HomeMy WebLinkAboutHOLD- 829 N Garfield St - PlanARCHITECTURAL SHEET INDEX
SHEET NUMBER SHEET TITLE
A001 TITLE SHEET
A031 2022 CALGREEN RESIDENTIAL MANDATORY MEASURES (SH. 1 OF 2)
A032 2022 CALGREEN RESIDENTIAL MANDATORY MEASURES (SH. 2 OF 2)
A099 GENERAL NOTES
A100 ARCHITECTURAL SITE PLAN & GENERAL NOTES (CONTINUED)
A201 DEMOLITION & PROPOSED BUILDING PLANS - LEVEL 1
A202 DEMOLITION & PROPOSED BUILDING PLANS - LEVEL 2
A210 PROPOSED BUILDING RCPS ( FOR REFERENCE ONLY )
A300 EXTERIOR ELEVATIONS
A400 BUILDING SECTIONS
A600 PPSD UNIT PLANS, DEMO UNIT PLANS & INT. ELEVS. - UNITS 1 & 2
A601 PPSD UNIT PLANS, DEMO UNIT PLANS & INT. ELEVS. - UNITS 3, 4, 7 & 8
A602 PPSD UNIT PLANS, DEMO UNIT PLANS & INT. ELEVS. - UNITS 5 & 6
A603 PPSD UNIT PLANS, DEMO UNIT PLANS & INT. ELEVS. - UNITS 9 & 10
A610 PROPOSED UNIT RCPS ( FOR REFERENCE ONLY )
A800 DOOR & WINDOW SCHEDULES
A900 FIRE-RESISTANCE RATED ASSEMBLY DETAILS
A901 FIRE-RESISTANCE RATED CONTINUITY DETAILS
A902 TYPICAL FIRE-RESISTANCE RATED & FENCE DETAILS
A903 FIRE-RESISTANCE RATED PENETRATION DETAILS
A910 EXTERIOR DETAILS
A911 STAIR & WINDOW DETAILS
A912 DOOR DETAILS
A920 INTERIOR DETAILS
STRUCTURAL SHEET INDEX
SHEET NUMBER SHEET TITLE
S-CS STRUCTURAL COVER SHEET
S101D EXISTING FOUNDATION & RAISED FLOOR PLAN
S101 PROPOSED FOUNDATION & RAISED FLOOR PLAN
S201D EXISTING 2ND FLOOR FRAMING PLAN
S201 PROPOSED 2ND FLOOR FRAMING PLAN
S301D EXISTING ROOF FRAMING PLAN
S301 PROPOSED ROOF FRAMING PLAN
SN0 STRUCTURAL NOTES
SD1 STRUCTURAL DETAILS
SD2 STRUCTURAL DETAILS
SD3 STRUCTURAL DETAILS
ELECTRICAL SHEET INDEX
SHEET NUMBER SHEET TITLE
E000 ELECTRICAL SPECIFICATION
E001 SINGLE LINE DIAGRAM / SCHEDULES
E002 PANEL SCHEDULES
E003 ELECTRICAL DETAIL
E100 ELECTRICAL PLAN - GROUND FLOOR
E101 ELECTRICAL PLAN - 2ND FLOOR
TE00 TITLE 24 - INDOOR
TE01 TITLE 24 - OUTDOOR
MECHANICAL SHEET INDEX
SHEET NUMBER SHEET TITLE
M000 MECHANICAL NOTES
M001 MECHANICAL SCHEDULES
M100 MECHANICAL PLAN - GROUND FLOOR
M101 MECHANICAL PLAN - 2ND FLOOR
M102 MECHANICAL PLAN - ROOF
M200 HVAC CONDENSATE - GROUND FLOOR
M201 HVAC CONDENSATE - 2ND FLOOR
TM00 MECHANICAL TITLE 24
TM01 MECHANICAL TITLE 24
GARFIELD RESTORATION / REMODEL
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
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No. Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
09/13/2024 2ND PLAN CHECK SUBMITTAL
11/07/2024 3RD PLAN CHECK SUBMITTAL
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Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No: 2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.: 949.922.7075
Email: vanitapuri@gmail.com
Owner
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Address:
Ren.11/30/25
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No. C37490
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ARCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
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VVS Estates, LLC
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Vanita Soni PuriAttn:
2
TITLE SHEET
A001
PROJECT DIRECTORY
CLIENTS: VVS ESTATES, LLC
ATTN: VANITA SONI PURI
1423 GEORGINA AVENUE
SANTA MONICA, CA 90402
949-922-7075
ARCHITECT: ZOHRABIANS AOD, INC.
ARTHUR ZOHRABIANS, R.A.
700 PALM DRIVE, STE.106
GLENDALE, CA 91202
818-300-9420
STRUCTURAL E.S.S.E.
ENGINEER: ELIE SAYEGH, P.E.
947 E. FAIRWAY DRIVE
ORANGE, CA 92866
714-400-5584
MECHANICAL CIRCA DOMINI INT'L, INC.
ENGINEER: RUTH CHEN, P.E.
9890 RESEARCH DR., STE. 100
IRVINE, CA 92618
949-533-4117
ELECTRICAL CIRCA DOMINI INT'L, INC.
ENGINEER: HEE JUN LEE, P.E.
9890 RESEARCH DR., S.100
IRVINE, CA 92618
949-533-4117
PLUMBING CIRCA DOMINI INT'L, INC.
ENGINEER: CHUNGSUN KANG, P.E.
9890 RESEARCH DR., S.100
IRVINE, CA 92618
949-533-4117
CODE ANALYSIS
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA EXISTING BUILDING CODE
2022 CALIFORNIA HISTORICAL BUILDING CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
JURISDICTION: SANTA ANA, CA
TYPE OF CONSTRUCTION: V-B
OCCUPANCY GROUPS: R-2 / U
FIRE SPRINKLERS: N/A *
FIRE ALARM: N/A **
* AN AUTOMATIC FIRE SPRINKLER SYSTEM IS NOT REQUIRED PER 2022 CFC SEC. 1103.5.
** A FIRE ALARM SYSTEM IS NOT REQUIRED PER 2022 CFC SEC. 1103.7.6.
THIS PROJECT SHALL COMPLY WITH ALL OTHER REGULATIONS AND ORDINANCES
ADOPTED BY THE LOCAL GOVERNING AGENCIES.
P. 949.922.7075
ABBREVIATIONS
&AND
∠ANGLE
@ AT
℄CENTERLINE
Ø DIAMETER OR ROUND
(E)EXISTING
d PENNY
⅊PROPERTY LINE
#POUND OR NUMBER
A.B.ANCHOR BOLT
ABV.ABOVE
A/C AIR CONDENSER
ACOUS.ACOUSTICAL
A.D.AREA DRAIN
A.D.U.ACCESSORY DWELLING UNIT
ADJ.ADJUSTABLE
A.F.F ABOVE FINISH FLOOR
AGGR.AGGREGATE
AL.ALUMINUM
ALT.ALTERNATE
ALUM.ALUMINUM
APPROX.APPROXIMATE
ARCH.ARCHITECT
ARCH'L ARCHITECTURAL
ASPH.ASPHALT
AUTO.AUTOMATIC
BA.BATHROOM
BD.BOARD
BITUM.BITUMINOUS
BLDG.BUILDING
BLK.BLOCK
BLKG.BLOCKING
BLK'G BLOCKING
BLT.BOLT
BM.BEAM
BOT.BOTTOM
BR.BEDROOM
B.U.R.BUILT-UP ROOFING
CAB.CABINET
C.B.CATCH BASIN
CEM.CEMENT
CER.CERAMIC
C.I.CAST IRON
CIR.CIRCLE
C.G.CORNER GUARD
CJ CEILING JOIST
CLG.CEILING
CLKG.CAULKING
CLO.CLOSET
CLR.CLEAR / CLEARANCE
CMU CONCRETE MASONRY UNIT
C.O.CASED OPENING
COL.COLUMN
CONC.CONCRETE
CONN.CONNECTION
CONSTR.CONSTRUCTION
CONT.CONTINUOUS
C.O.F.CORNER OF FINISH
CORR.CORRIDOR
CPT CARPET
CSMT CASEMENT
CTSK.COUNTERSUNK
CNTR.COUNTER
CTR.CENTER
DBL.DOUBLE
DEPT.DEPARTMENT
D.F.DRINKING FOUNTAIN
DET.DETAIL
DH DOUBLE HUNG
DIA.DIAMETER
DIM.DIMENSION
DISP.DISPERNSER
DIV.DIVERTER
DN.DOWN
D.O.DOOR OPENING
DR.DOOR
DS DOWNSPOUT
D.S.P.DRY STANDPIPE
DW DISHWASHER
DWG'S DRAWINGS
DWR.DRAWER
E.EAST
EA.EACH
E.D.F.DRINK FOUNTAIN
EFF.EFFECTIVE YEAR BUILT
E.J.EXPANSION JOINT
EL.ELEVATION
ELEC.ELECTRICAL
ELEV.ELEVATOR
EMER.EMERGENCY
ENCL.ENCLOSED
E.P.ELECTRICAL PANELBOARD
EQ.EQUAL
EQPT.EQUIPMENT
E.W.C.ELECTRIC WATER COOLER
EXH.EXHAUST
EXST.EXISTING
EXP.EXPANSION
EXPO.EXPOSED
EXT.EXTERIOR
EXT'G EXISTING
(E)EXISTING
F.A.FIRE ALARM
F.A.U.FORCED AIR UNIT
F.B.FLAT BAR
F.D.FLOOR DRAIN
FDN.FOUNDATION
F.E.FIRE EXTINGUISHER
F.E.C.FIRE EXTINGUISHER CABINET
F.FLR.FINISH FLOOR
FFL FINISH FLOOR
F.G.FINSH GRADE / FUEL GAS
FGL FIBERGLASS
F.H.C.FIRE HOSE CABINET
FIN.FINISH
FJ FLOOR JOIST
FLASH.FLASHING
FLASH'G FLASHING
FLR FLOOR
FLUOR.FLUORESCENT
F.O.C.FACE OF CONCRETE
F.O.F.FACE OF FINISH
F.O.M.FACE OF MULLION
F.O.S.FACE OF STUDS
FPL FIREPLACE
FPRF.FIREPROOF
FR FRENCH
FRM'G FRAMING
F.S.FULL SIZE
FT.FOOT OR FEET
FTG.FOOTING
FURR.FURRING
FUT.FUTURE
FX FIXED
GA.GUAGE
GALV.GALVANIZED
GAR GARAGE
G.B.GRAB BAR
GFI GROUND FAULT INTERUPTER
G.I.GALVANIZED IRON
GL.GLASS / GLAZING
GLB GLUE LAMINATED BEAM
GND.GROUND
GR.GRADE
GSM GALVANIZED SHEET METAL
GYP.GYPSUM
GYP. BD.GYPSUM BOARD
G.B.GYPSUM BOARD
H.B.HOSE BIBB
HC HOLLOW CORE
HDR.HEADER
HDWD.HARDWOOD
HDWE.HARDWARE
HM HOLLOW METAL
HORIZ.HORIZONTAL
HR.HOUR
HGT.HEIGHT
H.V.A.C.HEATING VENTILATING AIR
CONDITIONING
HORZ.HORIZONTAL
I.D.INSIDE DIAMETER
INSUL.INSULATION
INT.INTERIOR
JAN.JANITOR
JT.JOINT
KIT KITCHEN
LAB.LABORATORY
LAM.LAMINATE
LAV.LAVATORY
LKR.LOCKER
LT.LIGHT
MAX.MAXIMUM
M.B.MACHINE BOLT
MBA MASTER BATHROOM
MBR MASTER BEDROOM
MC MEDICINE CABINET
MECH.MECHANICAL
MED.MEDIUM
MEMB.MEMBRANE
MET.METAL
MFG MANUFACTURING
MFR.MANUFACTURER
MH.MANHOLE
MIN.MINIMUM
MIR.MIRROR
MISC.MISCELLANEOUS
MLD'G MOULDING
M.O.MASONRY OPENING
MTD.MOUNTED
MUL.MULLION
N.NORTH
NAT NATURAL
NG NATURAL GRADE
N.I.C.NOT IN CONTRACT
NO.NUMBER
NOM.NOMINAL
N.T.S.NOT TO SCALE
O/OVER
O.A.OVERALL
OBS.OBSCURE
O.C.ON CENTER
O.D.OUTSIDE DIAMETER (DIM.)
OFF.OFFICE
O.H.C.OVERHEAD CABINET
OPNG.OPENING
OPP.OPPOSITE
OSA OUTSIDE AIR
PB PUSH BUTTON
PDR POWDER ROOM
PRCST.PRECAST
PL.PLATE
P.LAM.PLASTIC LAMINATE
PLAS.PLASTER
PLYWD.PLYWOOD
PNL.PANEL
PTD.PAINTED
PLUMB.PLUMBING
P.O.C.POINT OF CONNECTION
PR.PAIR
PT.POINT
PREFAB.PREFABRICATED
P.T.D.PAPER TOWEL DISPENSER
P.T.D/R COMBINATION PAPER TOWEL
DISPERNSER & RECEPTACLE
PTN.PARTITION
P.T.R.PAPER TOWEL RECEPTACLE
(PPSD)PROPOSED
P.V.PHOTOVOLTAIC
Q.T.QUARRY TILE
R.RISER
R RADIUS
RAD.RADIUS
R.A.G.RETURN AIR GRILLE
R.D.ROOF DRAIN
REF.REFERENCE
REFR.REFRIGERATOR
REG.REGULAR
REV REVERSE
REINF REINFORCE, REINFORCED
RF'G ROOFING
RGTR.REGISTER
REQ.REQUIRED
RESIL.RESILIENT
RJ RAFTER JOIST
RM.ROOM
R.O.ROUGH OPENING
RWD.REDWOOD
R.W.L.RAIN WATER LEADER
S.SOUTH
SC SOLID CORE
S.C.D.SEAT COVER DISPENSER
SCHED.SCHEDULE
S.D.SOAP DISPENSER
SECT.SECTION
SERV.SERVICE
SF SQUARE FEET
S.F.D.SINGLE-FAMILY DWELLING
SGD SLIDING GLASS DOOR
SGL.SINGLE
SH SINGLE HUNG
SHR.SHOWER
SHT.SHEET
SHT'G SHEATHING
SIM.SIMILAR
SKYLT.SKYLIGHT
SL SLIDING
SL.SLOPE
S.N.D.SANITARY NAPKIN DISPENSER
S.N.R.SANITARY NAPKIN RECEPTACLE
SOV SHUTOFF VALVE
SP.SPACE
SPEC.SPECIFICATIONS
SQ.SQUARE
S.SK.SERVICE SINK
SSSP SINGLE SHELF SINGLE POLE
SSDP SINGLE SHELF DOUBLE POLE
S.ST.STAINLESS STEEL
STA.STATION
STD.STANDARD
STL.STEEL
STOR.STORAGE
STRL.STRUCTURAL
STRUCT'L STRUCTURAL
STRUCT STRUCTURE
SUSP.SUSPENDED
SYM.SYMMEMTRICAL
T.B.TOWEL BAR
T.O.CURB TOP OF CURB
TEL.TELEPHONE
TEMP.TEMPERED
TER.TERRAZZO
T&G TONGUE AND GROOVE
THK.THICK
T.P.TOP OF PAVEMENT
T.P.D.TOILET PAPER DISPENSER
TPL TOP PLATE
TRD.TREAD
TRSM.TRANSOM
T.V.TELEVISION
TYP.TYPICAL
T.O.SHTG TOP OF SHEATHING
T.O.C.TOP OF CONCRETE
T.O.P.TOP OF PARAPET
T.O.W.TOP OF WALL
UNF.UNFINISHED
U.N.O.UNLESS NOTED OTHERWISE
(UNP.)UNPERMITTED
U.O.N.UNLESS OTHERWISE NOTED
UR.URINAL
VCT VINYL COMPOSITION TILE
VERT.VERTICAL
VEST.VESTIBULE
VTR VENT THROUGH ROOF
W.WEST
W/WITH
W.C.WATER CLOSET
WD.WOOD
WDW.WINDOW
W.H.WATER HEATER
W.I.WROUGHT IRON
W.I.C.WALK-IN-CLOSET
W/O WITHOUT
WP WEATHERPROOF
WS WATER SOFTENER
WT.WEIGHT
NOTES
1. CAREFULLY REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID AND START OF
CONSTRUCTION. CONFIRM THAT WORK INDICATED IN THE CONSTRUCTION
DOCUMENTS IS BUILDABLE AS SHOWN. IMMEDIATELY NOTIFY THE ARCHITECT IN
WRITING OF ANY CONFLICTS, DISCREPANCIES AND/OR OMISSIONS IN THE WORK
SHOWN.
2. CAREFULLY COMPARE ALL CONSTRUCTION DOCUMENTS WITH THE EXISTING SITE
CONDITIONS PRIOR TO BID AND START OF CONSTRUCTION. IMMEDIATELY NOTIFY
THE ARCHITECT IN WRITING OF ANY CONFLICTS, DISCREPANCIES AND/OR
OMISSIONS.
3. DO NOT SCALE DRAWINGS. REVIEW ALL DIMENSIONS SHOWN IN CONSTRUCTION
DOCUMENTS PRIOR TO BID AND START OF CONSTRUCTION. IMMEDIATELY NOTIFY
THE ARCHITECT IN WRITING OF ANY CONFLICTS, DISCREPANCIES AND/OR
OMISSIONS.
4. MAINTAIN FOR DURATION OF WORK EXITS, LIGHTING, FIRE PROTECTION DEVICES
AND ALARMS REQUIRED BY ALL APPLICABLE CODES, ORDINANCES AND
AUTHORITIES HAVING JURISDICTION. VERIFY WITH AUTHORITY.
5. KEEP STORED MATERIALS IN PLACE AND DRY AT ALL TIMES. REMOVE ITEMS THAT
BECOME WET FROM PROJECT SITE AN DISPOSE OF IN A LEGAL MANNER.
6. THE AREAS INDICATED ARE FOR THE PURPOSE OF BUILDING DEPARTMENT
SUBMITTAL ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION ESTIMATES,
ENERGY CALCULATIONS, SALES, AND MARKETING LITERATURE, OR ANY OTHER
PURPOSES. AREA CALCULATIONS FOR THESE PLANS WERE MADE BASED ON PLAN
DIMENSIONS ONLY AND MAY VARY FROM THE AREA AS BUILT. ANY AREA
CALCULATIONS PROVIDED OTHER THAN THOSE MANDATED BY CODE SHALL BE
NOTED AS TO THEIR METHOD OF CALCULATION AND PURPOSE OF INCLUSION
DEFERRED SUBMITTALS
THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE FOLLOWING DEFERRED
SUBMITTALS TO THE CITY OF SANTA ANA FOR REVIEW AND APPROVAL:
1. SIGNAGE
2. SECURITY SYSTEM
3. DEMOLITION
4. ENCROACHMENT PERMIT (PUBLIC IMPROVEMENT PLANS)
DESIGN/BUILD COMPONENTS AND SYSTEMS:
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN/BUILD COMPONENTS AND
SYSTEMS UNLESS OTHERWISE ARRANGED BETWEEN THE OWNER AND CONTRACTOR.
DESIGN/BUILD COMPONENTS AND SYSTEMS MUST BE FULLY COORDINATED WITH THE
PROJECT DESIGN WORK THAT HAS PRECEDED IT. IT IS INTENDED THAT DESIGN/BUILD
DESIGN WORK SHALL BE COMMENCED PRIOR TO THE START OF CONSTRUCTION AND
EARLY ENOUGH IN THE CONSTRUCTION SCHEDULE SO THAT IT CAN BE FULLY
COORDINATED WITH WORK ALREADY DESIGNED OR PUT IN PLACE. ANY WORK RELATED
TO A GIVEN DESIGN/BUILD COMPONENT OR SYSTEM THAT INTERFERES WITH THE
INTENDED FUNCTION OF THE PROJECT, OR ITS PARTS, OR THE WORK OF OTHERS,
MUST BE REMEDIED AT CONTRACTOR'S EXPENSE. DESIGN/BUILD COMPONENTS AND
SYSTEMS MAY REQUIRE SEPARATE APPROVALS, PERMITS AND INSPECTIONS FROM
AND BY THE AUTHORITY(S) HAVING JURISDICTION (AHJ) OVER THE WORK. CONTRACTOR
IS RESPONSIBLE FOR VERIFYING ANY SUBMITTAL REQUIREMENTS AND OBTAINING EACH
RESPECTIVE APPROVAL, PERMIT AND INSPECTION FROM AND BY THE AHJ, INCLUDING
PUBLIC UTILITY COMPANIES.
DEFERRED SUBMITTALS:
VARIOUS DESIGN/BUILD COMPONENTS AND SYSTEMS (INCLUDING FINAL COORDINATION
AND IMPLEMENTATION OF PUBLIC UTILITIES CONNECTIONS AND HOOKUPS) ARE
REQUIRED TO HAVE SEPARATE DEFERRED SUBMITTALS MADE TO THE AHJ. DESIGN AND
CONSTRUCTION DOCUMENTS FOR EACH DEFERRED SUBMITTAL SHALL BE STAMPED
AND SIGNED BY THE APPROPRIATELY LICENSED INDIVIDUAL RESPONSIBLE FOR THE
DESIGN AND WORK INVOLVED. THE DOCUMENTS SHALL FIRST BE REVIEWED BY THE
CONTRACTOR AND SHALL BE APPROVED WITH A NOTATION INDICATING THAT THE
CONTRACTOR HAS FOUND THE DESIGN AND DOCUMENTS TO BE IN CONFORMANCE
WITH THE CONTRACT DOCUMENTS, AND THE SUBJECT DESIGN/BUILD WORK HAS BEEN
COMPLETELY COORDINATED WITH AS-BUILT CONSTRUCTION AND ALL WORK TO
FOLLOW. THE DOCUMENTS SHALL THEN BE SUBMITTED TO THE ARCHITECT AND
ENGINEER OF RECORD, WHO SHALL REVIEW THEM. UPON SATISFACTORY REVIEW, THE
ARCHITECT SHALL FORWARD THE DOCUMENTS TO THE BUILDING OFFICIAL VIA THE
CONTRACTOR WITH A NOTATION INDICATING THAT THE DOCUMENTS HAVE BEEN
REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH
THE DESIGN CONCEPT OF THE BUILDING. CONTRACTOR SHALL BE RESPONSIBLE FOR
SUBMITTING TO, AND OBTAINING APPROVAL OF, THE AHJ OVER THE WORK FOR EACH
RESPECTIVE DEFERRED SUBMITTAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE
INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED
BY THE AHJ.
2
SCOPE OF WORK
PROPOSAL TO PARTIALLY RESTORE (EXTERIOR) / PARTIALLY REMODEL (INTERIOR) THE
EXISTING 2-STORY, 10-UNIT APARTMENT BUILDING AT 829 NORTH GARFIELD STREET,
SANTA ANA, CA 92701.
THE (E) MULTI-FAMILY BUILDING CONTAINS (3) 2-BEDROOM UNITS, (7) 1-BEDROOM UNITS,
(1) UTILITY / COMMON LAUNDRY ROOM, & (10) PARKING STALLS WITHIN (2) PARKING
GARAGES.
PLANNING DIVISION: THE (E) MULTI-FAMILY BUILDING IS LOCATED WITHIN THE CITY OF
SANTA ANA'S "FRENCH PARK HISTORIC DISTRICT" (SD-19).
PROJECT SUMMARY
A PARTIAL RESTORATION / PARTIAL REMODEL IS BEING PROPOSED TO THE (E)
HISTORICAL MULTI-FAMILY BUILDING AT 829 NORTH GARFIELD STREET, SANTA ANA,
CA 92701.
SITE SUMMARY:
A.I.D. 398-043-01
TRACT / BLK. / LOTS 698 / 67 / 1 & 2
LOT SIZE 1.172 ACRES; 7,500 S.F.
IMPROVEMENT(S) 8,250 SF; 13 BD, 10 BA [ (E) M.F.BLDG. ]
YEAR BUILT 1957
CITY (CO.), STATE SANTA ANA (ORANGE), CALIFORNIA
PROJECT CODE SUMMARY:
OCCUPANCIES R-2 (APARTMENTS)
B (UTILITY / COMMON LAUNDRY ROOM)
U (PRIVATE GARAGES)
TYPE OF CONSTR. TYPE V-B (ORIGINALLY BUILT AS "TYPE V-N")
FIRE SPRINKLERS NOT (E), NOR REQUIRED [2022 CFC SEC. 1103.5]
ALLOWABLE HEIGHT 40'-0" ABOVE GRADE PLANE [2022 CBC TABLE 504.3]
(E) OVERALL HEIGHT +/- 24'-0" ABOVE GRADE PLANE
ALLOWABLE STORIES 2 STORIES ABV. GRADE PLANE [2022 CBC TABLE 504.4]
(E) NO. OF STORIES 2 STORIES
ALLOWABLE AREA 21,000 SF = [(7,000 SF + 3,500 SF) x 2]
(E) BUILDING AREA 8,250 SF
FIRE-RESISTANCE RATING - TYPE V-B CONSTR. [ 2022 CBC TABLE 601 ]:
PRIMARY STRUCTURAL FRAME: 0-HR
BEARING EXTERIOR WALLS: 0-HR
BEARING INTERIOR WALLS: 0-HR
NON-BEARING EXTERIOR WALLS: 0-HR
NON-BEARING INTERIOR WALLS: 0-HR
FLOOR CONSTRUCTION: 0-HR
ROOF CONSTRUCTION: 0-HR
FIRE SEPARATION DISTANCE - TYPE V-B CONSTR. [ 2022 CBC TABLE 705.5 ]:
LESS THAN 10 FT 1-HR
GREATER THAN / EQUAL TO 10 FT 0-HR
MAX. AREA OF UNPROTECTED NON-SPRINKL'D OPENINGS* [ 2022 CBC TABLE 705.8 ]:
0 FT TO < 5 FT NOT PERMITTED
5 FT TO < 10 FT 10%
10 FT TO < 15 FT 15%
15 FT TO < 20 FT 25%
20 FT TO < 25 FT 45%
25 FT TO < 30 FT 70%
> 30 FT NO LIMIT
SEPARATION OF DWELLING UNITS [ 2022 CBC 420.2 (708), 420.3 (711) & 1206 ]:
SEPARATION WALLS 1-HR FIRE-RES. RATED FIRE PARTITION
BETWEEN DWELLING UNITS:
HORIZONTAL ASSEMBLIES 1-HR FIRE RESISTANCE
BETWEEN DWELLING UNITS:
ACCESSIBILITY REQUIREMENTS [ 2022 CBC 1102A.2 ]:
"COVERED MULTIFAMILY DWELLINGS SHALL BE MAINTAINED IN COMPLIANCE
WITH THE ACCESSIBILITY STANDARDS IN EFFECT AT THE TIME OF
CONSTRUCTION. APARTMENTS CONSTRUCTED PRIOR TO MARCH 13, 1991
SHALL BE MAINTAINED IN COMPLIANCE WITH THE ACCESSIBILITY STANDARDS
IN EFFECT AT THE TIME OF CONSTRUCTION."
VICINITY MAP
SITE
PLUMBING SHEET INDEX
SHEET NUMBER SHEET TITLE
P000 PLUMBING NOTES & SCHEDULES
P001 PLUMBING DETAILS
P002 PLUMBING SPECIFICATION SHEETS
P100 WASTE & VENT PLAN
P101 WASTE & VENT PLAN - 2ND FLOOR
P200 WATER & GAS PLAN
P201 WATER & GAS PLAN - 2ND FLOOR
P300 WASTE & VENT RISER DIAGRAM
P301 WATER & GAS RISER DIAGRAMS
VVS ESTATES, LLC
ATTN: VANITA SONI PURI 829 N. GARFIELD STREET, SANTA ANA, CA 92701
NOTE TO GENERAL CONTRACTOR
THE EXISTING CONDITIONS AT THE SUBJECT BUILDING WERE PARTIALLY CONCEALED
AT THE TIME OF OBSERVATION. THOSE CONCEALED PORTIONS COULD NOT BE
OBSERVED PRIOR TO THE PREPARATION OF THESE DOCUMENTS.
DURING CONSTRUCTION, SHOULD YOU FIND FIELD CONDITIONS THAT DIFFER FROM
THOSE DOCUMENTED AS "EXISTING" IN THESE DOCUMENTS, IMMEDIATELY ALERT THE
PROJECT ARCHITECT, STRUCTURAL ENGINEER & OWNER OF THE DIFFERING
CONDITIONS IN THE FORM OF A REQUEST FOR INFORMATION (RFI).
1
PUBLIC WORKS NOTE TO G.C.
NO WORK SHALL BE PERFORMED TO THE CITY'S UTILITY SERVICE CONNECTIONS PRIOR
TO BEING GRANTED AN ENCROACHMENT PERMIT (SEE DEFERRED SUBMITTALS BELOW)
FOLLOWING APPROVAL FROM THE CITY OF SANTA ANA'S DEPARTMENT OF PUBLIC
WORKS.
2
Bldg # 105120166
Elect #20583473
20583704-17
Plumb #30547537
Mech #40539325
APPROVALS:
PLNG - P. Gomez
BLDG - J. Lo
PUBLIC WORKS -B. Sarlak
ELECT - M. Smith
PLUMB/MECH - T. Luka
HOLD- 829 N
Garfield St1/15/2025
2022 California Energy Code (CEnC)
2022 California Existing Building Code (CEBC)
2022 California Historical Building Code (CHBC)
2022 California Green Building Standards Code (CalGreen)
NOTE: All Codes are subject to Local Amendments
The scope of services under this contract is limited to providing a "builder's set" of plans. This set of plans is
sufficient to obtain a building permit; however, all materials and methods of construction necessary to complete the
project are not necessarily described in this "builder's set". The implementation of the plans requires an
Owner/contractor (General Contractor and Subcontractors) thoroughly knowledgeable with the applicable building
codes and methods of construction. The plans and general notes delineate and describe only locations, dimensions,
types of materials and general methods of assembling or fastening. They are not intended to specify particular
products or other methods of any specific material, product or method.
All work shall comply with the most current and stringent requirements of all applicable city, county, state and general
laws, rules, codes, ordinances and regulations and follow all manufacturer's specifications for installation. If the
General Contractor or any Subcontractor performs any work in conflict with the above-mentioned laws, rules, codes,
ordinances and regulations, then the contractor in violation shall bear all costs of repair arising out of the
non-conforming work. A partial list of the applicable codes is as follows:
2022 California Building Code (CBC)
2022 California Mechanical Code (CMC)
2022 California Electrical Code (CEC)
2022 California Plumbing Code (CPC)
2022 California Fire Code (CFC)
The General Contractor and every Subcontractor performing work upon or providing services and/or materials for the
work is required to purchase and maintain in force "All Risk" Builders Risk Insurance prior to commencement of the
work and/or furnishing labor, services and materials. Each "All Risk" policy shall be in an amount sufficient to cover
the replacement value of the work being performed and/or the labor, services, and materials being supplied by the
General Contractor, Subcontractors, Architect, and all professional Consultants.
The General Contractor and Subcontractor shall furnish all labor, equipment, and materials necessary to complete
the work indicated on the plans and required by the applicable codes.
No substitutions shall be made without the Owner's written authorization. Any substitution shall be made in advance
to avoid any delay in the project schedule. The General Contractor or any Subcontractor shall not make structural
changes without prior written authorization from the Structural Engineer and approval by the Architect and/or the
Owner
Any addition, deletion, or change in the scope of the work described by the plans and General Notes shall be by
written change order only. The General Contractor shall procure the building official's approval for any change in the
work.
The intent of the plans and general notes is that all labor, materials, equipment, and transportation shall be included
in the work for the complete execution of the project. The Architect shall not be responsible for the means and
methods of construction.
It is the Owner's (General Contractor and all Subcontractors) responsibility prior to or during construction to notify the
Architect in writing of any perceived errors or omissions in the plans and general notes of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written
instructions addressing such perceived errors or omissions shall be received from the Architect prior to the Owner or
Owner's subcontractors proceeding with the work. The Owner will be responsible for any defects in construction if
these procedures are not followed.
All shop drawings required by the construction documents and general notes shall be submitted to the Architect or
Engineer prior to fabrication for review of compliance with the design concept.
The General Contractor shall be responsible for coordinating the work between the different Subcontractors and
requiring all Subcontractors to use the most current building department approved set of construction documents.
The General Contractor shall arrange a pre-construction meeting to review omissions and discrepancies sufficiently
in advance of construction to assure the orderly progress of the project prior to the performance of any work. All
parties using these construction documents are responsible for reviewing the full content of these drawings for
omissions and discrepancies prior to the start of construction.
The General Contractor and all Subcontractors shall be familiar with the following documents:
a.Most recent Soils report
b.Energy compliance report
c.Structural calculations
d.Acoustical report
The General Contractor shall keep a copy of the above documents and all updates on the site at all times.
The General Contractor shall compare the existing site grades to the grades shown on the plans. Any discrepancy in
elevation from the finished floor to the finished grade at the stairways and walkways shall be communicated to the
Architect for review before proceeding with the work.
All Subcontractors shall perform their own cutting, fitting, and patching of materials in a workmanlike manner, without
causing any damage to or conflict with other subs work.
All trades shall keep the premises clean of any accumulated waste materials and rubbish caused by their work.
Subcontractors shall remove all rubbish, tools, scaffolding, and surplus materials at the completion of the work. All
fixtures, equipment, glazing, floors, and other surfaces shall be left clean and ready for occupancy upon completion
of the project, including sweeping or vacuuming if necessary.
The general notes refer to various professional trade association manuals and publications. The General Contractor
and Subcontractors shall be familiar with and refer to the most recent trade publications relating to their work.
The General Contractor and Subcontractors shall be responsible for storing the materials on the site. The materials
shall be kept secure and protected from moisture, pests, and vandals. Any damages or lost materials arising out of
materials stored on site shall be the responsibility of the General Contractor or Subcontractor who stored the
damaged or lost materials.
The contractor/sub-contractor will use all means necessary to protect the material of their scope of services during
and after installation and to protect the work and materials of all other trades and in the event of damage immediately
make all repairs and replacements necessary to the approval of the Owner and at no additional cost to the Owner.
The contractor and sub-contractor shall review the plans, details and previous work by others for satisfactory and
appropriate completeness as adequate substrate for the installation of their scope of work. Report deficiencies
immediately in writing to the developer/owner and architect. Failure to do so, or commencement of work without such
notification will constitute an acceptance by the contractor of suitability of previous work by others.
Do not scale these plans or details.
All products will be installed in compliance with their manufacturers listed requirements, recommendations and in
strict compliance with approved laboratory test reports (i.e. ICC-ES reports, N.E.R., F.A., U.S. reports, etc.)
installation will meet all requirements necessary to maintain product guarantees and warranties. Failure to satisfy
manufacturers installation requirements will constitute the contractor's/sub-contractor's acceptance of products
guarantee or warranty liabilities.
The General Contractor and Subcontractor shall furnish all labor, equipment, and materials necessary to complete
the work indicated on the plans and required by the applicable codes.
ROUGH CARPENTRY
A.Provide labor, material, equipment, and services necessary for installation and completion of all rough carpentry
as shown on the drawings and as noted herein.
B.See sheet containing structural general notes, bound with the drawings.
C.Conduct all work in conformance with the California Building Code. All materials will be in compliance with the
West Coast Lumber Inspection Bureau (WCLIB) and the American Plywood Association (APA) standards.
D.Manufactured Floor and Roof Trusses
1.Manufacturer shall supply to the Architect/Engineer and the Building Department calculations and shop
drawings for approval of design loads, configuration (2 or 3 point bearing), and shear transfer prior to
fabrication. All calculations and shop drawings shall be signed by a professional engineer registered in the
State wherein the project is to be built. It shall be the responsibility of the manufacturer to obtain Building
Department approval of calculations and shop drawings prior to fabrication.
2.Trusses shall be designed in accordance with the latest local Building Code for all loads imposed, including
lateral loads and mechanical equipment loads.
3.All connectors shall be ICC approved and of adequate strength to resist stresses due to the loadings
involved.
4.Cross bridging and/or bracing shall be provided and detailed as required to adequately brace all trusses. See
structural calculations.
E.Verify all sizes and dimensions by taking field measurements prior to installation.
F.Framing Practices:
Workmanship: All members shall be framed, anchored, tied and braced so as to develop the strength and
rigidity necessary for the purposes for which they are used.
G.Protection Against Decay:
1.CBC Section 2304.12.1 Wood used above ground in the locations specified in Sections 2304.12.1.1 through
2304.12.1.5, 2304.12.3, and 2304.12.5 shall be naturally durable wood or preservative-treated wood using
water-borne preservatives, in accordance with AWPA U1 (Commodity Specifications A or F) for
above-ground use as noted below:
CBC Section 2304.12.1.1 Joists, Girders, and Subfloor. The floor assembly where wood joists or the bottom of a
wood structural floor without joists are closer than 18 inches (457 mm), or wood girders are closer than 12
inches (305 mm) to the exposed ground in crawl spaces or unexcavated areas located within the perimeter of
the building foundation shall be of naturally durable or preservative-treated wood.
a.CBC Section 2304.12.1.2 Wood Supported by Exterior Foundation Walls. Wood framing members,
including wood sheathing, that rest on exterior foundation walls and are less than 8 inches from exposed
earth.
b.CBC Section 2304.12.1.3 Exterior Walls Below Grade. Wood framing members and furring strips
attached directly to the interior of exterior masonry or concrete walls below grade.
c.CBC Section 2304.12.1.4 Sleepers and Sills. Sleepers and sills on a concrete or masonry slab that is in
direct contact with earth.
d.CBC Section 2304.12.1.5 Wood Siding. Where clearance between wood siding and earth on the exterior
of a building is less than 6 inches (152mm) or less than 2" (51 mm) vertical from concrete steps, porch
slabs, and similar horizontal surfaces exposed to the weather.
e.CBC Section 2304.12.2.1 Girder Ends. The ends of wood girders entering exterior masonry or concrete
walls except when provided with a 1/2-inch air space on top, sides, and end.
f.CBC Section 2304.12.2.2 Posts or Columns. Posts or columns supporting permanent structures and
supported by a concrete or masonry slab or footing that is in direct contact with the earth, Except as noted
in the CBC.
2.CBC Section 2304.12.3 Wood in Contact with the Ground or Fresh Water. Wood in contact with the ground
(exposed earth) that supports permanent structures shall be of naturally durable (species for both decay and
termite resistance) or preservative-treated wood using water-borne preservatives and shall be treated in
accordance with AWPA U1, (Commodity Specifications A or F), or other applicable AWPA standards for soil
or fresh water contact.
a.CBC Section 2304.12.3.1 Posts or Columns. Posts and columns supporting permanent structures that
are embedded in concrete that is in direct contact with the earth or embedded in concrete exposed to the
weather, or in direct contact with the earth, shall be of preservative-treated wood.
b.CBC Section 2304.12.2.5 Wood Structural Members. Wood structural members that support
moisture-permeable floors or roofs that are exposed to the weather, such as concrete or masonry slabs,
shall be of naturally durable or preservative-treated wood unless separated from such floors or roofs by
an impervious moisture barrier.
H.Protection Against Termites: Shall comply with the CBC Section 2304.12.4.
I.Attic Ventilation
1.CBC Section 1202.2.1. The net free ventilating area shall not be less than 1/300 of the area of the space
ventilated, with 50 percent of the required ventilating area provided by ventilators located in the upper portion
of the space to be ventilated at least 3 feet (914 mm) above eave or cornice vents with the balance of the
required ventilation provided by eave or cornice vents.
2.CBC Section 1202.2.2. Exterior openings for eave vents or vent blocks shall be covered with
corrosion-resistant mesh with 1/16" min. and max. openings of 1/4". Blocking and bridging shall be arranged
so as not to interfere with the movement of air. A minimum of 1" (25mm) of airspace shall be provided
between the insulation and the roof sheathing. Do not block vents with insulation. Vent block locations shall
be coordinated with structural drawings to avoid shear walls.
FINISH CARPENTRY
A.Provide labor, material, equipment, and services necessary for the installation of the finish carpentry where
shown on the drawings and as noted herein.
B.Install all finished hardware, passage doors, and bath accessories.
C.Conduct all work in conformance with the CBC (or applicable code) and the Woodwork Institute of California,
"Manual of Millwork" custom grade requirements.
D.All interior door frames and casing, base, shoe, shelving, and window stool and apron as selected by Owner.
Sizes per Owner/General Contractor.
E.Install in accordance with the best practices of this trade, including, but not limited to the following:
1.All work shall be machined or hand-sanded, sharp edges and splinters removed and completely prepared for
finish.
2.Full length continuous boards shall be used wherever applicable or specifically noted.
3.All joints shall be tight and true and securely fastened. Corners shall be neatly mitered, butted, or coped, with
nails set and surfaces free of tool marks.
4.Frames shall be set plumb and true.
5.All nailing shall be done with finish nails where paint or stain is to cover.
CABINETS AND TOPS
A.Provide material, equipment, and labor necessary for installation of all cabinet work as shown on the drawings
and as noted herein.
B.Conduct all work in conformance with CBC, current edition and the National Kitchen Cabinet Association (NKCA).
C.Cabinets and countertops as selected by Owner.
D.Install in accordance with the best practices of this trade, including, but not limited to the following:
1.All joints shall be tight and true and securely fastened. Corners shall be mitered, butted, or coped, nails set,
and surfaces free of tool marks.
2.Use concealed fastenings where possible.
3.All cabinet work scheduled for paint or stain finish shall be smoothly dressed and sanded.
4.Install all work level, plumb, square and true. Scribe members accurately in place to fit adjoining surfaces.
THREE COAT UNDERLAYMENT
A.Provide labor, material, equipment, and services necessary for the installation of metal lath and building paper
complete for application of three-step stucco as indicated on drawings and noted herein.
B.Conduct all work in conformance with the California Building Code, ICC, and ASTM.
C.Protection: Use all means necessary to protect the material of this section before, during and after installation
and to protect the work and material of all other trades.
D.Replacement: In the event of damage, rips or tears in the building paper, immediately make all repairs and
replacements necessary to provide substantial water protection before application of stucco.
E.Welded and woven-wire lath, expanded metal lath, wire mesh, or approved equivalent shall be installed per CBC
and applicable ICC Report.
F.Water Resistive Barrier-per CBC min. two layers of Grade D paper or equivalent attached to the studs or
sheathing, with flashing per CBC, to provide a continuous water resistive barrier. Alternate as required by
applicable ICC Report.
1.Application: Install all components in accordance with manufacturer's application instructions and showing
compliance with CBC Standards and all testing standards of ICC.
2.The paper backing of the wire lath shall be lapped per manufacturer's instructions.
VAPOR BARRIERS
A.Provide labor, material, equipment and services necessary for installation of a water resistive barrier/flashing at
door and window assemblies where shown on the drawings and noted herein.
B.Conduct all work in conformance with the Federal Specification UU-B-790a, ICC with materials in compliance
with ASTM standards for their specific use.
C.Use reinforced high water-vapor resistive kraft paper (Grade A, Style 4) 9" wide with glass reinforcing fibers and
a polyethylene coating on both surfaces. Use 18" type 30 felt under flashing.
D.Install in accordance with manufacturer's printed installation instructions, including, but not limited to the
following:
1.Sequencing of installation of water-resistive barrier, sealant, sill pan, sill flashing, corner flashing, window,
and other components shall follow FMA/AAMA 100-07, ASTM E2112, Manufacturer's Installation Instructions,
and all standards referenced therein.
2.Install flashing with fasteners as appropriate for supporting substrate, and of a type recommended by
manufacturer.
3.Before covering over flashing with other work, patch punctures and tears with adhesive-applied barrier
material or tape with a weather resistive rating equal to the flashing.
4.Nailing flanges, brick moulds and stops to be applied over opening flashing on a continuous bead of sealant.
BUILDING INSULATION
A.Provide labor, material, equipment, and services necessary for the installation of thermal and acoustical
insulation where shown on the drawings and noted herein
B.Conduct all work in conformance with CBC Section 720, Federal specification UU-B-790a, and ICC with materials
in compliance with ASTM standards for their specific use.
C.Use glass fiber batt insulation with R values per the California Energy Code, acoustical requirements, and rated
assembly details.
D.Install in accordance with manufacturer's printed installation instructions, including, but not limited to the
following:
1.Install thermal batt insulation between roof joists at vaulted areas, ceiling joists at attic spaces, floor joists
over unheated spaces, and between studs at walls separating living spaces from attic, walls separating living
spaces from the garage, and all exterior walls.
2.Thermal insulation shall be securely installed and tightly fitted.
3.Acoustical batt insulation shall be installed per the Acoustical Report
4.Wires will be used for support on unsupported sides such as knee walls and fireplace chases if required.
5.A vapor retardant (one perm or less rating) will be installed on inside face of studs on exterior walls where
siding is the exterior finish.
E.California Energy Code Requirements: All insulation shall comply with California Energy Code Section 110.8.
ELASTIC SELF-ADHESIVE WATERPROOFING
A.Provide labor, material, equipment, and services necessary for the installation of a complete above grade
waterproofing system as indicated on drawings of as required in this section to achieve waterproof performance.
B.Work and materials shall conform to requirements of applicable "ASTM" standards and current ICC test report for
this specified use.
C.Obtain primary waterproofing materials from a single manufacturer. Provide secondary materials only as
instructed by primary manufacturer for full compatibility of all components.
D.Cold applied, self-adhering, high strength, rubberized asphalt sheet membrane of uniform thickness (60 mil.
minimum) with a release film to protect material prior to installation. Membrane shall be capable of full adhesion
to a substrate of wood or metal, flexible and resistant to chemicals, mildew, bacteria, fungus, rot, deterioration,
tears and punctures.
E.Accessory products fully compatible with waterproofing system.
F.Install in accordance with manufacturer's installation and best Trade Association's standards of practice including,
but not limited to:
1.Substrate preparation shall have surfaces structurally sound and free of voids, sharp protrusions, dirt, dust
and contaminants that may detrimentally effect full system adhesion. All non-vertical substrates shall be
sloped a minimum of 1/4" per foot for drainage away from structure U.N.O. Proceed with waterproofing work
only after substrate and penetrating work have been completed and inspected for compatibility with
be coordinated with structural drawings to avoid shear walls.
M.Fireblocking: Per CBC Section 718.2, fireblocking shall be installed to cut off concealed draft openings (both
vertical and horizontal) and shall form an effective barrier between floors, between a top story and a roof or attic
space. Fireblocking shall be provided in wood-frame construction in the following locations:
1.In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or
staggered studs vertically at the ceiling and floor levels. Concealed horizontal furred spaces shall also be
fireblocked at intervals not exceeding 10 feet (3048 mm). Batts or blankets of mineral or glass fiber or other
approved non-rigid materials shall be allowed as fire-blocking in walls constructed using parallel rows of studs
or staggered studs.
2.At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop
ceilings and cove ceilings.
3.In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs
shall comply with CBC Section 1011.7.3.
4.At openings around vents, pipes, and ducts at ceiling and floor level, with an approved material to resist the
free passage of flame and products of combustion.
5.Factory built chimneys and fireplaces shall be fireblocked in accordance with UL 103 and UL 127.
6.Within concealed spaced of exterior wall finish and other exterior architectural elements where permitted to
be of combustible construction in CBC Section 1405.
7.Fireblocking of cornices of a two-family dwelling as applicable in CBC Section 718.2.6, Exeption 1 is required
only at the line of dwelling unit separation.
N.Draftstopping
1.CBC Section 718.3 Draftstopping in Floors. Draftstopping shall be located above and in line with the dwelling
unit and sleeping unit separations.
2.CBC Section 718.4 Draftstopping in Attics. Draftstopping shall be installed to subdivide the attic space and
concealed roof spaces, and in line with sleeping unit and dwelling unit separation walls that do not extend to
the underside of the roof sheathing above. Draftstopping shall be installed such that any horizontal area
does not exceed 3,000 sq.ft. (279 m²). Ventilation of concealed roof space shall be maintained in accordance
with Section 1202.2.1.
3.Exceptions:
a.Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in
accordance with Section 903.3.1.1.
O.General contractor shall coordinate all pertinent subcontractors to ensure fire-blocking and draft-stopping by
approved materials are installed in all required areas.
P.All stairways, landings, guardrails and handrails shall comply fully with the CBC Sections 1011, 1014, 1015, and
as amended by local amendment. Handrail-gripping surfaces shall be continuous, and may be interrupted as
specified in CBC Section 1014.
d.Silicone glazing and waterproofing sealant: Sealing expansion and control joints in pre-cast concrete
panels, granite and metal curtain walls, structural and non-structural glazing and perimeter sealing of
door and window framing of other metal building components.
e.Silicone adhesive/sealant: Structural adhesive/sealant applications such as factory glazing and curtain
wall production
f.Structural glass sealant: Peroxides unprimed adhesion to most surfaces, including glass, reflective glass,
anodized aluminum, granite and most prints, including fluoropolmer-based paints
g.Glazing sealant: Designed for conventional glazing of glass and plastic, curtain wall sealing, solar and
replacement glazing.
h.Polyurethane: For joints in floors and sidewalks
i.Non-sagging, permanently elastic butyl or similar polymer. All interior location.
j.Fire or smoke sealant: U.L. approved non-hardening self adhering intumescent compound capable of
satisfying the CBC F and T stop requirements for their rated assemblies. Install around penetrations per
manufacturer installation requirements.
2.Primer: As recommended by sealant manufacturer for use with sealant and application on to the various
types of materials to which sealant is applied.
3.Cleaners: Where required in lieu of primers, use those recommended by sealant manufacturer.
4.Joint filler: Must be compatible with sealant used and as recommended by sealant manufacturer.
5.Open cell neoprene or plastic foam "rod".
6.Felt tape: MIL-F-5656A, pressure-sensitive adhesive with interliner on one face, 1.5 mm thick.
7.Sealant bead or tape: Approved non-drying elastic polymer tape with asbestos or other inorganic filler, for use
below sill plates or thresholds.
8.Extruded neoprene: ASTM D 750.
9.Fillers and backing shall be free from oil or other staining elements and compatible with the sealant used.
Oakum and other types of absorptive materials shall not be used, including materials impregnated with
solvent of bituminous materials. Filler and backing material shall be of compressible nature.
D.Apply in accordance with manufacturer's and Trade Association's recommended installation instructions and as
indicated on drawings.
1.Joint Dimensions: No joint shall be less than 1/4 inch wide. Depth of sealant shall not be greater than the
width nor less than 1/4 inch. For joints one inch wide or greater, depth of sealant shall be at least 1/4 the
width.
2.Joint preparation
a.Perform in strict accordance with manufacturer's application instructions.
b.Remove protective coatings and prime when recommended from metal components so that sealant
adheres to base metal
3.Joint filler: Use where joints are deeper than 1/2 inch. Position accurately inside joint to within 1/2" of surface,
to establish and control the California design thickness of sealant. Where joints are over 3/4 inch wide, place
filler so that depth of joint to receive sealant does not exceed 1/4 inch.
4.Sealant placing: Apply material with sufficient pressure to completely fill the void space, to assure complete
wetting of contact area and to obtain California adhesion. During application, keep tip of nozzle at bottom of
joint, forcing sealant to fill from bottom of joint to top. Finish joints smooth and flush with adjacent surface
unless detailed otherwise. Modification of the sealant by addition of liquids, solvents, or powers are not
permitted.
E.California Energy Code Requirements for Caulking and Sealants
Exterior joints, seams, or penetrations in the building envelope that are sources of air leakage, shall be sealed
with durable caulking materials, closed with gasketing systems, taped or covered with moisture
vapor-permeable housewrap and shall comply with California Energy Code Section 110.7.
DOORS
A.Provide labor, material, equipment, and services necessary for the installation of all doors where shown on the
drawings and as noted herein.
B.Conduct all work in conformance with the CBC. Doors shall meet or exceed NWMA Industry Standard 1.5.1, and
the requirements of WIC for Custom Grade Door. Hardboard doors shall meet HSMA I.S.1.1-80 and base
hardboard Standard PS-58-75.
C.Provide door widths and heights as noted on door schedule with undercuts as required by most current CMC at
mechanically vented baths, and mechanically vented laundry rooms (verify finish floor material).
1.Entry Doors: Thickness, panel, core, color, and style as selected by Owner/Architect.
2.Exterior Doors: Laundry, water heater, meter and utility closet doors: 1 3/4" hollow core metal embossed 6
panel to match entry doors when noted. Color as selected by Owner/Architect. Provide integral louvered
metal vents with 1/4" grid galvanized wire fabric backing where required per door schedule.
3.Interior Doors: 1 3/8" thick, hardboard, hollow core, style as selected by Owner.
4.Bi-Pass Wardrobe: Per owner.
5.Garage Doors: Steel sectional door, size and detail as indicated on drawings.
6.Garage to Residence: CBC Section 406.3.2.1 as amended by local amendment. Opening Protection:
Openings between the garage and a dwelling unit shall be equipped with solid wood, self-closing,
self-latching doors not less than 1 3/8 inch (35 mm) in thickness or doors in compliance with Section
716.2.2.1. Openings from a private garage directly into a room used for sleeping purposes shall not be
permitted.
D.Before installation, verify that openings are plumb and square and of proper dimension. Report frame defects or
unsuitable conditions to the general contractor before proceeding. Beginning of installation means acceptance of
existing conditions.
E.Install in accordance with California Energy Code Requirements and the manufacturer's printed installation
instructions, including, but not limited to the following to achieve weathertight and freely operating installation.
1.Install sealant and related backing materials at perimeter of assembly where required. Exterior door frames
will have integral rabbetted stops. Vinyl weather-strip will be removed immediately after doors are set and
safely put away until final hardware is installed.
2.Install accessory items as required.
ACCESS DOORS
A.Provide labor, material, equipment, and services necessary for the installation of all access doors where shown
on the drawings and as noted herein.
B.Before installation, verify that openings are plumb and square and of proper dimension. Report frame defects or
unsuitable conditions to the general contractor before proceeding. Beginning of installation means acceptance of
existing conditions.
C.Provide door widths and heights as noted on Drawings.
D.Provide additional access panels as required to service building systems and as required by authorities having
jurisdiction, although not shown on Drawings.
E.Submit proposed locations for access panels, not indicated on Drawings, to Architect for review prior to rough-in.
F.Access panels in time-rated fire-resistive walls, partitions and ceilings shall carry same rating as required by
Code for the wall, partition or ceiling.
G.Install access panels in accordance with manufacturer's instructions and, for fire-rated access panels, in
compliance with requirements of listing authority.
H.Provide for correct termination of adjoining finish materials and weatherproof at exterior locations.
I.Adjust doors and operating hardware for proper and smooth operation.
SLIDING GLASS AND MIRRORED DOORS
A.Provide labor, material, equipment, and services necessary for the installation of all sliding glass and mirrored
doors where shown on the drawings and as noted herein.
B.Conduct all work in conformance with the California Building Code, California Energy Requirements, American
Architectural Aluminum Manufacturers Association (AAMA), ANSI, AAMA 101-85 "Voluntary Specifications for
Aluminum Prime Windows and Sliding Glass Doors.", with materials in conformance with ASTM standards for
their designated use.
C.CBC Section 1709.5.1 Aluminum, Vinyl, and Wood Exterior Windows and Glass Doors. Exterior windows and
sliding doors shall be tested and labeled as conforming to AAMA/ WDMA/ CSA101/ I.S.2/ A440. The label shall
state the name of the manufacturer, the approved labeling agency and the product designation as specified in
AAMA/ WDMA/ CSA101/ I.S.2/ A440. Exterior side-hinged doors shall be tested and labeled as conforming to
AAMA/ WDMA/ CSA101/ I.S.2/ A440 or comply with Section 1709.5.2. Products tested and labeled as
conforming to AAMA/ WDMA/ CSA 101/ I.S.2/ A440 shall not be subject to the requirements of Sections 2403.2
and 2403.3.
1.Exterior Sliding Glass Doors
a.Frame: Factory assembled with nail on fin.
b.Finish: As selected by Owner.
c.Size and Operation: As indicated in the construction documents.
d.Hardware: Factory installed. Finish as selected by Owner.
e.Weather-stripping: All units weather-stripped per California Energy Code.
f.Screens: Factory installed on all operating units. Finish as selected by Owner.
g.Muntins: Design as shown in the construction documents. Finish to match frame.
2.Mirrored Sliding Wardrobe Doors
a.Finish: As selected by Owner.
b.Size and Operation: As indicated on construction documents.
3.Glazing
a.Refer to Glass and Glazing notes. Glazing in doors will be tempered or safety glazed.
D.Installation
1.Before installation, verify that openings are plumb and square and of proper dimension. Report frame defects
or unsuitable conditions to the general contractor before proceeding. Beginning of installation means
acceptance of existing conditions.
2.Install in accordance with manufacturer's printed installation instructions, including, but not limited to the
following to achieve weathertight and freely operating installation.
a.Install sealant and related backing materials at perimeter of assembly where required.
b.Install accessory items as required.
FINISH HARDWARE
A.Provide labor, material, equipment, and services necessary for the installation of finish hardware.
B.Conduct all work in conformance with the local building code, applicable disabled accessibility requirements and
local security requirements. Obtain all interacting types of hardware from a single manufacturer. At fire-rated
assemblies, provide hardware complying with NFPA and U.L. current testing standards appropriate for rating
ASPHALT SHINGLES
A.Provide labor, material, equipment and services necessary for installation of complete roofing, including but not
necessarily limited to, cant strips and incorporating flashing, sleeves and jacks where shown on plans and noted
herein.
B.Conduct all work in conformance with CBC Section 1507.2, relevant ICC reports, the National Roofing
Contractors Association (NRCA), the "NRCA Roofing and Waterproofing Manual", and the Asphalt Roofing
Manufacturer's Association (ARMA) with materials in conformance with ASTM standards.
C.Deliver all packaged materials to the job site in their original undamaged, unopened containers with all labels
legible at the time of installation. Store all materials in an approved manner, protecting from contact with soil and
from exposure to the elements.
D.Materials
1.Style and Manufacturer as selected by owner.
2.Color as selected by owner.
3.Underlayment as required by CBC Section 1507.2, manufactuer's installation instructions, NRCA, and ARMA.
E.Install roofing and wall flashing per manufacturer's instructions, NRCA, ARMA, carefully incorporating flashing,
scuppers, jacks, sleeves, roof drains, etc., supplied by others as necessary for a water tight roof installation.
only after substrate and penetrating work have been completed and inspected for compatibility with
waterproofing to be applied.
2.All inside corners shall be provided with prime material manufacturer approved cant strips or similar
accessories even if not shown. Special attention shall be paid to all corners, terminations and material joints
to provide proper reinforcing, lapping and adhesion.
3.Waterproof system shall be applied only over property prepared and cured substrates and within the
temperature and climate conditions specified by the prime material manufacturer.
4.Protection materials shall be installed as soon as possible to fully protect installed waterproofing system.
WALKING DECK FINISH
A.Provide labor, material, equipment, and services necessary for the installation of a waterproof walking surface for
pedestrian traffic where shown on the drawings and noted herein.
B.Conduct all work in conformance with the Federal Specification UU-B-790a, ICC with materials in compliance
with ASTM standards for their specific use, ICC evaluation reports and manufacturer's installation requirements
with materials in compliance with ASTM standards for their specific use.
C.Install work in accordance with the manufacturer's printed installation instructions, including, but not limited to the
following
1.Sheet metal flashing shall comply with SMACNA standards.
2.Carry all flashing to a height of at least four inches above traffic surface unless otherwise shown. All rail
posts, curbs and stops shall be flashed as required with joints and seams caulked.
D.Slope all decks minimum 1/4" per ft. to drain.
FLASHING AND SHEET METAL
A.Provide labor, material, equipment, and services necessary for the installation of sheet metal and/or flashing
where shown on the drawings, where necessary, and noted herein.
B.Conduct all work in conformance with the CBC, Federal Specification UU-B-790a, and ICC with materials in
compliance with ASTM standards for their specific use, SMACNA "Architectural Sheet Metal Manual", with
materials in compliance with ASTM standards for their specific use.
C.Materials:
1.Sheet metal shall conform to ASTM A361, bonderized galvanized surface to receive paint, gauge shall be as
indicated and in no case be less than 26-gauge. General: Provide all flashings, louvers, wall vents, roof
flashing, deck screeds, scuppers and any other miscellaneous sheet metal as required for complete job.
2.Elastic self-adhesive waterproof membrane sheet "Vycor Ultra" or approved equal with 26-GA G-90
galvanized sheet metal, 2x or plywood backing at vertical surfaces to be used as an underlayment below a
finish product (plaster, roofing, siding, etc.) not to be exposed to sunlight.
D.CBC Section 1404.4. Flashing. Flashing shall be installed in such a manner so as to prevent moisture from
entering the wall or to redirect it to the exterior. Flashing shall be installed at the perimeters of exterior door and
window assemblies, penetrations and terminations of exterior wall assemblies, exterior wall intersections with
roofs, chimneys, porches, decks, balconies and similar projections and at built-in gutters and similar locations
where moisture could enter the wall. Flashing with projecting flanges shall be installed on both sides and the
ends of copings, under sills and continuously above projecting trim.
E.All flashing will be installed in weather-board fashion with surrounding building paper or roof felts. Installation will
occur but not be limited to the following locations:
1.At top of all exterior window and door openings in such a manner as to be leakproof, except that self-flashing
windows having a continuous lap on not less than 1 1/8 inches (28 mm) over the sheathing material around
the perimeter of the opening, including corners, do not require additional flashing; jamb flashing may also be
omitted when specifically approved by the building official.
2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips
on both sides under stucco copings.
3.Under and at the ends of masonry, wood or metal copings and sills.
4.Continuously above all projecting wood trim.
5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood-frame construction.
6.At wall and roof intersections.
7.At built-in gutters.
8.Flashing and similar items related to the roof or waterproof membranes shall be installed in cooperation with
the roofing contractor.
9.Provide flashing and counterflashing to extent indicated on the drawings and necessary to insure waterproof
conditions.
10.Sheet metal flashing shall be installed at all locations where different materials intersect, such as roof to wall;
roof to roof; deck/balcony/landing to wall; penetrations into other locations recommended in the "Architectural
Sheet Metal Manual".
11.Work shall be accurately fabricated to detail and fitted to job conditions.
12.Lock seems (if required) shall be flat and true to line, 1/2 inch wide, sweated full with solder.
13.All exterior openings exposed to the weather, shall be flashed in such a manner as to make them waterproof.
14.Flash and seal all beams and outlookers projecting through exterior walls and/or roof surfaces.
15.Where exposed to weather, flash all horizontal wood trim butting to exterior finish.
16.All parapets shall be provided with coping of approved materials. All flashing, counterflashing and coping,
when of metal, shall be of not less than No. 26 gauge corrosion-resistant metal.
17.Roof valley flashing shall be provided for roofing materials as follows:
a.Composition shingles per CBC Section 1507.2 and as required by manufacturer's installation instructions.
b.Concrete and Clay roof tiles per applicable ICC reports, CBC Section 1507.3, and Manufacturer's
installation instructions.
c.The center of all flashing for all through roof vents, electrical service connections or other roof
penetrations, shall not be less than 16 inches from the centerline of any valley.
GUTTERS AND DOWNSPOUTS
A.Provide labor, material, equipment, and services necessary for the installation of gutter and downspouts where
shown on the drawings and as noted herein. Downspouts to be terminated 4" below weep screed or bottom edge
of siding for tie-ins to subsurface drain pipes. Locations will be verified with General Contractor and will be at a
constant location per plan.
B.Conduct all work in conformance with the SMACNA "Architectural Sheet Metal Manual" with materials in
compliance with ASTM A446 and ASTM A 361.
C.Materials:
1.Sheet metal shall conform to ASTM A361, bonderized, galvanized gauge shall be no less than 26-gauge.
Size and profile shall be per details, SMACNA and current code requirements.
D.Gutters and downspouts will occur in conformance with the following:
1.Install in accordance with SMACNA Installation standards or manufacturer's printed instructions when
available
2.Install gutters and downspouts, where indicated on plans.
3.The number of downspouts and locations shall be determined by the installer based on SMACNA and the
current code.
4.Gutter size shall be as detailed based on SMACNA and current code.
5.Install gutters at all areas where roof water is deposited onto decks, balconies or landings.
6.All downspouts shall be continuous to grade.
7.Connect downspouts to independent underground drainage system as required by the soils reports or local
jurisdiction or where noted on plan. (refer to Civil drawings).
SEALANTS
A.Provide labor, material, equipment, and services necessary for the installation of sealants complete where shown
on the drawings, where necessary, and noted herein. The general notes herewith pertaining to sealants occurring
throughout the project as indicated or required and becomes a part of all trade sections requiring sealants. The
term "sealant" is used throughout the drawings and general notes to define as the materials and methods of filing
with an elastic compound the small crevices, holes, separations, and joints between similar and different
materials that cannot be sealed by any other means to prevent the passage or penetration of wind, rain, water,
dust, heat and smoke; to make joints fire or weathertight.
B.Conduct all work in conformance with the Sealant and water-proofers institute, National Roofing Contractors
Association (NRCA) "NRCA Roofing and Waterproofing Manual", Underwriters laboratories, Inc. (U.L.) with all
materials in compliance with ASTM standards for their specific use.
C.Use products of only one manufacturer for respective items throughout the project and for each item of material
under this section unless otherwise indicated on the drawings or specified herein. Unless indicated or specified
otherwise, exposed sealants shall match color of adjacent materials and be manufactured capable to accept
paint. Joint fillers, primers, or other materials used in conjunction with sealants shall not cause staining of
sealants or materials to which they are applied. Sealants selected shall be fully compatible with all materials with
which they come into contact.
1.Sealants types and locations
a.Mildew-resistant sealant: Seal non-porous surfaces around ceramic tile, showers, tubs, sinks and
plumbing fixtures where conditions of high humidity and temperature exists.
b.Elastomeric sealant: Sealing expansion and control joint, pre-cast panel joints, seismic joints, exterior
insulation finish system joints, curtain wall joints, mullion and other joints that experience extreme
movement.
c.Weather proofing sealant: Sealing pre-cast concrete panel joints, curtain wall joints, mullion joints, metal
panel walls and perimeters of window and door frames.
d.Silicone glazing and waterproofing sealant: Sealing expansion and control joints in pre-cast concrete
maintenance touch-up work.
15.The painting contractor is responsible for the removal and proper disposal of all paint or stain materials and
supplies at job completion.
CERAMIC TILE
A.Provide labor, material, equipment, and services necessary for the installation of all ceramic tile work as shown
on the drawings and as noted herein.
B.Conduct all work in conformance with CBC Section 2103, ICC evaluation reports and manufacturer's installation
requirements with materials in compliance with A.S.T.M. standards for their specific use.
C.Installation shall conform to Tile Council of America "American National Standard Specifications for the
installation of Ceramic Tile"; "Handbook for Ceramic Tile Installation" (current edition), all as amended by
Ceramic Tile Institute's recommendations.
D.Materials:
1.Countertops and splashes: as selected by Owner.
2.Hard tile flooring: as selected by Owner.
3.Grout: Color as selected by Owner.
4.Provide non-slip surface as tiled walking surfaces.
E.Contractor shall inspect details, and framing for appropriateness to installing ceramic tile. Report deficiencies
immediately in writing to the developer with a copy to the architect. Failure to do so, or commencement of work
without such notification, will constitute an acceptance by contractor of suitability of previous work by others.
F.Verify all sizes and dimensions by taking field measurement prior to installation.
G.Verify all openings as plumb, square and true.
H.Provide approved waterproof membrane at showers or tubs where ceramic tile finish is indicated.
I.Tile shall be thin set on floor areas except tubs or showers, with slip sheet under tile.
J.Mud set all other areas.
RESILIENT FLOORING
A.Provide labor, material, equipment, and services necessary for the installation of all sheet vinyl flooring as shown
on the drawings and as noted herein.
B.Conduct all work in conformance with the Resilient Tile Institute with materials in compliance with ASTM
standards for their specific use.
C.Owner's general contractor shall coordinate floorings subcontractor with framing and concrete contractors to
insure compatibility of adhesives and sub-floor surface texture, materials and preparation.
D.Materials
1.As selected by Owner.
2.Verify with acoustical report for material.
E.Install in accordance with manufacturer's printed installation instructions
F.Upon completion of installation of floor covering, adjacent work, and after materials have set, clean surfaces as
recommended by manufacturer.
GYPSUM BOARD
A.Provide labor, material, equipment, and services necessary for the installation of gypsum board complete where
shown on drawings and noted herein.
B.Conduct all work in conformance with CBC Chapter 25, ASTM, Gypsum Association GA-216 "Recommended
Specifications for Applications and Finish of Gypsum Board" and the "American Standard Notes for Application
and Finishing of Gypsum Board", by the American National Standards Institute (ANSI).
C.Provide Gypsum Board at locations noted. Provide accessories at all locations as required for complete system.
1.Wet Areas: Moisture resistant as required by CBC Section 2509 and in thickness and locations
recommended by gypsum board manufacturer to occur at walls only.
2.Accessories:
a.Bullnose (90 degree right angle) corner bead at all external corners.
b.Corrosive resistive, L-type edge trim at all exposed edges.
c.Semi-rigid PVC flexible corner bead at radiused openings.
d.Resilient channels, provide manufacturer's special shaped metal furring channel in gauge and spacing as
required for applicable fire or sound rated assemblies.
e.Tape and joint compound as recommended by gypsum board manufacturer.
f.Provide permanently resilient sealant at sound control joints as recommended by manufacturer.
g.Nail or screw per applicable code requirements. Refer to drawings for special nailing at shear walls and
fire/sound rated assemblies. The contractor at his option may substitute wallboard screws of equivalent
properties in lieu of nails as permitted by authority having jurisdiction. Fasteners at multiple layer
applications shall be sized accordingly. Fasteners where shear walls occur shall be lengthened by the
thickness of the sheathing to ensure the required embedment into support framing is maintained.
E.All gypsum board shall be of type, edge, configuration arrangement and maximum lengths available to minimize
end to end butt joints. All joints in finished surfaces shall be taped and finished with joint compound. Reinforce all
corners and conceal exposed nail or screw heads with joint compound. Metal trim shall be applied tightly to
gypsum board edges, plumb, level and true to plan, securely attached. All gypsum wall board concealing tub
nailing fins shall be aligned with adjacent wall planes such that the true wall plane is maintained.
PLUMBING
A.Provide labor, material, equipment, and services necessary for the installation of a complete plumbing system
where shown on the drawings and as noted herein. The plumbing system is to operate according to the best
practices of the trade and including but not limited to: fixtures, hot, cold water and gas piping, soil and vent piping,
water heaters, pipe insulation, permits, fees, meters, deck drains, etc. (verify all drains and overflow systems that
tie in with underground drainage systems). Refer to plans by subcontractor or licensed engineer for actual layout
and specifications.
B.Conduct work in conformance with the California Plumbing Code.
C.Plumbing fixtures to be selected by Owner. Install in accordance with the best practice of this trade but not limited
to the following:
1.Rough-in shall be completed, tested and approved before closing in with other work.
2.Openings in pipes, drains, and fittings shall be kept covered during construction.
3.Provide solid backing for securing fixtures.
4.Provide clean-outs at ends of all lines and where required by codes.
5.Slope gas piping not less than 1/4 inch in 15 feet per CPC 1210.2.2.
6.Verify all fire and acoustic assembly requirements prior to installation. All plumbing penetrations through a
rated wall or ceiling, where occurs, shall comply with CBC Chapter 7 and all applicable UL Listings.
D.Verify all clearances for water closets, lavs, etc. with appropriate accessibility requirements.
HEATING AND AIR CONDITIONING
A.Provide labor, material, equipment, and services necessary for the installation of all heating and ventilating
systems where shown on the drawings and as noted herein. Refer to plans by subcontractor or licensed engineer
for actual layout and specifications. Installer to verify locations of register(s) and thermostat(s) with owner
prior to installation of interior finish.
B.Conduct work in conformance with the California Mechanical Code.
C.Installation
1.Equipment to comply with all applicable California Energy Code Standards. All equipment installation to be
per manufacturer's printed installation requirements. Verify all clearances required for equipment installation
with general contractor and equipment manufacturer. Verify all fire assembly requirements (back draft
dampers, etc. with plans prior to fabrication and installation). Verify all acoustical requirements before
installation.
2.Combustion Air:
a.Provide one opening within 12 inches of the floor and one opening within 12 inches of the ceiling. Where
connected to the outside air by vertical ducts, provide min. 1 sq. in. for each 4,000 BTU's. Where
connected to the outside air by horizontal ducts, provide min. 1 sq. in. for each 2,000 BTU's.
b.Where one opening is provided, locate opening within 12" of the ceiling and provide min. 1-sq. in. for each
3,000 BTU's.
D.CBC Section 1202.5 Natural Ventilation. Natural ventilation of an occupied space shall be through windows,
doors, louvers or other openings to the outdoors. The operating mechanism for such openings shall be provided
with ready access so that the openings are readily controllable by the building occupants.
1.The minimum openable area to the outdoors shall be 4 percent of the floor area being ventilated.
2.Adjoining Spaces. Where rooms and spaces without openings to the outdoors are ventilated through an
adjoining room, the opening to the adjoining room shall be unobstructed and shall have an area of not less
than 8 percent of the floor area of the interior room or space, but not less than 25 square feet (2.3m²). The
minimum openable area to the outdoors shall be based on the total floor area being ventilated.
3.Contaminant sources in naturally ventilated spaces and spaces identified in CBC Section 1205.2 shall be
removed in accordance with the California Mechanical Code and the California Fire Code.
4.Where natural ventilation is to be provided by openings onto yards or courts, such yards or courts shall
comply with CBC Section 1205.
E.CBC Section 1203 Temperature Control. Interior spaces intended for human occupancy shall be provided with
active or passive space-heating systems capable of maintaining a minimum indoor temperature of 68°F (20°C) at
a point 3 feet (914 mm) above the floor on the design heating day.
Exceptions: Asapplicable per CBC 1203.1.
F.The following items shall comply with the California Energy Code as stated therein.
1.HVAC System.
2.Thermostats.
3.Heat pumps.
4.Ducts and Plenums.
5.Duct and Plenum Insulation.
ELECTRICAL
A.Provide labor, material, equipment, and services necessary for the installation of a complete electrical system
where shown on the drawings and as noted herein. Refer to plans by licensed engineer for layouts, service runs
details and general notes.
B.Conduct work in conformance with the California Electrical Code, Underwriters Laboratories, Inc. (U.L.)., and the
ASTM.
C.All materials shall be new and of the same manufacturer for each class or group of equipment. Materials shall be
assemblies, provide hardware complying with NFPA and U.L. current testing standards appropriate for rating
required. Where emergency exit devices are required, provide properly "labeled" hardware. Provide hardware
templates for proper installation of hardware.
C.Door hardware for exterior and interior doors to be lever type selected by Owner. Thresholds to be bronze
anodized aluminum, or as selected by Owner. Doors to have a minimum of three (1 1/2 pair) hinges. Doors
greater than 1 3/8" thick, 36" wide, or 90" tall shall have a minimum of four (2 pair) hinges. Exterior out swinging
hinges to be nonferrous, with non-removable pins, interior hinges to have non-rising pins. No low frequency use
hinges are to be used.
D.Exterior Doors will have complete rigid stop applied type weather-stripping. Threshold weather-stripping as
detailed.
E.Installation shall be in accordance with local code and security requirements, manufacturer's instructions, and as
indicated on drawings for complete smooth and proper operation.
WINDOWS
A.Provide labor, material, equipment, and services necessary for the installation of windows complete with all
flashing and caulking where shown on drawings and as noted herein.
B.Conduct all work in conformance with the California Building Code, American Architectural Manufacturer's
Association (AAMA), ANSI/AMI 101-85 "Voluntary Specifications for Windows and Sliding Glass Doors", National
Wood Window and Door Association I.S.2-93 and 101/I.S.2-97 Standards, ANSI/AMI 101-85 "Voluntary
Specifications for Aluminum Prime Windows and Sliding Glass Doors:, and California Enegy Code requirements.
C.Selection
1.Windows: Shall be selected by Owner. Fixed, single hung, or horizontal sliding windows conforming to
Specification HS-B1 in ANSI A134.1 and AAMA 302.8 for residential windows, complete with screens; sizes
as indicated on plans.
2.Glazing: Refer to Glass and Glazing notes and related energy compliance calculations.
3.Size and Operation: As indicated in the construction documents. Manufacturer/supplier shall provide
windows that meet all emergency exiting requirements of CBC Section 1030 and notify architect if drawings
are in conflict.
4.California Energy Code Requirements: All new windows and doors must comply with California Energy Code
Section 110.6. All new windows and doors must display NFRC labels, clearly displaying U-values and SHGC
coefficients (for glazed area) for field verification. Re-used/unlabeled windows or doors must meet minimum
default values listed in the Code.
D.Installation
1.Verification of Conditions: Before installation, verify that openings are plumb and square and of proper
dimension. Report frame defects or unsuitable conditions to the general contractor before proceeding.
2.Install in accordance with manufacturer's printed installation instructions, including, but not limited to the
following to achieve weathertight and freely operating installation.
a.Install sealant and related backing materials at perimeter of assembly where required.
b.Install accessory items as required.
GLASS AND GLAZING
A.Provide labor, material, equipment, and services necessary for the installation of glass and glazing where shown
on the drawings and as noted herein.
B.Conduct all work in conformance with CBC Section 2403, Federal specification DD-G-451 for standard glass,
Federal specification DD-G-1403 for tempered glass, Flat glass marketing association "Glazing Manual", "Safety
Standards for Architectural Glazing Material" (16CFR 1201) issued by Consumer Safety Commission, effective
July 6, 1977, Insulating Glass Certification Council and California Energy Code requirements.
C.CBC Section 1709.5. Exterior Windows and Door Assemblies. Exterior window and door assemblies shall be
tested in accordance with CBC Section 2403. The design pressure for testing shall be calculated in accordance
with CBC Chapter 16.
D.CBC Section 2406.4 Hazardous locations. The following shall be considered specific hazardous locations for the
purposes of glazing:
1.Glazing in swinging doors except jalousies.
2.Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet door
assemblies.
3.Glazing in storm doors.
4.Glazing in all unframed swinging doors.
5.Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers.
Glazing in any part of a building wall enclosing these compartments where the bottom exposed edge of the
glazing is less than 60 inches (1524 mm) measured vertically above any standing or walking surface.
6.Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a
24-inch (610 mm) arc of the door in a closed position and whose bottom edge is less than 60 inches (1524
mm) above the floor or walking surface.
7.Glazing in an individual fixed or operable panel, other than those locations described in Items 5 and 6 above,
that meets all of the following conditions:
a.Exposed area of an individual pane greater than 9 square feet (0.836 m²)
b.Bottom edge less than 18 inches (457 mm) above the floor.
c.Top edge greater than 36 inches (0.836 mm) above the floor.
d.One or more walking surfaces within 36 inches (914 mm) horizontally of the glazing.
8.All glazing in railings regardless of an area or height above a walking surface. Included are structural baluster
panels and non-structural in-fill panels.
9.Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where the
bottom edge of the pool or spa side is less than 60 inches (1524 mm) above a walking surface and within 60
inches (1524 mm) horizontally of the water's edge. This shall apply to single glazing and all panes in multiple
glazing.
10.Glazing adjacent to stairways, landing, and ramps within 36 inches (914 mm) horizontally of a walking
surface when the exposed surface of the glass is less than 60 inches (1524 mm) above the plane of the
adjacent walking surface.
11.Glazing adjacent to stairways, landing, and ramps within 60 inches (914 mm) horizontally of the bottom tread
of a stairway in any direction when the exposed surface of the glass is less than 60 inches above the nose of
the tread.
Exceptions are as stated in the CBC.
D.Installation will be in accordance with manufacturer's printed installation instructions.
EXTERIOR CEMENT PLASTER
A.Provide labor, material, equipment, and services necessary for the installation of a three-coat stucco system
where shown on the drawing and as noted herein.
B.Conduct all work in conformance with CBC Section 2512, ASTM, SMA, and Plastering Information Bureau.
C.Provide Owner selected complete three-coat stucco system, ICC tested and approved as required by the
jurisdiction, to show compliance with indicated performances including, but not limited to the following:
1.Walls: 3-coat application (scratch brown finish) over stucco underlayment. See General Notes 3-Stucco
Underlayment for more information.
2.Finish coat: Integral color stucco, factory prepared mineral pigments.
3.Color as selected by Owner.
4.Accessories: all reinforcing beads, base screeds, control joints, etc., shall be of galvanized metal.
D.Install in accordance with the manufacturer's printed installation instructions and best trade association's
standards of practice.
1.Control joints shall be as required by finish coat manufacturer with the architect to be notified of proposed
locations prior to field implementation.
ADHERED STONE VENEER
A.A facing attached to a wall for the purpose of providing ornamentation, protection, or insulation, but not counted
as adding strength to the wall.
B.Conduct all work in conformance with the CBC, UL, ASTM, and the Masonry Institute of America.
C.Provide labor, material, equipment, and services necessary for the installation of adhered veneer where shown
on the drawings and as noted herein.
D.Stone veneer shall be installed per manufacturer's requirements, ICC Reports, and per CBC Section 1404.7. and
as amended by local amendments.
PAINTING
A.Provide labor, material, equipment, and services necessary for the installation of all surfaces where shown on the
drawings and as noted herein.
B.Conduct work in compliance with the Painting and Decorating Contractors of America (PDCA), "Painting
Specification Manual".
C.The Owner will select all paint and stain products with the product selection being appropriate for the project's
climactic conditions. The interior colors to be selected by developer, exterior colors to be selected by architect
with owner's approval. Thinning of product is unacceptable.
D.Mix and apply paints and stains in accordance with manufacturer's printed installation instructions, including, but
not limited to the following minimum standards.
1.Surfaces shall be clean, dry and in a suitable condition for finish specified. Remove all oil, grease, bond
breaking agents, dust, mill scale and efflorescence.
2.Cracks, holes and knots shall be filled, sanded smooth, and sealed. Wood surfaces, except re-sawn wood,
shall be sanded smooth. Sanding dust shall be completely removed.
3.Paint should be complete before hardware is installed.
4.Interior and exterior rim and other finish work shall be backpainted, including cut ends, prior to installation to
minimize inconsistent shrinkage and moisture intrusion.
5.Each coat shall be uniformly applied, well brushed out, and free of brush marks, runs, sags or skips.
6.Paint finishes shall be cut sharply to line.
7.Subcontractor is responsible for any damage resulting from overspray, and for all necessary clean up.
8.Semi-gloss paint to be applied by brush or roller.
9.Paint all exposed edges of trim to match the trim face color.
10.Doors shall be painted on all six sides.
11.Touch up any imperfections in painted surfaces after installation of trim, base, counters, etc.
12.Protect all adjacent surfaces.
13.Application of the first coat constitutes acceptance of the surface.
14.Surplus paint will be provided to the Owner in unopened containers (amount as requested by Owner) for
maintenance touch-up work.
GENERAL NOTES
A099
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
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1
Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
GA
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Address:
Ren.11/30/25
A
No. C37490
A
A FOILOFC
R
INTA
S
ET
TC
ARCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
A
SN
VVS Estates, LLC
Vanita Soni PuriAttn:
HOLD- 829 N
Garfield St1/15/2025
GM GM GM GM GM GM GM GM GM GM GM
DN
ELEC.PANEL
ELEC.PANEL
DN
150'-0"20'-0"
50
'
-
0
"
3'
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0
"
42
'
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0
"
5'
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"
19'-6"120'-4"10'-2"
GA
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VANCE STREET
76E5
4
3R 3W
1 3
2
2 2
2
6 6 6 6 6 6 6 6 6
825 N. GARFIELD ST.
A.I.D. 398-043-02
821 N. GARFIELD ST.
A.I.D. 398-043-03
8
PREFABRICATED FIREPLACES
A.Provide labor, material, equipment, and services necessary for the installation of all prefabricated fireplaces as
shown on the drawings and as noted herein.
B.Conduct all work in conformance with CBC Section 2111.14.1, as applicable, ICC Evaluation Service Reports,
SMACNA "Architectural Sheet Metal Manual", with materials in compliance with ASTM standards for their
specific use.
C.Materials:
1.Manufacturer, size and/or model as noted on plans or as specified by Owner in bid instructions.
2.Accessories such as, but not limited to, flues, chimneys, termination caps and spark arresters as specified
and/or approved by the fireplace manufacturer.
D.Contractor shall inspect details and previous work by others for appropriateness to installing prefabricated
fireplaces. Report deficiencies immediately in writing to the developer with a copy to the architect. Failure to do
so, or commencement of work without such notification, will constitute an acceptance by contractor of suitability
of previous work by others.
E.Verify all sizes and dimensions by taking field measurements prior to installation.
F.Fireplaces and accessories shall be installed with strict adherence to manufacturer's written recommendations
and all applicable building and mechanical codes.
G.Gas or liquid fuel fireplaces shall have dampers that remain permanently open.
H.Refer to landscape drawings for all information regarding exterior fireplaces.
ASTM.
C.All materials shall be new and of the same manufacturer for each class or group of equipment. Materials shall be
listed and approved by Underwriter's Laboratories, Inc. and shall bear the inspection label where subject to such
approval. Materials shall meet with the approval of the division of industrial safety and all governing bodies having
jurisdiction. Materials shall be manufactured in accordance with applicable standards.
1.Underground service, one meter per unit, size per electrical requirements.
2.Verify meter location and all requirements with governing utility company.
3.Switch plates, covers, etc.: as selected by Owner.
4.Fixtures: as selected by Owner.
5.Smoke detectors, exhaust fans, etc.: as selected by Owner.
6.Sealed plate covers.
D.CBC Section 907.2.10 Single- and multiple-station smoke alarms. Listed single- and multiple-station smoke
alarms shall be installed in accordance with sections 907.2.10.1 through 907.2.10.8, the provisions of the CBC,
and the household fire-warning equipment provisions of NFPA 72.
1.CBC Section 907.2.10.5 Interconnection. Where more than one smoke alarm is required to be installed within
an individual dwelling unit or sleeping unit in Group R-2, R-3, R3.1 or R-4, or within an individual dwelling unit
or sleeping unit in Group R-1, the smoke alarms shall be interconnected in such a manner that the activation
of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible in all
bedrooms over background noise levels with all intervening doors closed.
2.CBC Section 907.2.10.6 Power Source. In new construction, required smoke alarms shall receive their
primary power from the building wiring where such wiring is served from a commercial source and shall be
equipped with a battery backup. Smoke alarms shall emit a signal when the batteries are low. Wiring shall be
permanent and without a disconnecting switch other than as required for overcurrent protection.
3.Exceptions as stated in CBC Section 907.
4.Additional requirements as stated in CBC 907.2.10.2 for R-3 occupancies.
E.CBC Section 915.4. Carbon Monoxide Alarms for new construction, an approved carbon monoxide alarm shall be
installed in dwelling units within which fuel-burning appliances are installed; and in dwelling units that have
attached garages.
1.CBC Section 915.4.1 Power Source. For new construction, required carbon monoxide alarms shall receive
their primary power from the building wiring where such wiring is served from a commercial source and shall
be equipped with a battery back-up. Alarm wiring shall be directly connected to the permanent building wiring
without a disconnecting switch other than as required for overcurrent protection.
2.Exceptions as stated in CBC section 915.4.1.
3.CBC Section 915.4.5. Interconnection Where more than one carbon monoxide alarm is required to be
installed within the dwelling unit or within the sleeping unit, the alarm shall be interconnected in a manner that
activation of one alarm shall activate all of the alarms in the individual unit.
Exceptions as stated in CBC Section 915.4.5.
4.Locations requirements as stated in CBC 915.4.3.
5.Combination alarms per CBC 915.4.4.
6.CBC Section 915.7. Visible Alarms In buildings meeting the definition of "COVERED MULTIFAMILY
DWELLINGS" as defined in chapter 2, all required carbon monoxide alarms shall be equipped with the
capability to support visible alarm notification in accordance with NFPA 720.
SCALE:11/8"=1'-0"ARCHITECTURAL SITE PLAN
ARCHITECTURAL
SITE PLAN & GENERAL
NOTES (CONTINUED)
A100
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
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No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
09/13/2024 2ND PLAN CHECK SUBMITTAL
82
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1
Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
GA
R
F
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L
D
R
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T
O
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A
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I
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N
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Address:
Ren.11/30/25
A
No. C37490
A
A FOILOFC
R
INTA
S
ET
TC
A RCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
A
SN
VVS Estates, LLC
1
Vanita Soni PuriAttn:
N
SCALE:2N.T.S.GEN. NOTES (CONT'D)
SITE PLAN KEYNOTES
DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING)
1 PROJECT SITE
2 PROPERTY LINE
3 (E) 10-UNIT MULTI-FAMILY RESIDENTIAL BUILDING [M.F.BLDG.]
3R LINE OF ROOF EDGE [M.F.BLDG.]
3W LINE OF EXTERIOR WALL BELOW [M.F.BLDG.]
4 20 FT. WIDE ALLEY AT REAR OF PROPERTY
5 (E) FLOOR MOUNTED GAS METERS (11 TOTAL).
6 (PPSD) FLOOR-MOUNTED MECHANICAL MINI-SPLIT UNIT.
6E (E) FLOOR-MOUNTED MECHANICAL MINI-SPLIT UNIT.
7 (E) UTILITY ROOM W/ ELECTRICAL METERS (11 TOTAL) AT 1ST FLOOR.
8
(PPSD) 6 FT. TALL WOOD FENCE W/ 3 FT. WIDE GATE. DESIGN INTENT
IS TO SCREEN (PPSD) MECHANICAL UNITS ALONG SIDE YARD.
REFER TO THE "PLAIN WOOD" FENCE STYLE IN DETAIL 17 / A902.
SITE PLAN SYMBOL LEGEND
(E) HARDSCAPE
PROPERTY LINE
EXISTING ROOF SLOPE DOWN [M.F.BLDG.]
(E) MULTI-FAMILY BUILDING [M.F.BLDG.]
(E) SITE - NOT IN SCOPE OF WORK
(E) LANDSCAPE
NOTE TO GEN. CONTRACTOR
THE EXISTING CONDITIONS AT THE SUBJECT BUILDING WERE PARTIALLY
CONCEALED AT THE TIME OF OBSERVATION. THOSE CONCEALED PORTIONS
COULD NOT BE OBSERVED PRIOR TO THE PREPARATION OF THESE
DOCUMENTS.
DURING CONSTRUCTION, SHOULD YOU FIND FIELD CONDITIONS THAT DIFFER
FROM THOSE DOCUMENTED AS "EXISTING" IN THESE DOCUMENTS,
IMMEDIATELY ALERT THE PROJECT ARCHITECT, STRUCTURAL ENGINEER &
OWNER OF THE DIFFERING CONDITIONS IN THE FORM OF A REQUEST FOR
INFORMATION (RFI).
1
1
HOLD- 829 N
Garfield St1/15/2025
ELEC.PANEL
UP
UP
GM GM GM GM GM GM GM GM GM GM GM
UNIT 2 (1-ALT-R)
4 / A600
UNIT 1
1 / A600
UNIT 3
1 / A601
UNIT 4 (3-ALT-R)
4 / A601
GARAGES 1 - 5
GARAGES 6 - 10
UNIT 5
1 / A602
LAUNDRY /
UTILITY ROOM
W1e
W2e
W1e W1e
W2e
W1e
W2e W2e
W2e
W2e W2e
W1eW1e
STAIR 1
STAIR 2
D3
D5 D4
D1
D2
D6
TYP.
120'-4"
42
'
-
0
"
F.
E
.
F.
E
.
F.
E
.
ELEC.PANEL
UP
UP
GM GM GM GM GM GM GM GM GM GM GM
UNIT 2 (1-ALT-R)
5 / A600
UNIT 1
2 / A600
UNIT 3
2 / A601
UNIT 4 (3-ALT-R)
5 / A601
GARAGES 1 - 5
GARAGES 6 - 10
UNIT 5
2 / A602
UTILITY ROOM
U1J
W1
W2
W1W1
W2
W1
W2
W2
W2
W2
W2
W1W1
STAIR 1
STAIR 2
4
1
2
3
A300
1
A300
4
A300
2
A300
11
A400A400
22
A400A400
3
3
A400
A400
3
TYP.
120'-4"
42
'
-
0
"
F.
E
.
F.
E
.
F.
E
.
5555 5 5 5 5 5
W2
W2A W2A
W2A
W2A
W2A
W2A
W2A
SCALE:13/16"=1'-0"DEMOLITION BUILDING PLAN - LEVEL 1
DOOR REFERENCE. REFER TO 1 / A800.XX
WINDOW REFERENCE. REFER TO 2 / A800.X
B.P. WALL / SYMBOL LEGEND
2X4 WOOD STUD WALL (NON-RATED)
* REFER TO W1e & W2e / A900 FOR (E) ASSEMBLIES
REFER TO W1 THRU W6 / A900 FOR (PPSD) ASSEMBLIES
REFER TO "FIRE-RESISTANCE NOTES" ABOVE.
DEMOLITION PLAN KEYNOTES
DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING)
D1 DAMAGED RISERS ALONG STAIR 1 TO BE REMOVED.
D2 CONCRETE LANDING AT BASE OF STAIR 2 TO BE REMOVED.
D3 COMMON LAUNDRY WASHER / DRYER TO BE REMOVED.
D4 EXISTING DOOR TO BE REMOVED, ONLY IF DAMAGED. REFER TO
KEYNOTE 3 ABOVE.
D5 EXISTING WINDOW TO BE REMOVED.
D6 BUILDING ELEMENTS WITHIN UNITS TO BE REMOVED. REFER TO A600
SERIES UNIT PLANS FOR ADDITIONAL INFORMATION.
1.PROTECT ALL AREAS, SYSTEMS, FINISHES AND OTHER ITEMS TO
REMAIN DURING CONSTRUCTION.
2.ALL UTILITY LINES SUPPORTING OTHER PARTS OF THE EXISTING
BUILDING TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.
SUPPORT AND PROTECT DURING DEMOLITION AND CONSTRUCTION.
3.THE FINISH DIMENSIONS OF THE OPENING THROUGH EXISTING WALLS
ARE SHOWN ON THE PLANS. GC SHALL COORDINATE DEMOLITION
TEMPORARY SHORING AND PROVIDE ANY ADDITIONAL CLEARANCE
REQUIRED FOR FRAMING AND FINISH OF THE OPENING.
4.THESE PLANS ARE TO DIAGRAM AREAS OF DEMOLITION AND SHALL
NOT BE USED AS A RECORD OF EXISTING CONDITIONS.
5.SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DESCRIPTION OF
DEMOLITION SCOPE OF WORK.
6.PATCH ALL WALLS, FLOORS AND CEILING TO BE FLUSH AND SMOOTH
WITH EXISTING ADJACENT CONDITION.
7.PATCH AND LEVEL FOUNDATION SLAB AFTER DEMO FOR NEW WORK.
8.CLEAN AND PREP ALL AREA FOR NEW FINISH.
9.WHENEVER UNEXPECTED STRUCTURAL ELEMENTS, SUCH AS
BEARING WALLS, ARE DISCOVERED, CONTACT STRUCTURAL
ENGINEER FOR OBSERVATION AND FURTHER INSTRUCTION.
10.WHENEVER HAZARDOUS MATERIALS ARE DISCOVERED, STOP WORK
IN THE PROXIMITY. COORDINATE W/ OWNER'S HAZARDOUS MATERIAL
ABATEMENT CONTRACTOR FOR LEGAL REMOVAL AND DISPOSAL.
11.FOR ASBESTOS ABATEMENT:
CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS,
PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND
TRANSPORTATION OF ASBESTOS MATERIALS) AND EQUIPMENT
WHICH IS SPECIFIED, SHOWN OR REASONABLY IMPLIED FOR
ASBESTOS ABATEMENT ACTIVITIES AS REQUIRED BY ALL APPLICABLE
FEDERAL, STATE AND LOCAL ENFORCEMENT AGENCIES.
12.FOR LEAD-BASED PAINT / WASTE ABATEMENT:
CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS,
PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND
TRANSPORTATION OF LEAD-BASED PAINT AND LEAD-BASED PAINT
WASTE MATERIALS) AND EQUIPMENT WHICH IS SPECIFIED, SHOWN
OR REASONABLY IMPLIED FOR LEAD ABATEMENT ACTIVITIES AS
REQUIRED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL
ENFORCEMENT AGENCIES.
13.REVIEW PROPOSED BUILDING PLANS FOR CONTEXT & DESIGN INTENT.
DEMO PLAN GENERAL NOTES
BUILDING PLAN KEYNOTES
DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING)
1
(E) STAIR 1 TO BE RESTORED. ALL DAMAGED RISERS TO BE REPLACED
W/ SOLID WOOD OF NOT LESS THAN 2" NOMINAL THICKNESS, PER 2022
CEBC SEC. 313.5. REFER TO DETAILS 17 - 22 ON SHEET A911.
2
(E) STAIR 2 TO BE RESTORED. CONCRETE LANDING AT BASE OF STAIR
2 TO BE REMOVED / REPLACED W/ 2 WOOD STAIRS TO ADDRESS
NON-COMPLIANCE W/ 2022 CEBC SEC. 313.3. NEW RISERS / TREADS
SHALL MATCH THE RISE / RUN OF RISERS / TREADS ABOVE, BUILT W/
SOLID WOOD OF NOT LESS THAN 2" NOMINAL THICKNESS, PER 2022
CEBC SEC. 313.5. REFER TO DETAILS 17 - 22 ON SHEET A911. HANDRAIL
SHALL BE EXTENDED TO A MIN. (12 IN. + TREAD WIDTH) BEYOND
BOTTOM RISER, PER 2022 CBC SEC. 1014.6.
3
(E) EXTERIOR COMMON & UNIT ENTRY DOORS TO BE RESTORED.
ONLY DAMAGED DOORS & THE ALTERED DOOR AT UNIT 3 TO BE
REMOVED / REPLACED W/ DOORS SIM. TO UNITS 1 & 2. ALL DOORS TO
BE SANDED, PRIMED AND PAINTED TO MATCH THE (E) DOOR COLOR
AT UNITS 1 & 2. ALL SCREEN DOORS TO BE PRIMED & PAINTED TO
MATCH THE (E) SCREEN DOOR COLOR AT UNITS 1 & 2. ALL DOOR
HANDLES & LOCKSETS TO BE REMOVED / REPLACED. REFER TO THE
DOOR SCHEDULE FOR LOCATIONS OF SELF-CLOSING HARDWARE.
4 TANK WATER HEATER TO BE ADDED. REFER TO PLUMB'G DWGS.
5 (PPSD) FLOOR-MOUNTED MECHANICAL UNIT. REFER TO SHEETS TM00 -
TM01 OF THE MECH'L DWGS. & INSTALL PER MANUF. REQS.
6
(E) WOOD FASCIA BOARD W/ SOFFITED, CLOSED STUCCO EAVE ABV.
DAMAGED / MISSING PORTIONS OF FASCIA TO BE REPLACED W/ NEW
FASCIA BOARD. ROOF FASCIA TO BE PAINTED ALL AROUND TO MATCH
DARK GRAY COLOR OF EXISTING TRIM (I.E. STAIR 1, GUARDRAILS,
POSTS, ETC.). COLOR SHALL BE APPROVED BY ARCHITECT / OWNER.
7 2-HR FIRE-RES. RATED MECH'L SHAFT. REFER TO DETAIL 16 / A902.
1.REFER TO SHEET A900 FOR FIRE-RES. RATED WALL ASSEMBLIES.
REFER TO WALL TAGS ON SHEETS A201 & A202 FOR LOCATIONS OF
FIRE-RES. RATED WALL ASSEMBLIES.
2.REFER TO SHEET A901 FOR FIRE-RES. RATED CONTINUITY DETAILS.
3.REFER TO SHEET A902 FOR TYPICAL FIRE-RES. RATED DETAILS.
4.REFER TO SHEET A903 FOR FIRE-RES. RATED PENETRATION
DETAILS.
5.WHERE PORTIONS OF EXISTING WALL FINISHES ARE REMOVED
DURING CONSTRUCTION TO ACHIEVE THE ALTERATIONS
PROPOSED, THOSE PORTIONS SHALL BE REPLACED WITH THE
PROPOSED WALL ASSEMBLIES, REFERENCED ON SHEETS A201 &
A202, & DETAILED ON SHEET A900, FOR THE LENGTH OF EACH
FRAMING BAY THAT IS EXPOSED UP TO THE NEAREST STUD IN
EACH DIRECTION.
6.WHERE EXISTING WALL FRAMING MEMBERS ARE REPLACED WITH
NEW WALL FRAMING MEMBERS AT DEMISING WALLS BETWEEN
UNITS, RESILIENT CHANNELS SHALL BE ADDED TO ACHIEVE A MIN.
STC RATING OF 50, PER DETAIL W2A / A900.
7.BUILT-IN FIXTURES, SUCH AS ELECTRICAL SERVICE SUBPANELS,
EXCEEDING 16 SQ. IN. IN AREA SHALL BE FIRE-RES. RATED.
FIRE-RESISTANCE NOTES
2X4 WOOD STUD WALL ( 1-HR FIRE-RES. REQ * )
EXIT SIGN (CEBC 313.8) - CEILING MOUNTED MIN.
7'-0" AFF; ILLUMINATED; 1-SIDED DIRECTIONAL
ARROW WHERE REQ. REFER TO "EXIT SIGN NOTES"
EXIT
FIRE-RES. RATED WALL REFERENCES.
REFER TO SHEET A900.W #
UNIT #
# / SHEET
UNIT PLAN REFERENCE. REFER TO A600 SERIES SHEETS.
1.EVERY EXIT DOORWAY OR CHANGE IN DIRECTION OF A CORRIDOR
SHALL BE MARKED WITH A WELL-LIGHTED EXIT SIGN HAVING
LETTER AT LEAST 5 INCHES HIGH. [2022 CEBC SEC. 313.8]
2.PROVIDE INTERNALLY ILLUMINATED EXIT SIGNS IN CONFORMANCE
WITH CBC SEC. 1011.4.
3.EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. PROVIDE
BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN
CONFORMANCE WITH CBC SEC. 1011.5.3.
4.ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE
SUBJECT TO CHANGE DURING FINAL INSPECTION.
5.EGRESS LIGHTING TO MEET THE MINIMUM 1 FOOT CANDLE AT
FLOOR LEVEL.
EXIT SIGN NOTES
EXISTING WALL / ELEMENT TO REMAIN
EXISTING WALL / ELEMENT TO BE DEMOLISHED. REFER
TO PPSD FLOOR PLANS FOR CONTEXT & DESIGN INTENT.
DEMO SYMBOL LEGEND
1.ALL MINIMUM CLEAR DIMENSIONS ARE TO FINISH MATERIAL.
2.ALL WALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING. FOR
CMU OR CONCRETE WALLS, DIMENSIONS ARE SHOWN TO FACE OF
BLOCK OR CONCRETE SURFACE.
3.ALL EXISTING WALL DIMENSIONS ARE FOR REFERENCE ONLY &
SHALL BE VERIFIED IN THE FIELD.
4.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8.
B.P. GENERAL NOTES
FIRE-RES. RATED WALL REFERENCES.
REFER TO SHEET A900.W #
(E) SURFACE-MOUNTED FIRE EXTINGUISHERF.E.
2X4 WOOD STUD SHAFT WALL ( 2-HR FIRE-RES. REQ * )
1
1
1
3
DEMOLITION &
PROPOSED BUILDING
PLANS - LEVEL 1
A201
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
4t
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No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
09/13/2024 2ND PLAN CHECK SUBMITTAL
11/07/2024 3RD PLAN CHECK SUBMITTAL
12/18/2024 4TH PLAN CHECK SUBMITTAL
82
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2
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1
Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
GA
R
F
I
E
L
D
R
E
S
T
O
R
A
T
I
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N
/
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M
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Address:
Ren.11/30/25
A
No. C37490
A
A FOILOFC
R
INTA
S
ET
TC
A RCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
A
SN
VVS Estates, LLC
1
Vanita Soni PuriAttn:
2
3
N
SCALE:23/16"=1'-0"PROPOSED BUILDING PLAN - LEVEL 1
N
1
1
3
3 3 3
3
3
3
HOLD- 829 N
Garfield St1/15/2025
DN
ELEC.PANEL
ELEC.PANEL
DN
UNIT 6
4 / A602
UNIT 7 (3)
1 / A601
UNIT 8 (3-ALT-R)
4 / A601
UNIT 10
4 / A603
UNIT 9
1 / A603
ROOF BELOW
COMMON CORRIDOR
W1e
W1e
W1e W1e
W1e
W1e
W2e W2e
W2e
STAIR 1
STAIR 2
D6
TYP.
D1
D2
42
'
-
0
"
F.
E
.
120'-4"
99'-4 1/2"20'-11 1/2"
DN
ELEC.PANEL
ELEC.PANEL
DN
UNIT 6
5 / A602
UNIT 7 (3)
2 / A601
UNIT 8 (3-ALT-R)
5 / A601
UNIT 10
5 / A603
UNIT 9
2 / A603
ROOF BELOW
COMMON CORRIDOR EX
I
T
EXIT
EXIT
W1
W1
W1W1
W1
W1
W2W2
W2
STAIR 1
STAIR 2
1
2
3
A300
1
A300
4
A300
2
A300
11
A400A400
22
A400A400
3
3
A400
A400
3
TYP.
120'-4"
42
'
-
0
"
6
TYP.
F.
E
.
99'-4 1/2"20'-11 1/2"
W4
W3 TYP.
ALT.
W4
W3 TYP.
ALT.
7
7
W2A W2A
W2A
DOOR REFERENCE. REFER TO 1 / A800.XX
WINDOW REFERENCE. REFER TO 2 / A800.X
B.P. WALL / SYMBOL LEGEND
2X4 WOOD STUD WALL (NON-RATED)
* REFER TO W1e & W2e / A900 FOR (E) ASSEMBLIES
REFER TO W1 THRU W6 / A900 FOR (PPSD) ASSEMBLIES
REFER TO "FIRE-RESISTANCE NOTES" ABOVE.
DEMOLITION PLAN KEYNOTES
DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING)
D1 DAMAGED RISERS ALONG STAIR 1 TO BE REMOVED.
D2 CONCRETE LANDING AT BASE OF STAIR 2 TO BE REMOVED.
D3 COMMON LAUNDRY WASHER / DRYER TO BE REMOVED.
D4 EXISTING DOOR TO BE REMOVED, ONLY IF DAMAGED. REFER TO
KEYNOTE 3 ABOVE.
D5 EXISTING WINDOW TO BE REMOVED.
D6 BUILDING ELEMENTS WITHIN UNITS TO BE REMOVED. REFER TO A600
SERIES UNIT PLANS FOR ADDITIONAL INFORMATION.
1.PROTECT ALL AREAS, SYSTEMS, FINISHES AND OTHER ITEMS TO
REMAIN DURING CONSTRUCTION.
2.ALL UTILITY LINES SUPPORTING OTHER PARTS OF THE EXISTING
BUILDING TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.
SUPPORT AND PROTECT DURING DEMOLITION AND CONSTRUCTION.
3.THE FINISH DIMENSIONS OF THE OPENING THROUGH EXISTING WALLS
ARE SHOWN ON THE PLANS. GC SHALL COORDINATE DEMOLITION
TEMPORARY SHORING AND PROVIDE ANY ADDITIONAL CLEARANCE
REQUIRED FOR FRAMING AND FINISH OF THE OPENING.
4.THESE PLANS ARE TO DIAGRAM AREAS OF DEMOLITION AND SHALL
NOT BE USED AS A RECORD OF EXISTING CONDITIONS.
5.SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DESCRIPTION OF
DEMOLITION SCOPE OF WORK.
6.PATCH ALL WALLS, FLOORS AND CEILING TO BE FLUSH AND SMOOTH
WITH EXISTING ADJACENT CONDITION.
7.PATCH AND LEVEL FOUNDATION SLAB AFTER DEMO FOR NEW WORK.
8.CLEAN AND PREP ALL AREA FOR NEW FINISH.
9.WHENEVER UNEXPECTED STRUCTURAL ELEMENTS, SUCH AS
BEARING WALLS, ARE DISCOVERED, CONTACT STRUCTURAL
ENGINEER FOR OBSERVATION AND FURTHER INSTRUCTION.
10.WHENEVER HAZARDOUS MATERIALS ARE DISCOVERED, STOP WORK
IN THE PROXIMITY. COORDINATE W/ OWNER'S HAZARDOUS MATERIAL
ABATEMENT CONTRACTOR FOR LEGAL REMOVAL AND DISPOSAL.
11.FOR ASBESTOS ABATEMENT:
CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS,
PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND
TRANSPORTATION OF ASBESTOS MATERIALS) AND EQUIPMENT
WHICH IS SPECIFIED, SHOWN OR REASONABLY IMPLIED FOR
ASBESTOS ABATEMENT ACTIVITIES AS REQUIRED BY ALL APPLICABLE
FEDERAL, STATE AND LOCAL ENFORCEMENT AGENCIES.
12.FOR LEAD-BASED PAINT / WASTE ABATEMENT:
CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS,
PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND
TRANSPORTATION OF LEAD-BASED PAINT AND LEAD-BASED PAINT
WASTE MATERIALS) AND EQUIPMENT WHICH IS SPECIFIED, SHOWN
OR REASONABLY IMPLIED FOR LEAD ABATEMENT ACTIVITIES AS
REQUIRED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL
ENFORCEMENT AGENCIES.
13.REVIEW PROPOSED BUILDING PLANS FOR CONTEXT & DESIGN INTENT.
DEMO PLAN GENERAL NOTES
BUILDING PLAN KEYNOTES
DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING)
1
(E) STAIR 1 TO BE RESTORED. ALL DAMAGED RISERS TO BE REPLACED
W/ SOLID WOOD OF NOT LESS THAN 2" NOMINAL THICKNESS, PER 2022
CEBC SEC. 313.5. REFER TO DETAILS 17 - 22 ON SHEET A911.
2
(E) STAIR 2 TO BE RESTORED. CONCRETE LANDING AT BASE OF STAIR
2 TO BE REMOVED / REPLACED W/ 2 WOOD STAIRS TO ADDRESS
NON-COMPLIANCE W/ 2022 CEBC SEC. 313.3. NEW RISERS / TREADS
SHALL MATCH THE RISE / RUN OF RISERS / TREADS ABOVE, BUILT W/
SOLID WOOD OF NOT LESS THAN 2" NOMINAL THICKNESS, PER 2022
CEBC SEC. 313.5. REFER TO DETAILS 17 - 22 ON SHEET A911. HANDRAIL
SHALL BE EXTENDED TO A MIN. (12 IN. + TREAD WIDTH) BEYOND
BOTTOM RISER, PER 2022 CBC SEC. 1014.6.
3
(E) EXTERIOR COMMON & UNIT ENTRY DOORS TO BE RESTORED.
ONLY DAMAGED DOORS & THE ALTERED DOOR AT UNIT 3 TO BE
REMOVED / REPLACED W/ DOORS SIM. TO UNITS 1 & 2. ALL DOORS TO
BE SANDED, PRIMED AND PAINTED TO MATCH THE (E) DOOR COLOR
AT UNITS 1 & 2. ALL SCREEN DOORS TO BE PRIMED & PAINTED TO
MATCH THE (E) SCREEN DOOR COLOR AT UNITS 1 & 2. ALL DOOR
HANDLES & LOCKSETS TO BE REMOVED / REPLACED. REFER TO THE
DOOR SCHEDULE FOR LOCATIONS OF SELF-CLOSING HARDWARE.
4 TANK WATER HEATER TO BE ADDED. REFER TO PLUMB'G DWGS.
5 (PPSD) FLOOR-MOUNTED MECHANICAL UNIT. REFER TO SHEETS TM00 -
TM01 OF THE MECH'L DWGS. & INSTALL PER MANUF. REQS.
6
(E) WOOD FASCIA BOARD W/ SOFFITED, CLOSED STUCCO EAVE ABV.
DAMAGED / MISSING PORTIONS OF FASCIA TO BE REPLACED W/ NEW
FASCIA BOARD. ROOF FASCIA TO BE PAINTED ALL AROUND TO MATCH
DARK GRAY COLOR OF EXISTING TRIM (I.E. STAIR 1, GUARDRAILS,
POSTS, ETC.). COLOR SHALL BE APPROVED BY ARCHITECT / OWNER.
7 2-HR FIRE-RES. RATED MECH'L SHAFT. REFER TO DETAIL 16 / A902.
1.REFER TO SHEET A900 FOR FIRE-RES. RATED WALL ASSEMBLIES.
REFER TO WALL TAGS ON SHEETS A201 & A202 FOR LOCATIONS OF
FIRE-RES. RATED WALL ASSEMBLIES.
2.REFER TO SHEET A901 FOR FIRE-RES. RATED CONTINUITY DETAILS.
3.REFER TO SHEET A902 FOR TYPICAL FIRE-RES. RATED DETAILS.
4.REFER TO SHEET A903 FOR FIRE-RES. RATED PENETRATION
DETAILS.
5.WHERE PORTIONS OF EXISTING WALL FINISHES ARE REMOVED
DURING CONSTRUCTION TO ACHIEVE THE ALTERATIONS
PROPOSED, THOSE PORTIONS SHALL BE REPLACED WITH THE
PROPOSED WALL ASSEMBLIES, REFERENCED ON SHEETS A201 &
A202, & DETAILED ON SHEET A900, FOR THE LENGTH OF EACH
FRAMING BAY THAT IS EXPOSED UP TO THE NEAREST STUD IN
EACH DIRECTION.
6.WHERE EXISTING WALL FRAMING MEMBERS ARE REPLACED WITH
NEW WALL FRAMING MEMBERS AT DEMISING WALLS BETWEEN
UNITS, RESILIENT CHANNELS SHALL BE ADDED TO ACHIEVE A MIN.
STC RATING OF 50, PER DETAIL W2A / A900.
7.BUILT-IN FIXTURES, SUCH AS ELECTRICAL SERVICE SUBPANELS,
EXCEEDING 16 SQ. IN. IN AREA SHALL BE FIRE-RES. RATED.
FIRE-RESISTANCE NOTES
2X4 WOOD STUD WALL ( 1-HR FIRE-RES. REQ * )
EXIT SIGN (CEBC 313.8) - CEILING MOUNTED MIN.
7'-0" AFF; ILLUMINATED; 1-SIDED DIRECTIONAL
ARROW WHERE REQ. REFER TO "EXIT SIGN NOTES"
EXIT
FIRE-RES. RATED WALL REFERENCES.
REFER TO SHEET A900.W #
UNIT #
# / SHEET
UNIT PLAN REFERENCE. REFER TO A600 SERIES SHEETS.
1.EVERY EXIT DOORWAY OR CHANGE IN DIRECTION OF A CORRIDOR
SHALL BE MARKED WITH A WELL-LIGHTED EXIT SIGN HAVING
LETTER AT LEAST 5 INCHES HIGH. [2022 CEBC SEC. 313.8]
2.PROVIDE INTERNALLY ILLUMINATED EXIT SIGNS IN CONFORMANCE
WITH CBC SEC. 1011.4.
3.EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. PROVIDE
BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN
CONFORMANCE WITH CBC SEC. 1011.5.3.
4.ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE
SUBJECT TO CHANGE DURING FINAL INSPECTION.
5.EGRESS LIGHTING TO MEET THE MINIMUM 1 FOOT CANDLE AT
FLOOR LEVEL.
EXIT SIGN NOTES
EXISTING WALL / ELEMENT TO REMAIN
EXISTING WALL / ELEMENT TO BE DEMOLISHED. REFER
TO PPSD FLOOR PLANS FOR CONTEXT & DESIGN INTENT.
DEMO SYMBOL LEGEND
1.ALL MINIMUM CLEAR DIMENSIONS ARE TO FINISH MATERIAL.
2.ALL WALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING. FOR
CMU OR CONCRETE WALLS, DIMENSIONS ARE SHOWN TO FACE OF
BLOCK OR CONCRETE SURFACE.
3.ALL EXISTING WALL DIMENSIONS ARE FOR REFERENCE ONLY &
SHALL BE VERIFIED IN THE FIELD.
4.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8.
B.P. GENERAL NOTES
FIRE-RES. RATED WALL REFERENCES.
REFER TO SHEET A900.W #
(E) SURFACE-MOUNTED FIRE EXTINGUISHERF.E.
2X4 WOOD STUD SHAFT WALL ( 2-HR FIRE-RES. REQ * )
1
1
1
3
A202
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
4t
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a
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C
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c
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S
u
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i
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a
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No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
09/13/2024 2ND PLAN CHECK SUBMITTAL
11/07/2024 3RD PLAN CHECK SUBMITTAL
12/18/2024 4TH PLAN CHECK SUBMITTAL
82
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2
7
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1
Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
GA
R
F
I
E
L
D
R
E
S
T
O
R
A
T
I
O
N
/
R
E
M
O
D
E
L
Address:
Ren.11/30/25
A
No. C37490
A
A FOILOFC
R
INTA
S
ET
TC
A RCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
A
SN
VVS Estates, LLC
1
Vanita Soni PuriAttn:
2
3
SCALE:13/16"=1'-0"DEMOLITION BUILDING PLAN - LEVEL 2
DEMOLITION &
PROPOSED BUILDING
PLANS - LEVEL 2
SCALE:23/16"=1'-0"PROPOSED BUILDING PLAN - LEVEL 2
N
N
1
1
1
1
3 3
3
HOLD- 829 N
Garfield St1/15/2025
LIVING
KITCHEN
DINING
BEDROOMBATH
CLO.
R.
OS
D
MR
D
D3
D3
S
S
C
LIVING
KITCHEN
DINING
BEDROOM
BATH
HALL
CLO.
ELEC.PANEL
R.
D
MR
OS
D
D3 D3
D3 D3
S S
C
UP
UP
R3NO
N
-
A
C
C
E
S
S
LIVING
KITCHEN
DINING
BEDROOM BATH
CLO.
R.
OS
D
MR
D
D3
D3
S
S
C
GM GM GM GM GM GM GM GM GM GM GM
S
LI
V
I
N
G
/
D
I
N
I
N
G
/
KI
T
C
H
E
N
BE
D
R
O
O
M
BA
T
H
LA
U
.
CL
O
.
R
.
D
MR
OS D
D3
D3
S
C
LI
V
I
N
G
/
D
I
N
I
N
G
/
KI
T
C
H
E
N
R
.
DROOM
LI
V
I
N
G
/
D
I
N
I
N
G
/
KI
T
C
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N
BE
D
R
O
O
M
BA
T
H
LA
U
.
CL
O
.
R
.
D
MR
OS D
D3
D3
S
S
C
P/M P/M
P/M
P/M
P/MP/M
U1
TYP.
LIVING
KITCHEN
DINING
BEDROOMBATH
CLO.
R.
OS
D
MR
D
D3
D3
S
S
C
DN
LI
V
I
N
G
/
D
I
N
I
N
G
KI
T
C
H
E
N
BE
D
R
O
O
M
2
BE
D
R
O
O
M
1
BA
T
H
HA
L
L
ELEC.PANEL
CL
O
.
CL
O
.
R
.
DD
OS D
MR
3
3
D3
D3
S
C
SS
LI
V
I
N
G
/
D
I
N
I
N
G
KI
T
C
H
E
N
BE
D
R
O
O
M
2
BE
D
R
O
O
M
1
BA
T
H
PD
R
.
HA
L
L
ELEC.PANEL
CL
O
.
CL
O
.
P.
R
.
DD
OS D MR
OS
3
3
D3
D3
S
C
SS
LI
V
I
N
G
KI
T
C
H
E
N
DI
N
I
N
G
BA
T
H
BE
D
R
O
O
M
1
BE
D
R
O
O
M
2
CL
O
.
CL
O
.
R
.
D
D
MR
3
3
S
S S
C
S
C
OSD
D3
D3
D3
DN
LIVING
KITCHEN
DINING
BEDROOM BATH
CLO.
R.
OS
D
MR
D
D3
D3
S
S
C
P/M P/MP/M
P/M
P/M
EX
I
T
EXIT
EXIT
U1
TYP.
UTILITY SYMBOL LEGEND
UTILITY GENERAL NOTES
3
D
D3
OS
SWITCH
3-WAY SWITCH
DIMMER SWITCH
DIMMER 3-WAY SWITCH
OCCUPANT SENSOR SWITCH, MANUAL ON
DIMMER OCCUPANT SENSOR SWITCH, MANUAL ONOS
D
CEILING MOUNTED LIGHT
MR CEILING MOUNTED LIGHT, MOISTURE RESISTANT
WALL MOUNTED LIGHT, EXTERIOR,
WALL MOUNTED LIGHT
PHOTO CONTROLLED & MOTION SENSOREDP/M
RESTROOM EXHAUST FAN
1.MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS ARE SHOWN
FOR REFERENCE ONLY.
2.REFER TO MECHANICAL DWGS. FOR MECHANICAL INFORMATION.
3.REFER TO ELECTRICAL DWGS. FOR ELECTRICAL INFORMATION.
4.REFER TO PLUMBING DWGS. FOR PLUMBING INFORMATION.
CATEGORY 5 WIRE W/ RG-6 COAXIAL CABLE
S
C SMOKE / CARBON MONOXIDE COMBINATION ALARM
ELECTRICAL SERVICE SUBPANEL.
SMOKE ALARMS
KITCHEN HOOD EXHAUST FAN
1.REFER TO SHEET A900 FOR FIRE-RES. RATED CEILING ASSEMBLIES.
2.REFER TO SHEET A901 FOR FIRE-RES. RATED CONTINUITY DETAILS.
3.REFER TO SHEET A902 FOR TYPICAL FIRE-RES. RATED DETAILS.
4.REFER TO SHEET A903 FOR FIRE-RES. RATED PENETRATION
DETAILS.
5.THE FLOOR / CEILING ASSEMBLIES ABOVE THE 1ST FLOOR UNITS
AND THE ROOF / CEILING ASSEMBLIES ABOVE THE 2ND FLOOR
UNITS SHALL BE IMPROVED TO 1-HR OF FIRE-RESISTANCE PER THE
FLOOR / CEILING AND ROOF / CEILING ASSEMBLIES REFERENCED
ON SHEET A400 AND DETAILED ON SHEET A900.
6.BUILT-IN FIXTURES EXCEEDING 16 SQ. IN. IN AREA SHALL BE
FIRE-RES. RATED.
FIRE-RESISTANCE NOTES
EXIT SIGN (CEBC 313.8) - CEILING MOUNTED MIN.
7'-0" AFF; ILLUMINATED; 1-SIDED DIRECTIONAL
ARROW WHERE REQ.
EXIT
MECHANICAL HEATING / COOLING
UTILITY KEYNOTES
DESCRIPTION
U1
EXISTING / PROPOSED EXTERIOR WALL SCONCE LIGHT FIXTURES.
.
(A) ORIGINAL FIXTURES AT UNITS 4, 6, 7, 8 & 9 TO REMAIN.
(B) ALTERED FIXTURE AT UNIT 3 TO BE REMOVED / REPLACED W/
ORIGINAL FIXTURE REMOVED FROM UNIT 10.
(C) MISSING FIXTURES AT UNITS 1, 2, 5 & 10 TO BE REPLACED W/
DESIGNERS FOUNTAIN 2370-AM-ORB SEDONA OUTDOOR WALL
LATERN SCONCE W/ OIL RUBBED BRONZE / AMBER GLASS SHADE.
HEIGHT: 10-3/4"
1
3
PROPOSED BUILDING
RCPs (FOR
REFERENCE ONLY)
A210
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
4t
h
P
l
a
n
C
h
e
c
k
S
u
b
m
i
t
t
a
l
No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
09/13/2024 2ND PLAN CHECK SUBMITTAL
11/07/2024 3RD PLAN CHECK SUBMITTAL
12/18/2024 4TH PLAN CHECK SUBMITTAL
82
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A
N
A
,
C
A
9
2
7
0
1
Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
GA
R
F
I
E
L
D
R
E
S
T
O
R
A
T
I
O
N
/
R
E
M
O
D
E
L
Address:
Ren.11/30/25
A
No. C37490
A
A FOILOFC
R
INTA
S
ET
TC
A RCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
A
SN
VVS Estates, LLC
1
Vanita Soni PuriAttn:
2
3
SCALE:23/16"=1'-0"PROPOSED BUILDING RCP - LEVEL 2
SCALE:13/16"=1'-0"PROPOSED BUILDING RCP - LEVEL 1
N
N
HOLD- 829 N
Garfield St1/15/2025
T.O.PLATE
8'
-
3
"
+/
-
6
'
-
6
"
6'
-
8
"
WDW. HDR.
T.O.SHTG
8'
-
3
"
6'
-
8
"
WDW. HDR.
+/
-
2
4
'
-
0
"
4 3
78
T.O.SHTG
T.O.PLATE
T.O.ROOF
13 1B
TYP.TYP.TYP.
6
2U
2G
TYP.
8
51
TYP.
3
TYP.
4
TYP.TYP.
8
11
TYP.
12
3 12
3
17
A912
TYP.
18
A912
TYP.
13
A911
TYP.
TYP.
21
A912
TYP.
8
A910
TYP.4G
2 1
8'
-
3
"
+/
-
6
'
-
6
"
6'
-
8
"
WDW. HDR.
8'
-
3
"
6'
-
8
"
WDW. HDR.
+/
-
2
4
'
-
0
"
T.O.PLATE
T.O.SHTG
T.O.SHTG
T.O.PLATE
T.O.ROOF
1B3
TYP.TYP.
2U
TYP.
11
TYP.
1B1 4 3
TYP.
5
12
3
12
3
17
A912
TYP.
18
A912
TYP.
13
A911
TYP.
8
A910
TYP.
8'
-
3
"
+/
-
6
'
-
6
"
6'
-
8
"
WDW. HDR.
8'
-
3
"
6'
-
8
"
WDW. HDR.
+/
-
2
4
'
-
0
"
T.O.PLATE
T.O.SHTG
T.O.SHTG
T.O.PLATE
T.O.ROOF
2G
TYP.
4G4 1
TYP.
3
TYP.
5
12
3
12
3
13
A911
TYP.
8
A910
TYP.
9
12
3
1
8'
-
3
"
+/
-
6
'
-
6
"
6'
-
8
"
WDW. HDR.
8'
-
3
"
6'
-
8
"
WDW. HDR.
+/
-
2
4
'
-
0
"
5
T.O.PLATE
T.O.SHTG
T.O.SHTG
T.O.PLATE
T.O.ROOF
31B
TYP.TYP.TYP.
10 9E
2U 2
4G
51
TYP.
3
TYP.
4
12
3
13
A911
TYP.
17
A911
7
8
A910
TYP.
17
A912
TYP.
18
A912
TYP.
18
A911
11
TYP.
9 9 9 9 9 9 9 9 9
EXTERIOR
ELEVATIONS
A300
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
82
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2
7
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1
Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
GA
R
F
I
E
L
D
R
E
S
T
O
R
A
T
I
O
N
/
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E
M
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D
E
L
Address:
Ren.11/30/25
A
No. C37490
A
A FOILOFC
R
INTA
S
ET
TC
A RCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
A
SN
VVS Estates, LLC
Vanita Soni PuriAttn:
SCALE:13/16"=1'-0"NORTH EXTERIOR ELEVATION
EXT. ELEVATION KEYNOTES
DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING)
1
(E) EXTERIOR CEMENT PLASTER SYSTEM.
MIN. 7/8" THICK EXTERIOR CEMENT PLASTER O/ (2) LAYERS OF GRADE
'D' BUILDING PAPER O/ METAL LATH O/ WOOD SUBSTRATE. INSTALL
PER MANUF. SPECS. REFER TO DETAILS 1 THRU 14 ON SHEET A910.
1B (E) BRICK VENEER, ADHERED TO EXTERIOR CEMENT PLASTER.
2 (PPSD) EXTERIOR COMMON DOOR.
REFER TO DOOR SCHEDULE IN MODULE 1/A800 & DETAILS 1 - 21 / A912.
2U (PPSD) EXTERIOR UNIT ENTRY DOOR.
REFER TO DOOR SCHEDULE IN MODULE 1/A800 & DETAILS 1 - 21 / A912.
2G (E) GARAGE DOOR. NOT IN SCOPE OF PROJECT.
3 (PPSD) ALUMINUM WINDOW SYSTEM.
REFER TO WINDOW SCHED. IN MODULE 2/A800 & DETAILS 1 - 16 / A911.
4 (E) COMPOSITION SHINGLE ROOFING SYSTEM O/ UNDERLAYMENT O/
WOOD SUBSTRATE.
4G (E) ASPHALT BUILT-UP FLAT ROOF ABV. GARAGE.
5
(E) WOOD FASCIA BOARD W/ SOFFITED, CLOSED STUCCO EAVE.
DAMAGED / MISSING PORTIONS OF FASCIA TO BE REPLACED W/ NEW
FASCIA BOARD. ROOF FASCIA TO BE PAINTED ALL AROUND TO MATCH
DARK GRAY COLOR OF EXISTING TRIM (I.E. STAIR 1, GUARDRAILS,
POSTS, ETC.). COLOR SHALL BE APPROVED BY ARCHITECT / OWNER.
6
(E) STAIR 1 TO BE RESTORED.
ALL DAMAGED RISERS TO BE REPLACED W/ SOLID WOOD OF NOT
LESS THAN 2" NOMINAL THICKNESS, PER 2022 CEBC SEC. 313.5.
REFER TO DETAILS 17 - 22 ON SHEET A911.
7
(E) STAIR 2 TO BE RESTORED. CONCRETE LANDING AT BASE OF STAIR
2 TO BE REMOVED / REPLACED W/ 2 WOOD STAIRS TO ADDRESS
NON-COMPLIANCE W/ 2022 CEBC SEC. 313.3. NEW RISERS / TREADS
SHALL MATCH THE RISE / RUN OF RISERS / TREADS ABOVE, BUILT W/
SOLID WOOD OF NOT LESS THAN 2" NOMINAL THICKNESS, PER 2022
CEBC SEC. 313.5. REFER TO DETAILS 17 - 22 ON SHEET A911.
8 (E) WOOD GUARDRAIL, TO REMAIN.
9
(PPSD) FLOOR-MOUNTED MECHANICAL UNIT.
REFER TO ENERGY CALCS ON SHEETS TM00 - TM01 OF THE MECH'L
DWGS. & INSTALL PER MANUF. REQS.
9E (E) FLOOR-MOUNTED MECHANICAL UNIT.
10 (E) FLOOR MOUNTED GAS METERS.
11
(E) EXTERIOR WALL SCONCE LIGHT FIXTURES.
FIXTURES AT UNITS 4, 6, 7, 8, 9 & 10 TO REMAIN. MISSING FIXTURES AT
UNITS 1, 2 & 5 TO BE REPLACED, AND ALTERED FIXTURE AT UNIT 3 TO
BE REMOVED / REPLACED W/ FIXTURE SIM. TO UNITS 4, 6, 7, 8, 9 & 10.
EXT. ELEVATION NOTES
1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM TOP OF WOOD
SHEATHING AT 1ST & 2ND FLOOR.
2.REFER TO DETAIL SHEETS A900-A903 FOR FIRE-RESISTANCE
RATED DETAILS AND NOTES.
3.REFER TO DETAIL SHEETS A910-A912 FOR MINIMUM WINDOW,
DOOR AND WALL VENT MOISTURE BARRIER INSTALLATION
REQUIREMENTS.
4.ALL WINDOW HEADS SHALL BE SET AT THE SAME HEIGHT AS THE
ENTRY DOOR (+/- 6'-8") U.N.O.
5.ALL RENOVATED EXTERIOR WALLS SHALL BE SOLID SHEATHED W/
EXTERIOR GRADE PLYWOOD, SAME THICKNESS AS EXTERIOR
SHEAR WALLS. REFER TO STRUCTURAL DRAWINGS FOR SHEAR
WALL LOCATIONS.
6.PROVIDE (2) LAYERS OF MIN. GRADE "D" BUILDING PAPER AT
WOOD SHEATHED WALLS RECEIVING EXTERIOR CEMENT PLASTER.
7.METAL CONTROL JOINTS (C.J.) SHALL BE PROVIDED FOR EVERY
150 S.F. OF STUCCO WALLS AREA, EQUALLY DIVIDING A WALL
PLANE, U.N.O.
8.ALL EXTERIOR BUILDING MATERIALS SHALL PRODUCE NO GLARE
OR REFLECTIVITY IMPACTS.
9.ALL STUD WALLS & CEILINGS EXTENDING INTO A SOFFIT WILL BE
PREBOARDED WITH GYP.BD. PRIOR TO SOFFIT INSTALLATION.
10.ALL STEEL FABRICATIONS SHALL HAVE ENDS CAPPED.
11.ALL WELDS SHALL BE GROUND SMOOTH AND GALVANIZED OR
SHOP-PRIMED FOR THE APPLICATION OF PAINT.
12.DUCT TERMINATIONS TO OCCUR MIN. 10'-0" FROM WINDOW OR
DOOR OPENINGS IF IN THE SAME PLANE OR LOWER AND 10'-0" + 3"
PER DEGREE FROM HORIZONTAL WHEN ABOVE, PER 2022 CMC
SEC. 510.9.2.1.
1.REFER TO SHEET A900 FOR FIRE-RES. RATED WALL ASSEMBLIES.
REFER TO WALL TAGS ON SHEETS A201 & A202 FOR LOCATIONS OF
FIRE-RES. RATED WALL ASSEMBLIES.
2.REFER TO SHEET A901 FOR FIRE-RES. RATED CONTINUITY DETAILS.
3.REFER TO SHEET A902 FOR TYPICAL FIRE-RES. RATED DETAILS.
4.REFER TO SHEET A903 FOR FIRE-RES. RATED PENETRATION
DETAILS.
5.WHERE PORTIONS OF EXISTING EXTERIOR WALL FINISHES ARE
REMOVED DURING CONSTRUCTION TO ACHIEVE THE ALTERATIONS
PROPOSED, THOSE PORTIONS SHALL BE REPLACED W/ FIRE-RES.
RATED WALL ASSEMBLY 'W1' ON SHEET A900 FOR THE LENGTH OF
EACH FRAMING BAY THAT IS EXPOSED UP TO THE NEAREST STUD
IN EACH DIRECTION.
6.BUILT-IN FIXTURES, SUCH AS FIRE EXTINGUISHER CABINETS,
EXCEEDING 16 SQ. IN. IN AREA SHALL BE FIRE-RES. RATED.
FIRE-RESISTANCE NOTES
EXT. ELEVATION COLORS
* WHERE EXTERIOR ELEMENTS ARE PROPOSED TO BE REPAINTED,
COLORS SHALL BE APPROVED BY OWNER OR ARCHITECT.
WHITE * (PAINT O/ STUCCO, MATCH EXISTING COLOR)
ADHERED BRICK VENEER
DARK GRAY * (PAINT O/ WOOD, MATCH EXISTING COLOR)
SCALE:23/16"=1'-0"WEST EXTERIOR ELEVATION
SCALE:33/16"=1'-0"SOUTH EXTERIOR ELEVATION
SCALE:43/16"=1'-0"EAST EXTERIOR ELEVATION
HOLD- 829 N
Garfield St1/15/2025
T.O.PLATE
T.O.SHTG
8'
-
3
"
+/
-
6
'
-
6
"
6'
-
8
"
WDW. HDR.
T.O.PLATE
T.O.SHTG
8'
-
3
"
6'
-
8
"
WDW. HDR.
+/
-
2
4
'
-
0
"
UTILITY PRIVATE
GARAGES
UNIT 5UNIT 1
UNIT 6
UNIT 3
UNIT 7 UNIT 8
UNIT 4
UNIT 10
STAIR
#2
W1W1
W2 W2W2W2
W2 W2
T.O.ROOF
12
3
12
3
1
TYP.
3
TYP.
2
TYP.
4
TYP.
7
TYP.
6
TYP.
9
TYP.
11
TYP.
5
TYP.
10
TYP.
09
A901
TYP.
FC1
FC2
FC3
FC1
FC2
FC3
FC1
FC2
FC3
FC1
FC2
FC3
ALT.1
ALT.2
ALT.1
ALT.2
ALT.1
ALT.2
ALT.1
ALT.2
FC3 FC3
W2A W2A
W2A W2A
W2A
T.O.PLATE
T.O.SHTG
8'
-
3
"
+/
-
6
'
-
6
"
6'
-
8
"
WDW. HDR.
T.O.PLATE
T.O.SHTG
8'
-
3
"
6'
-
8
"
WDW. HDR.
+/
-
2
4
'
-
0
"
GARAGES 6-10 GARAGES 1-5 UNIT 2
UNIT 6
UNIT 3
UNIT 7UNIT 8
UNIT 4
UNIT 9 CORRIDOR
W1W1 W2 W2
W2 W2W2
T.O.ROOF
1
TYP.
3
TYP.
12
3
12
3
2
TYP.
11
TYP.
7
TYP.
6
TYP.
4
TYP.
5
TYP.
10
TYP.
8 9
TYP.
09
A901
TYP.
FC1
FC2
FC3
ALT.1
ALT.2
FC1
FC2
FC3
ALT.1
ALT.2
FC1
FC2
FC3
ALT.1
ALT.2
FC1
FC2
FC3
ALT.1
ALT.2
FC3 FC3
W2A W2A
W2A
W2A
W2A
T.O.PLATE
T.O.SHTG
8'
-
3
"
+/
-
6
'
-
6
"
6'
-
8
"
WDW. HDR.
T.O.PLATE
T.O.SHTG
8'
-
3
"
6'
-
8
"
WDW. HDR.
+/
-
2
4
'
-
0
"
UNIT 3
UNIT 7
W1
W1 W1
W1
T.O.ROOF
12
3
12
3
1
TYP.
3
TYP.
2
TYP.
4
TYP.
7
TYP.
6
TYP.
10
TYP.
5
TYP.
9
TYP.
01
A901
TYP.
FC1
FC2
FC3
ALT.1
ALT.2
FC3
SCALE:33/16"=1'-0"TRANSVERSE SECTION C
BUILDING SECTIONS
A400
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
4t
h
P
l
a
n
C
h
e
c
k
S
u
b
m
i
t
t
a
l
No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
09/13/2024 2ND PLAN CHECK SUBMITTAL
11/07/2024 3RD PLAN CHECK SUBMITTAL
12/18/2024 4TH PLAN CHECK SUBMITTAL
82
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2
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1
Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
GA
R
F
I
E
L
D
R
E
S
T
O
R
A
T
I
O
N
/
R
E
M
O
D
E
L
Address:
Ren.11/30/25
A
No. C37490
A
A FOILOFC
R
INTA
S
ET
TC
A RCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
A
SN
VVS Estates, LLC
1
Vanita Soni PuriAttn:
2
3
SCALE:13/16"=1'-0"LONGITUDINAL SECTION A
SCALE:23/16"=1'-0"LONDITUDINAL SECTION B
BLDG. SEC. SYMBOL LEGEND
2X4 WOOD STUD WALL
* REFER TO W1e & W2e / A900 FOR (E) ASSEMBLIES
REFER TO W1 & W2 / A900 FOR (PPSD) ASSEMBLIES
REFER TO "FIRE-RESISTANCE NOTES"
BLDG. SECTION KEYNOTES
DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING)
1 (E) CONVENTIONAL 2x ROOF FRAMING @ 16" O.C.
REFER TO STRUCT'L DWGS.
2 (E) CONVENTIONAL 2x ATTIC FRAMING @ 16" O.C.
REFER TO STRUCT'L DWGS.
3 (E) CONVENTIONAL 2x FLOOR FRAMING @ 16" O.C.
REFER TO STRUCT'L DWGS.
4 (E) CONVENTIONAL 2x SUBFLOOR FRAMING @ 16" O.C.
REFER TO STRUCT'L DWGS.
5 R-11 INSULATION AT EXTERIOR WALLS. REFER TO THE ENERGY
CALCULATIONS ON SHEETS TM00 - TM01 OF THE MECH'L DWGS.
6 FIRE-RES. RATED WALL ASSEMBLY. REFER TO WALL TAGS.
7 FIRE-RES. RATED FLOOR / CEILING OR ROOF / CEILING ASSEMBLY.
REFER TO WALL TAGS.
8 (PPSD) WOOD SHEAR WALL. REFER TO STRUCT'L DWGS.
9 (E) EXTERIOR FINISH. REFER TO SHEET A300.
10 (E) CRAWL SPACE W/ PERIMETER FOUNDATION AT UNITS.
11 (E) CONCRETE SLAB ON GRADE AT UTILITY ROOM & GARAGES.
FIRE-RESISTANCE NOTES
2X4 WOOD STUD WALL ( 1-HR FIRE-RES. REQ * )
FIRE-RES. RATED WALL REFERENCES.
REFER TO SHEET A900.W #
1.REFER TO SHEET A900 FOR FIRE-RES. RATED WALL & FLOOR /
CEILING ASSEMBLIES. REFER TO WALL TAGS ON SHEETS A201 &
A202 FOR LOCATIONS OF FIRE-RES. RATED WALL ASSEMBLIES.
2.REFER TO SHEET A901 FOR FIRE-RES. RATED CONTINUITY DETAILS.
3.REFER TO SHEET A902 FOR TYPICAL FIRE-RES. RATED DETAILS.
4.REFER TO SHEET A903 FOR FIRE-RES. RATED PENETRATION
DETAILS.
5.WHERE PORTIONS OF EXISTING WALL FINISHES ARE REMOVED
DURING CONSTRUCTION TO ACHIEVE THE ALTERATIONS
PROPOSED, THOSE PORTIONS SHALL BE REPLACED WITH THE
PROPOSED WALL ASSEMBLIES, REFERENCED ON SHEETS A201 &
A202, & DETAILED ON SHEET A900, FOR THE LENGTH OF EACH
FRAMING BAY THAT IS EXPOSED UP TO THE NEAREST STUD IN
EACH DIRECTION.
6.WHERE EXISTING WALL FRAMING MEMBERS ARE REPLACED WITH
NEW WALL FRAMING MEMBERS AT DEMISING WALLS BETWEEN
UNITS, RESILIENT CHANNELS SHALL BE ADDED TO ACHIEVE A MIN.
STC RATING OF 50, PER DETAIL W2A / A900.
7.THE EXISTING FLOOR / CEILING ASSEMBLIES BELOW THE 2ND
FLOOR UNITS AND EXTERIOR CORRIDORS, AND THE ROOF /
CEILING ASSEMBLIES ABOVE THE 2ND FLOOR, SHALL BE
IMPROVED TO 1-HR OF FIRE-RESISTANCE PER THE FLOOR /
CEILING AND ROOF / CEILING ASSEMBLIES REFERENCED ON
THIS SHEET AND DETAILED ON SHEET A900.
8.BUILT-IN FIXTURES, SUCH AS ELECTRICAL SERVICE SUBPANELS,
EXCEEDING 16 SQ. IN. IN AREA SHALL BE FIRE-RES. RATED.
BUILDING SECTION NOTES
1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM TOP OF WOOD
SHEATHING AT 1ST & 2ND FLOOR.
2.REFER TO DETAIL SHEETS A900-A903 FOR FIRE-RESISTANCE
RATED DETAILS AND NOTES.
3.REFER TO DETAIL SHEETS A910-A912 FOR MINIMUM WINDOW,
DOOR AND WALL VENT MOISTURE BARRIER INSTALLATION
REQUIREMENTS.
4.ALL WINDOW HEADS SHALL BE SET AT THE SAME HEIGHT AS THE
ENTRY DOOR (+/- 6'-8") U.N.O.
5.ALL RENOVATED EXTERIOR WALLS SHALL BE SOLID SHEATHED W/
EXTERIOR GRADE PLYWOOD, SAME THICKNESS AS EXTERIOR
SHEAR WALLS. REFER TO STRUCTURAL DRAWINGS FOR SHEAR
WALL LOCATIONS.
6.PROVIDE (2) LAYERS OF MIN. GRADE "D" BUILDING PAPER AT
WOOD SHEATHED WALLS RECEIVING EXTERIOR CEMENT PLASTER.
7.ALL STUD WALLS & CEILINGS EXTENDING INTO A SOFFIT WILL BE
PREBOARDED WITH GYP.BD. PRIOR TO SOFFIT INSTALLATION.
8.ALL STEEL FABRICATIONS SHALL HAVE ENDS CAPPED.
9.ALL WELDS SHALL BE GROUND SMOOTH AND GALVANIZED OR
SHOP-PRIMED FOR THE APPLICATION OF PAINT.
10.DUCT TERMINATIONS TO OCCUR MIN. 10'-0" FROM WINDOW OR
DOOR OPENINGS IF IN THE SAME PLANE OR LOWER AND 10'-0" + 3"
PER DEGREE FROM HORIZONTAL WHEN ABOVE, PER 2022 CMC
SEC. 510.9.2.1.
FIRE-RES. RATED FLOOR / CEILING OR ROOF / CEILING
ASSEMBLY REFERENCES. REFER TO SHEET A900.FC #
2X WOOD FLR. / CLG. OR ROOF / CLG. ASSEMBLY
** REFER TO FCe / A900 FOR (E) ASSEMBLY
REFER TO FC1 - FC3 / A900 FOR (PPSD) ASSEMBLIES
REFER TO "FIRE-RESISTANCE NOTES"
2X WOOD FLR. / CLG. OR ROOF / CLG. ASSEMBLY
( 1-HR FIRE-RES. REQ ** )
3
3
3
3
3 3
3 3
3
3
3
3
3
3
3
3
3
33
3
3
HOLD- 829 N
Garfield St1/15/2025
2'
-
1
0
"
2'-7"2'-6"
LIVING / DINING /
KITCHEN
BEDROOM
BATH
LAU.
CLO.
R.
101
G
G
K
E
102104
103
1
2 3 5 4768
10
11 15
16
17
21
20
20
18
19
22
12
2'
-
8
"
2'-8 1/2"
REF. SPACE
3'
-
6
"
8'
-
2
"
1'
-
8
"
2'
-
8
"
4"
2'
-
0
"
8'
-
2
"
6'
-
2
"
TILE BACK SPLASH
D
A UNIT 1 KITCHEN
3'-0"
CAB
D
D
D
D
2'-6"
VERIFY
1'
-
2
"
3'
-
2
"
3'
-
1
0
"
1'
-
6
"
3'
-
0
"
4"
2'
-
8
"
4"
8'
-
2
"
4"
B
D
A LAUN.
8'
-
2
"
8'
-
2
"
1'
-
2
"
7'
-
0
"
RECESSED SHELF
A BATH
MIRROR
2'
-
1
0
"
2'-7"2'-6"
1
LIVING / DINING /
KITCHEN
BEDROOM
BATH
LAU.
CLO.
R.
G
GE
K
101
102104
103
2 3 5 4768
10
11
14
13
16
21
12
20
20
18
19
17
2'
-
8
"
2'-8 1/2"
REF. SPACE
3'
-
6
"
8'
-
2
"
1'
-
8
"
2'
-
8
"
4"
2'
-
0
"
8'
-
2
"
6'
-
2
"
TILE BACK SPLASH
D
A UNIT 2 KITCHEN
3'-0"
CAB
D
D
D
D
2'-6"
VERIFY
D
3'
-
1
0
"
1'
-
2
"
3'
-
1
0
"
3'
-
1
0
"
1'
-
6
"
3'
-
0
"
4"
2'
-
8
"
4"
8'
-
2
"
4"
BALAUN.
8'
-
2
"
8'
-
2
"
RECESSED SHELF
A BATH
MIRROR
3'
-
2
"
3'
-
2
"
3'
-
2
"
LIVING / DINING /
KITCHEN
BEDROOM
BATH
HALL
D4
D3 D3
D3
D2
D2
D2
D1
D1
D9
D1
D5 D6
D8
D7
D2
BATH
LIVING / DINING /
KITCHEN
BEDROOM
HALL
D4
D3 D3
D3
D2
D2
D2
D2
D1
D1
D9
D1
D5 D6
D8
D7
SCALE:11/4"=1'-0"DEMOLITION UNIT PLAN - UNIT 1
1.ALL MINIMUM CLEAR DIMENSIONS ARE TO FINISH MATERIAL.
2.ALL WALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING. FOR
CMU OR CONCRETE WALLS, DIMENSIONS ARE SHOWN TO FACE OF
BLOCK OR CONCRETE SURFACE.
3.ALL EXISTING WALL DIMENSIONS ARE FOR REFERENCE ONLY &
SHALL BE VERIFIED IN THE FIELD.
4.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8.
5.REFER TO SHEETS A900 - A902 FOR FIRE-RES. RATED DETAILS AND
SHEET A903 FOR TYPICAL PENETRATION PROTECTION, WHICH
SHALL COMPLY TO CBC 706.10 & 706.11.
6.ALL INTERIOR UNIT DOORS SHALL BE HOLLOW CORE U.N.O.
7.TYPICAL 4 1/2" CLR. FROM DOOR TO PERP. WALL OR LOCATE CTR.
OF DOOR IN ROOM U.N.O. OR IN CONFLICT W/ OTHER REQS.
8.ALL EXTERIOR DOORS OF CONDITIONED SPACES SHALL BE FULLY
WEATHERSTRIPPED.
9.SMOKE DETECTORS SHALL BE INTERCONNECTED TO SOUND AN
ALARM IN ALL SLEEPING AREAS OF THE DWELLING; BE INSTALLED
IN EACH SLEEPING ROOM AND IN THE CORRIDOR OR AREA GIVING
ACCESS TO EACH SEPARATE SLEEPING AREA AND BE EQUIPPED
WITH A BATTERY BACKUP. REFER TO ELECTRICAL DRAWINGS FOR
LOCATIONS OF SMOKE DETECTORS AND COMBINATION SMOKE /
CARBON MONOXIDE DETECTORS. (CBC SECTION 907.2.11.2)
10.GLAZING IN DOORS & WINDOWS SHALL BE PROVIDED W/
TEMPERED GLASS AS REQ. BY CBC CHAPTER 24 INCLUDING:
GLAZING IN BATHTUB & SHOWER ENCLOSURES; GLAZING IN ANY
PORTION OF A BUILDING WALL ENCLOSING THESE
COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 IN. ABOVE A STANDING & DRAIN INLET;
GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR;
WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN
A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A
CLOSED POSITION; WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE.
11.EXHAUST FANS REQUIRED IN BATH AND/OR LAUNDRY ROOMS
MUST CONNECT DIRECTLY TO THE OUTSIDE AND MUST PROVIDE 5
AIR CHANGES PER HOUR. (CBC SECTION 717)
12.DISCHARGE POINT FOR EXHAUST AIR SHALL BE AT LEAST 3 FEET
FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED
PORTIONS OF THE BUILDING.
13.ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR
BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED.
PROVIDE AN EXHAUST FAN WITH A MIN. CAPACITY OF 50 CFM.
DUCTLESS FANS ARE UNACCEPTABLE. (CBC SEC. 1202.4.3.1 & 717)
14.SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH
INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH
AND NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70"
ABOVE THE DRAIN INLET. (CBC SECTION 1210.2.3).
15.FLUSH VOLUMES FOR LOW-CONSUMPTION AND WATER SAVER
WATER CLOSETS SHALL BE PROVIDED WITH A MAX. 1.28 GALLONS
OF WATER PER FLUSH.
UNIT PLAN GENERAL NOTES
DOOR REFERENCE. REFER TO 1 / A800.XX
WINDOW REFERENCE. REFER TO 2 / A800.X
UNIT PLAN KEYNOTES
DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING)
1
WOOD-LOOK VINYL FLOORING THROUGHOUT CONDITIONED INTERIOR.
INSTALL PER MANUF. REQS. VINYL FLOORING TO BE PRE-PADDED & A
MIN. 8MM IN THICKNESS W/ A MIN. 20 MIL WEAR LAYER.
2 36" TALL / 24" DEEP HARDSURFACE KITCHEN COUNTERTOP & FULL
HEIGHT TILE BACKSPLASH (U.N.O. ON INT. ELEVS.).
3 LINE OF LOWER CABINETS. REFER TO INT. ELEVS.
4 LINE OF UPPER CABINETS. REFER TO INT. ELEVS.
5 36" WIDE DOUBLE SINK W/ GARBAGE DISPOSAL.
6 30" WIDE FREE STANDING ELECTRIC RANGE.
7 30" WIDE MICROWAVE/HOOD COMBO OVER THE RANGE.
8
30" WIDE REFRIGERATOR (32.5" CLR. REFRIGERATOR SPACE).
PROVIDE COLD WATER BIB & SHUT-OFF FOR ICEMAKER.
REFRIGERATOR TO MEET/EXCEED ENERGY STAR PROGRAM REQS.
9 FULL-HEIGHT PANTRY CABINET W/ 4 SHELVES. REFER TO INT. ELEVS.
10 36" HIGH MOVABLE KITCHEN ISLAND. REFER TO DETAIL 9 / A920.
11
24" WIDE / 27" DEEP STACKED WASHER / DRYER UNIT. REFER TO
DETAIL 10 / A920 FOR DRYER VENT ROUTING & DETAIL 17 / A910 FOR
VENT HOOD AT 1-HR EXTERIOR WALL.
12 WOOD SHELF W/ POLE. SEE DETAIL 3/A920.
13 34" TALL / 22" DEEP / 34" WIDE BATH VANITY W/ HARDSURFACE
COUNTERTOP & 4" BACKSPLASH.
14 UNDER MOUNT LAVATORY.
15 34" TALL / 22" DEEP / 22" WIDE BATH PEDESTAL SINK.
16 WATER CLOSET.
17
30" x 60" SHOWER W/ TILED CURB / SURROUND, TEMPERED GLASS
ENCLOSURE & RECESSED SHELF INSTALLED BETWEEN 44" & 58" A.F.F.
REFER TO DETAILS 13 / A902 & 4 / A920 FOR ADDITIONAL INFORMATION.
18 TOILET PAPER DISPENSER, MOUNTED AT 24" A.F.F.
19 TOWEL BAR, MOUNTED AT 40" A.F.F.
20 DUCTLESS WALL-MOUNTED HVAC UNIT, ABV. REFER TO MECH'L DWGS.
21 RECESSED ELECTRICAL SERVICE SUBPANEL. REFER TO ELEC'L DWGS.
REFER TO DETAIL 9 / A902 AT 1-HR FIRE-RES. RATED WALLS.
22 PLUMBING FURR WALL.
U.P. WALL / SYMBOL LEGEND
(PPSD) 2X4 WOOD STUD WALL *
[ EXT. 1-HR RATED ] REFER TO DETAIL W1 / A900.
[ INT. 1-HR RATED ] REFER TO DETAIL W2 / A900.
[ INT. 2-HR RATED ] REFER TO DETAILS W3 & W4 / A900.
[ EXT. NON RATED ] REFER TO DETAIL W5 / A900.
[ INT. NON RATED ] REFER TO DETAIL W6 / A900.
*REFER TO SHEETS A201 & A202 FOR FIRE-RES.
RATED WALL ASSEMBLY LOCATIONS. REFER TO
SHEET A900 FOR FIRE-RES. RATED WALL DETAILS.
(EXTG) 2X4 WOOD STUD WALL *
[ EXTERIOR ] CEMENT PLASTER ASSEMBLY IN LIEU OF
GYPSUM PLASTER ON THE EXTERIOR SIDE
[ INTERIOR ] 5/8" GYP. PLASTER O/ 3/8" GYP. LATH.
DEMOLITION PLAN KEYNOTES
DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING)
D1 EXISTING INTERIOR WALL TO BE REMOVED. REFER TO STRUCT. DWGS.
D2 EXISTING DOOR TO BE REMOVED.
D3 EXISTING WINDOW TO BE REMOVED.
D4 EXISTING FLOORING TO BE REMOVED.
D5 EXISTING KITCHEN COUNTERTOP / CASEWORK / APPLIANCES /
PLUMBING FIXTURES TO BE REMOVED.
D6 EXISTING BATHROOM PLUMBING FIXTURES / LIGHT FIXTURES /
FINISHES / FLOORING TO BE REMOVED.
D7 EXISTING BUILT-IN CLOSET TO BE REMOVED.
D8 EXISTING ELECTRICAL SERVICE SUBPANEL TO BE REMOVED.
D9 EXISTING FURNACE WALL HEATER TO BE REMOVED.
1.PROTECT ALL AREAS, SYSTEMS, FINISHES AND OTHER ITEMS TO
REMAIN DURING CONSTRUCTION.
2.ALL UTILITY LINES SUPPORTING OTHER PARTS OF THE EXISTING
BUILDING TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.
SUPPORT AND PROTECT DURING DEMOLITION AND CONSTRUCTION.
3.THE FINISH DIMENSIONS OF THE OPENING THROUGH EXISTING WALLS
ARE SHOWN ON THE PLANS. GC SHALL COORDINATE DEMOLITION
TEMPORARY SHORING AND PROVIDE ANY ADDITIONAL CLEARANCE
REQUIRED FOR FRAMING AND FINISH OF THE OPENING.
4.THESE PLANS ARE TO DIAGRAM AREAS OF DEMOLITION AND SHALL
NOT BE USED AS A RECORD OF EXISTING CONDITIONS.
5.SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DESCRIPTION OF
DEMOLITION SCOPE OF WORK.
6.PATCH ALL WALLS, FLOORS AND CEILING TO BE FLUSH AND SMOOTH
WITH EXISTING ADJACENT CONDITION.
7.PATCH AND LEVEL FOUNDATION SLAB AFTER DEMO FOR NEW WORK.
8.CLEAN AND PREP ALL AREA FOR NEW FINISH.
9.WHENEVER UNEXPECTED STRUCTURAL ELEMENTS, SUCH AS
BEARING WALLS, ARE DISCOVERED, CONTACT STRUCTURAL
ENGINEER FOR OBSERVATION AND FURTHER INSTRUCTION.
10.WHENEVER HAZARDOUS MATERIALS ARE DISCOVERED, STOP WORK
IN THE PROXIMITY. COORDINATE W/ OWNER'S HAZARDOUS MATERIAL
ABATEMENT CONTRACTOR FOR LEGAL REMOVAL AND DISPOSAL.
11.FOR ASBESTOS ABATEMENT:
CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS,
PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND
TRANSPORTATION OF ASBESTOS MATERIALS) AND EQUIPMENT
WHICH IS SPECIFIED, SHOWN OR REASONABLY IMPLIED FOR
ASBESTOS ABATEMENT ACTIVITIES AS REQUIRED BY ALL APPLICABLE
FEDERAL, STATE AND LOCAL ENFORCEMENT AGENCIES.
12.FOR LEAD-BASED PAINT / WASTE ABATEMENT:
CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS,
PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND
TRANSPORTATION OF LEAD-BASED PAINT AND LEAD-BASED PAINT
WASTE MATERIALS) AND EQUIPMENT WHICH IS SPECIFIED, SHOWN
OR REASONABLY IMPLIED FOR LEAD ABATEMENT ACTIVITIES AS
REQUIRED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL
ENFORCEMENT AGENCIES.
13.REVIEW PROPOSED UNIT PLANS FOR CONTEXT & DESIGN INTENT.
DEMO PLAN GENERAL NOTES
EXISTING WALL / ELEMENT TO REMAIN
EXISTING WALL / ELEMENT TO BE
DEMOLISHED. REFER TO PPSD FLOOR
PLANS FOR CONTEXT & DESIGN INTENT.
DEMO SYMBOL LEGEND
EXISTING WALL / ELEMENT TO REMAIN
EXISTING WALL / ELEMENT TO BE
DEMOLISHED. REFER TO PPSD FLOOR
PLANS FOR CONTEXT & DESIGN INTENT.
DEMO SYMBOL LEGEND
1
PPSD UNIT PLANS,
DEMO UNIT PLANS &
INTERIOR ELEVATIONS
- UNITS 1 & 2
A600
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
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No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
09/13/2024 2ND PLAN CHECK SUBMITTAL
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Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
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Address:
Ren.11/30/25
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No. C37490
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A RCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
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VVS Estates, LLC
1
Vanita Soni PuriAttn:
SCALE:41/4"=1'-0"DEMOLITION UNIT PLAN - UNIT 2
SCALE:31/4"=1'-0"INTERIOR ELEVATIONS - UNIT 1SCALE:61/4"=1'-0"INTERIOR ELEVATIONS - UNIT 2
SCALE:21/4"=1'-0"PROPOSED UNIT PLAN - UNIT 1SCALE:51/4"=1'-0"PROPOSED UNIT PLAN - UNIT 2
3
-
A
B
C
D
INTERIOR
ELEVATIONS
6
-
A
B
C
D
INTERIOR
ELEVATIONS
1.REFER TO SPECIFICATIONS FOR ALL APPLIANCES. VERIFY ALL
REQUIRED CLEARANCES AND INSTALLATION REQUIREMENTS
PRIOR TO FABRICATION OF CASEWORK.
INTERIOR ELEVATION NOTES
1.REFER TO SPECIFICATIONS FOR ALL APPLIANCES. VERIFY ALL
REQUIRED CLEARANCES AND INSTALLATION REQUIREMENTS
PRIOR TO FABRICATION OF CASEWORK.
INTERIOR ELEVATION NOTES
HOLD- 829 N
Garfield St1/15/2025
4'-4"
8'-5"
LIVING
KITCHEN
DINING
BEDROOMBATH
CLO.
R.
A
M K
UNIT 7UNIT 3
D
404
303
302
301
1
7538 46
13
14
17
12
20
18
2
20
21
11
1916
22
CL
2'-8 1/2"
REF. SPACE
3'
-
6
"
1'
-
8
"
2'
-
8
"
4"
2'
-
0
"
8'
-
2
"
6'
-
2
"
TILE BACK SPLASH
D
A UNIT 3 & 7 KITCHEN
3'-0"
CAB
D
D
D
D
2'-6"
VERIFY
D D
3'
-
6
"
1'
-
8
"
2'
-
8
"
4"
8'
-
2
"
D D D
TILE BACK SPLASH
C D LAUN.
8'
-
2
"
7'
-
0
"
1'
-
2
"
7'
-
0
"
7'
-
0
"
1'
-
2
"
3'
-
2
"
4"
2'
-
8
"
4"
8'
-
2
"
6"
D
RECESSED SHELF
A BATH
8'
-
2
"
MIRROR
4'-2"
8'-5"
LIVING
KITCHEN
DINING
BEDROOM BATH
CLO.
R.
301
A
M K
UNIT 8UNIT 4
D
302
303
304
1
7 5 3 846
13
14
17
12
20
18
2
20
21
11
19 16
22
CL
2'-8 1/2"
REF. SPACE
3'
-
6
"
1'
-
8
"
2'
-
8
"
4"
2'
-
0
"
8'
-
2
"
6'
-
2
"
TILE BACK SPLASH
D
A UNIT 4 & 8 KITCHEN
3'-0"
CAB
D
D
D
D
2'-6"
VERIFY
DD
3'
-
6
"
1'
-
8
"
2'
-
8
"
4"
8'
-
2
"
DDD
TILE BACK SPLASH
C B LAUN.
8'
-
2
"
7'
-
0
"
1'
-
2
"
7'
-
0
"
7'
-
0
"
1'
-
2
"
3'
-
2
"
4"
2'
-
8
"
4"
8'
-
2
"
6"
B
RECESSED SHELF
A BATH
8'
-
2
"
MIRROR
LIVING
KITCHENDINING
BEDROOMBATH
D3
D3 D3
D4
D2
D5
D9D8
D2D7
D2 D7
D6
LIVING
KITCHEN DINING
BEDROOM BATH
D3
D3 D3
D4
D2
D5
D9 D8
D2 D7
D2D7
D6
1.ALL MINIMUM CLEAR DIMENSIONS ARE TO FINISH MATERIAL.
2.ALL WALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING. FOR
CMU OR CONCRETE WALLS, DIMENSIONS ARE SHOWN TO FACE OF
BLOCK OR CONCRETE SURFACE.
3.ALL EXISTING WALL DIMENSIONS ARE FOR REFERENCE ONLY &
SHALL BE VERIFIED IN THE FIELD.
4.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8.
5.REFER TO SHEETS A900 - A902 FOR FIRE-RES. RATED DETAILS AND
SHEET A903 FOR TYPICAL PENETRATION PROTECTION, WHICH
SHALL COMPLY TO CBC 706.10 & 706.11.
6.ALL INTERIOR UNIT DOORS SHALL BE HOLLOW CORE U.N.O.
7.TYPICAL 4 1/2" CLR. FROM DOOR TO PERP. WALL OR LOCATE CTR.
OF DOOR IN ROOM U.N.O. OR IN CONFLICT W/ OTHER REQS.
8.ALL EXTERIOR DOORS OF CONDITIONED SPACES SHALL BE FULLY
WEATHERSTRIPPED.
9.SMOKE DETECTORS SHALL BE INTERCONNECTED TO SOUND AN
ALARM IN ALL SLEEPING AREAS OF THE DWELLING; BE INSTALLED
IN EACH SLEEPING ROOM AND IN THE CORRIDOR OR AREA GIVING
ACCESS TO EACH SEPARATE SLEEPING AREA AND BE EQUIPPED
WITH A BATTERY BACKUP. REFER TO ELECTRICAL DRAWINGS FOR
LOCATIONS OF SMOKE DETECTORS AND COMBINATION SMOKE /
CARBON MONOXIDE DETECTORS. (CBC SECTION 907.2.11.2)
10.GLAZING IN DOORS & WINDOWS SHALL BE PROVIDED W/
TEMPERED GLASS AS REQ. BY CBC CHAPTER 24 INCLUDING:
GLAZING IN BATHTUB & SHOWER ENCLOSURES; GLAZING IN ANY
PORTION OF A BUILDING WALL ENCLOSING THESE
COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 IN. ABOVE A STANDING & DRAIN INLET;
GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR;
WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN
A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A
CLOSED POSITION; WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE.
11.EXHAUST FANS REQUIRED IN BATH AND/OR LAUNDRY ROOMS
MUST CONNECT DIRECTLY TO THE OUTSIDE AND MUST PROVIDE 5
AIR CHANGES PER HOUR. (CBC SECTION 717)
12.DISCHARGE POINT FOR EXHAUST AIR SHALL BE AT LEAST 3 FEET
FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED
PORTIONS OF THE BUILDING.
13.ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR
BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED.
PROVIDE AN EXHAUST FAN WITH A MIN. CAPACITY OF 50 CFM.
DUCTLESS FANS ARE UNACCEPTABLE. (CBC SEC. 1202.4.3.1 & 717)
14.SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH
INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH
AND NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70"
ABOVE THE DRAIN INLET. (CBC SECTION 1210.2.3).
15.FLUSH VOLUMES FOR LOW-CONSUMPTION AND WATER SAVER
WATER CLOSETS SHALL BE PROVIDED WITH A MAX. 1.28 GALLONS
OF WATER PER FLUSH.
UNIT PLAN GENERAL NOTES
DOOR REFERENCE. REFER TO 1 / A800.XX
WINDOW REFERENCE. REFER TO 2 / A800.X
UNIT PLAN KEYNOTES
DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING)
1
WOOD-LOOK VINYL FLOORING THROUGHOUT CONDITIONED INTERIOR.
INSTALL PER MANUF. REQS. VINYL FLOORING TO BE PRE-PADDED & A
MIN. 8MM IN THICKNESS W/ A MIN. 20 MIL WEAR LAYER.
2 36" TALL / 24" DEEP HARDSURFACE KITCHEN COUNTERTOP & FULL
HEIGHT TILE BACKSPLASH (U.N.O. ON INT. ELEVS.).
3 LINE OF LOWER CABINETS. REFER TO INT. ELEVS.
4 LINE OF UPPER CABINETS. REFER TO INT. ELEVS.
5 36" WIDE DOUBLE SINK W/ GARBAGE DISPOSAL.
6 30" WIDE FREE STANDING ELECTRIC RANGE.
7 30" WIDE MICROWAVE/HOOD COMBO OVER THE RANGE.
8
30" WIDE REFRIGERATOR (32.5" CLR. REFRIGERATOR SPACE).
PROVIDE COLD WATER BIB & SHUT-OFF FOR ICEMAKER.
REFRIGERATOR TO MEET/EXCEED ENERGY STAR PROGRAM REQS.
9 FULL-HEIGHT PANTRY CABINET W/ 4 SHELVES. REFER TO INT. ELEVS.
10 36" HIGH MOVABLE KITCHEN ISLAND. REFER TO DETAIL 9 / A920.
11
24" WIDE / 27" DEEP STACKED WASHER / DRYER UNIT. REFER TO
DETAIL 10 / A920 FOR DRYER VENT ROUTING & DETAIL 17 / A910 FOR
VENT HOOD AT 1-HR EXTERIOR WALL.
12 WOOD SHELF W/ POLE. SEE DETAIL 3/A920.
13 34" TALL / 22" DEEP / 34" WIDE BATH VANITY W/ HARDSURFACE
COUNTERTOP & 4" BACKSPLASH.
14 UNDER MOUNT LAVATORY.
15 34" TALL / 22" DEEP / 22" WIDE BATH PEDESTAL SINK.
16 WATER CLOSET.
17
30" x 60" SHOWER W/ TILED CURB / SURROUND, TEMPERED GLASS
ENCLOSURE & RECESSED SHELF INSTALLED BETWEEN 44" & 58" A.F.F.
REFER TO DETAILS 13 / A902 & 4 / A920 FOR ADDITIONAL INFORMATION.
18 TOILET PAPER DISPENSER, MOUNTED AT 24" A.F.F.
19 TOWEL BAR, MOUNTED AT 40" A.F.F.
20 DUCTLESS WALL-MOUNTED HVAC UNIT, ABV. REFER TO MECH'L DWGS.
21 RECESSED ELECTRICAL SERVICE SUBPANEL. REFER TO ELEC'L DWGS.
REFER TO DETAIL 9 / A902 AT 1-HR FIRE-RES. RATED WALLS.
22 PLUMBING FURR WALL.
U.P. WALL / SYMBOL LEGEND
(PPSD) 2X4 WOOD STUD WALL *
[ EXT. 1-HR RATED ] REFER TO DETAIL W1 / A900.
[ INT. 1-HR RATED ] REFER TO DETAIL W2 / A900.
[ INT. 2-HR RATED ] REFER TO DETAILS W3 & W4 / A900.
[ EXT. NON RATED ] REFER TO DETAIL W5 / A900.
[ INT. NON RATED ] REFER TO DETAIL W6 / A900.
*REFER TO SHEETS A201 & A202 FOR FIRE-RES.
RATED WALL ASSEMBLY LOCATIONS. REFER TO
SHEET A900 FOR FIRE-RES. RATED WALL DETAILS.
(EXTG) 2X4 WOOD STUD WALL *
[ EXTERIOR ] CEMENT PLASTER ASSEMBLY IN LIEU OF
GYPSUM PLASTER ON THE EXTERIOR SIDE
[ INTERIOR ] 5/8" GYP. PLASTER O/ 3/8" GYP. LATH.
DEMOLITION PLAN KEYNOTES
DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING)
D1 EXISTING INTERIOR WALL TO BE REMOVED. REFER TO STRUCT. DWGS.
D2 EXISTING DOOR TO BE REMOVED.
D3 EXISTING WINDOW TO BE REMOVED.
D4 EXISTING FLOORING TO BE REMOVED.
D5 EXISTING KITCHEN COUNTERTOP / CASEWORK / APPLIANCES /
PLUMBING FIXTURES TO BE REMOVED.
D6 EXISTING BATHROOM PLUMBING FIXTURES / LIGHT FIXTURES /
FINISHES / FLOORING TO BE REMOVED.
D7 EXISTING BUILT-IN CLOSET TO BE REMOVED.
D8 EXISTING ELECTRICAL SERVICE SUBPANEL TO BE REMOVED.
D9 EXISTING FURNACE WALL HEATER TO BE REMOVED.
1.PROTECT ALL AREAS, SYSTEMS, FINISHES AND OTHER ITEMS TO
REMAIN DURING CONSTRUCTION.
2.ALL UTILITY LINES SUPPORTING OTHER PARTS OF THE EXISTING
BUILDING TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.
SUPPORT AND PROTECT DURING DEMOLITION AND CONSTRUCTION.
3.THE FINISH DIMENSIONS OF THE OPENING THROUGH EXISTING WALLS
ARE SHOWN ON THE PLANS. GC SHALL COORDINATE DEMOLITION
TEMPORARY SHORING AND PROVIDE ANY ADDITIONAL CLEARANCE
REQUIRED FOR FRAMING AND FINISH OF THE OPENING.
4.THESE PLANS ARE TO DIAGRAM AREAS OF DEMOLITION AND SHALL
NOT BE USED AS A RECORD OF EXISTING CONDITIONS.
5.SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DESCRIPTION OF
DEMOLITION SCOPE OF WORK.
6.PATCH ALL WALLS, FLOORS AND CEILING TO BE FLUSH AND SMOOTH
WITH EXISTING ADJACENT CONDITION.
7.PATCH AND LEVEL FOUNDATION SLAB AFTER DEMO FOR NEW WORK.
8.CLEAN AND PREP ALL AREA FOR NEW FINISH.
9.WHENEVER UNEXPECTED STRUCTURAL ELEMENTS, SUCH AS
BEARING WALLS, ARE DISCOVERED, CONTACT STRUCTURAL
ENGINEER FOR OBSERVATION AND FURTHER INSTRUCTION.
10.WHENEVER HAZARDOUS MATERIALS ARE DISCOVERED, STOP WORK
IN THE PROXIMITY. COORDINATE W/ OWNER'S HAZARDOUS MATERIAL
ABATEMENT CONTRACTOR FOR LEGAL REMOVAL AND DISPOSAL.
11.FOR ASBESTOS ABATEMENT:
CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS,
PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND
TRANSPORTATION OF ASBESTOS MATERIALS) AND EQUIPMENT
WHICH IS SPECIFIED, SHOWN OR REASONABLY IMPLIED FOR
ASBESTOS ABATEMENT ACTIVITIES AS REQUIRED BY ALL APPLICABLE
FEDERAL, STATE AND LOCAL ENFORCEMENT AGENCIES.
12.FOR LEAD-BASED PAINT / WASTE ABATEMENT:
CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS,
PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND
TRANSPORTATION OF LEAD-BASED PAINT AND LEAD-BASED PAINT
WASTE MATERIALS) AND EQUIPMENT WHICH IS SPECIFIED, SHOWN
OR REASONABLY IMPLIED FOR LEAD ABATEMENT ACTIVITIES AS
REQUIRED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL
ENFORCEMENT AGENCIES.
13.REVIEW PROPOSED UNIT PLANS FOR CONTEXT & DESIGN INTENT.
DEMO PLAN GENERAL NOTES
EXISTING WALL / ELEMENT TO REMAIN
EXISTING WALL / ELEMENT TO BE
DEMOLISHED. REFER TO PPSD FLOOR
PLANS FOR CONTEXT & DESIGN INTENT.
DEMO SYMBOL LEGEND
EXISTING WALL / ELEMENT TO REMAIN
EXISTING WALL / ELEMENT TO BE
DEMOLISHED. REFER TO PPSD FLOOR
PLANS FOR CONTEXT & DESIGN INTENT.
DEMO SYMBOL LEGEND
1
PPSD UNIT PLANS,
DEMO UNIT PLANS &
INTERIOR ELEVATIONS
- UNITS 3, 4, 7 & 8
A601
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
2n
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a
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No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
09/13/2024 2ND PLAN CHECK SUBMITTAL
82
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9
2
7
0
1
Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
GA
R
F
I
E
L
D
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S
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A
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I
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N
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Address:
Ren.11/30/25
A
No. C37490
A
A FOILOFC
R
INTA
S
ET
TC
A RCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
A
SN
VVS Estates, LLC
1
Vanita Soni PuriAttn:
SCALE:11/4"=1'-0"DEMOLITION UNIT PLAN - UNITS 3 & 7SCALE:41/4"=1'-0"DEMOLITION UNIT PLAN - UNITS 4 & 8
SCALE:31/4"=1'-0"INTERIOR ELEVATIONS - UNITS 3 & 7SCALE:61/4"=1'-0"INTERIOR ELEVATIONS - UNITS 4 & 8
SCALE:21/4"=1'-0"PROPOSED UNIT PLAN - UNITS 3 & 7SCALE:51/4"=1'-0"PROPOSED UNIT PLAN - UNITS 4 & 8
3
-
A
B
C
D
INTERIOR
ELEVATIONS
6
-
A
B
C
D
INTERIOR
ELEVATIONS
1.REFER TO SPECIFICATIONS FOR ALL APPLIANCES. VERIFY ALL
REQUIRED CLEARANCES AND INSTALLATION REQUIREMENTS
PRIOR TO FABRICATION OF CASEWORK.
INTERIOR ELEVATION NOTES
1.REFER TO SPECIFICATIONS FOR ALL APPLIANCES. VERIFY ALL
REQUIRED CLEARANCES AND INSTALLATION REQUIREMENTS
PRIOR TO FABRICATION OF CASEWORK.
INTERIOR ELEVATION NOTES
HOLD- 829 N
Garfield St1/15/2025
1'
-
4
"
8'-3"
LIVING
KITCHEN
DINING
BEDROOM
BATH
HALL
CLO.
ELEC.PANEL
R.
L BB
501
502
503
504
505
1
14
13
16
20
20
18
17
19
12
11 2 7 6 4
8
21
35
1'
-
7
1
/
2
"
2'
-
5
1
/
2
"
CL
CL
2'
-
6
"
5'-4 1/2"
8'-3"
2'-8 1/2"
REF. SPACE
3'
-
6
"
1'
-
8
"
2'
-
8
"
4"
2'
-
0
"
8'
-
2
"
6'
-
2
"
TILE BACK SPLASH
D
A UNIT 5 KITCHEN
3'-0"
CAB
D
D
D
D
2'-6"
VERIFY
D D
3'
-
6
"
1'
-
8
"
2'
-
8
"
4"
8'
-
2
"
D D D
TILE BACK SPLASH
C B LAU.
8'
-
2
"
7'
-
0
"
1'
-
2
"
7'
-
0
"
7'
-
0
"
1'
-
2
"
3'
-
2
"
4"
2'
-
8
"
4"
8'
-
2
"
6"
DBBATH
8'
-
2
"
MIRROR
2'-8 1/2"
4'-0"
2'
-
7
"
8'
-
5
"
LIVING
KITCHEN
DINING
BATH
BEDROOM 1 BEDROOM 2
CLO.
CLO.
R.
601
G
G
G
G JF
607
605603
606
602
604
120
20
12
12
6
4
7
3
5
2
8
21
11
16
18 14 13
17
19
CL
CL
2'-8 1/2"
REF. SPACE
3'
-
6
"
1'
-
8
"
2'
-
8
"
4"
2'
-
0
"
8'
-
2
"
6'
-
2
"
TILE BACK SPLASH
D
B UNIT 6 KITCHEN
3'-0"
CAB
D
D
D
D
2'-6"
VERIFY
D D
3'
-
6
"
1'
-
8
"
2'
-
8
"
4"
8'
-
2
"
D D D
TILE BACK SPLASH
D
7'
-
0
"
1'
-
2
"
7'
-
0
"
7'
-
0
"
1'
-
2
"
3'
-
2
"
4"
2'
-
8
"
4"
8'
-
2
"
6"
DCBATH
8'
-
2
"
C LAUN.
MIRROR
8'
-
2
"
LIVING
KITCHEN DINING
BEDROOM
BATH
HALL
ELEC.PANEL
D3 D3 D3
D4
D6
D2
D2
D9 D8
D7
D2
D5
LIVING
KITCHEN
DINING
BATH
BEDROOM 1 BEDROOM 2 R.
D3D3D3
D3
D3
D4D7
D7
D2 D2
D2
D6
D7
D8 D2
D9
D2
D5
1.ALL MINIMUM CLEAR DIMENSIONS ARE TO FINISH MATERIAL.
2.ALL WALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING. FOR
CMU OR CONCRETE WALLS, DIMENSIONS ARE SHOWN TO FACE OF
BLOCK OR CONCRETE SURFACE.
3.ALL EXISTING WALL DIMENSIONS ARE FOR REFERENCE ONLY &
SHALL BE VERIFIED IN THE FIELD.
4.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8.
5.REFER TO SHEETS A900 - A902 FOR FIRE-RES. RATED DETAILS AND
SHEET A903 FOR TYPICAL PENETRATION PROTECTION, WHICH
SHALL COMPLY TO CBC 706.10 & 706.11.
6.ALL INTERIOR UNIT DOORS SHALL BE HOLLOW CORE U.N.O.
7.TYPICAL 4 1/2" CLR. FROM DOOR TO PERP. WALL OR LOCATE CTR.
OF DOOR IN ROOM U.N.O. OR IN CONFLICT W/ OTHER REQS.
8.ALL EXTERIOR DOORS OF CONDITIONED SPACES SHALL BE FULLY
WEATHERSTRIPPED.
9.SMOKE DETECTORS SHALL BE INTERCONNECTED TO SOUND AN
ALARM IN ALL SLEEPING AREAS OF THE DWELLING; BE INSTALLED
IN EACH SLEEPING ROOM AND IN THE CORRIDOR OR AREA GIVING
ACCESS TO EACH SEPARATE SLEEPING AREA AND BE EQUIPPED
WITH A BATTERY BACKUP. REFER TO ELECTRICAL DRAWINGS FOR
LOCATIONS OF SMOKE DETECTORS AND COMBINATION SMOKE /
CARBON MONOXIDE DETECTORS. (CBC SECTION 907.2.11.2)
10.GLAZING IN DOORS & WINDOWS SHALL BE PROVIDED W/
TEMPERED GLASS AS REQ. BY CBC CHAPTER 24 INCLUDING:
GLAZING IN BATHTUB & SHOWER ENCLOSURES; GLAZING IN ANY
PORTION OF A BUILDING WALL ENCLOSING THESE
COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 IN. ABOVE A STANDING & DRAIN INLET;
GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR;
WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN
A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A
CLOSED POSITION; WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE.
11.EXHAUST FANS REQUIRED IN BATH AND/OR LAUNDRY ROOMS
MUST CONNECT DIRECTLY TO THE OUTSIDE AND MUST PROVIDE 5
AIR CHANGES PER HOUR. (CBC SECTION 717)
12.DISCHARGE POINT FOR EXHAUST AIR SHALL BE AT LEAST 3 FEET
FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED
PORTIONS OF THE BUILDING.
13.ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR
BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED.
PROVIDE AN EXHAUST FAN WITH A MIN. CAPACITY OF 50 CFM.
DUCTLESS FANS ARE UNACCEPTABLE. (CBC SEC. 1202.4.3.1 & 717)
14.SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH
INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH
AND NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70"
ABOVE THE DRAIN INLET. (CBC SECTION 1210.2.3).
15.FLUSH VOLUMES FOR LOW-CONSUMPTION AND WATER SAVER
WATER CLOSETS SHALL BE PROVIDED WITH A MAX. 1.28 GALLONS
OF WATER PER FLUSH.
UNIT PLAN GENERAL NOTES
DOOR REFERENCE. REFER TO 1 / A800.XX
WINDOW REFERENCE. REFER TO 2 / A800.X
UNIT PLAN KEYNOTES
DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING)
1
WOOD-LOOK VINYL FLOORING THROUGHOUT CONDITIONED INTERIOR.
INSTALL PER MANUF. REQS. VINYL FLOORING TO BE PRE-PADDED & A
MIN. 8MM IN THICKNESS W/ A MIN. 20 MIL WEAR LAYER.
2 36" TALL / 24" DEEP HARDSURFACE KITCHEN COUNTERTOP & FULL
HEIGHT TILE BACKSPLASH (U.N.O. ON INT. ELEVS.).
3 LINE OF LOWER CABINETS. REFER TO INT. ELEVS.
4 LINE OF UPPER CABINETS. REFER TO INT. ELEVS.
5 36" WIDE DOUBLE SINK W/ GARBAGE DISPOSAL.
6 30" WIDE FREE STANDING ELECTRIC RANGE.
7 30" WIDE MICROWAVE/HOOD COMBO OVER THE RANGE.
8
30" WIDE REFRIGERATOR (32.5" CLR. REFRIGERATOR SPACE).
PROVIDE COLD WATER BIB & SHUT-OFF FOR ICEMAKER.
REFRIGERATOR TO MEET/EXCEED ENERGY STAR PROGRAM REQS.
9 FULL-HEIGHT PANTRY CABINET W/ 4 SHELVES. REFER TO INT. ELEVS.
10 36" HIGH MOVABLE KITCHEN ISLAND. REFER TO DETAIL 9 / A920.
11
24" WIDE / 27" DEEP STACKED WASHER / DRYER UNIT. REFER TO
DETAIL 10 / A920 FOR DRYER VENT ROUTING & DETAIL 17 / A910 FOR
VENT HOOD AT 1-HR EXTERIOR WALL.
12 WOOD SHELF W/ POLE. SEE DETAIL 3/A920.
13 34" TALL / 22" DEEP / 34" WIDE BATH VANITY W/ HARDSURFACE
COUNTERTOP & 4" BACKSPLASH.
14 UNDER MOUNT LAVATORY.
15 34" TALL / 22" DEEP / 22" WIDE BATH PEDESTAL SINK.
16 WATER CLOSET.
17
30" x 60" SHOWER W/ TILED CURB / SURROUND, TEMPERED GLASS
ENCLOSURE & RECESSED SHELF INSTALLED BETWEEN 44" & 58" A.F.F.
REFER TO DETAILS 13 / A902 & 4 / A920 FOR ADDITIONAL INFORMATION.
18 TOILET PAPER DISPENSER, MOUNTED AT 24" A.F.F.
19 TOWEL BAR, MOUNTED AT 40" A.F.F.
20 DUCTLESS WALL-MOUNTED HVAC UNIT, ABV. REFER TO MECH'L DWGS.
21 RECESSED ELECTRICAL SERVICE SUBPANEL. REFER TO ELEC'L DWGS.
REFER TO DETAIL 9 / A902 AT 1-HR FIRE-RES. RATED WALLS.
22 PLUMBING FURR WALL.
U.P. WALL / SYMBOL LEGEND
(PPSD) 2X4 WOOD STUD WALL *
[ EXT. 1-HR RATED ] REFER TO DETAIL W1 / A900.
[ INT. 1-HR RATED ] REFER TO DETAIL W2 / A900.
[ INT. 2-HR RATED ] REFER TO DETAILS W3 & W4 / A900.
[ EXT. NON RATED ] REFER TO DETAIL W5 / A900.
[ INT. NON RATED ] REFER TO DETAIL W6 / A900.
*REFER TO SHEETS A201 & A202 FOR FIRE-RES.
RATED WALL ASSEMBLY LOCATIONS. REFER TO
SHEET A900 FOR FIRE-RES. RATED WALL DETAILS.
(EXTG) 2X4 WOOD STUD WALL *
[ EXTERIOR ] CEMENT PLASTER ASSEMBLY IN LIEU OF
GYPSUM PLASTER ON THE EXTERIOR SIDE
[ INTERIOR ] 5/8" GYP. PLASTER O/ 3/8" GYP. LATH.
DEMOLITION PLAN KEYNOTES
DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING)
D1 EXISTING INTERIOR WALL TO BE REMOVED. REFER TO STRUCT. DWGS.
D2 EXISTING DOOR TO BE REMOVED.
D3 EXISTING WINDOW TO BE REMOVED.
D4 EXISTING FLOORING TO BE REMOVED.
D5 EXISTING KITCHEN COUNTERTOP / CASEWORK / APPLIANCES /
PLUMBING FIXTURES TO BE REMOVED.
D6 EXISTING BATHROOM PLUMBING FIXTURES / LIGHT FIXTURES /
FINISHES / FLOORING TO BE REMOVED.
D7 EXISTING BUILT-IN CLOSET TO BE REMOVED.
D8 EXISTING ELECTRICAL SERVICE SUBPANEL TO BE REMOVED.
D9 EXISTING FURNACE WALL HEATER TO BE REMOVED.
1.PROTECT ALL AREAS, SYSTEMS, FINISHES AND OTHER ITEMS TO
REMAIN DURING CONSTRUCTION.
2.ALL UTILITY LINES SUPPORTING OTHER PARTS OF THE EXISTING
BUILDING TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.
SUPPORT AND PROTECT DURING DEMOLITION AND CONSTRUCTION.
3.THE FINISH DIMENSIONS OF THE OPENING THROUGH EXISTING WALLS
ARE SHOWN ON THE PLANS. GC SHALL COORDINATE DEMOLITION
TEMPORARY SHORING AND PROVIDE ANY ADDITIONAL CLEARANCE
REQUIRED FOR FRAMING AND FINISH OF THE OPENING.
4.THESE PLANS ARE TO DIAGRAM AREAS OF DEMOLITION AND SHALL
NOT BE USED AS A RECORD OF EXISTING CONDITIONS.
5.SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DESCRIPTION OF
DEMOLITION SCOPE OF WORK.
6.PATCH ALL WALLS, FLOORS AND CEILING TO BE FLUSH AND SMOOTH
WITH EXISTING ADJACENT CONDITION.
7.PATCH AND LEVEL FOUNDATION SLAB AFTER DEMO FOR NEW WORK.
8.CLEAN AND PREP ALL AREA FOR NEW FINISH.
9.WHENEVER UNEXPECTED STRUCTURAL ELEMENTS, SUCH AS
BEARING WALLS, ARE DISCOVERED, CONTACT STRUCTURAL
ENGINEER FOR OBSERVATION AND FURTHER INSTRUCTION.
10.WHENEVER HAZARDOUS MATERIALS ARE DISCOVERED, STOP WORK
IN THE PROXIMITY. COORDINATE W/ OWNER'S HAZARDOUS MATERIAL
ABATEMENT CONTRACTOR FOR LEGAL REMOVAL AND DISPOSAL.
11.FOR ASBESTOS ABATEMENT:
CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS,
PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND
TRANSPORTATION OF ASBESTOS MATERIALS) AND EQUIPMENT
WHICH IS SPECIFIED, SHOWN OR REASONABLY IMPLIED FOR
ASBESTOS ABATEMENT ACTIVITIES AS REQUIRED BY ALL APPLICABLE
FEDERAL, STATE AND LOCAL ENFORCEMENT AGENCIES.
12.FOR LEAD-BASED PAINT / WASTE ABATEMENT:
CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS,
PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND
TRANSPORTATION OF LEAD-BASED PAINT AND LEAD-BASED PAINT
WASTE MATERIALS) AND EQUIPMENT WHICH IS SPECIFIED, SHOWN
OR REASONABLY IMPLIED FOR LEAD ABATEMENT ACTIVITIES AS
REQUIRED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL
ENFORCEMENT AGENCIES.
13.REVIEW PROPOSED UNIT PLANS FOR CONTEXT & DESIGN INTENT.
DEMO PLAN GENERAL NOTES
EXISTING WALL / ELEMENT TO REMAIN
EXISTING WALL / ELEMENT TO BE
DEMOLISHED. REFER TO PPSD FLOOR
PLANS FOR CONTEXT & DESIGN INTENT.
DEMO SYMBOL LEGEND
EXISTING WALL / ELEMENT TO REMAIN
EXISTING WALL / ELEMENT TO BE
DEMOLISHED. REFER TO PPSD FLOOR
PLANS FOR CONTEXT & DESIGN INTENT.
DEMO SYMBOL LEGEND
1
PPSD UNIT PLANS,
DEMO UNIT PLANS &
INTERIOR ELEVATIONS
- UNITS 5 & 6
A602
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
2n
d
P
l
a
n
C
h
e
c
k
S
u
b
m
i
t
t
a
l
No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
09/13/2024 2ND PLAN CHECK SUBMITTAL
82
9
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G
A
R
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I
E
L
D
S
T
R
E
E
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
GA
R
F
I
E
L
D
R
E
S
T
O
R
A
T
I
O
N
/
R
E
M
O
D
E
L
Address:
Ren.11/30/25
A
No. C37490
A
A FOILOFC
R
INTA
S
ET
TC
A RCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
A
SN
VVS Estates, LLC
1
Vanita Soni PuriAttn:
SCALE:11/4"=1'-0"DEMOLITION UNIT PLAN - UNIT 5SCALE:41/4"=1'-0"DEMOLITION UNIT PLAN - UNIT 6
SCALE:31/4"=1'-0"INTERIOR ELEVATIONS - UNIT 5SCALE:61/4"=1'-0"INTERIOR ELEVATIONS - UNIT 6
SCALE:21/4"=1'-0"PROPOSED UNIT PLAN - UNIT 5SCALE:51/4"=1'-0"PROPOSED UNIT PLAN - UNIT 6
3
-
A
B
C
D
INTERIOR
ELEVATIONS
6
-
A
B
C
D
INTERIOR
ELEVATIONS
1.REFER TO SPECIFICATIONS FOR ALL APPLIANCES. VERIFY ALL
REQUIRED CLEARANCES AND INSTALLATION REQUIREMENTS
PRIOR TO FABRICATION OF CASEWORK.
INTERIOR ELEVATION NOTES
1.REFER TO SPECIFICATIONS FOR ALL APPLIANCES. VERIFY ALL
REQUIRED CLEARANCES AND INSTALLATION REQUIREMENTS
PRIOR TO FABRICATION OF CASEWORK.
INTERIOR ELEVATION NOTES
HOLD- 829 N
Garfield St1/15/2025
2'-3 1/2"
LIVING / DINING
KITCHEN
BEDROOM 2
BEDROOM 1 BATH
PDR.
HALL
EL
E
C
.
P
A
N
E
L
CLO.
CLO.
P.
R.
901
H M
H
C
B
907
906
904
902
903
905
1
16
20
17
16
19
13
14
19
18
11
14
13
18
21
12
12
20
5
4
9
3
7
6
8
3'
-
3
"
3'
-
5
"
4'
-
1
1
/
2
"
4'
-
1
1
/
2
"
CL
CL
2'-3 1/2"
2'-8 1/2"
REF. SPACE
2'
-
0
"
6'
-
2
"
B UNIT 9 KITCHEN
3'-0"
CAB
D
D
D
D
2'-6"
VERIFY
D D
3'
-
6
"
1'
-
8
"
2'
-
8
"
4"
8'
-
2
"
D D
TILE BACK SPLASH
B LAUN.
8'
-
2
"
A PDR.
8'
-
2
"
MIRROR
1'
-
2
"
3'
-
2
"
4"
2'
-
8
"
4"
6"
C
7'
-
0
"
1'
-
2
"
7'
-
0
"
7'
-
0
"
1'
-
2
"
3'
-
2
"
4"
2'
-
8
"
4"
6"
B
RECESSED SHELF
A BATH
8'
-
2
"
8'
-
2
"
MIRROR
8'
-
2
"
D
4'
-
8
"
6"
2'
-
8
"
4"
8'
-
2
"
3'
-
5
1
/
2
"
LIVING / DINING
KITCHEN
BEDROOM 2
BEDROOM 1
BATH
HALL
EL
E
C
.
P
A
N
E
L
CLO.
CLO.
R.
H
D
B
M H
001
006
005
003
002
004
14
13
18
1
16
20
17
19
21
12
12
20
5
3
4
7
6
10
11
8
3'
-
5
"
11
'
-
1
"
2'-3 1/2"
3'
-
5
"
CL
4'
-
3
"
4'
-
3
"
CL
2'-3 1/2"
2'-8 1/2"
REF. SPACE
2'
-
0
"
6'
-
2
"
D UNIT 10 KITCHEN
3'-0"
CAB
D
D
D
D
2'-6"
VERIFY
3'
-
6
"
1'
-
8
"
2'
-
8
"
4"
8'
-
2
"
D D
TILE BACK SPLASH
D LAUN.
8'
-
2
"
7'
-
0
"
1'
-
2
"
7'
-
0
"
7'
-
0
"
1'
-
2
"
3'
-
2
"
4"
2'
-
8
"
4"
6"
D
RECESSED SHELF
A BATH
8'
-
2
"
8'
-
2
"
MIRROR
LIVING / DINING KITCHEN
BEDROOM 2
BEDROOM 1 BATH 1
PDR.
HALL
P.
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D3
D3
D3
D3 D3
D4
D7
D7D1 D1
D2
D2
D2
D6
D8
D7
D7
D9
D2
D5
D6
D2
LIVING / DINING
KITCHEN
BEDROOM 2
BEDROOM 1BATH
HALL
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D3 D3
D3
D3
D3
D4
D7
D7 D1D1
D2
D2
D2
D6
D8
D7
D7
D1
D5 D9
D2
1.ALL MINIMUM CLEAR DIMENSIONS ARE TO FINISH MATERIAL.
2.ALL WALL DIMENSIONS ARE SHOWN TO FACE OF FRAMING. FOR
CMU OR CONCRETE WALLS, DIMENSIONS ARE SHOWN TO FACE OF
BLOCK OR CONCRETE SURFACE.
3.ALL EXISTING WALL DIMENSIONS ARE FOR REFERENCE ONLY &
SHALL BE VERIFIED IN THE FIELD.
4.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8.
5.REFER TO SHEETS A900 - A902 FOR FIRE-RES. RATED DETAILS AND
SHEET A903 FOR TYPICAL PENETRATION PROTECTION, WHICH
SHALL COMPLY TO CBC 706.10 & 706.11.
6.ALL INTERIOR UNIT DOORS SHALL BE HOLLOW CORE U.N.O.
7.TYPICAL 4 1/2" CLR. FROM DOOR TO PERP. WALL OR LOCATE CTR.
OF DOOR IN ROOM U.N.O. OR IN CONFLICT W/ OTHER REQS.
8.ALL EXTERIOR DOORS OF CONDITIONED SPACES SHALL BE FULLY
WEATHERSTRIPPED.
9.SMOKE DETECTORS SHALL BE INTERCONNECTED TO SOUND AN
ALARM IN ALL SLEEPING AREAS OF THE DWELLING; BE INSTALLED
IN EACH SLEEPING ROOM AND IN THE CORRIDOR OR AREA GIVING
ACCESS TO EACH SEPARATE SLEEPING AREA AND BE EQUIPPED
WITH A BATTERY BACKUP. REFER TO ELECTRICAL DRAWINGS FOR
LOCATIONS OF SMOKE DETECTORS AND COMBINATION SMOKE /
CARBON MONOXIDE DETECTORS. (CBC SECTION 907.2.11.2)
10.GLAZING IN DOORS & WINDOWS SHALL BE PROVIDED W/
TEMPERED GLASS AS REQ. BY CBC CHAPTER 24 INCLUDING:
GLAZING IN BATHTUB & SHOWER ENCLOSURES; GLAZING IN ANY
PORTION OF A BUILDING WALL ENCLOSING THESE
COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 IN. ABOVE A STANDING & DRAIN INLET;
GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR;
WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN
A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A
CLOSED POSITION; WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE.
11.EXHAUST FANS REQUIRED IN BATH AND/OR LAUNDRY ROOMS
MUST CONNECT DIRECTLY TO THE OUTSIDE AND MUST PROVIDE 5
AIR CHANGES PER HOUR. (CBC SECTION 717)
12.DISCHARGE POINT FOR EXHAUST AIR SHALL BE AT LEAST 3 FEET
FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED
PORTIONS OF THE BUILDING.
13.ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR
BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED.
PROVIDE AN EXHAUST FAN WITH A MIN. CAPACITY OF 50 CFM.
DUCTLESS FANS ARE UNACCEPTABLE. (CBC SEC. 1202.4.3.1 & 717)
14.SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH
INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH
AND NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70"
ABOVE THE DRAIN INLET. (CBC SECTION 1210.2.3).
15.FLUSH VOLUMES FOR LOW-CONSUMPTION AND WATER SAVER
WATER CLOSETS SHALL BE PROVIDED WITH A MAX. 1.28 GALLONS
OF WATER PER FLUSH.
UNIT PLAN GENERAL NOTES
DOOR REFERENCE. REFER TO 1 / A800.XX
WINDOW REFERENCE. REFER TO 2 / A800.X
UNIT PLAN KEYNOTES
DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING)
1
WOOD-LOOK VINYL FLOORING THROUGHOUT CONDITIONED INTERIOR.
INSTALL PER MANUF. REQS. VINYL FLOORING TO BE PRE-PADDED & A
MIN. 8MM IN THICKNESS W/ A MIN. 20 MIL WEAR LAYER.
2 36" TALL / 24" DEEP HARDSURFACE KITCHEN COUNTERTOP & FULL
HEIGHT TILE BACKSPLASH (U.N.O. ON INT. ELEVS.).
3 LINE OF LOWER CABINETS. REFER TO INT. ELEVS.
4 LINE OF UPPER CABINETS. REFER TO INT. ELEVS.
5 36" WIDE DOUBLE SINK W/ GARBAGE DISPOSAL.
6 30" WIDE FREE STANDING ELECTRIC RANGE.
7 30" WIDE MICROWAVE/HOOD COMBO OVER THE RANGE.
8
30" WIDE REFRIGERATOR (32.5" CLR. REFRIGERATOR SPACE).
PROVIDE COLD WATER BIB & SHUT-OFF FOR ICEMAKER.
REFRIGERATOR TO MEET/EXCEED ENERGY STAR PROGRAM REQS.
9 FULL-HEIGHT PANTRY CABINET W/ 4 SHELVES. REFER TO INT. ELEVS.
10 36" HIGH MOVABLE KITCHEN ISLAND. REFER TO DETAIL 9 / A920.
11
24" WIDE / 27" DEEP STACKED WASHER / DRYER UNIT. REFER TO
DETAIL 10 / A920 FOR DRYER VENT ROUTING & DETAIL 17 / A910 FOR
VENT HOOD AT 1-HR EXTERIOR WALL.
12 WOOD SHELF W/ POLE. SEE DETAIL 3/A920.
13 34" TALL / 22" DEEP / 34" WIDE BATH VANITY W/ HARDSURFACE
COUNTERTOP & 4" BACKSPLASH.
14 UNDER MOUNT LAVATORY.
15 34" TALL / 22" DEEP / 22" WIDE BATH PEDESTAL SINK.
16 WATER CLOSET.
17
30" x 60" SHOWER W/ TILED CURB / SURROUND, TEMPERED GLASS
ENCLOSURE & RECESSED SHELF INSTALLED BETWEEN 44" & 58" A.F.F.
REFER TO DETAILS 13 / A902 & 4 / A920 FOR ADDITIONAL INFORMATION.
18 TOILET PAPER DISPENSER, MOUNTED AT 24" A.F.F.
19 TOWEL BAR, MOUNTED AT 40" A.F.F.
20 DUCTLESS WALL-MOUNTED HVAC UNIT, ABV. REFER TO MECH'L DWGS.
21 RECESSED ELECTRICAL SERVICE SUBPANEL. REFER TO ELEC'L DWGS.
REFER TO DETAIL 9 / A902 AT 1-HR FIRE-RES. RATED WALLS.
22 PLUMBING FURR WALL.
U.P. WALL / SYMBOL LEGEND
(PPSD) 2X4 WOOD STUD WALL *
[ EXT. 1-HR RATED ] REFER TO DETAIL W1 / A900.
[ INT. 1-HR RATED ] REFER TO DETAIL W2 / A900.
[ INT. 2-HR RATED ] REFER TO DETAILS W3 & W4 / A900.
[ EXT. NON RATED ] REFER TO DETAIL W5 / A900.
[ INT. NON RATED ] REFER TO DETAIL W6 / A900.
*REFER TO SHEETS A201 & A202 FOR FIRE-RES.
RATED WALL ASSEMBLY LOCATIONS. REFER TO
SHEET A900 FOR FIRE-RES. RATED WALL DETAILS.
(EXTG) 2X4 WOOD STUD WALL *
[ EXTERIOR ] CEMENT PLASTER ASSEMBLY IN LIEU OF
GYPSUM PLASTER ON THE EXTERIOR SIDE
[ INTERIOR ] 5/8" GYP. PLASTER O/ 3/8" GYP. LATH.
DEMOLITION PLAN KEYNOTES
DESCRIPTION ( NOT ALL NOTES APPLY TO DRAWING)
D1 EXISTING INTERIOR WALL TO BE REMOVED. REFER TO STRUCT. DWGS.
D2 EXISTING DOOR TO BE REMOVED.
D3 EXISTING WINDOW TO BE REMOVED.
D4 EXISTING FLOORING TO BE REMOVED.
D5 EXISTING KITCHEN COUNTERTOP / CASEWORK / APPLIANCES /
PLUMBING FIXTURES TO BE REMOVED.
D6 EXISTING BATHROOM PLUMBING FIXTURES / LIGHT FIXTURES /
FINISHES / FLOORING TO BE REMOVED.
D7 EXISTING BUILT-IN CLOSET TO BE REMOVED.
D8 EXISTING ELECTRICAL SERVICE SUBPANEL TO BE REMOVED.
D9 EXISTING FURNACE WALL HEATER TO BE REMOVED.
1.PROTECT ALL AREAS, SYSTEMS, FINISHES AND OTHER ITEMS TO
REMAIN DURING CONSTRUCTION.
2.ALL UTILITY LINES SUPPORTING OTHER PARTS OF THE EXISTING
BUILDING TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.
SUPPORT AND PROTECT DURING DEMOLITION AND CONSTRUCTION.
3.THE FINISH DIMENSIONS OF THE OPENING THROUGH EXISTING WALLS
ARE SHOWN ON THE PLANS. GC SHALL COORDINATE DEMOLITION
TEMPORARY SHORING AND PROVIDE ANY ADDITIONAL CLEARANCE
REQUIRED FOR FRAMING AND FINISH OF THE OPENING.
4.THESE PLANS ARE TO DIAGRAM AREAS OF DEMOLITION AND SHALL
NOT BE USED AS A RECORD OF EXISTING CONDITIONS.
5.SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DESCRIPTION OF
DEMOLITION SCOPE OF WORK.
6.PATCH ALL WALLS, FLOORS AND CEILING TO BE FLUSH AND SMOOTH
WITH EXISTING ADJACENT CONDITION.
7.PATCH AND LEVEL FOUNDATION SLAB AFTER DEMO FOR NEW WORK.
8.CLEAN AND PREP ALL AREA FOR NEW FINISH.
9.WHENEVER UNEXPECTED STRUCTURAL ELEMENTS, SUCH AS
BEARING WALLS, ARE DISCOVERED, CONTACT STRUCTURAL
ENGINEER FOR OBSERVATION AND FURTHER INSTRUCTION.
10.WHENEVER HAZARDOUS MATERIALS ARE DISCOVERED, STOP WORK
IN THE PROXIMITY. COORDINATE W/ OWNER'S HAZARDOUS MATERIAL
ABATEMENT CONTRACTOR FOR LEGAL REMOVAL AND DISPOSAL.
11.FOR ASBESTOS ABATEMENT:
CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS,
PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND
TRANSPORTATION OF ASBESTOS MATERIALS) AND EQUIPMENT
WHICH IS SPECIFIED, SHOWN OR REASONABLY IMPLIED FOR
ASBESTOS ABATEMENT ACTIVITIES AS REQUIRED BY ALL APPLICABLE
FEDERAL, STATE AND LOCAL ENFORCEMENT AGENCIES.
12.FOR LEAD-BASED PAINT / WASTE ABATEMENT:
CONTRACTOR SHALL FURNISH ALL LABOR, SERVICES, MATERIALS,
PERMITS, INSURANCE (SPECIFICALLY COVERING THE HANDLING AND
TRANSPORTATION OF LEAD-BASED PAINT AND LEAD-BASED PAINT
WASTE MATERIALS) AND EQUIPMENT WHICH IS SPECIFIED, SHOWN
OR REASONABLY IMPLIED FOR LEAD ABATEMENT ACTIVITIES AS
REQUIRED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL
ENFORCEMENT AGENCIES.
13.REVIEW PROPOSED UNIT PLANS FOR CONTEXT & DESIGN INTENT.
DEMO PLAN GENERAL NOTES
EXISTING WALL / ELEMENT TO REMAIN
EXISTING WALL / ELEMENT TO BE
DEMOLISHED. REFER TO PPSD FLOOR
PLANS FOR CONTEXT & DESIGN INTENT.
DEMO SYMBOL LEGEND
EXISTING WALL / ELEMENT TO REMAIN
EXISTING WALL / ELEMENT TO BE
DEMOLISHED. REFER TO PPSD FLOOR
PLANS FOR CONTEXT & DESIGN INTENT.
DEMO SYMBOL LEGEND
1
PPSD UNIT PLANS,
DEMO UNIT PLANS &
INTERIOR ELEVATIONS
- UNITS 9 & 10
A603
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
2n
d
P
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a
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C
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c
k
S
u
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i
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a
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No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
09/13/2024 2ND PLAN CHECK SUBMITTAL
82
9
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A
9
2
7
0
1
Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
GA
R
F
I
E
L
D
R
E
S
T
O
R
A
T
I
O
N
/
R
E
M
O
D
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L
Address:
Ren.11/30/25
A
No. C37490
A
A FOILOFC
R
INTA
S
ET
TC
A RCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
A
SN
VVS Estates, LLC
1
Vanita Soni PuriAttn:
SCALE:11/4"=1'-0"DEMOLITION UNIT PLAN - UNIT 9SCALE:41/4"=1'-0"DEMOLITION UNIT PLAN - UNIT 10
SCALE:31/4"=1'-0"INTERIOR ELEVATIONS - UNIT 9SCALE:61/4"=1'-0"INTERIOR ELEVATIONS - UNIT 10
SCALE:21/4"=1'-0"PROPOSED UNIT PLAN - UNIT 9SCALE:51/4"=1'-0"PROPOSED UNIT PLAN - UNIT 10
3
-
A
B
C
D
INTERIOR
ELEVATIONS
6
-
A
B
C
D
INTERIOR
ELEVATIONS
1.REFER TO SPECIFICATIONS FOR ALL APPLIANCES. VERIFY ALL
REQUIRED CLEARANCES AND INSTALLATION REQUIREMENTS
PRIOR TO FABRICATION OF CASEWORK.
INTERIOR ELEVATION NOTES
1.REFER TO SPECIFICATIONS FOR ALL APPLIANCES. VERIFY ALL
REQUIRED CLEARANCES AND INSTALLATION REQUIREMENTS
PRIOR TO FABRICATION OF CASEWORK.
INTERIOR ELEVATION NOTES
HOLD- 829 N
Garfield St1/15/2025
LIVING / DINING
KITCHEN
BEDROOM 2
BEDROOM 1
BATH
HALL
EL
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P
A
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CLO.
CLO.
R.
D
D
OS
D
MR
3
3
D3
D3
S
C
S
S
LIVING
KITCHEN
DINING
BEDROOM BATH
CLO.
R.
OS
D
MR
D
D3
D3
S
S
C
LIVING / DINING
KITCHEN
BEDROOM 2
BEDROOM 1 BATH
PDR.
HALL
EL
E
C
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A
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CLO.
CLO.
P.
R.
D
D
OS
D
MR
OS
3
3
D3
D3
S
C
S
S
LIVING
KITCHEN
DINING
BEDROOMBATH
CLO.
R.
OS
D
MR
D
D3
D3
S
S
C
LIVING / DINING /
KITCHEN
BEDROOM
BATH
LAU.
CLO.
R.
D
MR
OS
D
D3
D3
SS
C
S
D
MR
OS
D
D3
D3
S
C
LIVING
KITCHEN
DINING
BATH
BEDROOM 1 BEDROOM 2
CLO.
CLO.
R.
D
D
MR
3
3
S S
S
C
S
C
OS
D
D3
D3
D3
LIVING
KITCHEN
DINING
BEDROOM
BATH
HALL
CLO.
ELEC.PANEL
R.
D
MR
OS
D
D3 D3
D3 D3
S S
C
UTILITY SYMBOL LEGEND
UTILITY GENERAL NOTES
3
D
D3
OS
SWITCH
3-WAY SWITCH
DIMMER SWITCH
DIMMER 3-WAY SWITCH
OCCUPANT SENSOR SWITCH, MANUAL ON
DIMMER OCCUPANT SENSOR SWITCH, MANUAL ONOS
D
CEILING MOUNTED LIGHT
MR CEILING MOUNTED LIGHT, MOISTURE RESISTANT
WALL MOUNTED LIGHT, EXTERIOR,
WALL MOUNTED LIGHT
PHOTO CONTROLLED & MOTION SENSOREDP/M
RESTROOM EXHAUST FAN
1.MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS ARE SHOWN
FOR REFERENCE ONLY.
2.REFER TO MECHANICAL DWGS. FOR MECHANICAL INFORMATION.
3.REFER TO ELECTRICAL DWGS. FOR ELECTRICAL INFORMATION.
4.REFER TO PLUMBING DWGS. FOR PLUMBING INFORMATION.
CATEGORY 5 WIRE W/ RG-6 COAXIAL CABLE
S
C SMOKE / CARBON MONOXIDE COMBINATION ALARM
ELECTRICAL SERVICE SUBPANEL.
SMOKE ALARMS
KITCHEN HOOD EXHAUST FAN
1.REFER TO SHEET A900 FOR FIRE-RES. RATED CEILING ASSEMBLIES.
2.REFER TO SHEET A901 FOR FIRE-RES. RATED CONTINUITY DETAILS.
3.REFER TO SHEET A902 FOR TYPICAL FIRE-RES. RATED DETAILS.
4.REFER TO SHEET A903 FOR FIRE-RES. RATED PENETRATION
DETAILS.
5.THE FLOOR / CEILING ASSEMBLIES ABOVE THE 1ST FLOOR UNITS
AND THE ROOF / CEILING ASSEMBLIES ABOVE THE 2ND FLOOR
UNITS SHALL BE IMPROVED TO 1-HR OF FIRE-RESISTANCE PER THE
FLOOR / CEILING AND ROOF / CEILING ASSEMBLIES REFERENCED
ON SHEET A400 AND DETAILED ON SHEET A900.
6.BUILT-IN FIXTURES EXCEEDING 16 SQ. IN. IN AREA SHALL BE
FIRE-RES. RATED.
FIRE-RESISTANCE NOTES
EXIT SIGN (CEBC 313.8) - CEILING MOUNTED MIN.
7'-0" AFF; ILLUMINATED; 1-SIDED DIRECTIONAL
ARROW WHERE REQ.
EXIT
MECHANICAL HEATING / COOLING
UTILITY KEYNOTES
DESCRIPTION
U1
EXISTING / PROPOSED EXTERIOR WALL SCONCE LIGHT FIXTURES.
.
(A) ORIGINAL FIXTURES AT UNITS 4, 6, 7, 8 & 9 TO REMAIN.
(B) ALTERED FIXTURE AT UNIT 3 TO BE REMOVED / REPLACED W/
ORIGINAL FIXTURE REMOVED FROM UNIT 10.
(C) MISSING FIXTURES AT UNITS 1, 2, 5 & 10 TO BE REPLACED W/
DESIGNERS FOUNTAIN 2370-AM-ORB SEDONA OUTDOOR WALL
LATERN SCONCE W/ OIL RUBBED BRONZE / AMBER GLASS SHADE.
HEIGHT: 10-3/4"
1
3
PROPOSED UNIT RCPs
(FOR REFERENCE
ONLY)
A610
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
4t
h
P
l
a
n
C
h
e
c
k
S
u
b
m
i
t
t
a
l
No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
09/13/2024 2ND PLAN CHECK SUBMITTAL
11/07/2024 3RD PLAN CHECK SUBMITTAL
12/18/2024 4TH PLAN CHECK SUBMITTAL
82
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A
N
A
,
C
A
9
2
7
0
1
Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
GA
R
F
I
E
L
D
R
E
S
T
O
R
A
T
I
O
N
/
R
E
M
O
D
E
L
Address:
Ren.11/30/25
A
No. C37490
A
A FOILOFC
R
INTA
S
ET
TC
A RCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
A
SN
VVS Estates, LLC
1
Vanita Soni PuriAttn:
2
3
SCALE:41/4"=1'-0"PROPOSED UNIT RCP - UNIT 4 & 8 SCALE:31/4"=1'-0"PROPOSED UNIT RCP - UNIT 3 & 7
SCALE:21/4"=1'-0"PROPOSED UNIT RCP - UNIT 2
SCALE:51/4"=1'-0"PROPOSED UNIT RCP - UNIT 5 SCALE:11/4"=1'-0"PROPOSED UNIT RCP - UNIT 1
SCALE:61/4"=1'-0"PROPOSED UNIT RCP - UNIT 6
SCALE:91/4"=1'-0"PROPOSED UNIT RCP - UNIT 9SCALE:101/4"=1'-0"PROPOSED UNIT RCP - UNIT 10
HOLD- 829 N
Garfield St1/15/2025
PE
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D
U
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B
PER SCHED.
42
"
PER SCHEDULE
PE
R
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C
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D
U
L
E
E
PE
R
S
C
H
E
D
U
L
E
D
PER SCHED.
42
"
6'
-
8
"
A
3'-0"
42
"
PE
R
S
C
H
E
D
U
L
E
C
PER SCHED.
42
"
#
5'
-
2
"
UN
I
T
N
U
M
B
E
R
E
4'
-
0
"
6'-0"
6'
-
8
"
H
D
R
.
2'-0"
T.O.SHTG.
2'
-
8
"
F
2'-0" 2'-0"
F
3'
-
0
"
6'-0"
6'
-
8
"
H
D
R
.
2'-0"
3'
-
8
"
F
2'-0" 2'-0"
G
4'
-
0
"
4'-0"
6'
-
8
"
H
D
R
.
2'
-
8
"
2'-0"2'-0"
A
5'
-
0
"
8'-0"
6'
-
8
"
H
D
R
.
2'-0"
T.O.SHTG.1'
-
8
"
F
T T T
4'-0" 2'-0"
B
4'
-
0
"
8'-0"
6'
-
8
"
H
D
R
.
2'-0"
2'
-
8
"
F
T T T
4'-0" 2'-0"
C
3'
-
0
"
8'-0"
6'
-
8
"
H
D
R
.
2'-0"
3'
-
8
"
F
4'-0" 2'-0"
D
2'
-
0
"
8'-0"
6'
-
8
"
H
D
R
.
2'-0"
4'
-
8
"
F
4'-0" 2'-0"
H
3'
-
0
"
4'-0"
6'
-
8
"
H
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3'
-
8
"
2'-0"2'-0"
J
3'
-
0
"
3'-2"
6'
-
8
"
H
D
R
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F
3'
-
8
"
SL
1'-7"1'-7"
T.O.SHTG.
K
3'
-
0
"
2'-0"
6'
-
8
"
H
D
R
.
3'
-
8
"
EQ.EQ.
L
2'
-
0
"
4'-0"
6'
-
8
"
H
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4'
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8
"
EQ.EQ.
1'
-
0
"
3'-0"
6'
-
8
"
H
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5'
-
8
"
EQ. EQ.
M
SL
SL
SL
F
F
F
SL
F
F
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
T TT
T T
T T
T T
DOOR & WINDOW
SCHEDULES
A800
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
No. Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
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1
Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No: 2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.: 949.922.7075
Email: vanitapuri@gmail.com
Owner
GA
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Address:
Ren.11/30/25
A
No. C37490
A
A FOILOFC
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INTA
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ET
TC
ARCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRAB
I
A
SN
VVS Estates, LLC
Vanita Soni PuriAttn:
WINDOW FRAME
REMARKS
WIDTH HEIGHT THK MATERIAL GLAZING COLORWI
N
D
O
W
#
ALUMINUM DUAL ALUMINUM 8'-0"5'-0"SEE PLAN
WINDOW SCHEDULE
A
DOOR
DESCRIPTION TYPE FIRE
RATING WIDTH HEIGHT THK MATERIAL FINISH
ENTRY DOOR
-PAINT
WOODA20 MIN.
1 3/8"
PAINT
BEDROOM
T = TEMPERED GLASS
F = FIXED
SL = SLIDER
1. SAFETY GLAZING (TEMPERED) SHALL BE PROVIDED IN HAZARDOUS LOCATIONS AS SPECIFIED IN 2022 CBC SEC. 2406. EACH PANE OF SAFETY GLAZING
INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE
MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD.
2. EXTERIOR GLASS SHALL BE CLEAR DUAL PLANE LOW-E WITH U-VALUES & SHGC VALUES AS REQUIRED BY THE ENERGY CALCULATIONS ON SHEETS TM00 -
TM01 OF THE MECHANICAL DWGS.
3. INTERIOR GLASS SHALL BE SINGLE PANE, CLEAR.
4. NON-REFLECTIVE TINTED GLASS (NO MIRROR-LIKE TINTS OR FILMS).
5. ALL WINDOW AND DOOR ASSEMBLIES SHALL BE WELL FITTED AND WELL WEATHERSTRIPPED.
6. LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E1300.
101
102
104
FRAME
MATERIAL FINISH
PAINT
WOOD PAINT3'-0"1 3/4"
WOOD WOOD
REMARKS
HDWR
1. ALL EXTERIOR DOORS AND JOINTS IN THE EXTERIOR WALLS SHALL BE FULLY INSULATED.
2. BACKPRIME 'METAL' THRESHOLDS WITH ASPHALT BITUMEN, OR EQUAL, AT THRESHOLDS IN CONTACT WITH CONCRETE.
3. SLIDING CLOSET DOORS TO BE PROVIDED WITH TRACKS, GUIDES, PULLS AND ALL OTHER NECESSARY HARDWARE.
4. HINGED CLOSET DOORS ARE TO BE PROVIDED WITH HINGES, BALL LATCHES, DUMMY KNOBS, AND ALIGNMENT CLIPS.
5. PROVIDE HINGES SUITABLE FOR EACH APPLICATION AND AS APPROPRIATE FOR EACH DOOR SIZE AND WEIGHT.
6. KEYED LOCKSETS SHALL BE MANUALLY OPERATED FROM THE INTERIOR SIDE.
7. DOOR HARDWARE BIDDERS SHALL INCLUDE ADEQUATE QUANTITIES OF WALL AND FLOOR STOPS FOR ALL DOORS AS IMPLIED BY THE FLOOR PLANS.
B
-
-
-PAINT1 3/8"CLOSET PAINTWOODWOOD6'-8"B -
OPERABLE SLIDER. TEMPERED GLAZING REQUIRED ADJACENT TO ENTRY DOOR.
B
C
WINDOW TYPES
DO
O
R
#
DOOR SCHEDULE
DOOR TYPES
WINDOW NOTES WINDOW LEGEND DOOR NOTES DOOR LEGEND
KEYED ENTRY LOCKSET ( KNOB & DEADBOLT ).
REFER TO KEYNOTE 3 ON SHEETS A201 & A202.
-2'-6"PAINT1 3/8"BATHROOM
103
PAINT WOOD WOOD6'-8"D -
CALIFORNIA ENERGY CODE
FENESTRATION VALUES:
'U' FACTOR (MAX): 0.34*
'SHGC' FACTOR (MAX): N/A*
'VT' FACTOR (MIN): N/A*
*REFER TO SHEET TM00 - TM01
OF THE MECH'L DWGS.
CEnC REQS.
PRIVACY LOCK.6'-8"
6'-8"
UNIT PLANS 1 & 2
2'-6"
3'-0"
POCKET DOOR. PRIVACY LOCK.
ENTRY DOOR
-PAINT
WOODA
1 3/8"
PAINT
BEDROOM
301
302
304
PAINT
WOOD PAINT3'-0"1 3/4"
WOOD WOODB
-
-
-PAINT1 3/8"CLOSET PAINT WOOD WOOD6'-8"E -
-2'-0"PAINT1 3/8"BATHROOM
303
PAINT WOOD WOOD6'-8"B -
PRIVACY LOCK.6'-8"
6'-8"
UNIT PLAN 3, 4, 7 & 8
7'-0"
2'-6"
PRIVACY LOCK.
BYPASS.
ENTRY DOOR
-PAINT
WOODA
1 3/8"
PAINT
BEDROOM
501
502
504
PAINT
WOOD PAINT3'-0"1 3/4"
WOOD WOODB
-
-
-PAINT1 3/8"CLOSET PAINT WOOD WOOD6'-8"E -
-2'-8"PAINT1 3/8"BATHROOM
503
PAINT WOOD WOOD6'-8"B -
PRIVACY LOCK.6'-8"
6'-8"
UNIT PLAN 5
4'-0"
2'-8"
PRIVACY LOCK.
BYPASS.
-2'-2"PAINT1 3/8"LAUNDRY CLOSET505 PAINT WOOD WOOD6'-8"B -LOUVERED.
ENTRY DOOR
-PAINT
WOODA
1 3/8"
PAINT
BEDROOM 1
601
602
604
PAINT
WOOD PAINT3'-0"1 3/4"
WOOD WOODB
-
-
-PAINT1 3/8"BEDROOM 1 CLOSET PAINT WOOD WOOD6'-8"E -
-2'-0"PAINT1 3/8"BATHROOM
603
PAINT WOOD WOOD6'-8"B -
PRIVACY LOCK.6'-8"
6'-8"
UNIT PLAN 6
7'-0"
2'-6"
PRIVACY LOCK.
BYPASS.
605
606
-PAINT1 3/8"BEDROOM 2 PAINT WOOD WOODB-
-PAINT1 3/8"BEDROOM 2 CLOSET PAINT WOOD WOOD6'-8"E -
PRIVACY LOCK.6'-8"
4'-0"
2'-6"
BYPASS.
ENTRY DOOR
-PAINT
WOODA
1 3/8"
PAINT
BEDROOM 1
901
902
904 PAINT
WOOD PAINT3'-0"1 3/4"
WOOD WOODB
-
-
-PAINT1 3/8"BEDROOM 1 CLOSET PAINT WOOD WOOD6'-8"E -
-2'-0"PAINT1 3/8"BATHROOM
903
PAINT WOOD WOOD6'-8"B -
PRIVACY LOCK.6'-8"
6'-8"
UNIT PLAN 9
7'-0"
2'-6"
PRIVACY LOCK.
BYPASS.905
906 -PAINT1 3/8"BEDROOM 2 PAINT WOOD WOODB-
-PAINT1 3/8"BEDROOM 2 CLOSET PAINT WOOD WOOD6'-8"E -
PRIVACY LOCK.6'-8"
6'-0"
2'-6"
BYPASS.907
-2'-0"PAINT1 3/8"POWDER PAINT WOOD WOOD6'-8"D -POCKET DOOR. PRIVACY LOCK.
ENTRY DOOR
-PAINT
WOODA
1 3/8"
PAINT
BEDROOM 1
001
002
004
PAINT
WOOD PAINT3'-0"1 3/4"
WOOD WOODB
-
-
-PAINT1 3/8"BEDROOM 1 CLOSET PAINT WOOD WOOD6'-8"E -
-2'-0"PAINT1 3/8"BATHROOM
003
PAINT WOOD WOOD6'-8"B -
PRIVACY LOCK.6'-8"
6'-8"
UNIT PLAN 10
7'-0"
2'-6"
PRIVACY LOCK.
BYPASS.
005
006
-PAINT1 3/8"BEDROOM 2 PAINT WOOD WOODB-
-PAINT1 3/8"BEDROOM 2 CLOSET PAINT WOOD WOOD6'-8"E -
PRIVACY LOCK.6'-8"
6'-0"
2'-6"
BYPASS.
UTILITY ENTRY DOOR WOOD A PAINT U1 WOOD PAINT3'-0" 1 3/4" - 6'-8"
COMMON DOORS
DUAL8'-0"4'-0"SEE PLAN OPERABLE SLIDER. TEMPERED GLAZING REQUIRED ADJACENT TO ENTRY DOOR.
DUAL8'-0"3'-0"SEE PLAN OPERABLE SLIDER.
D DUAL8'-0"2'-0"SEE PLAN OPERABLE SLIDER.
DUAL6'-0"4'-0"SEE PLANE OPERABLE SLIDER. TEMPERED GLAZING REQUIRED ADJACENT TO ENTRY DOOR.
F
G
DUAL6'-0"3'-0"SEE PLAN
DUAL4'-0"4'-0"SEE PLAN
H DUAL4'-0"3'-0"SEE PLAN
J DUAL3'-2"3'-0"SEE PLAN
OPERABLE SLIDER.
OPERABLE SLIDER.
OPERABLE SLIDER.
OPERABLE SLIDER. TEMPERED GLAZING REQUIRED ADJACENT TO EXTERIOR DOOR.
DUAL2'-0"3'-0"SEE PLANK OPERABLE SLIDER. FROSTED GLAZING FOR BATHROOM PRIVACY. TEMPERED GLAZING REQUIRED ADJACENT TO SHOWER.
L
M
DUAL4'-0"2'-0"SEE PLAN
DUAL3'-0"1'-0"SEE PLAN OPERABLE SLIDER.
OPERABLE SLIDER. FROSTED GLAZING FOR BATHROOM PRIVACY. TEMPERED GLAZING REQUIRED ADJACENT TO ENTRY DOOR / SHOWER.
ALUMINUM ALUMINUM
ALUMINUM ALUMINUM
ALUMINUM ALUMINUM
ALUMINUM ALUMINUM
ALUMINUM ALUMINUM
ALUMINUM ALUMINUM
ALUMINUM ALUMINUM
ALUMINUM ALUMINUM
ALUMINUM ALUMINUM
ALUMINUM ALUMINUM
ALUMINUM ALUMINUM
404 -PAINT1 3/8"CLOSET PAINT WOOD WOOD6'-8"E -8'-0"BYPASS.
607 -PAINT1 3/8"HALLWAY PAINTWOODWOODB-6'-8"2'-6"
SCALE: 11/4"=1'-0" DOOR SCHEDULE SCALE: 2 1/4"=1'-0" WINDOW SCHEDULE
KEYED ENTRY LOCKSET ( KNOB & DEADBOLT ). SELF-CLOSING HARDWARE.
REFER TO KEYNOTE 3 ON SHEETS A201 & A202.
KEYED ENTRY LOCKSET ( KNOB & DEADBOLT ). SELF-CLOSING HARDWARE.
REFER TO KEYNOTE 3 ON SHEETS A201 & A202.
KEYED ENTRY LOCKSET ( KNOB & DEADBOLT ). SELF-CLOSING HARDWARE.
REFER TO KEYNOTE 3 ON SHEETS A201 & A202.
KEYED ENTRY LOCKSET ( KNOB & DEADBOLT ). SELF-CLOSING HARDWARE.
REFER TO KEYNOTE 3 ON SHEETS A201 & A202.
KEYED ENTRY LOCKSET ( KNOB & DEADBOLT ). SELF-CLOSING HARDWARE.
REFER TO KEYNOTE 3 ON SHEETS A201 & A202.
KEYED ENTRY LOCKSET ( KNOB & DEADBOLT ). SELF-CLOSING HARDWARE.
REFER TO KEYNOTE 3 ON SHEETS A201 & A202.
20 MIN.
20 MIN.
20 MIN.
20 MIN.
20 MIN.
20 MIN.
HOLD- 829 N
Garfield St1/15/2025
(EXTG) 50-MIN. SAWN WOOD FLR./CLG.
SCALE: 1 1/2" = 1'-0"
16" O.C. MAX
(E) TONGUE & GROOVE 3/4" x 5.5"
STRUCT'L DIAPHRAGM
(E) 2x12 WOOD JOISTS AT 16" O.C.
(E) 5/8" GYPSUM PLASTER
(E) 3/8" GYPSUM LATH
LOAD-BEARING
CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND
AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION.
STC RATING:
-
STC TEST NUMBER:
-
FIRE RATING:
50 MIN.
EXISTING ASSEMBLY AS OBSERVED:
FLOOR: WOOD FINISH FLOORING O/ 3/4" THICK T&G FLOOR DIAPHRAGM O/ 2" X 10"
WOOD JOISTS; 16" O.C.
CEILING: 5/8" GYPSUM PLASTER O/ 3/8" GYPSUM LATH.
EXISTING CBC TIME ASSIGNMENT FROM INTERIOR SIDE:
WOOD FLOOR; 16 INCHES O.C.10 MINUTES
5/8" GYP. PLASTER O/ 3/8" GYP. LATH [CBC TABLE 722.2.1.4(2)]40 MINUTES
TOTAL 50 MINUTES
FIRE TEST NUMBER:
C.B.C. TABLE 722.2.1.4(2)
C.B.C. TABLE 722.6.2(2)
(PPSD) 1-HR SAWN WOOD FLR./CLG.
SCALE: 1 1/2" = 1'-0"
OPTIONAL VARIATIONS AS FOLLOWS:
CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND
AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION.
STC / IIC RATING:
-
STC / IIC TEST NUMBER:
.
.
FIRE RATING:
1HR
FIRE TEST NUMBER:
CBC TABLE 721.1 (3):
ITEM NUMBER: 13-1.2
16" O.C. MAX
CBC 721.1(3) ITEM 13-1.2:
DOUBLE WOOD STRUCTURAL PANELS: MINIMUM OF 15/32" WOOD STRUCTURAL PANELS
WITH EXTERIOR GLUE AND A MINIMUM OF 19/32" WOOD STRUCTURAL PANEL OR A
LAYER OF TYPE I GRADE M-1 PARTICLE BOARD NOT LESS THAN 5/8" THICK. WOOD
JOISTS SPACED AT A MAXIMUM OF 16" O.C.
(E) T&G STRUCT'L DIAPHRAGM IN LIEU OF 19/32" WOOD STRUCTURAL PANEL.
GYPSUM PLASTER:
CEMENT OR GYPSUM PLASTER ON METAL LATH. LATH FASTENED WITH 1-1/2" BY NO.11
GAGE BY 7/16" HEAD BARBED SHANK ROOFING NAILS SPACED AT 5" O.C. PLASTER
MIXED 1:2 FOR SCRATCH AND 1:3 FOR BROWN COAT, BY WEIGHT, CEMENT TO SAND
AGGREGATE. MINIMUM OVERALL THICKNESS OF 5/8".
ADDED TO ASSEMBLY:
ABOVE: FINISH FLOORING
(2) LAYERS OF PLYWOOD SHEATHING
REFER TO STRUCTURAL
FINISH FLOORING
2x WOOD JOISTS AT 16" O.C.
REFER TO STRUCTURAL
MIN. 5/8" GYPSUM PLASTER
ASSEMBLY OVER METAL LATH
1
H
O
U
R
A
S
S
E
M
B
L
Y
W2e(EXTG) 1-HR INTERIOR WOOD STUD
SCALE: 1 1/2" = 1'-0"
LOAD-BEARING
OPTIONAL VARIATIONS AS FOLLOWS:
CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND
AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION.
FIRE RATING:
1HR
PLYWOOD SHEATHING WHERE OCCURS
REFER TO STRUCTURAL DRAWINGS
5/8" TYPE X GYPSUM BOARD
16" O.C. MAX
WHERE EXISTING WALLS ARE REPLACED WITH NEW WALLS,
RESILIENT CHANNELS SHALL BE ADDED TO THIS ASSEMBLY
PER GA FILE NO. WP 3243 TO ACHIEVE A MIN. STC RTG. OF 50.
W2A
(PPSD) 1-HR INTERIOR WOOD STUD
SCALE: 1 1/2" = 1'-0"
STC RATING - NOT REQUIRED:
CBC TABLE 721.1(2) - 14-1.3:
EACH INTERIOR SIDE: ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED
VERTICALLY OR HORIZONTALLY NAILED WITH 6d COOLER OR WALLBOARD NAILS
AT 7" O.C. WITH END JOINTS ON NAILING MEMBERS. STAGGER JOINTS EACH SIDE.
CBC TABLE 722.6.2(5):
GLASS FIBER MINERAL WOOL BATT INSULATION ADDED TO ASSEMBLY. SPACES
BETWEEN THE STUDS SHALL BE COMPLETELY FILLED WITH GLASS FIBER MINERAL
WOOL BATT INSULATION WEIGHING NOT LESS THAN 2 POUNDS PER CUBIC FOOT.
FIRE-RESISTANCE RATING OF 15 MINUTES TIME ASSIGNED FOR ADDITIONAL
PROTECTION, PER TABLE 722.6.2(5).
(PPSD) CBC TIME ASSIGNMENT FROM INTERIOR SIDE:
WOOD STUDS 16 INCHES O.C.20 MINUTES
STUD CAVITIES COMPLETELY FILLED W/ GLASS 15 MINUTES
FIBER MINERAL WOOD BATT INSULATION
5/8" TYPE X GYPSUM BOARD 40 MINUTES
TOTAL (NOT MORE THAN 1-HR, PER CBC 722.6.1.1)60 MINUTES
WOOD STRUCTURAL PANELS SHALL BE PERMITTED TO BE INSTALLED BETWEEN THE
FIRE PROTECTION AND THE WOOD STUDS ON EITHER THE INTERIOR OR EXTERIOR SIDE
OF THE WOOD FRAME ASSEMBLIES IN CBC TABLE 721.1(2), PROVIDED THE LENGTH OF
THE FASTENERS USED TO ATTACH THE FIRE PROTECTION IS INCREASED BY AN
AMOUNT AT LEAST EQUAL TO THE THICKNESS OF THE WOOD STRUCTURAL PANEL.
FIRE TEST NUMBER:
C.B.C. TABLE 721.1(2) - ITEM: 14-1.3
C.B.C. TABLE 722.6.2(5)
LOAD-BEARING
CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND
AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION.
STC RATING:
-
STC TEST NUMBER:
-
FIRE RATING:
1HR
EXISTING ASSEMBLY: AS OBSERVED AT 829 N. GARFIELD ST, SANTA ANA, CA 92701:
2" X 4" STUD WALL; 16" O.C.; 5/8" GYPSUM PLASTER O/ 3/8" GYPSUM LATH ON BOTH
SIDES OF WALL. EXISTING CONDITION AT LOCATIONS OBSERVED INCLUDES 1/8" OF
GYPSUM PLASTER ON BOTH SIDES OF WALL IN ADDITION TO SIMILAR TESTED
ASSEMBLIES BELOW.
SIMILAR ASSEMBLY 1: CEBC RESOURCE A TABLE 1.3.2 ITEM CODES W-5-W-89:
2" X 4" STUD WALL; 16" O.C.; 1/2" OF 1:2; 1:2 GYPSUM PLASTER O/ 3/8" GYPSUM LATH ON
BOTH SIDES OF WALL. RATED FOR 1-HR FIRE-RESISTANCE.
SIMILAR ASSEMBLY 2: CBC TABLE 721.1(2) - 12-1.3:
2" X 4" STUD WALL; 16" O.C.; 3/8" PERFORATED OR PLAIN GYPSUM LATH AND 1/2"
GYPSUM PLASTER EACH SIDE. LATH NAILED WITH 1-1/8" BY NO. 13 GAGE BY 19/64" HEAD
PLASTERBOARD BLUE NAILS, 4" ON CENTER. PLASTER MIXED 1:2 BY WEIGHT, GYPSUM
TO SAND AGGREGATE.
FIRE TEST NUMBER:
C.E.B.C. RES.A TABLE 1.3.2 ITEM W-5-W-89
C.B.C. TABLE 721.1(2) ITEM 12-1.3
(E) STRUCT'L CROSS BRACING,
WHERE OCCURS
(E) 5/8" GYPSUM PLASTER
(E) 5/8" GYPSUM PLASTER
(E) 2x4 WOOD STUDS
AT 16" O.C.
(E) 3/8" GYPSUM LATH
16" O.C.
(E) 3/8" GYPSUM LATH
STC RATING - REQUIRED:
GA FILE NO. WP 3243:
RESILIENT CHANNELS 24" O.C. ATTACHED AT RIGHT ANGLES TO ONE SIDE OF 2x4 WOOD
STUDS 24" O.C. WITH 1-1/4" TYPE S DRYWALL SCREWS. ONE LAYER 5/8" TYPE X GYPSUM
WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO CHANNELS
WITH 1" TYPE S DRYWALL SCREWS 8" O.C. WITH VERTICAL JOINTS LOCATED MIDWAY
BETWEEN STUDS. 3" MINERAL OR GLASS FIBER INSULATION IN STUD SPACE.
(GREATER STUD SIZES (DEPTH) SHALL BE PERMITTED).
OPPOSITE SIDE: ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER
BASE APPLIED AT PARALLEL OR RIGHT ANGLES TO STUDS WITH 6d CEMENT COATED
NAILS, 1-7/8" LONG, 0.0915" SHANK, 15/64" HEADS, 7" O.C.
VERTICAL JOINTS STAGGERED 24" O.C. ON OPPOSITE SIDES. (LOAD BEARING)
DO NOT INSTALL R.C. OVER PLYWOOD SHEATHING.
STC RATING:
50 - 54
STC TEST NUMBER:
GA FILE NO.:
WP 3243
FILL STUD CAVITY DEPTH WITH
GLASS FIBER INSULATION
5/8" TYPE X GYPSUM BOARD
2x4 WOOD STUDS AT 16" O.C. MAX
RESILIENT CHANNELS AT 24" O.C.
WHERE REQ. SEE VARIATION 'W2A' BELOW.
W2
5/8" TYPE X GYPSUM BOARD
2x4 WOOD STUDS AT 16" O.C.
(EXTG) 1-HR EXTERIOR WOOD STUD
SCALE: 1 1/2" = 1'-0"
LOAD-BEARING
OPTIONAL VARIATIONS AS FOLLOWS:
CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND
AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION.
STC RATING:
-
STC TEST NUMBER:
-
FIRE RATING:
1HR
16" O.C. MAX
(PPSD) 1-HR EXTERIOR WOOD STUD
SCALE: 1 1/2" = 1'-0"
CBC TABLE 721.1(2) - 15-1.3:
EXTERIOR SIDE: 2x4 WOOD STUD WALL 16" O.C. WITH 7/8" CEMENT PLASTER
(MEASURED FROM THE FACE OF STUDS) ON THE EXTERIOR SURFACE. PLASTER MIX 1:4
FOR SCRATCH COAT AND 1:5 FOR BROWN COAT, BY VOLUME, CEMENT TO SAND.
(GREATER STUD SIZES (DEPTH) SHALL BE PERMITTED).
CBC TABLE 721.1(2) - 14-1.3:
INTERIOR SIDE: ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED VERTICALLY OR
HORIZONTALLY NAILED WITH 6d COOLER OR WALLBOARD NAILS AT 7" O.C. WITH END
JOINTS ON NAILING MEMBERS. STAGGER JOINTS EACH SIDE.
CBC TABLE 722.6.2(5):
GLASS FIBER MINERAL WOOL BATT INSULATION ADDED TO ASSEMBLY. SPACES
BETWEEN THE STUDS SHALL BE COMPLETELY FILLED WITH GLASS FIBER MINERAL
WOOL BATT INSULATION WEIGHING NOT LESS THAN 2 POUNDS PER CUBIC FOOT.
FIRE-RESISTANCE RATING OF 15 MINUTES TIME ASSIGNED FOR ADDITIONAL
PROTECTION, PER TABLE 722.6.2(5).
(PPSD) CBC TIME ASSIGNMENT FROM INTERIOR SIDE:
WOOD STUDS 16 INCHES O.C.20 MINUTES
STUD CAVITIES COMPLETELY FILLED W/ GLASS 15 MINUTES
FIBER MINERAL WOOD BATT INSULATION
5/8" TYPE X GYPSUM BOARD 40 MINUTES
TOTAL (NOT MORE THAN 1-HR, PER CBC 722.6.1.1)60 MINUTES
WOOD STRUCTURAL PANELS SHALL BE PERMITTED TO BE INSTALLED BETWEEN THE
FIRE PROTECTION AND THE WOOD STUDS ON EITHER THE INTERIOR OR EXTERIOR SIDE
OF THE WOOD FRAME ASSEMBLIES IN CBC TABLE 721.1(2), PROVIDED THE LENGTH OF
THE FASTENERS USED TO ATTACH THE FIRE PROTECTION IS INCREASED BY AN
AMOUNT AT LEAST EQUAL TO THE THICKNESS OF THE WOOD STRUCTURAL PANEL.
FIRE TEST NUMBER:
C.B.C. TABLE 721.1(2) - ITEMS: 14-1.3 & 15-1.3
C.B.C. TABLE 722.6.2(5)
FILL STUD CAVITY DEPTH WITH GLASS FIBER INSULATION.
REFER TO TM00 - TM01 OF MECH. DWGS.
LOAD-BEARING
CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND
AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION.
STC RATING:
-
STC TEST NUMBER:
-
FIRE RATING:
1HR
EXISTING ASSEMBLY: AS OBSERVED AT 829 N. GARFIELD ST, SANTA ANA, CA 92701:
STRUCTURE: 2" X 4" STUD WALL; 16" O.C.
INTERIOR SIDE: 5/8" GYPSUM PLASTER O/ 3/8" GYPSUM LATH. EXISTING CONDITION AT
LOCATIONS OBSERVED INCLUDES 1/8" OF GYPSUM PLASTER IN ADDITION TO SIMILAR
TESTED ASSEMBLIES IN DETAIL W2e / - .
EXTERIOR SIDE: EXTERIOR CEMENT PLASTER (STUCCO) FINISH, THICKNESS OF
ASSEMBLY UNKNOWN.
(E) CBC TIME ASSIGNMENT FROM INTERIOR SIDE:
WOOD STUDS 16 INCHES O.C.20 MINUTES
5/8" GYP. PLASTER O/ 3/8" GYP. LATH [CBC TABLE 722.2.1.4(2)]40 MINUTES
TOTAL 60 MINUTES
(E) STRUCT'L CROSS BRACING,
WHERE OCCURS
(E) 5/8" GYPSUM PLASTER
(E) 2x4 WOOD STUDS
AT 16" O.C.
(E) 3/8" GYPSUM LATH
16" O.C.
7/8" THICK 3 COAT EXTERIOR CEMENT PLASTER
ASSEMBLY OVER SELF-FURRING EXTERIOR METAL LATH
OVER WEATHER RESISTIVE BARRIER
PLYWOOD SHEATHING; WHERE OCCURS
REFER TO STRUCTURAL DRAWINGS
(E) EXTERIOR CEMENT PLASTER ASSEMBLY
OVER WEATHER RESISTIVE BARRIER
FIRE TEST NUMBER:
C.E.B.C. RES.A TABLE 1.3.2 ITEM W-5-W-89
C.B.C. TABLE 721.1(2) ITEM 12-1.3
W1e
W1
FCe
FC1
FC2(PPSD) 1-HR SAWN WOOD FLR./CLG.
SCALE: 1 1/2" = 1'-0"
OPTIONAL VARIATIONS AS FOLLOWS:
CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND
AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION.
STC / IIC RATING:
-
STC / IIC TEST NUMBER:
-
FIRE RATING:
1HR
FIRE TEST NUMBER:
CBC TABLE 722.6.2 (1, 2, 4 & 5)
.
CBC TABLE 722.6.2(4):
FLOOR: RESILIENT FLOORING O/ 1/2" PLYWOOD OR 3/4" THICK T&G SOFTWOOD
CBC TABLE 722.6.2(2):
WOOD FRAME: 2" X 12" WOOD JOISTS; 16" O.C.
CBC TABLE 722.6.2(1):
WALLBOARD MEMBRANE AT CEILING: 5/8" TYPE 'X' GYPSUM BOARD
CBC TABLE 722.6.2(5):
ADDITIONAL PROTECTION: GLASS FIBER MINERAL WOOL BATT INSULATION ADDED TO
ASSEMBLY. SPACES BETWEEN THE STUDS SHALL BE COMPLETELY FILLED WITH GLASS
FIBER MINERAL WOOL BATT INSULATION WEIGHING NOT LESS THAN 2 POUNDS PER
CUBIC FOOT. FIRE-RESISTANCE RATING OF 15 MINUTES TIME ASSIGNED FOR
ADDITIONAL PROTECTION, PER TABLE 722.6.2(5).
ADDED TO ASSEMBLY:
ABOVE: FINISH FLOORING
(PPSD) CBC TIME ASSIGNMENT FROM CEILING SIDE:
WOOD FLOOR; 16 INCHES O.C.10 MINUTES
STUD CAVITIES COMPLETELY FILLED W/ GLASS 15 MINUTES
FIBER MINERAL WOOD BATT INSULATION
5/8" TYPE X GYPSUM BOARD 40 MINUTES
TOTAL (NOT MORE THAN 1-HR, PER CBC 722.6.1.1)60 MINUTES
FINISH FLOORING
MIN. 1/2" PLYWOOD SHEATHING
REFER TO STRUCTURAL
2x WOOD JOISTS AT 16" O.C.
REFER TO STRUCTURAL
5/8" TYPE X GYPSUM BOARD
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STUD CAVITIES COMPLETELY FILLED W/
GLASS FIBER MINERAL WOOD BATT INSULATION
16" O.C. MAX
(PPSD) 1-HR SAWN WOOD FLR./CLG.
SCALE: 1 1/2" = 1'-0"
OPTIONAL VARIATIONS AS FOLLOWS:
CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND
AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION.
STC / IIC RATING:
-
STC / IIC TEST NUMBER:
.
.
FIRE RATING:
1HR
FIRE TEST NUMBER:
CBC TABLE 721.1 (3):
ITEM NUMBER: 21-1.1
24" O.C. MAX
CBC 721.1(3) ITEM 21-1.1:
WOOD JOISTS OR WOOD I-JOISTS OR FLOOR TRUSSES OR FLAT OR PITCHED ROOF
TRUSSES SPACED AT A MAXIMUM OF 24" O.C. WITH MIN. 1/2" WOOD STRUCTURAL
PANELS WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO TOP OF JOIST OR TOP
CHORD OF TRUSSES WITH 8d NAILS. THE WOOD STRUCTURAL PANEL THICKNESS
SHALL NOT BE LESS THAN NOMINAL 1/2" NOR LESS THAN REQUIRED BY CHAPTER 23.
GYPSUM BOARD:
BASE LAYER 5/8" TYPE X GYPSUM BOARD APPLIED AT RIGHT ANGLES TO JOISTS OR
TRUSSES 24" O.C. WITH 1-1/4" TYPE S OR TYPE W DRYWALL SCREWS 24" O.C. FACE
LAYER 5/8" TYPE X GYPSUM BOARD OR VENEER BASE APPLIED AT RIGHT ANGLES TO
JOISTS OR TRUSSES THROUGH BASE LAYER WITH 1-7/8" TYPE S OR TYPE W DRYWALL
SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOISTS OR TRUSS. FACE LAYER TYPE
G DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JOINTS 12"
O.C.
ADDED TO ASSEMBLY:
ABOVE: FINISH FLOORING
MIN. 1/2" PLYWOOD SHEATHING
REFER TO STRUCTURAL
FINISH FLOORING
2x WOOD JOISTS AT 24" O.C.
REFER TO STRUCTURAL
(2) LAYERS 5/8" TYPE X GYPSUM BOARD
1
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FC3
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
4t
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No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
09/13/2024 2ND PLAN CHECK SUBMITTAL
11/07/2024 3RD PLAN CHECK SUBMITTAL
12/18/2024 4TH PLAN CHECK SUBMITTAL
82
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1
Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
GA
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Address:
Ren.11/30/25
A
No. C37490
A
A FOILOFC
R
INTA
S
ET
TC
A RCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
A
SN
VVS Estates, LLC
1
Vanita Soni PuriAttn:
2
3
FIRE-RESISTANCE
RATED ASSEMBLY
DETAILS
A900
EXISTING FLOOR / CEILING ASSEMBLYPROPOSED FLOOR / CEILING ASSEMBLY
PROPOSED FLOOR / CEILING ASSEMBLY PROPOSED FLOOR / CEILING ASSEMBLY
EXISTING WALL ASSEMBLY
PROPOSED WALL ASSEMBLY
EXISTING WALL ASSEMBLY
PROPOSED
WALL
ASSEMBLY
PROPOSED WALL ASSEMBLYPROPOSED WALL ASSEMBLY
PROPOSED WALL ASSEMBLY
W3
W4W6
(2) LAYERS 5/8" TYPE X GYPSUM BOARD
2x4 WOOD STUDS AT 16" O.C.
2-HR INTERIOR WOOD STUD
SCALE: 1 1/2" = 1'-0"
LOAD-BEARING
OPTIONAL VARIATIONS AS FOLLOWS:
CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND
AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION.
STC RATING:
-
STC TEST NUMBER:
-
FIRE RATING:
2HR
FIRE TEST NUMBER:
GA FILE NO.:
WP 4135
PLYWOOD SHEATHING WHERE OCCURS
REFER TO STRUCTURAL DRAWINGS
(2) LAYERS 5/8" TYPE X GYPSUM BOARD
16" O.C.
(24" MAX)
GA FILE NO. WP 4135:
BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT
RIGHT ANGLES TO EACH SIDE OF 2x4 WOOD STUDS 24" O.C. WITH 6d COATED NAILS,
1-7/8" LONG, 0.085" SHANK, 1/4" HEADS, 24" O.C. FACE LAYER 5/8" TYPE X GYPSUM
WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE WITH
8d COATED NAILS, 2-3/8" LONG, 0.100" SHANK, 1/4" HEADS, 8" O.C. JOINTS STAGGERED
24" EACH SIDE. (GREATER STUD SIZES (DEPTH) SHALL BE PERMITTED).
WOOD STRUCTURAL PANELS SHALL BE PERMITTED TO BE INSTALLED BETWEEN THE
FIRE PROTECTION AND THE WOOD STUDS ON EITHER THE INTERIOR OR EXTERIOR SIDE
OF THE WOOD FRAME ASSEMBLIES, PROVIDED THE LENGTH OF THE FASTENERS USED
TO ATTACH THE FIRE PROTECTION IS INCREASED BY AN AMOUNT AT LEAST EQUAL TO
THE THICKNESS OF THE WOOD STRUCTURAL PANEL.
1" SHAFT LINER GYPSUM BOARD
2-1/2" STEEL "C-H", "C-T" OR "I" STUDS
AT 24" O.C.
(2) LAYERS 5/8" TYPE X GYPSUM BOARD
2-1/2" STEEL "E" STUDS AT END WALL
CONDITION
1-1/2" GLASS FIBER INSULATION
PROPRIETARY
GA FILE NO. WP 7060:
ONE LAYER 1" x 24" PROPRIETARY TYPE X GYPSUM PANELS INSERTED BETWEEN 2-1/2"
FLOOR AND CEILING J RUNNERS WITH TAB FLANGE SECTION OF 2-1/2" STEEL C-H, C-T,
OR I STUDS BETWEEN PANELS.
OPPOSITE SIDE: BASE LAYER 5/8" PROPRIETARY TYPE X GYPSUM WALLBOARD OR
GYPSUM VENEER BASE APPLIED PARALLEL TO STUDS WITH 1" TYPE S DRYWALL
SCREWS 24" O.C. FACE LAYER 5/8" PROPRIETARY TYPE X GYPSUM WALLBOARD OR
GYPSUM VENEER BASE APPLIED PARALLEL TO STUDS WITH 1-5/8" TYPE S DRYWALL
SCREWS 12" O.C. (GREATER STUD SIZES (DEPTH) AND HEAVIER GAGE SHALL BE
PERMITTED).
PROPRIETARY GYPSUM BOARD:
NATIONAL GYPSUM COMPANY
5/8" GOLD BOND BRAND FIRE-SHIELD GYPSUM WALLBOARD
1" GOLD BOND BRAND FIRE-SHIELD SHAFTLINER
HORIZONTAL SHAFT WALLS: ALLOWED PER P.E.I. REPORT AER-09038 WITH ADDED 5/8"
PROPRIETARY TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER AT OPPOSITE SIDE
OF 1" GYPSUM PANEL.
2-HR INTERIOR STEEL STUD SHAFT
SCALE: 1 1/2" = 1'-0"
NON-LOAD-BEARING
OPTIONAL VARIATIONS AS FOLLOWS:
CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND
AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION.
STC RATING:
-
STC TEST NUMBER:
-
FIRE RATING:
2HR
FIRE TEST NUMBER:
GA FILE NO.:
WP 7060
24" O.C. MAX
5/8" GYPSUM BOARD
2x4 WOOD STUDS AT 16" O.C.
OPTIONAL VARIATIONS AS FOLLOWS:
CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND
AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION.
STC RATING:
-
STC TEST NUMBER:
-
FIRE RATING:
0-HR
16" O.C. MAX
(PPSD) NON-RATED EXT. WOOD STUD
SCALE: 1 1/2" = 1'-0"
FIRE TEST NUMBER:
-
FILL STUD CAVITY DEPTH WITH GLASS FIBER INSULATION.
REFER TO TM00 - TM01 OF MECH. DWGS.
7/8" THICK 3 COAT EXTERIOR CEMENT PLASTER
ASSEMBLY OVER SELF-FURRING EXTERIOR METAL LATH
OVER WEATHER RESISTIVE BARRIER
PLYWOOD SHEATHING; WHERE OCCURS
REFER TO STRUCTURAL DRAWINGS
1 1
1
PROPOSED WALL ASSEMBLY
5/8" GYPSUM BOARD
2x4 WOOD STUDS AT 16" O.C.
OPTIONAL VARIATIONS AS FOLLOWS:
CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND
AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION.
STC RATING:
-
STC TEST NUMBER:
-
FIRE RATING:
0HR
PLYWOOD SHEATHING WHERE OCCURS
REFER TO STRUCTURAL DRAWINGS
5/8" GYPSUM BOARD
16" O.C. MAX
(PPSD) NON-RATED INT. WOOD STUD
SCALE: 1 1/2" = 1'-0"
FIRE TEST NUMBER:
-
FILL STUD CAVITY DEPTH WITH GLASS
FIBER INSULATION, WHERE OCCURS
W5
1 3
HOLD- 829 N
Garfield St1/15/2025
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
4t
h
P
l
a
n
C
h
e
c
k
S
u
b
m
i
t
t
a
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No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
09/13/2024 2ND PLAN CHECK SUBMITTAL
11/07/2024 3RD PLAN CHECK SUBMITTAL
12/18/2024 4TH PLAN CHECK SUBMITTAL
82
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2
7
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1
Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
GA
R
F
I
E
L
D
R
E
S
T
O
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A
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I
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N
/
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M
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Address:
Ren.11/30/25
A
No. C37490
A
A FOILOFC
R
INTA
S
ET
TC
A RCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
A
SN
VVS Estates, LLC
1
Vanita Soni PuriAttn:
2
3
FIRE-RESISTANCE
RATED CONTINUITY
DETAILS
A901
SE
E
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1-HR EXTERIOR STUCCO WALL AT DECK VERTICAL CONTINUITY
SCALE: 1 1/2" = 1'-0"
GYPSUM BOARD HELD UP MIN. 1/4" W/
FIRE RATED ACOUSTIC SEALANT
REFER TO WALL AND FLOOR ASSEMBLY DETAILS FOR TYPE AND NUMBER OF LAYERS OF GYPSUM BOARD. REFER TO STRUCTURAL DRAWINGS FOR LOCATION OF WOOD STRUCTURAL PANELS.
W1
A900
1-HR.
EXTERIOR WALL
FC1-3
A900
(E) SUBFLOOR
ASSEMBLY
1-HR FLOOR /
CEILING ASSEMBLY
UTILITY CHASE, WHERE OCCURS
UNIT
1-HR.
EXTERIOR WALL
1- HR RATED ROOF /
CEILING ASSEMBLY
(E) ASPHALT SHINGLE
ROOFING SYSTEM
FIRE BLOCK THROUGH ROOF ASSEMBLY
EXTERIOR
UNIT
FRAMING PERPENDICULAR
UTILITY CHASE, WHERE OCCURS
EXTERIOR
FIRE BLOCK THROUGH FLOOR ASSEMBLY
EXTEND GYPSUM BOARD TO UNDERSIDE
OF PLYWOOD SHEATHING, TYP.
SLOPE 2% MIN.
SLOPE 2% MIN.
(E) BALCONY FLOOR /
CEILING ASSEMBLY
FINISH FLOORING PER PLAN.
PROVIDE A 1/4" GAP AT WALL
PERIMETER FOR SOUND
ATTENUATION MATERIAL, TYP.
FIRE CAULK ALL JOINTS, TYP.
FRAMING PARALLEL
STRUCT'L FOUNDATION SEISMIC
RETROFIT - REFER TO STRUCT'L DWGS.
FIRE BLOCK THROUGH FLOOR ASSEMBLY
FINISH FLOORING PER PLAN.
FIRE CAULK ALL JOINTS, TYP.
W1
A900
FRAMING PERPENDICULARFRAMING PARALLEL
CRAWL SPACE FOUNDATION
FC3
A900
3
3
1179NOT USED 1-HR FIRE PARTITION - DEMISING WALL VERTICAL CONTINUITY
SCALE: 1 1/2" = 1'-0"
ROOF FRAMING PERPENDICULARROOF FRAMING PARALLEL
(E) ASPHALT SHINGLE
ROOFING SYSTEM
FRAMING PERPENDICULARFRAMING PARALLEL
TUB/SHOWER AND WALL
INTERSECTION,
WHERE OCCURS, TYP.
ELECTRICAL BOX PENETRATION,
WHERE OCCURS, TYP.
9
A902
13
A902
MECHANICAL DUCT OR PIPE
IN NON-RATED SOFFIT,
WHERE OCCURS, TYP.
15
A902
(E) SUBFLOOR ASSEMBLY
PLUMBING WALL, WHERE OCCURS
FRAMING PERPENDICULARFRAMING
PARALLEL
1-HR RATED FLOOR/ CEILING
ASSEMBLY, TYPICAL
FC1-3
A900
FINISH FLOORING PER PLAN. PROVIDE A 1/4"
GAP AT WALL PERIMETER FOR SOUND
ATTENUATION MATERIAL, TYP.
DUCT IN RATED FLOOR / CEILING,
WHERE OCCURS, TYP.
15
A902
GYPSUM BOARD HELD UP MIN. 1/4"
W/ FIRE RATED SEALANT
ACOUSTICAL UNDERLAYMENT BELOW HARD
SURFACE FLOORING ON SUBFLOOR
2x SILL PLATE ON (3) CONT. BEADS OF SEALANT
REFER TO WALL AND FLOOR ASSEMBLY DETAILS FOR TYPE AND NUMBER OF LAYERS OF GYPSUM BOARD. REFER TO STRUCTURAL DRAWINGS FOR LOCATION OF WOOD STRUCTURAL PANELS.
1 HOUR FIRE PARTITION
DEMISING WALL, TYP.
W2
A900
FIRE CAULK ALL JOINTS, TYP.
UNIT UNIT
UNIT
UNIT
CRAWL SPACE FOUNDATION
1-HR RATED ROOF / CEILING
ASSEMBLY, TYPICAL
FC3
A900
3
WHERE EXISTING WALL FRAMING MEMBERS ARE
REPLACED WITH NEW WALL FRAMING MEMBERS,
RESILIENT CHANNELS SHALL BE ADDED TO ACHIEVE
A MIN. STC RATING OF 50, PER DETAIL W2A / A900
3
HOLD- 829 N
Garfield St1/15/2025
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
2n
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C
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No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
09/13/2024 2ND PLAN CHECK SUBMITTAL
82
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2
7
0
1
Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
GA
R
F
I
E
L
D
R
E
S
T
O
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A
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I
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N
/
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Address:
Ren.11/30/25
A
No. C37490
A
A FOILOFC
R
INTA
S
ET
TC
A RCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
A
SN
VVS Estates, LLC
1
Vanita Soni PuriAttn:
TYPICAL
FIRE-RESISTANCE
RATED & FENCE
DETAILS
A9021
371115
17 13 9 5
26
416
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DUCT IN RATED FLOOR CEILING
02_F_DUCT IN RATED FLOOR CEILING SCALE: 1 1/2" = 1'-0"
1-HR RATED FLOOR /
CEILING ASSEMBLY
FC1-3
A900
MINIMUM 24 GA. DUCT PER
MECHANICAL PLANS. DUCT TO BE
INSTALLED AND SECURED FROM
ABOVE. AT NO LOCATION SHALL
DUCT BE IN CONTACT WITH
GYPSUM WALLBOARD OR
RESILIENT CHANNELS
FIRE RATED SEALANT
INSULATE DUCTWORK
ADJACENT TO UNITS
1-HR RATED ASSEMBLY
1-HR RATED ASSEMBLY, BOTH SIDES
1-HR FIRE PARTITION AT 1-HR FLR/CLG
02_D_1HR FIRE PARTITION DIMENSIONAL 1HR FLOOR CLG SCALE: 1 1/2" = 1'-0"
LC
HOLD BACK GYPSUM
BOARD 1/4"-1/2" W/
NON-HARDENING FIRE
RATED SEALANT, TYP.
1-HR FIRE PARTITION, TYP.
1-HR RATED FLOOR /
CEILING ASSEMBLY
JOIST HANGER, TYP.
DBL 2x OR BEAM
PER STRUCTURAL
FINISH FLOOR
PROVIDE 1/4" MINIMUM -
1/2" MAX. GAP AT FLOOR.
COMPLETELY FILL GAP W/
NON-HARDENING FIRE RATED
SEALANT.
PROVIDE 1/4" MINIMUM
CLOSED CELL FOAM
PERIMETER ISOLATION
1HR EXTERIOR WALL INTERSECTION
SCALE: 1 1/2"=1'-0"FILE NAME:
2X SOLID BLOCK'G
EXTERIOR FINISH AS
OCCURS OVER BUILDING
PAPER(S), SEE PLANS
BATT INSULATION
INTERIORINTERIOR
EXTERIOR
PROVIDE 1/4" MINIMUM -
1/2" MAXIMUM GAP AT
FLOOR. COMPLETELY FILL
GAP WITH NON-HARDENING
FIRE RATED SEALANT.
1-HR EXTERIOR
WALL, REFER TO
DETAIL W1 / A900.
1-HR INTERIOR WALL,
REFER TO DETAIL W2 / A900
WHERE 2-LAYERS OF 5/8"
TYPE-X GYP. BD. OCCUR
WRAP POST WITH 2-LAYERS
5/8" TYPE-X GYP. BD.
ALL AROUND POST
5/8" TYPE-X GYPSUM
BOARD ALL AROUND POST
NOTE: PRIMARY STRUCTURAL FRAME POSTS SHALL HAVE INDIVIDUAL ENCASEMENT
FOR 1HR FIRE RATING. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF
STRUCTURAL POSTS. ENCASEMENT SHALL EXTEND THROUGH FLOOR/CLG ASSEMBLIES
TO TOP OF POST.
POST(S) IN DOUBLE WALL
POST(S) IN SINGLE WALL
POST
INDIVIDUAL WOOD POST PROTECTION
02_L_INDIVIDUAL WOOD POST PROTECTION SCALE: 3/4" = 1'-0"
POST
POST
FRAME WALL PER ASSEMBLY
WHERE 2-LAYERS OF 5/8"
TYPE-X GYP. BD. OCCUR
WRAP POST WITH 2-LAYERS
5/8" TYPE-X GYP. BD. ALL
AROUND POST, TYP.
POST, TYP.
FRAME WALL PER ASSEMBLY
FIRE RATED WALL NOTES
SOUND AT FIRE RATED WALLS NOTES SCALE: 1 1/2" = 1'-0"
FIRE RESISTIVE REQUIREMENTS
(RATED ASSEMBLIES REQUIRED AT FIRE RATED WALLS)
CBC SECTION 712 - PENETRATIONS
SCOPE: THE PROVISIONS OF THIS SECTION SHALL GOVERN THE MATERIALS AND METHODS OF
CONSTRUCTION USED TO PROTECT THROUGH PENETRATIONS AND MEMBRANE PENETRATIONS OF
HORIZONTAL ASSEMBLIES AND FIRE-RESISTANCE RATED WALL ASSEMBLIES.
INSTALLATION DETAILS: WHERE SLEEVES ARE USED, THEY SHALL BE SECURELY FASTENED TO THE
ASSEMBLY PENETRATED. THE SPACE BETWEEN THE ITEM CONTAINED IN THE SLEEVE AND THE SLEEVE
ITSELF, AND ANY SPACE BETWEEN THE SLEEVE AND THE ASSEMBLY PENETRATED, SHALL BE PROTECTED
IN ACCORDANCE WITH THIS SECTION. INSULATION AND COVERINGS ON OR IN THE PENETRATING ITEM
SHALL NOT PENETRATE THE ASSEMBLY UNLESS THE SPECIFIC MATERIAL USED HAS BEEN TESTED AS
PART OF THE ASSEMBLY IN ACCORDANCE WITH THIS SECTION. WHERE FLOOR/CEILING ASSEMBLIES ARE
REQUIRED TO HAVE A MINIMUM 1-HOUR FIRE-RESISTANCE RATING, RECESSED FIXTURES SHALL BE
INSTALLED SUCH THAT THE REQUIRED FIRE-RESISTANCE WILL NOT BE REDUCED.
FIRE-RESISTANT JOINT SYSTEMS
GENERAL: JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE-RATED WALLS, FLOOR OR FLOOR/
CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN
APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME
PERIOD NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR ROOF IN OR
BETWEEN WHICH IT IS INSTALLED. FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN ACCORDANCE
WITH CBC SECTION. THE VOID CREATED AT THE INTERSECTION OF A FLOOR/CEILING ASSEMBLY AND AN
EXTERIOR CURTAIN WALL ASSEMBLY SHALL BE PROTECTED IN ACCORDANCE WITH THE CBC.
FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
REQUIREMENTS: THE FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS AND ASSEMBLIES SHALL
COMPLY WITH THE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION AND SHALL NOT BE LESS THAN
THE RATING REQUIRED FOR THE FIRE-RESISTANCE RATED ASSEMBLIES SUPPORTED.
FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
THICKNESS OF PLASTER: THE MINIMUM THICKNESS OF GYPSUM PLASTER OR PORTLAND CEMENT
PLASTER USED IN A FIRE-RESISTANCE-RATED SYSTEM SHALL BE DETERMINED BY THE PRESCRIBED FIRE
TESTS. THE PLASTER THICKNESS SHALL BE MEASURED FROM THE FACE OF THE LATH WHERE APPLIED
TO GYPSUM LATH OR METAL LATH
FIRE-RESISTANCE REQUIREMENTS FOR LAP SIDING
FIBER CEMENT LAP SIDING USED IN A FIRE-RESISTANCE-RATED SYSTEM SHALL BE DETERMINED BY THE
PRESCRIBED FIRE TESTS. THE FIBER CEMENT LAP SIDING MUST BE INSTALLED PER THE MANUFACTURES
SPECIFICATIONS AND MEET THE TESTED REQUIREMENTS AND/OR THE ES REPORT FOR FIRE RATING.
1HR INTERIOR WALL INTERSECTION
SCALE: 1 1/2"=1'-0"FILE NAME:
2x SOLID BLOCKING
1-HR INTERIOR WALL,
WHERE OCCURS.
REFER TO DETAIL W2 / A900
UNITUNIT
PROVIDE 1/4" MINIMUM - 1/2"
MAXIMUM GAP AT FLOOR.
COMPLETELY FILL GAP
WITH NON-HARDENING
FIRE RATED ACCOUSTICAL
SEALANT.
UNITUNIT
NON RATED
INTERIOR PARTITION
1HR EXTERIOR WALL INSIDE CORNER
SCALE: 1 1/2"=1'-0"FILE NAME:
2X SOLID BLOCKING
EXTERIOR FINISH AS
OCCURS OVER W.R.B.,
SEE PLANS
5/8" TYPE 'X' GYP BD
BATT INSULATION
PROVIDE 1/4" MINIMUM -
1/2" MAXIMUM GAP AT FLOOR.
COMPLETELY FILL GAP WITH
NON-HARDENING FIRE RATED
ACOUSTICAL SEALANT
INTERIOR
EXTERIOR
INTERIOR
1-HR INTERIOR WALL,
REFER TO DETAIL W2 / A900
1-HR EXTERIOR
WALL, REFER TO
DETAIL W1 / A900.
NOTE: PROVIDE INDIVIDUAL ENCASEMENT FOR 1HR FIRE RATING FOR HORIZONTAL
STRUCTURAL MEMBERS THAT ARE A PART OF THE PRIMARY STRUCTURAL FRAME
WHERE SUCH MEMBERS SUPPORT MORE THAN TWO FLOORS, ONE FLOOR AND A ROOF
OR SUPPORT A LOAD-BEARING WALL OR A NON-LOADBEARING WALL MORE THAN TWO
STORIES HIGH. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF STRUCTURAL
BEAMS.
DROP BEAM CONDITION
FLUSH/DROP BEAM CONDITION
FLUSH BEAM CONDITION
INDIVIDUAL WOOD BEAM PROTECTION
02_L_INDIVIDUAL WOOD BEAM PROTECTION SCALE: 3/4" = 1'-0"
RESILIENT CHANNELS, TYP.BEAM PER STRUCTURAL
5/8" TYPE X GYPSUM BOARD
RESILIENT CHANNELS, TYP.BEAM PER STRUCTURAL
5/8" TYPE X GYPSUM BOARD
RESILIENT CHANNELS, TYP.BEAM PER STRUCTURAL, WRAPPED
W/ 5/8" TYPE X GYPSUM BOARD
5/8" GYP. BD ON L RUNNER W/ CR CHANNELS EA.
SIDE OF GYP.BD. WRAPPED BEAM,1/4" ACOUSTICAL
SEALANT CAULKED TO CEILING, CUT GYP. BD.
BELOW JOISTS PERPENDICULAR TO BEAM
5/8" GYP. BD ON L RUNNER W/ CR CHANNELS
AROUND BOTTOM OF GYP.BD. WRAPPED BEAM,
1/4" ACOUSTICAL SEALANT CAULKED TO CEILING,
5/8" GYP. BD ON L RUNNER TOP & BOTTOM OF BEAM SIDES, W/
CR CHANNELS AROUND EXPOSED GYP.BD. WRAPPED BEAM,
1/4" ACOUSTICAL SEALANT CAULKED TO CEILING,
WALL AT RECESSED FIXTURE
02_F_WALL AT RECESSED FIXTURE SCALE: 1 1/2" = 1'-0"
4" MIN.
RATED DBL. STUD PARTITION
UNRATED PARTITION
RECESS FIXTURE WHERE OCCURS - i.e. MED.
CAB., EXTINGUISHER, TRASH RECEPTICLE,
DISPENSER, LAUNDRY, PLUMBING FAUCET BOX,
ICE MAKER BOX, ELECTRICAL PANEL ETC...
CABINETS 16 SQ. INCHES OF AREA OR GREATER.
UNRATED PARTITION ASSEMBLY PER PLAN
RATED PARTITION ASSEMBLY PER PLAN
GYPSUM BOARD PER ASSEMBLY
WRAPPED INTO RECESS OPENING
ALL SIDES ALL JOINTS TAPED, TYP.
GYPSUM BOARD PER ASSEMBLY
EXTENDING 4" BEYOND RECESS
OPENING ALL SIDES
PLYWOOD PER
STRUCTURAL WHERE
OCCURS
BATT INSULATION
FOR SOUND PER
PLAN
INSULATION PER
ASSEMBLY
RATED EXTERIOR WALL
RATED WALL ASSEMBLY PER PLAN
GYPSUM BOARD PER ASSEMBLY
WRAPPED INTO RECESS OPENING
ALL SIDES ALL JOINTS TAPED, TYP.
EXTERIOR SHEATHING OR
PLASTER PER ASSEMBLY
INSULATION PER
ASSEMBLY
RECESSES OR RECESSED FIXTURES ARE NOT TO OCCUR IN
ASSEMBLIES WITH 2-HR RATING OR HIGHER
NOTES:
1.DEPTH OF BOXES SHALL BE COMPATIBLE WITH WALL OR PARTITION STUD SIZE AND
ACCOMMODATE LISTED PADS WHEN USED.
2.ALL UNUSED KNOCK-OUTS IN BOXES SHALL BE PLUGGED.
3.CONDUIT SHALL BE INSTALLED ON THE SIDE SERVED IN DOUBLE STUD OR
STAGGERED STUD WALLS AND PARTITIONS. CONDUIT IS NOT ALLOWED IN THE AIR
SPACE BETWEEN STUD ROWS.
4.SEPARATE CONDUIT SHALL BE PROVIDED FOR BOXES ON OPPOSITE SIDES OF
SINGLE STUD ACOUSTIC WALLS OR PARTITIONS.
5.CONTRACTOR SHALL DRILL ALL STUDS AS REQUIRED FOR INSTALLATION OF
CONDUIT CONSISTENT WITH STRUCTURAL REQUIREMENTS.
6.LISTED PAD WRAPS ARE REQUIRED ON ALL BOXES AT ALL WALLS AND PARTITIONS
THAT REQUIRE ACOUSTICAL INSULATION. SEE ACOUSTICAL REPORT FOR
ADDITIONAL REQUIREMENTS.
7.STEEL OR LISTED BOXES MAY BE SEPARATED BY OTHER LISTED MATERIALS AND
METHODS IN SINGLE OR DOUBLE STUD CONFIGURATIONS PER LISTING
MEMBRANE PENETRATIONS SHALL BE INSTALLED WHERE WALLS OR PARTITIONS ARE
REQUIRED TO HAVE A FIRE-RESISTIVE-RATING, RECESSED FIXTURES SHALL BE
INSTALLED SUCH THAT THE REQUIRED FIRE-RESISTANCE WILL NOT BE REDUCED.
MEMBRANE PENETRATION OF MAXIMUM 2-HR FIRE-RESISTANT-RATED WALLS AND
PARTITIONS ARE ALLOWED BY STEEL ELECTRICAL BOXES THAT DO NOT EXCEED 16
SQUARE INCHES IN AREA, PROVIDED THE AGGREGATE AREA OF THE OPENINGS
THROUGH THE MEMBRANE DOES NOT EXCEED 100 SQUARE INCHES IN 100 SQUARE
FEET. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIAL
ARE ALLOWED, PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN
FIRE-RESISTANCE-RATED ASSEMBLIES AND ARE INSTALLED IN ACCORDANCE WITH THE
INSTRUCTIONS INCLUDED WITH THE LISTING.
SINGLE STUD WALL / PARTITION OPTIONS
STEEL OR LISTED BOXES SEPARATED
BY OTHER LISTED MATERIALS AND
METHODS INCLUDING SHAFT LINER
PANELS IN INTERVENING SPACE IN 2-HR
FIRE WALLS WHERE PRESENT
DOUBLE STUD WALL / PARTITION OPTIONS
(SIMILAR FOR DOUBLE STAGGERED OR SINGLE STAGGERED STUDS)
ANNULAR SPACE BETWEEN
BOX AND WALL MEMBRANE
NOT TO EXCEED 1/8", TYP.
CONDUIT, TYP.
RATED OUTLET PENETRATIONS
02_F_OUTLET PENETRATIONS SCALE: 1 1/2" = 1'-0"
STEEL OR LISTED
BOXES SEPARATED W/
SOLID FIRE BLOCKING
STEEL BOXES SEPARATED BY NOT
LESS THAN 24" WHERE THE WALL
OR PARTITION IS CONSTRUCTED
WITH INDIVIDUAL
NONCOMMUNICATING STUD
CAVITIES OR LISTED BOXES PER
HORIZONTAL DISTANCE IN LISTING
STEEL BOXES SEPARATED NOT LESS THAN THE
DEPTH OF THE WALL CAVITY WHERE THE WALL
CAVITY IS FILLED WITH CELLULOSE LOOSE FILL,
ROCKWOOL OR SLAG MINERAL WOOL INSULATION
MIN.
HORIZONTAL
STEEL OR LISTED BOXES SEPARATED
W/ LISTED PUTTY PADS ON BOTH BOXES
STEEL OR LISTED
BOXES SEPARATED W/
LISTED PUTTY PADS ON
BOTH BOXES
ANNULAR SPACE
BETWEEN BOX AND
WALL MEMBRANE NOT
TO EXCEED 1/8", TYP.
"X
"
NOT LESS
THAN "X"
WALL BEHIND TUB OR SHOWER
02_F_WALL BEHIND TUB SHOWER SCALE: 1 1/2" = 1'-0"
TUB OR SHOWER PER PLANS
FIRE RATED ACCOUSTIC SEALANT
RATED FLOOR ASSEMBLY PER PLAN
MAINTAIN FIRE RATED ASSEMBLY
W/ MOISTURE RESISTANT FIRE
CODE GYPSUM BOARD PER
ASSEMBLY CONTINUOUS BEHIND
TUB OR SHOWER UNIT
TUB OR SHOWER PER PLANS
RATED FLOOR ASSEMBLY PER PLAN
RATED FLOOR ASSEMBLY PER PLAN
1/2" CEMENT BOARD OVER W.P
MEMBRANE
2x BLOCKING AT FLANGE
2x BLOCKING AT FLANGE
2x BLOCKING AT FLANGE
RATED SHEAR WALL / PARTITION
RATED WALL / PARTITION
UNRATED PARTITION
FIRE RATED ACCOUSTIC SEALANT
PLYWOOD PER STRUCTURAL
MAINTAIN FIRE RATED ASSEMBLY
W/ MOISTURE RESISTANT FIRE
CODE GYPSUM BOARD PER
ASSEMBLY CONTINUOUS BEHIND
TUB OR SHOWER UNIT
GLASS FIBER BATT
INSULATION FOR
SOUND
GLASS FIBER BATT
INSULATION PER
ASSEMBLY
GLASS FIBER BATT
INSULATION PER
ASSEMBLY
1/2" CEMENT BOARD OVER W.P
MEMBRANE
1/2" CEMENT BOARD OVER W.P
MEMBRANE
NOTE:SHOWER FINISH MATERIAL SHALL BE
THIN SET APPLIED OVER BACKER BOARD.
1
2-HR UTILITY SHAFT
SCALE: 1 1/2"=1'-0"FILE NAME:
WOOD OR
METAL STUDS
MECHANICAL,
ELECTRICAL OR
PLUMBING WHERE
REQUIRED.
BATT INSULATION
PER PLAN
PE
R
P
L
A
N
2 LAYERS 5/8"
TYPE X GYP
BOARD EACH
SIDE
W3
A900
2-HR FIRE-RES. RATED
INT. WOOD WALL
ALT. 2-HR FIRE-RES. RATED
INT. STEEL STUD SHAFT LINER
W4
A900
HISTORIC FRENCH PARK - FENCE DESIGN GUIDELINES - PLAIN WOOD
SCALE: N.T.S.
1
HOLD- 829 N
Garfield St1/15/2025
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
2n
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No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
09/13/2024 2ND PLAN CHECK SUBMITTAL
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Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
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Address:
Ren.11/30/25
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No. C37490
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A RCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
A
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VVS Estates, LLC
1
Vanita Soni PuriAttn:
FIRE-RESISTANCE
RATED PENETRATION
DETAILS
A903
STEEL DUCT
02_H_BB_ULFC7060_STEEL DUCT 6" OR SMALLER SCALE: 1 1/2" = 1'-0"
FIRE RESISTANCE LISTING:
U.L. DESIGN NO.
F-C-7060
FIRE RATING:
1 HR
1.FLOOR - CEILING ASSEMBLY - THE 1 HR FIRE-RATED WOOD JOIST FLOOR-CEILING ASSEMBLY SHALL BE CONSTRUCTED OF
THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL L500 DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY,
AS SUMMARIZED BELOW:
A.FLOORING SYSTEM - LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING
MIXTURE* AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN.
B.WOOD JOISTS - NOM 10 IN. (254 MM) DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS,
TRUSSES OR STRUCTURAL WOOD MEMBERS* WITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED.
C.GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS REQUIRED IN THE INDIVIDUAL
FLOOR-CEILING DESIGN. DIAM OF OPENING IS TO BE MAX 1-1/2 IN. (38 MM) LARGER THAN DIAM OF STEEL DUCT.
1A. CHASE WALL - (OPTIONAL, NOT SHOWN) - THE THROUGH PENETRANT (ITEM 2) MAY BE ROUTED THROUGH A 1 HR FIRE RATED
SINGLE, DOUBLE OR STAGGERED WOOD STUD/GYPSUM BOARD CHASE WALL. DEPTH OF CHASE WALL STUD CAVITY TO BE
MIN 1/2 IN. (13 MM) GREATER THAN DIAMETER OF OPENING CUT IN TOP PLATES TO ACCOMMODATE THE THROUGH
PENETRANT (ITEM 2). THE CHASE WALL SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE
INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE
FOLLOWING CONSTRUCTION FEATURES:
A.STUDS - NOM 2 BY 4 IN. (51 BY 102 MM), 2 BY 6 IN. (51 BY 152 MM) OR DOUBLE NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER STUDS.
B.SOLE PLATE - NOM 2 BY 4 IN. (51 BY 102 MM), 2 BY 6 IN. (51 BY 152 MM)OR PARALLEL 2 BY 4 IN. (51 BY 102 MM) LUMBER
PLATES, TIGHTLY BUTTED.
C.TOP PLATE - THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 4 IN (51 BY 102 MM)., TWO NOM 2 BY 6 IN. (51 BY
152 MM) OR TWO SETS OF PARALLEL 2 BY 4 IN. (51 BY 102 MM) LUMBER PLATES, TIGHTLY BUTTED. DIAM OF OPENING IS TO
BE MAX 1-1/2 IN. (38 MM) LARGER THAN DIAM OF STEEL DUCT. AS AN ALTERNATE, THE OPENING MAY BE SQUARE-CUT WITH
A MAX DIMENSION 1-1/2 IN. (38 MM) GREATER THAN THE DIAM OF THE PIPE. PLATES MAY BE DISCONTINUOUS OVER
OPENING, TERMINATING AT TWO OPPOSING EDGES OF OPENING. MAX LENGTH OF DISCONTINUITY IS 7-1/2 IN. (191 MM).
D.STEEL PLATE - WHEN LUMBER PLATES ARE DISCONTINUOUS, NOM 1-1/2 IN. (38 MM) WIDE NO. 20 GAUGE (OR HEAVIER)
GALV STEEL PLATES SHALL BE INSTALLED TO CONNECT DISCONTINUOUS LUMBER PLATES AND TO PROVIDE A FORM FOR
THE FILL MATERIAL. STEEL PLATES SIZED TO LAP 2 IN. (51 MM) ONTO EACH DISCONTINUOUS LUMBER PLATE AND SECURED
TO LUMBER PLATES WITH STEEL SCREWS OR NAILS.
E.GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN THE INDIVIDUAL
WALL AND PARTITION DESIGN.
2.STEEL DUCT - ONE NOM 6 IN. (152 MM) DIAM (OR SMALLER) NO. 30 GA (OR HEAVIER) GALVANIZED STEEL DUCT TO BE
INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE OPENING. ANNULAR SPACE TO BE MIN 0 IN. (POINT
CONTACT) TO MAX 1-1/2 IN. (38 MM). STEEL DUCT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR-CEILING ASSEMBLY.
3.FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE
ANNULUS, FLUSH WITH BOTTOM SURFACE OF CEILING OR TOP PLATE. MIN 1/4 IN. (6 MM) DIAM BEAD OF FILL MATERIAL
APPLIED AT POINT CONTACT LOCATION AT THE PENETRANT/CEILING OR CHASE WALL TOP PLATE INTERFACE.
SPECIFIED TECHNOLOGIES INC - SPECSEAL LCI SEALANT, SPECSEAL LC150 SEALANT OR TYPE WF300 CAULK
*INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL
OR CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
System No. F-C-7060
ANSI/UL1479 (ASTM E814)
F Rating - 1 Hr
T Ratings - 1 Hr
L Rating At Ambient - Less Than 1 CFM/sq ft
CAN/ULC S115
F Rating - 1 Hr
FT Ratings - 1 Hr
FH Rating - 1 Hr
FTH Ratings - 1 Hr
L Rating At Ambient - Less Than 1 CFM/sq ft
1B
3
1A
1C
2
SYSTEM NO. W-L-2241
F RATINGS - 1 AND 2 HR (SEE ITEM 1)
T RATINGS - 0, 1/4, 1 AND 1-3/4 HR (SEE ITEM 2)
L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT
L RATING AT 400 F - LESS THAN 1 CFM/SQ FT
1.WALL ASSEMBLY - THE 1 OR 2 HR FIRE-RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE
MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE
RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A.STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF
NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED MAX 16 IN. (406 MM) OC. STEEL STUDS TO BE MIN 3-1/2 IN. (89 MM) WIDE AND
SPACED MAX 24 IN. (610 MM) OC.
B.GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS SPECIFIED IN THE INDIVIDUAL WALL AND
PARTITION DESIGN. DIAM OF OPENING TO BE 1 IN. TO 1-1/8 IN. (25 TO 29 MM) LARGER THAN OUTSIDE DIAM OF PIPE.
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN
WHICH IT IS INSTALLED. WHEN ITEM 2G OR 2H IS USED, THE HOURLY F RATING IS 1 HR.
2.THROUGH PENETRANT - ONE NONMETALLIC PIPE, CONDUIT OR TUBE TO BE INSTALLED ECCENTRICALLY OR CONCENTRICALLY
WITHIN THE FIRESTOP SYSTEM. PIPE, CONDUIT OR TUBE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY.
THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES, CONDUITS AND TUBES MAY BE USED:
A.POLYVINYL CHLORIDE (PVC) PIPE - NOM 2 IN. (51 MM) DIAM (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE PVC PIPE
FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. ANNULAR SPACE SHALL
BE MIN 0 IN. ( 0 MM, POINT CONTACT) TO MAX 1 IN. (25 MM).
B.CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. (51 MM) DIAM (OR SMALLER) SDR 13.5 OR SCHEDULE 80 CPVC
PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. ANNULAR SPACE SHALL BE MIN 0 IN. ( 0 MM, POINT
CONTACT) TO MAX 1 IN. (25 MM).
C.RIGID NONMETALLIC CONDUIT+ - NOM 2 IN. (51 MM) DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN
ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE (NFPA 70). ANNULAR SPACE SHALL BE MIN 0 IN. ( 0 MM,
POINT CONTACT) TO MAX 1 IN. (25 MM).
D.ELECTRICAL NONMETALLIC TUBING+ - NOM 2 IN. (51 MM) DIAM (OR SMALLER) PVC TUBING INSTALLED IN ACCORDANCE WITH
ARTICLE 331 OF THE NATIONAL ELECTRICAL CODE (NFPA 70). ANNULAR SPACE SHALL BE MIN 0 IN. ( 0 MM, POINT CONTACT) TO
MAX 1 IN. (25 MM).
E.CROSS LINKED POLYETHYLENE (PEX) TUBING - NOM 1 IN. (25 MM) DIAM (OR SMALLER) SDR9 PEX TUBING FOR USE IN CLOSED
(PROCESS OR SUPPLY) PIPING SYSTEMS. ANNULAR SPACE SHALL BE MIN 0 IN. ( 0 MM, POINT CONTACT) TO MAX 1 IN. (25 MM).
F.ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE - NOM 1-1/2 IN. (38 MM) DIAM (OR SMALLER) SCHEDULE 40 SOLID-CORE OR
CELLULAR CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING
SYSTEMS. ANNULAR SPACE SHALL BE MIN 1/4 IN. (6 MM) TO MAX 3/4 IN. (19 MM).
G.POLYVINYL CHLORIDE (PVC) PIPE - NOM 3 IN. (76 MM) DIAM (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE PVC PIPE
FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. ANNULAR SPACE SHALL BE MIN 0 IN. (0 MM, POINT CONTACT)
TO MAX 1 IN. (25 MM).
H.CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 3 IN. (76 MM) DIAM (OR SMALLER) SDR 17 CPVC PIPE FOR USE IN
CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. ANNULAR SPACE SHALL BE MIN 0 IN. (0 MM, POINT CONTACT) TO MAX 1 IN.
(25 MM).
WHEN ITEM 2A OR 2B IS USED, THE T RATING IS 1/4 HR. WHEN ITEM 2C, 2D, OR 2E IS USED, THE T RATING IS 1 HR AND 1-3/4 HR
FOR 1 HR AND 2 HR FIRE RATED WALLS, RESPECTIVELY. WHEN ITEM 2F, 2G, OR 2H IS USED, T RATING IS 0 HR.
3.FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS,
FLUSH WITH BOTH SURFACES OF WALL ASSEMBLY. AT POINT CONTACT LOCATION, MIN 1/4 IN. (6 MM) DIAM BEAD OF FILL
MATERIAL APPLIED AT NONMETALLIC PIPE/GYPSUM BOARD INTERFACE ON BOTH SURFACES OF WALL.
SPECIFIED TECHNOLOGIES INC - SPECSEAL LCI SEALANT OR TYPE WF300 FIRESTOP CAULK (FOR WOOD STUDS ONLY)
*INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR
CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
ONE NON-METALLIC PIPE
02_H_BB_ULWL2241 _ONE NON-METALLIC PIPE_1-2HR SCALE: 1 1/2" = 1'-0"
FIRE RESISTANCE LISTING:
U.L. DESIGN NO.
W-L-2241
FIRE RATING:
1-HR or 2-HR
SYSTEM NO. W-L-1222
F RATINGS - 1 AND 2 HR (SEE ITEM 1)
T RATINGS - 1/4, 3/4 AND 1 HR (SEE ITEM 2)
1.WALL ASSEMBLY - THE 1 OR 2 HR FIRE-RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE
MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL
FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A.STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF
NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC. STEEL STUDS TO BE MIN 3-1/2 IN. (89 MM) WIDE AND
SPACED MAX 24 IN. (610 MM) OC.
B.GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS SPECIFIED IN THE INDIVIDUAL WALL AND
PARTITION DESIGN. MAX DIAM OF OPENING IS 10-5/8 IN. (270 MM).
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN
WHICH IT IS INSTALLED.
2.THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBE TO BE INSTALLED ECCENTRICALLY OR CONCENTRICALLY
WITHIN THE FIRESTOP SYSTEM. PIPE, CONDUIT OR TUBING MAY BE INSTALLED AT AN ANGLE NOT GREATER THAN 45 DEGREES
FROM PERPENDICULAR. THE ANNULAR SPACE BETWEEN THE PIPE, CONDUIT OR TUBE AND THE PERIPHERY OF THE OPENING
SHALL BE MIN 0 IN. (0 MM, POINT CONTACT) TO MAX 2 IN. (51 MM). PIPE, CONDUIT OR TUBE TO BE RIGIDLY SUPPORTED ON BOTH
SIDES OF THE WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS AND TUBES MAY BE USED:
A.STEEL PIPE - NOM 8 IN. (203 MM) DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE.
B.IRON PIPE - NOM 8 IN. (203 MM) DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.
C.CONDUIT - NOM 6 IN. (152 MM) DIAM (OR SMALLER) RIGID STEEL CONDUIT, NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL
ELECTRICAL METALLIC TUBING (EMT) OR NOM 4 IN. (102 MM) DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT.
D.COPPER PIPE - NOM 4 IN. (102 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
E.COPPER TUBE - NOM 4 IN. (102 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBE.
2A. THROUGH PENETRATING PRODUCT* - FLEXIBLE METAL PIPING - AS AN ALTERNATE TO ITEM 2, ONE NOM 1-1/4 IN. (32 MM) DIAM
(OR SMALLER) STEEL FLEXIBLE METAL PIPE TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE
FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE PIPE AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 IN. (0 MM,
POINT CONTACT) TO MAX 2 IN. (51 MM). PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY.
OMEGA FLEX INC
GASTITE, DIV OF TITEFLEX
WARD MFG L L C
3.FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS,
FLUSH WITH BOTH SURFACES OF WALL ASSEMBLY. AT POINT CONTACT LOCATION, MIN 1/4 IN. (6 MM) DIAM BEAD OF FILL
MATERIAL APPLIED AT METALLIC PIPE/GYPSUM BOARD INTERFACE ON BOTH SURFACES OF WALL.
SPECIFIED TECHNOLOGIES INC - SPECSEAL LCI SEALANT
*INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR
CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
ONE METALLIC PIPE
02_H_BB_ULWL1222_ONE METALLIC PIPE_1-2HR SCALE: 1 1/2" = 1'-0"
FIRE RESISTANCE LISTING:
U.L. DESIGN NO.
W-L-1222
FIRE RATING:
1-HR or 2-HR
TYPE OF PENETRANT
STEEL OR IRON PIPE, STEEL CONDUIT OR EMT
T RATING
1 HR
3/4 HR
2 IN. (51 MM)
8 IN. (203 MM)STEEL OR IRON PIPE, STEEL CONDUIT OR EMT
MAX DIAM
4 IN. (102 MM)COPPER PIPE OR TUBE 1/4 HR
1A
1B
2
3 3
SYSTEM NO. W-L-3170
F RATINGS - 1 AND 2 HR (SEE ITEM 1)
T RATINGS - 1/4 AND 1 HR (SEE ITEM 3A)
1.WALL ASSEMBLY - THE 1 OR 2 HR FIRE-RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN
THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND
SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A.STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN.
LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE AND SPACED MAX 24 IN. OC.
B.GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION
DESIGN. MAX DIAM OF OPENING IS 6 IN.
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS
INSTALLED.
2.STEEL SLEEVE - CYLINDRICAL SLEEVE FABRICATED FROM 0.0125 IN. THICK (30 GAUGE) GALV SHEET STEEL AND HAVING A MIN 2 IN. LAP
ALONG THE LONGITUDINAL SEAM. LENGTH OF THE SLEEVE TO BE EQUAL TO OR MAX 2 IN. GREATER THAN THE THICKNESS OF THE WALL.
SLEEVE INSTALLED BY COILING THE SHEET STEEL TO A DIAM SMALLER THAN THE THROUGH OPENING, INSERTING THE COIL THROUGH THE
OPENING AND RELEASING THE COIL TO LET IT UNCOIL AGAINST THE CIRCULAR CUTOUTS IN THE GYPSUM WALLBOARD LAYERS. THE ENDS OF
THE STEEL SLEEVE SHALL BE FLUSH WITH OR EXTEND A MAX 1 IN. BEYOND EACH SURFACE OF THE WALL.
AS AN ALTERNATE, STEEL SLEEVE MAY CONSIST OF NOM 6 IN. DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE SLEEVE
FRICTION-FITTED INTO CIRCULAR CUTOUTS IN THE GYPSUM BOARD LAYERS. THE ENDS OF THE STEEL SLEEVE SHALL BE FLUSH WITH OR
EXTEND A MAX 1 IN. BEYOND EACH SURFACE OF THE WALL.
3.CABLES - MAX 4-1/2 IN. DIAM TIGHT BUNDLE OF CABLES TO BE INSTALLED ECCENTRICALLY OR CONCENTRICALLY WITHIN THE OPENING. THE
ANNULAR SPACE BETWEEN THE CABLES AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 1-1/2 IN. CABLE
BUNDLE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF CABLES MAY BE USED:
A.MAX 200 PAIR NO. 24 AWG (OR SMALLER) COPPER CONDUCTOR WITH POLYVINYL CHLORIDE (PVC) INSULATION AND JACKETING MATERIAL.
B.MAX 1/C NO. 350 KCMIL (OR SMALLER) COPPER CONDUCTOR CABLE WITH CROSS-LINKED POLYETHYLENE (XLPE) JACKET.
C.MAX 7/C NO. 12 AWG (OR SMALLER) COPPER CONDUCTOR POWER AND CONTROL CABLES WITH XLPE OR PVC INSULATION WITH XLPE OR
PVC JACKET.
D.MAX 3/C NO. 2/0 AWG (OR SMALLER) COPPER OR ALUMINUM CONDUCTOR SER CABLES WITH PVC INSULATION AND JACKET.
E.MAX 3/C NO. 2/0 AWG (OR SMALLER) COPPER CONDUCTOR PVC JACKETED ALUMINUM CLAD OR STEEL CLAD TEK CABLE.
F.MAX 110/125 FIBER OPTIC (F.O.) CABLE WITH PVC INSULATION AND JACKET.
G.MAX 3/C WITH GROUND NO. 8 AWG (OR SMALLER) COPPER CONDUCTOR NM CABLE (ROMEX) WITH PVC INSULATION AND JACKET.
H.MAX RG/U COAXIAL CABLE WITH FLUORINATED ETHYLENE INSULATION AND JACKET.
I.MAX 4 PAIR NO. 24 AWG (OR SMALLER) COPPER CONDUCTOR DATA CABLE WITH HYLAR JACKET AND INSULATION.
3A.THROUGH PENETRATING PRODUCT* - AS AN ALTERNATE TO THE CABLES (ITEM 3), MAX 4-1/2 IN. DIAM TIGHT BUNDLE OF MAX 4/C NO. 2/0 AWG
(OR SMALLER) ALUMINUM OR STEEL ARMORED CABLE+ OR METAL CLAD CABLE+ INSTALLED WITHIN THE OPENING. ANNULAR SPACE
BETWEEN THROUGH-PENETRATING PRODUCTS AND PERIPHERY OF OPENING TO BE MIN 0 IN. (POINT CONTACT) TO MAX 1-1/2 IN. THROUGH
PENETRATING PRODUCT RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. WHEN ARMORED CABLE OR METAL CLAD CABLE IS
USED, T RATING IS 1/4 HR.
AFC CABLE SYSTEMS INC
4.FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:
A.PACKING MATERIAL - MIN 1 IN. THICKNESS OF 4 PCF MINERAL WOOL BATT INSULATION COMPRESSED AND TIGHTLY PACKED INTO EACH
END OF SLEEVE. RECESS PACKING MATERIAL AS REQUIRED TO ACCOMMODATE FILL MATERIAL (ITEM 4B).
B.FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 1/2 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH EACH END
OF STEEL SLEEVE. AT POINT CONTACT LOCATION, MIN 1/4 IN. DIAM BEAD OF FILL MATERIAL APPLIED AT CABLE BUNDLE/STEEL SLEEVE
INTERFACE ON BOTH SIDES OF WALL.
SPECIFIED TECHNOLOGIES INC - SPECSEAL LCI SEALANT
*INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR CUL
CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
CABLE - MAX. 4 1/2" WITH STEEL
02_H_BB_ULWL3170 _CABLE 4.5 INCH WITH STEEL_1-2HR SCALE: 1 1/2" = 1'-0"
FIRE RESISTANCE LISTING:
U.L. DESIGN NO.
W-L-3170
FIRE RATING:
1-HR or 2-HR
A
Section A-A
1A
1B
2
3
3
2
4B 4B 4A
A
SYSTEM NO. W-L-3169
F RATINGS - 1 AND 2 HR (SEE ITEM 1)
T RATINGS - 1/4 AND 3/4 HR (SEE ITEM 2A)
1.WALL ASSEMBLY - THE 1 OR 2 HR FIRE-RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE
MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL
FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A.STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF
NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC. STEEL STUDS TO BE MIN 3-5/8 IN. (92 MM) WIDE AND
SPACED MAX 24 IN. (610 MM) OC.
B.GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS SPECIFIED IN THE INDIVIDUAL WALL AND
PARTITION DESIGN. MAX DIAM OF OPENING IS 5 IN. (127 MM).
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN
WHICH IT IS INSTALLED.
2.CABLES - MAX 4-1/2 IN. DIAM TIGHT BUNDLE OF CABLES TO BE INSTALLED ECCENTRICALLY OR CONCENTRICALLY WITHIN THE
OPENING. THE ANNULAR SPACE BETWEEN THE CABLES AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 IN. (0 MM, POINT
CONTACT) TO MAX 1/2 IN. (13 MM). CABLE BUNDLE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR OR WALL
ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF CABLES MAY BE USED:
A.MAX 200 PAIR NO. 24 AWG (OR SMALLER) COPPER CONDUCTOR WITH POLYVINYL CHLORIDE (PVC) INSULATION AND
JACKETING MATERIAL.
B.MAX 1/C NO. 350 KCMIL (OR SMALLER) COPPER CONDUCTOR CABLE WITH CROSS-LINKED POLYETHYLENE (XLPE) JACKET.
C.MAX 7/C NO. 12 AWG (OR SMALLER) COPPER CONDUCTOR POWER AND CONTROL CABLES WITH XLPE OR PVC INSULATION
WITH XLPE OR PVC JACKET.
D.MAX 3/C NO. 2/0 AWG (OR SMALLER) COPPER OR ALUMINUM CONDUCTOR SER CABLES WITH PVC INSULATION AND JACKET.
E.MAX 3/C NO. 2/0 AWG (OR SMALLER) COPPER CONDUCTOR PVC JACKETED ALUMINUM CLAD OR STEEL CLAD TEK CABLE.
F.MAX 110/125 FIBER OPTIC (F.O.) CABLE WITH PVC INSULATION AND JACKET.
G.MAX 3/C WITH GROUND NO. 8 AWG (OR SMALLER) COPPER CONDUCTOR NM CABLE (ROMEX) WITH PVC INSULATION AND
JACKET.
H.MAX RG/U COAXIAL CABLE WITH FLUORINATED ETHYLENE INSULATION AND JACKET.
I.MAX 4 PAIR NO. 24 AWG (OR SMALLER) COPPER CONDUCTOR DATA CABLE WITH HYLAR JACKET AND INSULATION.
J.MAX 4/C (WITH GROUND) NO. 300 KCMIL (OR SMALLER) ALUMINUM CONDUCTOR SER CABLES WITH PVC INSULATION AND
JACKET.
2A. THROUGH PENETRATING PRODUCT* - AS AN ALTERNATE TO THE CABLES (ITEM 2), MAX 4 IN. (102 MM) DIAM TIGHT BUNDLE OF
MAX 4/C NO. 2/0 AWG (OR SMALLER) ALUMINUM OR STEEL ARMORED CABLE+ OR METAL CLAD CABLE+ INSTALLED WITHIN THE
OPENING. ANNULAR SPACE BETWEEN THROUGH-PENETRATING PRODUCTS AND PERIPHERY OF OPENING TO BE MIN 0 IN. (0 MM,
POINT CONTACT) TO MAX 1 IN. (25 MM). THROUGH PENETRATING PRODUCT RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR
WALL ASSEMBLY. WHEN ARMORED CABLE OR METAL CLAD CABLE IS USED, T RATING IS 1/4 HR.
AFC CABLE SYSTEMS INC
3.FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS,
FLUSH WITH BOTH SURFACES OF WALL ASSEMBLY. SEALANT TO BE FORCED INTO INTERSTICES OF CABLE BUNDLE TO MAX
EXTENT POSSIBLE. AT POINT CONTACT LOCATION, MIN 1/4 IN. (6 MM) DIAM BEAD OF FILL MATERIAL APPLIED AT CABLE
BUNDLE/GYPSUM BOARD INTERFACE ON BOTH SURFACES OF WALL.
SPECIFIED TECHNOLOGIES INC - SPECSEAL LCI SEALANT
*INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR
CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
CABLE - MAX. 4 1/2"
02_H_BB_ULWL3169 _CABLE 4.5 INCH_1-2HR SCALE: 1 1/2" = 1'-0"
FIRE RESISTANCE LISTING:
U.L. DESIGN NO.
W-L-3169
FIRE RATING:
1-HR or 2-HR
A
Section A-AA
1B
33
2
2
1A
SYSTEM NO. W-L-3171
F RATINGS - 1 AND 2 HR (SEE ITEM 1)
T RATINGS - 1/4 AND 3/4 HR (SEE ITEM 2A)
1.WALL ASSEMBLY - THE 1 OR 2 HR FIRE-RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE
MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL
FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A.STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF
NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE AND SPACED MAX 24 IN. OC.
B.GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS SPECIFIED IN THE INDIVIDUAL WALL AND
PARTITION DESIGN. MAX DIAM OF OPENING IS 1 IN. LARGER THAN OD OF CABLE (ITEM 2).
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN
WHICH IT IS INSTALLED.
2.CABLE - ONE CABLE TO BE INSTALLED ECCENTRICALLY OR CONCENTRICALLY WITHIN THE OPENING. THE ANNULAR SPACE
BETWEEN THE CABLE AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 1 IN. CABLE TO BE
RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF CABLE MAY
BE USED:
A.MAX 200 PAIR NO. 24 AWG (OR SMALLER) COPPER CONDUCTOR WITH POLYVINYL CHLORIDE (PVC) INSULATION AND
JACKETING MATERIAL.
B.MAX 1/C NO. 350 KCMIL (OR SMALLER) COPPER CONDUCTOR CABLE WITH CROSS-LINKED POLYETHYLENE (XLPE) JACKET.
C.MAX 7/C NO. 12 AWG (OR SMALLER) COPPER CONDUCTOR POWER AND CONTROL CABLES WITH XLPE OR PVC INSULATION
WITH XLPE OR PVC JACKET.
D.MAX 3/C NO. 2/0 AWG (OR SMALLER) COPPER OR ALUMINUM CONDUCTOR SER CABLES WITH PVC INSULATION AND JACKET.
E.MAX 3/C NO. 2/0 AWG (OR SMALLER) COPPER CONDUCTOR PVC JACKETED ALUMINUM CLAD OR STEEL CLAD TEK CABLE.
F.MAX 110/125 FIBER OPTIC (F.O.) CABLE WITH PVC INSULATION AND JACKET.
G.MAX 3/C WITH GROUND NO. 8 AWG (OR SMALLER) COPPER CONDUCTOR NM CABLE (ROMEX) WITH PVC INSULATION AND
JACKET.
H.MAX RG/U COAXIAL CABLE WITH FLUORINATED ETHYLENE INSULATION AND JACKET.
I.MAX 4 PAIR NO. 24 AWG (OR SMALLER) COPPER CONDUCTOR DATA CABLE WITH HYLAR JACKET AND INSULATION.
2A. THROUGH PENETRATING PRODUCT* - AS AN ALTERNATE TO THE CABLE (ITEM 2), ONE MAX 4/C NO. 2/0 AWG (OR SMALLER)
ALUMINUM OR STEEL ARMORED CABLE+ OR METAL CLAD CABLE+ INSTALLED WITHIN THE OPENING. ANNULAR SPACE
BETWEEN THROUGH-PENETRATING PRODUCT AND PERIPHERY OF OPENING TO BE MIN 0 IN. (POINT CONTACT) TO MAX 1 IN.
THROUGH PENETRATING PRODUCT RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. WHEN ARMORED CABLE OR
METAL CLAD CABLE IS USED, T RATING IS 1/4 HR.
AFC CABLE SYSTEMS INC
3.FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH
BOTH SURFACES OF WALL ASSEMBLY. AT POINT CONTACT LOCATION, MIN 1/4 IN. DIAM BEAD OF FILL MATERIAL APPLIED AT
CABLE/GYPSUM BOARD INTERFACE ON BOTH SURFACES OF WALL.
SPECIFIED TECHNOLOGIES INC - SPECSEAL LCI SEALANT
*INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR
CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
CABLE - SINGLE
02_H_BB_ULWL3171 _CABLE SINGLE_1-2HR SCALE: 1 1/2" = 1'-0"
FIRE RESISTANCE LISTING:
U.L. DESIGN NO.
W-L-3171
FIRE RATING:
1-HR or 2-HR
A
Section A-A
1A
2
2
33
1BA
CABLES
02_H_BB_ULFC3057_CABLES_1-2HR SCALE: N.T.S.
FIRE RESISTANCE LISTING:
U.L. DESIGN NO.
FC-3057
FIRE RATING:
1 - 2 HR
SYSTEM NO. F-C-3057
F RATINGS - 1 HR AND 2 HR (SEE ITEM 1)
T RATING - 1/2 HR
1.FLOOR - CEILING ASSEMBLY - THE 1 HR FIRE-RATED WOOD JOIST FLOOR-CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE
MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL L500 DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY. THE 2
HR FIRE-RATED WOOD JOIST FLOOR-CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER
SPECIFIED IN DESIGN NOS. L505, L511 OR L536 IN THE UL FIRE RESISTANCE DIRECTORY. THE F RATING OF THE FIRESTOP
SYSTEM IS EQUAL TO THE FIRE RATING OF THE FLOOR-CEILING ASSEMBLY. THE GENERAL CONSTRUCTION FEATURES OF THE
FLOOR ASSEMBLY ARE SUMMARIZED BELOW:
A.FLOORING SYSTEM - LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING
MIXTURE* AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN. MAX DIAM OF OPENING IS 3 IN. (76 MM).
B.WOOD JOISTS - NOM 10 IN. (254 MM) DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS,
TRUSSES OR STRUCTURAL WOOD MEMBERS* WITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED.
C.GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS REQUIRED IN THE INDIVIDUAL FLOOR-CEILING
DESIGN. MAX DIAM OF OPENING IS 3 IN. (76 MM).
1A. CHASE WALL - (OPTIONAL, NOT SHOWN) - THE THROUGH PENETRANT (ITEM 2) MAY BE ROUTED THROUGH A 1 OR 2 HR FIRE
RATED SINGLE, DOUBLE OR STAGGERED WOOD STUD/GYPSUM BOARD CHASE WALL. DEPTH OF CHASE WALL STUD CAVITY TO
BE MIN 1/2 IN. (13 MM) GREATER THAN DIAMETER OF OPENING CUT IN SOLE AND TOP PLATES TO ACCOMMODATE THE THROUGH
PENETRANT (ITEM 2). THE CHASE WALL SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE
INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE
FOLLOWING CONSTRUCTION FEATURES:
A.STUDS - NOM 2 BY 4 IN. (51 BY 102 MM), 2 BY 6 IN. (51 BY 162 MM) OR DOUBLE NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER STUDS.
B.SOLE PLATE - NOM 2 BY 4 IN. (51 BY 102 MM), 2 BY 6 IN. (51 BY 152 MM)OR PARALLEL 2 BY 4 IN. (51 BY 102 MM)LUMBER PLATES,
TIGHTLY BUTTED. MAX DIAM OF OPENING IS 3 IN.
C.TOP PLATE - THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 4 IN. (51 BY 102 MM), TWO NOM 2 BY 6 IN. (51 BY 152
MM)OR TWO SETS OF PARALLEL 2 BY 4 IN. (51 BY 102 MM)LUMBER PLATES, TIGHTLY BUTTED. MAX DIAM OF OPENING IS 3 IN.
(76 MM).
D.GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN THE INDIVIDUAL
WALL AND PARTITION DESIGN.
2.CABLES - AGGREGATE CROSS-SECTIONAL AREA OF CABLES WITHIN OPENING TO BE MAX 54 PERCENT OF THE
CROSS-SECTIONAL AREA OF THE OPENING. ANNULAR SPACE TO BE MIN 0 IN. (POINT CONTACT) TO MAX 1-1/4 IN. (32 MM).
PENETRANTS TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR-CEILING ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF
CABLES MAY BE USED:
A.MAX 200 PAIR NO. 24 AWG (OR SMALLER) COPPER CONDUCTOR TELECOMMUNICATION CABLE WITH PVC INSULATION AND
JACKETING.
B.MAX 3/C NO. 3/0 AWG (OR SMALLER) ALUMINUM OR COPPER CONDUCTOR SER CABLE WITH PVC INSULATION AND JACKETING.
C.MAX 3/C WITH GROUND NO. 8 AWG (OR SMALLER) TYPE NM (ROMEX) NONMETALLIC SHEATHED CABLE WITH PVC INSULATION
AND JACKETING.
D.MAX 1/C - 350 KCMIL (OR SMALLER) POWER CABLES WITH XLP INSULATION AND JACKETING.
E.MAX 7/C NO. 12 AWG (OR SMALLER) POWER/CONTROL CABLES WITH PVC INSULATION AND JACKETING.
F.MAX RG/U (OR SMALLER) COPPER CONDUCTOR COAXIAL CABLE WITH FLUORINATED ETHYLENE INSULATION AND JACKETING
MATERIALS.
G.MAX 4 PAIR NO. 24 AWG (OR SMALLER) COPPER CONDUCTOR DATA CABLE WITH HYLAR INSULATION AND JACKETING.
H.MAX 4 PAIR NO. 18 AWG (OR SMALLER) COPPER CONDUCTOR INSTRUMENTATION CABLE WITH PVC INSULATION AND
JACKETING.
I.FIBER OPTIC CABLE WITH PVC INSULATION AND JACKETING.
J.MAX 4/C (WITH GROUND) NO. 300 KCMIL (OR SMALLER) ALUMINUM CONDUCTOR SER CABLES WITH PVC INSULATION AND
JACKET.
2A. THROUGH PENETRATING PRODUCT* - (NOT SHOWN) AS AN ALTERNATE ITEM 3), ONE OR MORE THROUGH-PENETRATING
PRODUCT TO BE INSTALLED WITHIN THE OPENING. MAX AGGREGATE CROSS-SECTIONAL AREA OF CABLES TO BE 52 PERCENT
OF THE CROSS-SECTIONAL AREA OF THE OPENING. ANNULAR SPACE BETWEEN THROUGH-PENETRATING PRODUCTS AND
PERIPHERY OF OPENING TO BE MIN 0 IN. (POINT CONTACT) TO MAX 1-1/4 IN. (32 MM). THROUGH PENETRATING PRODUCT
RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES OF THROUGH-PENETRATING
PRODUCTS MAY BE USED:
A.MAX 4/C WITH GROUND NO. 2/0 AWG (OR SMALLER) ALUMINUM OR COPPER CONDUCTOR ALUMINUM OR STEEL JACKETED
ARMORED CABLE# + OR METAL-CLAD CABLE+.
AFC CABLE SYSTEMS INC
ENCORE WIRE CORP
B.TWO OR MORE TWISTED COPPER CONDUCTORS NO. 6 AWG (OR SMALLER) POWER LIMITED CIRCUIT CABLE+ WITH OR
WITHOUT A JACKET UNDER A METAL ARMOR.
AFC CABLE SYSTEMS INC
C.TWO OR MORE TWISTED COPPER CONDUCTORS NO. 10 AWG (OR SMALLER) POWER LIMITED FIRE ALARM CABLE+ WITH OR
WITHOUT A JACKET UNDER A METAL ARMOR.
AFC CABLE SYSTEMS INC
D.MAX TWO TWISTED COPPER CONDUCTORS NO. 12 AWG (OR SMALLER) NON POWER LIMITED FIRE ALARM CABLE+ WITH OR
WITHOUT A JACKET UNDER A METAL ARMOR.
AFC CABLE SYSTEMS INC
3.FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 3/4 IN. (19 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS,
FLUSH WITH THE TOP SURFACE OF THE FLOOR OR CHASE WALL SOLE PLATE. MIN 5/8 IN. (16 MM) THICKNESS OF FILL MATERIAL
APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTTOM SURFACE OF CEILING OR CHASE WALL TOP PLATE. AT POINT CONTACT,
MIN 1/4 IN. (6 MM) DIAM BEAD OF FILL MATERIAL APPLIED AT CABLE BUNDLE/SUBFLOOR OR CHASE WALL SOLE PLATE
INTERFACE AND AT CABLE BUNDLE/CEILING OR CHASE WALL TOP PLATE INTERFACE.
SPECIFIED TECHNOLOGIES INC - SPECSEAL LCI SEALANT
+BEARING THE UL LISTING MARK
**INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR
CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
3
Section A-A
2 1A3
1C
3
2
1B
A
A
SYSTEM NO. F-C-2032
F RATING - 1 HR
T RATINGS - 0, 1/4, 3/4 AND 1 HR (SEE ITEM 2)
L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT
L RATING AT 400 F - LESS THAN 1 CFM/SQ FT
1.FLOOR - CEILING ASSEMBLY - THE 1 HR FIRE-RATED SOLID OR TRUSSED LUMBER JOIST FLOOR-CEILING ASSEMBLY SHALL BE
CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN INDIVIDUAL L500 SERIES FLOOR-CEILING DESIGNS IN THE
UL FIRE RESISTANCE DIRECTORY. THE GENERAL CONSTRUCTION DETAILS OF THE FLOOR-CEILING ASSEMBLY ARE
SUMMARIZED BELOW:
A.FLOORING SYSTEM - LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING
MIXTURE* AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN. MAX DIAM OF FLOOR OPENING IS 4 IN. (102 MM).
B.WOOD JOISTS - NOM 2 BY 10 IN. (51 BY 254 MM) LUMBER JOISTS SPACED 16 IN. (406 MM) OC WITH NOM 1 BY 3 IN. (25 BY 76
MM) LUMBER BRIDGING AND WITH ENDS FIRESTOPPED. AS AN ALTERNATE TO LUMBER JOISTS, NOM 10 IN. (254 MM) DEEP
(OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES OR STRUCTURAL WOOD MEMBERS*
WITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED.
C.FURRING CHANNELS - (NOT SHOWN) - RESILIENT GALV STEEL FURRING INSTALLED PERPENDICULAR TO WOOD JOISTS (ITEM
1B) BETWEEN GYPSUM BOARD (ITEM 1D) AND WOOD JOISTS AS REQUIRED IN THE INDIVIDUAL FLOOR-CEILING DESIGN.
D.GYPSUM BOARD* - NOM 4 FT (1.2 M) WIDE BY 5/8 IN. (16 MM) THICK AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN.
GYPSUM BOARD SECURED TO WOOD JOISTS OR FURRING CHANNELS AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING
DESIGN. MAX DIAM OF CEILING OPENING IS 4 IN. (102 MM).
1.1 CHASE WALL - (OPTIONAL. NOT SHOWN) - THE THROUGH PENETRANT (ITEM NO. 2) MAY BE ROUTED THROUGH A FIRE RATED OR
NON FIRE RATED SINGLE, DOUBLE OR STAGGERED WOOD STUD/GYPSUM BOARD CHASE WALL. WHEN FIRE RATED THE CHASE
WALL SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND
PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION
FEATURES:
A.STUDS - NOM 2 BY 4 IN. (51 BY 102 MM), 2 BY 6 IN. (51 BY 152 MM) OR DOUBLE 2 BY 4 IN. (51 BY 102 MM) LUMBER STUDS.
B.SOLE PLATE - NOM 2 BY 4 IN. (51 BY 102 MM), 2 BY 6 IN. (51 BY 152 MM) OR PARALLEL 2 BY 4 IN. (51 BY 102 MM) LUMBER
PLATES, TIGHTLY BUTTED.
C.TOP PLATE - THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 4 IN. (51 BY 102 MM) OR 2 BY 6 IN. (51 BY 152 MM) OR
TWO SETS OF PARALLEL 2 BY 4 IN. (51 BY 102 MM) LUMBER PLATES, TIGHTLY BUTTED. MAX DIAM OF OPENING IS 4 IN. (102
MM).
D.GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN INDIVIDUAL WALL
AND PARTITION DESIGN.
2.THROUGH-PENETRANTS - ONE NONMETALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED WITHIN THE FIRESTOP SYSTEM.
DIAM OF OPENINGS HOLE-SAWED THROUGH FLOORING SYSTEM AND THROUGH GYPSUM BOARD CEILING TO BE 1/4 TO 1-5/8 IN.
(6 TO 41 MM) LARGER THAN THE OUTSIDE DIAM OF THROUGH-PENETRANT. PIPE, CONDUIT OR TUBING TO BE RIGIDLY
SUPPORTED ON BOTH SIDES OF THE FLOOR-CEILING ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES,
CONDUITS OR TUBING MAY BE USED:
A.POLYVINYL CHLORIDE (PVC) PIPE - NOM 2 IN. (51 MM) DIAM (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE PVC PIPE
FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. THE T RATING FOR THE
FIRESTOP SYSTEM WHEN THIS PENETRANT IS USED IS 1 HR EXCEPT THAT WHEN NOM DIAM OF PIPE EXCEEDS 1 IN. (25 MM),
THE T RATING IS 1/4 HR.
B.RIGID NONMETALLIC CONDUIT (RNC)+ - NOM 2 IN. (51 MM) DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN
ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE (NFPA NO. 70). THE T RATING FOR THE FIRESTOP
SYSTEM WHEN THIS PENETRANT IS USED IS 1 HR EXCEPT THAT WHEN NOM DIAM OF PIPE EXCEEDS 1 IN. (25 MM), THE T
RATING IS 1/4 HR.
C.CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. (51 MM) DIAM (OR SMALLER) SDR 17 CPVC PIPE FOR USE IN
CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. THE T RATING FOR THE FIRESTOP
SYSTEM WHEN THIS PENETRANT IS USED IS 1 HR EXCEPT THAT WHEN NOM DIAM OF PIPE EXCEEDS 1 IN. (25 MM), THE T
RATING IS 1/4 HR.
D.ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE - NOM 2 IN. (51 MM) DIAM (OR SMALLER) SCHEDULE 40 CELLULAR OR SOLID
CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. THE T
RATING FOR THE FIRESTOP SYSTEM WHEN THIS PENETRANT IS USED IS 0 HR.
E.POLYBUTYLENE (PB) PIPE - NOM 1 IN. (25 MM) DIAM (OR SMALLER) SDR 11 PB PIPE FOR USE IN CLOSED (PROCESS OR
SUPPLY) PIPING SYSTEMS. THE T RATING FOR THE FIRESTOP SYSTEM WHEN THIS PENETRANT IS USED IS 1 HR.
F.CROSS LINKED POLYETHYLENE ALUMINUM-CROSS LINKED POLYETHYLENE (PEX AL-PEX) TUBING - NOM 1 IN. (25 MM) DIAM
(OR SMALLER) SDR 5 PEX-AL-PEX TUBING FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. THE T RATING FOR
THE FIRESTOP SYSTEM WHEN THIS PENETRANT IS USED IS 3/4 HR.
G.CROSS LINKED POLYETHYLENE (PEX) TUBING - NOM 2 IN. (51 MM) DIAM (OR SMALLER) SDR 9 PEX TUBING FOR USE IN
CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. THE T RATING FOR THE FIRESTOP SYSTEM WHEN THIS PENETRANT IS
USED IS 1 HR.
H.ELECTRICAL NONMETALLIC TUBING (ENT)+ - NOM 2 IN. (51 MM) DIAM (OR SMALLER) PVC TUBING INSTALLED IN ACCORDANCE
WITH ARTICLE 331 OF THE NATIONAL ELECTRICAL CODE (NFPA NO. 70). THE T RATING FOR THE FIRESTOP SYSTEM WHEN
THIS PENETRANT IS USED IS 1 HR EXCEPT THAT WHEN NOM DIAM OF TUBE EXCEEDS 1 IN. (25 MM), THE T RATING IS 1/4 HR.
I.CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. (51 MM) DIAM (OR SMALLER) SCHEDULE 80 CPVC PIPE FOR USE
IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS.
WHEN 2A, 2B, 2C, 2E, 2F, 2G, 2H OR 2I IS USED, THE ANNULAR SPACE SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 1-5/8 IN. (41
MM). WHEN 2D IS USED, THE ANNULAR SPACE SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 1 IN. (25 MM) EXCEPT THAT
WHEN NOM PIPE DIAM EXCEEDS 1-1/2 IN. (38 MM), THE MAX ANNULAR SPACE IS 5/8 IN. (16 MM).
3.FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 3/4 IN. (19 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS ON
TOP SURFACE OF FLOOR. MIN 5/8 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS ON BOTTOM SURFACE OF
CEILING OR LOWER TOP PLATE OF CHASE WALL ASSEMBLY. ADDITIONAL FILL MATERIAL TO BE INSTALLED SUCH THAT A MIN 1/8
IN. (3 MM) CROWN IS FORMED AROUND THE THROUGH PENETRANT ON BOTTOM SURFACE OF CEILING OR LOWER PLATE OF
CHASE WALL ASSEMBLY.
SPECIFIED TECHNOLOGIES INC - SPECSEAL SERIES SSS SEALANT, R SPECSEAL LCI SEALANT, OR TYPE WF300 FIRESTOP CAULK
+BEARING THE UL LISTING MARK
*BEARING THE UL CLASSIFICATION MARKING
PIPE, CONDUIT, ALUMINUM OR TUBING
02_H_BB_ULFC2032 _SINGLE NON-METALLIC 2" PIPE_1HR SCALE: 1 1/2" = 1'-0"
FIRE RESISTANCE LISTING:
U.L. DESIGN NO.
F-C-2032
FIRE RATING:
1-HR
2
3
1A
1B
3 2
1C 3
1.FLOOR - CEILING ASSEMBLY - THE 1 HR FIRE-RATED WOOD JOIST FLOOR-CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE
MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL L500 DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY. THE 2
HR FIRE-RATED WOOD JOIST FLOOR-CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER
SPECIFIED IN DESIGN NOS. L505, L511 OR L536 IN THE UL FIRE RESISTANCE DIRECTORY. THE F AND FH RATINGS OF THE
FIRESTOP SYSTEM ARE EQUAL TO THE FIRE RATING OF THE FLOOR-CEILING ASSEMBLY. THE GENERAL CONSTRUCTION
FEATURES OF THE FLOOR ASSEMBLY ARE SUMMARIZED BELOW:
A.FLOORING SYSTEM - LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING
MIXTURE* AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN. DIAM OF OPENING TO BE MAX 1 IN. (25 MM) LARGER
THAN DIAM OF PIPE. AS AN ALTERNATE, THE OPENING MAY BE SQUARE-CUT WITH A MAX DIMENSION 1 IN. (25 MM) GREATER
THAN THE DIAM OF THE PIPE.
B.WOOD JOISTS - NOM 10 IN. (254 MM) DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS,
TRUSSES OR STRUCTURAL WOOD MEMBERS* WITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED.
C.GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS REQUIRED IN THE INDIVIDUAL
FLOOR-CEILING DESIGN. DIAM OF OPENING TO BE MAX 1 IN. (25 MM) GREATER THAN DIAM OF PIPE.
D.FURRING CHANNEL - (NOT SHOWN) - IN 2 HR FIRE-RATED ASSEMBLIES, RESILIENT GALV STEEL FURRING CHANNELS
INSTALLED PERPENDICULAR TO WOOD JOISTS BETWEEN BASE AND FACE LAYERS OF GYPSUM BOARD (ITEM C). FURRING
CHANNELS SPACED MAX 24 IN. (610 MM) OC WITH ADDITIONAL SHORT LENGTHS OF FURRING CHANNEL INSTALLED ADJACENT
TO AND MAX 3 IN. (76 MM) FROM TWO OPPOSING SIDES OF PENETRANT.
1A. CHASE WALL - (OPTIONAL, NOT SHOWN) - THE THROUGH PENETRANT (ITEM 2) MAY BE ROUTED THROUGH A SINGLE, DOUBLE
OR STAGGERED WOOD STUD/GYPSUM BOARD CHASE WALL. DEPTH OF CHASE WALL STUD CAVITY TO BE MIN 1 IN. (25 MM)
GREATER THAN THE DIAMETER OF THE THROUGH PENETRANT (ITEM 2). THE CHASE WALL SHALL INCLUDE THE FOLLOWING
CONSTRUCTION FEATURES:
A.STUDS - NOM 2 BY 4 IN. (51 BY 102 MM), 2 BY 6 IN. (51 BY 152 MM) OR DOUBLE NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER STUDS.
B.SOLE PLATE - NOM 2 BY 4 IN. (51 BY 102 MM), 2 BY 6 IN. (51 BY 152 MM) OR PARALLEL 2 BY 4 IN. (51 BY 102 MM) LUMBER
PLATES, TIGHTLY BUTTED. DIAM OF OPENING IS TO BE MAX 1 IN. (25 MM) LARGER THAN DIAM OF PIPE. AS AN ALTERNATE,
THE OPENING MAY BE SQUARE-CUT WITH A MAX DIMENSION 1 IN. (25 MM) GREATER THAN THE DIAM OF THE PIPE. PLATES
MAY BE DISCONTINUOUS OVER OPENING, TERMINATING AT TWO OPPOSING EDGES OF OPENING. MAX LENGTH OF
DISCONTINUITY IS 5-1/2 IN. (140 MM).
C.TOP PLATE - THE SINGLE OR DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 4 IN. (51 BY 102 MM), OR ONE OR TWO
NOM 2 BY 6 IN. (51 BY 152 MM), OR ONE OR TWO SETS OF PARALLEL 2 BY 4 IN. (51 BY 102 MM), LUMBER PLATES, TIGHTLY
BUTTED. DIAM OF OPENING IS TO BE MAX 1 IN. (25 MM) LARGER THAN DIAM OF PIPE. AS AN ALTERNATE, THE OPENING MAY
BE SQUARE-CUT WITH A MAX DIMENSION 1 IN. (25 MM) GREATER THAN THE DIAM OF THE PIPE. PLATES MAY BE
DISCONTINUOUS OVER OPENING, TERMINATING AT TWO OPPOSING EDGES OF OPENING. MAX LENGTH OF DISCONTINUITY IS
5-1/2 IN. (140 MM).
D.STEEL PLATE - WHEN LUMBER PLATES ARE DISCONTINUOUS, NOM 1-1/2 IN. (38 MM) WIDE NO. 20 GAUGE (OR HEAVIER) GALV
STEEL PLATES SHALL BE INSTALLED TO CONNECT DISCONTINUOUS LUMBER PLATES AND TO PROVIDE A FORM FOR THE FILL
MATERIAL. STEEL PLATES SIZED TO LAP 2 IN. (51 MM) ONTO EACH DISCONTINUOUS LUMBER PLATE AND SECURED TO
LUMBER PLATES WITH STEEL SCREWS OR NAILS.
E.GYPSUM BOARD* - MIN. 1./2 IN. THICK RATED OR NON-RATED GYPSUM BOARD.
2.THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR
ECCENTRICALLY WITHIN THE OPENING. ANNULAR SPACE TO BE MIN 0 IN. (POINT CONTACT) TO MAX 1 IN. (0 TO 25 MM).
PENETRANT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR-CEILING ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF
METALLIC PIPE, CONDUIT OR TUBING MAY BE USED:
A.STEEL PIPE - NOM 4 IN. (102 MM) DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE.
B.IRON PIPE - NOM 4 IN. (102 MM) DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.
C.CONDUIT - NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL CONDUIT, STEEL ELECTRICAL METALLIC TUBING OR FLEXIBLE
STEEL CONDUIT.
D.COPPER PIPE OR TUBE - NOM 4 IN. (102 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE OR TYPE L (OR
HEAVIER) COPPER TUBE.
THE T, FT AND FTH RATINGS ARE 1/4 HR WHEN COPPER PIPE OR TUBE IS USED IN 1 HR FIRE-RATED ASSEMBLIES. THE T, FT
AND FTH RATINGS ARE 1/2 HR WHEN COPPER PIPE OR TUBE IS USED IN 2 HR FIRE-RATED ASSEMBLIES. WHEN STEEL PIPE,
IRON PIPE, STEEL CONDUIT OR FLEXIBLE METAL PIPING (ITEM 2A) IS USED, T, FT AND FTH RATINGS ARE 1 HR.
2A. THROUGH PENETRATING PRODUCT* - FLEXIBLE METAL PIPING - AS AN ALTERNATE TO ITEM 2, ONE NOM 2 IN. (51 MM) DIAM (OR
SMALLER) STEEL FLEXIBLE METAL PIPE TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP
SYSTEM. ANNULAR SPACE TO BE MIN 0 IN. (POINT CONTACT) TO MAX 1 IN. (0 TO 25 MM). PENETRANT TO BE RIGIDLY SUPPORTED
ON BOTH SIDES OF FLOOR-CEILING ASSEMBLY.
OMEGA FLEX INC
GASTITE, DIV OF TITEFLEX
WARD MFG L L C
3.FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 3/4 IN. (19 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS,
FLUSH WITH THE TOP SURFACE OF THE FLOOR OR SOLE PLATE. MIN 5/8 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED
WITHIN THE ANNULUS, FLUSH WITH BOTTOM SURFACE OF CEILING OR TOP PLATE. MIN 1/4 IN. (6 MM) DIAM BEAD OF FILL
MATERIAL APPLIED AT POINT CONTACT LOCATION ON THE TOP SURFACE OF FLOOR OR SOLE PLATE AND AT THE
PENETRANT/CEILING OR TOP PLATE INTERFACE.
SPECIFIED TECHNOLOGIES INC - SPECSEAL LCI SEALANT OR TYPE WF300 FIRESTOP CAULK
*INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR
CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
PIPE, CONDUIT, OR TUBING
02_H_BB_ULFC1074 _SINGLE METALLIC 4" OR SCALE: 1 1/2" = 1'-0"
FIRE RESISTANCE LISTING:
U.L. DESIGN NO.
F-C-1074
FIRE RATING:
1-2HR
FLEX PIPE_1-2HR
System No. F-C-1074
ANSI/UL1479 (ASTM E814)
F Ratings - 1 Hr and 2 Hr (See Item 1)
T Ratings - 1/4, 1/2 and 1 Hr (See Item 2)
L Rating At Ambient - Less Than 1 CFM/sq ft
L Rating At 400 F - Less Than 1 CFM/sq ft
CAN/ULC S115
F Ratings - 1 Hr and 2 Hr (See Item 1)
FT Ratings - 1/4, 1/2 and 1 Hr (See Item 2)
FH Ratings - 1 Hr and 2 Hr (See Item 1)
FTH Ratings - 1/4, 1/2 and 1 Hr (See Item 2)
L Rating At Ambient - Less Than 5.1 L/s/m2
L Rating At 400 F - Less Than 5.1 L/s/m2
DRAIN PIPE
02_H_BB_ULFC7060_STEEL DUCT 6" OR SMALLER SCALE: 1 1/2" = 1'-0"
FIRE RESISTANCE LISTING:
U.L. DESIGN NO.
F-C-2156
FIRE RATING:
1 HR
SYSTEM NO. F-C-2156
F RATING - 1 HR
T RATING - 1 HR
1.FLOOR-CEILING ASSEMBLY - THE 1 HR FIRE-RATED SOLID OR TRUSSED LUMBER JOIST FLOOR-CEILING ASSEMBLY SHALL BE
CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES FLOOR-CEILING DESIGNS
IN THE UL FIRE RESISTANCE DIRECTORY. THE GENERAL CONSTRUCTION FEATURES OF THE FLOOR-CEILING ASSEMBLY ARE
SUMMARIZED BELOW:
A.FLOORING SYSTEM - LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR
TOPPING MIXTURE* AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN. RECTANGULAR CUTOUT IN FLOORING TO
ACCOMODATE THE BATHTUB DRAIN PIPING (ITEM 2) TO BE MAX 8 IN. BY 12 IN. CUTOUT TO BE PATCHED ON UNDERSIDE OF
SUBFLOOR USING ONE LAYER OF MIN 3/4 IN. THICK PLYWOOD OR MIN 5/8 IN. THICK GYPSUM WALLBOARD (ITEM 1C) SIZED
TO LAP MIN 2 IN. BEYOND EACH EDGE OF RECTANGULAR CUTOUT. DIAM OF OPENING HOLE-SAWED THROUGH PATCH TO
ACCOMODATE DRAIN PIPING (ITEM 2) TO BE 1 IN. LARGER THAN OUTSIDE DIAM OF DRAIN PIPING AND POSITIONED SUCH
THAT DRAIN PIPING IS CENTERED IN OPENING. PATCH SPLIT INTO TWO PIECES AT OPENING HOLE-SAWED FOR BATHTUB
DRAIN PIPING. TWO PIECES POSITIONED AROUND DRAIN PIPING, WITH CUT EDGES TIGHTLY BUTTED, AND
SCREW-ATTACHED TO UNDERSIDE OF SUBFLOOR WITH 1-1/4 IN. LONG TYPE S STEEL SCREWS SPACED MAX 6 IN. OC.
B.WOOD JOISTS* - NOM 10 IN. DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS,
TRUSSES OR STRUCTURAL WOOD MEMBERS* WITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED.
C.GYPSUM BOARD* - NOM 4 FT. WIDE BY 5/8 IN. THICK, ATTACHED AS DESCRIBED IN THE INDIVIDUAL FLOOR-CEILING
DESIGN.
2.DRAIN PIPING - NOM 1-1/2 IN. DIAM (OR SMALLER) SCHEDULE 40 CELLULAR OR SOLID CORE POLYVINYL CHLORIDE (PVC)
ACRYLONITRILE BUTADIENE STYRENE (ABS), OR SDR17 CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE AND DRAIN FITTINGS
CEMENTED TOGETHER AND PROVIDED WITH PVC, ABS OR CPVC BATHTUB WASTE/OVERFLOW FITTINGS. THE ANNULAR SPACE
SHALL BE A MIN 3/8 IN. TO MAX 5/8 IN.
3.FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. DEPTH OF FILL MATERIAL APPLIED WITHIN ANNULAR SPACE,
FLUSH WITH BOTH SURFACES OF PLYWOOD OR GYPSUM WALLBOARD PATCH.
SPECIFIED TECHNOLOGIES INC - SPECSEAL SERIES SSS SEALANT OR SPECSEAL LCI SEALANT
* BEARING THE UL CLASSIFICATION MARK
1C
1A 3
1B
2
1
37111519
1721
23
13 9 5STEEL DUCT
02_H_BB_ULCAJ7040_STEEL DUCT_2HR_Concrete SCALE: N.T.S.
FIRE RESISTANCE LISTING:
U.L. DESIGN NO.
C-AJ-7040
FIRE RATING:
2-HR
SYSTEM NO. C-AJ-7040
F RATING - 2 HR
T RATING - 1/4 HR
1. FLOOR ASSEMBLY - MIN 4-1/2 IN. (114 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF OR 1600-2400 KG/M3)
CONCRETE FLOOR. FLOOR MAY ALSO BE CONSTRUCTED OF ANY MIN 6 IN. (152 MM) THICK HOLLOW-CORE PRECAST CONCRETE UNITS*. WALL
MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF OPENING IS 10 IN. (254 MM). MAX DIAM OF OPENING IN
FLOORS CONSTRUCTED OF HOLLOW-CORE CONCRETE IS 7 IN. (178 MM).
SEE CONCRETE BLOCKS (CAZT) OR PRECAST CONCRETE UNITS (CFTV) CATEGORIES IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF
MANUFACTURERS.
2. STEEL SLEEVE - (OPTIONAL) - NOM 14 IN. (356 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE CAST OR GROUTED INTO FLOOR
OR WALL ASSEMBLY. STEEL SLEEVE MAY BE INSTALLED FLUSH OR MAY PROJECT A MAX OF 2 IN. (51 MM) BEYOND THE FLOOR OR WALL
SURFACES.
3. STEEL DUCT - ONE NOM 12 IN. (305 MM) DIAM (OR SMALLER) GALV STEEL DUCT. STEEL GAUGE OF DUCT SHALL CONFORM WITH SMACNA
REQUIREMENTS. STEEL DUCT TO BE INSTALLED ECCENTRICALLY OR CONCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE
BETWEEN THE STEEL DUCT AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 2 IN. (51 MM). STEEL DUCT TO
BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR OR WALL ASSEMBLY.
4. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:
A. PACKING MATERIAL - MIN 3 IN. (76 MM) THICKNESS OF MIN 4 PCF (64 KG/M3) MINERAL WOOL BATT INSULATION COMPRESSED AND TIGHTLY
PACKED INTO OPENING. PACKING MATERIAL RECESSED FROM TOP SURFACE OF FLOOR OR BOTH SURFACES OF WALL OR PRECAST
CONCRETE UNITS TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. WHEN STEEL SLEEVE PROJECTS FROM TOP OF FLOOR
OR FROM BOTH SIDES OF WALL, THE THICKNESS OF MINERAL WOOL BATT PACKING MATERIAL SHOULD BE INCREASED BY AN AMOUNT
EQUAL TO THE DISTANCE THAT THE SLEEVE EXTENDS PAST THE FLOOR OR WALL SURFACE.
B. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 1/2 IN. (13 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH TOP
SURFACE OF FLOOR ASSEMBLY OR TOP EDGE OF STEEL SLEEVE. IN WALLS, MIN 1/2 IN. (13 MM) THICKNESS OF FILL MATERIAL APPLIED
FLUSH WITH BOTH SURFACES OF WALL ASSEMBLY OR BOTH ENDS OF STEEL SLEEVE. IN FLOORS CONSTRUCTED OF HOLLOW-CORE
PRECAST CONCRETE UNITS, FILL MATERIAL INSTALLED SYMMETRICALLY ON BOTH SIDES OF FLOOR. AT POINT CONTACT LOCATION, MIN 1/4
IN. (6 MM) DIAM BEAD OF FILL MATERIAL INSTALLED AT STEEL DUCT/CONCRETE OR STEEL DUCT/STEEL SLEEVE INTERFACE ON TOP
SURFACE OF FLOOR OR BOTH SURFACES OF WALL OR PRECAST CONCRETE UNITS.
SPECIFIED TECHNOLOGIES INC - SPECSEAL LCI SEALANT
*INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR CUL
CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
3
4B 12
4A
3
2 4A
4B
STEEL DUCT
02_H_BB_ULCAJ7041_STEEL DUCT_2HR_Concrete SCALE: N.T.S.
FIRE RESISTANCE LISTING:
U.L. DESIGN NO.
C-AJ-7041
FIRE RATING:
2-HR
2
3C
3B 1
3A
2
3C
3A
3B
SYSTEM NO. C-AJ-7041
F RATING - 2 HR
T RATING - 0 HR
L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT.
L RATING AT 400 F - LESS THAN 1 CFM/SQ FT.
1. FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. (114 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF OR
1600-2400 KG/M3) CONCRETE FLOOR. WHEN LC150 OR LE600 SEALANT (ITEM 3B) IS USED, THE MIN WALL THICKNESS IS 5 IN. (127
MM). WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS* MAX AREA OF OPENING IS 1024 SQ IN. (0.66
M3) WITH A MAX DIMENSION OF 32 IN. (81 CM).
SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS.
2. STEEL DUCT - NOM 30 BY 30 IN. (76 BY 76 CM) (OR SMALLER) NO. 24 GA (OR HEAVIER) GALV STEEL DUCT INSTALLED
ECCENTRICALLY OR CONCENTRICALLY WITHIN OPENING. STEEL GAUGE OF DUCT SHALL CONFORM WITH SMACNA
REQUIREMENTS. ANNULAR SPACE BETWEEN DUCT AND PERIPHERY OF OPENING TO BE MIN 1/4 IN. TO MAX 1-3/4 IN. DUCT TO BE
RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR OR WALL ASSEMBLY.
3. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:
A. PACKING MATERIAL - MIN 4 PCF (64 KG/M3) MINERAL WOOL BATT INSULATION COMPRESSED AND TIGHTLY PACKED TO MIN 3
IN. (76 MM) THICKNESS. PACKING MATERIAL RECESSED FROM TOP SURFACE OF FLOOR OR BOTH SURFACES OF WALL AS
REQUIRED TO ACCOMMODATE FILL MATERIAL (ITEM 3B).
B. FILL VOID OR CAVITY MATERIALS* - SEALANT - MIN 1/2 IN. (13 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE
ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR ASSEMBLY OR BOTH SURFACES OF WALL ASSEMBLY. WHEN LC150 OR LE600
SEALANT IS USED, THE MIN SEALANT THICKNESS IS 1 IN. (25 MM).
SPECIFIED TECHNOLOGIES INC - SPECSEAL LCI SEALANT, SPECSEAL LC150 SEALANT, OR SPECSEAL LE600 SEALANT.
C. RETAINING ANGLES - MIN 16 GA (0.059 IN. OR 1.5 MM) GALV STEEL ANGLES SIZED TO LAP DUCT A MIN OF 2 IN. (51 MM) AND LAP
PERIPHERY OF OPENING A MIN OF 1 IN. (25 MM). ANGLES ATTACHED TO ALL FOUR SIDES OF STEEL DUCT ON TOP SURFACE OF
FLOOR OR BOTH SURFACES OF WALL WITH NO. 10 (OR LARGER) STEEL SHEET METAL SCREWS SPACED 1 IN. (25 MM) FROM
EACH END AND MAX 4 IN. (102 MM) OC.
*INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR
CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
1
1
HOLD- 829 N
Garfield St1/15/2025
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
82
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Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
GA
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Address:
Ren.11/30/25
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No. C37490
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A RCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
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VVS Estates, LLC
Vanita Soni PuriAttn:
5
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EXTERIOR DETAILS
A910
14
3
4
REINFORCED @ REENTRANT CORNERS
SCALE: 3"=1'-0"FILE NAME:
EXTERIOR CEMENT PLASTER O/ WIRE
LATH O/ W.R.B.
FLASHING SCREED OR SOFFIT DRIP AS
REQUIRED AT OPENING; SEE
REFERENCED DOOR, WINDOW OR
WALL OPENING DETAIL FOR TYPE.
EXTEND SCREED OR DRIP 2" PAST
OPENING UNLESS NOTED OTHERWISE.
MINIMUM 12" SQUARE EXPANDED
METAL LATH REINFORCEMENT AT
OPENING. PROVIDE AT ALL DOOR,
WINDOW AND OPENING CORNERS
WHERE CONTROL JOINTS DO NOT
OCCUR. WIRE TIE PATCHING LATH TO
WIRE LATH AT 4" O.C. INCREMENTS
DOOR,
WINDOW
OR WALL
OPENING
2"1'
-
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6"
1'-0"
EXTERIOR DETAIL NOTES
SCALE: N.T.S.FILE NAME:
NOTE:
EXPANSION / CONTROL JOINTS SHALL BE INSTALLED TO COMPLY WITH ASTM C1063. JOINTS IN WALLS
SHALL DELINEATE AREAS NOT MORE THAN 144 SQUARE FEET AND CEILINGS NOT MORE THAN 100
SQUARE FEET. THE MAXIMUM DISTANCE BETWEEN JOINTS SHALL BE 18 FEET IN EITHER DIRECTION OR
A LENGTH TO WIDTH RATIO NOT EXCEEDING 2 1/2 : 1. LATH SHALL NOT BE CONTINUOUS THROUGH
CONTROL JOINTS BUT SHALL BE STOPPED AND WIRE TIED AT EACH SIDE.
W.R.B.WEATHER RESISTIVE BARRIER (W.R.B.) BY HENRY CO. BUILDING ENVELOPE SYSTEMS.
SUPER JUMBO TEX 60 MIN BLDG. PAPER O/ WEATHERSMART HOUSEWRAP AIR BARRIER.
PER 2022 CRC SEC. R703.7.3.1, MIN. REQ. SHALL BE 2 LAYERS OF 10-MIN. GRADE "D" PAPER.
FLASHING MULTI-LAYERED COMPOSITE POLYOLEFIN FLASHING 12" WIDE (U.N.O.)
FORTIFIBER MOISTOP NEXT OR APPROVED EQUAL
SEALANT POLYURETHANE SEALANT FORTIFIBER MOISTOP SEALANT OR APPROVED EQUAL.
AT A MINIMUM, EXPOSED SEALANT SHALL BE CHECKED ANNUALLY AND MAINTAINED
PER MANUFACTURERS RECOMMENDATION TO MAINTAIN A WATER TIGHT SEAL.
SELF ADHESIVE, HEALING FLASHING (S.A.F.) 12" WIDE (U.N.O.) 25 MIL (U.N.O.)
FORTIFIBER FORTIFLASH OR APPROVED EQUAL. ADHERE S.A.F. TO CLEAN, DUST
FREE BACKING USING CHEMICALLY COMPATIBLE MATERIALS AND/OR PRIMERS.
PROVIDE SOLID WOOD BACKING OR SHEATHING BEHIND ALL AREAS TO RECEIVE
SELF ADHESIVE, HEALING FLASHING.
WIRE LATH HEXAGONAL WOVEN-WIRE-FABRIC LATH WITH 1 1/2" OPENINGS OF 17-GAGE
GALVANIZED WIRE OR 1" OPENINGS OF 18-GAGE WIRE. USE SELF-FURRING RUST
RESISTANT NAILS OR SELF-FURRING DEVICES TO KEEP REINFORCING LATH AT
LEAST 1/4" AWAY FROM THE SUPPORTS. USE POWER ACTUATED FASTENERS WHEN
LATH IS APPLIED TO CONCRETE OR C.M.U. WALLS.
EXPANDED
METAL LATH
WITH DIAMOND-MESH TO WEIGH A MINIMUM 1.5 LB. PER YARD FOR USE ON WALLS
AND A MINIMUM 3.4 LB. PER YARD FOR USE ON CEILINGS.
GSM FLASHING GSM FLASHING METAL SHALL BE SHOP FABRICATED USING A MINIMUM 26 GA.
BONDERIZED GALVANIZED SHEET METAL WITH SOLDERED JOINTS U.N.O.. STUCCO
ACCESSORIES SHALL BE CEMCO WATER MANAGEMENT SERIES, 25 GA. MATERIAL
WITH A G-90 GALVANIZED COATING OR ARCHITECT APPROVED EQUAL, UNLESS
NOTED OTHERWISE.
BOND BREAKER POLYETHYLENE TAPE TO BE USED AS BOND BREAKER, REQUIRED BETWEEN
ACRYLIC PLASTER AND PAINT FINISHES AND ALL WEEPING SOLID LEG FLASHING.
TAPE SHOULD RUN FROM THE SOLID VERTICAL LEG TO 1/8" FROM FRONT EDGE.
ANY APPLIED FINISHE THAT CREATES A BOND BETWEEN THE PLASTER AND METAL
SHALL BE BROKEN WITH UTILITY KNIFE AND SHALL BE MAINTAINED AS SUCH.
S.A.F.
2
TYPICAL EXTERIOR CEMENT PLASTER
SCALE: 3"=1'-0"FILE NAME:
SOFFIT
WALL
GALVANIZED EXPANDED METAL LATH APPROVED
FOR USE ON HORIZONTAL SURFACES, SPAN
RATED FOR STRUCTURAL MEMBER SPACING
WEATHER BARRIER / UNDERLAYMENT (W.R.B.) * :
1 LAYER BUILDING PAPER O/ 1 LAYER AIR BARRIER.
REFER TO DETAIL 4 ON THIS SHEET & NOTE BELOW.
EXTERIOR CEMENT PLASTER ASSEMBLY:
3 COAT PORTLAND CEMENT PLASTER
PER CBC CHAPTER 25.
WEATHER BARRIER / UNDERLAYMENT * :
1 LAYER BUILDING PAPER O/ 1 LAYER
AIR BARRIER. REFER TO DETAIL 4 / -.
GALVANIZED METAL LATH APPROVED
FOR USE ON VERTICAL SURFACES.
VERIFY PLASTER FINISH w/
ARCHITECT. TEXTURE TO MATCH
PLASTER OF (E) S.F. RESIDENCE.
SCRATCH COAT
BROWN COAT
FINISH COAT
LINE OF FRAMING /
SUBSTRATE
THIS DETAIL DESCRIBES TYPICAL GENERAL
ASSEMBLY COMPONENTS & INSTALLATION
PROCEDURE. REFER TO ACTUAL CONDITIONS &
KEYED DETAILS FOR DIMENSIONS, CONFIGURATIONS
& OTHER SPECIFICS OF THE WORK.
* NOTE RE: WEATHER RESISTIVE BARRIER (W.R.B.)
W.R.B. ( AS SPECIFIED ) IS INTENDED TO DELIVER
GREATER WATER RESISTANCE THAN REQ. BY CODE.
PER 2022 CRC SEC. R703.7.3.1, MIN. REQ. W.R.B.
SHALL BE 2 LAYERS OF 10-MIN. GRADE 'D' PAPER.
TYPICAL EXTERIOR PLASTER SYSTEM COMPONENTS
SCALE: 3" = 1'-0"FILE NAME:
SELF ADHESIVE FLASHING (S.A.F.)
BEHIND SHEET METAL FLASHING
FOR INTEGRATION WITH
ADJACENT WATERPROOFING/
ROOFING CONDITIONS
EXTERIOR GYPSUM SHEATHING
AND SHEAR PANELS PER WALL
TYPES AND STRUCTURAL
DRAWINGS
DRIP / WEEP SCREED
FINISH COATING SYSTEM
7/8" EXTERIOR CEMENT
PLASTER PER DETAIL 1 / -
WIRE METAL LATH
CONT SHEET METAL DRIP FLASHING,
PROVIDE END DAMS AT ALL DRIP
FLASHING TERMINATIONS UNO
W.R.B. (SEE DETAILS 1 & 4)
1 LAYER BUILDING PAPER
O/ 1 LAYER AIR BARRIER
3"
20
22
STUCCO WEEP SCREED
SCALE: 3"=1'-0"FILE NAME:
GYP. BD.
(WHERE
OCCURS)
SELF ADHERED FLEXIBLE
FLASHING O/ NO. 26 GA. G.S.M.
WEEP SCREED W/ 3-1/2"
FLANGE AT EXT. CEM. PLASTER
WALL FRAM'G
INSULATION
(WHERE OCCURS)
3-COAT EXTERIOR
CEMENT PLASTER
O/ WIRE LATH O/ W.R.B.
W.R.B. (MIN. 2 LAYERS OF
GRADE "D" BLDG. PAPER)
CONC.
SLAB
BLDG. SHT'G
(WHERE
OCCURS)
2"
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PRIMED BLDG.
SHT'G
G.S.M. FLASHING O/
PRE STRIP W/ S.A.F. BUTYL.
2"
CONCRETE PAVING
MI
N
.
SEAL STRIP
SLOPE
1/4" = 1'-0" MAX
1
-
STUCCO CONTROL JOINTS
SCALE: 3"=1'-0"FILE NAME:
2x SOLID BACKING REQUIRED WHEN
SHEATHING NOT PROVIDED WHERE
S.A.F. IS REQUIRED.
EXTERIOR CEMENT PLASTER
O/ WIRE LATH O/ W.R.B.
WALL FRAMING PER STRUCTURAL
DRAWINGS
SHEATHING MAY OCCUR
WIRE LATH O/ W.R.B. O/ 9" WIDE S.A.F.
O/ CEMCO #15 SOLID LEG CONTROL
JOINT OVER 9" WIDE FLASHING O/ W.R.B
CEMCO #15 SOLID LEG CONTROL
JOINT AT EACH FLOOR LEVEL, TYP.
CONTROL JOINT SHALL BE
CONTINUOUS, NOT INTERRUPTED BY
VERTICAL CONTROL JOINTS.
TOP OF FLOOR SHEATHING TYP.
2x SOLID BACKING REQUIRED AT
S.A.F. WHEN SHEATHING NOT
PROVIDED AT FLASHING
EXTERIOR CEMENT PLASTER
O/ WIRE LATH O/ W.R.B.
FLOOR FRAMING PER STRUCTURAL
DRAWINGS
WIRE TIE WIRE LATH TO BOTTOM
FLANGE OF CEMCO #15 JOINT; NO
NAILS, SCREWS OR STAPLES. WIRE
LATH TO BE CUT AND INSTALLED
WITHOUT CONNECTION TO WIRE
LATH ABOVE THE CONTROL JOINT.
CEMCO DOUBLE "J" CONTROL JOINT
(#XJ-15), TYPICAL AT ALL VERTICAL
LOCATIONS. INSTALL #XJ-15 OVER
THE CONTINUOUS SOLID LEG OF THE
CEMCO #15 JOINT.
CUT WIRE LATH AND WIRE TIE WIRE
LATH TO EACH FLANGE OF THE CEMCO
DOUBLE "J" CONTROL JOINT; NO NAILS,
SCREWS OR STAPLES ALLOWED SO
THAT THE CONTROL JOINT CAN EXPAND
AND CONTRACT.
CEMCO DOUBLE "J" CONTROL JOINT
(#XJ-15). INSTALL #XJ-15 OVER THE
CONTINUOUS LEG OF THE V VERTICAL
DOUBLE "J" CONTROL JOINT.
THE HORIZONTAL JOINT SHALL STAND
OFF 1/4" FROM THE VERTICAL JOINT ON
EACH SIDE TO ALLOW FOR MOVEMENT,
CAULK EACH SEPARATION
W.R.B. SHALL RUN CONTINUOUS
BEHIND ALL CEMCO DOUBLE "J"
CONTROL JOINTS.
FOR ADDITIONAL INFORMATION SEE DETAIL
BLOCKING AS REQUIRED TO PROVIDE
REQUIRED LATH ATTACHMENT TO
STRUCTURE
1/4"
4
-
1
-
EXTERIOR CEMENT PLASTER
O/ WIRE LATH O/ W.R.B.
CEILING FRAMING PER STRUCTURAL
DRAWINGS *
SHEATHING MAY OCCUR
WIRE TIE WIRE LATH TO CEMCO #30
CORNER EXPANSION JOINT O/ W.R.B
AND EXPANDED METAL LATH *
EXTERIOR CEMENT PLASTER
O/ WIRE LATH O/ W.R.B.
WALL FRAMING PER STRUCTURAL
DRAWINGS
SHEATHING MAY OCCUR
WIRE TIE WIRE LATH TO CEMCO #30
CORNER EXPANSION JOINT O/ W.R.B
EXPANDED METAL LATH *
WALL FRAMING PER STRUCTURAL
DRAWINGS
SHEATHING MAY OCCUR
EXTERIOR CEMENT PLASTER
O/ WIRE LATH O/ W.R.B.
WALL FRAMING PER STRUCTURAL
DRAWINGS
SHEATHING MAY OCCUR
CEMCO NO. 1-A CORNER BEAD
* IF SHEATHING IS APPLIED TO THE CEILING FRAMING, APPLY W.R.B BETWEEN THE SHEATHING AND
EXPANDED METAL LATH. CONTINUE CEILING W.R.B. DOWN AND OVER THE WALL W.R.B 2" MINIMUM.
FOR ADDITIONAL INFORMATION SEE DETAILS
STUCCO CORNERS
SCALE: 3"=1'-0"FILE NAME:
WALL/CEILING
INSIDE CORNER
WALL/WALL
OUTSIDE CORNER
WALL/WALL
INSIDE CORNER
4
-
2
-
SHEATHING PROTECTION
SCALE: 3"=1'-0"FILE NAME:
HARDSCAPE, SLOPE AWAY FROM
BUILDING, MAX 2% CROSS SLOPE
BUILDING SLAB / FOUNDATION
FRAMING PER STRUCTURAL
DRAWINGS (DOOR JAMB STUD)
CEMCO #7 EXTENDED FOUNDATION
SCREED, APPLY SEALANT BETWEEN
SCREED AND J-SERIES CASING BEAD
SHEATHING PER STRUCTURAL
SET PRESERVATIVE TREATED SILL
PLATE ON 3 CONTINUOUS BEADS OF
NON HARDENING CAULK
CEMCO J-SERIES CASING BEAD
(SHEATHING PROTECTION), HOLD 1/8"
OFF DOOR FRAME AND APPLY
SEALANT ALL AROUND BEAD TO
FRAME
2 CONTINUOUS BEADS OF SEALANT
2
1
/
2
"
1/2"
1/
2
"
1/2
"
1/4
"
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1
/
4
"
=
1
'
-
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"
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PRO
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2" A
B
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2"
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14
-
WALL PENETRATION w/ QUICKFLASH
SCALE: 3"=1'-0"FILE NAME:
SHEATHING MAY OCCUR
W.R.B. O/ "FLASHING PANEL" O/ W.R.B.
TUCKED BEHIND "FLASHING PANEL",
PROVIDE MINIMUM CUT OUT IN W.R.B.
AROUND PENETRATING ITEM.
EXTERIOR CEMENT PLASTER
O/ WIRE LATH O/ W.R.B.
WALL FRAMING PER STRUCTURAL
DRAWINGS
PENETRATING ELEMENT SEE MEP
AND/OR OTHER CONSTRUCTION
DOCUMENTS TO IDENTIFY NEED
W.R.B. FROM ABOVE O/ "FLASHING
PANEL" O/ W.R.B. TUCKED BEHIND
PANEL UP TO PENETRATING ITEM
2x SOLID BACKING REQUIRED AT
S.A.F. WHEN SHEATHING NOT
PROVIDED AT FLASHING
QUICKFLASH WEATHERPROOFING
PRODUCTS "FLASHING PANEL",
IDENTIFY THE PENETRATING ITEM
AND PROVIDE APPLICABLE FLASHING
PANEL. USE NON-CORRODING
ANCHORS
iF SQUARE OR RECTANGULAR PENETRATING ITEM CANNOT BE FLASHED USING
QUICKFLASH, FLASH PENITRATING ITEM USING COLLAR FLASHING PER DETAIL
WALL PENETRATION WITH COLLAR
SCALE: 3"=1'-0"FILE NAME:
PROVIDE 3/16" ROLLED OR ANGLED
STUCCO GROUND EDGE TO PERMIT
PLASTER TO KEY UNDERNEATH THE
EDGE FOR ADDED ADHESION
G.S.M. FLASHING METAL
INTEGRAL 7/8" STUCCO SCREED ALL
FOUR SIDES
4"
4"
4"
4"
PENETRATION OPENING TO BE 1"
WIDER AND TALLER THAN THE
PENETRATING ITEM TO ALLOW 1/2"
WIDE SEALANT JOINT ON ALL SIDES
OF PENETRATING ITEM
PENETR
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M
(
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P
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9
"
1/
2
"
1/
2
"
G.S.M. FLASHING COLLAR
W.R.B. O/ 9" WIDE S.A.F. O/ W.R.B
WIRE LATH O/ W.R.B. O/ COLLAR O/ 9"
WIDE S.A.F.
EXTERIOR CEMENT PLASTER
O/ WIRE LATH O/ W.R.B.
SHEATHING MAY OCCUR
2x SOLID BACKING REQUIRED WHEN
SHEATHING NOT PROVIDED WHERE
S.A.F. IS REQUIRED.
W.R.B. O/ 9" WIDE S.A.F. O/ FLASHING
COLLAR
SEALANT AND BACKER ROD; ALL
SIDES
PENETRATING ELEMENT SEE MEP
AND/OR OTHER CONSTRUCTION
DOCUMENTS TO IDENTIFY
PENETRATING ITEMS
WALL FRAMING PER STRUCTURAL
DRAWINGS
EXTERIOR WALL PENETRATION FLASHING COLLAR
EXTERIOR SIDE
7/8"
EXTERIOR LIGHT FIXTURE AT STUCCO
SCALE: 3"=1'-0"FILE NAME:
EXTERIOR CEMENT PLASTER
O/ WIRE LATH O/ W.R.B.
2x SOLID BACKING REQUIRED WHEN
SHEATHING NOT PROVIDED WHERE S.A.F. IS
REQUIRED.
W.R.B. O/ 9" WIDE S.A.F. O/ W.R.B.
SHEATHING MAY OCCUR
WALL SCONCE
LIGHT FIXTURE.
REFER TO
KEYNOTE U1
ON SHEET A210.
WIRE LATH
O/ W.R.B.
O/ COLLAR
O/ 9" WIDE S.A.F.
W.R.B. O/ 9" WIDE
S.A.F. O/ FLASHING
AT TOP & SIDES OF
QUICKFLASH COLLAR
ELECTRICAL
BOX W/
QUICKFLASH
COLLAR FOR
STUCCO
APPLICATION
1923
NOT USED
NOT USED
VENT HOOD AT 1HR EXTERIOR WALL
SCALE: 3"=1'-0"FILE NAME:
POWER VENT PVC
3 1/2"
SELF ADHERED FLASHING
(2) 2x BLOCKING T&B OF OPENING
PVC VENT PIPE TERMINAL W/ WIRE
SCREEN FABRIC PER POWER
VENT SUPPLIER
SELF ADHERED FLASHING
INSTALL ALL AROUND OPENING
BLDG. PAPER
5/8" "TYPE "X" 1-HR GYP. BD.
FIRESTOP SEALANT ALL AROUND
2"
1/
8
"
M
A
X
.
1"
MILCOR PLASTER STOP CONT.
BETWEEN SIDE WALLS OF HOOD
TACK WELD TO HOOD COLLAR
1"
1"
METAL PLATE COLLAR CONTINOUS
AROUND VENT PIPE SUPPLIED BY
POWER VENT SUPPLIER
1 1/2"
PER MANUF. REQ.
EXTERIOR CEMENT PLASTER
O/ WIRE LATH O/ W.R.B.
FIRESTOP SEALANT ALL AROUND
BLDG. PAPER
3" ALL AROUND
1" H ARCH FROM SPRING
POINT
HOOD WIDTH 4"
HOOD COLLAR
22 GA. MTL. HOOD PRIME
& PAINT
3 1/2"
5 1/2" ARCH
SPRING POINT TO
BOTTOM OF HOOD
MILCOR PLASTER STOP
BEYOND HOOD
MECHANICALLY FASTEN
AND SOLDER ALL JOINTS
WATERTIGHT TYP.
1
-
FOR ADDITIONAL INFORMATION SEE DETAILS 4
-
VENT PIPE THROUGH COMPOSITION ROOF
SCALE: 1 1/2"=1'-0"FILE NAME:SCALE: 1 1/2"=1'-0"FILE NAME:
1 LAYER OF 30# ROOF FELT,
2 LAYERS IF LESS THAN 4:12
SLOPE.
PREFABRICATED PIPE
FLASHING W/ GASKET AT TOP
& G.S.M. FLASH'G AT BASE.
WEATHERBOARD LAP W/
ROOFING. SEAL TO ROOFING
W/ ROOFER'S MASTIC - PER
CLASS 'A' ROOFING MFG.
RECOMMENDATIONS.
ROOF FRAM'G
(PER STRUCT.)
CLASS 'A' COMPOSITION
ROOFING
VENT PIPE
PROVIDE SEALANT IN ROOF
SHT'G AROUND VENT
INSTRUCTIONS FOR
PROPER INSTALLATION
REFER TO MANUFACTURER
24NOT USED NOT USED
HOLD- 829 N
Garfield St1/15/2025
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
No. Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
82
9
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A
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,
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A
9
2
7
0
1
Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No: 2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.: 949.922.7075
Email: vanitapuri@gmail.com
Owner
GA
R
F
I
E
L
D
R
E
S
T
O
R
A
T
I
O
N
/
R
E
M
O
D
E
L
Address:
Ren.11/30/25
A
No. C37490
A
A FOILOFC
R
INTA
S
ET
TC
ARCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRAB
I
A
SN
VVS Estates, LLC
Vanita Soni PuriAttn:
1
16 20
STAIR & WINDOW
DETAILS
A911
FLASHING PRIMER
SOLID BACKING ALL FOUR
SIDES OF OPENING
WINDOW
ROUG
H
OPENI
N
G
WINDOW
OPENING
STEP 1:
PREPARE ENTIRE ROUGH OPENING WITH FLASHING PRIMER A MINIMUM OF 12"
BEYOND ROUGH OPENING AND ENTIRE ROUGH OPENING FRAME DEPTH.
12
"
12"
FLUSH WINDOW FLASHING SEQUENCE
E FLUSH WINDOW FLASHING STEP 1 SCALE: 1/2" = 1'-0"
1'-0"
MIN
WINDOW
ROUG
H
OPENI
N
G
WINDOW
OPENING
STEP 2:
ATTACH 9" POLYPROPYLENE FABRIC SILL BIB FLASHING ALONG BOTTOM EDGE OF
ROUGH OPENING, EXTEND 12" BEYOND OPENING AT EACH SIDE. DO NOT FASTEN THE
LOWER EDGE TO ALLOW FOR WEATHER LAPPING OF WATER RESISTIVE BARRIER.
SOLID BACKING ALL FOUR
SIDES OF OPENING
SILL BIB FLASHING
3 1/2" MIN.
OR
DEPTH OF
FRAMING
WINDOW
OPENING
.
CORNER FLASHING
STEP 3:
INSTALL TLS LABORATORIES FLEXIBLE CORNER FLASHING GS SERIES A PIECES AT
BOTTOM CORNERS.
3 1/2" MIN.
OR
DEPTH OF
FRAMING
SILL PAN S.A.F.
WIDTH O
F
ROUG
H
OPENI
N
G
WIND
O
W
OPENING
STEP 4:
INSTALL 9" SELF ADHERED FLASHING SILL WRAP. FOLD INTO OPENING TO COVER THE
FULL FRAMING DEPTH. SILL WRAP MUST COMPLETELY COVER ROUGH OPENING SILL
INCLUDING THE CORNER FLASHING. USE ROLLER TOOL TO PREVENT WRINKLES AND
AIR POCKETS.
STEP 5:
INSTALL 9" POLYPROPYLENE FABRIC JAMB FLASHING ON EACH SIDE OF ROUGH
OPENING. EXTEND 9" ABOVE THE HEAD OPENING AND EXTEND 14" BEYOND THE SILL
LEAVING FLASHING FREE AT BOTTOM.
WINDOW
OPENING
JAMB FLASHING
(DO NOT FASTEN
BOTTOM 14")
WIN
D
O
W
R
O
U
G
H
O
P
E
N
I
N
G
9"
14
"
STEP 5:
INSTALL 9" POLYPROPYLENE FABRIC JAMB FLASHING ON EACH SIDE OF ROUGH
OPENING. EXTEND 9" ABOVE THE HEAD OPENING AND EXTEND 14" BEYOND THE SILL
LEAVING FLASHING FREE AT BOTTOM.
WINDOW
OPENING
JAMB FLASHING
(DO NOT FASTEN
BOTTOM 14")
WIN
D
O
W
R
O
U
G
H
O
P
E
N
I
N
G
9"
14
"
STEP 7:
INSTALL 6" SELF ADHERED FLASHING OVER WINDOW FLANGE JAMBS ON EACH SIDE.
ENSURE ENTIRE FLANGE IS COVERED. EXTEND 3" ABOVE AND BELOW WINDOW. USE
ROLLER TOOL TO PREVENT WRINKLES AND AIR POCKETS.
WINDOW
JAMB S.A.F.
3"
3"
WIN
D
O
W
R
O
U
G
H
O
P
E
N
I
N
G
HEAD FLANGE S.A.F.
WINDOW
R
O
U
G
H
OPEN
I
NG PLUS
2
6
"
STEP 8:
INSTALL 12" SELF ADHERED FLASHING OVER WINDOW HEAD FLANGE. ENSURE
ENTIRE FLANGE IS COVERED. EXTEND 13" BEYOND ROUGH OPENING ON EACH SIDE.
USE ROLLER TOOL TO PREVENT WRINKLES AND AIR POCKETS.
WINDOW
EXTEN
D
HEAD
FLASH
I
NG
2" BEYON
D
WINDOW
R.O.
METAL HEAD
FLASHING
SCREED
STEP 9:
INSTALL METAL HEAD FLASHING. USE CEMCO #3 FOR STUCCO, OTHER THAN STUCCO
USE HEAD FLASHING WITH CLOSED END. EXTEND 2" BEYOND ROUGH OPENING AT
EACH SIDE.
WINDOW
* STEP 9 IS NOT REQUIRED IF
THE WINDOW IS PROTECTED
BY A MIN. 30" DEEP EAVE OR
SOFFIT THAT IS WITHIN 24" OF
THE WINDOW HEAD. THE EAVE
OR SOFFIT SHALL EXTEND 30"
EACH SIDE OF WINDOW.
STEP 10:
INSTALL 6" SELF ADHERED FLASHING OVER HEAD FLASHING. EXTEND 3" BEYOND
HEAD FLASHING ON EACH SIDE. USE ROLLER TOOL TO PREVENT WRINKLES AND AIR
POCKETS.
WINDOW
WEEP S.A.F.
WIDTH OF CEMCO
#3
PLUS
6
"
3" BEYON
D
CEMCO
#3
W.R.B.
STEP 11:
INSTALL WATER RESISTIVE BARRIER IN A WEATHER LAPPED MANNER. TUCK WATER
RESISTIVE BARRIER UNDER SILL BIB FLASHING AT BOTTOM OF WINDOW.
WINDOW
STEP 12:
INSTALL PROTECTIVE WATER RESISTIVE BARRIER IN A WEATHER LAPPED MANNER.
WINDOW
13
1
-
16
-
FLUSH WINDOW AT STUCCO
SCALE: 3"=1'-0" FILE NAME:
SHEATHING MAY OCCUR
HEADER PER STRUCTURAL
STUD WALL
INTERIOR FINISH
W.R.B. O/ WEEP S.A.F. O/ CEMCO #3
FLASHING SCREED O/ HEAD FLANGE
S.A.F. O/ BUTTERED SEALANT O/
NAILING FLANGE O/ WINDOW SETTING
SEALANT.
STUD WALL
INTERIOR FINISH
EXTERIOR CEMENT PLASTER
O/ WIRE LATH O/ W.R.B.
SHEATHING MAY OCCUR
W.R.B. O/ BUTTERED SEALANT O/
NAILING FLANGE O/ WINDOW SETTING
SEALANT O/ JAMB S.A.F.
W.R.B. O/ BUTTERED SEALANT
O/ NAILING FLANGE O/ WINDOW
SETTING SEALANT O/ SILL PAN
S.A.F. O/ CORNER FLASHING
O/ SILL BIB S.A.F. O/ W.R.B.
SHEATHING MAY OCCUR
LOW EXPANSION FOAM ALL FOUR
SIDES OF WINDOW
2x SOLID BACKING REQUIRED
WHEN SHEATHING NOT PROVIDED
CORNER FLASHING (BEYOND)
2x SOLID BACKING REQUIRED WHEN
SHEATHING NOT PROVIDED
2x SOLID BACKING REQUIRED WHEN
SHEATHING NOT PROVIDED
CORNER FLASHING (BELOW)
LOW EXPANSION FOAM ALL FOUR
SIDES OF WINDOW
LOW EXPANSION FOAM ALL FOUR
SIDES OF WINDOW
EXTERIOR CEMENT PLASTER
O/ WIRE LATH O/ W.R.B.
STUD WALL
EXTERIOR CEMENT PLASTER
O/ WIRE LATH O/ W.R.B.
INTERIOR FINISH
FOR ADDITIONAL INFORMATION SEE DETAILS
FACTORY FINISHED WINDOW SET IN
1/2" CONTINUOUS BEAD SEALANT,
APPLY SEALANT TO BACK SIDE OF
WINDOW FLANGE AND THEN SET
WINDOW INTO ROUGH OPENING
FACTORY FINISHED WINDOW SET IN
1/2" CONTINUOUS BEAD SEALANT,
APPLY SEALANT TO BACK SIDE OF
WINDOW FLANGE
FACTORY FINISHED WINDOW SET IN
1/2" CONTINUOUS BEAD SEALANT
CEMCO #3 FLASHING SCREED, WHEN
REQUIRED BY DETAIL 1 THIS SHEET.
EXTEND 2" BEYOND WINDOW ROUGH
OPENING
WEEP S.A.F. WHEN REQUIRED BY
DETAIL 1 THIS SHEET.
WINDOW DETAIL NOTES
SCALE: N.T.S.FILE NAME:
NOTES:
1. ATTACHMENT OF THE WINDOW IN THE OPENING SHALL BE AS APPROVED BY WINDOW MANUFACTURER.
2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF FLASHING MATERIALS FROM WEATHER,
OTHER TRADES AND/OR VANDALISM. ADDITIONALLY, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR
INTEGRATING THE FLASHING SYSTEM INTO THE WEATHER RESISTANT BARRIER FOR THE ENTIRE BUILDING.
3. FOR ADDITIONAL INFORMATION OR QUESTIONS REGARDING FORTIFIBER PRODUCTS: 1-800-773-4777
W.R.B.TWO-PLY "WEATHER TEX" BY FORTIFIBER BUILDING SYSTEMS GROUP OR
APPROVED EQUAL. WEATHER RESISTIVE BARRIER (W.R.B.), SUPER JUMBO TEX 60
MINUTE BUILDING PAPER OVER WEATHERSMART HOUSE WRAP.
S.A.F.
FLASHING FORTIFBIER "MOISTOP NEXT FLASHING" OR APPROVED EQUAL. MULTI-LAYERED
COMPOSITE POLYPROPYLENE FLASHING 12" WIDE (U.N.O.). PRODUCT SHOULD BE
COVERED AS SOON AS POSSIBLE.
SEALANT FORTIFIBER "MOISTOP SEALANT" OR APPROVED EQUAL. AT A MINIMUM, EXPOSED
SEALANT SHALL BE CHECKED ANNUALLY AND MAINTAINED PER MANUFACTURERS
RECOMMENDATION TO MAINTAIN A WATER TIGHT SEAL.
CORNER
FLASHING
FORTIFIBER "MOISTOP CORNER SHIELD" OR APPROVED EQUAL
FORTIFIBER "FORTIFLASH SELF ADHESIVE WATERPROOF FLASHING MEMBRANE" OR
APPROVED EQUAL. SELF ADHESIVE, HEALING FLASHING (S.A.F.) 12" WIDE (U.N.O.) 25
MIL (U.N.O.) WHEN NOTED, ADHERE S.A.F. TO CLEAN, DUST FREE BACKING USING
CHEMICALLY COMPATIBLE MATERIALS AND/OR PRIMERS. PROVIDE SOLID WOOD
BACKING OR SHEATHING BEHIND ALL AREAS TO RECEIVE SELF ADHESIVE, HEALING
FLASHING. USE J-ROLLER TO ELIMINATE WRINKLES AND IMPROVE ADHESION TO
SUBSTRATE.
GSM FLASHING STUCCO ACCESSORIES SHALL BE CEMCO "WATER MANAGEMENT SERIES", 25 GA.
MATERIAL WITH A G-90 GALVANIZED COATING OR ARCHITECT APPROVED EQUAL.
GSM FLASHING METAL SHALL BE SHOP FABRICATED USING A MINIMUM 26 GA. G-90
GALVANIZED SHEET METAL WITH SOLDERED JOINTS (U.N.O.), UNLESS NOTED
OTHERWISE.
BOND BREAKER POLYETHYLENE TAPE TO BE USED AS BOND BREAKER, REQUIRED BETWEEN
ACRYLIC PLASTER AND PAINT FINISHES AND ALL WEEPING SOLID LEG FLASHING.
TAPE SHOULD RUN FROM THE SOLID VERTICAL LEG TO 1/8" FROM FRONT EDGE.
ANY APPLIED FINISH THAT CREATES A BOND BETWEEN THE PLASTER AND METAL
SHALL BE BROKEN WITH UTILITY KNIFE AND SHALL BE MAINTAINED AS SUCH.
19
17
22 18
EXTERIOR WOOD STAIR TREAD AND RISER @ CONCRETE SLAB
FILE NAME:SCALE: 1 1/2" = 1'-0"
NOTE: STAIR SYSTEMS, GUARDRAILS, RAILINGS AND
THEIR ATTACHMENTS SHALL BE DESIGNED BY A
QUALIFIED LICENSED ENGINEER TO CONFORM WITH
STRUCTURAL REQUIREMENTS OF THE CBC. SUBMIT
DRAWINGS & CALCULATIONS TO THE JURISDICTION
FOR APPROVAL PRIOR TO INSTALLATION.
CONCRETE SLAB SEE STRUCTURAL DWG.
2X P.T. WD. SLEEPER
PLYWOOD FLOOR TREADS & RISERS SEE
STRUCTURAL DWG.
EQUAL TREADS
PER PLAN
9" MIN.
(CEBC 313.3)
1"
EQ
U
A
L
R
I
S
E
R
S
PE
R
P
L
A
N
8"
M
A
X
.
(C
E
B
C
3
1
3
.
3
)
STAIR DIMENSION SEE PLANS
CEMENTITIOUS
WATERPROOF DECK MEMBRANE.
INSTALL PER MANUF. REQS.
2X WOOD STRINGERS SEE
STRUCTURAL DWG.
5/8" TYPE 'X' GYPSUM BOARD
CLG.
FINISH FLOOR TYP.,
PER INTERIOR DESIGN DWG.
RESTORED RISERS / TREADS SHALL MATCH
RISE / RUN OF (E) RISERS / TREADS ABOVE.
EXT. WD. STRINGER @ FIRE PARTITION
SCALE: 3"=1'-0"
1/2" CLR.
1/8" CLR.
NOTE: DOUBLE WD. SHT'G. @ STAIR
TREADS, RISERS, & INTERMEDIATE
LANDINGS W/ 1/2" TYPE-X WALL BOARD
UNDER STRINGER AND LANDINGS, PER
LABC TABLE 720.1(3) NO. 13-1.4
1-HR EXTERIOR WALL,
REFER TO DETAIL W1 / A900.
CEMENTITIOUS
WATERPROOF DECK
MEMBRANE. INSTALL PER
MANUF. REQS.
FLR. SHT'G. / STAIR TREAD
(TREAD & RISER)
STAIR STRINGERS PER
STRUCTURAL PLAN
2x SHIM
5/8" TYPE "X" (1) HR. GYP. BD.
BELOW STRINGERS AT WALLS
AND CLG. @ USABLE SPACE
STAIR WIDTH
NOTE:
NO RIGID CONNECTIONS TO OCCUR BETWEEN STAIR FRAMING AND FIRE PARTITION
UNIT
FILE NAME:
SEALANT & BACKER ROD TYP.
EXT. GR. 5/8" TYPE 'X' GYP. BD.
NOTE:
GUARDRAIL, BALCONY RAILINGS, STAIR SYSTEMS, AND THEIR
ATTACHMENTS WILL BE DESIGNED BY A QUALIFIED LICENSED ENGINEER
TO CONFORM WITH ALL STRUCTURAL REQUIREMENTS OF THE C.B.C.
RETURN HANDRAIL
ENDS TO WITHIN 1/4"
OF THE EXT. WALL
FINISH OR GUARDRAIL
@ BOTH ENDS OF RAIL
FACE OF WALL FINISH
METAL RAIL
MAX. BRACKET SPACING 60" O.C.
METAL WALL BRACKET TO MATCH RAIL
NOTE:
PRIME AND PAINT ALL
METAL COMPONENTS
BLDG. PAPER @ EXT. STUD WALL RAIL LOCATIONS
METAL
HANDRAIL
WALL FINISH C.I.P. OR
C.M.U. WALL FACE
MAY OCCUR
RAIL TO WALL
WALL FINISH
PER PLAN
SOLID 2X6 BLOCKING @ STUD WALL LOCATIONS
RETURN HANDRAIL ENDS TO WITHIN
1/4" OF THE EXT. WALL FINISH OR
GUARDRAIL @ BOTH ENDS OF RAIL
SCALE: 6"=1'-0"FILE NAME:
SELF ADHESIVE FLEXIBLE FLASHING
EXTERIOR HANDRAIL DETAIL
HANDRAIL AND BRACKET
SCALE: 3"=1'-0" FILE NAME:
5'-0"
oc
MAX
.
AT EXTERIOR AND WET LOCATIONS, INSTALL PER THE
TYPICAL BUILDING SKIN PENETRATION DETAIL.
1 1/2"
1-1/4" RADIUS BEND
RETURN TO WALL
1 1/4" - 1 1/2" DIA OR
SQUARE SECTION (PER
OWNER) 3/16" THICK STEEL
TUBING PRIME AND PAINT
GALV. MALLEABLE
IRON BRACKET TO
BE PAINTED
LAG BOLT INTO 2x10 SOLID BLKG.
AT WOOD FRMG., INTO DRILLED
HOLE w/ LEAD SHIELD AT CONC.
OR C.M.U. WALL
STAIR WALL FINISH
TO
S
T
A
I
R
N
O
S
I
N
G
(
A
R
C
H
S
T
O
N
E
AM
P
L
I
F
I
C
A
T
I
O
N
=
3
6
"
)
2'
-
1
0
"
M
I
N
.
3
'
-
2
"
M
A
X
.
23 NOT USED
NOT USED
HOLD- 829 N
Garfield St1/15/2025
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
82
9
N
.
G
A
R
F
I
E
L
D
S
T
R
E
E
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
GA
R
F
I
E
L
D
R
E
S
T
O
R
A
T
I
O
N
/
R
E
M
O
D
E
L
Address:
Ren.11/30/25
A
No. C37490
A
A FOILOFC
R
INTA
S
ET
TC
A RCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRAB
IA
SN
VVS Estates, LLC
Vanita Soni PuriAttn:
8
11317
24
DOOR DETAILS
A912
420
21
12
22
NOT USED DOOR DETAIL NOTES
SCALE: N.T.S.FILE NAME:
ICC - ESR 2097 REPORT PLI-DEK “F” SYSTEM = PLI-DEK 1-HOUR / CLASS “A” FIRE RATED
IMPERVIOUS SURFACE, FIBERGLASS AND RESIN REINFORCED WATERPROOF DECK COATING
WITH KNOCKDOWN TEXTURE APPLIED AS PER MFG SPECIFICATIONS. COLOR TBD.
WWW.PLIDEK.COM 800-364-0287
IMPERVIOUS SURFACE
POLYURETHANE SEALANT FORTIFIBER MOISTOP SEALANT OR APPROVED EQUAL.
AT A MINIMUM, EXPOSED SEALANT SHALL BE CHECKED ANNUALLY AND
MAINTAINED PER MANUFACTURERS RECOMMENDATION TO MAINTAIN A WATER
TIGHT SEAL.
CORNER FLASHING MEMBRANE WITH A RUBBERIZED ASPHALT CORE
TLS LABS. GS 100 SERIES OR APPROVED EQUAL
NOTE:
CAULK ENDS OF THRESHOLDS, AND UNDER FULL LENGTH OF LEGS
TO DOOR FLASHING PAN TO MAINTAIN WATER TIGHT INSTALLATION.
W.R.B.WEATHER RESISTIVE BARRIER (W.R.B.), TWO -PLY WEATHER TEX BY FORTIFIBER
BUILDING SYSTEMS GROUP. SUPER JUMBO TEX 60 MINUTE BUILDING PAPER OVER
WEATHERSMART HOUSE WRAP.
S.A.F.
FLASHING MULTI-LAYERED COMPOSITE POLYOLEFIN FLASHING 12" WIDE (U.N.O.)
FORTIFIBER MOISTOP NEXT OR APPROVED EQUAL
SEALANT
CORNER FLASH
SELF ADHESIVE, HEALING FLASHING (S.A.F.) 12" WIDE (U.N.O.) 25 MIL (U.N.O.)
FORTIFIBER FORTIFLASH OR APPROVED EQUAL. ADHERE S.A.F. TO CLEAN, DUST
FREE BACKING USING CHEMICALLY COMPATIBLE MATERIALS AND/OR PRIMERS.
PROVIDE SOLID WOOD BACKING OR SHEATHING BEHIND ALL AREAS TO RECEIVE
SELF ADHESIVE, HEALING FLASHING.
GSM FLASHING METAL SHALL BE SHOP FABRICATED USING A MINIMUM 26 GA.
BONDERIZED GALVANIZED SHEET METAL WITH SOLDERED JOINTS U.N.O.. STUCCO
ACCESSORIES SHALL BE CEMCO WATER MANAGEMENT SERIES, 25 GA. MATERIAL
WITH A G-90 GALVANIZED COATING OR ARCHITECT APPROVED EQUAL, UNLESS
NOTED OTHERWISE.
GSM FLASHING
BOND BREAKER POLYETHYLENE TAPE TO BE USED AS BOND BREAKER, REQUIRED BETWEEN
ACRYLIC PLASTER AND PAINT FINISHES AND ALL WEEPING SOLID LEG FLASHING.
TAPE SHOULD RUN FROM THE SOLID VERTICAL LEG TO 1/8" FROM FRONT EDGE.
ANY APPLIED FINISH THAT CREATES A BOND BETWEEN THE PLASTER AND METAL
SHALL BE BROKEN WITH UTILITY KNIFE AND SHALL BE MAINTAINED AS SUCH.
18 & 22
-
18 & 22
-
DOOR FLASHING INSTALLATION
SCALE: N.T.S.FILE NAME:
CEMCO #3 - INSTALL FLASHING SCREED AS REQUIRED BY DETAIL. EXTEND THE SCREED 2" PAST
THE ROUGH OPENING AT BOTH ENDS. SET SCREED ONTO HEAD PLASTER MOULD WITH SEALANT.
NOT REQUIRED IF THE DOOR IS PROTECTED BY A MINIMUM 30" DEEP EAVE OR SOFFIT THAT IS
WITHIN 24" OF THE DOOR HEAD, THE EAVE OR SOFFIT SHALL EXTEND 30" EACH SIDE OF DOOR .
CEMCO #3 - SET FLASHING SCREED IN
SEALANT TO PLASTER MOULD HEAD.
W.R.B. - APPLY W.R.B. IN WEATHERBOARD FASHION AROUND THE INSTALLED DOOR.
JAMB S.A.F
2
STEP
3
3
STEP 4
5STEP
STEP
2"
B
A
STEP 6A
ROUG
H
O
P
E
N
I
N
G
W
I
D
T
H
P
L
U
S
4
"
FLASHING PAN - INSTALL ALONG BOTTOM OF OPENING, SET IN SEALANT AND FASTEN THROUGH
THE VERTICAL LEGS ONLY TO THE ROUGH FRAMING JAMBS.
SETTING SEALANT - APPLY A CONTINUOUS 1/2" BEAD OF SEALANT TO THE BACK SIDES OF THE DOOR
FRAME PLASTER MOULD. PLACE THE DOOR IN THE ROUGH OPENING, SEALANT SHOULD OOZE OUT
BETWEEN THE PLASTER MOULD AND THE HEAD AND JAMB S.A.F.; TOOL SEALANT. PLUMB AND
SQUARE THE DOOR THEN FASTEN THE DOOR FRAME TO THE JAMB STUDS. AFTER INSTALLING THE
DOOR, APPLY LOW EXPANSION FOAM BETWEEN THE DOOR FRAME AND THE ROUGH OPENING.
JAMB S.A.F. - ATTACH A STRIP OF S.A.F. ALONG EACH SIDE OF THE ROUGH OPENING. ALIGN THE
S.A.F. WITH THE FRAMING EDGE OF THE ROUGH OPENING. THE S.A.F. SHALL OVERLAP THE "L"
METAL AND PAN FLASHING BY 3" AND EXTEND 12" ABOVE THE HEAD ROUGH OPENING.
PAN FLASHING* - SOLDER ALL JOINTS.
WHEN "L" FLASHING HAS LESS THAN A 2"
VERTICAL RISE BETWEEN THE DECK AND
PAN, CONSTRUCT PAN AND "L" FLASHING
AS INTEGRAL ONE PIECE. COORDINATE
PAN DEPTH AND LIP HEIGHT WITH EACH
SPECIFIC THRESHOLD, FABRICATE PAN
TO MAXIMIZE DEPTH YET ELIMINATE
THRESHOLD ANCHOR PENETRATIONS
THROUGH THE PAN.
3"
4" LA
P
4"
4"
4"
4"
COOR
D
I
N
A
T
E
WITH
T
H
R
E
S
H
O
L
D
1
/
8
"
M
I
N
LIP
ROU
G
H
O
P
E
N
I
N
G
-
1
/
8
"
2"
* USE STAINLESS STEEL "L" AND PAN FLASHING AT CONCRETE SLAB OR DECK. COAT
4"
2"
4"
LAP
TYP
4"
LAP
TYP
VE
R
I
F
Y
4"
ROU
G
H
O
P
E
N
I
N
G
W
I
D
T
H
WEEP S.A.F. - ADHERE 9" WIDE S.A.F. OVER CEMCO #3 FLASHING SCREED. EXTEND THE S.A.F. 2"
PAST THE CEMCO #3 FLASHING SCREED AT BOTH ENDS; S.A.F. REQUIRED WITH CEMCO #3.
STEP
STEP
STEP 4
STEP 1
6B
2STEP
6A
STEP
SECTION BB
A
B
6BSTEP WEEP S.A.F. - ADHERE O/ CEMCO #3
FLASHING SCREED.
3
12
"
ROUGH OPENING WIDTH PLUS 26"
HEAD S.A.F.
ADHERED
JAMB S.A.F.
FLASHING PAN
ATTACH FLASHING PAN
AT VERTICAL SIDES ONLY
ROUGH OPENING WIDTH
BACK PRIME DOOR
FRAME AND PLASTER
MOULD PRIOR TO
SETTING DOOR
STEP 7
VE
R
I
F
Y
F.F.
ROUG
H
O
P
E
N
I
N
G
W
I
D
T
H
P
L
U
S
2
6
"
2"ROUG
H
O
P
E
N
I
N
G
W
I
D
T
H
P
L
U
S
8
"
STEP SETTING SEALANT - APPLY 1/2" BEAD
TO BACK SIDES OF DOOR FRAME
PLASTER MOULD. BACK PRIME DOOR
FRAME AND PLASTER MOULD PRIOR TO
APPLYING THE SETTING SEALANT
2"
STEP HEAD S.A.F4
STEP
STEP
1
HEAD S.A.F. - ADHERE S.A.F. ABOVE THE ROUGH OPENING. EXTEND THE S.A.F. 13" PAST THE ROUGH
OPENING AT EACH END. ALIGN THE BOTTOM OF THE S.A.F. WITH THE ROUGH OPENING HEAD.
"L" METAL - INSTALL AT DECK TO WALL TRANSITION, PROVIDE SOLID BACKING AT VERTICAL LEGS
AND INSTALL WITH A MINIMUM 4" LAP BETWEEN PIECES.
12"
5
2
SECTION AA
STEP "L" FLASHING*
1
-
4
-
EXTERIOR DOOR THRESHOLD - 1ST FL.
SCALE: 3"=1'-0"FILE NAME:
EXTERIORINTERIOR
2"LANDING SLOPE
1/4" = 1'-0" MAX
EXTERIOR DOOR PER PLAN
DOOR FRAME WITH INTEGRAL STOP
FACE OF WALL BEYOND
DOOR BOTTOM "PEMKO" 234AV OR
APPROVED EQUAL
PATIO SLAB OR CONC. STOOP
CEMCO #7 EXTENDED
FOUNDATION SCREED AT WALL
BEYOND WITH 2" LONG EXTENSION
INTERIOR FINISH FLOORING
"PENKO" ALUMINUM THRESHOLD OR
APPROVED EQUAL SET IN
CONTINUOUS BEAD OR SEALANT
FOR ADDITIONAL INFORMATION SEE DETAILS
1/2" EXPANSION JOINT FILLER
CONCRETE ANCHOR, PROVIDE THREE
ANCHORS MINIMUM OR OPTIONAL
2x PRESSURE TREATED SLEEPER
STAINLESS STEEL THRESHOLD PAN SET
IN CONTINUOUS BEADS OF SEALANT
PE
R
P
L
A
N
4"
T
Y
P
.
7-
3
/
4
"
M
A
X
.
8
-
13
-
FLUSH DOOR AT STUCCO
SCALE: 3"=1'-0"FILE NAME:
SHEATHING MAY OCCUR
HEADER PER STRUCTURAL
EXTERIOR CEMENT PLASTER
O/ WIRE LATH O/ W.R.B.
W.R.B. O/ 9" WIDE WEEP S.A.F.
O/ CEMCO #3 FLASHING SCREED
O/ DOOR HEAD S.A.F.
2x SOLID BACKING REQUIRED
AT S.A.F. WHEN SHEATHING
NOT PROVIDED
SHEATHING MAY OCCUR
2x SOLID BACKING REQUIRED AT S.A.F.
WHEN SHEATHING NOT PROVIDED
DOOR AND FRAME PER DOOR
SCHEDULE
HEAD
JAMB
PLASTER MOULD O/ SEALANT O/
S.A.F. O/ DOOR HEAD W/ BEAD OF
SEALANT AT HEAD AND MOULD
DOOR AND FRAME PER DOOR
SCHEDULE
CEMCO #3 FLASHING SCREED, WHEN
REQUIRED BY DETAIL 3 THIS SHEET.
SET IN SEALANT OVER PLASTER MOULD
EXTERIOR CEMENT PLASTER
O/ WIRE LATH O/ W.R.B.
PERIMETER GASKET
"PEMKO" 303DV OR
APPROVED EQUAL
9" WIDE JAMB S.A.F. DOWN O/ DOOR
FLASHING PAN AND "L" METAL
5/8" GYPSUM WALLBOARD FINISH
LOW EXPANSION FOAM
APPLY WITHIN SHIM CAVITY
PERIMETER GASKET "PEMKO"
303DV OR APPROVED EQUAL
PLASTER MOULD O/ SEALANT O/
S.A.F. O/ DOOR JAMB W/ BEAD OF
SEALANT AT JAMB AND MOULD
VERIFY FRAME
WIDTH WITH
WALL REQ'MT.
5/8" GYPSUM WALLBOARD FINISH
FRAMING PER STRUCTURAL
FRAMING PER STRUCTURAL
LOW EXPANSION FOAM
APPLY WITHIN SHIM CAVITY
1/
4
"
1
-
4
-
FOR ADDITIONAL INFORMATION SEE DETAILS 8
-
13
-
THRESHOLD PAN FLASHING
SCALE: 1 1/2"=1'-0"FILE NAME:
4"
1/4"
4"4"
2"
SEE THRESHOLD
DETAIL
26 GA. BONDERIZED GALV.
MTL. THRESHOLD FLASHING
UNDER DOOR THRESHOLD
SET FLASHING ON CONT. BED
OF SEALANT AT HEEL
HEEL FLASHING
WEATHERBOARD LAP BUILDING
PAPER, SCREEDS AND FINISHES
OVER HEEL FLASHING
UPTURN BACK
EDGE AT 45°
DEGREES
NOTE: SOLDER ALL JOINTS WATERTIGHT
26 GA. BONDERIZED GALV. MTL.
VARIES. VERIFY W/
THRESHOLD DETAIL.
3" LAP MIN.
SET ON CONT.
BED OF
SEALANT
18
1
APPLY FOUR CONTINUOUS
3/8" BEADS OF CAULK
DIRECTLY TO THE SLAB FOR
THE DOOR THRESHOLD OR
SUBFLOOR WHERE THE SILL
PAN WILL BE INSTALLED.
EXTEND BEADS OF CAULK
MINIMUM 4" UP JAMB
FRAMING
SILL PAN
2
AT SECOND FLOOR AND UNPROTECTED
DOORWAYS INSTALL THE SILL PAN PER
MANUFACTURER'S SPECIFICATIONS.
GLUE THE OVERLAPPING SILL PAN
JOINTS USING PVC CEMENT ONLY. THE
PAN MUST BE PLACED ON A BEAD OF
CAULK TO REDUCE AIR INFILTRATION.
THE VERTICAL ENDS OF THE SILL PAN
FLASHING, BOTH FACE AND JAMB, MUST
BE TAPED TO THE FRAMING.
3
12" BASE FLASHING IS ALREADY
INSTALLED ON THE BACKSIDE OF THE
STUCCO MOLD.
4
INSTALL THE DOOR UNIT INTO THE
ROUGH OPENING WITH THE ATTACHED
FLASHING FLANGE. CHECK TO ENSURE
THE DOOR IS PLUMB, SQUARE, AND
OPERATES PROPERLY.
5 6
IF STUCCO OR MANUFACTURED STONE
IS SPECIFIED, INSTALL A WEEP SCREED
WITH A MINIMUM OF 3-1/2" LEG HEIGHT.
7
INSTALL THE FIRST COURSE OF THE
FIRST LAYER OF BUILDING PAPER
UNDER THE BASE FLASHING AT THE
SILL.
9
APPLY A 4" STRIP OF DOOR FLASHING
TAPE OVER THE BUILDING PAPER,
STARTING AT THE TOP OF THE HEAD
BASE FLASHING TO THE BOTTOM OF
SILL FLASHING.
PRODUCT
SPECIFICATIONS
REQUIRED PRODUCTS:
* BUILDING PAPER - GRADE 'D' 60 MINUTE BUILDING PAPER MUST MEET 60 MINUTES OR GREATER WATER
RESISTANCE PER ASTM D-779 TESTING, WATER VAPOR TRANSMISSION 11 PERMS OR GREATER PER
ASTM E-96 TESTING AND TENSILE STRENGTH 45 LB-FT/IN PER ASTM D-828 TESTING.
* LOW EXPANSION FOAM
* DOW WINDOW & DOOR 1000
* FOMO HANDI-SEAL WINDOW AND DOOR STRAW FOAM SEALANT
* TOUCH 'N FOAM NOWARP WINDOW & DOOR SEALANT
* DRIP CAP (NOT REQUIRED ON STUCCO CLAD ASSEMBLIES) - GALVANIZED OR ALUMINUM DRIP CAP AT
SIDING ASSEMBLIES
* FLASHING TAPE - 4" DOW WEATHERMATE STRAIGHT FLASHING OR EQUIVALENT BUTYL TAPE
* BASE FLASHING - 9" NON-SELF STICK FLASHING MATERIAL POLYOLEFIN FILM WITH LAMINATED
FIBERGLASS SCRIM REINFORCEMENT
* FLASHING AT CONCRETE - RUBBER OR NEOPRENE MEMBRANE
* SILL PAN - PREFORMED PLASTIC SILL PAN IS REQUIRED
* THRESHOLD SEALANT (SILL PAN ALTERNATIVE) - ADCO B-100 BUTYL RUBBER SEALANT
* CAULK - MUST MEET ASTM SPECIFICATION C920 CLASS 25
* CEMENT - PVC CEMENT FOR THE SILL PAN (NOTE: ALL PURPOSE GLUE IS PROHIBITED)
DEPENDENCIES PREREQUISITE:
* FRAMING MUST BE COMPLETE WITH ALL SHEAR PANELS INSTALLED
* 12" BASE FLASHING PRE-ATTACHED TO BACK SIDE OF STUCCO MOLD
POST REQUISITE:
* BUILDING PAPER INSTALLED AS A BOND BREAK FOR BRICK, STUCCO OR STONE
11
FINISH INSTALLING THE FIRST LAYER OF
BUILDING PAPER AT THE HEAD OF THE
DOOR, ENSURING IT IS LAPPED SHINGLE
FASHION. THIS COURSE MAY BE LAPPED
MORE THAN THE TYPICAL 4"-6", AS IT
MUST TOUCH THE FRAME OF THE DOOR
AT THE HEAD. NO VERTICAL LAPS
SHOULD OCCUR ABOVE THE DOOR OR
WITHIN 24" OF THE FRAME ON EITHER
SIDE.
12
AFTER REMOVING THE SHIMS, APPLY A BEAD OF
LOW-EXPANSION FOAM BETWEEN THE DOOR
FRAME AND THE SIDES AND TOP OF THE ROUGH
OPENING.
1" FOLD ADHERED TO
TOP OF TRIM
NOTE: MAKE SURE THAT THE WEEP
SCREED EXTENDS AT LEAST 1" PAST
THE FRAME TO FOUNDATION
TRANSITION.
8
CONTINUE TO INSTALL ADDITIONAL
COURSES OF THE FIRST LAYER OF
BUILDING PAPER ENSURING IT IS
LAPPED SHINGLE FASHION,
MAINTAINING A 4" MINIMUM OVERLAP
HORIZONTALLY AND 6" VERTICALLY. THE
BUILDING PAPER SHALL BE INSTALLED
OVER THE FLASHING AT THE JAMBS AND
SHALL BE CUT 2" FROM THE EDGE OF
THE FLOOR.
DO NOT COVER THE HEAD OF THE DOOR
YET.
NOTE: REFER TO THE SCOPE OF WORK FOR RECOMMENDED PRODUCTS
CAULK
TAPE FASTEN WITH
A STAPLE
EXTERIOR SIDE
BASE FLASHING
INSTALLED BY
DOOR SUPPLIER
INTERIOR
EXTERIOR
12" BASE FLASHING
12" BASE FLASHING
APPLY A STRIP OF BASE FLASHING
OVER THE DOOR HEAD. EXTEND THE
HEAD FLASHING HORIZONTALLY TO THE
NEAREST STUD AND FASTEN. THIS WILL
PREVENT THE HEAD FLASHING FROM
ROLLING INTO THE STUD CAVITY.
NOTE: IF THE FINISH CLADDING IS
SIDING, REFER TO STEPS 13 AND 14
THAT DESCRIBE THE DRIP CAP
APPLICATION.
INTERIOR
EXTERIOR
12" BASE
FLASHING
WEEP SCREED
FIRST COURSE
BUILDING PAPER
BUILDING PAPER CUT 2"
FROM THE EDGE OF THE DOOR.
ADDITIONAL BUILDING
PAPER COURSES.
4" FLASHING TAPE ADHERED TO THE BUILDING
PAPER. APPLY WITH SQUEEGEE TO ENSURE
PROPER ADHESION.
10
APPLY A 4" STRIP OF DOOR FLASHING
TAPE OVER THE 12" BASE FLASHING AT
THE HEAD OF THE DOOR AND EXTEND
APPROXIMATELY 1" BEYOND THE 4"
STRIPS OF DOOR FLASHING AT THE
SIDES OF THE DOOR.
1"
TAPE
FOAM
13
IF SIDING OR MANUFACTURED STONE IS
SPECIFIED, CUT AND INSTALL
APPROPRIATE SIZED DRIP CAP OVER
THE DOOR HEAD.
DRIP CAP
14
APPLY 4" DOOR FLASHING TAPE OVER
DRIP CAP.
4" DOOR FLASHING TAPE
DOOR FLASHING SEQUENCE
SCALE: 1/2"=1'-0"FILE NAME:
16NOT USEDNOT USED NOT USED
23NOT USED
NOT USED
EXTERIOR DOOR THRESHOLD - 2ND FL.
SCALE: 3"=1'-0"FILE NAME:
"PEMKO" 274D SADDLE SET IN
SEALANT PER MANUFACTURER
3 THRESHOLD ANCHORS, DO NOT
PENETRATE FLASHING PAN
CEMTENTITIOUS WATERPROOF
DECK MEMBRANE
FOR ADDITIONAL INFO,
REFER TO DETAILS
1
-
SLOPE SUBSTRATE
1/4" = 1'-0" MAX
SHEATHING PER STRUCTURAL
EXTERIOR DOOR PER PLAN
DOOR FRAME WITH INTEGRAL STOP
FACE OF WALL BEYOND
DOOR BOTTOM "PEMKO" 345D OR
APPROVED EQUAL
CEMCO #7 EXTENDED FOUNDATION
SCREED AT WALL BEYOND WITH 1-1/2"
LONG EXTENSION
INTERIOR FINISH FLOOR
FLOORING 1/4" TO 1/2" THICK
THRESHOLD STOP, "PEMKO" 1842DS
OR APPROVED EQUAL SET IN
CONTINUOUS BEAD OR SEALANT
1/
8
"
S
A
D
D
L
E
T
O
DO
O
R
B
O
T
T
O
M
2"
24 GA. STAINLESS STEEL
THRESHOLD PAN WITH 1/2" BACK
DAM AND 4" END WALL FLANGES SET
IN FULL SEALANT BED
SEAL FASTENERS AT THRESHOLD.
8
-
4
-
13
-
HOLD- 829 N
Garfield St1/15/2025
1917
24 4201216
23 3
5
1014
1519
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
82
9
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,
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2
7
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1
Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
GA
R
F
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E
L
D
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Address:
Ren.11/30/25
A
No. C37490
A
A FOILOFC
R
INTA
S
ET
TC
A RCHITE
DESNECIL
RTHUR
HAMAYAK ZOHRABI
A
SN
VVS Estates, LLC
Vanita Soni PuriAttn:
INTERIOR DETAILS
A920
NOT USED NOT USEDNOT USED
NOT USED
SHOWER PAN AT WALL
SCALE: 3"=1'-0"FILE NAME:
FIBERGLASS
SHOWER PAN
(1) LAYER MOISTURE RESISTANT
GYP. BD. O/ FURRING STRIPS
SEALANT
PACK SHOWER PAN
VOIDS FULL WITH
FIBERGLASS
INSULATION
FINISH FLOOR
2x6 CONT.
BACKING
BETWEEN
STUDS
PROVIDE
INSUL. AT
EXT. WALLS FIBERGLASS SHOWER PAN
SEALANT
PACK SHOWER PAN VOIDS FULL
WITH FIBERGLASS INSULATION
FINISH FLOOR
HOLD GYP. BD. BACK 1/4" & CAULK
AIRTIGHT W/ ACCOUSTICAL
SEALANT PRIOR TO PLUMING WALL
FRAM'G INSTALLATION
(1) LAYER MOISTURE
RESISTANT GYP. BD.
NON-RATED WALL 1-HR. FIRE-RES. RATED WALL
2x6 CONT.
BACKING
BETWEEN
STUDS
FIRE RATED WALL ASSEMBLY,
REFER TO PLAN.
WHEN ADJACENT TO FIRE-RES. RATED WALL,
REFER TO DETAIL 13 / A902.
THESE DETAILS DEPICT GYP. BD. ASSEMBLIES
AT SHOWER SIDE OF WALL ONLY.
DRYER VENT ROUTING
SCALE: 1 1/2"=1'-0"FILE NAME:
OUTLET
5" OR 6" DIA
TO 4" DIA
TRANSITION
4" DIA DUCT
3"x6" DUCT
4" DIA DUCT
OUTLET
4" DIA DUCT
OUTLET
4" DIA DUCT
4" DIA DUCT
4" DIA TO 5"
OR 6" DIA
TRANSITION
5" OR 6" DIA TO 4"
DIA TRANSITION
DUCTS IN CRAWL SPACES OR ATTICS
TO BE INSULATED WITH 1", 3/4 lb
FIBERGLASS DUCT WRAP
ENGINEERED DRYER VENT EQUIVALENT TO C.M.C. SECTION 504.3.1
DRYER VENT AS SPECIFIED
IN C.M.C. SECTION 504.3.1
DRYER VENT AS SPECIFIED IN
C.M.C. SECTION 504.3.1
ENGINEERED DRYER VENT
EQUIVALENT TO C.M.C. SECTION
504.3.1
DUCTS IN CRAWL SPACES OR ATTICS
TO BE INSULATED WITH 1", 3/4 lb
FIBERGLASS DUCT WRAP
20'=
5
"
D
I
A
D
U
C
T
4" DIA DUCT
DRYER
1'
(LES
S
6
'
E
A
A
D
D
I
T
I
O
N
A
L
E
L
L
)
2.5'
10.5'
1'
90° ELL
2.5'
OUTLET
28.5
'
=
5
"
D
I
A
D
U
C
T
70' =
6
"
D
I
A
D
U
C
T
FIGURE 4
90° ELL
8'
90° ELL
DRYER
(LES
S
6
'
E
A
A
D
D
I
T
I
O
N
A
L
E
L
L
)
(LES
S
7
'
E
A
A
D
D
I
T
I
O
N
A
L
E
L
L
)
FIGURE 2
1'
90° ELL
5'
FIGURE 3
DRYER
8'
90° ELL
FIGURE 1
1'
90° ELL
49.5
'
=
6
"
D
I
A
D
U
C
T
(LES
S
7
'
E
A
A
D
D
I
T
I
O
N
A
L
E
L
L
)
DRYER
90° ELL
3"x4" DUCT
90° ELL
CLOSET SHELF & POLE
SCALE: 1"=1'-0"FILE NAME:
SINGLE SHELF & POLE DOUBLE SHELF & POLE
5'
-
6
"
3'
-
6
"
3'
-
6
"
WOOD
SHELF
1-1/4" DIA.
POLE
WALL FRAM'G
FLOOR
WOOD
SHELF
1-1/4" DIA.
POLE
WALL FRAM'G
FLOOR
WOOD
SHELF
1-1/4" DIA.
POLE
INTERIOR DOOR
SCALE: 1 1/2"=1'-0"FILE NAME:
JAMB
DOOR TRIM
DOOR - PER PLAN
GYP. BOARD
2X STUD WALL
KING STUD
TRIMMER
WOOD DOOR FRAME
STRUCT. SHT'G
(WHERE
OCCURS)
GYP. BD.
DOOR TRIM
HEAD
WOOD DOOR FRAME
DOOR TRIM
DOOR - PER PLAN
HEADER - SIZE PER
STRUCTURAL
GYP. BD.
2X STUD WALL
STRUCT. SHT'G
(WHERE
OCCURS)
GYP. BD.
DOOR TRIM
INTERIOR BIPASS DOOR
SCALE: 3"=1'-0"FILE NAME:
GYP. BOARD
2X STUD WALL
HEADER - SIZE PER
STRUCTURAL
GYP. BD.
2X STUD WALL
KING STUD
TRIMMER
STRUCT. SHT'G
(WHERE OCCURS)
GYP. BD.
STRUCT. SHT'G
(WHERE OCCURS)
GYP. BD.
ALUMINUM TRACK &
VALANCE (PAINT
VALANCE)
TOP ROLLER HARDWARE
JAMB
DOOR - PER PLAN
DOOR - PER PLAN
DOOR - PER PLANGYP. BD.
1x WOOD OR M.D.F.
(PAINT TO MATCH WALL)
DOOR - PER PLAN
LINE OF WALL
(BEYOND)
LINE OF
FLOOR
FINISH FLOOR & PAD
1x SPACER
FLOOR GUIDE
WOOD DOOR FRAME
WOOD DOOR FRAME
HEAD
TIGHT JAMB
THRESHOLD
PREFABRICATED SHOWER
SCALE: 1/2" = 1'-0"
PRIOR TO FRAMING.
VERIFY ALL REQTS. AND DIMS.
PREFABRICATED SHOWER UNIT
2x STUDS AT 16" oc. VERIFY
FLANGE REQUIREMENTS
5/8" TYPE X WATER RESISTANT
GWB COMPLETELY LINES ALL
WALL FRAMING UNDER
UNIT SUPPORT, BLKG., AND NAIL
3
SHOWER UNIT.
2
IN
S
T
A
L
L
.
R
Q
T
S
.
VE
R
I
F
Y
W
/
M
F
R
.
2
1
INSTALLATION. REFER TO TYPICAL
RQTS.
HANDICAPPED DETAILS FOR HEIGHT
1
2" CLR. MIN.
INSTALLATION RQTS.
VERIFY W/ MFR.
4
3
5
SOLID 2x BLKG. FOR GRAB BAR5
COORDINATE DRAIN BLOCK-OUT/4
6"x6" MIN. TO 8"x8" MAX. VERIFY.
CUT-OUT SIZE PER MFR. REQTS.
MOVEABLE KITCHEN ISLAND
SCALE: 3/4" = 1'-0"
3'
-
0
"
9"
2
1
/
2
"
1'
-
5
1
/
2
"
6"
1"
1/2"3"2'-2 1/2"2'-2 1/2"1/2"3"
5'-0"
1/2"3"1'-11"
2'-6"
1/2"3"
FRONTSIDEBACK
TOP
FINISHED PANEL
AT BACK
F.F.
(2)
OPERABLE
DRAWERS
AT FRONT
COUNTERTOP TO MATCH
ADJACENT KITCHEN
COUNTERS, TO BE
INSTALLED BY
CONTRACTOR
NOTES:
1) ISLAND BASE TO BE PAINTED
TO MATCH KITCHEN CABINETS.
2) BOTTOM OF LEGS TO HAVE
PLASTIC "SKID."
REFERENCE PHOTO
CERAMIC TILE INSTALLATION INTERIOR
DETAIL FILE NAME: P20150004_A950_10 SCALE: 3" = 1'-0"
WOOD STUDS PER WALL
ASSEMBLY OR METAL STUDS
PER WALL ASSEMBLY
GYPSUM WALLBOARD PER
WALL ASSEMBLY DETAIL
REQUIREMENTS. WATER
RESISTANT AT WET LOCATIONS
CEMENTITIOUS BACKER UNIT
"CBU" OR FIBER CEMENT
UNDERLAYMENT
MECHANICALLY ATTACHED
THROUGH GWB
THINSET METHOD
TILE PER INTERIOR DESIGN
TILE INSTALLATION PER TCA
HANDBOOK W244-03
MEMBRANE REQUIRED IN WET
AREAS
TYPICAL FLOOR TRANSITIONS
DETAIL FILE NAME: P20150004_A950_11 SCALE: 3" = 1'-0"
VINYL COMP. TILE
REDUCER (OR THRESHOLD WHERE OCCURS)
SEALED OR SWEAT/SWIRL
SEALED CONCRETE
REDUCER (OR THRESHOLD WHERE OCCURS)
CARPET
CARPET
REDUCER (OR THESHOLD WHERE OCCURS)
VINYL COMP. TILE, SHT. FL.
OR ELASTOMERIC
BRASS TRANSITION REDUCER
VCT OR SHT. FL.
MASTIC BED
CERAMIC TILE
MORTAR BED
VCT OR SHT. FL.
CARPET
BRASS TRANSITION REDUCER
MASTIC BED
PAD
STOP PAD AT THRESHOLD AND
PAD
CARPET
CARPET
DIRECT GLUE DOWN END
OF CARPET
PAD
BRASS EDGE TRIM
NAILING STRIP
CARPET
MASTIC BED
CERAMIC TILE
(QT SIM.)
CT OR QT TO CARPET
CARPET W/ PAD TO VCT
CT OR QT TO VCT, SHT. FL.
CARPET W/ PAD TO CARPET
CARPET (NO PAD) TO VCT, SHT. FL. OR ELASTOMERIC
CARPET (NO PAD) TO CONCRETE
VCT TO CONCRETE OR ELASTOMERIC
DIRECT GLUEDOWN
A
C
G
E
H
D
B
2
1
1
2
1
2
2
1
FINISH FLOOR ALIGNED
CONCRETE (ELASTOMERIC
TRAFFIC TOPPING SIM.)
(THRESHOLD WHERE OCCURS)
CERAMIC TILE (OR QT) TO CARPET (NO PAD)F
(QT SIM.)
CERAMIC TILE
MASTIC BED
CARPET
BRASS "Z" CLOSURE
(QUARRY TILE SIM.)
TRANSITION REDUCER
VCT OR SHT. FL.
MASTIC BED
WOOD PLANK
PAD
NAILING STRIP
CARPET
WOOD PLANK
CARPET END CAP / TRANSITION
WOOD PLANK TO CARPETJK
1
2
WOOD PLANK TO VCT, SHT. FL.
1/
4
"
M
A
X
.
1/
4
"
M
A
X
.
1/
2
"
M
A
X
.
1/
2
"
M
A
X
.
1/
4
"
M
A
X
.
1/
2
"
M
A
X
.
1/
2
"
M
A
X
.
1/
2
"
M
A
X
.
1/
2
"
M
A
X
.
NOT USEDNOT USED
HOLD- 829 N
Garfield St1/15/2025
LIVING
KITCHEN
DINING
BEDROOMBATH
CLO.
R.
LIVING
KITCHEN DINING
BEDROOM
BATH
HALL
CLO.
ELEC.PANEL
R.
LI
V
I
N
G
/
D
I
N
I
N
G
/
KI
T
C
H
E
N
R
.
DROOM
LI
V
I
N
G
/
D
I
N
I
N
G
/
KI
T
C
H
E
N
BE
D
R
O
O
M
BA
T
H
LA
U
N
.
CL
O
.
R
.
UP
UP
LIVING
KITCHEN
DINING
BEDROOM BATH
CLO.
R.
LI
V
I
N
G
/
D
I
N
I
N
G
/
KI
T
C
H
E
N
BE
D
R
O
O
M
BA
T
H
LA
U
N
.
CL
O
.
R
.
GM GM GM GM GM GM GM GM GM GM GM
1/4"=1'
PROPOSED FOUNDATION & RAISED FLOOR PLAN
(E
)
2
X
6
S
U
B
-
F
L
O
O
R
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E
)
2
X
6
S
U
B
-
F
L
O
O
R
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E
)
2
X
6
S
U
B
-
F
L
O
O
R
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E
)
2
X
6
S
U
B
-
F
L
O
O
R
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E
)
2
X
6
S
U
B
-
F
L
O
O
R
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E
)
2
X
6
S
U
B
-
F
L
O
O
R
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E
)
2
X
6
S
U
B
-
F
L
O
O
R
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E
)
2
X
6
S
U
B
-
F
L
O
O
R
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E
)
2
X
6
S
U
B
-
F
L
O
O
R
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E
)
C
O
N
T
2
X
6
SU
B
-
F
L
O
O
R
J
O
I
S
T
S
AT
1
6
"
O
.
C
.
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) 4 X 6 DROP BM
(E) 4 X 6 DROP BM
(E) 4 X 6 DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
6X4 6X4 6X4 6X4 6X4 6X4 6X4 6X4
6X4 6X4 6X4 6X4 6X4 6X4 6X4 6X4
6X4 6X4 6X4 6X4 6X4 6X4 6X4 6X4
6X4
6X4
6X4
6X4
6X4
6X4
6X4
6X4
2.5" STD
PIPE, TYP
6X4 6X4
(E) PAD
TYP
(E) PAD
TYP
(N) 4X4
HTT5
(N) 4X4
HTT5
(N) 4X4
HTT5
(N) 4X4(N) 4X4
(N) 4X4
HTT5
16'-0"
3
18
'
-
0
"
3
16'-0"
4 (N) 4X4
HTT5
8'
-
0
"
6
8'-0"
6
(N) 4X4
HTT5
2
SD1
6
SD1
6
SD1
6
SD1
2
SD1
6
SD1
TYP AT (N) FTG
16
SD1
TYP AT (N) FTG
7
SD2
TYP AT DIAPHRAGM
OPENING
7
SD1
7
SD1
3
SD1
8
SD1
7
SD2TYP
10
TYP
OUTLINE OF WEST WING / EXTENT WHERE MUDSILL
CONNECTION REPAIR IS REQUIRED
OUTLINE OF WEST WING / EXTENT WHERE MUDSILL
CONNECTION REPAIR IS REQUIRED
2
2'-4"
11
1
1
1
GARAGES
TYP
10
TYP
10
TYP
(N) 24" SQUARE PAD. SEE
3/SD1 FOR ADD'L INFO.
9
TYP
1
1
1
1
EXISTING RIDGE BOARDS, HIPS, & VALLEYS1
FR
A
M
I
N
G
K
E
Y
N
O
T
E
S
EXISTING 2-2X8 CEILING BEAM TO BE DEMO'D & REPLACED. SEE PROPOSED FRAMING PLANS2
ALIGN POST BELOW W/ POST ABV. PROVIDE FULL WIDTH SOLID BLKG AT INTERMEDIATE FLOORS3
EXISTING WALL OPENING TO BE IN-FILLED. SEE DETAIL 17/SD24
NEW WALL OPENING W/ HEADER PER PLAN. SEE DETAIL 18/SD25
INSTALL (N) CMST14 STRAP WITH LENGTH PER PLAN. RUN FIRST 8'-0" OVER ROOF SHEATHING
OVER SHEAR WALL TOP PLATES (SEE DETAIL 4/SD2) PER PLAN & REMAINDER LENGTH OVER (N)
4X BLOCKING (W/ BN) BETWEEN RAFTERS PER PLAN.
6
INSTALL (N) CMST14 STRAP WITH LENGTH PER PLAN. RUN FIRST 8'-0" OVER ROOF SHEATHING
OVER SHEAR WALL TOP PLATES (SEE DETAIL 4/SD2) PER PLAN & REMAINDER LENGTH OVER (N)
4X CONT RAFTER (W/ BN). IF AN ALIGNED 2X RAFTER COINSIDES WITH PROPOSED STRAP, STITCH
NAIL A (N) CONT 2X RAFTER ILO OF (N) 4X.
7
INSTALL (N) CS14 STRAP WITH LENGTH PER PLAN. RUN 1ST 8' ALONG LENGTH OF SHEARWALL
OVER 2X FLAT BLOCKING (OR CONT MEMBER AT PARALLEL FRAMING) WITH SHEAR TRANSFER
TO WALL, AND EXTEND REMAINING LENGTH OVER (N) SHEATHING OVER (E) 1X DECKING.
8
REFER TO DETAILS 17/SD1 & 23/SD2 FOR STAIR & GUARDRAIL RETROFIT9
(E) 1X6 DIAG DECKING INSTALLED OVER SUB-FLOOR/FLOOR JOISTS. INSTALL (N) FLOOR
SHEATHING LAYER DIRECTLY OVER (E) 1X DECKING PER DETAIL 15/SD3 & SPECIFICATIONS ON
SHEET SN-0.
10
1.
SHEAR
PANEL
TYPE
(2)(4)(7)
(B)(C)(E)
A35 OR
LTP4
(8)(9)(11)
ALLOW.
SHEAR
(PLF)
14"Ø
x6" SDS
SCREWS
LVL RIM
SOLE PLATE CONNECTION
12" O.C.350 8" O.C.9" O.C.4" O.C.
6" O.C.
10" O.C.
4" O.C.
6" O.C.7" O.C.
5" O.C.
3" O.C.
2 ROWS
STAGG.
@3" O.C.
490
640
16d
SINKERS
14"Ø
X6" SDS
SCREWS
DF RIM
NAIL
EDGE SPAC'G
FIELD SPAC'G
(5)
(2)(4)(7)
(B)(C)(E)
MUD SILL/SOLE SIZE
BOLT Ø & SPACING
2X SILL / 2X SOLE
12" Ø AT 48" O.C.
SILL PLATE &
ANCHOR BOLTS
4
3
2
(2)(4)(7)
(B)(C)(E)
APA
RATED
PANEL
(1)(3)
(10)
8d's @
4" O.C.
12" O.C.
(6)
8d's @
3" O.C.
12" O.C.
(6)
8d's @
2" O.C.
12" O.C.
(6)
3 8"
3 8"
3 8"
(7)(B)(C)
8d's @
6" O.C.
12" O.C.
(6)
20" O.C.260 12" O.C.14" O.C.6" O.C.
6
3 8"
NO
SHEAR
2X SILL / 2X SOLE
5 8" Ø AT 16" O.C.
2X SILL / 2X SOLE
5 8" Ø AT 16" O.C.
3X SILL / 2X SOLE
5 8" Ø AT 16" O.C.
3X SILL / 2X SOLE
3 4" Ø AT 16" O.C.
---48" O.C.36" O.C.36" O.C.8" O.C.
6" O.C.4" O.C.5" O.C.
2 ROWS
STAGG.
@3" O.C.
870
1
(2)(4)(7)
(B)(C)(E)
10d's @
2" O.C.
12" O.C.
(6)
15 32"3X SILL / 2X SOLE
3 4" Ø AT 16" O.C.
3" O.C.2" O.C.2.5" O.C.-1740
D1
(2)(4)(7)
(B)(C)(E)
10d's @
2" O.C.
12" O.C.
(6)
15 32"
EA
FACE
3X SILL / 2X SOLE
3 4" Ø AT 16" O.C.
BLKG
RIM
TJI 110
FRMG
ABOVE &
BELOW
SHEAR
CONC'TR
TJI 110
TJI 110
11
2 LSL
11
2 LSL
13
4 LSL
31
2 LSL
OR PSL
SHEAR FOOTNOTES NOTES
(1)SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES.
(2)PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED.
(3)STUDS ARE SPACED AT 16" O.C. MAX.
(4)PERIODIC SPECIAL INSPECTION IS REQUIRED.
(5)COMMON NAILS MUST BE USED WITH NO SUBSTITUTION.
(6)NAIL ARE MINIMUM 3/8" FROM PANEL EDGES & MINIMUM 1/4" FROM STUD EDGES.
(7)NAIL ARE MINIMUM 1/2" FROM PANEL EDGES & MINIMUM 3/8" FROM STUD EDGES.
(8)USE CLIPS AT 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.O.)
(9)USE SPACING PER SCHED. IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED ON FRAMING PLAN.
(10)SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS.
(11)USE 8d X 212" NAIL IF A35, LTP4 OR LS50 ARE INSTALLED OVER SHEATHING.
(12)DO NOT INSTALL FRAMING CLIP WITH GAP BETWEEN TWO MEMBERS.
(13)FOR DOUBLE SIDED SHEAR PANELS:
a.USE HALF THE SPACING OF SILL PLATE FASTENERS STAGGERED FOR TYPE
b.USE ONLY 1/4"ØX6" SDS SCREWS IN SCHEDULE & WITH HALF THE SPACING,
FOR TYPES &
ANCHOR BOLTS FOOTNOTES NOTES
(A)FOR INTERIOR NON-SHEAR, NON-BEARING WALLS, 0.145" SHOT PINS AT 24" O.C. AND 1.25"
PENETRATION INTO CONCRETE MAY BE USED IN LIEU OF ANCHOR BOLTS.
(B)WHEN USING DIAGONALLY SLOTTED 3" SQUARE PLATE WASHERS FOR ANCHOR BOLTS:
(1) SLOTTED HOLE NOT TO EXCEED 1 3 4".
(2) WIDTH MAY BE 3 16" LARGER THAN THE ANCHOR BOLT USED.
(3) PROVIDE STANDARD CUT WASHER BETWEEN PLATE WASHER AND NUT.
(C)SQUARE PLATE WASHER MUST BE WITHIN 12" OF SILL PLATE EDGE AT SHEAR PANEL SIDE.
(D)PER ANSI/AF SDPWS - 2018 TABLE A2, USE OF STANDARD CUT WASHERS IS PERMITTED.
(E)PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER
FASTENING OF COMPONENTS OF THE SHEAR WALL.
GENERAL NOTES
4" MINIMUM ANCHOR BOLT END DISTANCE OF SILL PLATE, TYP.
ANCHOR BOLTS SHOULD BE SPACED EQUALLY AS POSSIBLE
ANCHOR BOLTS SPACING SHALL CONTINUE BELOW OPENINGS WHERE SHEAR PANEL OCCURS.
3
21
FO
U
N
D
A
T
I
O
N
N
O
T
E
S
FO
U
N
D
A
T
I
O
N
L
E
G
E
N
D
SH
E
A
R
W
A
L
L
&
A
N
C
H
O
R
B
O
L
T
S
C
H
E
D
U
L
E
FO
U
N
D
A
T
I
O
N
K
E
Y
N
O
T
E
S
4.
6.
7.
(E) FOOTING2.
FOOTING BELOW, SEE SCHEDULE OR
DETAILS INDICATED ON PLAN.
CURB EDGE, SLAB EDGE, OR CHANGE IN ELEVATION.
POST AND SIMPSON HOLDOWN ANCHOR/STRAP. INSTALL HOLDOWN
ANCHOR PER MANUFACTURER'S RECOMMENDATIONS. SEE 11/SD1
AT (N) STEM WALLS & 6/SD1 AT (E) SLAB ON GRADE FOUNDATION
DESIGNATES SHEAR TYPE & SHEAR PANEL LENGTH.
REFER TO SHEAR & ANCHOR BOLT SCHEDULE BELOW & DETAIL
1/SD3 FOR MORE INFORMATION
DETAIL CALLOUT
4x4
HTT4
XX
SDX
X'-X"
X
1.SPECIFICATIONS AND NOTES ON SHEET SN0, TYPICAL STRUCTURAL DETAILS ON ALL
SHEETS, AND FOLLOWING NOTES APPLY TO THE FOUNDATION WORK.
2.ALL EXISTING CONCRETE & WOOD MATERIAL WHICH WILL BE PART OF THE STRENGTHENING
WORK SHALL BE IN SOUND CONDITIONS & FREE FROM DEFECTS WHICH WOULD
SUBSTANTIALLY REDUCE THE CAPACITY OF THE MATERIAL. WHEN REPLACING
SUBSTANDARD ELEMENTS, REPLACE USING MATERIAL THAT MEET THE MINIMUM BUILDING
CODE REQUIREMENTS (e.g. STEM WALL FOOTING, ANCHOR BOLTS, 1X DECKING, ETC.)
3.ALL EXISTING UNDER FLOOR VENTILATION SHALL BE MAINTAINED.
4.ALL METAL HARDWARE/CONNECTORS SHALL BE USED & INSTALLED PER THE MANU.
INSTRUCTION & APPROVED ICC-ESR REPORT. WHERE HARDWARE IS IN CONTACT WITH
PRESSURE TREATED WOOD, FASTENERS SHALL BE HOT DIPPED GALVANIZED (ASTM A153) &
CONNECTORS SHALL HAVE THE FOLLOWING CORROSION RESISTANCE SPECIFICATIONS
(ASTM A653 CLASS G185).
5.MUDSILL CONNECTIONS:
5.1.NEW ANCHOR BOLTS OR RETROFIT PLATE PER DETAIL 6/SD1 ARE REQUIRED ALONG THE
PERIMETER OF THE WEST WING WHERE NOT GARAGES - SEE PROPOSED FOUNDATION
PLAN.
5.2.WHERE EXISTING CONTINOUS RIM JOISTS OR SOLID BLOCKING BETWEEN JOISTS DOES
NOT EXIST OVER THE MUD SILL OR IS ROTTEN, PROVIDE NEW BLOCKING AND
CONNECTION PER DETAIL 14/SD1
5.3.ALL NEW MUD SILL BOLTS AT NEW FOOTINGS SHALL HAVE 3" SQUARE X 14" THICK PLATE
WASHERS INSTALLED BETWEEN THE MUD SILL AND THE BOLT NUT.
6.FOUNDATION HARDWARE AND REINFORCEMENT MUST BE SECURELY TIED IN PLACE PRIOR
TO INSPECTION & CONCRETE POUR.
7.INSPECTION BY THE BUILDING DEPARTMENT ARE REQUIRED FOR FOUNDATION BOLTS &
RETROFIT PLATES.
8.DO NOT INSTALL PLUMBING IN NEW SHEAR WALLS FOOTINGS/STEM WALLS.
SUMMARY OF (E) FOUNDATION:
AT UNITS: 8" STEM WALL W/ FOOTING ALL AROUND THE PREMIER SUPPORTING A RAISED WOOD
FLOOR SPANNING BETWEEN INTERIOR POSTS W/ SQUARE PAD FOOTINGS.
AT GARAGES: 4" THICK CONCRETE SLAB ON GRADE W/ 12" WIDE X 12" DEEP PERIMETER FTGS.
1
(N) FOOTING PER SCHEDULE U.N.O. ON PLANS3.
(N) FOOTING PER 2/SD1 SHALL BE POURED SO THAT THE (E) SUB-FLOOR JOIST ARE BEARING
OVER (N) SILL.2
(E) 1X6 DIAG DECKING INSTALLED OVER SUB-FLOOR/FLOOR JOISTS.3
ALL DRAWINGS & WRITTEN MATERIAL HEREIN CONSTITUTES THE
ENGINEER'S ORIGINAL WORK. THE SAME SHALL NOT BE DUPLICATED,
USED, OR SHARED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE
ENGINEER. ESSE'S ALL RIGHTS RESERVED
947 E. FAIRWAY DRIVE,
ORANGE, CA 92866
(714) 400 - 5584
NO.DATE ISSUE
SHEET NO.
GA
R
F
I
E
L
D
R
E
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T
O
R
A
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I
O
N
/
R
E
M
O
D
E
L
VV
S
E
S
T
A
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E
S
L
L
C
82
9
N
.
G
A
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F
I
E
L
D
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E
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SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
07-09-2024
ELIE SAYEGH, PE
0127
DOCUMENTS ORIGINAL ISSUE DATE:
PROJECT ENGINEER:
PROJECT NO.
2N
D
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
2ND PLAN CHECK
SUBMITTAL109-13-2024
PR
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S101
BASED ON INITIAL SITE ASSESSMENTS COMPLETED BY ESSE & ON THE PERIOD DURING WHICH THE STRUCTURE WAS BUILT, THE FOLLOWING
DETERMINATION & OR ASSUMPTIONS ARE MADE:
1.(E) FOUNDATION BELOW THE 2-STORY STRUCTURE CONSISTS OF THE FOLLOWING:
1.1.AT UNITS: RAISED WOOD FLR W/ INT POSTS & PADS, AND RAISED CONC. STEMS AT PERIMETER AS SHOWN ON DETAIL 1/SD1.
1.2.AT GARAGES: SLAB ON GRADE FOUNDATION W/ PERIMETER FOOTINGS (12" X 12") AND 4" SLAB ON GRADE
2.(E) RAISED FOUNDATION BRACING WALLS: NO DEFICIENCIES OBSERVED OR APPLICABLE GIVEN THE PERIMETER FOUNDATION WALLS ARE
FULL HEIGHT CONCRETE STEMS, A FAVORABLE SOUND FOUNDATION SYSTEM NOT REQUIRING BRACING WALL RETROFITS VS WOOD FRAMED
BRACED FOUNDATION WALLS.
3.(E) ANCHORAGE DEFICIENCIES: ANCHOR BOLTS WERE NOTED DURING ESSE'S SITE ASSESSMENTS. THERE ARE PROVIDED ALONG THE
LENGTH OF THE PERIMETER STEM WALLS. NO LOCAL MANDATE TO RETROFIT THOSE CONDITIONS FOR THE (E) BUILDING NOT UNDERGOING
A SEISMIC UPGRADE. NONETHELESS, OWNER & ESSE DETERMINED AN ANCHOR BOLT CONNECTION UPGRADE ALONG THE WEST WING
WOULD BENEFIT THE STRUCTURE'S STRENGTH DURING A SEISMIC EVENT. DETAIL 6/SD1 IS PROVIDED FOR THE REQUIRED PLATE UPGRADE.
4.DAMAGES IN THE (E) RAISED 1ST FLOOR & 2ND FLOOR WOOD DIAPHRAGMS: DAMAGES IN THE FORM OF OPENINGS IN THE FLOOR OR
DAMAGE 1X DECKING WERE ENCOUNTERED & SHALL BE REPAIRED. ALTHOUGH ESSE DOES NOT PROVIDE FULL INSPECTIONS OF THE
EXISTING STRUCTURE DAMAGES, AS THE ENGINEER OF RECORD, IT IS DEEMED THAT THE NUMBER & SIZE OF THE OPENINGS/DAMAGE
UNCOUNTED DO NOT CREATE DEFICIENCIES IN THE STRUCTURE'S OVERALL STRUCTURAL SYSTEM CAPACITIES. HOWEVER, THE OPENINGS
OR DAMAGES PRESENT LOCALIZED DEFICIENCIES AND SHALL BE REPAIRED PER DETAIL 7/SD3.
5.DAMAGE IN THE (E) 1ST & 2ND STORY WALL BRACED SYSTEMS: DAMAGE TO DIAGONAL MEMBERS OF THE BRACING WALL SYSTEM WERE
FOUND DURING ESSE'S SITE ASSESSMENTS. THE DAMAGE WAS FOUND IN MULTIPLE LOCATIONS. THE NUMBER OF IMPACTED WALLS IS
RELATIVELY LOW AND SOME CAN BE ATTRIBUTED TO (E) PLUMBING WORK COMPLETED DURING THE ORIGINAL CONSTRUCTION.
ADDITIONALLY, THE MAJORITY OF CUT BRACES FALL IN THE WEST WING OF THE BUILDING. THE DAMAGES CAN HAVE AN IMPACT ON THE
BUILDING'S STRUCTURAL INTEGRITY IF LEFT UNREPAIRED OR IF NOT REPLACED WITH AN ALTERNATE SYSTEM. ESSE'S DESIGN APPROACH
USES A COMBINATION OF BOTH.
5.1.REPAIR OF (E) DAMAGED OR CUT DIAGONAL SHALL BE MADE BY INSTALLING NEW SHEAR PANEL AS NOTED PLAN & WHERE POSSIBLE. IN
SOME CONDITIONS WERE THE REPAIR CANNOT BE COMPLETED DUE TO CONFLICT WITH (E) OR (N) MEP, IT IS ACCEPTABLE TO FORGO
THE RETROFIT WHERE A NEW LATERAL SYSTEM IS BEING PROVIDED IN LINE OF THE SUBJECT ARE & AS OUTLINED PER NOTE #.2 BELOW.
ENGINEER IS NOT RESPONSIBLE FOR LOCATING ALL CONDITIONS. INSTEAD THAT IS THE RESPONSIBILITY OF THE CONTRACTOR.
5.2.A NEW LATERAL SYSTEM CONSISTING OF 2 ADDED WOOD SHEAR WALLS, ONE EACH DIRECTION, WITHIN THE EAST WING WITH ADDED
DIAGRAM SHEAR TRANSFER, CONVENTIONAL HOLDOWNS, AND (N) INTERIOR FOOTINGS BELOW EACH WALL. SEE FRAMING PLAN.
6.(N) 15 32" FLOOR SHEATHING WAS INSTALLED DURING THE MOST RECENT WORK PERFORMED TO THE INTERIORS OF THE UNITS. IN DETAIL
15/SD3, ESSE PROVIDES THE REQUIRED NAILING TO PROPERLY CONNECT THE ADDED FLOOR SHEATHING INTO THE 1X DECKING DIAPHRAGM
& IN RESULT PROVIDED NEWLY ADDED DIAPHRAGM STRENGTH. NOTE THAT ESSE DID NOT MAKE AN ATTEMPT TO ANALYZE THE DIAPHRAGM
STRUCTURAL CAPACITY & DOES NOT BELIEVE THAT IT IS REQUIRED.THE (E) 1X DECKING IS INSTALLED DIAGONALLY, AND UNLIKE A STRAIGHT
DECKING INSTALLATION, DIAGONAL DECKING CAN IS CAPABLE OF TRANSFERRING DIAPHRAGM LOAD IN MULTIPLE DIRECTIONS.
7.BATRHOOM AREAS SHOW SIGN OF DETERIORATED & ROTTEN WOOD STUDS, SILLS, & HEADERS. ALL SUCH FRAMING SHALL BE REPLACED
WITH NEW LUMBER PER NOTES ON SN0. REPLACE ALL ROTTEN HEADERS AT SUCH CONDITIONS WITH SAME SIZE AS (E). REPLACED WALLS
SHALL BE FRAMED PER 1/SD3. ALL DAMAGED STAIR TREADS, RISERS, & STRINGERS SHALL BE RETROFITTED PER NOTES ON DETAIL 17/SD1.
WHERE INT STRINGERS ARE REQUIRED, RETROFIT PER DETAIL 17/SD1. WHERE NEW GUARDRAILS ARE REQUIRED, SEE DETAIL 23/SD2.
STRUCTURAL REPAIR NOTES
MUD SILL CONNECTION REPAIR
(NEW ANCHOR PLATE)
TYP REPAIR DETAILS
6
SD1
REPAIR AT DIAPHRAGM
CUT-OUTS
7
SD3
TYP (N) SHEATHING LAYERS O/
(E) 1X DECKING
15
SD3
(N)INFILL WALL AT (E)
OPENING
17
SD2
NEW OPENING IN (E) WALL 18
SD2
07/01/202409/13/2024
HOLD- 829 N
Garfield St1/15/2025
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BEDROOMBATH
LIVING
KITCHEN DINING
BEDROOM
BATH
HALL
ELEC.PANEL
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UP
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GM GM GM GM GM GM GM GM GM GM GM
1/4"=1'
EXISTING FOUNDATION & RAISED FLOOR PLAN
1
SD1
(E), TYP
(E
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2
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GARAGES
3
TYP
3
TYP
3
TYP
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) 4 X 6 DROP BM
(E) 4 X 6 DROP BM
(E) 4 X 6 DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
(E) CONT 4 X 6
DROP BM
1
SD1
(E), TYP
1
SD1
(E), TYP
1
SD1
(E) TYP
6X4 6X4 6X4 6X4 6X4 6X4 6X4 6X4
6X4 6X4 6X4 6X4 6X4 6X4 6X4 6X4
6X4 6X4 6X4 6X4 6X4 6X4 6X4 6X4
6X4
6X4
6X4
6X4
6X4
6X4
6X4
6X4
2.5" STD
PIPE, TYP
6X4 6X4
(E) PAD
TYP
(E) PAD
TYP
TYP
1
UNITS
TYP
1
UNITS
TYP
1
UNITS
TYP
1
UNITS
TYP
1
UNITS
TYP
1
SD1
(E), TYP
1
SD1
(E),SIM
1
1
1
EXISTING RIDGE BOARDS, HIPS, & VALLEYS1
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EXISTING 2-2X8 CEILING BEAM TO BE DEMO'D & REPLACED. SEE PROPOSED FRAMING PLANS2
ALIGN POST BELOW W/ POST ABV. PROVIDE FULL WIDTH SOLID BLKG AT INTERMEDIATE FLOORS3
EXISTING WALL OPENING TO BE IN-FILLED. SEE DETAIL 17/SD24
NEW WALL OPENING W/ HEADER PER PLAN. SEE DETAIL 18/SD25
INSTALL (N) CMST14 STRAP WITH LENGTH PER PLAN. RUN FIRST 8'-0" OVER ROOF SHEATHING
OVER SHEAR WALL TOP PLATES (SEE DETAIL 4/SD2) PER PLAN & REMAINDER LENGTH OVER (N)
4X BLOCKING (W/ BN) BETWEEN RAFTERS PER PLAN.
6
INSTALL (N) CMST14 STRAP WITH LENGTH PER PLAN. RUN FIRST 8'-0" OVER ROOF SHEATHING
OVER SHEAR WALL TOP PLATES (SEE DETAIL 4/SD2) PER PLAN & REMAINDER LENGTH OVER (N)
4X CONT RAFTER (W/ BN). IF AN ALIGNED 2X RAFTER COINSIDES WITH PROPOSED STRAP, STITCH
NAIL A (N) CONT 2X RAFTER ILO OF (N) 4X.
7
INSTALL (N) CS14 STRAP WITH LENGTH PER PLAN. RUN 1ST 8' ALONG LENGTH OF SHEARWALL
OVER 2X FLAT BLOCKING (OR CONT MEMBER AT PARALLEL FRAMING) WITH SHEAR TRANSFER
TO WALL, AND EXTEND REMAINING LENGTH OVER (N) SHEATHING OVER (E) 1X DECKING.
8
REFER TO DETAILS 17/SD1 & 23/SD2 FOR STAIR & GUARDRAIL RETROFIT9
(E) 1X6 DIAG DECKING INSTALLED OVER SUB-FLOOR/FLOOR JOISTS. INSTALL (N) FLOOR
SHEATHING LAYER DIRECTLY OVER (E) 1X DECKING PER DETAIL 15/SD3 & SPECIFICATIONS ON
SHEET SN-0.
10
1.
SHEAR
PANEL
TYPE
(2)(4)(7)
(B)(C)(E)
A35 OR
LTP4
(8)(9)(11)
ALLOW.
SHEAR
(PLF)
14"Ø
x6" SDS
SCREWS
LVL RIM
SOLE PLATE CONNECTION
12" O.C.350 8" O.C.9" O.C.4" O.C.
6" O.C.
10" O.C.
4" O.C.
6" O.C.7" O.C.
5" O.C.
3" O.C.
2 ROWS
STAGG.
@3" O.C.
490
640
16d
SINKERS
14"Ø
X6" SDS
SCREWS
DF RIM
NAIL
EDGE SPAC'G
FIELD SPAC'G
(5)
(2)(4)(7)
(B)(C)(E)
MUD SILL/SOLE SIZE
BOLT Ø & SPACING
2X SILL / 2X SOLE
12" Ø AT 48" O.C.
SILL PLATE &
ANCHOR BOLTS
4
3
2
(2)(4)(7)
(B)(C)(E)
APA
RATED
PANEL
(1)(3)
(10)
8d's @
4" O.C.
12" O.C.
(6)
8d's @
3" O.C.
12" O.C.
(6)
8d's @
2" O.C.
12" O.C.
(6)
3 8"
3 8"
3 8"
(7)(B)(C)
8d's @
6" O.C.
12" O.C.
(6)
20" O.C.260 12" O.C.14" O.C.6" O.C.
6
3 8"
NO
SHEAR
2X SILL / 2X SOLE
5 8" Ø AT 16" O.C.
2X SILL / 2X SOLE
5 8" Ø AT 16" O.C.
3X SILL / 2X SOLE
5 8" Ø AT 16" O.C.
3X SILL / 2X SOLE
3 4" Ø AT 16" O.C.
---48" O.C.36" O.C.36" O.C.8" O.C.
6" O.C.4" O.C.5" O.C.
2 ROWS
STAGG.
@3" O.C.
870
1
(2)(4)(7)
(B)(C)(E)
10d's @
2" O.C.
12" O.C.
(6)
15 32"3X SILL / 2X SOLE
3 4" Ø AT 16" O.C.
3" O.C.2" O.C.2.5" O.C.-1740
D1
(2)(4)(7)
(B)(C)(E)
10d's @
2" O.C.
12" O.C.
(6)
15 32"
EA
FACE
3X SILL / 2X SOLE
3 4" Ø AT 16" O.C.
BLKG
RIM
TJI 110
FRMG
ABOVE &
BELOW
SHEAR
CONC'TR
TJI 110
TJI 110
11
2 LSL
11
2 LSL
13
4 LSL
31
2 LSL
OR PSL
SHEAR FOOTNOTES NOTES
(1)SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES.
(2)PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED.
(3)STUDS ARE SPACED AT 16" O.C. MAX.
(4)PERIODIC SPECIAL INSPECTION IS REQUIRED.
(5)COMMON NAILS MUST BE USED WITH NO SUBSTITUTION.
(6)NAIL ARE MINIMUM 3/8" FROM PANEL EDGES & MINIMUM 1/4" FROM STUD EDGES.
(7)NAIL ARE MINIMUM 1/2" FROM PANEL EDGES & MINIMUM 3/8" FROM STUD EDGES.
(8)USE CLIPS AT 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.O.)
(9)USE SPACING PER SCHED. IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED ON FRAMING PLAN.
(10)SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS.
(11)USE 8d X 212" NAIL IF A35, LTP4 OR LS50 ARE INSTALLED OVER SHEATHING.
(12)DO NOT INSTALL FRAMING CLIP WITH GAP BETWEEN TWO MEMBERS.
(13)FOR DOUBLE SIDED SHEAR PANELS:
a.USE HALF THE SPACING OF SILL PLATE FASTENERS STAGGERED FOR TYPE
b.USE ONLY 1/4"ØX6" SDS SCREWS IN SCHEDULE & WITH HALF THE SPACING,
FOR TYPES &
ANCHOR BOLTS FOOTNOTES NOTES
(A)FOR INTERIOR NON-SHEAR, NON-BEARING WALLS, 0.145" SHOT PINS AT 24" O.C. AND 1.25"
PENETRATION INTO CONCRETE MAY BE USED IN LIEU OF ANCHOR BOLTS.
(B)WHEN USING DIAGONALLY SLOTTED 3" SQUARE PLATE WASHERS FOR ANCHOR BOLTS:
(1) SLOTTED HOLE NOT TO EXCEED 1 3 4".
(2) WIDTH MAY BE 3 16" LARGER THAN THE ANCHOR BOLT USED.
(3) PROVIDE STANDARD CUT WASHER BETWEEN PLATE WASHER AND NUT.
(C)SQUARE PLATE WASHER MUST BE WITHIN 12" OF SILL PLATE EDGE AT SHEAR PANEL SIDE.
(D)PER ANSI/AF SDPWS - 2018 TABLE A2, USE OF STANDARD CUT WASHERS IS PERMITTED.
(E)PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER
FASTENING OF COMPONENTS OF THE SHEAR WALL.
GENERAL NOTES
4" MINIMUM ANCHOR BOLT END DISTANCE OF SILL PLATE, TYP.
ANCHOR BOLTS SHOULD BE SPACED EQUALLY AS POSSIBLE
ANCHOR BOLTS SPACING SHALL CONTINUE BELOW OPENINGS WHERE SHEAR PANEL OCCURS.
3
21
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SH
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4.
6.
7.
(E) FOOTING2.
FOOTING BELOW, SEE SCHEDULE OR
DETAILS INDICATED ON PLAN.
CURB EDGE, SLAB EDGE, OR CHANGE IN ELEVATION.
POST AND SIMPSON HOLDOWN ANCHOR/STRAP. INSTALL HOLDOWN
ANCHOR PER MANUFACTURER'S RECOMMENDATIONS. SEE 11/SD1
AT (N) STEM WALLS & 6/SD1 AT (E) SLAB ON GRADE FOUNDATION
DESIGNATES SHEAR TYPE & SHEAR PANEL LENGTH.
REFER TO SHEAR & ANCHOR BOLT SCHEDULE BELOW & DETAIL
1/SD3 FOR MORE INFORMATION
DETAIL CALLOUT
4x4
HTT4
XX
SDX
X'-X"
X
1.SPECIFICATIONS AND NOTES ON SHEET SN0, TYPICAL STRUCTURAL DETAILS ON ALL
SHEETS, AND FOLLOWING NOTES APPLY TO THE FOUNDATION WORK.
2.ALL EXISTING CONCRETE & WOOD MATERIAL WHICH WILL BE PART OF THE STRENGTHENING
WORK SHALL BE IN SOUND CONDITIONS & FREE FROM DEFECTS WHICH WOULD
SUBSTANTIALLY REDUCE THE CAPACITY OF THE MATERIAL. WHEN REPLACING
SUBSTANDARD ELEMENTS, REPLACE USING MATERIAL THAT MEET THE MINIMUM BUILDING
CODE REQUIREMENTS (e.g. STEM WALL FOOTING, ANCHOR BOLTS, 1X DECKING, ETC.)
3.ALL EXISTING UNDER FLOOR VENTILATION SHALL BE MAINTAINED.
4.ALL METAL HARDWARE/CONNECTORS SHALL BE USED & INSTALLED PER THE MANU.
INSTRUCTION & APPROVED ICC-ESR REPORT. WHERE HARDWARE IS IN CONTACT WITH
PRESSURE TREATED WOOD, FASTENERS SHALL BE HOT DIPPED GALVANIZED (ASTM A153) &
CONNECTORS SHALL HAVE THE FOLLOWING CORROSION RESISTANCE SPECIFICATIONS
(ASTM A653 CLASS G185).
5.MUDSILL CONNECTIONS:
5.1.NEW ANCHOR BOLTS OR RETROFIT PLATE PER DETAIL 6/SD1 ARE REQUIRED ALONG THE
PERIMETER OF THE WEST WING WHERE NOT GARAGES - SEE PROPOSED FOUNDATION
PLAN.
5.2.WHERE EXISTING CONTINOUS RIM JOISTS OR SOLID BLOCKING BETWEEN JOISTS DOES
NOT EXIST OVER THE MUD SILL OR IS ROTTEN, PROVIDE NEW BLOCKING AND
CONNECTION PER DETAIL 14/SD1
5.3.ALL NEW MUD SILL BOLTS AT NEW FOOTINGS SHALL HAVE 3" SQUARE X 14" THICK PLATE
WASHERS INSTALLED BETWEEN THE MUD SILL AND THE BOLT NUT.
6.FOUNDATION HARDWARE AND REINFORCEMENT MUST BE SECURELY TIED IN PLACE PRIOR
TO INSPECTION & CONCRETE POUR.
7.INSPECTION BY THE BUILDING DEPARTMENT ARE REQUIRED FOR FOUNDATION BOLTS &
RETROFIT PLATES.
8.DO NOT INSTALL PLUMBING IN NEW SHEAR WALLS FOOTINGS/STEM WALLS.
SUMMARY OF (E) FOUNDATION:
AT UNITS: 8" STEM WALL W/ FOOTING ALL AROUND THE PREMIER SUPPORTING A RAISED WOOD
FLOOR SPANNING BETWEEN INTERIOR POSTS W/ SQUARE PAD FOOTINGS.
AT GARAGES: 4" THICK CONCRETE SLAB ON GRADE W/ 12" WIDE X 12" DEEP PERIMETER FTGS.
1
(N) FOOTING PER SCHEDULE U.N.O. ON PLANS3.
(N) FOOTING PER 2/SD1 SHALL BE POURED SO THAT THE (E) SUB-FLOOR JOIST ARE BEARING
OVER (N) SILL.2
(E) 1X6 DIAG DECKING INSTALLED OVER SUB-FLOOR/FLOOR JOISTS.3
ALL DRAWINGS & WRITTEN MATERIAL HEREIN CONSTITUTES THE
ENGINEER'S ORIGINAL WORK. THE SAME SHALL NOT BE DUPLICATED,
USED, OR SHARED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE
ENGINEER. ESSE'S ALL RIGHTS RESERVED
947 E. FAIRWAY DRIVE,
ORANGE, CA 92866
(714) 400 - 5584
NO.DATE ISSUE
SHEET NO.
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9
2
7
0
1
07-09-2024
ELIE SAYEGH, PE
0127
DOCUMENTS ORIGINAL ISSUE DATE:
PROJECT ENGINEER:
PROJECT NO.
2N
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2ND PLAN CHECK
SUBMITTAL109-13-2024
EX
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F
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D
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&
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P
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S101D
BASED ON INITIAL SITE ASSESSMENTS COMPLETED BY ESSE & ON THE PERIOD DURING WHICH THE STRUCTURE WAS BUILT, THE FOLLOWING
DETERMINATION & OR ASSUMPTIONS ARE MADE:
1.(E) FOUNDATION BELOW THE 2-STORY STRUCTURE CONSISTS OF THE FOLLOWING:
1.1.AT UNITS: RAISED WOOD FLR W/ INT POSTS & PADS, AND RAISED CONC. STEMS AT PERIMETER AS SHOWN ON DETAIL 1/SD1.
1.2.AT GARAGES: SLAB ON GRADE FOUNDATION W/ PERIMETER FOOTINGS (12" X 12") AND 4" SLAB ON GRADE
2.(E) RAISED FOUNDATION BRACING WALLS: NO DEFICIENCIES OBSERVED OR APPLICABLE GIVEN THE PERIMETER FOUNDATION WALLS ARE
FULL HEIGHT CONCRETE STEMS, A FAVORABLE SOUND FOUNDATION SYSTEM NOT REQUIRING BRACING WALL RETROFITS VS WOOD FRAMED
BRACED FOUNDATION WALLS.
3.(E) ANCHORAGE DEFICIENCIES: ANCHOR BOLTS WERE NOTED DURING ESSE'S SITE ASSESSMENTS. THERE ARE PROVIDED ALONG THE
LENGTH OF THE PERIMETER STEM WALLS. NO LOCAL MANDATE TO RETROFIT THOSE CONDITIONS FOR THE (E) BUILDING NOT UNDERGOING
A SEISMIC UPGRADE. NONETHELESS, OWNER & ESSE DETERMINED AN ANCHOR BOLT CONNECTION UPGRADE ALONG THE WEST WING
WOULD BENEFIT THE STRUCTURE'S STRENGTH DURING A SEISMIC EVENT. DETAIL 6/SD1 IS PROVIDED FOR THE REQUIRED PLATE UPGRADE.
4.DAMAGES IN THE (E) RAISED 1ST FLOOR & 2ND FLOOR WOOD DIAPHRAGMS: DAMAGES IN THE FORM OF OPENINGS IN THE FLOOR OR
DAMAGE 1X DECKING WERE ENCOUNTERED & SHALL BE REPAIRED. ALTHOUGH ESSE DOES NOT PROVIDE FULL INSPECTIONS OF THE
EXISTING STRUCTURE DAMAGES, AS THE ENGINEER OF RECORD, IT IS DEEMED THAT THE NUMBER & SIZE OF THE OPENINGS/DAMAGE
UNCOUNTED DO NOT CREATE DEFICIENCIES IN THE STRUCTURE'S OVERALL STRUCTURAL SYSTEM CAPACITIES. HOWEVER, THE OPENINGS
OR DAMAGES PRESENT LOCALIZED DEFICIENCIES AND SHALL BE REPAIRED PER DETAIL 7/SD3.
5.DAMAGE IN THE (E) 1ST & 2ND STORY WALL BRACED SYSTEMS: DAMAGE TO DIAGONAL MEMBERS OF THE BRACING WALL SYSTEM WERE
FOUND DURING ESSE'S SITE ASSESSMENTS. THE DAMAGE WAS FOUND IN MULTIPLE LOCATIONS. THE NUMBER OF IMPACTED WALLS IS
RELATIVELY LOW AND SOME CAN BE ATTRIBUTED TO (E) PLUMBING WORK COMPLETED DURING THE ORIGINAL CONSTRUCTION.
ADDITIONALLY, THE MAJORITY OF CUT BRACES FALL IN THE WEST WING OF THE BUILDING. THE DAMAGES CAN HAVE AN IMPACT ON THE
BUILDING'S STRUCTURAL INTEGRITY IF LEFT UNREPAIRED OR IF NOT REPLACED WITH AN ALTERNATE SYSTEM. ESSE'S DESIGN APPROACH
USES A COMBINATION OF BOTH.
5.1.REPAIR OF (E) DAMAGED OR CUT DIAGONAL SHALL BE MADE BY INSTALLING NEW SHEAR PANEL AS NOTED PLAN & WHERE POSSIBLE. IN
SOME CONDITIONS WERE THE REPAIR CANNOT BE COMPLETED DUE TO CONFLICT WITH (E) OR (N) MEP, IT IS ACCEPTABLE TO FORGO
THE RETROFIT WHERE A NEW LATERAL SYSTEM IS BEING PROVIDED IN LINE OF THE SUBJECT ARE & AS OUTLINED PER NOTE #.2 BELOW.
ENGINEER IS NOT RESPONSIBLE FOR LOCATING ALL CONDITIONS. INSTEAD THAT IS THE RESPONSIBILITY OF THE CONTRACTOR.
5.2.A NEW LATERAL SYSTEM CONSISTING OF 2 ADDED WOOD SHEAR WALLS, ONE EACH DIRECTION, WITHIN THE EAST WING WITH ADDED
DIAGRAM SHEAR TRANSFER, CONVENTIONAL HOLDOWNS, AND (N) INTERIOR FOOTINGS BELOW EACH WALL. SEE FRAMING PLAN.
6.(N) 15 32" FLOOR SHEATHING WAS INSTALLED DURING THE MOST RECENT WORK PERFORMED TO THE INTERIORS OF THE UNITS. IN DETAIL
15/SD3, ESSE PROVIDES THE REQUIRED NAILING TO PROPERLY CONNECT THE ADDED FLOOR SHEATHING INTO THE 1X DECKING DIAPHRAGM
& IN RESULT PROVIDED NEWLY ADDED DIAPHRAGM STRENGTH. NOTE THAT ESSE DID NOT MAKE AN ATTEMPT TO ANALYZE THE DIAPHRAGM
STRUCTURAL CAPACITY & DOES NOT BELIEVE THAT IT IS REQUIRED.THE (E) 1X DECKING IS INSTALLED DIAGONALLY, AND UNLIKE A STRAIGHT
DECKING INSTALLATION, DIAGONAL DECKING CAN IS CAPABLE OF TRANSFERRING DIAPHRAGM LOAD IN MULTIPLE DIRECTIONS.
7.BATRHOOM AREAS SHOW SIGN OF DETERIORATED & ROTTEN WOOD STUDS, SILLS, & HEADERS. ALL SUCH FRAMING SHALL BE REPLACED
WITH NEW LUMBER PER NOTES ON SN0. REPLACE ALL ROTTEN HEADERS AT SUCH CONDITIONS WITH SAME SIZE AS (E). REPLACED WALLS
SHALL BE FRAMED PER 1/SD3. ALL DAMAGED STAIR TREADS, RISERS, & STRINGERS SHALL BE RETROFITTED PER NOTES ON DETAIL 17/SD1.
WHERE INT STRINGERS ARE REQUIRED, RETROFIT PER DETAIL 17/SD1. WHERE NEW GUARDRAILS ARE REQUIRED, SEE DETAIL 23/SD2.
STRUCTURAL REPAIR NOTES
07/01/202409/13/2024
HOLD- 829 N
Garfield St1/15/2025
LIVING
KITCHEN
DINING
BEDROOMBATH
CLO.
R.
LIVING
KITCHEN DINING
BEDROOM
BATH
HALL
CLO.
ELEC.PANEL
R.
LI
V
I
N
G
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D
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N
I
N
G
/
KI
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DROOM
LI
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UP
LIVING
KITCHEN
DINING
BEDROOM BATH
CLO.
R.
LI
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GM GM GM GM GM GM GM GM GM GM GM
LIVING
KITCHEN
DINING
BEDROOMBATH
CLO.
R.
LIVING
KITCHEN
DINING
BEDROOM BATH
CLO.
R.
1/4"=1'
PROPOSED 2ND FLOOR FRAMING PLAN / 1ST LEVEL WALLS
(E
)
2
X
1
2
F
L
O
O
R
JO
I
S
T
S
A
T
1
6
"
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(E
)
2
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2
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6
"
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.
(E
)
2
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1
2
F
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A
T
1
6
"
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.
C
.
(E
)
2
X
1
2
F
L
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JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E
)
2
X
1
2
F
L
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O
R
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E
)
H
D
R
(E) HDR
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E) HDR (E) HDR (E) HDR (E) HDR (E) HDR
(E
)
H
D
R
(E
)
H
D
R
(E) HDR
(E
)
2
X
1
2
F
L
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JO
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T
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A
T
1
6
"
O
.
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.
(E
)
C
A
N
T
2
X
1
2
F
L
O
O
R
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E) 4 X 12
DROP BEAM
(E) 4 X 12
DROP BEAM
(E) HDR (E) HDR(E) HDR (E) HDR(E) HDR
(E) HDR
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) 4 X 10
DROP BEAM
(E) 4 X 10
DROP BEAM
(E) 4 X 10
DROP BEAM
(E) 4 X 10
DROP BEAM
(E) 4 X 10
DROP BEAM
(E) HDR (E) HDR (E) HDR (E) HDR (E) HDR
(E) 2 X 12 ROOF
JOISTS AT 16" O.C.
(E
)
4
X
1
2
H
D
R
(E
)
4
X
1
2
H
D
R
(E
)
4
X
1
2
H
D
R
(E
)
4
X
1
2
H
D
R
(E
)
4
X
1
2
H
D
R
(E) HDR (E) HDR (E) HDR (E) HDR(E) HDR(E) HDR
(E
)
C
A
N
T
2
X
1
2
F
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JO
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T
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A
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1
6
"
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.
C
.
(E
)
C
O
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2
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1
2
F
L
O
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JO
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T
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A
T
1
6
"
O
.
C
.
(E
)
2
X
1
2
F
L
O
O
R
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E
)
2
X
1
2
F
L
O
O
R
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) HDR (E) HDR
(E) HDR
4
4
12
SD3
13
SD21
SD2
TYP
1
SD2
TYP
(N) 4X4
HTT5
(N) 4X4
HTT5
(N) 4X4
HTT5
14
SD2
(N) 4X4(N) 4X4 1 1
11
1
1
8
SD1
(N) 4X4
HTT5
(N) 4X6
(N) 4X6
16'-0"
3
5
5
18
'
-
0
"
3
16'-0"
49
SD1
(N) 4X4
HTT5
7
SD2TYP
8'
-
0
"
6
8'-0"
6
8
L = 28'-0"
8
L = 20'-0"
(N) 4X4
HTT5
1.THE SPECIFICATIONS & NOTES ON SHEET SN0, THE TYPICAL STRUCTURAL DETAILS ON ALL
SHEETS, AND THE FOLLOWING NOTES APPLY TO THE ROUGH FRAMING.
2.ALL NEW WALL FRAMING (BEARING & NON BEARING) SHALL BE PER DETAIL 1/SD3.
3.WALLS SHALL BE FRAMED WITH CONTINUOUS STUDS FROM THE FLOOR TO THE BOTTOM OF
THE CEILING JOISTS OR TRUSSES. BOTTOM OF CEILING JOISTS OR TRUSS BOTTOM CHORDS
SHALL FOLLOW THE ARCHITECTURAL CEILING LINE.
4.SHEAR PANELS CAN BE INSTALLED ON EITHER FACE OF THE WALL, FOLLOWING MINIMUM
LENGTHS AND MAXIMUM OPENING SIZES PER ARCH & STRUCTURAL. CONTACT EOR WHERE
CONFLICTS OCCUR.
5.CARRY ALL BEARING MULTIPLE STUDS & POSTS FROM UPPER LEVELS TO 1ST FLOOR OR
FLOOR BEAM BELOW. INSTALL VERTICAL SOLID BLOCKING AT INTERMEDIATE FLOOR LEVELS
TO MATCH SIZE OF STUDS OR POSTS ABOVE.
6.DO NOT INSTALL PLUMBING IN SHEAR WALLS. REFER TO ARCHITECTURAL PLANS FOR THE
LOCATIONS OF PLUMBING WALLS.
7.HOLES IN JOISTS SHALL NOT EXCEED THOSE ALLOWED BY THE JOIST MANUFACTURER.
NOTCHES AND HOLES IN PLATES AND 2X JOISTS SHALL NOT EXCEED THOSE SHOWN IN
DETAIL 8/SD3.
8.(N) SHEATHING NAILING AND INSTALLATION SHALL NOT BE COVERED PRIOR TO INSPECTION
BY THE BUILDING DEPARTMENT.
9.FOR HORIZONTAL CS STRAPS INSTALLED OVER BLOCKING (2X OR I-JOIST, AS DETAILED), USE
10D NAILS IN EVERY OTHER HOLE.
10.IF A 27" WIDE RAFTER BAY OCCURS, DOUBLE RAFTERS EACH SIDE, INSTALL PERPENDICULAR.
2X4 RJ & CJ (WHERE CEILING OCCURS) AT 24" O.C..
11.ALL MULTIPLE 2X MEMBERS SHALL BE LAMINATED WITH 16D NAILS AT 12" O.C. (ONE ROW FOR
UP TO 2X6 MEMBERS, 2 ROWS FOR UP TO 2X10 MEMBERS, 3 ROWS FOR UP TO 2X14
MEMBERS), U.N.O.
12.REFER TO DETAIL 5/SD3 FOR CEILING JOIST FRAMING AND CONNECTIONS.
XXX DESIGNATES REPETITIVE FRAMING MEMBER, SIZE AND
SPACING PER PLAN.
DESIGNATES SHEAR TYPE & SHEAR PANEL LENGTH. REFER TO
SHEAR & ANCHOR BOLT SCHEDULE BELOW & DETAIL 1/SD3 FOR
MORE INFORMATION
1.
5.
XXX DESIGNATES CANTILEVERED OR CONTINUOUS REPETITIVE
FRAMING MEMBER.2.
POST AND SIMPSON HOLDOWN ANCHOR/STRAP.
INSTALL HOLDOWN ANCHOR PER MANUFACTURER'S
RECOMMENDATIONS.
8.
7.DETAIL CALLOUT
DESIGNATES BEARING ON LEFT SIDE & HANGING ON RIGHT SIDE OF
A NON REPETITIVE FRAMING MEMBER. SEE SHEET SN0 FOR
ADDITIONAL INFO.
3.XXX
XXX DESIGNATES STRUCTURAL (EXTERIOR OR BEARING)
HEADER. PROVIDE KINGS STUDS AND TRIMMERS PER
DETAIL 1/SD3 U.N.O ON PLANS.
4.
X'-X"
X
XX
SDX
4x4
HTT4
SHEAR
PANEL
TYPE
(2)(4)(7)
(B)(C)(E)
A35 OR
LTP4
(8)(9)(11)
ALLOW.
SHEAR
(PLF)
14"Ø
x6" SDS
SCREWS
LVL RIM
SOLE PLATE CONNECTION
12" O.C.350 8" O.C.9" O.C.4" O.C.
6" O.C.
10" O.C.
4" O.C.
6" O.C.7" O.C.
5" O.C.
3" O.C.
2 ROWS
STAGG.
@3" O.C.
490
640
16d
SINKERS
14"Ø
X6" SDS
SCREWS
DF RIM
NAIL
EDGE SPAC'G
FIELD SPAC'G
(5)
(2)(4)(7)
(B)(C)(E)
MUD SILL/SOLE SIZE
BOLT Ø & SPACING
2X SILL / 2X SOLE
12" Ø AT 48" O.C.
SILL PLATE &
ANCHOR BOLTS
4
3
2
(2)(4)(7)
(B)(C)(E)
APA
RATED
PANEL
(1)(3)
(10)
8d's @
4" O.C.
12" O.C.
(6)
8d's @
3" O.C.
12" O.C.
(6)
8d's @
2" O.C.
12" O.C.
(6)
3 8"
3 8"
3 8"
(7)(B)(C)
8d's @
6" O.C.
12" O.C.
(6)
20" O.C.260 12" O.C.14" O.C.6" O.C.
6
3 8"
NO
SHEAR
2X SILL / 2X SOLE
5 8" Ø AT 16" O.C.
2X SILL / 2X SOLE
5 8" Ø AT 16" O.C.
3X SILL / 2X SOLE
5 8" Ø AT 16" O.C.
3X SILL / 2X SOLE
3 4" Ø AT 16" O.C.
---48" O.C.36" O.C.36" O.C.8" O.C.
6" O.C.4" O.C.5" O.C.
2 ROWS
STAGG.
@3" O.C.
870
1
(2)(4)(7)
(B)(C)(E)
10d's @
2" O.C.
12" O.C.
(6)
15 32"3X SILL / 2X SOLE
3 4" Ø AT 16" O.C.
3" O.C.2" O.C.2.5" O.C.-1740
D1
(2)(4)(7)
(B)(C)(E)
10d's @
2" O.C.
12" O.C.
(6)
15 32"
EA
FACE
3X SILL / 2X SOLE
3 4" Ø AT 16" O.C.
BLKG
RIM
TJI 110
FRMG
ABOVE &
BELOW
SHEAR
CONC'TR
TJI 110
TJI 110
11
2 LSL
11
2 LSL
13
4 LSL
31
2 LSL
OR PSL
SHEAR FOOTNOTES NOTES
(1)SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES.
(2)PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED.
(3)STUDS ARE SPACED AT 16" O.C. MAX.
(4)PERIODIC SPECIAL INSPECTION IS REQUIRED.
(5)COMMON NAILS MUST BE USED WITH NO SUBSTITUTION.
(6)NAIL ARE MINIMUM 3/8" FROM PANEL EDGES & MINIMUM 1/4" FROM STUD EDGES.
(7)NAIL ARE MINIMUM 1/2" FROM PANEL EDGES & MINIMUM 3/8" FROM STUD EDGES.
(8)USE CLIPS AT 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.O.)
(9)USE SPACING PER SCHED. IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED ON FRAMING PLAN.
(10)SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS.
(11)USE 8d X 212" NAIL IF A35, LTP4 OR LS50 ARE INSTALLED OVER SHEATHING.
(12)DO NOT INSTALL FRAMING CLIP WITH GAP BETWEEN TWO MEMBERS.
(13)FOR DOUBLE SIDED SHEAR PANELS:
a.USE HALF THE SPACING OF SILL PLATE FASTENERS STAGGERED FOR TYPE
b.USE ONLY 1/4"ØX6" SDS SCREWS IN SCHEDULE & WITH HALF THE SPACING,
FOR TYPES &
ANCHOR BOLTS FOOTNOTES NOTES
(A)FOR INTERIOR NON-SHEAR, NON-BEARING WALLS, 0.145" SHOT PINS AT 24" O.C. AND 1.25"
PENETRATION INTO CONCRETE MAY BE USED IN LIEU OF ANCHOR BOLTS.
(B)WHEN USING DIAGONALLY SLOTTED 3" SQUARE PLATE WASHERS FOR ANCHOR BOLTS:
(1) SLOTTED HOLE NOT TO EXCEED 1 3 4".
(2) WIDTH MAY BE 3 16" LARGER THAN THE ANCHOR BOLT USED.
(3) PROVIDE STANDARD CUT WASHER BETWEEN PLATE WASHER AND NUT.
(C)SQUARE PLATE WASHER MUST BE WITHIN 12" OF SILL PLATE EDGE AT SHEAR PANEL SIDE.
(D)PER ANSI/AF SDPWS - 2018 TABLE A2, USE OF STANDARD CUT WASHERS IS PERMITTED.
(E)PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER
FASTENING OF COMPONENTS OF THE SHEAR WALL.
GENERAL NOTES
4" MINIMUM ANCHOR BOLT END DISTANCE OF SILL PLATE, TYP.
ANCHOR BOLTS SHOULD BE SPACED EQUALLY AS POSSIBLE
ANCHOR BOLTS SPACING SHALL CONTINUE BELOW OPENINGS WHERE SHEAR PANEL OCCURS.
3
21
EXISTING RIDGE BOARDS, HIPS, & VALLEYS1
FR
A
M
I
N
G
N
O
T
E
S
FR
A
M
I
N
G
L
E
G
E
N
D
SH
E
A
R
W
A
L
L
&
A
N
C
H
O
R
B
O
L
T
S
C
H
E
D
U
L
E
FR
A
M
I
N
G
K
E
Y
N
O
T
E
S
EXISTING 2-2X8 CEILING BEAM TO BE DEMO'D & REPLACED. SEE PROPOSED FRAMING PLANS2
ALIGN POST BELOW W/ POST ABV. PROVIDE FULL WIDTH SOLID BLKG AT INTERMEDIATE FLOORS3
EXISTING WALL OPENING TO BE IN-FILLED. SEE DETAIL 17/SD24
NEW WALL OPENING W/ HEADER PER PLAN. SEE DETAIL 18/SD25
INSTALL (N) CMST14 STRAP WITH LENGTH PER PLAN. RUN FIRST 8'-0" OVER ROOF SHEATHING
OVER SHEAR WALL TOP PLATES (SEE DETAIL 4/SD2) PER PLAN & REMAINDER LENGTH OVER (N)
4X BLOCKING (W/ BN) BETWEEN RAFTERS PER PLAN.
6
INSTALL (N) CMST14 STRAP WITH LENGTH PER PLAN. RUN FIRST 8'-0" OVER ROOF SHEATHING
OVER SHEAR WALL TOP PLATES (SEE DETAIL 4/SD2) PER PLAN & REMAINDER LENGTH OVER (N)
4X CONT RAFTER (W/ BN). IF AN ALIGNED 2X RAFTER COINSIDES WITH PROPOSED STRAP, STITCH
NAIL A (N) CONT 2X RAFTER ILO OF (N) 4X.
7
LOCATION OF FLOOR DIAPHRAGM CUT-OUT/DAMAGE. REPAIR PER
DETAIL 7/SD2. NOT ALL LOCATION ARE SHOWN. THE CONTRACTOR
SHALL LOCATE & APPLY RETROFIT AT ALL SIMILAR CONDITIONS.
9.
LOCATION OF DAMAGED OR CUT WALL DIAGONALS. REPAIR BY
INSTALLING (N) TYPE 6 SHEAR PER THE SHEAR SCHEDULE. LENGTH TO
MATCH THAT OF THE DIAGONAL (HORIZONTAL) UNO ON THE PLANS.
NOT ALL LOCATION ARE SHOWN. CONTRACTOR SHALL VIF ALL OTHER
LOCATIONS.
10.
INSTALL (N) CS14 STRAP WITH LENGTH PER PLAN. RUN 1ST 8' ALONG LENGTH OF SHEARWALL
OVER 2X FLAT BLOCKING (OR CONT MEMBER AT PARALLEL FRAMING) WITH SHEAR TRANSFER
TO WALL, AND EXTEND REMAINING LENGTH OVER (N) SHEATHING OVER (E) 1X DECKING.
8
REFER TO DETAILS 17/SD1 & 23/SD2 FOR STAIR & GUARDRAIL RETROFIT9
(N) NON BEARING INTERIOR WALL PER 1/SD3 WITH NON BEARING
HEADERS PER 3/SD3. CONNECTION AT TOP & BOTTOM PER DETAIL
11/SD3.
11.
(E) 1X6 DIAG DECKING INSTALLED OVER SUB-FLOOR/FLOOR JOISTS. INSTALL (N) FLOOR
SHEATHING LAYER DIRECTLY OVER (E) 1X DECKING PER DETAIL 15/SD3 & SPECIFICATIONS ON
SHEET SN-0.
10
ALL DRAWINGS & WRITTEN MATERIAL HEREIN CONSTITUTES THE
ENGINEER'S ORIGINAL WORK. THE SAME SHALL NOT BE DUPLICATED,
USED, OR SHARED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE
ENGINEER. ESSE'S ALL RIGHTS RESERVED
947 E. FAIRWAY DRIVE,
ORANGE, CA 92866
(714) 400 - 5584
NO.DATE ISSUE
SHEET NO.
GA
R
F
I
E
L
D
R
E
S
T
O
R
A
T
I
O
N
/
R
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A
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82
9
N
.
G
A
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F
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D
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E
E
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
07-09-2024
ELIE SAYEGH, PE
0127
DOCUMENTS ORIGINAL ISSUE DATE:
PROJECT ENGINEER:
PROJECT NO.
2N
D
P
L
A
N
C
H
E
C
K
S
U
B
M
I
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A
L
2ND PLAN CHECK
SUBMITTAL109-13-2024
S201
PR
O
P
O
S
E
D
2
N
D
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
BASED ON INITIAL SITE ASSESSMENTS COMPLETED BY ESSE & ON THE PERIOD DURING WHICH THE STRUCTURE WAS BUILT, THE FOLLOWING
DETERMINATION & OR ASSUMPTIONS ARE MADE:
1.(E) FOUNDATION BELOW THE 2-STORY STRUCTURE CONSISTS OF THE FOLLOWING:
1.1.AT UNITS: RAISED WOOD FLR W/ INT POSTS & PADS, AND RAISED CONC. STEMS AT PERIMETER AS SHOWN ON DETAIL 1/SD1.
1.2.AT GARAGES: SLAB ON GRADE FOUNDATION W/ PERIMETER FOOTINGS (12" X 12") AND 4" SLAB ON GRADE
2.(E) RAISED FOUNDATION BRACING WALLS: NO DEFICIENCIES OBSERVED OR APPLICABLE GIVEN THE PERIMETER FOUNDATION WALLS ARE
FULL HEIGHT CONCRETE STEMS, A FAVORABLE SOUND FOUNDATION SYSTEM NOT REQUIRING BRACING WALL RETROFITS VS WOOD FRAMED
BRACED FOUNDATION WALLS.
3.(E) ANCHORAGE DEFICIENCIES: ANCHOR BOLTS WERE NOTED DURING ESSE'S SITE ASSESSMENTS. THERE ARE PROVIDED ALONG THE
LENGTH OF THE PERIMETER STEM WALLS. NO LOCAL MANDATE TO RETROFIT THOSE CONDITIONS FOR THE (E) BUILDING NOT UNDERGOING
A SEISMIC UPGRADE. NONETHELESS, OWNER & ESSE DETERMINED AN ANCHOR BOLT CONNECTION UPGRADE ALONG THE WEST WING
WOULD BENEFIT THE STRUCTURE'S STRENGTH DURING A SEISMIC EVENT. DETAIL 6/SD1 IS PROVIDED FOR THE REQUIRED PLATE UPGRADE.
4.DAMAGES IN THE (E) RAISED 1ST FLOOR & 2ND FLOOR WOOD DIAPHRAGMS: DAMAGES IN THE FORM OF OPENINGS IN THE FLOOR OR
DAMAGE 1X DECKING WERE ENCOUNTERED & SHALL BE REPAIRED. ALTHOUGH ESSE DOES NOT PROVIDE FULL INSPECTIONS OF THE
EXISTING STRUCTURE DAMAGES, AS THE ENGINEER OF RECORD, IT IS DEEMED THAT THE NUMBER & SIZE OF THE OPENINGS/DAMAGE
UNCOUNTED DO NOT CREATE DEFICIENCIES IN THE STRUCTURE'S OVERALL STRUCTURAL SYSTEM CAPACITIES. HOWEVER, THE OPENINGS
OR DAMAGES PRESENT LOCALIZED DEFICIENCIES AND SHALL BE REPAIRED PER DETAIL 7/SD3.
5.DAMAGE IN THE (E) 1ST & 2ND STORY WALL BRACED SYSTEMS: DAMAGE TO DIAGONAL MEMBERS OF THE BRACING WALL SYSTEM WERE
FOUND DURING ESSE'S SITE ASSESSMENTS. THE DAMAGE WAS FOUND IN MULTIPLE LOCATIONS. THE NUMBER OF IMPACTED WALLS IS
RELATIVELY LOW AND SOME CAN BE ATTRIBUTED TO (E) PLUMBING WORK COMPLETED DURING THE ORIGINAL CONSTRUCTION.
ADDITIONALLY, THE MAJORITY OF CUT BRACES FALL IN THE WEST WING OF THE BUILDING. THE DAMAGES CAN HAVE AN IMPACT ON THE
BUILDING'S STRUCTURAL INTEGRITY IF LEFT UNREPAIRED OR IF NOT REPLACED WITH AN ALTERNATE SYSTEM. ESSE'S DESIGN APPROACH
USES A COMBINATION OF BOTH.
5.1.REPAIR OF (E) DAMAGED OR CUT DIAGONAL SHALL BE MADE BY INSTALLING NEW SHEAR PANEL AS NOTED PLAN & WHERE POSSIBLE. IN
SOME CONDITIONS WERE THE REPAIR CANNOT BE COMPLETED DUE TO CONFLICT WITH (E) OR (N) MEP, IT IS ACCEPTABLE TO FORGO
THE RETROFIT WHERE A NEW LATERAL SYSTEM IS BEING PROVIDED IN LINE OF THE SUBJECT ARE & AS OUTLINED PER NOTE #.2 BELOW.
ENGINEER IS NOT RESPONSIBLE FOR LOCATING ALL CONDITIONS. INSTEAD THAT IS THE RESPONSIBILITY OF THE CONTRACTOR.
5.2.A NEW LATERAL SYSTEM CONSISTING OF 2 ADDED WOOD SHEAR WALLS, ONE EACH DIRECTION, WITHIN THE EAST WING WITH ADDED
DIAGRAM SHEAR TRANSFER, CONVENTIONAL HOLDOWNS, AND (N) INTERIOR FOOTINGS BELOW EACH WALL. SEE FRAMING PLAN.
6.(N) 15 32" FLOOR SHEATHING WAS INSTALLED DURING THE MOST RECENT WORK PERFORMED TO THE INTERIORS OF THE UNITS. IN DETAIL
15/SD3, ESSE PROVIDES THE REQUIRED NAILING TO PROPERLY CONNECT THE ADDED FLOOR SHEATHING INTO THE 1X DECKING DIAPHRAGM
& IN RESULT PROVIDED NEWLY ADDED DIAPHRAGM STRENGTH. NOTE THAT ESSE DID NOT MAKE AN ATTEMPT TO ANALYZE THE DIAPHRAGM
STRUCTURAL CAPACITY & DOES NOT BELIEVE THAT IT IS REQUIRED.THE (E) 1X DECKING IS INSTALLED DIAGONALLY, AND UNLIKE A STRAIGHT
DECKING INSTALLATION, DIAGONAL DECKING CAN IS CAPABLE OF TRANSFERRING DIAPHRAGM LOAD IN MULTIPLE DIRECTIONS.
7.BATRHOOM AREAS SHOW SIGN OF DETERIORATED & ROTTEN WOOD STUDS, SILLS, & HEADERS. ALL SUCH FRAMING SHALL BE REPLACED
WITH NEW LUMBER PER NOTES ON SN0. REPLACE ALL ROTTEN HEADERS AT SUCH CONDITIONS WITH SAME SIZE AS (E). REPLACED WALLS
SHALL BE FRAMED PER 1/SD3. ALL DAMAGED STAIR TREADS, RISERS, & STRINGERS SHALL BE RETROFITTED PER NOTES ON DETAIL 17/SD1.
WHERE INT STRINGERS ARE REQUIRED, RETROFIT PER DETAIL 17/SD1. WHERE NEW GUARDRAILS ARE REQUIRED, SEE DETAIL 23/SD2.
STRUCTURAL REPAIR NOTES
MUD SILL CONNECTION REPAIR
(NEW ANCHOR PLATE)
TYP REPAIR DETAILS
6
SD1
REPAIR AT DIAPHRAGM
CUT-OUTS
7
SD3
TYP (N) SHEATHING LAYERS O/
(E) 1X DECKING
15
SD3
(N)INFILL WALL AT (E)
OPENING
17
SD2
NEW OPENING IN (E) WALL 18
SD2
07/01/202409/13/2024
HOLD- 829 N
Garfield St1/15/2025
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BEDROOMBATH
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KITCHEN DINING
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GM GM GM GM GM GM GM GM GM GM GM
1/4"=1'
EXISTING 2ND FLOOR FRAMING PLAN / 1ST LEVEL WALLS
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(E) 4 X 12
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(E) 4 X 12
DROP BEAM
(E) HDR (E) HDR(E) HDR (E) HDR(E) HDR
(E) HDR
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) 4 X 10
DROP BEAM
(E) 4 X 10
DROP BEAM
(E) 4 X 10
DROP BEAM
(E) 4 X 10
DROP BEAM
(E) 4 X 10
DROP BEAM
(E) HDR (E) HDR (E) HDR (E) HDR (E) HDR
(E) 2 X 12 ROOF
JOISTS AT 16" O.C.
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(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) HDR (E) HDR
(E) HDR
4
4
1.THE SPECIFICATIONS & NOTES ON SHEET SN0, THE TYPICAL STRUCTURAL DETAILS ON ALL
SHEETS, AND THE FOLLOWING NOTES APPLY TO THE ROUGH FRAMING.
2.ALL NEW WALL FRAMING (BEARING & NON BEARING) SHALL BE PER DETAIL 1/SD3.
3.WALLS SHALL BE FRAMED WITH CONTINUOUS STUDS FROM THE FLOOR TO THE BOTTOM OF
THE CEILING JOISTS OR TRUSSES. BOTTOM OF CEILING JOISTS OR TRUSS BOTTOM CHORDS
SHALL FOLLOW THE ARCHITECTURAL CEILING LINE.
4.SHEAR PANELS CAN BE INSTALLED ON EITHER FACE OF THE WALL, FOLLOWING MINIMUM
LENGTHS AND MAXIMUM OPENING SIZES PER ARCH & STRUCTURAL. CONTACT EOR WHERE
CONFLICTS OCCUR.
5.CARRY ALL BEARING MULTIPLE STUDS & POSTS FROM UPPER LEVELS TO 1ST FLOOR OR
FLOOR BEAM BELOW. INSTALL VERTICAL SOLID BLOCKING AT INTERMEDIATE FLOOR LEVELS
TO MATCH SIZE OF STUDS OR POSTS ABOVE.
6.DO NOT INSTALL PLUMBING IN SHEAR WALLS. REFER TO ARCHITECTURAL PLANS FOR THE
LOCATIONS OF PLUMBING WALLS.
7.HOLES IN JOISTS SHALL NOT EXCEED THOSE ALLOWED BY THE JOIST MANUFACTURER.
NOTCHES AND HOLES IN PLATES AND 2X JOISTS SHALL NOT EXCEED THOSE SHOWN IN
DETAIL 8/SD3.
8.(N) SHEATHING NAILING AND INSTALLATION SHALL NOT BE COVERED PRIOR TO INSPECTION
BY THE BUILDING DEPARTMENT.
9.FOR HORIZONTAL CS STRAPS INSTALLED OVER BLOCKING (2X OR I-JOIST, AS DETAILED), USE
10D NAILS IN EVERY OTHER HOLE.
10.IF A 27" WIDE RAFTER BAY OCCURS, DOUBLE RAFTERS EACH SIDE, INSTALL PERPENDICULAR.
2X4 RJ & CJ (WHERE CEILING OCCURS) AT 24" O.C..
11.ALL MULTIPLE 2X MEMBERS SHALL BE LAMINATED WITH 16D NAILS AT 12" O.C. (ONE ROW FOR
UP TO 2X6 MEMBERS, 2 ROWS FOR UP TO 2X10 MEMBERS, 3 ROWS FOR UP TO 2X14
MEMBERS), U.N.O.
12.REFER TO DETAIL 5/SD3 FOR CEILING JOIST FRAMING AND CONNECTIONS.
XXX DESIGNATES REPETITIVE FRAMING MEMBER, SIZE AND
SPACING PER PLAN.
DESIGNATES SHEAR TYPE & SHEAR PANEL LENGTH. REFER TO
SHEAR & ANCHOR BOLT SCHEDULE BELOW & DETAIL 1/SD3 FOR
MORE INFORMATION
1.
5.
XXX DESIGNATES CANTILEVERED OR CONTINUOUS REPETITIVE
FRAMING MEMBER.2.
POST AND SIMPSON HOLDOWN ANCHOR/STRAP.
INSTALL HOLDOWN ANCHOR PER MANUFACTURER'S
RECOMMENDATIONS.
8.
7.DETAIL CALLOUT
DESIGNATES BEARING ON LEFT SIDE & HANGING ON RIGHT SIDE OF
A NON REPETITIVE FRAMING MEMBER. SEE SHEET SN0 FOR
ADDITIONAL INFO.
3.XXX
XXX DESIGNATES STRUCTURAL (EXTERIOR OR BEARING)
HEADER. PROVIDE KINGS STUDS AND TRIMMERS PER
DETAIL 1/SD3 U.N.O ON PLANS.
4.
X'-X"
X
XX
SDX
4x4
HTT4
SHEAR
PANEL
TYPE
(2)(4)(7)
(B)(C)(E)
A35 OR
LTP4
(8)(9)(11)
ALLOW.
SHEAR
(PLF)
14"Ø
x6" SDS
SCREWS
LVL RIM
SOLE PLATE CONNECTION
12" O.C.350 8" O.C.9" O.C.4" O.C.
6" O.C.
10" O.C.
4" O.C.
6" O.C.7" O.C.
5" O.C.
3" O.C.
2 ROWS
STAGG.
@3" O.C.
490
640
16d
SINKERS
14"Ø
X6" SDS
SCREWS
DF RIM
NAIL
EDGE SPAC'G
FIELD SPAC'G
(5)
(2)(4)(7)
(B)(C)(E)
MUD SILL/SOLE SIZE
BOLT Ø & SPACING
2X SILL / 2X SOLE
12" Ø AT 48" O.C.
SILL PLATE &
ANCHOR BOLTS
4
3
2
(2)(4)(7)
(B)(C)(E)
APA
RATED
PANEL
(1)(3)
(10)
8d's @
4" O.C.
12" O.C.
(6)
8d's @
3" O.C.
12" O.C.
(6)
8d's @
2" O.C.
12" O.C.
(6)
3 8"
3 8"
3 8"
(7)(B)(C)
8d's @
6" O.C.
12" O.C.
(6)
20" O.C.260 12" O.C.14" O.C.6" O.C.
6
3 8"
NO
SHEAR
2X SILL / 2X SOLE
5 8" Ø AT 16" O.C.
2X SILL / 2X SOLE
5 8" Ø AT 16" O.C.
3X SILL / 2X SOLE
5 8" Ø AT 16" O.C.
3X SILL / 2X SOLE
3 4" Ø AT 16" O.C.
---48" O.C.36" O.C.36" O.C.8" O.C.
6" O.C.4" O.C.5" O.C.
2 ROWS
STAGG.
@3" O.C.
870
1
(2)(4)(7)
(B)(C)(E)
10d's @
2" O.C.
12" O.C.
(6)
15 32"3X SILL / 2X SOLE
3 4" Ø AT 16" O.C.
3" O.C.2" O.C.2.5" O.C.-1740
D1
(2)(4)(7)
(B)(C)(E)
10d's @
2" O.C.
12" O.C.
(6)
15 32"
EA
FACE
3X SILL / 2X SOLE
3 4" Ø AT 16" O.C.
BLKG
RIM
TJI 110
FRMG
ABOVE &
BELOW
SHEAR
CONC'TR
TJI 110
TJI 110
11
2 LSL
11
2 LSL
13
4 LSL
31
2 LSL
OR PSL
SHEAR FOOTNOTES NOTES
(1)SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES.
(2)PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED.
(3)STUDS ARE SPACED AT 16" O.C. MAX.
(4)PERIODIC SPECIAL INSPECTION IS REQUIRED.
(5)COMMON NAILS MUST BE USED WITH NO SUBSTITUTION.
(6)NAIL ARE MINIMUM 3/8" FROM PANEL EDGES & MINIMUM 1/4" FROM STUD EDGES.
(7)NAIL ARE MINIMUM 1/2" FROM PANEL EDGES & MINIMUM 3/8" FROM STUD EDGES.
(8)USE CLIPS AT 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.O.)
(9)USE SPACING PER SCHED. IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED ON FRAMING PLAN.
(10)SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS.
(11)USE 8d X 212" NAIL IF A35, LTP4 OR LS50 ARE INSTALLED OVER SHEATHING.
(12)DO NOT INSTALL FRAMING CLIP WITH GAP BETWEEN TWO MEMBERS.
(13)FOR DOUBLE SIDED SHEAR PANELS:
a.USE HALF THE SPACING OF SILL PLATE FASTENERS STAGGERED FOR TYPE
b.USE ONLY 1/4"ØX6" SDS SCREWS IN SCHEDULE & WITH HALF THE SPACING,
FOR TYPES &
ANCHOR BOLTS FOOTNOTES NOTES
(A)FOR INTERIOR NON-SHEAR, NON-BEARING WALLS, 0.145" SHOT PINS AT 24" O.C. AND 1.25"
PENETRATION INTO CONCRETE MAY BE USED IN LIEU OF ANCHOR BOLTS.
(B)WHEN USING DIAGONALLY SLOTTED 3" SQUARE PLATE WASHERS FOR ANCHOR BOLTS:
(1) SLOTTED HOLE NOT TO EXCEED 1 3 4".
(2) WIDTH MAY BE 3 16" LARGER THAN THE ANCHOR BOLT USED.
(3) PROVIDE STANDARD CUT WASHER BETWEEN PLATE WASHER AND NUT.
(C)SQUARE PLATE WASHER MUST BE WITHIN 12" OF SILL PLATE EDGE AT SHEAR PANEL SIDE.
(D)PER ANSI/AF SDPWS - 2018 TABLE A2, USE OF STANDARD CUT WASHERS IS PERMITTED.
(E)PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER
FASTENING OF COMPONENTS OF THE SHEAR WALL.
GENERAL NOTES
4" MINIMUM ANCHOR BOLT END DISTANCE OF SILL PLATE, TYP.
ANCHOR BOLTS SHOULD BE SPACED EQUALLY AS POSSIBLE
ANCHOR BOLTS SPACING SHALL CONTINUE BELOW OPENINGS WHERE SHEAR PANEL OCCURS.
3
21
EXISTING RIDGE BOARDS, HIPS, & VALLEYS1
FR
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FR
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FR
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EXISTING 2-2X8 CEILING BEAM TO BE DEMO'D & REPLACED. SEE PROPOSED FRAMING PLANS2
ALIGN POST BELOW W/ POST ABV. PROVIDE FULL WIDTH SOLID BLKG AT INTERMEDIATE FLOORS3
EXISTING WALL OPENING TO BE IN-FILLED. SEE DETAIL 17/SD24
NEW WALL OPENING W/ HEADER PER PLAN. SEE DETAIL 18/SD25
INSTALL (N) CMST14 STRAP WITH LENGTH PER PLAN. RUN FIRST 8'-0" OVER ROOF SHEATHING
OVER SHEAR WALL TOP PLATES (SEE DETAIL 4/SD2) PER PLAN & REMAINDER LENGTH OVER (N)
4X BLOCKING (W/ BN) BETWEEN RAFTERS PER PLAN.
6
INSTALL (N) CMST14 STRAP WITH LENGTH PER PLAN. RUN FIRST 8'-0" OVER ROOF SHEATHING
OVER SHEAR WALL TOP PLATES (SEE DETAIL 4/SD2) PER PLAN & REMAINDER LENGTH OVER (N)
4X CONT RAFTER (W/ BN). IF AN ALIGNED 2X RAFTER COINSIDES WITH PROPOSED STRAP, STITCH
NAIL A (N) CONT 2X RAFTER ILO OF (N) 4X.
7
LOCATION OF FLOOR DIAPHRAGM CUT-OUT/DAMAGE. REPAIR PER
DETAIL 7/SD2. NOT ALL LOCATION ARE SHOWN. THE CONTRACTOR
SHALL LOCATE & APPLY RETROFIT AT ALL SIMILAR CONDITIONS.
9.
LOCATION OF DAMAGED OR CUT WALL DIAGONALS. REPAIR BY
INSTALLING (N) TYPE 6 SHEAR PER THE SHEAR SCHEDULE. LENGTH TO
MATCH THAT OF THE DIAGONAL (HORIZONTAL) UNO ON THE PLANS.
NOT ALL LOCATION ARE SHOWN. CONTRACTOR SHALL VIF ALL OTHER
LOCATIONS.
10.
INSTALL (N) CS14 STRAP WITH LENGTH PER PLAN. RUN 1ST 8' ALONG LENGTH OF SHEARWALL
OVER 2X FLAT BLOCKING (OR CONT MEMBER AT PARALLEL FRAMING) WITH SHEAR TRANSFER
TO WALL, AND EXTEND REMAINING LENGTH OVER (N) SHEATHING OVER (E) 1X DECKING.
8
REFER TO DETAILS 17/SD1 & 23/SD2 FOR STAIR & GUARDRAIL RETROFIT9
(N) NON BEARING INTERIOR WALL PER 1/SD3 WITH NON BEARING
HEADERS PER 3/SD3. CONNECTION AT TOP & BOTTOM PER DETAIL
11/SD3.
11.
(E) 1X6 DIAG DECKING INSTALLED OVER SUB-FLOOR/FLOOR JOISTS. INSTALL (N) FLOOR
SHEATHING LAYER DIRECTLY OVER (E) 1X DECKING PER DETAIL 15/SD3 & SPECIFICATIONS ON
SHEET SN-0.
10
ALL DRAWINGS & WRITTEN MATERIAL HEREIN CONSTITUTES THE
ENGINEER'S ORIGINAL WORK. THE SAME SHALL NOT BE DUPLICATED,
USED, OR SHARED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE
ENGINEER. ESSE'S ALL RIGHTS RESERVED
947 E. FAIRWAY DRIVE,
ORANGE, CA 92866
(714) 400 - 5584
NO.DATE ISSUE
SHEET NO.
GA
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1
07-09-2024
ELIE SAYEGH, PE
0127
DOCUMENTS ORIGINAL ISSUE DATE:
PROJECT ENGINEER:
PROJECT NO.
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2ND PLAN CHECK
SUBMITTAL109-13-2024
S201D
EX
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BASED ON INITIAL SITE ASSESSMENTS COMPLETED BY ESSE & ON THE PERIOD DURING WHICH THE STRUCTURE WAS BUILT, THE FOLLOWING
DETERMINATION & OR ASSUMPTIONS ARE MADE:
1.(E) FOUNDATION BELOW THE 2-STORY STRUCTURE CONSISTS OF THE FOLLOWING:
1.1.AT UNITS: RAISED WOOD FLR W/ INT POSTS & PADS, AND RAISED CONC. STEMS AT PERIMETER AS SHOWN ON DETAIL 1/SD1.
1.2.AT GARAGES: SLAB ON GRADE FOUNDATION W/ PERIMETER FOOTINGS (12" X 12") AND 4" SLAB ON GRADE
2.(E) RAISED FOUNDATION BRACING WALLS: NO DEFICIENCIES OBSERVED OR APPLICABLE GIVEN THE PERIMETER FOUNDATION WALLS ARE
FULL HEIGHT CONCRETE STEMS, A FAVORABLE SOUND FOUNDATION SYSTEM NOT REQUIRING BRACING WALL RETROFITS VS WOOD FRAMED
BRACED FOUNDATION WALLS.
3.(E) ANCHORAGE DEFICIENCIES: ANCHOR BOLTS WERE NOTED DURING ESSE'S SITE ASSESSMENTS. THERE ARE PROVIDED ALONG THE
LENGTH OF THE PERIMETER STEM WALLS. NO LOCAL MANDATE TO RETROFIT THOSE CONDITIONS FOR THE (E) BUILDING NOT UNDERGOING
A SEISMIC UPGRADE. NONETHELESS, OWNER & ESSE DETERMINED AN ANCHOR BOLT CONNECTION UPGRADE ALONG THE WEST WING
WOULD BENEFIT THE STRUCTURE'S STRENGTH DURING A SEISMIC EVENT. DETAIL 6/SD1 IS PROVIDED FOR THE REQUIRED PLATE UPGRADE.
4.DAMAGES IN THE (E) RAISED 1ST FLOOR & 2ND FLOOR WOOD DIAPHRAGMS: DAMAGES IN THE FORM OF OPENINGS IN THE FLOOR OR
DAMAGE 1X DECKING WERE ENCOUNTERED & SHALL BE REPAIRED. ALTHOUGH ESSE DOES NOT PROVIDE FULL INSPECTIONS OF THE
EXISTING STRUCTURE DAMAGES, AS THE ENGINEER OF RECORD, IT IS DEEMED THAT THE NUMBER & SIZE OF THE OPENINGS/DAMAGE
UNCOUNTED DO NOT CREATE DEFICIENCIES IN THE STRUCTURE'S OVERALL STRUCTURAL SYSTEM CAPACITIES. HOWEVER, THE OPENINGS
OR DAMAGES PRESENT LOCALIZED DEFICIENCIES AND SHALL BE REPAIRED PER DETAIL 7/SD3.
5.DAMAGE IN THE (E) 1ST & 2ND STORY WALL BRACED SYSTEMS: DAMAGE TO DIAGONAL MEMBERS OF THE BRACING WALL SYSTEM WERE
FOUND DURING ESSE'S SITE ASSESSMENTS. THE DAMAGE WAS FOUND IN MULTIPLE LOCATIONS. THE NUMBER OF IMPACTED WALLS IS
RELATIVELY LOW AND SOME CAN BE ATTRIBUTED TO (E) PLUMBING WORK COMPLETED DURING THE ORIGINAL CONSTRUCTION.
ADDITIONALLY, THE MAJORITY OF CUT BRACES FALL IN THE WEST WING OF THE BUILDING. THE DAMAGES CAN HAVE AN IMPACT ON THE
BUILDING'S STRUCTURAL INTEGRITY IF LEFT UNREPAIRED OR IF NOT REPLACED WITH AN ALTERNATE SYSTEM. ESSE'S DESIGN APPROACH
USES A COMBINATION OF BOTH.
5.1.REPAIR OF (E) DAMAGED OR CUT DIAGONAL SHALL BE MADE BY INSTALLING NEW SHEAR PANEL AS NOTED PLAN & WHERE POSSIBLE. IN
SOME CONDITIONS WERE THE REPAIR CANNOT BE COMPLETED DUE TO CONFLICT WITH (E) OR (N) MEP, IT IS ACCEPTABLE TO FORGO
THE RETROFIT WHERE A NEW LATERAL SYSTEM IS BEING PROVIDED IN LINE OF THE SUBJECT ARE & AS OUTLINED PER NOTE #.2 BELOW.
ENGINEER IS NOT RESPONSIBLE FOR LOCATING ALL CONDITIONS. INSTEAD THAT IS THE RESPONSIBILITY OF THE CONTRACTOR.
5.2.A NEW LATERAL SYSTEM CONSISTING OF 2 ADDED WOOD SHEAR WALLS, ONE EACH DIRECTION, WITHIN THE EAST WING WITH ADDED
DIAGRAM SHEAR TRANSFER, CONVENTIONAL HOLDOWNS, AND (N) INTERIOR FOOTINGS BELOW EACH WALL. SEE FRAMING PLAN.
6.(N) 15 32" FLOOR SHEATHING WAS INSTALLED DURING THE MOST RECENT WORK PERFORMED TO THE INTERIORS OF THE UNITS. IN DETAIL
15/SD3, ESSE PROVIDES THE REQUIRED NAILING TO PROPERLY CONNECT THE ADDED FLOOR SHEATHING INTO THE 1X DECKING DIAPHRAGM
& IN RESULT PROVIDED NEWLY ADDED DIAPHRAGM STRENGTH. NOTE THAT ESSE DID NOT MAKE AN ATTEMPT TO ANALYZE THE DIAPHRAGM
STRUCTURAL CAPACITY & DOES NOT BELIEVE THAT IT IS REQUIRED.THE (E) 1X DECKING IS INSTALLED DIAGONALLY, AND UNLIKE A STRAIGHT
DECKING INSTALLATION, DIAGONAL DECKING CAN IS CAPABLE OF TRANSFERRING DIAPHRAGM LOAD IN MULTIPLE DIRECTIONS.
7.BATRHOOM AREAS SHOW SIGN OF DETERIORATED & ROTTEN WOOD STUDS, SILLS, & HEADERS. ALL SUCH FRAMING SHALL BE REPLACED
WITH NEW LUMBER PER NOTES ON SN0. REPLACE ALL ROTTEN HEADERS AT SUCH CONDITIONS WITH SAME SIZE AS (E). REPLACED WALLS
SHALL BE FRAMED PER 1/SD3. ALL DAMAGED STAIR TREADS, RISERS, & STRINGERS SHALL BE RETROFITTED PER NOTES ON DETAIL 17/SD1.
WHERE INT STRINGERS ARE REQUIRED, RETROFIT PER DETAIL 17/SD1. WHERE NEW GUARDRAILS ARE REQUIRED, SEE DETAIL 23/SD2.
STRUCTURAL REPAIR NOTES
07/01/202409/13/2024
HOLD- 829 N
Garfield St1/15/2025
1/4"=1'
PROPOSED ROOF FRAMING PLAN / 2ND LEVEL WALLS
LIVING
KITCHEN
DINING
BEDROOMBATH
CLO.
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(E) HDR (E) HDR (E) HDR(E) HDR
(E) 2 X 8 SUB-PURLIN, SPLICED OVER
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(E) 2 X 6 ROOF
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(E) 2 X 8 SUB-PURLIN, SPLICED OVER
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AT 16" O.C.
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4
SD21
SD2
TYP
(N) 4X4
CS14
1
SD2
TYP
(N) 4X4
CS14
(N) 4X4
CS14
(N) 4X4
CS14
(N) 4X4
CS14
4
SD2
(N) 4X4
(N) 4X4
(N) 312 x 1114 PSL
16'-0"
4
18
'
-
0
"
4
6
SD2
6
L = 26'-0"
7
L = 14'-0"
6"
19
SD2
1.THE SPECIFICATIONS & NOTES ON SHEET SN0, THE TYPICAL STRUCTURAL DETAILS ON ALL
SHEETS, AND THE FOLLOWING NOTES APPLY TO THE ROUGH FRAMING.
2.ALL NEW WALL FRAMING (BEARING & NON BEARING) SHALL BE PER DETAIL 1/SD3.
3.WALLS SHALL BE FRAMED WITH CONTINUOUS STUDS FROM THE FLOOR TO THE BOTTOM OF
THE CEILING JOISTS OR TRUSSES. BOTTOM OF CEILING JOISTS OR TRUSS BOTTOM CHORDS
SHALL FOLLOW THE ARCHITECTURAL CEILING LINE.
4.SHEAR PANELS CAN BE INSTALLED ON EITHER FACE OF THE WALL, FOLLOWING MINIMUM
LENGTHS AND MAXIMUM OPENING SIZES PER ARCH & STRUCTURAL. CONTACT EOR WHERE
CONFLICTS OCCUR.
5.CARRY ALL BEARING MULTIPLE STUDS & POSTS FROM UPPER LEVELS TO 1ST FLOOR OR
FLOOR BEAM BELOW. INSTALL VERTICAL SOLID BLOCKING AT INTERMEDIATE FLOOR LEVELS
TO MATCH SIZE OF STUDS OR POSTS ABOVE.
6.DO NOT INSTALL PLUMBING IN SHEAR WALLS. REFER TO ARCHITECTURAL PLANS FOR THE
LOCATIONS OF PLUMBING WALLS.
7.HOLES IN JOISTS SHALL NOT EXCEED THOSE ALLOWED BY THE JOIST MANUFACTURER.
NOTCHES AND HOLES IN PLATES AND 2X JOISTS SHALL NOT EXCEED THOSE SHOWN IN
DETAIL 8/SD3.
8.(N) SHEATHING NAILING AND INSTALLATION SHALL NOT BE COVERED PRIOR TO INSPECTION
BY THE BUILDING DEPARTMENT.
9.FOR HORIZONTAL CS STRAPS INSTALLED OVER BLOCKING (2X OR I-JOIST, AS DETAILED), USE
10D NAILS IN EVERY OTHER HOLE.
10.IF A 27" WIDE RAFTER BAY OCCURS, DOUBLE RAFTERS EACH SIDE, INSTALL PERPENDICULAR.
2X4 RJ & CJ (WHERE CEILING OCCURS) AT 24" O.C..
11.ALL MULTIPLE 2X MEMBERS SHALL BE LAMINATED WITH 16D NAILS AT 12" O.C. (ONE ROW FOR
UP TO 2X6 MEMBERS, 2 ROWS FOR UP TO 2X10 MEMBERS, 3 ROWS FOR UP TO 2X14
MEMBERS), U.N.O.
12.REFER TO DETAIL 5/SD3 FOR CEILING JOIST FRAMING AND CONNECTIONS.
XXX DESIGNATES REPETITIVE FRAMING MEMBER, SIZE AND
SPACING PER PLAN.
DESIGNATES SHEAR TYPE & SHEAR PANEL LENGTH. REFER TO
SHEAR & ANCHOR BOLT SCHEDULE BELOW & DETAIL 1/SD3 FOR
MORE INFORMATION
1.
5.
XXX DESIGNATES CANTILEVERED OR CONTINUOUS REPETITIVE
FRAMING MEMBER.2.
POST AND SIMPSON HOLDOWN ANCHOR/STRAP.
INSTALL HOLDOWN ANCHOR PER MANUFACTURER'S
RECOMMENDATIONS.
8.
7.DETAIL CALLOUT
DESIGNATES BEARING ON LEFT SIDE & HANGING ON RIGHT SIDE OF
A NON REPETITIVE FRAMING MEMBER. SEE SHEET SN0 FOR
ADDITIONAL INFO.
3.XXX
XXX DESIGNATES STRUCTURAL (EXTERIOR OR BEARING)
HEADER. PROVIDE KINGS STUDS AND TRIMMERS PER
DETAIL 1/SD3 U.N.O ON PLANS.
4.
X'-X"
X
XX
SDX
4x4
HTT4
SHEAR
PANEL
TYPE
(2)(4)(7)
(B)(C)(E)
A35 OR
LTP4
(8)(9)(11)
ALLOW.
SHEAR
(PLF)
14"Ø
x6" SDS
SCREWS
LVL RIM
SOLE PLATE CONNECTION
12" O.C.350 8" O.C.9" O.C.4" O.C.
6" O.C.
10" O.C.
4" O.C.
6" O.C.7" O.C.
5" O.C.
3" O.C.
2 ROWS
STAGG.
@3" O.C.
490
640
16d
SINKERS
14"Ø
X6" SDS
SCREWS
DF RIM
NAIL
EDGE SPAC'G
FIELD SPAC'G
(5)
(2)(4)(7)
(B)(C)(E)
MUD SILL/SOLE SIZE
BOLT Ø & SPACING
2X SILL / 2X SOLE
12" Ø AT 48" O.C.
SILL PLATE &
ANCHOR BOLTS
4
3
2
(2)(4)(7)
(B)(C)(E)
APA
RATED
PANEL
(1)(3)
(10)
8d's @
4" O.C.
12" O.C.
(6)
8d's @
3" O.C.
12" O.C.
(6)
8d's @
2" O.C.
12" O.C.
(6)
3 8"
3 8"
3 8"
(7)(B)(C)
8d's @
6" O.C.
12" O.C.
(6)
20" O.C.260 12" O.C.14" O.C.6" O.C.
6
3 8"
NO
SHEAR
2X SILL / 2X SOLE
5 8" Ø AT 16" O.C.
2X SILL / 2X SOLE
5 8" Ø AT 16" O.C.
3X SILL / 2X SOLE
5 8" Ø AT 16" O.C.
3X SILL / 2X SOLE
3 4" Ø AT 16" O.C.
---48" O.C.36" O.C.36" O.C.8" O.C.
6" O.C.4" O.C.5" O.C.
2 ROWS
STAGG.
@3" O.C.
870
1
(2)(4)(7)
(B)(C)(E)
10d's @
2" O.C.
12" O.C.
(6)
15 32"3X SILL / 2X SOLE
3 4" Ø AT 16" O.C.
3" O.C.2" O.C.2.5" O.C.-1740
D1
(2)(4)(7)
(B)(C)(E)
10d's @
2" O.C.
12" O.C.
(6)
15 32"
EA
FACE
3X SILL / 2X SOLE
3 4" Ø AT 16" O.C.
BLKG
RIM
TJI 110
FRMG
ABOVE &
BELOW
SHEAR
CONC'TR
TJI 110
TJI 110
11
2 LSL
11
2 LSL
13
4 LSL
31
2 LSL
OR PSL
SHEAR FOOTNOTES NOTES
(1)SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES.
(2)PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED.
(3)STUDS ARE SPACED AT 16" O.C. MAX.
(4)PERIODIC SPECIAL INSPECTION IS REQUIRED.
(5)COMMON NAILS MUST BE USED WITH NO SUBSTITUTION.
(6)NAIL ARE MINIMUM 3/8" FROM PANEL EDGES & MINIMUM 1/4" FROM STUD EDGES.
(7)NAIL ARE MINIMUM 1/2" FROM PANEL EDGES & MINIMUM 3/8" FROM STUD EDGES.
(8)USE CLIPS AT 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.O.)
(9)USE SPACING PER SCHED. IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED ON FRAMING PLAN.
(10)SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS.
(11)USE 8d X 212" NAIL IF A35, LTP4 OR LS50 ARE INSTALLED OVER SHEATHING.
(12)DO NOT INSTALL FRAMING CLIP WITH GAP BETWEEN TWO MEMBERS.
(13)FOR DOUBLE SIDED SHEAR PANELS:
a.USE HALF THE SPACING OF SILL PLATE FASTENERS STAGGERED FOR TYPE
b.USE ONLY 1/4"ØX6" SDS SCREWS IN SCHEDULE & WITH HALF THE SPACING,
FOR TYPES &
ANCHOR BOLTS FOOTNOTES NOTES
(A)FOR INTERIOR NON-SHEAR, NON-BEARING WALLS, 0.145" SHOT PINS AT 24" O.C. AND 1.25"
PENETRATION INTO CONCRETE MAY BE USED IN LIEU OF ANCHOR BOLTS.
(B)WHEN USING DIAGONALLY SLOTTED 3" SQUARE PLATE WASHERS FOR ANCHOR BOLTS:
(1) SLOTTED HOLE NOT TO EXCEED 1 3 4".
(2) WIDTH MAY BE 3 16" LARGER THAN THE ANCHOR BOLT USED.
(3) PROVIDE STANDARD CUT WASHER BETWEEN PLATE WASHER AND NUT.
(C)SQUARE PLATE WASHER MUST BE WITHIN 12" OF SILL PLATE EDGE AT SHEAR PANEL SIDE.
(D)PER ANSI/AF SDPWS - 2018 TABLE A2, USE OF STANDARD CUT WASHERS IS PERMITTED.
(E)PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER
FASTENING OF COMPONENTS OF THE SHEAR WALL.
GENERAL NOTES
4" MINIMUM ANCHOR BOLT END DISTANCE OF SILL PLATE, TYP.
ANCHOR BOLTS SHOULD BE SPACED EQUALLY AS POSSIBLE
ANCHOR BOLTS SPACING SHALL CONTINUE BELOW OPENINGS WHERE SHEAR PANEL OCCURS.
3
21
EXISTING RIDGE BOARDS, HIPS, & VALLEYS1
FR
A
M
I
N
G
N
O
T
E
S
FR
A
M
I
N
G
L
E
G
E
N
D
SH
E
A
R
W
A
L
L
&
A
N
C
H
O
R
B
O
L
T
S
C
H
E
D
U
L
E
FR
A
M
I
N
G
K
E
Y
N
O
T
E
S
EXISTING 2-2X8 CEILING BEAM TO BE DEMO'D & REPLACED. SEE PROPOSED FRAMING PLANS2
ALIGN POST BELOW W/ POST ABV. PROVIDE FULL WIDTH SOLID BLKG AT INTERMEDIATE FLOORS3
EXISTING WALL OPENING TO BE IN-FILLED. SEE DETAIL 17/SD24
NEW WALL OPENING W/ HEADER PER PLAN. SEE DETAIL 18/SD25
INSTALL (N) CMST14 STRAP WITH LENGTH PER PLAN. RUN FIRST 8'-0" OVER ROOF SHEATHING
OVER SHEAR WALL TOP PLATES (SEE DETAIL 4/SD2) PER PLAN & REMAINDER LENGTH OVER (N)
4X BLOCKING (W/ BN) BETWEEN RAFTERS PER PLAN.
6
INSTALL (N) CMST14 STRAP WITH LENGTH PER PLAN. RUN FIRST 8'-0" OVER ROOF SHEATHING
OVER SHEAR WALL TOP PLATES (SEE DETAIL 4/SD2) PER PLAN & REMAINDER LENGTH OVER (N)
4X CONT RAFTER (W/ BN). IF AN ALIGNED 2X RAFTER COINSIDES WITH PROPOSED STRAP, STITCH
NAIL A (N) CONT 2X RAFTER ILO OF (N) 4X.
7
LOCATION OF FLOOR DIAPHRAGM CUT-OUT/DAMAGE. REPAIR PER
DETAIL 7/SD2. NOT ALL LOCATION ARE SHOWN. THE CONTRACTOR
SHALL LOCATE & APPLY RETROFIT AT ALL SIMILAR CONDITIONS.
9.
LOCATION OF DAMAGED OR CUT WALL DIAGONALS. REPAIR BY
INSTALLING (N) TYPE 6 SHEAR PER THE SHEAR SCHEDULE. LENGTH TO
MATCH THAT OF THE DIAGONAL (HORIZONTAL) UNO ON THE PLANS.
NOT ALL LOCATION ARE SHOWN. CONTRACTOR SHALL VIF ALL OTHER
LOCATIONS.
10.
INSTALL (N) CS14 STRAP WITH LENGTH PER PLAN. RUN 1ST 8' ALONG LENGTH OF SHEARWALL
OVER 2X FLAT BLOCKING (OR CONT MEMBER AT PARALLEL FRAMING) WITH SHEAR TRANSFER
TO WALL, AND EXTEND REMAINING LENGTH OVER (N) SHEATHING OVER (E) 1X DECKING.
8
REFER TO DETAILS 17/SD1 & 23/SD2 FOR STAIR & GUARDRAIL RETROFIT9
(N) NON BEARING INTERIOR WALL PER 1/SD3 WITH NON BEARING
HEADERS PER 3/SD3. CONNECTION AT TOP & BOTTOM PER DETAIL
11/SD3.
11.
(E) 1X6 DIAG DECKING INSTALLED OVER SUB-FLOOR/FLOOR JOISTS. INSTALL (N) FLOOR
SHEATHING LAYER DIRECTLY OVER (E) 1X DECKING PER DETAIL 15/SD3 & SPECIFICATIONS ON
SHEET SN-0.
10
ALL DRAWINGS & WRITTEN MATERIAL HEREIN CONSTITUTES THE
ENGINEER'S ORIGINAL WORK. THE SAME SHALL NOT BE DUPLICATED,
USED, OR SHARED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE
ENGINEER. ESSE'S ALL RIGHTS RESERVED
947 E. FAIRWAY DRIVE,
ORANGE, CA 92866
(714) 400 - 5584
NO.DATE ISSUE
SHEET NO.
GA
R
F
I
E
L
D
R
E
S
T
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R
A
T
I
O
N
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82
9
N
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SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
07-09-2024
ELIE SAYEGH, PE
0127
DOCUMENTS ORIGINAL ISSUE DATE:
PROJECT ENGINEER:
PROJECT NO.
2N
D
P
L
A
N
C
H
E
C
K
S
U
B
M
I
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T
A
L
2ND PLAN CHECK
SUBMITTAL109-13-2024
S301
PR
O
P
O
S
E
D
R
O
O
F
F
R
A
M
I
N
G
P
L
A
N
BASED ON INITIAL SITE ASSESSMENTS COMPLETED BY ESSE & ON THE PERIOD DURING WHICH THE STRUCTURE WAS BUILT, THE FOLLOWING
DETERMINATION & OR ASSUMPTIONS ARE MADE:
1.(E) FOUNDATION BELOW THE 2-STORY STRUCTURE CONSISTS OF THE FOLLOWING:
1.1.AT UNITS: RAISED WOOD FLR W/ INT POSTS & PADS, AND RAISED CONC. STEMS AT PERIMETER AS SHOWN ON DETAIL 1/SD1.
1.2.AT GARAGES: SLAB ON GRADE FOUNDATION W/ PERIMETER FOOTINGS (12" X 12") AND 4" SLAB ON GRADE
2.(E) RAISED FOUNDATION BRACING WALLS: NO DEFICIENCIES OBSERVED OR APPLICABLE GIVEN THE PERIMETER FOUNDATION WALLS ARE
FULL HEIGHT CONCRETE STEMS, A FAVORABLE SOUND FOUNDATION SYSTEM NOT REQUIRING BRACING WALL RETROFITS VS WOOD FRAMED
BRACED FOUNDATION WALLS.
3.(E) ANCHORAGE DEFICIENCIES: ANCHOR BOLTS WERE NOTED DURING ESSE'S SITE ASSESSMENTS. THERE ARE PROVIDED ALONG THE
LENGTH OF THE PERIMETER STEM WALLS. NO LOCAL MANDATE TO RETROFIT THOSE CONDITIONS FOR THE (E) BUILDING NOT UNDERGOING
A SEISMIC UPGRADE. NONETHELESS, OWNER & ESSE DETERMINED AN ANCHOR BOLT CONNECTION UPGRADE ALONG THE WEST WING
WOULD BENEFIT THE STRUCTURE'S STRENGTH DURING A SEISMIC EVENT. DETAIL 6/SD1 IS PROVIDED FOR THE REQUIRED PLATE UPGRADE.
4.DAMAGES IN THE (E) RAISED 1ST FLOOR & 2ND FLOOR WOOD DIAPHRAGMS: DAMAGES IN THE FORM OF OPENINGS IN THE FLOOR OR
DAMAGE 1X DECKING WERE ENCOUNTERED & SHALL BE REPAIRED. ALTHOUGH ESSE DOES NOT PROVIDE FULL INSPECTIONS OF THE
EXISTING STRUCTURE DAMAGES, AS THE ENGINEER OF RECORD, IT IS DEEMED THAT THE NUMBER & SIZE OF THE OPENINGS/DAMAGE
UNCOUNTED DO NOT CREATE DEFICIENCIES IN THE STRUCTURE'S OVERALL STRUCTURAL SYSTEM CAPACITIES. HOWEVER, THE OPENINGS
OR DAMAGES PRESENT LOCALIZED DEFICIENCIES AND SHALL BE REPAIRED PER DETAIL 7/SD3.
5.DAMAGE IN THE (E) 1ST & 2ND STORY WALL BRACED SYSTEMS: DAMAGE TO DIAGONAL MEMBERS OF THE BRACING WALL SYSTEM WERE
FOUND DURING ESSE'S SITE ASSESSMENTS. THE DAMAGE WAS FOUND IN MULTIPLE LOCATIONS. THE NUMBER OF IMPACTED WALLS IS
RELATIVELY LOW AND SOME CAN BE ATTRIBUTED TO (E) PLUMBING WORK COMPLETED DURING THE ORIGINAL CONSTRUCTION.
ADDITIONALLY, THE MAJORITY OF CUT BRACES FALL IN THE WEST WING OF THE BUILDING. THE DAMAGES CAN HAVE AN IMPACT ON THE
BUILDING'S STRUCTURAL INTEGRITY IF LEFT UNREPAIRED OR IF NOT REPLACED WITH AN ALTERNATE SYSTEM. ESSE'S DESIGN APPROACH
USES A COMBINATION OF BOTH.
5.1.REPAIR OF (E) DAMAGED OR CUT DIAGONAL SHALL BE MADE BY INSTALLING NEW SHEAR PANEL AS NOTED PLAN & WHERE POSSIBLE. IN
SOME CONDITIONS WERE THE REPAIR CANNOT BE COMPLETED DUE TO CONFLICT WITH (E) OR (N) MEP, IT IS ACCEPTABLE TO FORGO
THE RETROFIT WHERE A NEW LATERAL SYSTEM IS BEING PROVIDED IN LINE OF THE SUBJECT ARE & AS OUTLINED PER NOTE #.2 BELOW.
ENGINEER IS NOT RESPONSIBLE FOR LOCATING ALL CONDITIONS. INSTEAD THAT IS THE RESPONSIBILITY OF THE CONTRACTOR.
5.2.A NEW LATERAL SYSTEM CONSISTING OF 2 ADDED WOOD SHEAR WALLS, ONE EACH DIRECTION, WITHIN THE EAST WING WITH ADDED
DIAGRAM SHEAR TRANSFER, CONVENTIONAL HOLDOWNS, AND (N) INTERIOR FOOTINGS BELOW EACH WALL. SEE FRAMING PLAN.
6.(N) 15 32" FLOOR SHEATHING WAS INSTALLED DURING THE MOST RECENT WORK PERFORMED TO THE INTERIORS OF THE UNITS. IN DETAIL
15/SD3, ESSE PROVIDES THE REQUIRED NAILING TO PROPERLY CONNECT THE ADDED FLOOR SHEATHING INTO THE 1X DECKING DIAPHRAGM
& IN RESULT PROVIDED NEWLY ADDED DIAPHRAGM STRENGTH. NOTE THAT ESSE DID NOT MAKE AN ATTEMPT TO ANALYZE THE DIAPHRAGM
STRUCTURAL CAPACITY & DOES NOT BELIEVE THAT IT IS REQUIRED.THE (E) 1X DECKING IS INSTALLED DIAGONALLY, AND UNLIKE A STRAIGHT
DECKING INSTALLATION, DIAGONAL DECKING CAN IS CAPABLE OF TRANSFERRING DIAPHRAGM LOAD IN MULTIPLE DIRECTIONS.
7.BATRHOOM AREAS SHOW SIGN OF DETERIORATED & ROTTEN WOOD STUDS, SILLS, & HEADERS. ALL SUCH FRAMING SHALL BE REPLACED
WITH NEW LUMBER PER NOTES ON SN0. REPLACE ALL ROTTEN HEADERS AT SUCH CONDITIONS WITH SAME SIZE AS (E). REPLACED WALLS
SHALL BE FRAMED PER 1/SD3. ALL DAMAGED STAIR TREADS, RISERS, & STRINGERS SHALL BE RETROFITTED PER NOTES ON DETAIL 17/SD1.
WHERE INT STRINGERS ARE REQUIRED, RETROFIT PER DETAIL 17/SD1. WHERE NEW GUARDRAILS ARE REQUIRED, SEE DETAIL 23/SD2.
STRUCTURAL REPAIR NOTES
MUD SILL CONNECTION REPAIR
(NEW ANCHOR PLATE)
TYP REPAIR DETAILS
6
SD1
REPAIR AT DIAPHRAGM
CUT-OUTS
7
SD3
TYP (N) SHEATHING LAYERS O/
(E) 1X DECKING
15
SD3
(N)INFILL WALL AT (E)
OPENING
17
SD2
NEW OPENING IN (E) WALL 18
SD2
07/01/202409/13/2024
HOLD- 829 N
Garfield St1/15/2025
1/4"=1'
EXISTING ROOF FRAMING PLAN / 2ND LEVEL WALLS
LIVING
KITCHENDINING
BEDROOMBATH
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(E) HDR (E) HDR (E) HDR(E) HDR
(E) 2 X 8 SUB-PURLIN, SPLICED OVER
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(E) 2 X 6 ROOF
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1
1.THE SPECIFICATIONS & NOTES ON SHEET SN0, THE TYPICAL STRUCTURAL DETAILS ON ALL
SHEETS, AND THE FOLLOWING NOTES APPLY TO THE ROUGH FRAMING.
2.ALL NEW WALL FRAMING (BEARING & NON BEARING) SHALL BE PER DETAIL 1/SD3.
3.WALLS SHALL BE FRAMED WITH CONTINUOUS STUDS FROM THE FLOOR TO THE BOTTOM OF
THE CEILING JOISTS OR TRUSSES. BOTTOM OF CEILING JOISTS OR TRUSS BOTTOM CHORDS
SHALL FOLLOW THE ARCHITECTURAL CEILING LINE.
4.SHEAR PANELS CAN BE INSTALLED ON EITHER FACE OF THE WALL, FOLLOWING MINIMUM
LENGTHS AND MAXIMUM OPENING SIZES PER ARCH & STRUCTURAL. CONTACT EOR WHERE
CONFLICTS OCCUR.
5.CARRY ALL BEARING MULTIPLE STUDS & POSTS FROM UPPER LEVELS TO 1ST FLOOR OR
FLOOR BEAM BELOW. INSTALL VERTICAL SOLID BLOCKING AT INTERMEDIATE FLOOR LEVELS
TO MATCH SIZE OF STUDS OR POSTS ABOVE.
6.DO NOT INSTALL PLUMBING IN SHEAR WALLS. REFER TO ARCHITECTURAL PLANS FOR THE
LOCATIONS OF PLUMBING WALLS.
7.HOLES IN JOISTS SHALL NOT EXCEED THOSE ALLOWED BY THE JOIST MANUFACTURER.
NOTCHES AND HOLES IN PLATES AND 2X JOISTS SHALL NOT EXCEED THOSE SHOWN IN
DETAIL 8/SD3.
8.(N) SHEATHING NAILING AND INSTALLATION SHALL NOT BE COVERED PRIOR TO INSPECTION
BY THE BUILDING DEPARTMENT.
9.FOR HORIZONTAL CS STRAPS INSTALLED OVER BLOCKING (2X OR I-JOIST, AS DETAILED), USE
10D NAILS IN EVERY OTHER HOLE.
10.IF A 27" WIDE RAFTER BAY OCCURS, DOUBLE RAFTERS EACH SIDE, INSTALL PERPENDICULAR.
2X4 RJ & CJ (WHERE CEILING OCCURS) AT 24" O.C..
11.ALL MULTIPLE 2X MEMBERS SHALL BE LAMINATED WITH 16D NAILS AT 12" O.C. (ONE ROW FOR
UP TO 2X6 MEMBERS, 2 ROWS FOR UP TO 2X10 MEMBERS, 3 ROWS FOR UP TO 2X14
MEMBERS), U.N.O.
12.REFER TO DETAIL 5/SD3 FOR CEILING JOIST FRAMING AND CONNECTIONS.
XXX DESIGNATES REPETITIVE FRAMING MEMBER, SIZE AND
SPACING PER PLAN.
DESIGNATES SHEAR TYPE & SHEAR PANEL LENGTH. REFER TO
SHEAR & ANCHOR BOLT SCHEDULE BELOW & DETAIL 1/SD3 FOR
MORE INFORMATION
1.
5.
XXX DESIGNATES CANTILEVERED OR CONTINUOUS REPETITIVE
FRAMING MEMBER.2.
POST AND SIMPSON HOLDOWN ANCHOR/STRAP.
INSTALL HOLDOWN ANCHOR PER MANUFACTURER'S
RECOMMENDATIONS.
8.
7.DETAIL CALLOUT
DESIGNATES BEARING ON LEFT SIDE & HANGING ON RIGHT SIDE OF
A NON REPETITIVE FRAMING MEMBER. SEE SHEET SN0 FOR
ADDITIONAL INFO.
3.XXX
XXX DESIGNATES STRUCTURAL (EXTERIOR OR BEARING)
HEADER. PROVIDE KINGS STUDS AND TRIMMERS PER
DETAIL 1/SD3 U.N.O ON PLANS.
4.
X'-X"
X
XX
SDX
4x4
HTT4
SHEAR
PANEL
TYPE
(2)(4)(7)
(B)(C)(E)
A35 OR
LTP4
(8)(9)(11)
ALLOW.
SHEAR
(PLF)
14"Ø
x6" SDS
SCREWS
LVL RIM
SOLE PLATE CONNECTION
12" O.C.350 8" O.C.9" O.C.4" O.C.
6" O.C.
10" O.C.
4" O.C.
6" O.C.7" O.C.
5" O.C.
3" O.C.
2 ROWS
STAGG.
@3" O.C.
490
640
16d
SINKERS
14"Ø
X6" SDS
SCREWS
DF RIM
NAIL
EDGE SPAC'G
FIELD SPAC'G
(5)
(2)(4)(7)
(B)(C)(E)
MUD SILL/SOLE SIZE
BOLT Ø & SPACING
2X SILL / 2X SOLE
12" Ø AT 48" O.C.
SILL PLATE &
ANCHOR BOLTS
4
3
2
(2)(4)(7)
(B)(C)(E)
APA
RATED
PANEL
(1)(3)
(10)
8d's @
4" O.C.
12" O.C.
(6)
8d's @
3" O.C.
12" O.C.
(6)
8d's @
2" O.C.
12" O.C.
(6)
3 8"
3 8"
3 8"
(7)(B)(C)
8d's @
6" O.C.
12" O.C.
(6)
20" O.C.260 12" O.C.14" O.C.6" O.C.
6
3 8"
NO
SHEAR
2X SILL / 2X SOLE
5 8" Ø AT 16" O.C.
2X SILL / 2X SOLE
5 8" Ø AT 16" O.C.
3X SILL / 2X SOLE
5 8" Ø AT 16" O.C.
3X SILL / 2X SOLE
3 4" Ø AT 16" O.C.
---48" O.C.36" O.C.36" O.C.8" O.C.
6" O.C.4" O.C.5" O.C.
2 ROWS
STAGG.
@3" O.C.
870
1
(2)(4)(7)
(B)(C)(E)
10d's @
2" O.C.
12" O.C.
(6)
15 32"3X SILL / 2X SOLE
3 4" Ø AT 16" O.C.
3" O.C.2" O.C.2.5" O.C.-1740
D1
(2)(4)(7)
(B)(C)(E)
10d's @
2" O.C.
12" O.C.
(6)
15 32"
EA
FACE
3X SILL / 2X SOLE
3 4" Ø AT 16" O.C.
BLKG
RIM
TJI 110
FRMG
ABOVE &
BELOW
SHEAR
CONC'TR
TJI 110
TJI 110
11
2 LSL
11
2 LSL
13
4 LSL
31
2 LSL
OR PSL
SHEAR FOOTNOTES NOTES
(1)SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES.
(2)PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED.
(3)STUDS ARE SPACED AT 16" O.C. MAX.
(4)PERIODIC SPECIAL INSPECTION IS REQUIRED.
(5)COMMON NAILS MUST BE USED WITH NO SUBSTITUTION.
(6)NAIL ARE MINIMUM 3/8" FROM PANEL EDGES & MINIMUM 1/4" FROM STUD EDGES.
(7)NAIL ARE MINIMUM 1/2" FROM PANEL EDGES & MINIMUM 3/8" FROM STUD EDGES.
(8)USE CLIPS AT 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.O.)
(9)USE SPACING PER SCHED. IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED ON FRAMING PLAN.
(10)SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS.
(11)USE 8d X 212" NAIL IF A35, LTP4 OR LS50 ARE INSTALLED OVER SHEATHING.
(12)DO NOT INSTALL FRAMING CLIP WITH GAP BETWEEN TWO MEMBERS.
(13)FOR DOUBLE SIDED SHEAR PANELS:
a.USE HALF THE SPACING OF SILL PLATE FASTENERS STAGGERED FOR TYPE
b.USE ONLY 1/4"ØX6" SDS SCREWS IN SCHEDULE & WITH HALF THE SPACING,
FOR TYPES &
ANCHOR BOLTS FOOTNOTES NOTES
(A)FOR INTERIOR NON-SHEAR, NON-BEARING WALLS, 0.145" SHOT PINS AT 24" O.C. AND 1.25"
PENETRATION INTO CONCRETE MAY BE USED IN LIEU OF ANCHOR BOLTS.
(B)WHEN USING DIAGONALLY SLOTTED 3" SQUARE PLATE WASHERS FOR ANCHOR BOLTS:
(1) SLOTTED HOLE NOT TO EXCEED 1 3 4".
(2) WIDTH MAY BE 3 16" LARGER THAN THE ANCHOR BOLT USED.
(3) PROVIDE STANDARD CUT WASHER BETWEEN PLATE WASHER AND NUT.
(C)SQUARE PLATE WASHER MUST BE WITHIN 12" OF SILL PLATE EDGE AT SHEAR PANEL SIDE.
(D)PER ANSI/AF SDPWS - 2018 TABLE A2, USE OF STANDARD CUT WASHERS IS PERMITTED.
(E)PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER
FASTENING OF COMPONENTS OF THE SHEAR WALL.
GENERAL NOTES
4" MINIMUM ANCHOR BOLT END DISTANCE OF SILL PLATE, TYP.
ANCHOR BOLTS SHOULD BE SPACED EQUALLY AS POSSIBLE
ANCHOR BOLTS SPACING SHALL CONTINUE BELOW OPENINGS WHERE SHEAR PANEL OCCURS.
3
21
EXISTING RIDGE BOARDS, HIPS, & VALLEYS1
FR
A
M
I
N
G
N
O
T
E
S
FR
A
M
I
N
G
L
E
G
E
N
D
SH
E
A
R
W
A
L
L
&
A
N
C
H
O
R
B
O
L
T
S
C
H
E
D
U
L
E
FR
A
M
I
N
G
K
E
Y
N
O
T
E
S
EXISTING 2-2X8 CEILING BEAM TO BE DEMO'D & REPLACED. SEE PROPOSED FRAMING PLANS2
ALIGN POST BELOW W/ POST ABV. PROVIDE FULL WIDTH SOLID BLKG AT INTERMEDIATE FLOORS3
EXISTING WALL OPENING TO BE IN-FILLED. SEE DETAIL 17/SD24
NEW WALL OPENING W/ HEADER PER PLAN. SEE DETAIL 18/SD25
INSTALL (N) CMST14 STRAP WITH LENGTH PER PLAN. RUN FIRST 8'-0" OVER ROOF SHEATHING
OVER SHEAR WALL TOP PLATES (SEE DETAIL 4/SD2) PER PLAN & REMAINDER LENGTH OVER (N)
4X BLOCKING (W/ BN) BETWEEN RAFTERS PER PLAN.
6
INSTALL (N) CMST14 STRAP WITH LENGTH PER PLAN. RUN FIRST 8'-0" OVER ROOF SHEATHING
OVER SHEAR WALL TOP PLATES (SEE DETAIL 4/SD2) PER PLAN & REMAINDER LENGTH OVER (N)
4X CONT RAFTER (W/ BN). IF AN ALIGNED 2X RAFTER COINSIDES WITH PROPOSED STRAP, STITCH
NAIL A (N) CONT 2X RAFTER ILO OF (N) 4X.
7
LOCATION OF FLOOR DIAPHRAGM CUT-OUT/DAMAGE. REPAIR PER
DETAIL 7/SD2. NOT ALL LOCATION ARE SHOWN. THE CONTRACTOR
SHALL LOCATE & APPLY RETROFIT AT ALL SIMILAR CONDITIONS.
9.
LOCATION OF DAMAGED OR CUT WALL DIAGONALS. REPAIR BY
INSTALLING (N) TYPE 6 SHEAR PER THE SHEAR SCHEDULE. LENGTH TO
MATCH THAT OF THE DIAGONAL (HORIZONTAL) UNO ON THE PLANS.
NOT ALL LOCATION ARE SHOWN. CONTRACTOR SHALL VIF ALL OTHER
LOCATIONS.
10.
INSTALL (N) CS14 STRAP WITH LENGTH PER PLAN. RUN 1ST 8' ALONG LENGTH OF SHEARWALL
OVER 2X FLAT BLOCKING (OR CONT MEMBER AT PARALLEL FRAMING) WITH SHEAR TRANSFER
TO WALL, AND EXTEND REMAINING LENGTH OVER (N) SHEATHING OVER (E) 1X DECKING.
8
REFER TO DETAILS 17/SD1 & 23/SD2 FOR STAIR & GUARDRAIL RETROFIT9
(N) NON BEARING INTERIOR WALL PER 1/SD3 WITH NON BEARING
HEADERS PER 3/SD3. CONNECTION AT TOP & BOTTOM PER DETAIL
11/SD3.
11.
(E) 1X6 DIAG DECKING INSTALLED OVER SUB-FLOOR/FLOOR JOISTS. INSTALL (N) FLOOR
SHEATHING LAYER DIRECTLY OVER (E) 1X DECKING PER DETAIL 15/SD3 & SPECIFICATIONS ON
SHEET SN-0.
10
ALL DRAWINGS & WRITTEN MATERIAL HEREIN CONSTITUTES THE
ENGINEER'S ORIGINAL WORK. THE SAME SHALL NOT BE DUPLICATED,
USED, OR SHARED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE
ENGINEER. ESSE'S ALL RIGHTS RESERVED
947 E. FAIRWAY DRIVE,
ORANGE, CA 92866
(714) 400 - 5584
NO.DATE ISSUE
SHEET NO.
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1
07-09-2024
ELIE SAYEGH, PE
0127
DOCUMENTS ORIGINAL ISSUE DATE:
PROJECT ENGINEER:
PROJECT NO.
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2ND PLAN CHECK
SUBMITTAL109-13-2024
S301D
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07/01/202409/13/2024
HOLD- 829 N
Garfield St1/15/2025
SYMBOL DESCRIPTION
@ AT
AB ANCHOR BOLT
ABV ABOVE
ACI AMERICAN CONCRETE INSTITUTE
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ALT ALTERNATIVE / ALTERNATE
ARCH ARCHITECT / ARCHITECTURAL
ASTM AMERICAN STANDARD FOR TESTING AND MATERIALS
AWS AMERICAN WELDING SOCIETY
B, (B), BOT BOTTOM
BM BEAM
BN BOUNDARY NAIL
BLDG BUILDING
BLK BLOCKING
BRG BEARING
CANT CANTILIEVER
CB CEILING BEAM
CGS CENTEROID OF TENDON
CIP CAST IN PLACE
CBC CALIFORNIA BUILDING CODE
CJ CONSTRUCTION JOINT / CEILING JOIST
CL CENTERLINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASORNY UNIT
CONST CONSTRUCTION
CONT CONTINUOUS
CTR CENTER
DIA DIAMETER
DIM DIMENSION
DJ DECK JOIST
DL DEAD LOAD
DWG DRAWING(S)
EXIST, (E)EXISTING
EA EACH
EF EACH FACE
ELEV ELEVATION
ENGR ENGINEER
EQ EQUAL
EW EACH WAY
FF FINISH FLOOR
FLR FLOOR
FND FOUNDATION
FOB FACE OF BEAM
FOC FACE OF CONCRETE / FACE OF COLUMN
FOM FACE OF MASONRY
FOW FACE OF WALL
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GB GRADE BEAM
GLB GLU LAM BEAM
HT HEIGHT
HD HOLD DOWN
HDR HEADER
HGR HANGER
HORIZ HORIZONTAL
H.P.HIGH POINT
HSS HOLLOW STRUCTURAL STEEL
ID INSIDE DIAMTER
IF INSIDE FACE
INT INTERIOR
JST JOIST
JT JOINT
K KIPS
KS KING STUD
LGS LIGHT GAUGE STUDS
LL LIVE LOAD
LP LOW POINT
LVL LAMINATED VENEER LUMBER
LSL TIMBERSTRAND
MANUF MANUFACTURER / MANUFACTURED
MAX MAXIMUM
MB MACHINE BOLT
MD MID-DEPTH
MECH MECHANICAL
MID MIDDLE
MIN MINIMUM
MISC MISCELLANEOUS
ML MICROLLAM
MULT MULTIPLE
N, (N)NEW
NA NATURAL AXIS
NO.,#NUMBER
NG NATURAL GRADE
NTS NOT TO SCALE
O/OVER
O.C.ON CENTER
OD OUTSIDE DIAMETER
OF OUTER FACE
OPP OPPOSITE
ORIG ORIGINAL
PERP PERPENDICULAR
PL PARALLAM / PLATE
PSL PARALLEL-STRAND LUMBER
PT POST-TENSION
PTDF PRESSURE TREATED DOUGLAS FIR
PLYWD PLYWOOD
RD ROOF DRAIN
RR ROOF RAFTER
REINF REINFORCEMENT
REQ REQUIRED / REQUIREMENT
SCHED SCHEDULE
SEL SELECT
SHTG SHEATHING
SIM SIMILAR
SOG SLAB-ON-GRADE
SPECS SPECIFICATIONS
SQ SQUARE
STAGG STAGGER(ED)
STD STANDARD
STL STEEL
STRUCT STRUCTURAL
SW SHEAR WALL
SWAB SHEAR WALL & ANCHOR BOLT SCHEDULE
SYM SYMMETERICAL
T TOP
T&G TONGUE AND GROOVE
TOC TOP OF CURB
TOS TOP OF SLAB OR TOP OF STEEL
TP TOP PLATES
TS TIMBERSTRAND
TYP TYPICAL
U.N.O.UNLESS NOTED OTHERWISE
VERT VERTICAL
VTR VENT TO ROOF
WD WOOD
WT WEIGHT
W/WITH
W/O WITHOUT
DESIGN INFORMATION (CBC 2022)GARFIELD RESTORATION / REMODEL
829 N. GARFIELD STREET
SANTA ANA, CA 92701
GENERAL NOTESABBREVIATIONS DRAWING INDEX
DEAD LOADS
PROJECT TEAM
VICINITY MAP
N.T.S
WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING GENERAL REQUIREMENTS UNLESS NOTED
ON PLANS OR SPECIFICATIONS:
1.BUILDING CODE - 2022 CALIFORNIA BUILDING CODE (CBC) & 2022 CALIFORNIA EXISTING BUILDING
CODE (CEBC) WITH APPLICABLE CITY AMENDMENTS.
2.ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND
PROTECTIVE GOVERNING THE SITE OF WORK.
3.STANDARD SPECIFICATIONS OF ASTM AS NOTED HEREIN AND AS REQUIRED BY THE BUILDING
CODE.
4.ALL WORK NEEDS TO BE PERFORMED BY QUALIFIED AND EXPERIENCED CONTRACTORS
FAMILIAR WITH THIS TYPE OF PROJECT CONSTRUCTION.
5.IN CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.
6.ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR AND SUB-CONTRACTORS. REFER TO NOTED DIMENSIONS. DO NOT SCALE
DRAWINGS FOR DIMENSIONS.
7.ENGINEER OR ARCHITECT OF RECORD IS TO BE NOTIFIED IMMEDIATELY BY THE CONTRACTOR
SHOULD ANY QUESTION ARISE OR ANY DISCREPANCY BE FOUND PERTAINING TO THE WORKING
DRAWINGS AND/OR SPECIFICATIONS.
8.NO DEVIATIONS FROM THESE REQUIREMENTS AND STRUCTURAL DETAILS SHALL BE MADE
WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD (EOR). APPROVAL BY THE
INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS AND
SPECIFICATIONS.
9.THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY
SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN
CONSIDERED BY THE ARCHITECT OR ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE
STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND
FLOOR DIAPHRAGMS, AND FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE THE
NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE
AFOREMENTIONED MATERIALS. SITE VISITS PERTAINING TO STRUCTURAL OBSERVATIONS BY
THE ARCHITECT OR STRUCTURAL ENGINEER SHALL NOT IMPLY THE ASSUMPTION OF ANY
RESPONSIBILITY IN THIS REGARD.
10.SPECIAL INSPECTION PER CBC SECTION 1704 IS REQUIRED AND APPLIES TO THE TYPES OF
WORK INDICATED ON SHEET SN1.1 (NOTE SPECIAL INSPECTORS QUALIFICATIONS AND
RESPONSIBILITIES SHOULD COMPLY WITH CBC SECTION 1701 REQUIREMENTS).
11.STRUCTURAL ANALYSIS FOR THIS PROJECT IS DONE PER APPLICABLE BUILDING CODE AT THE
TIME OF DESIGN CONSIDERING STANDARD OF CARE.
12.UPON COMPLETION OF ABOVE BY THE ENGINEER AND PRIOR TO START OF CONSTRUCTION,
CONTRACTOR IS RESPONSIBLE TO CHECK ALL DIMENSIONS, COORDINATE WITH THE WORK OF
OTHER CONSULTANTS AND OTHER TRADES TO ENSURE COMPLIANCE WITH HIS/HER
REQUIREMENTS.
13.EOR SHALL HAVE NO LIABILITY FOR WATERPROOFING OR MOISTURE TRANSMISSION ISSUES,
WHETHER RELATED TO CONCRETE SLABS, FOOTINGS, FOUNDATIONS, OR OTHERWISE. OWNER
AND CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR SUCH ISSUES, AND WILL DEFEND
AND INDEMNIFY EOR AGAINST ALL SUCH CLAIMS.
LEVEL LOAD DESCRIPTION
ROOF 12 PSF COMP. ROOFING W/ RE-ROOF 3 PSF MAX W/ DRYWALL AT CEILING.
LEVEL LOAD DESCRIPTION
ASCE 7-16 ROOF ROOF LIVE LOAD
LIVE LOADS
SEISMIC DATA
OCCUPANCY CATEGORY:II
IMPORTANCE CATEGORY:1.0
SITE CLASS:D (DEFAULT)
SS:1.297
S1:0.462
SDS:1.037
SMS:1.556
SEISMIC DESIGN CATEGORY:D
SEISMIC FORCE RESISTING SYSTEM:LIGHT FRAME WALLS WITH
WOOD STRUCTURAL PANELS
RESPONSE MODIFICATION FACTOR - R:6.5
SEISMIC FORCE AMPLIFICATION FACTOR - Ω:2.5
SEISMIC RESPONSE COEFFICIENT - CS:0.160 (ASD 0.112)
ANALYSIS PROCEDURE:EQUIVALENT LATERAL FORCE
WIND DATA
WIND RISK CATEGORY:II
EXPOSURE CATEGORY:B
WIND SPEED:95 MPH
SOIL DATA (CODE MIN.)
ALLOWABLE BEARING PRESSURE:1500 PSF
ALLOWABLE PASSIVE PRESSURE:100 PCF
S-CS STRUCTURAL COVER SHEET
S101D EXISTING FOUNDATION & RAISED FLOOR PLAN
S101 PROPOSED FOUNDATION & RAISED FLOOR PLAN
S201D EXISTING 2ND FLOOR FRAMING PLAN
S201 PROPOSED 2ND FLOOR FRAMING PLAN
S301D EXISTING ROOF FRAMING PLAN
S301 PROPOSED ROOF FRAMING PLAN
SN0 STRUCTURAL NOTES
SD1 STRUCTURAL DETAILS
SD2 STRUCTURAL DETAILS
SD3 STRUCTURAL DETAILS
SPECIAL INSPECTIONS
1.SPECIAL INSPECTIONS ARE REQUIRED AS PER SECTION 1704 OF THE CALIFORNIA BUILDING CODE
(CBC), AND OTHER AREAS NEEDING SPECIAL INSPECTION SHOULD BE VERIFIED WITH THE
BUILDING OFFICIAL OF THE GOVERNING JURISDICTION.
2.INSPECTIONS MUST CONFORM TO CBC SECTIONS 110 AND 1704.
3.INSPECTIONS MUST BE CONDUCTED BY QUALIFIED INSPECTORS AND TESTING AGENCIES
RETAINED BY THE OWNER, AND NOT THE CONTRACTOR. INSPECTORS AND AGENCIES MUST BE
APPROVED BY THE GOVERNING JURISDICTION.
4.COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS MUST BE PROVIDED TO THE OWNER,
BUILDING DEPARTMENT, ARCHITECT, AND ENGINEER. COPIES OF THESE REPORTS AND RESULTS
MUST ALSO BE KEPT AT THE JOB SITE.
5.A FINAL REPORT FOR ALL INSPECTIONS AND TESTING, STATING THAT THE WORK WAS COMPLETED
IN ACCORDANCE WITH THE APPROVED PLANS AND ALL APPLICABLE CODES AND STANDARDS,
MUST BE SUBMITTED TO THE OWNER, BUILDING DEPARTMENT, ARCHITECT, AND ENGINEER.
6.STRUCTURAL OBSERVATION MAY BE REQUIRED BY THE JURISDICTION, ENGINEER, OR OWNER,
BUT THIS DOES NOT REPLACE ANY OF THE REQUIRED INSPECTIONS BY DEPUTY INSPECTORS OR
THE LOCAL JURISDICTION.
7.SPECIAL INSPECTION IS REQUIRED FOR SPECIFIC TYPES OF WORK, INCLUDING:
CAST-IN-PLACE DRILLED PILES OR CAISSONS
FIELD WELDING, EPOXY, WELDING OF REINFORCING STEEL
HIGH STRENGTH BOLTING
REINFORCEMENT AND TENDON PLACEMENT IN CONCRETE OVER 2500 PSI
TITEN HD SCREW ANCHORS.
8.NOTE SPECIAL INSPECTION IS ALSO REQUIRED FOR CONCRETE WITH A COMPRESSIVE STRENGTH
(F'C) OVER 2500 PSI. EXCEPTION: WHERE HIGHER F'C IS USED FOR COMPLIANCE WITH SULFATE
EXPOSURE ONLY WHERE A SOILS REPORT IS NOT PROVIDED.
9.ADDITIONAL ITEMS REQUIRING SPECIAL INSPECTION MAY BE NOTED ON THE PLANS.
10.IT IS IMPORTANT TO ADHERE TO THESE REQUIREMENTS AND WORK WITH QUALIFIED INSPECTORS
AND TESTING AGENCIES TO ENSURE COMPLIANCE WITH THE CBC AND ENSURE THE QUALITY AND
SAFETY OF THE CONSTRUCTION PROJECT.
ROOF 20 PSF
OWNER:
VVS ESTATES LLC (ATTN: VANITA SONI PURI)
829 N. GARFIELD STREET
SANTA ANA, CA 92701
ARCHITECT:
ZOHRABIANS ART OF DESIGN
700 PALM DRIVE, SUITE 106
GLENDALE, CA 91202
ZARTOFDESIGN.COM
818.300.9420
STRUCTURAL ENGINEERING:
ELIE SAYEGH STRUCTURAL ENGINEERING, INC.
947 E FAIRWAY DR,
ORANGE, CA 92866
(714) 400-5584
STRUCTURAL OBSERVATIONS
1.THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD OR AN APPROVED
REPRESENTATIVE TO COMPLETE STRUCTURAL OBSERVATIONS.
2.A STRUCTURAL OBSERVATION DOES NOT WAVE THE BUILDING CODE SPECIAL
INSPECTION REQUIREMENTS.
3.A STRUCTURAL OBSERVATION CONSISTS OF THE VISUAL OBSERVATION OF THE
STRUCTURAL SYSTEMS AT VARIOUS SIGNIFICANT CONSTRUCTION MILESTONES.
4.A STRUCTURAL OBSERVATION SCOPE IS LIMITED TO THE CONSTRUCTION'S GENERAL
CONFORMANCE WITH THE APPROVED PLANS.
5.OWNER OR CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 3 WORKING
DAYS PRIOR TO SCHEDULING A STRUCTURAL OBSERVATION. SCHEDULING IS THE SOLE
RESPONSIBILITY OF THE OWNER/CONTRACTOR.
6.FOR THIS PROJECT, STRUCTURAL OBSERVATIONS ARE REQUIRED AT THE FOLLOWING
MILESTONES:
A.FOUNDATION OBSERVATION TO BE COMPLETED PRIOR TO CONCRETE.
B.WALLS, FLOORS, AND ROOFS FRAMING PRIOR TO INSTALLATION OF INTERIOR OR
EXTERIOR FINISHES (INCLUDING INSULATION)
2ND FLR 16 PSF VINYL, 12" SHTG, 1X DIAG, 2X12, W/DRYWALL AT CEILING
SUB FLR 14 PSF VINYL, 12" SHTG, 1X DIAG, 2X6, W/DRYWALL AT CEILING
ASCE 7-16 ROOF RESIDENTIAL LIVE LOAD2ND FLR 40 PSF
ASCE 7-16 ROOF RESIDENTIAL LIVE LOADSUB FLR 40 PSF
REMODEL & CONTRACTOR NOTES
1.THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT THE WORKFORCE,
OTHER PERSONEL, AND THE STRUCTURE ITESELF DURING CONSTRUCTION.
2.TEMPORARY SHORING OR BRACING OF WALLS, FLOORS, OR ROOF IS THE RESPONSIBILITY OF
THE CONTRACTOR.
3.THE CONTRACTOR SHALL LOCATE ALL UTILITIES WHERE WORK IS TO BE CONDUCTED &
PROTECT FROM ANY DAMAGE.
4.THE ENGINEER OF RECORD HAD MADE EFFORTS TO ASCERTAIN THE EXISTING FRAMING &
FOUNDATION CONDITIONS, HOWEVER NOT ALL SUPPORT CONDITIONS WERE UNCOVERED AND
EXISTING CONDITIONS MAY DIFFER FROM WHAT IS SHOWN ON THE DRAWINGS. REMOVAL OF
CEILING FINISHES TO DETERMINE FRAMING ABOVE, OR FLOOR FINISHES TO DETERMINE
FOUNDATION CONDITIONS IS RECOMENDED.
5.THE CONTRACT COMPLETING THE WORK SHALL REVIEW THE FRAMING & FOUNDATION PLANS
AND CONFIRM THEY ARE FAMILIAR WITH HTIS TYPE WORK.
6.CARE SHALL BE TAKEN DURING THE DEMO PHASE AND TEMPORARY SHORING & SUPPORT SHALL
BE PROVIDED WHERE NECESSARY.
7.IF THERE ARE ANY LOCATIONS WHERE EXISTING SUPPORTS ARE TO BE REMOVED & THE
STRUCTURAL PLANS DOE NOT SHOW NEW FRAMING OR NEW SUPPORT, CONTACT THE EOR
IMMEDIATELY.
REVISION HISTORY
2ND PLAN CHECK SUBMITTAL
09 - 13 - 20241
ALL DRAWINGS & WRITTEN MATERIAL HEREIN CONSTITUTES THE
ENGINEER'S ORIGINAL WORK. THE SAME SHALL NOT BE DUPLICATED,
USED, OR SHARED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE
ENGINEER. ESSE'S ALL RIGHTS RESERVED
947 E. FAIRWAY DRIVE,
ORANGE, CA 92866
(714) 400 - 5584
NO.DATE ISSUE
SHEET NO.
GA
R
F
I
E
L
D
R
E
S
T
O
R
A
T
I
O
N
/
R
E
M
O
D
E
L
VV
S
E
S
T
A
T
E
S
L
L
C
82
9
N
.
G
A
R
F
I
E
L
D
S
T
R
E
E
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
07-09-2024
ELIE SAYEGH, PE
0127
DOCUMENTS ORIGINAL ISSUE DATE:
PROJECT ENGINEER:
PROJECT NO.
2N
D
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
2ND PLAN CHECK
SUBMITTAL109-13-2024
S-CS
ST
R
U
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T
U
R
A
L
C
O
V
E
R
S
H
E
E
T
07/01/202409/13/2024
HOLD- 829 N
Garfield St1/15/2025
DOUBLE LAYER INTERSECTION & CORNER
L
L
L
L
L
REINF. MAY BE CONT. OR ADD BARS SAME SIZE
& SPACING AS WALL/FOOTING REINF.
SINGLE LAYER INTERSECTION & CORNER
L
L
L
L
ldh
HOOK DEVELOPMENT LENGTH (ldh)
INCHES
BAR SIZES
#4 #5 #6 #7 #8
9 11 14 17 20 22
#3
HOOKED OR HEADED BARS STD DEVELOPMENT
DEVELOPMENT LENGTH
PER SCHEDULE
CRITICAL SECTION
BARS TO BE IN CONTACT
AND WIRED TOGETHER
LAP SPLICE
SEE SCHEDULE
1
6
STANDARD HOOKS AND BENDS
STANDARD BEND DIAMETER AND EXTENSION
LENGTH SCHEDULE
BAR SIZE
#3
#4
#5
D MIN
(INCHES)
2.25
3
3.75
2.5 4 4.5
7.5
64
4
4db 6db 12db
#6
#7
#8
2.5
2.5
4.5
6
5.25
3
3.5
4
4.5
5.25
6
9
10.5
12
CONCRETE REINFORCEMENT COVER REQUIREMENTS SCHEDULE
LABEL
CAST AGAINST AND PERMANENTLY IN
CONTACT WITH EARTH
BAR SIZES COVER
ALL 3''ALL UNFORMED SURFACES
BELOW GRADEA
UP TO #5 1.5''
B
ALL OTHERS 2''
ALL MID-DEPTHC
ALL FORMED SURFACES
BELOW GRADE & ALL
SURFACES EXPOSED TO
WEATHER ABV GRADE
FORMED EDGE EXPOSED TO
WEATHER OR IN CONTACT WITH
EARTH
UP TO 5'' THICK SOG CAST AGAINST
SAND OR VAPOR BARRIER
SLAB ON GRADE
CONCRETE ONLY
D
DD
90° BEND
45° BEND 180° BEND
4db
2 1
2'' MIN.
12
d
b
STIRRUPS AND TIES
90° BEND 135° BEND
6 db OR 4'' MIN
DD
6
d
b F
O
R
#
3
,
4
,
AN
D
5
1
2
d
b F
O
R
#
6
A
N
D
L
A
R
G
E
R
BEND SCHEDULE -
STIRRUPS / TIES
BAR SIZE
#3
#4
#5
D MIN
(INCHES)
1.5
2
2.5
BAR #
#3, 4, 5, 6
#7, 8
24" MIN, 40 X db
CLASS "B"
LAP SPLICE
REBAR DEVELOPMENT LENGTHS & LAPS
COMPRESSION
LAP SPLICE
DEVELOPMENT
LENGTH
60 X db
30" MIN, 52 X db
78 X db
40 X db
CONDITION ADDITIONAL INFO / NOTES
DEVELOPMENT & LAP LENGTHS
CONCRETE REINF. COVER REQUIREMENTS
REINF. AT CORNER & INTERSECTIONS
C
A
A
B
B
A
FORMED FACE /
EDGE OF CONCRETE
TOP OF SLAB
ON GRADE
OUTLINE OF IDEALIZED
FOOTING
ACTUAL EDGE OF
FOOTINGS WITH
UNFORMED EDGES
L = LAP SPLICE
SEE SCHEDULE ABOVE, TYP
(E) HORIZONTAL 1X &
STUCCO FINISH
(E) EXTERIOR STUD WALL
(E) RAISED FLOOR FRAMING
WITH 1X DECKING
(E) 2X6 PTDF SILL PLATE
VA
R
I
E
S
30
"
M
A
X
(E) PERIMETER SOLE PLATE.
PROVIDE (N) ADDITIONAL SOLE PLATE
NAILING PER TYPE 6 OF THE SHEAR
SCHEDULE.
(E) CONT RIM
FG TO SLOPE AWAY FROM
BUILDING/FOUNDATION
NG
FG
EXISTING
(E) ANCHOR BOLTS. (N) MUDSILL
CONNECTION PER 6/SD1 REQUIRED
WHERE THERE ARE NO EXISTING
ANCHOR BOLTS OR WHERE EXISTING
ANCHOR BOLTS ARE LESS THAN 12" IN
DIAMETER & ARE NOT PROVIDED
WITH MIN 3" DIA/SQ. PLATE WASHERS.
SEE FOUNDATION PLAN &
FOUNDATION NOTE FOR MORE
INFORMATION
EXISTING FOOTING &
CURB
(E) WALL ABOVE WITH
NEW SHEAR
(N) 2X6 BLKG O/ 2X6 SILL OR (N)
CONT. 2X6 AT PARALLEL FRAMING
CONDITIONS. SEE DETAIL 13/SD2
FOR ADD'L SHEAR TRANSFER INFO.
(N) ANCHOR BOLTS PER 4/SD1.
SIZE & QUANTITY PER THE SHEAR
SCHEDULE
(E) RAISED FLOOR FRAMING
WITH 1X DECKING
(E) 2X6 JOISTS (PARALLEL
CONDITION DASHED WHERE
OCCURS)
(N) #4 VERT. AT 16" O.C.
W/ STD. HOOK AT BOT.
ALTERNATE HOOKS
NG
FG
FTG W = 15"
t = 8"
1'
-
6
"
E
M
B
E
D
MI
N
FT
G
TH
I
C
K
N
E
S
S
1'
-
0
"
(N) #4 HORIZ. AT 16" O.C. (2 MIN)
SEE DETAIL 10 FOR INTERSECTION AT
(E) FOOTINGS
(N) CONT 2-#4B. SEE DETAIL 10 FOR
INTERSECTION AT (E) FOOTINGS
NOTE: REFER TO DETAIL13/SD3
FOR INFORMATION NOT SHOWN
(E) STUD WALL WITH
(N) POST. CONNECT
POST TO SILL W/ 1-A34
EACH SIDE
(N) 4X BLOCKING ALIGNED
WITHPOST ABOVE.
CONNECT TO (E) JOIST W/
1-A35 EA END
(E) 2X JOISTS
TOE NAIL WITH 16d AT
8'' O.C.
MIN 12'' SQ PEDESTAL
NG
PROVIDE CRIPPLE
POST IN FLOOR
SYSTEM AT
LOCATIONS OF ADDED
POSTS (MATCH
POST/PLIES WIDTH)
(N) CRIPPLE POST (MATCH SIZE OF
POST ABV PER PLAN), ALIGNED
WITH POST ABOVE.
CONNECT TO BLKG W/ SIMPSON
BCS, & TO FOUNDATION W/
SIMPSON CBSQ
(N) PAD FOOTING PER
FOUNDATION PLAN.
USE #5B AT 12" O.C.
EACH WAY
18
'
'
M
I
N
10
'
'
M
I
N
.
3'' MIN.
ELEVATION TO MATCH
BOTTOM OF PERIMETER
FOOTING (OR LOWER)PER PLAN, 18" MIN
2"
M
I
N
A = FROM SILL PLATE TO BOLT CL
B = FROM SLAB EDGE TO BOLT CL
BOLT DIA.MIN. A MIN. B
1.SILL PLATE HOLES Ø CANNOT EXCEED THE
ANCHOR BOLT Ø + 116".
2.SPLITTING BOLT HOLES THROUGH SILL PLATES
IS NOT ALLOWED.1"
1"
1 5/8"
1 7/8" 5/8"
1/2"
SHEAR PANEL
WHERE OCCURSMIN 4"
MAX 12"
3" MIN.
BOLTS SHALL BE
STAGGERED IF
SPACED 6" O.C.
OR LESS
A B
1/2" MAX FROM
EDGE OF WASHER
TO SHEAR PANEL
4"
M
I
N
BE
L
O
W
C
O
L
D
JO
I
N
T
A
T
T
W
O
PO
U
R
AB PER SCHEDULE
(MIN 2 PER SILL)
7"
M
I
N
MO
N
O
P
O
U
R
5"
(E) PARALLEL STEM WALL
WHERE OCCURS
EXISTING
(E) EPOXY EMBED WITH
SIMPSON SET-3G
(E) STEMMA WALL &
FOOTING
24" MIN. LAP
DOWELS. MATCH STEM &
FOOTING REINFORCEMENT
SIZE & SPACING
(N) STEM WALL & FOOTING
REINFORCEMENT PER
DETAIL 2/SD1
NEW
(PERIMETER SOLE PLATE. PROVIDE
ADDITIONAL (N) SOLE PLATE NAILING PER
TYPE 6 SHEAR WHERE (E) NAILING IS
SPACED AT LESS THAN 6" O.C.
(N) SIMPSON A-35 FROM RIM
TO SILL PLATE AT 24" O.C.
(N) SIMPSON URFP AT 48" O.C. INSTALL
USING 3-12" Ø X 4" LONG TITEN HD. USE 5
- 14" Ø X 3" LONG SDS AT SILL.
ALT: USING SET 3G EPOXY ANCHORS
(SAME SIZE & QTY) WITH STANDARD
WASHERS
THREADED ROD
DIAMETER
13 4"
212"
EDGE
DISTANCE
12"
6"
MIN.
EMBED
A307 5 8" ROD
A307 5 8" ROD
EDGE DISTANCE
(E) FOOTING
PER PLAN
THREADED ANCHOR
PER SCHEDULE WITH
SET-3G SIMPSON EPOXY
SLOPE BOLT 1:12 MAXIMUM
WHERE NEEDED TO
CONNECT TO HOLDOWN
POST & HOLDOWN
PER PLAN
SHEAR WALL PER PLAN
RUN ROD 8D
PASS FF, 6" MIN.
EMBED PER
SCHEDULE
BN
THREADED ROD HOLD DOWN ANCHORS
POST W/ HOLD DOWN
PER PLAN
TYPICAL FOOTING
REINFORCEMENT
SSTB/SB PER TABLE
BELOW
MAX 12:1 SLOPE IF
NEEDED
THREADED HOLDOWN
BOLT PER TABLE
COUPLER NUT
SILL PLATE
Le
TYPICAL FOOTING
BEYOND
3'
'
T
O
5
'
'
POST W/ HOLD DOWN
PER PLAN
TYPICAL FOOTING
REINFORCEMENT
THREADED ROD PER
TABLE BELOW
ADD'L REINF PER
TABLE BELOW,
BOTTOM BARS SHALL
BE LOCATED ABOVE
PLATE
3'
'
T
O
5
'
'
MAX 12:1 SLOPE IF
NEEDED
ALT: COUPLER NUT
SILL PLATE
SQ PAD PER TABLE CENTER ON BOLT
NOTE: EITHER SSTB, SB BOLTS OR THREADED RODS MAY BE USED FOR HOLD DOWN ANCHORS PER TABLE
BELOW. REFER TO SSTB/SB HOLD DOWN ANCHORS DETAIL FOR INFORMATION NOT SHOWN ON THREADED
ROD ANCHOR DETAIL (ADDITIONAL REINFORCEMENT, DEEPENED FOOTING, ETC.)
HOLD DOWN BOLT OPTIONS
STEM (CURB)
END
1-POUR
N/A
SB 5
8 X 24
CORNER
1-POUR
N/A
SB 5
8 X 24
MID
1-POUR
N/A
SB 5
8 X 24
HOLD
DOWN
HDU2
HTT4
HTT5 5
8 '' DIA A307 THREADED ROD (Le = 8'') W/ 2'' SQ X 3
16 '' PLT W/ 24'' SQ PAD
HDU8
N/ASSTB28
SB 7
8 X 24
SSTB28
SB 7
8 X 24
7
8 '' DIA A307 THREADED ROD (Le = 13'') W/ 3'' SQ X 1
4 '' PLT W/ 39'' SQ PAD
N/A
NOTES:
1.MID = (1.5 X Le) MIN. DISTANCE FROM END OR CORNER (SEE TABLE BELOW)
2.NOT USED.
3.FOR HOLD DOWNS WHICH HAVE BEEN CONNECTED TO A 2X STUD NEXT TO THE POST,
CONNECT THE STUD TO THE POST WITH THE SAME TYPE AND QUANTITY OF CONNECTORS
IN THE HOLD DOWN. PROVIDE REQUIRED MIN. PENETRATION INTO POST.
5. FOR HDU11/HHDQ11: PROVIDE ADDITIONAL 1-4# BAR TOP AND BOTTOM REINFORCEMENT
48'' PAST HOLD DOWN EACH SIDE (96'' TOTAL LENGTH).
SSTB/SB MINIMUM EMBED (Le)
SSTB
ANCHOR
SSTB24
SSTB28
EMBED (Le)(1.5 Le)SB ANCHOR EMBED (Le)(1.5 Le)
20 5
8''31''SB 5
8 X 24 18''27''
18''27''SB 7
8 X 2438''24 7
8''
NG
FG
Le
CONTRACTOR IS RESPONSIBLE FOR
PROPER SHORING WHEN REQUIRED.
2
1
2
1
FINISH GRADE
BOTTOM OF TRENCH
EXCAVATION SHALL NOT
EXTEND BELOW THIS LINE BACKFILL TRENCH
EXCAVATION PER
SOILS REPORT
PARALLEL
TO FOOTINGS
PROVIDE ADDITIONAL 1 - #4
BY 4' - 0" LONG CENTERED
WITH PENETRATION. USE
2- #4 BELOW SHEAR WALL
CONDITIONS.
18"
10' -0" MIN.
PERPENDICULAR TO FOOTING
CREATE PIPE
SLEEVE 2" LARGER
THAN PIPE6"
MI
N
.
6"
MI
N
.
COMPACTED FILL
EXISTING PERIMETER FOOTING 1
(N) SHEAR WALL AT (E) RAISED FLOOR 2
(N) INT. FTG. (E) RAISED FLOOR 3
TYP AB REQ AT (N) FOOTINGS 4
NOT USED 5
RETROFIT FOUNDATION PLATES 6(N) HOLDOWN ANCHORS AT (N) FTG/STEM 11
(N) FOOTING TO (E) FOOTING 7
(N) SHEAR WALL OVER (E) SOG FND 8
NEW ANCHOR BOLTS AT (E) SOG FND 9TYP" RIM SHEAR TRANSFER REPAIR 14
NOT USED 15 NOT USED 10NOT USED 20
NOT USED 19
NOT USED 18
STAIR RETROFIT DETAIL 17
EXISTING PERIMETER FOOTING 16EXISTING PERIMETER FOOTING 21
NOT USED 22
NOT USED 23
NOT USED 24
NOT USED 25NOT USED 30
TYP REINF REQ - NRML WT 2.5+ KSI CONC 26
(N) SHEAR PER PLAN
(N) UPPER LAYER SHEATHING O/ (E)
DIAG 1X DECKING. BOUNDARY
NAILING TO BLOCKING / CONT
MEMBERS PER 15/SD3
***
(E) 12" MIN
(E
)
1
2
"
M
I
N
(E) FINISH FLOOR
STUD WALL PER PLAN
SEE 1/SD3
SHEAR PANEL WHERE
OCCURS PER PLAN
(N) POST INSTALLED ANCHOR
BOLTS. SEE DETAIL 9/SD1
LOWEST ADJACENT
NATURAL OR
APPROVED
COMPACTED GRADE
FINISH GRADE
(N) BOUNDARY NAILING
EPOXY SCREW ANCHOR
FILL HOLE IN
SILL PLATE
W/ EPOXY
THREADED ROD (A307) WITH
DIAMETER AND SPACING PER
ANCHOR BOLT SCHEDULE.
EPOXY ROD WITH SIMPSON SET
3-G EPOXY
7"
M
I
N
.
7"
M
I
N
.
3
4 DIA X 10" SD
WEDGE-BOLT SCREW
ANCHOR. INSTALL
PER
MANUFACTURERS
RECOMMENDATIONS
AND ICC ESR-2526
NOTE:
REFER TO DETAIL 4/SD1 FOR
MIN EDGE DISTANCE.
REQ SPACING FOR
SD WEDGE-BOLT SCREW ANCHORS
LOCATION
EXTERIOR
INTERIOR
1.75"
12"16"
16"
16"16"
10"14"
6, 4, 3 2 1
SHEAR WALL TYPE
NON - SHR CONDITIONS SHALL BE SPACED 48" O.C.
MINI SLAB
EDGE
DISTANCE
*
ALL PERIMTER RIMS SHALL BE
CONNECTED TO SILL PLATES W/ A35'S AT
24" O.C. ALONG THE 1ST 12' FROM ANY
BUILDING CORNER, AND AT 48" O.C.
BEYOND.
NOTE: REFER TO DETAIL1/SD1
FOR INFORMATION NOT SHOWN
IF BLOCKING ARE ENCOUNTRED
INSTEAD OF RIM, EACH BLOCK SHALL
BE CONNECTED WITH A35 TO THE
SILL PLATE.
(E) 2X6 PTDF SILL PLATE
EXISTING
EXISTING FOOTING &
CURB
NG
FG
1
2X SLEEPER W/ MIN 2
POST INSTALLED
ANCHORS WITH MIN 2"
EMBED INTO (E)
CONCRETE, TYP (SEE
9/SD1, SIMILAR)
PRE-DRILL W/ 1" DIAMETER HOLE
(DO NOT OVER CUT)
USE 7" MIN THROAT
THICKNESS
(N) 2X4 CRIPPLE WALL
(STUDS AT 16" O.C.) TO
SUPPORT (E) STRINGER.
HEIGHT AS REQUIRED TO
ALLOW STRINGER FULL
BEARING
(N) 2X STRINGER. USE REQUIRED
DEPTH TO ACHIEVE MIN THROAT
THICKNESS SHOWN.
LAP (N) STRINGER WITH (E)
STRINGER & CONNECT USING
8-16d
(E) 2X STRINGER
(E) 2X FLAT BLKG
BETWEEN STRINGERS.
(E) CONCRETE STOOP
WHERE OCCURS TO BE
REMOVED/DEMO'D
NOTES
1.UNO, USE MIN 3/4" PLYWOOD RISERS & TREADS @ INT. CONDITIONS.
2.UNO, USE SOLID WOOD RISERS & TREADS @ EXT. CONDITIONS.
1
ALL DRAWINGS & WRITTEN MATERIAL HEREIN CONSTITUTES THE
ENGINEER'S ORIGINAL WORK. THE SAME SHALL NOT BE DUPLICATED,
USED, OR SHARED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE
ENGINEER. ESSE'S ALL RIGHTS RESERVED
947 E. FAIRWAY DRIVE,
ORANGE, CA 92866
(714) 400 - 5584
NO.DATE ISSUE
SHEET NO.
GA
R
F
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82
9
N
.
G
A
R
F
I
E
L
D
S
T
R
E
E
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
07-09-2024
ELIE SAYEGH, PE
0127
DOCUMENTS ORIGINAL ISSUE DATE:
PROJECT ENGINEER:
PROJECT NO.
2N
D
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
2ND PLAN CHECK
SUBMITTAL109-13-2024
SD1
ST
R
U
C
T
U
R
A
L
D
E
T
A
I
L
S
07/01/202409/13/2024
HOLD- 829 N
Garfield St1/15/2025
DRAG STRAP: FLUSH BEAM TO TP 2
DRAG STRAP: DROP BEAM TO TP 3
2ND LEVEL SHEAR WALLS & SHEAR TRANSFER AT ROOF 4
PERP FLUSH BM SUPPORT AT WALL 6PERP DROP BM SUPPORT AT WALL 11
DIAPHRAGM CUT-OUT RETROFITS 7
SHR TRANS. @ (N) SW (PERP. FLR)14
NOT USED 15NOT USED 20
NEW CEILING BEAM AT (E) FRAMING 19
NEW OPENING IN (E) WALL 18
(N) INFILL WALL AT (E) OPENING 17
HORIZ. DRAG STRAP OVER WALL 16TYP SHEAR TRANSFER DETAIL 21
TYP HANDRAIL TO STUD WALL 23
NOT USED 24
NOT USED 25NOT USED 30
NOT USED 26
SHR TRANS. @ (N) SW (PARALLEL FLR)13
OFFSET BEARING WALLS 12NOT USED 27
NOT USED 28
NOT USED 29
VERT STRAP ABOVE TO POST BLW 1
COIL STRAP END
LENGTH OF PER TABLE
COIL STRAP TABLE
STRAP
CS16
CS14
MIN. END
LENGTH
13''
16''
11-10d
CMST14
CMST12
39-10d
49-10d
MIN. NAILS
EACH END
15-10d
36''
44''
SHEAR PANEL WHERE
OCCURS PER PLAN
SHIM TO KEEP STRAP
STRAIGHT
STRAP PER PLAN
CALLOUTS
POST OR MULTI STUDS PER PLAN
(INSTALL BN AT SHEAR PANELS)
CONTINUOUS RIM/BEAM & SHEAR
TRANSFER PER DETAIL 21/SD3
FLOOR SHEATHING
FLOOR JOISTS - SEE FRAMING PLAN FOR
ADDITIONAL INFORMATION
LSL, LVL OR PSL VERTICAL BLOCK BELOW
POST ABOVE MIN. 2'' WIDER THAN POST
POST OR MULTI STUDS PER PLAN
(INSTALL BN AT SHEAR PANELS)
COIL STRAP END
LENGTH OF PER TABLE
SHEAR PANEL WHERE
OCCURS PER PLAN
*
NOTE : REFER TO THE SHEAR WALL
SCHEDULE ON THE FRAMING PLANS FOR
SHEAR & CONNECTOR REQUIREMENTSBEAM PER PLAN
FLUSH BEAM PER PLAN
STUD WALL PER PLAN
2-2X TOP PLATES
POST OR MULTI STUDS PER PLAN
(INSTALL BN AT SHEAR PANELS).
2-2X TOP PLATES
DRAG STRAP PER PLAN (MSTA36
MIN) (HALF STRAP TO EACH
MEMBER)
BEAM PER PLAN
A35 AT TOP AND BOTTOM OF POST EACH SIDE
OR BM TO TOP PLATE EACH SIDE AS SHOWN
TRIMMER & KING
STUDS PER PLAN. 2X
TRIM & 2X KS MIN.
STUD WALL PER PLAN
2-2X TOP PLATES
DRAG STRAP PER PLAN (MSTA36
MIN) (HALF STRAP TO EACH
MEMBER)
BOTTOM PLATE
MSTC40 STRAP AT TOP
PLATES U.N.O
DROP BEAM PER PLAN
A35 AT TOP AND BOTTOM
OF POST EACH
SIDE OR BM TO TOP PLATE
EACH SIDE AS SHOWN
2-2X TOP PLATES ADD SHIM WHERE WIDTH OF
BEAM IS NARROWING THAN
POST
2X KING STUD
EACH SIDE
POST OR
2-2X
SEE PLAN
TOP VIEW
2X KING STUD W/ 16d AT 8''
O.C. TO POST AND 4-16D TO
BM, EA SIDE OF BM
POST PER PLAN
A35 AT TOP AND
BOTTOM OF POST
EACH SIDE OR BM TO
TOP PLATE EACH SIDE
AS SHOWN
NAIL SILL/ SOLE PLATE TO POST WITH
4-16d AT 4X POST AND 6-16d AT 6X
POST
SOLE PLATE AND
SHEAR TRANSFER PER
DETAIL 21/SD2
SILL PLATE WITH
ANCHOR BOLTS PER
ANCHOR BOLT
SCHEDULE
PROVIDE ANCHOR BOLT
WITHIN 4'' OF EA SIDE OF STUD
OR POST AT SILL PLATE
CONDITION
BEAM PER
PLAN
FLOOR SHEATHING
FLOOR JOIST 2X BLOCKING
AT CS14 STRAPS. USE 4X'
BLKG AT WIDER STRAPS
STRAP PER PLAN
CALLOUT
FLOOR JOIST 2X PER PLAN
BOUNDARY NALING
OVER BLOCKING
2-2X TOP PLATES
(E) FLOOR JOISTS. SEE
FRAMING PLANS
(E) FLOOR JOISTS PER PLAN
(N) FLOOR SHEATHING OVER (E)
1X DIAG DECKING.
(E) WALL ABOVE
(N) 2 - 14" Ø X 6" LONG SDS SCREW AT 6"
O.C. FROM (N) 4X BLKG ALIGNED WITH
WALL ABOVE TO (N) BLOCKING OVER
OVER WALL AT 6" O.C.
(E) BLKG BETWEEN
JOISTS
(E) 4X BLKG BELOW OFFSET
BEARING WALL ABOVE
2X FULL DEPTH BLKG AT 4'-0" O.C.
W/ BN FROM ROOF SHEATHING AND
2-16d END NAILED FROM ROOF
RAFTER
AT PERP. ROOF RAFTER
CONDITIONS: INSTALL 2X BLOCKING
(N) OR (E) ROOF RAFTER (MATCH SIZE OF
EXISTING FRAMING) WITH ROOF
FOUNDATION NAILING & SHEAR
TRANSFER TO CRIPPLE SHEAR WALL
BELOW
BOUNDARY NAILING (BN)
2-2X TOP PLATES
(E) ROOF RAFTERS
(E) ROOF SHEATHING
SHEAR PANEL
WHERE OCCUR. SEE PLAN
FOR SHEAR WALL TYPE
BOUNDARY
NAILING (BN)
CEILING JOIST
*
*
*
SHEAR PANEL
WHERE OCCUR. SEE PLAN
FOR SHEAR WALL TYPE
BOUNDARY
NAILING (BN)
SHEAR PANEL,
BOUNDARY NAILING &
SOLE PLATE NAILING
PER THE SHEAR
SCHEDULE
PERPENDICULAR
CEILING JOISTS
*
*
*
(N) CRIPPLE 2X4 CRIPPLE WALL WITH
STUDS AT 16" O.C. PROVIDE
SHEAR PANEL & NAILING PER
SHEAR WALL BELOW.
(N) 2X4 AT 48" O.C., LAP WITH STUD & EXTEND
TO NEAREST (E) CEILING JOIST ON BACKSIDE
OF SHEAR PANEL. NAIL W/ 2-16D AT STUDS,
AND 2-16D END NAILS AT CEILING JOIST
(N) CRIPPLE WALL W/ SHEAR
PANEL AND NAILING TO
MATCH SHEAR WALL BELOW
WHERE OCCURS
(N) SHEAR PER PLAN
(N) CONT 3X6 MIN WITH 1 4" Ø SDS STAGG
SCREWS PER THE SHEAR SCHEDULE TO
BLOCKING OR RIM OVER WALL. SEE PLAN
FOR EXTENT.
(N) UPPER LAYER SHEATHING O/ (E) DIAG
1X DECKING. BOUNDARY NAILING TO
BLOCKING / CONT MEMBERS PER 15/SD3
(E) 2X JOIST PER PLAN
(N) 3 4" SHEATHING, CUT TO MATCH
DAMAGED/CUT-OUT DIAPHRAGM &
BOUNDARY NAIL ALL EDGES.
(N) 2X BLKG OR CONTINUOUS
RIM WITH 2-16d AT 6" O.C. USE
3X WHERE REQUIRED TO
ACHIEVE BN
2 LAYER DIAPHRAGM:
2ND LAYER : (N) 15 32" FLOOR SHEATHING (UPPER LAYER)
1ST LAYER : (E) 1X DIAG. DECKING. SEE PLAN CALLOUT
2 LAYER DIAPHRAGM (RETROFIT DIAPHRAGM CUT OUTS)
2ND LAYER : (N) 15 32" FLOOR SHEATHING (UPPER LAYER)
1ST LAYER : (N) FLOOR SHEATHING (USE THICKNESS TO MATCH 1X DECKING)
PLAN VIEW - RETROFIT AT DIAPHRAGM OPENINGSA
A
(E) DIAG. 1X DECKING
(N) HORIZONTAL CS14 STRAP INSTALLED
OVER UPPER LAYERS. EXTEND 4'-0" PAST
EDGE OF OPENING EACH SIDE.
(N) 2X BLOCKING BELOW STRAP
(E) FLOOR JOIST, SEE
FRAMING PER PLAN
STITCH NAIL (N) 2X6 TO (E) JOIST
WITH 16d AT 6" O.C. STAGGERED
(N) CONT 2X6. USE 3X6 WHERE
REQUIRED TO PROVIDE BN.
STITCH NAIL (N) 2X6 TO (E) JOIST
WITH 16d AT 6" O.C. STAGGERED
2
'
P
A
S
T
O
P
E
N
I
N
G
SM
A
L
L
E
R
T
H
A
N
6
'
L
O
N
G
,
&
4
'
M
I
N
I
M
U
M
P
A
S
T
LA
R
G
E
R
O
P
E
N
I
N
G
S
(
U
P
TO
1
0
'
L
O
N
G
)
,
T
Y
P
BN, TYPICAL
PROVIDE 3X ADJOINING
BLOCKING AT PERP. EDGE OF
CUT OUT & BOUNDARY NAIL EACH
SIDE.
4'-0" MIN
(N) UPPER LAYER OF SHEATHING
SEE SN-0 & 15/SD3 FOR ADD'L INFO. NAILING
AT UPPER LAYER NOT SHOWN FOR CLARITY
(E) WALL OR RAISED FLOOR BEAM
BELOW WHERE OCCURS
(N) BLOCKING, SHAPE & INSTALL FLUSH
WITH FACE OF WALL BLW (SHIM WITH 12"
PLY WHERE REQUIRED)
(E) BEARING WALL
BELOW
CONNECT BLKG TO (E) JOIST ENDS
WITH 1-A35 EACH END. STAGGER A35
TO CONFLICT BETWEEN BAYS
(N) CONT 2X6 (OR BLKG AT PERP.
FRAMING) TO LAP WITH BOTTOM OF 1X
DECKING BELOW SILL TO RECEIVE BN.
CONNECT TO (E) JOIST (OR BLKG) OVER
WALL WITH A35'S PER THE SHEAR PER
THE SHEAR SCHEDULE (24" O.C. MIN.)
**
(N) SOLE PLATE NAILING PER
THE SHEAR SCHEDULE
(E) STUD WALL PER PLAN
(N) SHEAR PER PLAN
*
*
(N) HEADER PER PLAN
CONNECT HEADER TO KING
STUD PER SCHEDULE ON 1/SD3
(N) TRIMMERS PER SCHEDULE
ON 1/SD3 U.N.O ON PLANS
(E) STUD, SPAN HEADER TO EXISTING
FRAMING. PROVIDE ADDITIONAL KINGS
STUDS WHERE REQUIRED PER PLAN
OR SCHEDULE ON 1/SD3
OPENING
PER ARCH
(E) STUDS, CUT & FRAME AS
CRIPPLES, TOP & BOTTOM
AT WINDOW OPENING, USE (N) MIN
2-2X SILL & CONNECT TO KING STUDS
PER NAILING SCHEDULE ON 1/SD3.
(E) HEADER, KS & TRIMMERS
(N) 2X4 STUDS AT 16" O.C. AT 4"
WALLS. TOE NAIL TO HEADER
ABOVE AND (N) SILL PLATE BELOW
WITH 2-16d T&B
(E) OPENING
TO BE
ABANDONED
(N) SILL PLATE. PROVIDE SILL PLATE
NAILING PER THE SHEAR SCHEDULE.
WHERE NEW SILL IS AT A SHEAR WALL
LOCATION, INSTALL CS14 STRAP OVER
SIDE OF SILL PLATE & EXTEND 2' TO
ADJACENT (E) SILL PLATES EACH SIDE
(E) WALL TOP PLATES
MSTC28 STRAP AT
SPLICE
(N) SHEAR PER PLAN
(N) CONT 3X6 MIN WITH 1 4" Ø SDS STAGG
SCREWS PER THE SHEAR SCHEDULE TO
BLOCKING OR RIM OVER WALL. SEE PLAN
FOR EXTENT. STRAP WITH MSTC28 AT
SPLICES
(N) UPPER LAYER SHEATHING O/ (E) DIAG
1X DECKING. BOUNDARY NAILING TO
BLOCKING / CONT MEMBERS PER 15/SD3
(E) 2X JOIST PER PLAN
(E) WALL OR RAISED FLOOR BEAM
BELOW WHERE OCCURS
(N) 2X6 BLKG TO LAP WITH BOTTOM OF
1X DECKING BELOW SILL TO RECEIVE BN.
CONNECT TO (E) JOIST (OR BLKG) OVER
WALL WITH A35'S PER THE SHEAR PER
THE SHEAR SCHEDULE (24" O.C. MIN.)
**
(N) SOLE PLATE NAILING PER
THE SHEAR SCHEDULE
(E) STUD WALL PER PLAN
(N) SHEAR PER PLAN
*
*
(E) PARALLEL
CEILING JOISTS
(N) CEILING BEAM
PER PLAN
(N) SIMPSON HANGERS. HU AT
2X JOISTS
(E) PERPENDICULAR 2X
CEILING JOISTS(E) CEILING LINE
CONT (E) 112" WIDE RIM
(DEPTH TO MATCH FRAMING)
W/ A35 OR LTP4 PER SHEAR
SCHEDULE
2X JOIST SEE PLAN
STUD WALL W/ SHEAR PANEL
WHERE OCCURS
BN
BN CONT PARALLEL OR
PERP FRAMING AT INT.
CONDITIONS
FLOOR SHEATHING
2X SOLE PLATE W/ NAIL OR
SCREW PER SHEAR SCHEDULE
STUD WALL W/ SHEAR PANEL
WHERE OCCURS
JOIST BAYS AT WIDER SHAFTS 22
(N) SHAFT WITH WIDTH
LARGER THAN (E) JOIST BAY
REQUIRING HEADOUT.
WHERE SHAFT FITS WITHIN
EXISITNG JOIST BAY,
RETROFIT IS NOT REQUIRED
30" MAX
(E) 2X FLOOR JOIST.
HEAD-OUT AT CONFLICT
WITH SHAFT USSING 2-2X
& CONNECT USING 1-A35
CONNECT (N) 2-2X
HEADOUT TO JOISTS/RIM
EACH SIDE WITH 1-35
2X AT EDGE OF SHAFT,
CONNECT TO HEAD-OUTS
WITH 2-16d TOE NAILS
SHAFT WALL ABOVE/BLW
PARTY WALL ABOVE/BLW
WHERE OCCURS
(E) FLOOR JOIST.
SISTER WITH (N) JOIST
(SIZE TO MATCH
EXISTING). LAMINATE
WITH 2-ROWS OF 16D AT
12" O.C.
(N) FLOOR JOIST TO
MATCH (E) JOIST DEPTH.
MAY BE INSTALLED ON
EITHER SIDE
NOTE : BOUNDARY NAIL FOOR
DECKING/SHEATHING ALL AROUND SHAFT
1
X
EXTENTION(E) RAIL
(E) RAIL
RAIL EXTENTION WHERE
REQUIRED. PROVIDE (N)
ATTACHMENT AS
REQUIRED AS SHOWN
BELOW
(E) SUPPORT, SPLICE
RAIL NEAR (E) WALL
SUPPORT OR PROVIDE
(N) ATTACHMENT AS
SHOWN BELOW
11
2"
3"
4X BLOCKING
IN WALL
NAIL STUD TO 4X
BLOCKING
USING 2-16d AT T&B
HANDRAIL BY OTHERS
USE MIN. 1.5 X 1.5 X 1
8"
STANCHION
CONNECT HANDRAIL USING
2-#14 WOOD SCREWS X 3"
WITH MIN 1.5" PENETRATION
INTO 4X BLOCK.
2X STUD WALL 2X STUDS
ELEVATION VIEWSECTION VIEW
11
2"
1
ALL DRAWINGS & WRITTEN MATERIAL HEREIN CONSTITUTES THE
ENGINEER'S ORIGINAL WORK. THE SAME SHALL NOT BE DUPLICATED,
USED, OR SHARED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE
ENGINEER. ESSE'S ALL RIGHTS RESERVED
947 E. FAIRWAY DRIVE,
ORANGE, CA 92866
(714) 400 - 5584
NO.DATE ISSUE
SHEET NO.
GA
R
F
I
E
L
D
R
E
S
T
O
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A
T
I
O
N
/
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M
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82
9
N
.
G
A
R
F
I
E
L
D
S
T
R
E
E
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
07-09-2024
ELIE SAYEGH, PE
0127
DOCUMENTS ORIGINAL ISSUE DATE:
PROJECT ENGINEER:
PROJECT NO.
2N
D
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
2ND PLAN CHECK
SUBMITTAL109-13-2024
SD2
ST
R
U
C
T
U
R
A
L
D
E
T
A
I
L
S
07/01/202409/13/2024
HOLD- 829 N
Garfield St1/15/2025
NOT USED CNOT USED DNOT USED ENOT USED F
NOT USED 21
NOT USED 22
NOT USED 23
NOT USED 24
NOT USED B NOT USED A
AROUND OPENING: WINDOW
TYP SHEAR WALL TYPICAL WALL
WALL OPENING
ANCHOR BOLTS OR SOLE
PLATE NAILING PER SHEAR
SCHEDULE
CONT TRIMMER
KING STUD PER
SCHEDULE CONNECT TO
HEADER PER SCHEDULE
STUDS PER SCHEDULE
U.N.O. ON PLANS
2-2X TOP PLATES
SPLICE PER DETAIL A
HEADER
MEMBERS AT PANEL JOINTS,
WHERE OCCURS SEE
SHEAR SCHEDULE
POST WITH HOLD-DOWN
PER PLAN, U.N.O.
BN TO POST, TOP OF
TOP PLATE, AND MUD
SILL (MIN. 3 8" EDGE
DISTANCE, TYP)
SHEAR PANEL
HOLD-DOWN INSTALLED
FLUSH W/SILL PLATE
U.N.O. IN MANUFACTURES
MANUAL
PTDF SILL PLATE
PER SCHEDULE
CONTINUOUS STUD OR POST
W/ BN EACH SIDE OF OPENING
(SIZE PER SHEAR SCHEDULE
IF PANEL SPLICE OCCURS
ON KING STUD/ POST)
CS14 STRAP (U.N.O.) OVER HEADER
CONT EACH SIDE OF HEADER, TYP.
AT TOP AND BOTTOM.
(INSTALL STRAP OVER SHEAR PANEL
ALT: STRAP AT OPPOSITE SIDE
AND INSTALL BN FROM SHEAR
PANEL TO BLOCKING) INSTALL STRAP
ON EACH FACE OF WALL AT
DOUBLE SIDED SHEAR WALLS.
3X BLOCKING, TYP
IF SHEAR PANEL SPLICES OCCUR WITHIN THIS REGION, IT
SHALL BE LOCATED ON THE FULLHEIGHT KING STUD OR
POST. MEMBER SHALL BE 3X WHERE REQUIRED BY THE
"SWAB" SCHEDULE.
IF SPLICE IS LOCATED AT 2X TRIMMER AND 2X KS THEN
STITCH NAIL TOGETHER PER THE "SWAB" SCHEDULE.
HEADER
2-2X OR
3X PLATE
SHEAR PANEL (TO
EXTEND ABOVE AND
BELOW OPENING)
STRAP
DOUBLE TOP PLATE SPLICE SCHEDULE
1.SPLICE REQ'D AT ALL PLATE BREAKS AND ALSO AT CHANNELS FOR INTERSECTING
WALLS AT ANY EXTERIOR WALL, BEARING WALL, OR SHEAR WALL
MIN LUMBER GRADE AT TOP PLATE
NOTES:
STANDARD
DF#2
NAILSLAP LENGTH LTYPE / CAP.
A / 2.0 K 32"12-16d MSTA36
MSTC4026-16d40"B / 4.7 K
2.USE TYPE A SPLICE, U.N.O.
3.DO NOT SPLIT TOP PLATE WITH NAILING. STRAP PER SCHEDULE MAY BE
USED IN LIEU OF NAILS.
L
STAGGERED 16d SINKERS PER
SCHEDULE AT EACH SIDE OF SPLICE.
4" WALLS 6" WALLS
DF#2
DF#2
2-2X TOP PLATE
STRAP IN LIEU OF
PLATE NAILING.
INSTALL STRAP
OVER TOP PLATE.TOP PLATE BREAK
A TYPICAL TOP PLATE SPLICE
2-2X SILL
OR 3X SILL
TOP PLATE SPLICE
PER DETAIL A
TYPICAL SHEAR WALL AROUND OPENING: DOOR
SHEAR PANEL (TO EXTEND
ABOVE OPENING)
SEE STRAPPING AT WINDOW FOR INFO NOT SHOWN
TYPICAL SHEAR WALL
1.USE TOENAILS AT 4X KING POST.
2.USE END NAILS AT 2X KING STUDS.
OPENING
WIDTH UP TO
MIN. CONNECTION
TO HDRMIN TRIM MIN. KS
6'-0"1-2X 1-2X 4-16d
6-16d2-2X2-2X12'-0"
1-A352-2X2-2X16'-0"
OVER 16'-0"PER PLAN PER PLAN PER PLAN
GENERAL NOTES:
GENERAL NOTES:
6" WALL
2.MAXIMUM LATERALLY UNSUPPORTED HEIGHT: 10'-0" FOR 2X4
WALLS AND 17'-0" FOR 2X6 WALL
1.USE THIS SCHEDULE, UNLESS NOTED OTHERWISE ON PLANS.
4" WALLLEVEL
1ST STORY 2X AT 16" O.C.2X AT 16" O.C.
2ND STORY 2X AT 16" O.C.2X AT 16" O.C.
ANCHOR BOLTS OR SOLE PLATE
NAILING PER SHEAR SCHEDULE
TYP INTERIOR NON-BEARING HEADERS SCHEDULE 3
H
L
MAX. OPENING SPAN (L)
NOTES:
1.HEADERS OR BEAMS INDICATED ON PLANS SHALL SUPERSEDE THIS DETAIL.
2.NON-BEARING HEADERS ARE THOSE WHICH SUPPORT ONLY THE
NON-BEARING ABOVE (DRYWALL FINISH BOTH SIDES).
3.DOUBLE KING STUDS WHEN OPENING EXCEEDS 8'-0".
4.(2) 2 X 4 OR (3) 2 X 4 WITH PLYWOOD FILLER MAY BE USED IN-LIEU OF 4X.
HEADER SIDE
2X FLAT
2-2X FLAT
4 X 4, 4 X 6 FLAT
1,4
H = 1'-4"
6'-0"
7'-6"
8'-0"
FOR LONGER SPANS OR HIGHER WALLS, CONTACT EOR
H = 2'-4"
6'-0"
7'-6"
8'-0"
H = 3'-4"
6'-0"
7'-6"
8'-0"
16d EA. END
2
4
6
H
L
2
X
4
2
X
6
BUIT-UP HEADER WITH
(2)-ROWS 16d AT 8" O.C.4
(NAIL EACH WAY AT 2 X 6 WALL ONLY)
SECTION SECTION
2X CRIPPLES W/ NAILSTOP PLATES
HEADER
16d PER CHART
2X KING-STUD3
2X CRIPPLESTOP PLATES
HEADER
16d PER CHART
2X KING-STUD3
2X FLAT HEADER STANDARD HEADER
SECTION
TYP CEILING JOIST SCHEDULE 4
NOTES:
1. SELECT SPACING TO MATCH RAFTER SPACING
UNLESS NOTED OTHERWISE.
2. NAILS ARE TO BE MIN. 16d "P-GUN".
3. SPANS ARE PER CBC TABLE 2308.7.1(2)
UNINHABITABLE ATTICS WITH LIMITED STORAGE
(DL=10 psf, LL=20 psf).
4. CONTINUOUS LEDGERS SHALL BE APPLIED OVER
SHEAR MATERIAL OR OVER DRYWALL AT SPECIAL
FIRE OF PARTY WALL CONSTRUCTION AS REQ'D.
PER ARCH. DETAILS.
5. IF TOTAL THICKNESS OF MATERIAL BETWEEN
LEDGER AND STUD WALL EXCEEDS 5 8", USE 20d
FACE NAILS AT LEDGER OR SIMP. SDS 14" X 4" WOOD
SCREWS (MAX. MATERIAL BETWEEN LEDGER AND
STUD WALL = 114").
CEILING
JOIST SIZE
2 X 4
16" O.C.
24" O.C.
SPACING
8'-9"
7'-2"
MAX.
SPAN
2
3
FACE
NAILS
2 1, 4
3
4
TOE-
NAILS
1, 4
2 X 6
16" O.C.
24" O.C.
12'-10"
10'-6"
3
4
4
5
2 X 8
16" O.C.
24" O.C.
16'-3"
13'-3"
4
5
5
7
2 X 10
16" O.C.
24" O.C.
19'-10"
16'-3"
5
6
7
8
FOR LONGER SPAN, CONTACT ENGINEER
LAP AT
WALL COND.
TOENAILS AT
LEDGER COND.
LAP AT
RAFT. COND.
HANGER AT
LEDGER COND.
(4)16d FACE NAILS AT CJ LAP
OR CJ TO RAFT (U.N.O.)
STUD WALL
PER PLAN
LAP & SPIKE W/
(4)16d FACE
NAILS
CONT. 2X LEDGER W/
16d FACE NAILS TO
STUDS AND 16d
TOENAILS AT CJ TO
LEDGER
CONT. 2X LEDGER W/
16d FACE NAILS TO
STUDS AND "LUS"
TYPE HANGER TO
LEDGER
SHEAR OR3
SEPERATION WALL
MATERIAL WHERE
REQ'D.
TYP STRUCTURAL WOOD STUD WALL FRAMING 1
MIN 16"
FROM END
OF SHEAR WALL
16" MIN
L = LENGTH OF SHEAR WALL
16
"
M
I
N
6"
MAX
6"
MA
X
32" MIN
8" MAX
16
"
M
I
N
SMALL HOLES IN SHEAR PANEL
1.ACCUMULATED LENGTH OF HOLES IN SHEAR WALL SHALL NOT
EXCEED 10% OF WALL LENGTH
2.SIZE OF OPENING INCLUDES THE MAXIMUM LENGTH OF CUT MADE
(SAW SHALL NOT PASS MAXIMUM ALLOWABLE HOLE SIZE)
SHEAR PANEL
PER PLAN
MSTA36 OVER 2X BLOCKING
2X STUD W/ BN AT
EACH SIDE OF OPENING
TYP WALL VENT OPENING AT SHEAR WALL
VENT OPENING
(BELOW TOP PLATES)
(MAX 10" TALL X12"
WIDE OPENING)
STUDS:
NON-BEARING BEARING AND EXTERIOR
STUDS:
60% D
40% D
25% D
NOTCH / BORE
% OF STUD 4" STUDS 6" STUDS 8" STUDS
7 8"
13 8"
2"314"
218"
13 8"17 8"
3"
412"
D
5 8" MIN
60
%
D
40% D 25% D
60
%
D
5 8" MIN
D
ALLOWABLE NOTCHES AND HOLES
PLATES:
18"18"18"18"
DIA
4"12"
2"12"
DWDIAMETER
MAX WITH STRUCTURAL STRAP
WALL
4"
6"4"
2"
HOLE NOTCH
SHEAR PANEL, WHERE
OCCURS, SHALL BE INSTALLED
OPPOSITE THE NOTCH SIDE
BORED HOLE MAX
DIAMETER = 60% D
CS14 AT EACH PLATE.
EXTEND MIN 18" PAST HOLE
OR NOTCH IN PLATE, TYP
PLATE
INSTALL AB WITHIN
5"-12" FROM EACH SIDE
OF NOTCH AT SILLS
BORED HOLE MAX
DIAMETER = 40% D
1.MAXIMUM 2 HOLES PER 13 SPAN.
2.DO NOT DRILL HOLES IN BEAMS
3.CONTACT EOR FOR HOLES NOT COVERED HERE
33 4"
3"
23 8"
-
MAX HOLE (D/3)MEMBER
-
2 X 8
2 X 10
2 X 12
NOTES:
12" MIN
D/
3
MA
X
2"
M
I
N
2"
M
I
N
D
L/3 L/3 L/3
L = SPAN OF FRAMING MEMBER
NO HOLES IN
THIS AREA
2X JOIST
OR RAFTER
TYP ALLOW. HOLES AT JOISTS 18
TYP SHEARWALL ALLOW. HOLES & VENTS 13
CONX AT TOP & BOT OF NON-BRG WALLS 11TYP DIAPHRAGM REQUIREMENTS 15TYP ALLOW. WALL NOTCHES & HOLES 19
TYP TRIMMER & KING STUD SCHEDULE
TYP STUD SCHEDULE
REFER TO DETAIL 13 FOR ALLOWABLE HOLES
& VENTS IN SHEAR WALL
STRAP MAY EXTEND ONLY 2'-0" ONTO
HEADER/SILL IF HEADER/ SILL IS CONTINUOUS
SYSTEM
FLOOR O/ 1X
DECKING
THICK-
NESS
15 / 32 ''
SPAN
RATING
BOUNDARY &
EDGE NAILING FIELD NAILING
STAGGER EVERY OTHER ROW OF PANELS
DIAPHRAGM BOUNDARY
NAILING (BN) WITH MIN 3 8 ''
EDGE DISTANCE
LONGITUDINAL PANEL EDGE.
RUN PANELS OVER DECKING
OVER FRAMING MEMBERS
TYP UNBLOCKED EDGE.
TYP FIELD NAILING. INSTALL
AS IF OVER INTERMEDIATE
FRAMING MEMBERS
ADJOINING PANEL EDGE
NAILING. PROVIDE 1
8 '' GAP
BETWEEN PANELS
EDGE OF DIAPHRAGM /
RIM
(E) DIAG. 1 X 6 DECKING BLW
SHEATHING. SEE DECKING
NAILING REQUIREMENTS
(E) FRAMING MEMBERS.
PARTIALLY SHOWN IN THIS
PLAN VIEW FOR CLARITY
(N) FLOOR SHTG. INSTALL O/ 1X
DECKING & PROVIDE EDGE /
BOUNRDAY / FIELD NAILING.
INSTALL AS IF O/ 2X FRAMING
SHEATHING OVER DECKING NOTE: NAILING OVER SHEATHING OVER 1X DECKING PER PLAN VIEW #2 IS
IDEALIZED SIMILAR TO SHEATHING INSTALLED DIRECTLY OVER 2X FRAMING MEMBER. HOWEVER, FIELD &
EDGE NAILING IS NOT REQUIRED TO ALIGN OVER FRAMING MEMBERS AS LONG AS NAILING ACHIEVE THE
REQUIRED PENETRATION ONTO THE 1X DECKING PROPERLY NAILED TO THE FRAMING BELOW PER PLAN
VIEW #1. SEE APA TECHNICAL NOTE TT-097 FOR ADDITINOAL INFORMATION.
2 SHEATHING OVER 1X DECKING
1 DIAGONAL 1X DECKING O/ 2X FRAMING
(E) NAILING FROM 1X DECKING TO
FRAMING BELOW. VIF.
(E) DIAG. 1 X 6 DECKING BELOW
SHEATHING FOUND TO BE IN
STRUCTURALLY SOUND CONDITIONS.
CONTRACTOR SHALL REPLACE
INDIVIDUAL 1X DECKING THAT ARE
FOUND DAMAGED OR BROKEN &
SHALL NAIL PER NOTE BELOW
(E) FRAMING MEMBERS
SEE FRAMING
LAP (N) 12" LONG 2X4 WITH (E)
2X JOISTS & NAIL WITH 4-16D
WHERE NAILING CANNOT BE
CONFIRMED (1X DECKING IS LOOSE) &
AT EACH NEWLY REDPLACE 1X, NAIL
USING 2-10d PER DIAGONAL TO EACH
2X FRAMING MEMBER CROSSED.
NAILS SHALL BE 3 8" CLEAR OF ANY
EDGE
NOTES
1.FLOOR SHTG SHALL BE STURD-I-FLOOR T&G GLUED W/ ADHESIVE MEETING APA SPECIFICATION AFG-01 OR
ASTM D3498.
2.ALL SHTG SHALL BE APA RATED EXPOSURE 1 AND MEET THE REQ. OF PS 1-09, PS 2-10 OR APA PRP 108.
SHTG WITH ANY PORTION PERMANENTLY EXPOSED TO WEATHER SHALL BE EXTERIOR RATED.
3.CONSULT W/ ROOFING/FLOORING SPECIALIST FOR ADD'L REQUIREMENTS.
32 / 16 8d @ 6'' O.C.8d AT 12'' O.C.
2X4 FLAT BLOCK BTW
JOISTS AT 4'-0" O.C.
CONNECT USING
2-16d END NAILS
NON BEARING WALL.
2-12d FROM BLKG TO
NON-BEARING WALL TOP
PLATESPARALLEL FLOOR
FRAMING
NON BEARING WALL.
2-16d TOE NAILS FROM
JOIST TO NON-BEARING
WALL TOP PLATESPERP. FLOOR FRAMING
2X4 FLAT BLKG BETWEEN JOISTS
BELOW WALL SILL PLATE
NON BEARING WALL ABOVE
SOLE PLATE NAILING. MIN PER "NO
SHEAR" TYPE OF THE SHEAR SCHEDULE
FLOOR SHEATHING OR
DECKING PER PLAN
A
CONNECTION AT TOP &
BOTTOM OF NON-BRG WALLS
B
CONNECTION AT TOP NON-BRG
WALLS (PARALLEL FRAMING ABV)
NOT USED 17
ALL DRAWINGS & WRITTEN MATERIAL HEREIN CONSTITUTES THE
ENGINEER'S ORIGINAL WORK. THE SAME SHALL NOT BE DUPLICATED,
USED, OR SHARED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE
ENGINEER. ESSE'S ALL RIGHTS RESERVED
947 E. FAIRWAY DRIVE,
ORANGE, CA 92866
(714) 400 - 5584
NO.DATE ISSUE
SHEET NO.
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07-09-2024
ELIE SAYEGH, PE
0127
DOCUMENTS ORIGINAL ISSUE DATE:
PROJECT ENGINEER:
PROJECT NO.
1S
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07/09/2024
HOLD- 829 N
Garfield St1/15/2025
GENERAL NOTES
1.CONTRACTOR'S RESPONSIBILITY TO VERIFY GRADES, DIMENSIONS, ELEVATIONS,
AND CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. NOTIFY ENGINEER AND
ARCHITECT OF DISCREPANCIES.
2.USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER RELATED
DRAWINGS. COORDINATE ALL WORK, INCLUDING SUB TRADES.
3.NOTIFY STRUCTURAL ENGINEER OF CONFLICTS FOUND BETWEEN
SPECIFICATIONS, NOTES, PLANS, AND DETAILS.
4.DO NOT SCALE DIMENSIONS FROM DRAWINGS.
5.WORKMANSHIP AND MATERIALS TO CONFORM TO CALIFORNIA BUILDING CODE
AND LOCAL ORDINANCES.
6.CONTRACTOR TO PROVIDE MEASURES FOR STRUCTURAL PROTECTION, BRACING,
AND SHORING DURING CONSTRUCTION.
7.WALLS, DOOR OPENINGS, AND WINDOW OPENINGS DETERMINED FROM
ARCHITECTURAL DRAWINGS. COORDINATE OTHER OPENINGS FOR MEP
REQUIREMENTS.
8.COORDINATE OPENINGS, SLEEVES, SLAB ELEVATIONS, ETC. BEFORE
CONSTRUCTION. STRUCTURAL MEMBERS NOT TO BE CUT OR NOTCHED UNLESS
DETAILED ON PLANS.
9.MATERIALS TO BE FURNISHED AS SHOWN, UNLESS APPROVED IN WRITING BY
ARCHITECT, OWNER, AND STRUCTURAL ENGINEER.
10."APPROVED" OR "APPROVAL" ARE DEFINED AS GENERAL ACCEPTANCE.
CONTRACTOR REMAINS LIABLE FOR REQUIRED MATERIALS AND LABOR
COORDINATION.
11.DETAILS AND SECTIONS APPLY TO LIKE CONDITIONS, TYPICAL DETAILS TO BE
USED UNLESS INDICATED OTHERWISE.
12.CONNECTIONS OF ITEMS SUPPORTED BY PRIMARY STRUCTURE TO BE
COORDINATED BY RESPECTIVE DISCIPLINES.
13.CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING
UTILITIES.
14.VIBRATION EFFECTS OF EQUIPMENT NOT CONSIDERED BY STRUCTURAL
ENGINEER.
15.FLOOR SYSTEMS NOT DESIGNED FOR WATER BEDS, NOTIFY ENGINEER OF
RECORD IF ANTICIPATED.
16.CHANGES TO DRAWINGS AND SPECIFICATIONS REQUIRE CONSENT OF THE EOR.
FOUNDATIONS & SOILS
1.THE FOUNDATION DESIGN RELIES ON A GEOTECHNICAL REPORT OR MINIMUM
PRESUMPTIVE SOIL VALUES IN ACCORDANCE TO THE BUILDING CODE. WHEN A
SOILS REPORT HAS BEEN COMPLETED, IT SHALL BE MADE PART OF THE
CONTRACT DOCUMENTS. ADDITIONALLY, THE CONTRACTOR SHALL COMPLY WITH
ALL THE REPORT REQUIREMENTS AND SHALL KEEP A COPY AVAILABLE ON THE
CONSTRUCTION SITE AT ANYTIME DURING THE LENGTH OF THE CONSTRUCTION.
2.WHERE A GEOTECHNICAL ENGINEER IS ENGAGED & A SOILS REPORT IS PROVIDED
FOR THE PROJECT IN LIEW OF RELYING ON PRESUMPTIVE SOILS VALUES FOR THE
FOUNDATION, THE FOLLOW SHALL APPLY:
2.1.THE GEOTECHNICAL ENGINEER SHALL NOTIFY THE EOR OF ANY REVISIONS,
CHANGES, OR ALTERATIONS TO THE APPROVED SOILS REPORT.
2.2.THE GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE
FOUNDATION TRENCHES PRIOR TO PLACEMENT OF REINFORCEMENT,
SCHEDULING A CITY OR COUNTY FOUNDATION INSPECTION, OR POURING
CONCRETE.
2.3.EXCAVATIONS, FILLING OR BACK FILLING, BUILDING PADS SHALL BE
INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING (RETAINING WALLS,
BUILDING FLOORS, WALLS, EXCAVATIONS, CONCRETE FORMS, ETC.).
4.FOOTINGS AND SLAB ON GRADES SHALL BEAR OVER APPROVED COMPACTED FILL
OR UNDISTURBED NATURAL GRADE.
5.ALL COMPACTED FILL SHALL BE PLACED AS REQUIRED BY THE GEOTECHNICAL
ENGINEER USING APPROVED METHODS AND HAVING ACHIEVED A MINIMUM
DENSITY OF 90% IN ACCORDANCE WITH ASTM D-1557. THE CONTRACTOR SHALL
SUPPLY THE BUILDING INSPECTOR ALL REQUIRED COMPACTION REPORTS WITH
WRITTEN APPROVAL FROM THE GEOTECHNICAL ENGINEER.
6.CORROSIVENESS OF THE SITE SOILS SHALL BE INVESTIGATED BY THE
GEOTECHNICAL ENGINEER. WHERE CORROSIVENESS IS ENCOUNTERED, THE
GEOTECHNICAL ENGINEER OR CORROSION ENGINEER SHALL PROVIDE
MITIGATION MEASURES FOR CORROSIVE SOILS.
7.RETAINING WALLS HAVE BEEN DESIGNED FOR DRAINED OR FREE DRAINING
CONDITIONS. BACK FILL AGAINST RETAINING WALLS SHALL BE MAINTAINED EVEN
ON EACH SIDE OF THE WALL UNTIL THE LOWER OF THE FINISH GRADES IS
ATTAINED.
8.DESIGN OF RETAINING WALL DRAINS, DRAINAGE SYSTEM, AND MAINTENANCE
PROGRAM IS BY OTHERS. UNLESS NOTED OTHERWISE, RETAINING WALLS SHALL
NOT BE SURCHARGED BY ADJACENT FOOTINGS OR CONSTRUCTION EQUIPMENTS
9.
CONCRETE
1.PERFORM CONCRETE WORK IN COMPLIANCE WITH ACI 301.
2.PROVIDE NORMAL WEIGHT AGGREGATES OF NATURAL SAND AND ROCK COMPLYING
WITH ASTM C33.
3.PROVIDE PORTLAND CEMENT CONFORMING TO ASTM C150 TYPE II/V.
4.THE MAXIMUM WATER-CEMENT RATIO FOR ALL FOUNDATION IS AND SLABS ON GRADE
SHALL NOT EXCEED 0.45.
5.PROVIDE NORMAL WEIGHT CONCRETE (145 PCF) (U.N.O.) WITH PROVEN SHRINKAGE.
6.DESIGN IS BASED UPON CARBONATE AGGREGATE. CONTRACTOR TO NOTIFY
STRUCTURAL ENGINEER OR CLEARLY NOTE ON THE MIX DESIGN IF OTHER AGGREGATE
IS USED.
7.CHARACTERISTICS OF LESS THAN 0.055 PERCENT, ATTAINING MINIMUM COMPRESSIVE
STRENGTHS AT 28 DAYS (f'c) AS FOLLOWS, UNO:
7.1.RETAINING WALL FOOTINGS 2500 PSI
7.2.CONV. SOG & STEM WALL FOUNDATION (1 & 2-STORY)2500 PSI
7.3.CONV. SLAB ON GRADE FOUNDATION (3+ STORY)3000 PSI
7.4.MAT FOUNDATION 4000 PSI
7.5.COLUMNS 5000 PSI
7.6.SHEAR WALLS 5000 PSI
7.7.ELEVATED SLABS & BEAMS 5000 PSI
7.8.METAL DECK FILL 5000 PSI
8.THE NOMINAL MAXIMUM SIZE OF COURSE AGGREGATE SHALL NOT BE LARGER THAN:
8.1.1/5 THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS;
8.2.1/3 THE DEPTH OF SLABS;
8.3.3/4 THE MINIMUM CLEAR SPACING BETWEEN INDIVIDUAL REINFORCING BARS OR
WIRES, BUNDLES OF BARS, INDIVIDUAL TENDONS, BUNDLED TENDONS, OR DUCTS;
8.4.THE CONCRETE COVER
9.SUBMIT CONCRETE DESIGN MIX DESIGN FOR EACH TYPE AND COMPRESSIVE
STRENGTH OF CONCRETE REQUIRED, SIGNED AND SEALED BY A REGISTERED CIVIL
ENGINEER. (STRUCTURAL ENGINEER). BASE DESIGN MIX ON FIELD EXPERIENCE OR
TRIAL MIXTURES AS STIPULATED IN THE CBC.
10.SUBMIT SHOP DRAWING TO THE EOR INDICATING LOCATIONS OF CONCRETE
CONSTRUCTION JOINTS (IF NOT ALREADY INDICATED ON THE STRUCTURAL PLANS)
PRIOR TO PLACING CONCRETE. LOCATE JOINTS AT LOCATIONS TO MINIMIZE EFFECTS
OF SHRINKAGE & NEAR POINTS OF LOW STRESSES.
11.SLUMP SHALL BE 4 INCHES.
12.DO NOT USE CONCRETE CONTAINING CHLORIDES.
13.DO NOT EMBED CONDUITS, PIPES, OR SLEEVES IN STRUCTURAL CONCRETE EXCEPT
WHERE SPECIFICALLY DETAILED OR ACCEPTED BY THE EOR. ELECTRICAL CONDUIT
DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE EOR.
14.FORM EXPOSED CORNERS OF COLUMNS, BEAMS AND WALLS WITH 3/4 INCH CHAMFERS
UNLESS NOTED OTHERWISE.
15.PROVIDE KEYS IN CONSTRUCTION JOINTS UNLESS NOTED OTHERWISE.
16.THOROUGHLY CLEAN, REMOVE DIRT & DERBIES, WET, AND REMOVE STANDING WATER
IN CONSTRUCTION JOINTS BEFORE PLACING NEW CONCRETE. AT VERTICAL JOINTS,
SLUSH WITH A COAT OF NEAT CEMENT BEFORE PLACING NEW CONCRETE.
17.MAINTAIN CONCRETE ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST CONDITION FOR
A MINIMUM OF 7 DAYS AFTER PLACEMENT.STRUCTURAL STEEL
1.ALL MATERIAL, DETAILING, FABRICATION, WORKMANSHIP, AND ERECTION
SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION & CODE OF
STANDARD PRACTICE.
2.STRUCTURAL STEEL DELIVERED TO THE JOB SITE SHALL BE FREE OF
EXCESSIVE RUST, MILL SCALE, GREASE, ETC.
3.STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING
MATERIAL SPECIFICATIONS:
WIDE FLANGE MEMBERS A-992
STRUCTURAL TUBES A-500, GRADE B
STRUCTURAL PIPES A-53, TYPE E OR S, GRADE B
ALL OTHER SHAPES A-36
4.STRUCTURAL STEEL SHAPES & RODS SHALL CONFORM TO THE FOLLOWING
MATERIAL SPECIFICATIONS:
HOLD-DOWN RODS A-36 OR F-1554, GRADE 36
HIGH STRENGTH HD RODS A-193 B7 OR F-1554, GRADE 105
STANDARD STRENGTH BOLTS A-325
HIGH STRENGTH BOLTS A-490
MF BASE PLATES A-572 (fy=50 ksi)
5.STRUCTURAL STEEL DELIVERED TO THE JOB SITE SHALL NOT BE BENT OR
DAMAGED AND SHALL BE FREE OF EXCESSIVE RUST, MILL SCALE, GREASE,
ETC.
6.ALL STEEL FABRICATION SHALL BE PERFORMED IN A SHOP APPROVED BY THE
LOCAL JURISDICTION. SHOPDRAWINGS SHALL CONTAIN ALL INFORMATION
NECESSARY FOR ALL STRUCTURAL STEEL ERECTION INDEPENDENTLY OF &
WITHOUT RELIANCE ON THE STRUCTURAL PLANS & DETAIL.
7.USE NELSON STUDS FOR ALL STUD ANCHORS SHALL BE NELSON. INSTALL IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. USE ½" Ø
STUDS AT 32" O.C. MAX WHERE REQUIRED FOR ARCHITECTURAL FINISHES /
NON-STRUCTURAL ELEMENTS ATTACHMENT.
8.INSTALLATION AND INSPECTION OF HIGH STRENGTH BOLTS SHALL CONFORM
TO THE REQUIREMENT OF THE AISC SPECIFICATIONS FOR STRUCTURAL
JOINTS. ASSEMBLE ALL ELEMENTS WITH HARDENED WASHERS UNDER THE
NUT OR BOLT HEAD.
9.WHERE HIGH STRENGTH BOLTS ARE USED, CONNECTIONS, HOLES, &
ELEMENTS SHALL BE FREE OF DIRT, SAND, BURRS, PITS, PAINT, OIL, LACQUER,
GALVANIZING, AND OTHER MATERIALS WHICH PREVENT ADEQUATE SEATING &
TIGHTENING.
10.ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL CONFORM TO
THE AISC CODE OF STANDARD PRACTICE. REFER TO THE ARCHITECTURAL
DRAWINGS FOR LOCATIONS AND ADDITIONAL APPEARANCE AND TOLERANCE
REQUIREMENTS.
11.GRIND SMOOTH ALL EXPOSED WELDS AS APPROVED BY THE ARCHITECT &
REMOVE ALL TEMPORARY ERECTION CLIPS
12.ALL STEEL SHALL RECEIVE ONE COAT OF RUST INHIBITIVE PRIMER UNLESS
FIREPROOFED & INDICATED OTHERWISE ON THE ARCHITECTURAL DRAWINGS
OR SPECIFICATIONS.
13.ALL STEEL EXPOSED TO THE WEATHER SHALL BE HOT-DIPPED GALVANIZED
AFTER FABRICATION UNLESS ALTERNATE METHODS OF WEATHER PROOFING
ARE PROVIDED BY THE ARCHITECT.
14.PENETRATIONS ARE NOT ALLOWED IN STEEL MEMBERS UNLESS NOTED
OTHERWISE ON THE PLANS & APPROVED BY THE EOR. SHORE STEEL
MEMBERS WHEN PERMISSIBLE HOLES ARE CUT WITH A TORCH AFTER STEEL IS
ERECTED. SHORING SHALL REMAIN UNTIL STEEL TEMPERATURE HAS
RETURNED TO AIR TEMPERATURE.
15.ALL EXPOSED ENDS OF STEEL MEMBERS SHALL BE CAPPED WITH A ¼" END
PLATE UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL DRAWINGS.
16.ALL GROUT UNDER BASE PLATES SHALL BE HIGH STRENGTH (5,000 PSI MIN)
SOLID DRY PACK OR NON-SHRINK GROUT PLACED AS DIRECTED BY THE
MANUFACTURER.
GLUE LAMINATED BEAMS - GLB
1.SHALL BE 24F-V4 FOR SIMPLE SPANS AND 24F V8 FOR BEAMS WITH CANTILEVERS
WITH THE FOLLOWING MINIMUM PROPERTIES:
Fb 2400 PSI
Fv 165 PSI
FC,perp 650 PSI
E 1,800 KSI
2.SHALL HAVE EXTERIOR GLUE AND WEATHER TREATMENT PRIOR TO INSTALLATION
3.SHALL BE FABRICATED BY AN APPROVED MANUF.
4.AN A.I.T.C. CERTIFICATE OF COMPLIANCE SHALL BE GIVEN TO THE BUILDING
INSPECTOR PRIOR TO INSTALLATION
5.SHALL HAVE FACTORY STANDARD CAMBER, EXCEPT WHERE NOTED OTHERWISE
ON THE PLANS
CONCRETE MASONRY
1.ALL MASONRY WORK SHALL BE CONTINUOUSLY INSPECTED.
2.MORTAR SHALL BE TYPE M OR S CONFORMING TO ASTM C270.
3.GROUT SHALL CONFORM TO ASTM C476 OR ASTM C1019.
4.CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C90.
5.MIN. STRENGTH OF MASONRY UNITS, MORTAR AND GROUT AT 28 DAYS SHALL BE:
5.1.f'm 1,500 PSI
5.2.MASONRY UNIT 1,900 PSI
5.3.MORTAR (TYPE M OR S)2,500 PSI
5.4.GROUT 2,000 PSI
6.COMPLIANCE WITH THE REQUIREMENTS FOR MINIMUM STRENGTH OF MASONRY UNITS
SHALL BE IN ACCORDANCE WITH ASTM C90 UNIT STRENGTH METHOD USING FULL
STRESSES IN DESIGN AND COMPRESSIVE STRENGTH. ALTERNATIVELY, A PRISM TEST
METHOD OR PRISM TEST RECORD METHOD MAY BE USED PER ASTM C1314 AND
APPROVED BY THE EOR
7.WHERE f'm > 1500 PSI, MASONRY PRISM TESTING IS REQUIRED PER ASTM C1314.
8.PLASTIC CEMENT AND MASONRY CEMENT SHALL NOT BE USED IN ANY CMU WALL
ASSEMBLY MIX DESIGNS.
9.MORTAR SHALL BE TESTED IN ACCORDANCE WITH ASTM C270.
10.GROUT SHALL BE TESTED IN ACCORDANCE WITH ASTM C476.
11.GROUT MIX DESIGN SHALL BE PERFORMED BY A RECOGNIZED TESTING LAB AND
REVIEWED BY THE EOR PRIOR TO START CONSTRUCTION.
12.GROUT SHALL CONSIST OF MIXTURE OF CEMENTICIOUS MATERIALS AND AGGREGATE
TO WHICH POTABLE WATER IS ADDED SUCH THAT THE MIXTURE WILL FLOW WITHOUT
SEGREGATION OF THE CONSTITUENTS.
13.GROUT ALL CELLS WITH REINFORCEMENT AND BELOW GRADE, TYPICAL UNO.
14.VERTICAL CELLS TO BE REINFORCED AND OR GROUTED SHALL HAVE VERTICAL
ALIGNMENT AND SHALL BE CLEAR OF OVERHANGING MORTAR, DEBRIS OR OTHER
OBSTRUCTIONS.
15.ALL HORIZONTAL REINFORCING BARS SHALL BE PLACED IN BOND BEAM UNITS.
16.PROVIDE 1/2" MINIMUM CLEAR SPACE BETWEEN REINFORCING BARS AND THE
MASONRY UNIT WALLS.
17.COLD JOINTS IN CMU WALLS NOT PERMITTED EXCEPT WHERE SPECIFIED.
18.HEIGHT OF GROUT POURS SHALL NOT EXCEED THAT SHOWN IN THE TMS
SPECIFICATION.
19.A HORIZONTAL CONSTRUCTION JOINT SHALL BE FORMED BETWEEN GROUT POURS BY
STOPPING GROUT A MINIMUM OF 1.5" BELOW A MORTAR JOINT, WHERE BOND BEAMS
OCCUR. GROUT POUR SHALL BE STOPPED A MINIMUM OF 1/2" BELOW THE TOP OF
MASONRY WEBS.
20.DURING PLACING, GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATIONS
BEFORE LOSS OF PLASTICITY SUCH AS TO FILL THE GROUT SPACE AND SHALL BE
RE-CONSOLIDATED BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND
SETTLEMENT HAS OCCURRED.
21.REFER TO ARCHITECTURAL DRAWINGS FOR MASONRY UNITS, JOINT TYPE, AND LAYING
PATTERN.
22.CONSTRUCTION SHALL COMPLY WITH SECTION 2104 OF 2022 CBC.
(A) REINFORCEMENT SHALL BE SECURED USING WIRE GUIDES (POSITIONING DEVICE)
TO PREVENT DISPLACEMENT DUE TO CONSTRUCTION LOADS OR BY GROUT/MORTAR
PLACEMENT.
(B) CLEANOUTS SHALL BE PROVIDED FOR ALL GROUT POURS OVER 5'-4".
(C) GROUT LIFTS SHALL NOT EXCEED 5'-4".
23.QUALITY ASSURANCE MEASURES, SHALL COMPLY WITH TMS /ACI /ASCE.
(A) FIVE MASONRY PRISM TESTS SHALL BE BUILT AND TESTED PRIOR TO
CONSTRUCTION.
(B) 3 MASONRY PRISM TESTS (PER 5000 SQ FT OF FLOOR AREA,3 MIN) SHALL BE BUILT
& TESTED DURING CONST. WHEN FULL STRESSES ARE USED IN DESIGN.
REINFORCING STEEL
1.REINFORCING STEEL FOR #4 BARS AND LARGER SHALL CONFORM TO ASTM A615
OR ASTM A706 (GRADE 60).
2.REINFORCEMENT IN SHEAR WALLS AND MOMENT FRAMES SHALL COMPLY WITH
ASTM A706. ASTM A615 (GRADE 60) SHALL BE PERMITTED IN THESE MEMBERS
ONLY IF:
2.1.MINIMUM ELONGATIONS IN 8 INCHES IS AT LEAST 14% FOR BAR SIZES #3
THROUGH #6, AT LEAST 12% FOR BAR SIZES #7 THROUGH #11, AND AT LEAST
10 % FOR BAR SIZES #14 OR LARGER.
2.2.ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED 78,000
PSI WITH RETESTS NOT EXCEEDING 81,000 PSI.
3.WELDED WIRE MESH / FABRIC SHALL CONFORM TO ASTM A1064 (GRADE 65) AND
BE LAPPED 1.5 SPACES (12" MINIMUM) FOR PLAIN WIRE AND ASTM A1064 (GRADE
75) FOR DEFORMED BAR.
4.REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706 (GRADE 60).
5.CHAIRS OR SPACERS FOR REINFORCING SHALL BE PLASTIC OR PLASTIC COATED
WHEN RESTING ON EXPOSED SURFACES.
WOOD FRAMING
1.ALL STRUCTURAL FRAMING LUMBER SHALL CONFORM TO GRADES AS SET BY THE
W.C.L.I.B & THE CALIFORNIA BUILDING CODE & SHALL HAVE GRADE STAMP MARKED
BY AN APPROVED TESTING AGENCY.
2.ALL LUMBER SHALL HAVE 19% MAXIMUM MOISTURE CONTENT PRIOR ENCLOSING
THE FRAMING SYSTEMS (ROOFS, FLOORS, WALLS, ETC.).
3.All STRUCTURAL SAWN LUMBER SHALL BE DOUGLAS FIR-LARCH OF THE FOLLOWING
GRADES, UNLESS NOTED OTHERWISE:
2X SILL PLATES PRESSURE TREATED DOUG FIR (P.T.D.F.)
3X SILL PLATES PRESSURE TREATED DOUG FIR (P.T.D.F.)
2X4 STUDS DF NO. 2
3X STUDS DF NO. 2
2X6 TO 2X14 DF NO. 2
4X12 AND SMALLER DF NO. 2
4X14 & LARGER DF NO. 1
6X & 8X DF NO. 1
4.ALL STRUCTURAL SHEATHING, PLYWOOD OR OSB, SHALL BE IDENTIFIED WITH THE
GRADE TRADEMARK OF APA AND SHALL MEET THE PRODUCT STANDARD PS 1-09,
PS2-10, OR APA PRP 108.
5.ALL STRUCTURAL SHEATHING FULLY OR PARTIALLY EXPOSED TO WEATHER
PERMANENTLY SHALL BE EXTERIOR TYPE.
6.SHEATHING SPAN RATING SHALL EQUAL OR EXCEED THE SPACING OF THE
SUPPORTING FRAMING MEMBERS.
7.DO NOT UTILIZE PANELS WITH EITHER DIMENSION LESS THAN 24" FOR STRUCTURAL.
8.TYPICAL FLOOR/DECK SHEATHING (SEE 15/SD4 FOR ADDITIONAL REQUIREMENTS):
23 32" APA RATED STURD-I-FLOOR T&G EXP I WITH MINIMUM SPAN RATING OF 24" O.C.
REFER TO NER 108 FOR INSTALLATION AND CONDITIONS OF USE. USE 10d COMMON
NAILS OR 10d RING SHANK/SCREW SHANK AND GLUE SHEATHING TO FRAMING USING
ADHESIVES MEETING APA SPECIFICATION AFG-01 OR ASTM D3498. APPLY GLUE IN
ACCORDANCE WITH MANUFACTURERS'S SPECIFICATIONS. #8 X 2" LONG WOOD
SCREWS (2.5" AT 118" SHEATHING) IN ACCORDANCE WITH ER-5053 BY QUICK DRIVE
USE, INC. MAY BE SUBSTITUTED FOR THE 10d COMMON NAILS.
BOUNDARY NAIL (BN) 10d COMMON NAILS AT 6" O.C.
EDGE NAILING (EN)10d COMMON NAILS AT 6" O.C.
FIELD NAILING (FN) 10d COMMON NAILS AT 12" O.C.
9.TYPICAL ROOF SHEATHING (SEE 15/SD4 FOR ADDITIONAL REQUIREMENTS):
15 32" APA RATED SHEATHING EXP I WITH MINIMUM PANEL INDEX OF 32/16. REFER TO
NER 108 FOR INSTALLATION AND CONDITIONS OF USE. USE 8d COMMON NAILS U.N.O.
USE 10d AT BLOCKED ROOF DIAPHRAGMS. ALL EDGES TO BE BLOCKED ROOFS
WHERE SLOPE < 1:12.
BOUNDARY NAIL (BN) 8d COMMON NAILS AT 6" O.C.
EDGE NAILING (EN)8d COMMON NAILS AT 6" O.C.
FIELD NAILING (FN) 8d COMMON NAILS AT 12" O.C.
10.PROVIDE 18" GAP BETWEEN PANEL EDGES.
11.ALL MACHINE BOLTS SHALL CONFORM TO ASTM A307. HOLES FOR BOLTS SHOULD BE
DRILLED 116" LARGER THAN BOLT DIAMETER.
12.FOR NON-SHEAR WALL APPLICATION, ROUND WASHERS SHALL BE USED ON ALL
BOLTS AND SHOULD CONFORM WITH ANSI/ASME B 18.22.1 USE MIN 1 3 8"Ø X 7 64" THICK
WASHER FOR 12"Ø BOLT, 1 3 4"Ø X 9 64" THICK WASHER FOR 5 8"Ø BOLT
AND 2 12"Ø X 1164" THICK WASHER 1"Ø BOLT, U.N.O.
13.ALL NAILS SHALL BE SINKERS AND STAGGERED U.N.O., EXCEPT AS SHOWN ON
NAILING SCHEDULE.
14.ADHESIVE USED TO ATTACH FLOOR SHEATHING TO FRAMING ELEMENTS SHALL
CONFORM WITH APA SPECIFICATION AFG-01.
15.MANUFACTURED HARDWARE SPECIFIED ON THE DRAWINGS ARE TO BE SIMPSON
STRONG TIE (UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY EOR). FOLLOW ALL
MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS FOR INSTALLATION
AND HANDLING OF THE PRODUCT.
16.ALL FRAMING, BRACING, NAILING, NOTCHING, DRILLING OR BORING SHALL BE IN
ACCORDANCE WITH BUILDING CODES UNLESS MORE STRINGENT REQUIREMENTS
ARE SPECIFIED OR REQUIRED BY THE LOCAL JURISDICTION.
17.FABRICATION AND HANDLING OF GLU-LAM BEAMS SHALL BE PER ANSI/AITC A 190.1.
STANDARD BEAMS TO BEAR LEGIBLE APA-ENS OR AITC GRADE STAMP. AN APA- EWS
CRAN AITC CERTIFICATE OF CONFORMANCE FOR GLUE-LAMINATED MEMBERS
SHOULD BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO INSTALLATION AND
GLU-LAM MEMBERS SHALL BE 25F-V4, DF/DF WITH THE STANDARD CAMBER ON ROOF
BEAMS EXCEPT CANTILEVER END, U.N.O. ALL CANTILEVER ENDS AND FLOOR BEAMS
SHALL HAVE NO CAMBER U.N.O. ALL BEAMS SHALL BE FABRICATED WITH
WATERPROOF GLUE.
18.FASTENERS IN CONTACT WITH PRESERVATIVE TREATED LUMBER AND FIRE
RETARDANT TREATED WOOD SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED
STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. EXCEPTION: PLAIN CARBON
STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN
AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED.
19.STUD WALLS PERPENDICULAR TO A CONCRETE OR MASONRY WALL SHALL BE
BOLTED TO THE CONCRETE OR MASONRY WALL WITH 5 8"Ø X 8" A307 BOLTS AT
TOP, MID-HEIGHT AND BOTTOM.
20.STRUCTURAL INFORMATION SHOWN ON FRAMING PLANS IS FOR THE MAIN
STRUCTURAL ELEMENTS. NON-STRUCTURAL ELEMENTS SHALL BE CONSTRUCTED
PER APPROVED CODE REQUIREMENTS.
21.CONVENTIONAL LIGHT FRAMED CONSTRUCTION REQUIREMENTS OF CHAPTER 23
SHOULD BE FOLLOWED AS REQUIRED.
22.TOP PLATES OF ALL WOOD STUD WALLS TO CONSIST OF (2) 2X'S THE SAME WIDTH AS
THE STUDS, UNO. TOP PLATES SHALL LAP A MINIMUM OF 48" AND BE SPLICED WITH
NOT LESS THAN 6-16d NAILS SPACED NOT MORE THAN 12" O.C.
23.ALL SHEAR PANELS SHALL HAVE CONTINUOUS SHEATHING MATERIAL FROM ONE END
TO THE OTHER AND FROM PLATE TO PLATE AS SPECIFIED ON THE DRAWINGS.
CONTRACTOR SHALL COORDINATE FRAMING SUCH THAT CONTINUITY OF SHEAR
PANELS IS ASSURED.
24.ALL SHEAR TRANSFER NAILING SHALL BE PER PLAN, AND CONTRACTOR SHALL
PROVIDE PROPER NOTIFICATION FOR INSPECTIONS TO REVIEW THE SAME.
25.PROVIDE POST/MULTIPLE STUDS AT LOWER FLOOR UNDER POST/MULTIPLE STUDS
ABOVE. EACH POST/STUD SHALL BE FASTENED BY GYPSUM WALL BOARD WITH 5d
COOLER NAILS AT 6" O.C., U.N.O. ON PLAN. PROVIDE FULL WIDTH AND DEPTH
COMPRESSION BLOCK BETWEEN FLOORS AT SUCH LOCATIONS.
26.IF DOUBLE SILL PLATE IS USED AS LIGHT-WEIGHT CONCRETE FLOORING, THEN THE
FRAMING CONTRACTOR SHALL APPLY SILL PLATE NAILING TO BOTH SILL PLATES, AT
16" O.C. MAX. OR AS SPECIFIED PER SCHEDULE.
HANGERS
1.HANGERS SHALL BE AS SPECIFIED BELOW, UNO ON THE FRAMING PLANS.
1.1.FOR I-JOIST TO BEAM/LEDGER/RIM CONNX: USE ITS HANGERS OR EQUIVALENT.
BEND TABS DOWN TO TOP OF BOTTOM CHORD WHERE APPLICABLE.
1.2.FOR 2X JOIST TO BEAM/LEDGER/RIM CONNX: USE LUS FULL DEPTH HANGERS.
1.3.FOR BEAM TO BEAM CONNX: USE HU MAX FULL DEPTH HANGERS.
1.4.FOR 2X JOIST OR ROOF TRUSSES AT 24" O.C. (OR LESS) TO BEAM/LEDGER/RIM
CONNECTIONS USE HANGERS PER TABLE BELOW:
SPAN HANGER
LESS THAN 15'LUS 26
LESS THAN 20'LUS 28
LESS THAN 30'HUS 26
TABLE ABOVE DO NOT USE ON GIRDER TRUSS. REFER TO TRUSS MANUF.
PLACEMENT PLAN.
2.AT ALL HANGERS, FILL ALL NAIL HOLES, INCLUDING TRIANGULAR HOLES.
3.USE SKEWED HANGERS WHERE JOISTS OR BEAM ARE NOT PERPENDICULAR TO
SUPPORTING MEMBER.
ENGINEERED LUMBER
LSL - LAMINATED STRAND LUMBER
1.11
2" LSL RIM BOARD SHALL HAVE THE FOLLOWING MIN. PROPERTIES:
Fb 1,700 PSI
Fv 425 PSI
FC,perp 710 PSI
E 1,300 KSI
2.13
4 " LSL MEMBERS SHALL HAVE THE FOLLOWING MIN. PROPERTIES:
Fb 2,325 PSI
Fv 310 PSI
FC,perp 900 PSI
E 1,550 KSI
3.SHALL BE FABRICATED BY AN APPROVED MANUF.: TRUSJOIST (ICC ESR 1387).
4.SHALL BE, WHEN COMPRISED OF MULTIPLE MEMBERS, CONNECTED WITH 16d
NAILS OR STRUCTURAL SCREWS IN ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATIONS OR STRUCTURAL DETAILS.
LVL - LAMINATED VENEER LUMBER
5.SHALL BE 13
4" MIN. WIDTH WITH THE FOLLOWING MIN. PROPERTIES:
Fb 2600 PSI
Fv 285 PSI
FCperp 750 PSI
E 1,900 KS
6.SHALL BE FABRICATED BY AN APPROVED MANUF.: TRUSJOIST (ICC ESR 1387),
BOISE CASCADE (ICC ESR 1040), OR LOUISIANA PACIFIC (ICC ESR 1254)
7.SHALL BE, WHEN COMPRISED OF MULTIPLE MEMBERS, CONNECTED WITH 16d
NAILS OR STRUCTURAL SCREWS IN ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATIONS OR STRUCTURAL DETAILS.
PSL - PARALLEL STRAND LUMBER
8.SHALL BE 31
2" MIN. WIDTH WITH THE FOLLOWING MIN. PROPERTIES:
Fb 2900 PSI
Fv 290 PSI
Fcperp 750 PSI
E 2,200 KSI
9.SHALL BE FABRICATED BY AN APPROVED MANUF.: TRUSJOIST (ICC ESR 1387)
NAILING SCHEDULE 2022 CBC TABLE 2304.10.1
DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER
ROOF
3-8d common (21/2″ × 0.131″);
or 3-10d box (3″ × 0.128″);
or 3-3″ × 0.131″ nails;
or 3-3″14 gage staples, 7/16″ crown
2-8d common (21/2″ × 0.131″)
Each end, toenail
2-3″ × 0.131″ nails 2-3″ 14 gage staples
2-16 d common (31/2″ × 0.162″)
End nail
3-3″ × 0.131″ nails 3-3″ 14 gage staples
16d common (31/2″ × 0.162″) @ 6″ o.c.
3″ × 0.131″ nails @ 6″ o.c. 3″ × 14 gage staples @ 6″ o.c
3-8d common (21/2″ × 0.131″); or
3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; or
3-3″ 14 gage staples, 7/16″ crown
3-16d common (31/2″ × 0.162″); or
4-10d box (3″ × 0.128″); or 4-3″ × 0.131″ nails; or
4-3″ 14 gage staples, 7/16″ crown
Per Table 2308.7.3.1
3-10d common (3″ × 0.148″); or
4-10d box (3″ × 0.128″); or 4-3″ × 0.131″ nails; or
4-3″ 14 gage staples, 7/16″ crown
3-10 common (3″ × 0.148″);
or 3-16d box (31/2″ × 0.135″);
or 4-10d box (3″ × 0.128″);
or 4-3″ × 0.131 nails;
or 4-3″ 14 gage staples, 7/16″ crown
2-16d common (31/2″ × 0.162″);
or 3-10d box (3″ × 0.128″);
or 3-3″ × 0.131″ nails;
or 3-3″ 14 gage staples, 7/16″ crown; or
3-10d common (3″ × 0.148″);
or 4-16d box (31/2″ × 0.135″);
or 4-10d box (3″ × 0.128″); or 4-3″ × 0.131″ nails;
or 4-3″ 14 gage staples, 7/16″ crown
WALL
16d common (31/2″ × 0.162″);
10d box (3″ × 0.128″); or
4-10d box (3″ × 0.128″)
16d common (31/2″ × 0.162″); or
10d box (3″ × 0.128″); or
3″ × 0.131″ nails; or 3″ 14 gage staples, 7/16″ crown
8-16d common (31/2″ × 0.162″); or
12-10d box (3″ × 0.128″); or 12-3″ × 0.131″ nails; or
12-3″ 14 gage staples, 7/16″ crown
16d common (31/2″ × 0.162″); or
16d box (31/2″ × 0.135″); or
3″ × 0.131″ nails; or 3″ 14 gage staples, 7/16″ crown
2-16d common (31/2″ × 0.162″); or
3-16d box (31/2″ × 0.135″); or 4-3″ × 0.131″ nails; or
4-3″ 14 gage staples, 7/16″ crown
4-8d common (21/2″ × 0.131″); or
4-10d box (3″ × 0.128″); or 4-3″ × 0.131″ nails; or
4-3″ 14 gage staples, 7/16″ crown; or
2-16d common (31/2″ × 0.162″); or
3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; or
3-3″ 14 gage staples, 7/16″ crown
2-16d common (31/2″ × 0.162″); or
3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; or
3-3″ 14 gage staples, 7/16″ crown
2-8d common (21/2″ × 0.131″); or
2-10d box (3″ × 0.128″); or 2-3″ × 0.131″ nails; or
2-3″ 14 gage staples, 7/16″ crown
2-8d common (21/2″ × 0.131″); or
2-10d box (3″ × 0.128″)
3-8d common (21/2″ × 0.131″); or
3-10d box (3″ × 0.128″)
FLOOR
3-8d common (21/2″ × 0.131″); or floor
3-10d box (3″ × 0.128″); or3-3″ × 0.131″ nails; or
3-3″ 14 gage staples, 7/16″ crown
8d common (21/2″ × 0.131″); or
10d box (3″ × 0.128″); or 3″ × 0.131″ nails; or
3″ 14 gage staples, 7/16″ crown
2-8d common (21/2″ × 0.131″); or
2-10d box (3″ × 0.128″)
2-16d common (31/2″ × 0.162″)
2-16d common (31/2″ × 0.162″)
20d common (4″ × 0.192″)
10d box (3″ × 0.128″); or
3″ × 0.131″ nails; or 3″ 14 gage staples, 7/16″ crown
And:
2-20d common (4″ × 0.192″); or 3-10d box (3″ × 0.128″); or
3-3″ × 0.131″ nails; or 3-3″ 14 gage staples, 7/16″ crown
3-16d common (31/2″ × 0.162″); or
4-10d box (3″ × 0.128″); or 4-3″ × 0.131″ nails; or
4-3″ 14 gage staples, 7/16″ crown
3-16d common (31/2″ × 0.162″); or
4-10d box (3″ × 0.128″); or 4-3″ × 0.131″ nails; or
4-3″ 14 gage staples, 7/16″ crown
2-8d common (21/2″ × 0.131″); or
2-10d box (3″ × 0.128″); or 2-3″ × 0.131″ nails; or
2-3″ 14 gage staples, 7/16″ crown
Toenail
Face nail
Face nail
3″ × 0.131″ nails; or 3-3″ 14 gage staples, 7/16″ crown
16d common (31/2″ × 0.162″); or
16d box (31/2″ × 0.135″); or
3″ × 0.131″ nails; or
3-3″ 14 gage staples, 7/16″ crown
16d common (31/2″ × 0.162″); or
16d box (31/2″ × 0.135″)
4-8d common (21/2″ × 0.131″); or
Toenail
16″ o.c. face nail
12″ o.c. face nail
Each side of end joint, face nail (minimum
24" lap splice length each side of end
joint)
16″ o.c. face nail
12″ o.c. face nail
24″ o.c. face nail
16″ o.c. face nail
12″ o.c. face nail
12″ o.c. face nail
16″ o.c. each edge, face nail
12″ o.c. each edge, face nail
Face nail
SPACING AND LOCATION
Each end, toenail
Each joist, toenail
Face nail
Face nail
Face nail
Toenailc
End nail
Toenail
16″ o.c. face nail
Toenail
End nail
Face nail
Face nail
6″ o.c., toenail
Face nail
Face nail
Each bearing, face nail
32″ o.c., face nail at top and bottom
staggered on opposite sides
24″ o.c. face nail at top and bottom
staggered on opposite sides
Ends and at each splice, face nail
Each joist or rafter, face nail
End nail
Each end, toenail
1.Blocking between ceiling joists, rafters or trusses to
top plate or other framing below
3.Ceiling joist not attached to parallel rafter,laps
over partitions (no thrust) [see Section
2308.7.3.1, Table 2308.7.3.1]
4.Ceiling joist attached to parallel rafter (heel joint) [see
Section 2308.7.3.1, Table 2308.7.3.1]
6.Rafter or roof truss to top plate [see Section
2308.7.5, Table 2308.7.5]
7.Roof rafters to ridge valley or hip rafters; or roof rafter
to 2-inch ridge beam
9.Stud to stud and abutting studs at intersecting
wall corners (at braced wall panels)
29.Bridging or blocking to joist, rafter or truss
28.Joist to band joist or rim joist
27.Ledger strip supporting joists or rafters
26.Built-up girders and beams, 2″ lumber layers
2.Ceiling joists to top plate
Flat blocking to truss and web filler
8.Stud to stud (not at braced wall panels)
10.Built-up header (2″ to 2″ header)
11.Continuous header to stud
12.Top plate to top plate
13.Top plate to top plate, at end joints
14.Bottom plate to joist, rim joist, band joist or
blocking (not at braced wall panels)
15.Bottom plate to joist, rim joist, band joist or blocking
at braced wall panels
16.Stud to top or bottom plate
17.Top plates, laps at corners and intersections
18.1″ brace to each stud and plate
19.1″ × 6″ sheathing to each bearing
20.1″ × 8″ and wider sheathing to each bearing
21.Joist to sill, top plate, or girder
22.Rim joist, band joist, or blocking to top plate, sill
or other framing below
23.1″ × 6″ subfloor or less to each joist
24.2 subfloor to joist or girder
25.2″ planks (plank & beam – floor & roof)
Blocking between rafters or truss not at the wall top plate,
to rafter or truss
5.Collar tie to rafter
FASTNERS
NAILS
1.NAILS SHALL BE "COMMON" NAILS UNLESS NOTED OTHERWISE (UNO).
2.NAILS SHALL NOT BE DRIVEN CLOSER THAN 12 THEIR LENGTH TO ANOTHER NAIL
NOR CLOSER THAN 14 OF THEIR LENGTH TO THE EDGE OR END OF A MEMBER,
EXCEPT FOR SHEATHING.
3.NAILS SHALL BE INSTALLED IN PRE-DRILLED LEAD HOLES IF NECESSARY TO
AVOID SPLITTING.
4.NAILS IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE HOT-DIPPED
ZINC GALVANIZED OR STAINLESS STEEL.
5.ALL NAILING SHALL CONFORM TO 2022 CBC TABLE 2304.10.1 ABOVE
LAG SCREWS
6.LAG SCREWS SHALL BE INSTALLED INTO PRE-DRILLED LEAD HOLES. LUBRICANT
(OR SOAP) SHALL BE USED TO FACILITATE INSTALLATION AND PREVENT DAMAGE
TO THE SCREWS.
7.LAG SCREWS IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE
HOT-DIPPED ZINC GALVANIZED OR STAINLESS STEEL.
BOLTS
8.BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36 UNLESS NOTED OTHERWISE
(UNO) ON PLANS AND DETAILS.
9.BOLTS SHALL BE INSTALLED IN PRE-DRILLED HOLES WITH A MAXIMUM DIAMETER
OF 1/16” LARGER THAN THE SPECIFIED BOLT DIAMETER.
10.WHEN INSTALLED AGAINST WOOD SURFACES, BOLTS SHALL HAVE STANDARD
WASHERS UNDER THE HEADS AND NUTS.
11.BOLTS IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE HOT-DIPPED
ZINC GALVANIZED OR STAINLESS STEEL.
ALL DRAWINGS & WRITTEN MATERIAL HEREIN CONSTITUTES THE
ENGINEER'S ORIGINAL WORK. THE SAME SHALL NOT BE DUPLICATED,
USED, OR SHARED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE
ENGINEER. ESSE'S ALL RIGHTS RESERVED
947 E. FAIRWAY DRIVE,
ORANGE, CA 92866
(714) 400 - 5584
NO.DATE ISSUE
SHEET NO.
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07-09-2024
ELIE SAYEGH, PE
0127
DOCUMENTS ORIGINAL ISSUE DATE:
PROJECT ENGINEER:
PROJECT NO.
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07/09/2024
HOLD- 829 N
Garfield St1/15/2025
CHAPTER 4
RESIDENTIAL MANDATORY MEASURES
DIVISION 4.1 PLANNING AND DESIGN
DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION
4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE
4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in
sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such
openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing
agency.
4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65
percent of the non-hazardous construction and demolition waste in accordance with either Section
4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste
management ordinance.
Exceptions:
1. Excavated soil and land-clearing debris.
2. Alternate waste reduction methods developed by working with local agencies if diversion or
recycle facilities capable of compliance with this item do not exist or are not located reasonably
close to the jobsite.
3. The enforcing agency may make exceptions to the requirements of this section when isolated
jobsites are located in areas beyond the haul boundaries of the diversion facility.
4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan
in conformance with Items 1 through 5. The construction waste management plan shall be updated as
necessary and shall be available during construction for examination by the enforcing agency.
1. Identify the construction and demolition waste materials to be diverted from disposal by recycling,
reuse on the project or salvage for future use or sale.
2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or
bulk mixed (single stream).
3. Identify diversion facilities where the construction and demolition waste material collected will be
taken.
4. Identify construction methods employed to reduce the amount of construction and demolition waste
generated.
5. Specify that the amount of construction and demolition waste materials diverted shall be calculated
by weight or volume, but not by both.
4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the
enforcing agency, which can provide verifiable documentation that the percentage of construction and
demolition waste material diverted from the landfill complies with Section 4.408.1.
Note: The owner or contractor may make the determination if the construction and demolition waste
materials will be diverted by a waste management company.
4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4
lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in
Section 4.408.1
4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds
per square foot of the building area, shall meet the minimum 65% construction waste reduction
requirement in Section 4.408.1
4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates
compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..
Notes:
1. Sample forms found in "A Guide to the California Green Building Standards Code
(Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in
documenting compliance with this section.
2. Mixed construction and demolition debris (C & D) processors can be located at the California
Department of Resources Recycling and Recovery (CalRecycle).
4.410 BUILDING MAINTENANCE AND OPERATION
4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact
disc, web-based reference or other media acceptable to the enforcing agency which includes all of the
following shall be placed in the building:
1. Directions to the owner or occupant that the manual shall remain with the building throughout the
life cycle of the structure.
2. Operation and maintenance instructions for the following:
a. Equipment and appliances, including water-saving devices and systems, HVAC systems,
photovoltaic systems, electric vehicle chargers, water-heating systems and other major
appliances and equipment.
b. Roof and yard drainage, including gutters and downspouts.
c. Space conditioning systems, including condensers and air filters.
d. Landscape irrigation systems.
e. Water reuse systems.
3. Information from local utility, water and waste recovery providers on methods to further reduce
resource consumption, including recycle programs and locations.
4. Public transportation and/or carpool options available in the area.
5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent
and what methods an occupant may use to maintain the relative humidity level in that range.
6. Information about water-conserving landscape and irrigation design and controllers which conserve
water.
7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5
feet away from the foundation.
8. Information on required routine maintenance measures, including, but not limited to, caulking,
painting, grading around the building, etc.
9. Information about state solar energy and incentive programs available.
10. A copy of all special inspections verifications required by the enforcing agency or this code.
11. Information from the Department of Forestry and Fire Protection on maintenance of defensible
space around residential structures.
12. Information and/or drawings identifying the location of grab bar reinforcements.
4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a
building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the
depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper,
corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling
ordinance, if more restrictive.
Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section
42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of
this section.
DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
DIVISION 4.5 ENVIRONMENTAL QUALITY
4.303 INDOOR WATER USE
4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and
urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3,
and 4.303.4.4.
Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving
plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final
completion, certificate of occupancy, or final permit approval by the local building department. See Civil
Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential
buildings affected and other important enactment dates.
4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per
flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense
Specification for Tank-type Toilets.
Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume
of two reduced flushes and one full flush.
4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush.
The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush.
4.303.1.3 Showerheads.
4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8
gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA
WaterSense Specification for Showerheads.
4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one
showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by
a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only
allow one shower outlet to be in operation at a time.
Note: A hand-held shower shall be considered a showerhead.
4.303.1.4 Faucets.
4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall
not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall
not be less than 0.8 gallons per minute at 20 psi.
4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory
faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential
buildings shall not exceed 0.5 gallons per minute at 60 psi.
4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver
more than 0.2 gallons per cycle.
4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons
per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not
to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per
minute at 60 psi.
Note: Where complying faucets are unavailable, aerators or other means may be used to achieve
reduction.
4.303.1.4.5 Pre-rinse spray valves.
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance
Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607
(d)(7) and shall be equipped with an integral automatic shutoff.
FOR REFERENCE ONLY: The following table and code section have been reprinted from the California
Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section
1605.3 (h)(4)(A).
Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January
1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)]
4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial
buildings.
Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the
California Plumbing Code.
4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in
accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table
1701.1 of the California Plumbing Code.
TABLE - MAXIMUM FIXTURE WATER USE
FIXTURE TYPE FLOW RATE
SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI
LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20
PSI
LAVATORY FAUCETS IN COMMON & PUBLIC
USE AREAS 0.5 GPM @ 60 PSI
KITCHEN FAUCETS 1.8 GPM @ 60 PSI
METERING FAUCETS 0.2 GAL/CYCLE
WATER CLOSET 1.28 GAL/FLUSH
URINALS 0.125 GAL/FLUSH
4.304 OUTDOOR WATER USE
4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with
a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water
Efficient Landscape Ordinance (MWELO), whichever is more stringent.
NOTES:
1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations,
Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are
available at: https://www.water.ca.gov/
ABBREVIATION DEFINITIONS:
HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety
OSHPD Office of Statewide Health Planning and Development
LR Low Rise
HR High Rise
AA Additions and Alterations
N New
NOTE:
THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A
CONVENIENCE FOR THE USER.
SECTION 4.102 DEFINITIONS
4.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar
pervious material used to collect or channel drainage or runoff water.
WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials
such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also
used for perimeter and inlet controls.
4.106 SITE DEVELOPMENT
4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation
and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes,
management of storm water drainage and erosion controls shall comply with this section.
4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less
than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre
or more, shall manage storm water drainage during construction. In order to manage storm water drainage
during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent
property, prevent erosion and retain soil runoff on the site.
1. Retention basins of sufficient size shall be utilized to retain storm water on the site.
2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar
disposal method, water shall be filtered by use of a barrier system, wattle or other method approved
by the enforcing agency.
3. Compliance with a lawfully enacted storm water management ordinance.
Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or
are part of a larger common plan of development which in total disturbs one acre or more of soil.
(Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html)
4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will
manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface
water include, but are not limited to, the following:
1. Swales
2. Water collection and disposal systems
3. French drains
4. Water retention gardens
5. Other water measures which keep surface water away from buildings and aid in groundwater
recharge.
Exception: Additions and alterations not altering the drainage path.
4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections
4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply
equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625.
Exceptions:
1. On a case-by-case basis, where the local enforcing agency has determined EV charging and
infrastructure are not feasible based upon one or more of the following conditions:
1.1 Where there is no local utility power supply or the local utility is unable to supply adequate
power.
1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional
local utility infrastructure design requirements, directly related to the implementation of Section
4.106.4, may adversely impact the construction cost of the project.
2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional
parking facilities.
4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each
dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway
shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main
service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the
proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or
concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere
208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit
overcurrent protective device.
Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the proposed location of an EV charger at the time of original construction in
accordance with the California Electrical Code.
4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent
protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination
location shall be permanently and visibly marked as "EV CAPABLE".
CHAPTER 3
GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in
the application checklists contained in this code. Voluntary green building measures are also included in the
application checklists and may be included in the design and construction of structures covered by this code,
but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.
301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to
additions or alterations of existing residential buildings where the addition or alteration increases the
building's conditioned area, volume, or size. The requirements shall apply only to and/or within the
specific area of the addition or alteration.
The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking
facilities or the addition of new parking facilities serving existing multifamily buildings. See Section
4.106.4.3 for application.
Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing
lighting fixtures are not considered alterations for the purpose of this section.
Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or
improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures.
Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate
of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1,
et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and
other important enactment dates.
301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of
individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential
buildings, or both. Individual sections will be designated by banners to indicate where the section applies
specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and
high-rise buildings, no banner will be used.
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building
shall comply with the specific green building measures applicable to each specific occupancy.
Exceptions:
1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall
comply with Chapter 4 and Appendix A4, as applicable.
2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California
Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with
Chapter 4 and Appendix A4, as applicable.
4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities.
When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the
requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest
whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging
space shall count as at least one standard automobile parking space only for the purpose of complying with any
applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2
for further details.
4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less
than 20 sleeping units or guest rooms.
The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to
this section.
1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types
of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2
EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical
system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all
EVs at all required EV spaces at a minimum of 40 amperes.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved
for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
Exceptions:
1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number
of EV capable spaces.
2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable
spaces, the number of EV capable spaces required may be reduced by a number equal to the number of
EV chargers installed.
Notes:
a.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating
future EV charging.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or
EV chargers are installed for use.
2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power
Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per
dwelling unit when more than one parking space is provided for use by a single dwelling unit.
Exception: Areas of parking facilities served by parking lifts.
4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more
sleeping units or guest rooms.
The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to
this section.
1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types
of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2
EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical
system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all
EVs at all required EV spaces at a minimum of 40 amperes.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved
for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of
parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be
reduced by a number equal to the number of EV chargers installed over the five (5) percent required.
Notes:
a.Construction documents shall show locations of future EV spaces.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or
EV chargers are installed for use.
2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power
Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per
dwelling unit when more than one parking space is provided for use by a single dwelling unit.
Exception: Areas of parking facilities served by parking lifts.
3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE.
Where common use parking is provided, at least one EV charger shall be located in the common use parking
area and shall be available for use by all residents or guests.
When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required,
an automatic load management system (ALMS) may be used to reduce the maximum required electrical
capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers
shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS)
served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall
have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical
capacity to the required EV capable spaces.
4.106.4.2.2.1 Electric vehicle charging stations (EVCS).
Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1.
Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels
shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable
requirements.
4.106.4.2.2.1.1 Location.
EVCS shall comply with at least one of the following options:
1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of
the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space.
2.The charging space shall be located on an accessible route, as defined in the California Building Code,
Chapter 2, to the building.
Exception: Electric vehicle charging stations designed and constructed in compliance with the California
Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1 and Section
4.106.4.2.2.1.2, Item 3.
4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions.
The charging spaces shall be designed to comply with the following:
1.The minimum length of each EV space shall be 18 feet (5486 mm).
2.The minimum width of each EV space shall be 9 feet (2743 mm).
3.One in every 25 charging spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum
aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is
12 feet (3658 mm).
a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083
percent slope) in any direction.
4.106.4.2.2.1.3 Accessible EV spaces.
In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall
comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready
spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section
1109A.
4.106.4.2.3 EV space requirements.
1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch
circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall
originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close
proximity to the location or the proposed location of the EV space. Construction documents shall identify the
raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall
have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device
installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device.
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the location or the proposed location of the EV space, at the time of original
construction in accordance with the California Electrical Code.
2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the
location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide
information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and
electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required
raceways and related components that are planned to be installed underground, enclosed, inaccessible or in
concealed areas and spaces shall be installed at the time of original construction.
SECTION 4.501 GENERAL
4.501.1 Scope
The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous,
irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors.
SECTION 4.502 DEFINITIONS
5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door
cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements.
COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and
medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood,
structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated
wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section
93120.1.
DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for
combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
Y N/AYN/AYN/AYN/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
4.201 GENERAL
4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy
Commission will continue to adopt mandatory standards.
DIVISION 4.2 ENERGY EFFICIENCY
TABLE H-2
STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019
PRODUCT CLASS
[spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm)
Product Class 1 (≤1.00
Product Class 2 (> 5.0 ozf and ≤1.20
Product Class 3 (> 8.0 ozf)1.28
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the location or the proposed location of the EV space at the time of original
construction in accordance with the California Electrical Code.
4.106.4.2.4 Identification.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for
future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
4.106.4.2.5 Electric Vehicle Ready Space Signage.
Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans
Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its
successor(s).
4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing
multifamily buildings.
When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or
altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or
altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE.
Notes:
1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future
EV charging.
2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use.
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
82
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Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
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Address:
Ren.11/30/25
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No. C37490
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DESNECIL
RTHUR
HAMAYAK ZOHRABI
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VVS Estates, LLC
Vanita Soni PuriAttn:
2022 CALGREEN
RESIDENTIAL
MANDATORY
MEASURES (SH.1 OF 2)
A031
HOLD- 829 N
Garfield St1/15/2025
MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a
compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to
hundredths of a gram (g O³/g ROC).
Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700
and 94701.
MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood.
PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this
article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of
product (excluding container and packaging).
Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a).
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to
ozone formation in the troposphere.
VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings
with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain
hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).
4.503 FIREPLACES
4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed
woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as
applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves,
pellet stoves and fireplaces shall also comply with applicable local ordinances.
4.504 POLLUTANT CONTROL
4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING
CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final
startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component
openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to
reduce the amount of water, dust or debris which may enter the system.
4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section.
4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the
requirements of the following standards unless more stringent local or regional air pollution or air quality
management district rules apply:
1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks
shall comply with local or regional air pollution control or air quality management district rules where
applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable.
Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic
compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and
tricloroethylene), except for aerosol products, as specified in Subsection 2 below.
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in
units of product, less packaging, which do not weigh more than 1 pound and do not consist of more
than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including
prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17,
commencing with section 94507.
4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of
the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits
apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories
listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss
coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources
Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in
Table 4.504.3 shall apply.
4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR
Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic
compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of
Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air
Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation
8, Rule 49.
4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the
enforcing agency. Documentation may include, but is not limited to, the following:
1. Manufacturer's product specification.
2. Field verification of on-site product containers.
CHAPTER 7
INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper
installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or
certification program. Uncertified persons may perform HVAC installations when under the direct supervision and
responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.
Examples of acceptable HVAC training and certification programs include but are not limited to the following:
1. State certified apprenticeship programs.
2. Public utility training programs.
3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.
4. Programs sponsored by manufacturing organizations.
5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the
responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or
other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence
to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to
other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be
considered by the enforcing agency when evaluating the qualifications of a special inspector:
1. Certification by a national or regional green building program or standard publisher.
2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building
performance contractors, and home energy auditors.
3. Successful completion of a third party apprentice training program in the appropriate trade.
4. Other programs acceptable to the enforcing agency.
Notes:
1. Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate
homes in California according to the Home Energy Rating System (HERS).
[BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall
employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with
this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the
particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a
recognized state, national or international association, as determined by the local agency. The area of certification
shall be closely related to the primary job function, as determined by the local agency.
Note: Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not
limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other
methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific
documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in
the appropriate section or identified applicable checklist.
4.505 INTERIOR MOISTURE CONTROL
4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code.
4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by
California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the
California Residential Code, Chapter 5, shall also comply with this section.
4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the
following:
1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with
a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding,
shrinkage, and curling, shall be used. For additional information, see American Concrete Institute,
ACI 302.2R-06.
2. Other equivalent methods approved by the enforcing agency.
3. A slab design specified by a licensed design professional.
4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage
shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent
moisture content. Moisture content shall be verified in compliance with the following:
1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent
moisture verification methods may be approved by the enforcing agency and shall satisfy requirements
found in Section 101.8 of this code.
2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end
of each piece verified.
3. At least three random moisture readings shall be performed on wall and floor framing with documentation
acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing.
Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to
enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying
recommendations prior to enclosure.
4.506 INDOOR AIR QUALITY AND EXHAUST
4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the
following:
1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.
2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a
humidity control.
a. Humidity controls shall be capable of adjustment between a relative humidity range less than or
equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of
adjustment.
b. A humidity control may be a separate component to the exhaust fan and is not required to be
integral (i.e., built-in)
Notes:
1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or
tub/shower combination.
2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code.
4.507 ENVIRONMENTAL COMFORT
4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be
sized, designed and have their equipment selected using the following methods:
1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential
Load Calculation), ASHRAE handbooks or other equivalent design software or methods.
2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems),
ASHRAE handbooks or other equivalent design software or methods.
3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential
Equipment Selection), or other equivalent design software or methods.
Exception: Use of alternate design temperatures necessary to ensure the system functions are
acceptable.
TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2
(Less Water and Less Exempt Compounds in Grams per Liter)
ARCHITECTURAL APPLICATIONS VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVE 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT LISTED 50
SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD)50
WOOD 30
FIBERGLASS 80
1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER,
THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.
2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE
THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR
QUALITY MANAGEMENT DISTRICT RULE 1168.
TABLE 4.504.2 - SEALANT VOC LIMIT
(Less Water and Less Exempt Compounds in Grams per Liter)
SEALANTS VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420
SEALANT PRIMERS
ARCHITECTURAL
NON-POROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
TABLE 4.504.5 - FORMALDEHYDE LIMITS1
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION
PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13
1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED
BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL
MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE
WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF.
CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH
93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM
THICKNESS OF 5/16" (8 MM).
TABLE 4.504.3 - VOC CONTENT LIMITS FOR
ARCHITECTURAL COATINGS2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT
COMPOUNDS
COATING CATEGORY VOC LIMIT
FLAT COATINGS 50
NON-FLAT COATINGS 100
NONFLAT-HIGH GLOSS COATINGS 150
SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS)500
HIGH TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS
CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS &
UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340
1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER &
EXEMPT COMPOUNDS
2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS
ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY
THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS
SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS
AVAILABLE FROM THE AIR RESOURCES BOARD.
DIVISION 4.5 ENVIRONMENTAL QUALITY (continued)
4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California
Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions
from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for
California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the
California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic
Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017
(Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1.
4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving
resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the
Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"
Version 1.2, January 2017 (Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard
composite wood products used on the interior or exterior of the buildings shall meet the requirements for
formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.),
by or before the dates specified in those sections, as shown in Table 4.504.5
4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested
by the enforcing agency. Documentation shall include at least one of the following:
1. Product certifications and specifications.
2. Chain of custody certifications.
3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see
CCR, Title 17, Section 93120, et seq.).
4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered
Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA
0121, CSA 0151, CSA 0153 and CSA 0325 standards.
5. Other methods acceptable to the enforcing agency.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
Y N/AYN/AYN/AYN/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023)Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
Zohrabians Art of Design
700 Palm Drive, Suite 106
Glendale, CA 91202
zartofdesign.com
818.300.9420
No.Date Description
06/05/2024 100% DD SET
06/14/2024 50% CD PROGRESS SET
06/21/2024 75% CD PROGRESS SET
07/02/2024 NEIGHBORHOOD REVIEW
07/10/2024 1ST PLAN CHECK SUBMITTAL
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Santa Ana, CA 92701
829 N. Garfield Street
Name:
Project Contact:
Phone:
Email:
Principal:
Z.AOD Project No:2024-02
Arthur Zohrabians
818.300.9420
Arthur Zohrabians
info@zartofdesign.com
Phone No.:949.922.7075
Email:vanitapuri@gmail.com
Owner
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Ren.11/30/25
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DESNECIL
RTHUR
HAMAYAK ZOHRAB
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VVS Estates, LLC
Vanita Soni PuriAttn:
2022 CALGREEN
RESIDENTIAL
MANDATORY
MEASURES (SH.2 OF 2)
A032
HOLD- 829 N
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TE00
TITLE24 - INDOOR
J.L.L.N.
9890 RESEARCH DR. SUITE 100
IRVINE, CA 92618 949-533-4117
9890 RESEARCH DR. SUITE 100
IRVINE, CA 92618 949-533-4117
E24049
7/2/2024
7/2/2024
829 N GARFIELD ST. SANTA ANA, CA 92701
829 N GARFIELD ST. SANTA ANA, CA 92701829 N GARFIELD ST. SANTA ANA, CA 92701829 N GARFIELD ST. SANTA ANA, CA 92701
829 N GARFIELD ST. SANTA ANA, CA 92701829 N GARFIELD ST. SANTA ANA, CA 92701
829 N GARFIELD ST. SANTA ANA, CA 92701
HOLD- 829 N
Garfield St1/15/2025
TITLE24 - OUTDOOR
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N.T.S.
TE01
TITLE24 - OUTDOOR
J.L.L.N.
9890 RESEARCH DR. SUITE 100
IRVINE, CA 92618 949-533-4117
9890 RESEARCH DR. SUITE 100
IRVINE, CA 92618 949-533-4117
E24049
7/2/2024
7/2/2024
829 N GARFIELD ST. SANTA ANA, CA 92701
829 N GARFIELD ST. SANTA ANA, CA 92701829 N GARFIELD ST. SANTA ANA, CA 92701829 N GARFIELD ST. SANTA ANA, CA 92701
829 N GARFIELD ST. SANTA ANA, CA 92701829 N GARFIELD ST. SANTA ANA, CA 92701
829 N GARFIELD ST. SANTA ANA, CA 92701
HOLD- 829 N
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MECHANICAL
TITLE 24
C.B.R.C.
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TM01
MECHANICAL
TITLE 24
C.B.R.C.
HOLD- 829 N
Garfield St1/15/2025
·EXISTING MULTI-FAMILY DWELLING BUILDING REMODEL.
·PROVIDE NEW LIGHTING FIXTURES/CONNECTIONS TO THE RENOVATED AREAS.
·PROVIDE NEW POWER FIXTURES/CONNECTIONS TO THE RENOVATED AREAS.
·INSTALLATION OF NEW MAIN SERVICE/EQUIPMENT AND SERVICE/DISTRIBUTION EQUIPMENT.
SHEET INDEX
E000
E001
E002
E100
E101
ELECTRICAL SPECIFICATIONS (AS APPLICABLE)ELECTRICAL SYMBOLS LIST
WALLCLG.DESCRIPTIONFLR.
DUPLEX RECEPTACLE AT +15" FOR WALL MOUNTED U.O.N.
DOUBLE DUPLEX RECEPTACLE AT + 15" FOR WALL MOUNTED U.O.N.
DUPLEX RECEPTACLE WITH USB 2.0 PORT
GROUND CONNECTOR
MAIN SWITCHBOARD OR POWER DISTRIBUTION BOARD. VERIFY DIMENSION WITH VENDER/MANUFACTURER.
ELECTRICAL PANEL. REFER TO PANEL SCHEDULE FOR DETAILS.
INDICATES PLAN NOTE NUMBER "1", SEE PLAN
JUNCTION BOX
CONDUIT STUB OUT, 3/4" MINIMUM - SEE PLANS FOR NOTES
CONDUIT CONCEALED ABOVE CEILING OR IN WALLS
HOMERUN TO PANEL "A", CIRCUITS #1A-1
SPECIAL NEMA RECEPTACLE. SEE EQUIPMENT PLAN/INSTALLATION MANUAL FOR SPECS AND DETAILS.
COMBINATION TELEPHONE, DATA AND CABLE OUTLET AT +18" U.O.N.
PROVIDE 1/2"C.O. STUBBED TO ACCESSIBLE CEILING SPACE
TELEPHONE OUTLET; CAT5E CABLE. RJ11 TERMINATION MOUNTED AT +18"
PROVIDE 1/2"C.O. STUBBED TO ACCESSIBLE CEILING SPACE
DATA OUTLET; CAT5E CABLE, RJ45 TERMINATION MOUNTED AT +18" U.O.N.
PROVIDE 1/2"C.O. STUBBED TO ACCESSIBLE CEILING SPACE
CABLE OUTLET; RG-6 COAXIAL CABLE. MOUNTED AT +18" U.O.N.
PROVIDE 1/2"C.O. STUBBED TO ACCESSIBLE CEILING SPACE
LIGHTING FIXTURE WITH 90 MIN. EMER. BATTERY PACK OR ON INVERTER
SEE LIGHT FIXTURE SCHEDULE FOR DETAILS AND SPECS
DENOTES EQUIPMENT #1, SEE EQUIPMENT SCHEDULE FOR THE DETAILS AND EXACT SPECIFICATIONS.
DENOTES MECHANICAL EQUIPMENT #1 SEE MECHANICAL DRAWINGS FOR THE DETAILS AND SPECIFICATIONS.
SINGLE POLE SWITCH AT 48" U.O.N.
DIMMER SWITCH/DIMMING WALL CONTROL STATION AT +48" U.O.N.
THREE-WAY SWITCH AT +48" U.O.N.
THREE-WAY DIMMER SWITCH AT +48" U.O.N.
MANUAL MOTOR STARTER
VS
DL
S/C
MOTOR OUTLET - IDENTIFICATION
ABBREVIATION FOR NEW / EXISTING / RELOCATED
SYMBOL NOTES:
NON-FUSED/FUSED SWITCH, SIZE AS SHOWN IN THE PLAN
OS
GAS SOLENOID-SEE PLUMBING PLAN FOR EXACT LOCATION.
(N) / (E) / (R)
OCCUPANCY AUTOMATIC WALL SWITCH SENSOR WITH SINGLE LEVEL
SWITCHING AT +48" U.O.N./MANUFACTURER TO BE DETERMINED
VACANCY AUTOMATIC WALL SWITCH SENSOR WITH SINGLE LEVEL
SWITCHING AT +48" U.O.N./MANUFACTURER TO BE DETERMINED
OCCUPANCY SENSOR SINGLE POLE SWITCH WITH DIMMER CONTROL
FEATURE AT +48" U.O.N./MANUFACTURER TO BE DETERMINED
CEILING MOUNTED OCCUPANCY SENSOR
MANUFACTURER TO BE DETERMINED
CEILING MOUNTED VACANCY SENSOR
MANUFACTURER TO BE DETERMINED
CEILING MOUNTED DAYLIGHT SENSOR
MANUFACTURER TO BE DETERMINED
TIME CLOCK WITH MANUAL BY-PASS SWITCH
SEE LIGHTING CONTROL DIAGRAM FOR DETAILS
SYMBOL LIST SHOW IN FOR GENERAL REFERENCE ONLY. A PRESENCE OF A SYMBOL DOES NOT IMPLY ITS USE ON THIS PROJECT.
REFER TO DRAWING FOR SPECIFIC SYMBOLS USED.
S C HARD WIRED, WITH BATTERY BACKUP, SMOKE DETECTOR/CARBON MONOXIDE DETECTOR/MULTI-PURPOSE
CARBON MONIXIDE & SMOKE DETECTOR.
T C
F
M
ELECTRICAL SPECIFICATION
SINGLE LINE DIAGRAM/ SCHEDULES
PANEL SCHEDULES
ELECTRICAL PLAN - GROUND FLOOR
ELECTRICAL PLAN - 2ND FLOOR
D
D
OS
VS
OS/D
J J J
S
S
S
3
3
S
EXHAUST AIR GRILLE - REFER TO MECHANICAL PLAN
1
GROUND FAULT INTERRUPTING PROTECTED CIRCUIT DUPLEX RECEPTACLE
PROVIDE GFCI BREAKER INSTEAD OF GFCI OUTLET AS NECESSARY
E003 ELECTRICAL DETAILS
SCOPE OF WORK
5.UNLESS OTHERWISE NOTED ON DRAWINGS OR OTHERWISE REQUIRED BY THE NATIONAL ELECTRICAL CODE,
HANDICAP CODES OR LOCAL CODES, OUTLET HEIGHTS SHALL BE AS FOLLOWS:
3.
4.
6.
7.
5.
8.
9.
10.
120/208 VOLT SYSTEM
NEUTRAL - WHITE
PHASE A OR L1 - BLACK
PHASE B 0R L2 - RED
PHASE C OR L3 - BLUE
GROUND - GREEN
FINAL CONNECTIONS INTO AND OUT OF THE TRANSFORMER.
FINAL CONNECTIONS WHERE RIGID CONDUIT IN NOT PRACTICAL.
FINAL CONNECTIONS TO VIBRATING EQUIPMENT.
FINAL CONNECTIONS TO MOTORS.
IN WALLS (FOR LIGHT SWITCHES AND 120 VOLT POWER RECEPTACLES AND HVAC CONTROL EQUIPMENT).
INTER-CONNECTIONS BETWEEN ALL LIGHT FIXTURES AND HOMERUNS TO PANELS WHERE CODE ALLOWS.
THE USE OF ROMEX, BX, ETC. IS PERMITTED ONLY IN RESIDENTIAL CONSTRUCTION NOT HIGHER THAN THREE
STORIES.
ALL WIRING TO BE COLOR-CODED AS FOLLOWS:
ON ALL 20 AMP BRANCH CIRCUITS, CONDUCTORS LARGER THAN #10 AWG SHALL BE REDUCED TO #10 AWG WITHIN
10 FEET OF PANEL BOARD AND DEVICE IN JUNCTION BOXES ON RATED TERMINAL STRIPS.
CONDUCTORS MAY BE STRANDED FOR SIZES #10 AWG AND LARGER. CONDUCTORS SIZE #12 SHALL BE SOLID (NOT
STRANDED).
ALUMINUM CONDUCTORS ARE NOT PERMITTED, EXCEPT AT SERVICE ENTRANCE, WHERE REQUIRED BY LANDLORD.
CONDUCTOR CONNECTION MUST BE PER MANUFACTURER'S REQUIREMENTS. CONTRACTOR MUST OBTAIN WRITTEN
PERMISSION FROM GENERAL CONTRACTOR AND PROJECT MANAGER WHEN USED.
ALL WIRING (120V AND ABOVE) SHALL BE IN CONDUIT, UNLESS SPECIFICALLY NOTED OTHERWISE. ALL LOW
VOLTAGE WIRING CONDUIT REQUIREMENTS TO BE COORDINATED WITH OWNER.
THE USE OF SHARED NEUTRALS IS REQUIRED FOR LIGHTING CIRCUITS AND SHALL BE INSTALLED IN ACCORDANCE
WITH THE NATIONAL ELECTRICAL CODE AND LOCAL CODES. ALL OTHER EQUIPMENT REQUIRING A NEUTRAL
CONDUCTOR SHALL HAVE A DEDICATED FULL SIZE NEUTRAL.
WIRE CONNECTORS SHALL BE EQUAL TO "SCOTCH LOCK" FOR #8 AWG WIRE AND SMALLER AND EQUAL TO T & B
"LOCKTIGHT" FOR #6 AWG AND LARGER.
277/480 VOLT SYSTEM
NEUTRAL - GRAY
PHASE A OR L1 - YELLOW
PHASE B 0R L2 - ORANGE
PHASE C OR L3 - BROWN
GROUND - GREEN WITH YELLOW TRACER
A.
2.
a.
b.
c.
d.
PHASING REQUIREMENTSJ.
1.
1.
DEMOLITION
2.
K.
THIS CONTRACTOR IS TO INCLUDE IN HIS BID ALL NECESSARY SERVICE REQUIRED TO KEEP THE OPERATING PHASE
OF THE STORE'S ELECTRICAL SERVICE IN OPERATION. CONTRACTOR MUST SCHEDULE IN WRITING WITH
TENANT/ARCHITECTS AND THE LANDLORD ONE WEEK PRIOR TO ANY SHUT DOWN OF THE ELECTRICAL SYSTEM.
THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND
THE DEMOLITION PROVIDED BY THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL CONTRACTOR ANY
EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT.
SECTION 16000
DIVISION 16 - ELECTRICAL
1.
2.
NOTEA.
BASIC ELECTRICAL REQUIREMENTS
4.
3.
5.
1.
B.GENERAL REQUIREMENTS
2.
3.
5.
4.ALL WORK IN THIS SECTION SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING,
MAINTAINING, AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS
TO ALL EQUIPMENT.
WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT
CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE
STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED
OTHERWISE.
THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR
CALLED FOR IN ONE SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH.
ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS,
BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF
SIMILAR CHARACTER, SHALL BE FURNISHED AND INSTALLED AS PART OF THE CONTRACT.
THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION,
INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE ELECTRICAL SYSTEM AS SHOWN ON THE
DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT
SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR ARCHITECTS SHALL BE PROVIDED BY THIS CONTRACTOR.
CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD AND ARCHITECTS, AS REQUIRED.
REFER TO RESPONSIBILITY SCHEDULE FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS
WHICH MAY AFFECT THE BID.
THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE
WORK. ANY DISCREPANCIES OR ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED
SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL OF BID
SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE
REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT
RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF HIS WORK.
THIS ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THIS
WORK TO COMPLY WITH TENANT/ARCHITECT'S SCHEDULE AND THE PROJECT COMPLETION DATE.
THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW
DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE
WORK OF HIS SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTORS RESPONSIBILITY TO
PROVIDE HIS SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS.
DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS
AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 16.
2.
d.
c.
4.
5.
SLEEVES
1.
2.
HANGERS
3.
M.
L.
1.
2.
1.
3.
FINAL ELECTRICAL INSPECTIONSN.
ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, TENANT/ARCHITECTS MAY HAVE AN INDEPENDENT
ELECTRICAL CONTRACTOR INSPECT THE FINISHED ELECTRICAL INSTALLATION UPON COMPLETION FOR
COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE
TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT ELECTRICAL CONTRACTOR UP TO PLANS AND
SPECIFICATION REQUIREMENTS.
HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DIELECTRICALLY SEPARATED.
HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING. HANGING
FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE
INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL
TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH
ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE
ALSO SUBJECT TO LANDLORD CRITERIA.
HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C-CLAMPS WITH RETAINING
CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK.
SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE
FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR
FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM.
ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM
SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING.
THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH
SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH
EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR.
CONTRACTOR MUST COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING OR CUTTING OF OPENINGS IN
MASONRY FLOORS OR WALLS.
a.
6.
END OF SECTION 16000
6.
7.
1.
8.
C.
2.
TEMPORARY LIGHT AND POWER
1.
CODESD.
1.
E.
2.
F.TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS
LICENSES, PERMITS, INSPECTIONS & FEES
1.
2.
ALL WORK SHALL CONFORM TO THE LANDLORD'S CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND
ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES
AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES,
ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE
BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN
THE BID. AFTER CONTRACT IS AWARDED, CHANGE ORDERS FOR INCREASED COSTS DUE TO CODE ISSUES WILL NOT
BE ACCEPTED BY OWNER, UNLESS ALLOWANCES HAVE PREVIOUSLY BEEN AGREED UPON.
GENERAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO ARCHITECTS/ENGINEERS FOR
APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR
ARCHITECTS/ENGINEERS REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS.
SUBMITTALS SHALL BEAR THE STAMP AND/OR THE SIGNATURE OF THE GENERAL CONTRACTOR AND THE
SUB-CONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN
CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE
BEEN TAKEN.
WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE
EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL
OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY
ARCHITECTS/ENGINEERS THROUGH SHOP DRAWING SUBMITTAL PROCESS FOR ACCEPTANCE PRIOR TO
INSTALLATION. THE USE OF ANY UNATHORIZED EQUIPMENT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
FURNISH TO ARCHITECTS ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF
PROJECT.
THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR
RELATED TO HIS WORK.
THE ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE
AND OPERATING SYSTEM.
THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING AND CHANNELING REQUIRED FOR ANY WORK UNDER THIS
DIVISION. CUTTING SHALL HAVE PRIOR APPROVAL BY THE ARCHITECTS AND THE LANDLORD. ALL PATCHING SHALL
BE BY G.C. AND SHALL MATCH THE SURROUNDING SURFACES.
UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL
COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN
CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT.
THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY WIRING AND RELATED GROUND FAULT
INTERRUPTION PROTECTION FOR LIGHT AND POWER FOR ALL CONTRACTORS AND SHALL BE RESPONSIBLE FOR
THE REMOVAL OF ALL TEMPORARY WIRING.
THE GENERAL CONTRACTOR SETS UP ALL ELECTRICAL UTILITIES IN THE NAME OF THE TENANT. TENANT PAYS FOR
ALL UTILITIES THROUGHOUT CONSTRUCTION.
ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD CONSTRUCTION PRACTICES.
THIS CONTRACTOR SHALL INCLUDE, AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING
ELECTRICAL EQUIPMENT, CONDUITS, ETC. NOT TO BE REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED
OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT PRIOR TO
REMOVAL. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE
REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH EXISTING STRUCTURE. EXISTING ABANDONED
CONDUIT OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE OR OTHERWISE INACCESSIBLE ARE TO BE CUT
OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT.
IF REQUIRED BY LANDLORD OR CODES, ABANDONED CONDUIT MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM
THE EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN BID PROPOSAL.
FLEXIBLE METAL CONDUIT OR MC TYPE CABLE:
GENERALLY, ALL CONDUIT SHALL BE CONCEALED EXCEPT FOR UNFINISHED AREAS, SUCH AS EQUIPMENT ROOMS.
EXPOSED CONDUIT SHALL BE ALLOWED ONLY AS NOTED ON PLAN AND AS APPROVED BY PROJECT MANAGER.
PAINTING OF CONDUITS, NOTED ON DRAWINGS OR SPECIFICATIONS WILL BE BY GENERAL CONTRACTOR.
A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM INCLUDING THE INSTALLATION OF SAFETY AND DISCONNECT
SWITCHES, MOTOR STARTERS AND LIGHTING. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO
INCLUDE IN HIS BID FOR PROVIDING SERVICE EQUIPMENT NECESSARY FOR TIE-IN TO LANDLORD'S
DISTRIBUTION EQUIPMENT OR TO OBTAIN SERVICE FROM LOCAL UTILITY COMPANY. REFER TO ELECTRICAL
RESPONSIBILITY SCHEDULE AND ELECTRICAL POWER RISER DIAGRAM FOR ADDITIONAL INFORMATION.
ALL CONDUITS SHALL BE GALVANIZED IMC OR EMT UNLESS OTHERWISE SPECIFIED IN SPECIFICATIONS OR ON
DRAWINGS. ALL CONDUIT IS TO BE UL LABELED. EMT CONNECTORS SHALL BE STEEL COMPRESSION OR SET SCREW
TYPE. CONDUIT UNDER SLAB ON GRADE SHALL BE RIGID STEEL, OR SCHEDULE 40 PVC WITH RIGID STEEL ELLS
WHERE PERMITTED BY LANDLORD OR CODE. EMT FOR WET LOCATIONS TO BE PERMITTED ONLY WHEN ALL
SUPPORTS, BOLTS, STRAPS, SCREWS AND SO FORTH ARE CORRISION-RESISTANT MATERAILS PER 358.10.
ALL IN/UNDER FLOOR CONDUIT SHALL BE OF MINIMUM 3/4" SIZE.
IF HVAC CONTROL WIRING IS REQUIRED TO BE RUN IN CONDUIT, IT SHALL BE A MINIMUM OF 3/4", UNLESS
NOTED OTHERWISE ON DRAWINGS.
SUPPORT ALL CONDUIT, INCLUDING SEISMIC AND SWAY BRACING, IN ACCORDANCE WITH THE NEC AND LOCAL
CODES.
THE WIRING OF MECHANICAL EQUIPMENT AS OUTLINED ON THE BID SET DRAWINGS AND IN THE
SPECIFICATIONS. WORK SHALL INCLUDE WIRING OF ALL STARTERS, DISCONNECTS, AND POWER WIRING OF
MECHANICAL EQUIPMENT EXCEPT AS SPECIFICALLY NOTED OTHERWISE. ALL LOW VOLTAGE (24 VOLT) EMS
TEMPERATURE CONTROL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR UNLESS
NOTED SPECIFICALLY ON DRAWING.
METERING AND CURRENT TRANSFORMERS AS REQUIRED BY DRAWINGS, UTILITY COMPANY, AND/OR
LANDLORD.
CONTRACTOR MUST ALSO INCLUDE IN BID ALL NECESSARY MATERIALS REQUIRED TO COMPLETE THE SYSTEM
INCLUDING, BUT NOT LIMITED TO, FEEDERS, BRANCH CIRCUITS, JUNCTION BOXES, OUTLET BOXES, WIRING
DEVICES, COVER PLATES, CONDUITS, ETC.
THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION,
AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION,
COMPLETION AND TESTING OF ALL THE WORK FOR THE ELECTRICAL SYSTEMS AS SHOWN ON THE DRAWINGS,
CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO
THE FOLLOWING:
CONTRACTOR NOTES
2.
6.
5.
4.
3.
FLEXIBLE CONDUIT OR MC TYPE CABLE SHALL BE USED FOR THE FOLLOWING APPLICATIONS ONLY:
1.
1.
GUARANTEEG.
THE EQUIPMENT MANUFACTURER SHALL PROVIDE A 12 MONTH GUARANTEE TO TENANT FROM THE DATE OF
ACCEPTANCE. THIS CONTRACTOR SHALL WARRANTY THE INSTALLATION OF THIS EQUIPMENT AND WILL BE
RESPONSIBLE FOR ANY DAMAGE AND/OR MALFUNCTION CAUSED BY THE INSTALLATION. THIS CONTRACTOR SHALL
NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM.
b.
c.
d.
7.
8.
9.
10.
1.
OUTLET BOXESC.
2.
4.
3.
ALL CONDUITS MUST BE SIZED PER NEC AND LOCAL CODES.
ALL SENSORMATIC WIRING MUST BE PLACED IN CONDUIT (PVC PIPE NOT PERMITTED).
EXTERIOR BOXES SHALL BE CAST RUST-RESISTING METAL WITH GASKETED COVERS.
PROVIDE PULL-WIRE IN ALL EMPTY CONDUITS EXCEPT AS NOTED OTHERWISE ON DRAWINGS.
HOME RUNS AND MAIN CONDUIT RUNS ARE TO BE HELD TIGHT TO STRUCTURE ABOVE OR AS REQUIRED TO ALLOW
PROPER SERVICE ACCESS AND OTHER TRADES WORK. CONDUIT MUST BE TRAPEZED TO ALLOW 3 FEET MINIMUM
CLEARANCE ABOVE CEILING.
ALL OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL OF THE STANDARD KNOCKOUT TYPE. NO ROUND
OUTLET BOXES SHALL BE PERMITTED UNLESS INDICATED AND FOR LIGHTING THAT REQUIRE SUCH
CONFIGURATION. CONCEALED BOXES SHALL NOT BE LESS THAN 4" SQUARE AND 1 1/2" DEEP, WITH PLASTER RINGS.
ALL KNOCKOUT BOXES, UPON WHICH LIGHTING FIXTURES ARE TO BE INSTALLED, SHALL BE EQUIPPED WITH 3/8"
FIXTURE STUDS.
INSTALL BOXES RIGIDLY FROM BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY OF THE CONDUIT SYSTEM.
ALSO PROVIDE SUITABLE BOX EXTENSIONS TO EXTEND BOXES TO FINISHED FACES OF FLOORS, CEILINGS, WALLS
ETC. ALL OUTLET BOXES TO BE PROVIDED WITH CADDY "QUICK-MOUNT BOX SUPPORT" TO MINIMIZE THE DEFLECTION
THAT OCCURS WHEN PLUGGING/UNPLUGGING INTO THESE DEVICES.
FLEXIBLE METAL CONDUIT OR MC TYPE CABLE MUST BE THE SAME SIZE AS THE IMC OR EMT CONDUIT TO
WHICH IT IS CONNECTED. BOTH THE FLEXIBLE METAL CONDUIT AND IT'S FITTINGS ARE TO BE LISTED FOR
GROUNDING. A GREEN GROUNDING CONDUCTOR SHALL BE INSTALLED. ALL CONNECTORS ARE TO BE OF A
NEMA APPROVED TYPE.
THE USE OF ROMEX, BX, ETC. IS PERMITTED ONLY IN RESIDENTIAL CONSTRUCTION NOT HIGHER THAN THREE
STORIES.
CONNECTION TO ANY OUTDOOR EQUIPMENT MUST BE WEATHERPROOF.
1.
c.
b.
a.
RECORD DRAWINGSH.
THIS CONTRACTOR SHALL MAINTAIN ONE SET OF DRAWINGS ON THE JOB SITE UPDATED WEEKLY TO RECORD ALL
DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS:
REVISIONS, ADDENDUMS, AND CHANGE ORDERS.
LOCATION OF CONCEALED CONDUIT AND EQUIPMENT.
2.
1.
DISCREPANCIES IN DOCUMENTSI.
AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THIS CONTRACTOR SHALL MAKE ANY FINAL
CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. FAILURE TO
KEEP THESE RECORDS WILL ALLOW TENANT/ARCHITECTS TO DIRECT THE GENERAL CONTRACTOR TO PROVIDE
THESE RECORDS AT HIS EXPENSE PRIOR TO FINAL PAYMENT.
DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION
AND INTENT OF THE ELECTRICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR
OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN WRITING, PRIOR TO
SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ADVISE PROJECT MANAGER, IN WRITING, OF
VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, TENANT/ARCHITECT'S
INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL
COMPENSATION PERMITTED.
SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS,
AND CONTRACTOR'S COORDINATION WITH OTHER TRADES.
e.
g.
f.
h.
i.
k.
j.
l.
n.
3.
a.
b.
4.
m.
TELEPHONE INSTRUMENTS AND WIRING UNLESS NOTED OTHERWISE.
AS-BUILTS, PANEL DESCRIPTION AND CIRCUIT BREAKER SPECIFIC LABELING.
THE FOLLOWING ITEMS OF ELECTRICAL CONSTRUCTION ARE NOT INCLUDED IN THIS CONTRACT:
BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, FIRE
PROTECTION, MECHANICAL AND PLUMBING PLANS, SHOP DRAWINGS AND SPECIFICATIONS TO SEQUENCE,
COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE ELECTRICAL SYSTEM, MATERIALS AND EQUIPMENT
WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS.
DATA CABLE WIRING UNLESS NOTED OTHERWISE.
INSTALLATION OF CONDUITS STUBBED TO ABOVE CEILING FOR HVAC. ALSO, ANY ADDITIONAL CONDUIT FOR
HVAC CONTROL EQUIPMENT WHERE PLENUM RATED CABLES ARE NOT PERMITTED.
SMOKE/FIRE ALARM WIRING, DEVICES AND CONDUIT, AS SHOWN OR DESCRIBED ON DRAWINGS OR AS
NECESSARY TO MEET LANDLORD, STATE, LOCAL, INSURANCE AND FIRE DEPARTMENT REQUIREMENTS.
IF INDICATED ON DRAWINGS, INSTALLATION AND WIRING OF SPEAKERS, AMPLIFIERS, CONDUIT AND FINAL
CONNECTIONS FOR SOUND SYSTEM AS SHOWN.
FINAL CONNECTIONS TO ALL SIGNS, CORNICE LIGHTING, CASE LIGHTING, ETC. AS SHOWN ON DRAWINGS.
TEMPORARY SERVICE AS INDICATED IN THE SPECIFICATIONS, INCLUDING ITS REMOVAL.
A COMPLETE EMERGENCY AND EXIT LIGHTING SYSTEM AS SHOWN ON THE DRAWINGS.
A COMPLETE CONDUIT SYSTEM FOR TELEPHONE/DATA INCLUDING BRANCH CONDUITS, OUTLET BOXES, PULL
WIRES, GROUND CONDUCTORS, COVER PLATES, ETC. OR AS SPECIFICALLY NOTED OTHERWISE ON THE
DRAWINGS.
INSTALLATION OF LIGHT FIXTURES AND LAMPS AS SHOWN ON THE DRAWINGS INCLUDING ALL DEVICES,
EQUIPMENT, ETC. REQUIRED FOR MOUNTING.
BALANCING LOADS.
1.
B.
THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUITS SERVING ALL EQUIPMENT, INCLUDING BUT NOT
LIMITED TO, LIGHTING, RECEPTACLES, HEATING, AIR CONDITIONING, PLUMBING EQUIPMENT, TELEPHONE, DATA,
SPEAKERS, SECURITY, PAGER, TRAFFIC COUNTING SYSTEM AND ELECTRICAL EQUIPMENT.
CONDUIT
b.
a.
c.
1.
2.
D.JUNCTION AND PULL BOXES
CONVENIENCE OUTLETS:
BOXES AND COVERS SHALL BE GALVANIZED STEEL OF CODE GAUGE SIZE.
THE PLANS INDICATE ONLY SCHEMATIC ROUTINGS FOR CONDUIT RUNS. THIS CONTRACTOR SHALL FURNISH AND
INSTALL ADDITIONAL BOXES WHERE REQUIRED BY FIELD CONDITIONS OR BY CODE.
MOUNTED ON WALL NO MORE THAN 48-INCHES, MEASURED FROM TO TOP OF THE RECEPTACLE OUTLET BOX
OR RECEPTACLE HOUSING AND; NO LESS THAN 15-INCHES, MEASURED FROM THE BOTTOM OF THE
RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING, TO THE LEVEL OF THE FINISHED FLOOR OR WORKING
PLATFORM UNLESS OTHERWISE INDICATED OR HORIZONTALLY MOUNTED IN BASEBOARD BENEATH CABINETS,
AS SHOWN ON DRAWINGS, OR AS REQUIRED BY LOCAL CODES, SEE DRAWINGS.
SWITCH HEIGHT 48" FROM FINISHED FLOOR TO TOP OF OUTLET.
TELEPHONE OUTLETS SHALL BE LOCATED AS NOTED ON DRAWINGS.
4.
3.
WIRING
5.
E.
1.
2.
b.
a.
#10 BETWEEN 100-150 FEET
#12 LESS THAN 100 FEET
d.
c.
#6 OVER 250 FEET
#8 BETWEEN 150 - 250 FEET
INSTALL BOXES RIGIDLY SUPPORTED FROM THE BUILDING STRUCTURE AND SUPPORTED INDEPENDENT OF THE
CONDUIT SYSTEM.
ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION
BOXES ABOVE DRYWALL CEILINGS SHOULD BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES USED FOR
DIFFUSERS AND RETURN AIR GRILLES OR ACCESS PANELS AS LOCATED ON PLANS.
JUNCTION AND PULL BOXES MUST BE LABELED WITH CIRCUIT NUMBER IDENTIFICATION AND SYSTEM TYPE ON
COVER.
CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS SHALL BE COPPER AND THE AWG SIZE AND TYPE AS SHOWN
ON DRAWINGS. MINIMUM WIRE SIZE #12. THE CONDUCTORS SHALL BE 600 VOLT INSULATION, TYPE THW, THWN OR
THHN.
MINIMUM WIRE SIZE - 20 AMP BRANCH CIRCUIT SHALL BE AWG LISTED SIZE PER DISTANCE SHOWN BELOW.
DISTANCE SHALL BE MEASURED FROM THE PANELBOARD CIRCUIT BREAKER TO THE FURTHEST OUTLET.
3.
b.
a.
1/2" FOR INDIVIDUAL LIGHTING FIXTURE CONNECTIONS OR TO INDIVIDUAL LIGHT SWITCHES (IF ACCEPTABLE BY
THE LANDLORD AND LOCAL CODE OFFICIALS) AND 3/4" FOR ALL OTHER LOCATIONS.
MAIN FEEDER CONDUIT 2" OR LARGER FOR ALL APPLICATIONS.
MINIMUM SIZE OF CONDUIT SHALL BE:
1.IT IS CONTRACTOR/ELECTRICIANS' RESPONSIBILITY TO FIELD VERIFY ACTUAL SITE CONDITION AND SHALL NOTIFY
EOR(S) ANY DISCREPANCIES WITH THE PLAN THAT IMPACTS ON THE BID PRIOR TO BIDDING.
TE00 TITLE24 - INDOOR
TE01 TITLE24 - OUTDOOR
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PLOT DATE: 7/2/2024 3:06:08 PM
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N.T.S.
E000
ELECTRICAL
SPECIFICATION
J.L.L.N.
HOLD- 829 N
Garfield St1/15/2025
LIGHTING FIXTURE SCHEDULE
SYMBOL DESCRIPTION LAMP VOLT WATT
LED RECESSED DOWNLIGHT, DIMMABLE, HIGH EFFICACY
LITHONIA LDN6 SERIES OR APPROVED EQUAL LED 120 18
LED WALL SCONE, HIGH EFFICACY W/ PHOTO SENSOR/ASTRONOMICAL TIME CLOCK
WAC LIGHTING WS-W52610 SERIES OR APPROVED EQUAL LED 120 12
EE LIGHT FIXTURE WITH 90 MINUTES EMERGENCY BATTERY PACK
VERIFY WITH MANUFACTURER FOR OPTION/INVERTER IF NOT AVAILABLE ---120 ---
X LED EXIT SIGN WITH 90 MINUTES BATTERY PACK
LITHONIA EXR LED M6 OR EQUIVALENT ---120 ---
120V, SINGLE POLE, MAX 3% VOLTAGE DROP
LENGTH OF RUN
COPPER
COPPER
COPPER
COPPER
COPPER
ALUMINUM
ALUMINUM
AMP LOAD200'150'100'50'25'
14
12
10
1
1/0
3/0
250
12
12
10
1
1/0
3/0
250
10
8
6
1
2/0
3/0
300
8
6
4
2/0
4/0
300
600
6
4
4
4/0
300
500
900
15 AMP
20AMP
30 AMP
100 AMP
100 AMP
200 AMP
200 AMP
NOTE:
THE MAXIMUM COMBINED VOLTAGE DROP ON BOTH INSTALLED FEEDER CONDUCTORS AND BRANCH CIRCUIT
CONDUCTORS TO THE FARTHEST CONNECTED LOAD OR OUTLET SHALL NOT EXCEED 5 PERCENT.
TYPICAL ELECTRICAL DEVICE MOUNTING HEIGHTS
SCALE
NTS
48"
DISC. SW.
CL.
72" MAX
12" MIN
ELECTRICAL PANEL
44"
G
18"
72"44"
CLOCK
48"
WITHIN 18"
WITHIN 60"
80"
EXIT E
F I R
18"
96"
84"
44"
24"
EX
T
E
R
I
O
R
R
E
C
E
P
T
A
C
L
E
G
26"
FINISH FLOOR
NOTES:
1.THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL TELEVISION OUTLETS WITH THE ARCHITECT
PRIOR TO INSTALLATION.
2.ALL DEVICES SHOWN ON THIS DETAIL ARE FOR REFERENCES OF MOUNTING HEIGHTS ONLY. THE ELECTRICAL CONTRACTOR
SHALL FIELD ADJUST THE HEIGHTS OF THE DEVICES AS REQUIRED FOR PROPER MOUNTING OF THE DEVICES.
3.ALL DEVICES REQUIRED FOR THIS PROJECT MAY NOT APPEAR ON THIS DETAIL. ALL ITEMS SHOWN ON THIS DETAIL MAY NOT
B REQUIRED OF THIS PROJECT.
4.FIRE ALARM HORN/STROBES ARE TO BE MOUNTED NO HIGHER THAN 96" AND NO LOWER THAN 80" ON CENTER.
G
36"
GFCI
DRYER
WASHER
GFCI
GFCI
STACKABLE
WASHER & DRYER
48"
50" (MAX)
TO TOP
OF BOX
WP/
GFCI
1
SINGLE LINE DIAGRAM NOTES
1.CONTRACTOR/ELECTRICIAN TO FIELD VERIFY ACTUAL SITE CONDITION
/EXACT SERVICE ENTRANCE AND SHALL NOTIFY EOR(S) ANY DISCREPANCY
WITH THE PLAN PRIOR TO BIDDING.
2.CONTRACTOR TO VERIFY ALL EQUIPMENT DIMENSIONS AND CLEARANCES
WITH FIELD CONDITION PRIOR TO ORDERING EQUIPMENT.
3.ALL EQUIPMENT TO BE LISTED BY A RECOGNIZED TESTING AGENCY.
TERMINALS TO BE RATED FOR ALUMINUM AND COPPER WIRE.
4.CONTRACTOR TO OBTAIN A FAULT CURRENT LETTER FROM UTILITY
COMPANY PRIOR TO PURCHASE OF ANY EQUIPMENT (IF ANY) FOR AIC
VERIFICATION. EQUIPMENT CUTSHEETS AND FAULT CURRENT LETTER TO BE
PROVIDED UPON INSPECTION.
5.IF APPLICABLE, ALL NEW CIRCUIT BREAKERS INSTALLED ON EXISTING
PANEL/SWITCHBOARD SHALL MATCH THE HIGHEST EXISTING AIC RATED
BREAKER WITHIN THAT PANEL/BOARD. INSPECTOR TO VERIFY HIGHEST AIC
RATING AT THE SITE.
6.MAIN SERVICE DISCONNECT AMPERAGE MUST BE PERMANENTLY MARKED
7.ALL SYSTEM TO BE FULLY RATED SYSTEM. IF SYSTEM IS SERIES RATED, ALL
COMPONENTS MUST BE FROM THE SAME MANUFACTURER. LISTED BREAKER
COMBINATIONS SHALL BE AVAILABLE TO THE AUTHORITY HAVING
JURISDICTION UPON REQUEST.
8.IF APPLICABLE, ALL EQUIPMENT LABELED/IDENTIFIED AS EXISTING, ARE
SUBJECT TO FIELD VERIFICATION.
9.ARC-FLASH HAZARD WARNING FIELD MARKING TO BE PROVIDED ON
ELECTRICAL EQUIPMENT, SUCH AS SWITCHBOARDS, PANEL BOARDS, METER
SOCKET ENCLOSURES AND MCC THAT ARE IN OTHER THAN DWELLING UNITS.
[2022 CEC 110.21(B)]
NOTES:
1.FIXTURE SHALL HAVE MIN. OF 10 YEARS MANUFACTURER WARRANTY ON ALL COMPONENTS.
2.FIXTURES SHALL HAVE APPROPRIATE U.L. LABEL (i.c., DAMP OR WET) AS REQUIRED BY CODES AND ORDINANCES.
3.FIXTURES SHALL INCLUDE ALL ACCESSORIES FOR INSTALLATION ACCORDING TO MANUFACTURER'S SHOP
DRAWINGS AND AS REQUIRED BY CODES AND LOCAL ORDINANCES.
4.PRIOR TO ORDERING ANY LIGHTING EQUIPMENT, THE CONTRACT OR SHALL COORDINATE ALL FIXTURE
LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND CEILING CAVITY DEPTHS.
5.ALL LAMPS SHALL BE PROVIDED AND INSTALLED ACCORDING TO THE ATTACHED FIXTURE SCHEDULE AND
SPECIFICATIONS. ENSURE COMPATIBILITY BETWEEN FIXTURE, LAMP(S) AND BALLAST(S).
6.CONTRACTOR SHALL VERIFY FIXTURE VOLTAGES AND CEILING TRIM COMPATIBILITY PRIOR TO ORDERING
FIXTURE.
7.PROVIDE APPROVED FIRE-RATED ENCLOSURES FOR ALL LIGHTING FIXTURES LOCATED IN FIRE-RATED CEILINGS.
8.LIGHTING FIXTURE CATALOG NUMBERS ARE SERIES TYPE ONLY. PROVIDE ALL NECESSARY HARDWARE AS
REQUIRED BY THE SPECIFICATIONS, DRAWINGS, AND PROJECT CONDITIONS FOR A COMPLETE INSTALLATION.
9.ALL FIXTURES SHALL BE ORDERED WITH APPROPRIATE BALLAST(S) THAT HAVE U.L. AND CBM LABELS. PROVIDE
MULTIPLE BALLASTS FOR DUAL-LEVEL SWITCHING AND WIRING AS INDICATED ON THE PLANS.
10.ENSURE COMPATIBILITY OF ALL LIGHTING SYSTEM COMPONENTS, ESPECIALLY DIMMED SYSTEMS. FIXTURES,
LAMPS, BALLAST(S), AND DIMMING SYSTEMS/INDIVIDUAL CONTROLS MUST BE FACTORY CERTIFIED COMPATIBLE
FOR FULL RANGE OF DIMMING COMPATIBILITY.
11.LIGHTING FIXTURE MANUFACTURER & MODEL IS FOR REFERENCE ONLY. FIXTURE SHALL BE SELECTED BY
ARCHITECT. POWER AND QUALITY SHALL BE SPECIFICATION GRADE.
SINGLE LINE DIAGRAM
FEEDER CHART
(E)/(N)FEEDER SIZE
S400 (N)3#600- 3 1/2"C (BY UTILITY)
100 (N)3#1, #8GND- 1 1/2"C
#
100
TYP. (2)
(N)
100A
2P
TYP. (2)
(N) PANEL
"R1/R2"
M
(N) PANEL
"HP"
100
(N)
100A
2P
M
(N) UTILITY COMPANY
SECONDARY FEEDER
(N)
400A
2P
S400
G
N
BLDG
STRUCT
STEEL
UFER
GND
GND
ROD
COLD
WTR
PIPE
(N)#2/0GND
GROUND LEVEL
TYP. (2)
D=
1
0
'
Is
c
=
1
6
,
8
8
0
A
%V
D
=
0
.
1
4
%
Isc=20,911
(N) RESIDENTIAL METER STACK "MS"
400A, 120/240V, 1Ø, 3W
22K AIC RATING, NEMA 1 ENCLOSURE
100
TYP. (2)
(N)
100A
2P
TYP. (2)
(N) PANEL
"R3/R4"
M TYP. (2)
100
(N)
100A
2P
(N) PANEL
"R5"
M
(N) PANEL
"R6"
100
M
(N)
100A
2P
TYP. (2)
(N) PANEL
"R7/R8"
100
M
TYP. (2)
(N)
100A
2P
TYP. (2)
TYP. (2)
(N) PANEL
"R9/R10"
100
M
TYP. (2)
(N)
100A
2P
TYP. (2)
2ND LEVEL
ROOF LEVEL
BUILDING STRUCTURAL
STEEL NEC 250.52
BARE COPPER GROUNDING
CONDUCTOR NEC 250-66
(TYPICAL)
CADWELD
(TYPICAL)
BARE COPPER GROUNDING
ELECTRODE BONDED TO
MINIMUM OF 20'-0" OF
1/2" REBAR IN BUILDING
WALL FOOTING PER NEC
250.52
3/4"x10' GROUND
ROD NEC 250.52
VALVE,
METER
OR UNION
SUPPLY
SIDE
JUMPER
BOND TO UNDERGROUND METALLIC
COLD WATER PIPE WITHIN 5FT OF
SERVICE ENTRANCE (PROVIDE SIMILAR
CONNECTION
TO FIRE PROTECTION WATER
SERVICE ENTRANCE)
NEC 250.52
MAIN SERVICE ENTRANCE ALL GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH ARTICLE 250.50 OF
THE NATIONAL ELECTRICAL CODE, BOND THE NEUTRAL AT THE SERVICE ENTRANCE
EQUIPMENT
GROUNDING ELECTRODE SYSTEM DETAIL
SCALE
NTS
2
SELF TAPPING
SCREWS
STANDARD COLORS:
1. NORMAL POWER - BLACK BACKGROUND, WHITE LETTERS
2. EMERGENCY POWER - RED BACKGROUND, WHITE LETTERING
NAMEPLATES ARE REQUIRED ON ALL PANELBOARDS, STARTERS
AND DISCONNECT SWITCHES.
PANELBOARD
PANEL "X"
PANELBOARD
DESIGNATION
ALL PANELS SHALL BE LABELED ON INSIDE OF DOOR WITH
LIST OF CIRCUITS AND THEIR APPROPRIATE NAMES.
3"
1"
EACH PANEL SCHEDULE TO INDICATE THE SOURCE OF POWER
TO THE PANEL. THE LABEL SHALL BE PERMANENTLY AFFIXED.
NAMEPLATE
(TYPICAL)
ENGRAVED LAMACOID,
5/32 INCH LETTERS
PANEL BOARD NAMEPLATE DETAIL
SCALE
NTS
3
120V GFCI BREAKER WIRING DIAGRAM
SCALE
NTS
4
D=
3
0
'
Is
c
=
1
2
,
1
8
3
A
%V
D
=
0
.
2
5
%
D=
9
5
'
Is
c
=
6
,
3
9
8
A
%V
D
=
1
.
3
3
%
INSPECTION NOTES
A.TOTAL ACCESS SHALL BE PROVIDED FOR ALL INSPECTIONS. [CBC 110.1] PER
2022 CALIFORNIA ELECTRICAL CODE (CEC) SECTION90.4, THE AHJ HAS THE
RESPONSIBILITY TO ENFORCE THE CEC REQUIREMENTS.THIS REQUIREMENT
REQUIRES INSPECTIONS AT DIFFERENT STAGES OF WORK TO ENSURE
COMPLIANCE PRIOR TO ANY WORK BEING COVERED OR CLOSED OR
OTHERWISE UNABLE TO BE PROPERLY INSPECTED.
B.EQUIPMENT INSTALLED SUCH AS RECEPTACLE OUTLETS, SWITCHES,
LUMINAIRES FIXED APPLIANCES, SUBPANELS, AND OVERCURRENT
PROTECTIVE DEVICES MUST BE INSTALLED PER THE CEC REQUIREMENTS.
ADDITIONALLY, OTHER CODES HAVE SEPARATE REQUIREMENTS (2022 CAEC,
CALGREEN, CALIFORNIA FIRE CODE. ALL CODE REQUIREMENTS MUST BE
CONSIDERED DURING CONSTRUCTION AND INSPECTION.
C.CEC 110.12 SPECIFIES THE REQUIREMENTS FOR INSTALLATIONS. NEAT AND
WORKMANLIKE INSTALLATIONS ARE MANDATORY; ANY UNUSED OPENINGS
ARE TO BE PROPERLY CLOSED, AND THE INTEGRITY OF ELECTRICAL
EQUIPMENT MUST BE MAINTAINED. ANY DAMAGED CONDUCTORS, PARTS OR
EQUIPMENT MUST BE REPLACED OR RETURNED TO CONDITIONS THAT
EXISTED DURING THEIR MANUFACTURE AND LISTING.
D.ELECTRICAL SUBPANELS AND RELATED EQUIPMENT MUST BE PROPERLY
INSTALLED. THE CEC HAS SPECIFIC REQUIREMENTS THAT ARE FOUND IN
ARTICLE 408 AMONGST OTHER CEC REQUIREMENTS. PANELS MUST MEET THE
PENETRATION REQUIREMENTS WHEN INSTALLED IN FIRE-RATED STRUCTURE.
L1
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V
.
0
9
/
0
4
/
2
0
2
4
N.T.S.
E001
SINGLE LINE
DIAGRAM/
SCHEDULES
J.L.L.N.
HOLD- 829 N
Garfield St1/15/2025
NOTES:
RESIDENTIAL PANEL SCHEDULES ARE PROVIDED FOR REFERENCE ONLY. RESIDENTIAL
LOAD CALCULATION IS PROVIDED SEPARATELY ACCORDING TO NEC SECTION 220.
REFER TO RESIDENTIAL ELECTRICAL NOTE FOR GENERAL REQUIREMENT INFORMATION.
PANEL SCHEDULES
NOTES:
- SHADED GRAY TEXT: EXISTING CKTS TO BE REWIRED
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N
C
H
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.
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2
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PL
A
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4
E002
1/4" = 1'-0"
PANEL
SCHEDULES
J.L.L.N.
HOLD- 829 N
Garfield St1/15/2025
ELECTRICAL DETAIL
MULTI-ZONE INDOOR UNIT SCHEDULE
MARK MANUFACTUER MODEL TON CFM TYPE
COOLING
CAP.
(BTUH)
HEATING
CAP.
(BTUH)
ELECTRICAL WEIGHT
(LBS)
DIMENSIONS
(HxWxD)
(INCHES)V/PH/HZ MCA MOCP
FC 1 -1 MITSUBISHI PKA-A12HA7 1 400 WALL
MOUNTED 12,000 14,000 208/1/60 1 -29 11-5/8 X 35-3/8 X 9-13/16
FC 1 -2 MITSUBISHI PKA-A12HA7 1 400 WALL
MOUNTED 12,000 14,000 208/1/60 1 -29 11-5/8 X 35-3/8 X 9-13/16
FC 2 -1 EXISTING -1 400 WALL
MOUNTED -------
FC 2 -2 EXISTING -1 400 WALL
MOUNTED -------
NOTES:
1 THERMOSTATS INSTALLED AT 48"AFF.
2 EXTEND CONDENSATE DRAIN DIRECTLY TO A LOCAL CODE APPROVED RECEPTOR.
3 INSTALL PER MANUFACTURER'S MANUAL.
#
EQ
MULTI-ZONE OUTDOOR UNIT SCHEDULE
MARK MANUFACTUER MODEL TON
COOLING
CAP.
(BTUH)
HEATING
CAP.
(BTUH)
ELECTRICAL
EER / SEER HSPF WEIGHT
(LBS)
DIMENSIONS
(HxWxD)
(INCHES)V/PH/HZ MCA MOCP
HP -1 MITSUBISHI PUZ-A24NHA7 2 24,000 26,000 208/1/60 19 26 12.2 / 21.4 11 153 40-11/16 x 40-15/16 x 17-11/16
HP -2 EXISTING -2 ---------
NOTES:
1 INSTALL OUTDOOR UNIT WITH DISCONNECT SWITCH AND ALL WEATHERPROOF GFCI.
2 INSTALL PER MANUFACTURER'S MANUAL.
#
EQ
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E003
1/4" = 1'-0"
ELECTRICAL
DETAIL
J.L.L.N.
HOLD- 829 N
Garfield St1/15/2025
ELECTRICAL PLAN - GROUND FLOOR
3#10,
#10GND-
3/4"C
UP
UP
R3 NO
N
-
A
C
C
E
S
S
D
3
S/C
SD VS
VSS S
D 3
R1-23
R1-23
R1-23
R1-23
R1-23
R1-23
PANEL
"R1"
D3
D 3
D
D
VS SS
PANEL
"R2"
S
S/C
R3-23
R3-23
R3-23
R3-23
R3-23
R3-23
PANEL
"R3"
PANEL
"R4"
D
D
S
D
VS SS
S/C
D3 D3
D 3 D 3S
R5-23
R5-23
R5-23
R5-23
R5-23
R5-23
R5-23
HP-3
PANEL
"R5"
UNIT#2
REFER TO ELECTRICAL LAYOUT UNIT#1
UNIT#4
REFER TO ELECTRICAL LAYOUT UNIT#3
UNIT#1
UNIT#3
UNIT#5
S
R1-1/3
R1-5
S M
J
R1-18
R1-13
R1-17
R1-19
R1-20
R1-6
R1-2
+8"CT
+8"CT
R1-4
1-1
FC
1-2
FC
1-1
FC
1-2
FC
J
J
R1-14/16
R1-14/16
#10
#10
R3-6
R3-19
+8"CT
R3-17R3-2
R3-13
R3-1/3
S M
J
R3-18
S
R3-5
+8"CT
+8"CT
+8"CT+8"CT
R3-4
R3-22
J
R4-14/16
#10
J
R4-14/16
#10
R5-2
J
R5-14/16
#10 J
R5-14/16
#10
R5-13R5-1/3
S M
J
R5-18
S
R5-5
R5-17
+8"CT
+8"CT
+8"CT+8"CT
R5-4 R5-8
R5-6
+8"CT
R5-19
WP
HP-4 (TYP.)
WH-1
WH-2
HP-5
HP-9
HP-2
"MS"
PANEL
"HP"
KEYED ELECTRICAL PLAN NOTES:
1.VERIFY/COORDINATE EXACT LOCATION FOR ELECTRICAL EQUIPMENTS AND
PROVIDE/MAINTAIN MINIMUM CLEARANCE. [2022 CEC 110.26]
2.VERIFY EXACT ELECTRICAL INSTALLATION REQUIREMENTS WITH
MANUFACTURER AND PROVIDE PER RECOMMENDATION.
3.WIRE THROUGH PHOTOCELL AND MOTION SENSOR OR ASTRONOMICAL TIME
CLOCK FOR ALL EXTERIOR LIGHT FIXTURES. [2022 CENC 130.2(C)].
4.PROVIDE GFI/WATERPROOF/WEATHER RESISTANT RECEPTACLE WITHIN
25FT OF HEATING, AC, AND REFRIGERATION EQUIPMENT.
5.REFER TO MECHANICAL PLAN AND HVAC SYSTEM CONNECTION SCHEDULE
FOR EXACT LOCATIONS, SPECS AND INSTALLATION REQUIREMENTS.
6.AN ELECTRICAL DISCONNECT SWITCH LABEL SHALL BE PERMANENTLY
AFFIXED, OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT
INVOLVED, AND NOT HANDWRITTEN. CEC 100, 110.22, 404.14 & 408.4(B).
#
1
2
(TYP.)
R1-11
R3-9 R5-9
HP-1
HP-1
HP-1
3
3
3
(TIE)
HP-4
(TIE)
#8
#8 #8
R1-7
UNIT#2
REFER TO GARAGE UNIT#1
UNIT#3
REFER TO GARAGE UNIT#1
UNIT#4
REFER TO GARAGE UNIT#1
UNIT#5
REFER TO GARAGE UNIT#1
UNIT#6
REFER TO GARAGE UNIT#1
UNIT#7
REFER TO GARAGE UNIT#1
UNIT#8
REFER TO GARAGE UNIT#1
UNIT#9
REFER TO GARAGE UNIT#1
UNIT#10
REFER TO GARAGE UNIT#1
TYP. GARAGE DOOR
GENERAL NOTES:
NOTES:
REFER TO MECHANICAL PLAN FOR HVAC SYSTEM INFO. VERIFY INSTALLATION REQUIREMENTS
WITH MANUFACTURER AND PROVIDE PER RECOMMENDATION.
GENERAL NOTES:
1.SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS:
A.IN EACH SLEEPING ROOM. [2022 CRC R314.3(1)]
B.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS [2022 CRC R314.3(2)]
C.ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND
HABITABLE ATTICS. [2022 CRC R314.3(3)]
D.INSTALLATION NEAR BATHROOMS. SMOKE ALARMS SHALL BE INSTALLED NOT LESS
THAN A 3 FOOT HORIZONTAL DISTANCE FROM THE DOOR OR OPENING OF A
BATHROOM THAT CONTAINS A BATHTUB OR SHOWER. [2022 CRC R314.3(5)]
E.SMOKE ALARMS OR SMOKE DETECTORS SHALL BE INSTALLED A MINIMUM OF 20
FEET HORIZONTAL DISTANCE FROM A PERMANENTLY INSTALLED COOKING
APPLIANCE. [2022 CRC R314.3.3, NFPA72 29.9.3.4(4)]
F.SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN A 36 IN.
HORIZONTAL PATH FROM THE SUPPLY REGISTERS OF A FORCED AIR HEATING OR
COOLING SYSTEM AND SHALL BE INSTALLED OUTSIDE OF THE DIRECT AIRFLOW
FROM THOSE REGISTERS. [2022 CRC R314.3.3, NFPA72 29.9.3.4(6)]
2.CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS:
A.OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS.[2022 CRC R315.3(1)]
B.ON EVERY OCCUPIABLE LEVEL OF A DWELLING UNIT, INCLUDING BASEMENTS. [2022
CRC R315.3(2)]
C.WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS
ATTACHED BATHROOM, A CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN
THE BEDROOM. [2022 CRC R315.3(3)]
3.WHERE MORE THAN ONE SMOKE ALARM OR CARBON MONOXIDE ALARM IS REQUIRED
TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING OR SLEEPING UNIT, THE ALARMS
SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE
ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. [2022 CRC R314.4,
R315.5]
4.SMOKE ALARMS AND CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY
POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY
BACKUP. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH
OTHER THAN AS REQUIRED FOR OVERCURRENT PROTECTION. [2022 CRC R314.6,
R315.6]
5.SMOKE ALARMS AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE
WITH UL 217. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE
LISTED IN ACCORDANCE WITH UL 217 AND UL 2034. [2022 CRC R314.1.1, R315.1.1]
6.AFCI PROTECTION: ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH
CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS,
FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, BEDROOMS,
CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE AFCI
PROTECTED. [2022 CEC 210.12(A)]
7.GFCI PROTECTION: ALL 125-VOLT THROUGH 250-VOLT RECEPTACLES INSTALLED IN
THE FOLLWOING LOCATIONS AND SUPPLIED BY SINGLE-PHASE BRANCH CIRCUITS
RATED 150 VOLTS OR LESS TO GROUND SHALL HAVE GROUND-FAULT
CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL. [2022 CEC 210.8(A)]
A.BATHROOMS
B.GARAGES AND ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR
BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO
STORAGE AREAS, WORK AREAS, AND SIMILAR
C.OUTDOORS
D.BASEMENTS
E.KITCHENS
F.LAUNDRY AREAS
G.INDOOR DAMP AND WET LOCATIONS
8.PROVIDE LISTED TAMPER-RESISTANT RECEPTACLES IN ALL AREAS EXCEPT
RECEPTACLES LOCATED MORE THAN 5 1/2 FT ABOVE THE FLOOR AND A SINGLE
RECEPTACLE, OR A DUPLEX RECEPTACLE FOR TWO APPLIANCES, LOCATED WITHIN
THE DEDICATED SPACE FOR EACH APPLIANCE. [2022CEC 406.12]
9.RECEPTACLE LOCATION AND SPACING BETWEEN ADJACENT RECEPTACLE SHALL BE
PER [2022 CEC 210.52].
10.ALL WORK TO COMPLY WITH THE [2022 CEC].
11.ELECTRICAL EQUIPMENT SHALL BE LISTED BY A CITY RECOGNIZED ELECTRICAL
TESTING LABORATORY OR APPROVED BY THE CITY DEPARTMENT.
12.LIGHTS AND PANELS SHALL NOT BE RECESSED IN FIRE RATED ASSEMBLIES UNLESS
BOXED WITH EQUIVALENT CONSTRUCTION.
13.PANEL CIRCUIT DIRECTORY TO COMPLY WITH [2022 CEC 408.4] .
14.ALL ATTIC ACCESSES SHALL BE PROVIDED WITH A SWITCHED LIGHT AND 120 VOLT
OUTLET AT OR NEAR THE FORCED AIR UNIT. [2022 CEC 210.70(C)]
15.RECEPTACLES/PARTS OF CORD-CONNECTED LUMINAIRES SHALL NOT BE INSTALLED
AND LIGHTING FIXTURES SHALL BE LISTED FOR A WET LOCATION WITHIN A ZONE
MEASURED 3FT HORIZONTALLY AND 8 FT VERTICALLY FROM THE TOP OF THE
BATHTUB RIM OR SHOWER STALL. [2022 CEC 406.9(C), 410.10(D)]
16.BATHROOM EXHAUST FAN MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE
READILY ACCESSIBLE. [2022 CALGREEN 4.506.1]
17.AT LEAST ONE READILY ACCESSIBLE OUTDOOR RECEPTACLE FROM GRADE SHALL BE
INSTALLED FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING, AND EVERY
BALCONIES/DECKS WITH WEATHER PROOF COVER OF EXTERIOR OUTLETS. [2022 CEC
210.52 (E), 406.9(B)(2)]
18.ALL LIGHTING SHALL BE HIGH EFFICACY. [2022 CENC 150.0(K), TABLE 150.0-A]
19.IN BATHROOMS, GARAGES, LAUNDRY ROOMS, UTILITY ROOMS, AND WALK-IN CLOSETS,
AT LEAST ONE INSTALLED LUMINAIRE SHALL BE CONTROLLED BY AN OCCUPANCY OR
VACANCY SENSOR PROVIDING AUTOMATIC-OFF FUNCTIONALITY. [2022 CENC
150.0(K)(2)(E)]
20.LIGHTING IN HABITABLE SPACES, INCLUDING BUT NOT LIMITED TO LIVING ROOMS,
DINING ROOMS, KITCHENS, AND BEDROOMS, SHALL HAVE READILY ACCESSIBLE
WALL-MOUNTED DIMMING CONTROLS EXCEPT LUMINAIRES CONNECTED TO A CIRCUIT
WITH CONTROLLED LIGHTING POWER LESS THAN 20 WATTS OR CONTROLLED BY AN
OCCUPANCY/VACANCY SENSOR. [2022 CENC 150.0(K)(2)(F), EXCEPTION 2]
21.OUTDOOR LIGHTING CONNECTED TO A BUILDING MUST BE CONTROLLED WITH A
MANUAL ON/OFF SWITCH PLUS AN ASTRONOMICAL TIMECLOCK, OR PHOTOCELL AND
EITHER MOTION SENSOR OR AUTOMATIC AND TIME SWITCH. [2022 CENC 150.0(K)(3)(A)]
22.AT LEAST ONE READILY ACCESSIBLE OUTDOOR RECEPTACLE FROM GRADE SHALL BE
INSTALLED FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING, AND EVERY
BALCONIES/DECKS WITH WEATHER PROOF COVER OF EXTERIOR OUTLETS. [2022 CEC
210.52 (E), 406.9(B)(2)]
23.NEW OR REPLACEMENT GARAGES SHALL HAVE BATTERY BACK-UP INSTALLED FOR
ANY GARAGE DOOR OPENERS. [SB969].
UNIT#1
GARAGE
1-2
FC
1-1
FC
1
HP
1
HP
1
HP
1
HP 1
HP
1
HP
1
HP
1
HP
1
HP
HP-6F
R1-14/16
3#10,
#10GND-
3/4"C
F25AF/30AS
/2P/WP
R3-14/16
25AF/30AS
/2P/WP
(UNIT 1)
3#10,
#10GND-
3/4"C
F25AF/30AS
/2P/WP
R4-14/16
3#10,
#10GND-
3/4"C
F25AF/30AS
/2P/WP
R5-14/16
3#10,
#10GND-
3/4"C
F25AF/30AS
/2P/WP
R6-14/16
3#10,
#10GND-
3/4"C
F25AF/30AS
/2P/WP
R7-14/16
3#10,
#10GND-
3/4"C
F25AF/30AS
/2P/WP
R8-14/16
3#10,
#10GND-
3/4"C
F25AF/30AS
/2P/WP
R9-14/16
3#10,
#10GND-
3/4"C
F25AF/30AS
/2P/WP
R10-14/16
(UNIT 2)(UNIT 5)(UNIT 7)(UNIT 9)(UNIT 4)(UNIT 6)(UNIT 8)(UNIT 10)
WP
(TYP.)
WP
(TYP.)
6 5
(TYP.)
6 5
(TYP.)44
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PLOT DATE: 9/12/2024 5:11:28 PM
CD
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E100
1/4" = 1'-0"
ELECTRICAL
PLAN - GROUND
FLOOR
J.L.L.N.
HOLD- 829 N
Garfield St1/15/2025
ELECTRICAL PLAN - 2ND FLOOR
KEYED ELECTRICAL PLAN NOTES:
1.EMERGENCY/NL AND EXIT FIXTURES TO BE CONNECTED TO NEARBY ROOM
LIGHTING CIRCUIT AHEAD OF LOCAL SWITCH PER CEC 700.12(F)(2).
2.WIRE THROUGH PHOTOCELL AND MOTION SENSOR OR ASTRONOMICAL TIME
CLOCK FOR ALL EXTERIOR LIGHT FIXTURES. [2022 CENC 130.2(C)].
#
D
3
D
3
D 3D3
D
D
D
3
D
3
VS SS
S
S
S/C
S/C
R6-23
R6-23
R6-23
R6-23
R6-23
R6-23
R6-23
R6-23
D3
D 3D
S/C
S
D
VS SS
R7-23
R7-23
R7-23
R7-23R7-23
R7-23
UNIT#8
REFER TO ELECTRICAL LAYOUT UNIT#7UNIT#7
UNIT#6
D
3
D
3
D3
D
3
D D
VS
S
S S
S/C
S/C
VS SS S
R9-23
R9-23 R9-23
R9-23
R9-23
R9-23
R9-23
R9-23R9-23R9-23D
3
D
3
D 3
D3
D
S S
D
VS
SS
R10-23
R10-23 R10-23
R10-23
R10-23
R10-23R10-23
S/C
S/C
PANEL
"R6"PANEL
"R7"
PANEL
"R8"
PANEL
"R9"
PANEL
"R10"
D
D
X
1
EE
EE
X
1
HP-7
HP-7
R6-1/3
S M
J
R6-18
S
R6-5
R6-13
R6-17
+8"CT
R6-19R6-21
R6-2
+8"CT
+8"CT
+8"CT
+8"CT
R6-4
R6-6
R6-24
R6-22
1-1
FC
1-2
FC
1-2
FC
1-1
FC
1-1
FC
1-1
FC
1-2
FC
1-2
FC
J
R6-14/16
#10
J
R6-14/16
#10
R7-1/3
S M
J
R7-18
S
R7-5
R7-13
+8"CT
+8"CT
+8"CT
R7-4
R7-17
+8"CT
R7-19
R7-2
R7-22
R7-6
+8"CT
J
R7-14/16
#10
J
R7-14/16
#10
R9-1/3
S M
J
R9-18R9-13
S
R9-5 R9-17
+8"CT
R9-19
+8"CT
+8"CT
+8"CT
R9-4
R9-21 R9-2
R9-22
+8"CT
R9-19
R9-6
J
R9-14/16
#10
J
R9-14/16
#10
R10-13
R10-1/3
S M
J
R10-18
S
R10-5
+8"CT
R10-4
R10-6
R10-21 R10-2
R10-22
J
R10-14/16
#10
R10-14/16
#10 J
OS
OS
GENERAL NOTES:
R6-9
R7-9
R9-9
R10-9
HP-11
2
WP
(TYP.)
HP-8
EE EE
EE
EE
EE
#8
#8
#8
#8
R10-17
NOTES:
REFER TO MECHANICAL PLAN FOR HVAC SYSTEM INFO. VERIFY INSTALLATION REQUIREMENTS
WITH MANUFACTURER AND PROVIDE PER RECOMMENDATION.
GENERAL NOTES:
1.SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS:
A.IN EACH SLEEPING ROOM. [2022 CRC R314.3(1)]
B.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS [2022 CRC R314.3(2)]
C.ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND
HABITABLE ATTICS. [2022 CRC R314.3(3)]
D.INSTALLATION NEAR BATHROOMS. SMOKE ALARMS SHALL BE INSTALLED NOT LESS
THAN A 3 FOOT HORIZONTAL DISTANCE FROM THE DOOR OR OPENING OF A
BATHROOM THAT CONTAINS A BATHTUB OR SHOWER. [2022 CRC R314.3(5)]
E.SMOKE ALARMS OR SMOKE DETECTORS SHALL BE INSTALLED A MINIMUM OF 20
FEET HORIZONTAL DISTANCE FROM A PERMANENTLY INSTALLED COOKING
APPLIANCE. [2022 CRC R314.3.3, NFPA72 29.9.3.4(4)]
F.SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN A 36 IN.
HORIZONTAL PATH FROM THE SUPPLY REGISTERS OF A FORCED AIR HEATING OR
COOLING SYSTEM AND SHALL BE INSTALLED OUTSIDE OF THE DIRECT AIRFLOW
FROM THOSE REGISTERS. [2022 CRC R314.3.3, NFPA72 29.9.3.4(6)]
2.CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS:
A.OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS.[2022 CRC R315.3(1)]
B.ON EVERY OCCUPIABLE LEVEL OF A DWELLING UNIT, INCLUDING BASEMENTS. [2022
CRC R315.3(2)]
C.WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS
ATTACHED BATHROOM, A CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN
THE BEDROOM. [2022 CRC R315.3(3)]
3.WHERE MORE THAN ONE SMOKE ALARM OR CARBON MONOXIDE ALARM IS REQUIRED
TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING OR SLEEPING UNIT, THE ALARMS
SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE
ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. [2022 CRC R314.4,
R315.5]
4.SMOKE ALARMS AND CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY
POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY
BACKUP. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH
OTHER THAN AS REQUIRED FOR OVERCURRENT PROTECTION. [2022 CRC R314.6,
R315.6]
5.SMOKE ALARMS AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE
WITH UL 217. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE
LISTED IN ACCORDANCE WITH UL 217 AND UL 2034. [2022 CRC R314.1.1, R315.1.1]
6.AFCI PROTECTION: ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH
CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS,
FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, BEDROOMS,
CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE AFCI
PROTECTED. [2022 CEC 210.12(A)]
7.GFCI PROTECTION: ALL 125-VOLT THROUGH 250-VOLT RECEPTACLES INSTALLED IN
THE FOLLWOING LOCATIONS AND SUPPLIED BY SINGLE-PHASE BRANCH CIRCUITS
RATED 150 VOLTS OR LESS TO GROUND SHALL HAVE GROUND-FAULT
CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL. [2022 CEC 210.8(A)]
A.BATHROOMS
B.GARAGES AND ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR
BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO
STORAGE AREAS, WORK AREAS, AND SIMILAR
C.OUTDOORS
D.BASEMENTS
E.KITCHENS
F.LAUNDRY AREAS
G.INDOOR DAMP AND WET LOCATIONS
8.PROVIDE LISTED TAMPER-RESISTANT RECEPTACLES IN ALL AREAS EXCEPT
RECEPTACLES LOCATED MORE THAN 5 1/2 FT ABOVE THE FLOOR AND A SINGLE
RECEPTACLE, OR A DUPLEX RECEPTACLE FOR TWO APPLIANCES, LOCATED WITHIN
THE DEDICATED SPACE FOR EACH APPLIANCE. [2022CEC 406.12]
9.RECEPTACLE LOCATION AND SPACING BETWEEN ADJACENT RECEPTACLE SHALL BE
PER [2022 CEC 210.52].
10.ALL WORK TO COMPLY WITH THE [2022 CEC].
11.ELECTRICAL EQUIPMENT SHALL BE LISTED BY A CITY RECOGNIZED ELECTRICAL
TESTING LABORATORY OR APPROVED BY THE CITY DEPARTMENT.
12.LIGHTS AND PANELS SHALL NOT BE RECESSED IN FIRE RATED ASSEMBLIES UNLESS
BOXED WITH EQUIVALENT CONSTRUCTION.
13.PANEL CIRCUIT DIRECTORY TO COMPLY WITH [2022 CEC 408.4] .
14.ALL ATTIC ACCESSES SHALL BE PROVIDED WITH A SWITCHED LIGHT AND 120 VOLT
OUTLET AT OR NEAR THE FORCED AIR UNIT. [2022 CEC 210.70(C)]
15.RECEPTACLES/PARTS OF CORD-CONNECTED LUMINAIRES SHALL NOT BE INSTALLED
AND LIGHTING FIXTURES SHALL BE LISTED FOR A WET LOCATION WITHIN A ZONE
MEASURED 3FT HORIZONTALLY AND 8 FT VERTICALLY FROM THE TOP OF THE
BATHTUB RIM OR SHOWER STALL. [2022 CEC 406.9(C), 410.10(D)]
16.BATHROOM EXHAUST FAN MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE
READILY ACCESSIBLE. [2022 CALGREEN 4.506.1]
17.AT LEAST ONE READILY ACCESSIBLE OUTDOOR RECEPTACLE FROM GRADE SHALL BE
INSTALLED FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING, AND EVERY
BALCONIES/DECKS WITH WEATHER PROOF COVER OF EXTERIOR OUTLETS. [2022 CEC
210.52 (E), 406.9(B)(2)]
18.ALL LIGHTING SHALL BE HIGH EFFICACY. [2022 CENC 150.0(K), TABLE 150.0-A]
19.IN BATHROOMS, GARAGES, LAUNDRY ROOMS, UTILITY ROOMS, AND WALK-IN CLOSETS,
AT LEAST ONE INSTALLED LUMINAIRE SHALL BE CONTROLLED BY AN OCCUPANCY OR
VACANCY SENSOR PROVIDING AUTOMATIC-OFF FUNCTIONALITY. [2022 CENC
150.0(K)(2)(E)]
20.LIGHTING IN HABITABLE SPACES, INCLUDING BUT NOT LIMITED TO LIVING ROOMS,
DINING ROOMS, KITCHENS, AND BEDROOMS, SHALL HAVE READILY ACCESSIBLE
WALL-MOUNTED DIMMING CONTROLS EXCEPT LUMINAIRES CONNECTED TO A CIRCUIT
WITH CONTROLLED LIGHTING POWER LESS THAN 20 WATTS OR CONTROLLED BY AN
OCCUPANCY/VACANCY SENSOR. [2022 CENC 150.0(K)(2)(F), EXCEPTION 2]
21.OUTDOOR LIGHTING CONNECTED TO A BUILDING MUST BE CONTROLLED WITH A
MANUAL ON/OFF SWITCH PLUS AN ASTRONOMICAL TIMECLOCK, OR PHOTOCELL AND
EITHER MOTION SENSOR OR AUTOMATIC AND TIME SWITCH. [2022 CENC 150.0(K)(3)(A)]
22.AT LEAST ONE READILY ACCESSIBLE OUTDOOR RECEPTACLE FROM GRADE SHALL BE
INSTALLED FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING, AND EVERY
BALCONIES/DECKS WITH WEATHER PROOF COVER OF EXTERIOR OUTLETS. [2022 CEC
210.52 (E), 406.9(B)(2)]
23.NEW OR REPLACEMENT GARAGES SHALL HAVE BATTERY BACK-UP INSTALLED FOR
ANY GARAGE DOOR OPENERS. [SB969].
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E101
1/4" = 1'-0"
ELECTRICAL
PLAN - 2ND
FLOOR
J.L.L.N.
HOLD- 829 N
Garfield St1/15/2025
36.ROUND AND RECTANGULAR DUCTWORK ARE INTERCHANGEABLE IF CROSS
SECTION AREAS ARE EQUIVALENT. CONTRACTOR IS TO VERIFY THE EXACT
CEILING SPACE AND INTERCHANGE THE DUCT SIZE TO FIT THE CEILING
SPACE WITHOUT ADDITIONAL FEE CHARGE.
37.ALL FACTORY-FABRICATED DUCT SYSTEMS SHALL COMPLY WITH UL 181
FOR DUCTS AND CLOSURE SYSTEMS, INCLUDING COLLARS, CONNECTIONS,
AND SPLICES, AND BE LABELED AS COMPLYING WITH UL 181.
38.INSTALL VOLUME CONTROL DAMPERS AT EACH SUPPLY DIFFUSER TO
AFFORD COMPLETE CONTROL OF THE AIR FLOW IN THE VARIOUS DUCT
SYSTEMS. INSTALL SPLITTER DAMPER AT DUCT TAKEOFFS AND DAMPER AS
REQUIRED.
39.AUTOMATIC FIRE DAMPER REQUIREMENTS ARE AS FOLLOWS:
a.PROVIDE AUTOMATIC FIRE DAMPERS AT ALL PENETRATIONS OF
FIRE-RATED CEILINGS AND WALLS THROUGHOUT. CONTRACTOR
SHALL COORDINATE WITH FIRE-RATED CEILING AREAS AND WALLS
AS INDICATED ON ARCHITECTURAL DRAWINGS. THIS NOTE SHALL
TAKE PRECEDENCE OVER ANY OMISSIONS ON THE DRAWINGS. SEE
SPECIFICATIONS.
b.LOCATION OF FIRE-RATED CEILINGS AND WALLS ARE AS INDICATED
ON THE ARCHITECTURAL DRAWINGS.
40.COORDINATE THE LOCATION OF ALL CEILING DIFFUSERS, REGISTERS AND
GRILLES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL
LIGHTING LAYOUT AND ARCHITECTURAL ROOM ELEVATIONS.
41.ALL CEILING DIFFUSERS ARE 4-WAY UNLESS OTHERWISE NOTED.
42.PROVIDE BACK-DRAFT DAMPER FOR ALL EXHAUST AIR DUCT UNLESS
OTHERWISE NOTED PER CODE.
43.EXHAUST TERMINATION SHALL BE MINIMUM 10'-0" AWAY OR 3'-0" ABOVE
FROM ANY FRESH AIR INTAKE, OPERABLE WINDOWS, DOORS AND 10'-0"
MINIMUM ABOVE GRADE.
44.PROVIDE ALL FRESH AIR INTAKES AND EXHAUST OUTLETS WITH HOOD, 1/2"
GALVANIZED MESH SCREENS AND OUTSIDE AIR BACK-DRAFT DAMPERS.
45.DUCTS USED FOR DOMESTIC KITCHEN RANGE VENTILATION SHALL BE OF
METAL, OR OTHER APPROVED MATERIAL, AND SHALL HAVE SMOOTH
INTERIOR SURFACES. DUCTS FOR DOMESTIC RANGE HOODS SHALL ONLY
SERVE COOKING APPLIANCES.
46.TOTAL ACCESS SHALL BE PROVIDED FOR ALL INSPECTIONS. [CBC 110.1]
47.VENTILATION FANS SHALL BE LOCATED AND PROPERLY INSTALLED PER THE
CMC, INCLUDING ALL NECESSARY FIRE RATING PROTECTION.
48.EXHAUST DUCTING SHALL BE OF THE PROPER TYPE AND PROPERLY
INSTALLED AND SECURED PER THE CMC, INCLUDING ALL NECESSARY FIRE
RATING PROTECTION.
1.ALL WORK SHALL CONFORM TO MECHANICAL CODE, BUILDING CODE AND
ALL OTHER APPLICABLE CITY CODES AND REGULATIONS.
2.THE CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES.
3.CONTROL LOW VOLTAGE WIRING BY MECHANICAL CONTRACTOR AND
CONDUIT BY ELECTRICAL CONTRACTOR.
4.CONDENSATE DRAIN PIPING AND FINAL CONNECTION TO UNIT BY PLUMBING
CONTRACTOR.
5.G.C. TO VERIFY CURRENT ELECTRICAL POWER CONDITION IN FIELD BEFORE
PURCHASING ANY MECHANICAL EQUIPMENT.
6.CONTRACTOR TO VERIFY MECHANICAL HEATING EQUIPMENT TO BE
CONFORM TO LOCAL EPA STANDARD BEFORE PURCHASING EQUIPMENT.
7.ACCURATE AS-BUILT DRAWINGS SHALL BE MADE DURING CONSTRUCTION
AND SUBMITTED FOR APPROVAL UPON COMPLETION OF INSTALLATION.
8.THE CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR FOR
SIZE AND LOCATION OF DUCTWORK ROOF OPENINGS AND WITH ELECTRICAL
CONTRACTOR FOR ELECTRICAL REQUIREMENTS OF ALL MECHANICAL
EQUIPMENT AND ARCHITECTURAL DRAWINGS FOR AIR DISTRIBUTION
LOCATION.
9.THE CONTRACTOR SHALL SUBMIT BID BASED ON THE DRAWINGS AND
ALTERNATE FOR COST SAVING. THESE DRAWINGS ARE FOR BIDDING
PURPOSES.
10.THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT,
TRANSPORTATION AND SERVICES NECESSARY FOR COMPLETION OF THE
WORK. ALL MATERIALS AND WORK SHALL COMPLY WITH APPLICABLE
CODES AND GOVERNING REGULATIONS AND MEET THE APPROVAL OF THE
LOCAL JURISDICTION.
11.TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE MATERIALS BEFORE,
DURING AND AFTER INSTALLATION. IN THE EVENT OF DAMAGE,
IMMEDIATELY REPAIR ALL DAMAGED AND DEFECTIVE WORK TO THE
APPROVAL OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER.
12.THESE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL OTHER TRADES.
THIS INCLUDES COORDINATING THE LOCATION AND SIZE OF ALL OPENINGS,
LOCATIONS OF EQUIPMENT PADS AND CHANGES OF ELEVATIONS OF
DUCTWORK, PIPING AND OTHER EQUIPMENT.
13.ANY MATERIAL, ARTICLE OR PIECE OF EQUIPMENT OTHER THAN THAT
INDICATED SHALL NOT BE USED UNLESS APPROVED IN WRITING BY THE
ENGINEER AND ANY CHANGES IN MECHANICAL, ELECTRICAL AND/OR OTHER
SYSTEMS REQUIRED DUE TO SUCH SUBSTITUTION SHALL BE THE
RESPONSIBILITY OF THE HVAC CONTRACTOR; AND AT NO ADDITIONAL COST
TO THE OWNER.
14.THE CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING TO VERIFY
LOCATIONS AND SIZES OF ALL EXISTING EQUIPMENT AND INFORM THE
ARCHITECT AND ENGINEER OF ANY DISCREPANCIES.
15.CONTRACTOR TO VERIFY ADEQUATE PLUMBING CONNECTIONS ARE
READILY AVAILABLE FOR EVAPORATIVE COOLERS AND GAS HEATING
SYSTEMS BEFORE PURCHASING EQUIPMENT.
16.COORDINATE ENTIRE INSTALLATION OF THE H.V.A.C. SYSTEM WITH THE
WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR
INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, AND TRANSITIONS AS
REQUIRED FOR A COMPLETE WORKABLE INSTALLATION.
17.CONTRACTOR SHALL SUBMIT A COMPLETE BALANCE REPORT FOR
APPROVAL. SYSTEMS AIR BALANCE SHALL BE PERFORMED BY AN
INDEPENDENT AIR BALANCE CONSULTANT. A CERTIFIED AABC OR NEBB.
THE REPORT SHALL INCLUDE THE FOLLOWING:
a.AIR QUANTITIES AT EACH REGISTER.
b.STATIC PRESSURE READINGS AT INLET AND DISCHARGE OF EACH
AIR HANDLING SYSTEM AND AT INLET OF EACH EXHAUST AIR
SYSTEM.
c.COOLING AND HEATING SUPPLY AND RETURN AIR TEMPERATURES
AT EACH AIR CONDITIONING UNIT.
18.WARRANTIES; 1-YEAR WARRANTY FOR EQUIPMENT, 5-YEAR COMPRESSORS.
REFER TO CONSTRUCTION CONTRACT FOR OTHER APPLICABLE
WARRANTIES.
19.EQUIPMENT SPECIFICATION AND INTERLOCK DIAGRAM SHALL BE
SUBMITTED FOR APPROVAL PRIOR TO PURCHASE OF EQUIPMENT FOR
INSTALLATION.
20.ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE
EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL
FITTINGS, TRANSITIONS, DAMPERS, VALVES AND OTHER DEVICES REQUIRED
FOR A COMPLETE WORKABLE INSTALLATION.
21.ALL HVAC AND FAN UNITS SHOWN ON THE PLAN IS RECOMMENDED. FINAL
MAKE AND MODEL OF THE UNITS WILL BE DETERMINED BY THE
OWNER/MECHANICAL CONTRACTOR WITH AN APPROVAL FROM THE
MECHANICAL ENGINEER.
22.THE HVAC SYSTEM AND COMPONENTS SHALL BE TESTED, ADJUSTED AND
BALANCED IN ACCORDANCE WITH AABC'S NATIONAL STANDARDS FOR
TOTAL SYSTEM BALANCE (6TH EDITION).
23.PROVIDE FILTER FOR AIR CONDITIONING AND/OR AIR SIDE UNITS AS
REQUIRED PER ASHRAE AND MECHANICAL CODE.
24.THERMOSTAT SHALL BE 24 VOLT, ONE STAGE HEATING AND ONE OR TWO
STAGE COOLING WITH MATCHING SUBBASE AND TAMPER PROOF COVER.
25.CONDENSATE PIPING SHALL BE SIZED IN ACCORDANCE WITH MECHANICAL
CODE.
26.CONDENSATE WASTE SHALL CONNECT INDIRECTLY TO THE DRAINAGE
SYSTEM THROUGH AN AIR GAP OR AIR BREAK TO PROPERLY TRAPPED AND
VENTED RECEPTORS, DRY WELLS, OR THE TAILPIECE OF A PLUMBING
FIXTURE.
27.WHERE CONDENSATE WASTE FROM AIR CONDITIONING COILS DISCHARGES
BY DIRECT CONNECTION TO A LAVATORY TAILPIECE OR TO AN APPROVED
ACCESSIBLE INLET ON A BATHTUB OVERFLOW, THE CONNECTION SHALL BE
LOCATED IN AN AREA CONTROLLED BY THE SAME PERSON CONTROLLING
THE AIR-CONDITIONED SPACE.
28.THE REFRIGERATION EQUIPMENT REFRIGERANT SERVICE PORTS LOCATED
OUTDOORS SHALL BE FITTED WITH LOCKING TYPE TAMPER RESISTANT
CAPS OR SHALL BE PROTECTED FROM UNAUTHORIZED ACCESS BY A MEANS
ACCEPTABLE TO THE ENFORCING AGENCY.
29.THE HEATING AND COOLING DUCT SYSTEM IS SIZED IN ACCORDANCE WITH
ASHRAE.
30.G.C. TO VERIFY SUFFICIENCY OF DUCT SPACE BEFORE PURCHASING ANY
MECHANICAL EQUIPMENT.
31.DUCTWORK SHALL BE INSULATED OR LINED AS NOTED ON DRAWINGS. ALL
DUCTWORK EXPOSED ON ROOF SHALL BE INTERNALLY LINED UNLESS
OTHERWISE INDICATED OR SPECIFIED. ALL DUCT SIZES ARE SHEET METAL
SIZES. ALL DUCT JOINTS SHALL BE SEALED PER SPECIFICATIONS.
32.CONNECT MAIN DUCT TO AIR CONDITIONING UNIT WITH WEATHERPROOF
FLEXIBLE CONNECTION. SUN SHIELD OVER ENTIRE FLEXIBLE CONNECTIONS
REQUIRED IF FLEXIBLE CONNECTION IS EXPOSED TO WEATHER.
33.ALL LINED DUCT DIMENSIONS ARE NET CLEAR DIMENSION AFTER LINING
HAS BEEN INSTALLED.
34.ALL DUCTWORK SIZE SHOWN ON PLAN ARE INTERIOR DIAMETER.
CONTRACTOR SHALL ADD INSULATION THICKNESS INTO CONSIDERATION
BEFORE INSTALLATION.
35.DUCTS SHALL BE SUPPORTED WITH 1" WIDE 16-GAUGE HANGER STRAPS
AND SHALL BE SPACED AT NO MORE THAN 7'-0" ON CENTERS AND SHALL BE
SECURED TO STRUCTURAL MEMBER. EXPOSED DUCTWORK ON ROOF
SHALL BE SUPPORTED BY GALVANIZED STEEL ANGLE & SHALL BE PER
LOCAL CODE.
HVAC GENERAL NOTES
PIPE INSULATION THICKNESS
4.
5.
6.
1.
7.
2.
3.
CONCEALED SPACES, CIRCULATION AIR
INSULATION OF DUCTS
FLUID
TEMP.
RANGE
(°F)
CONDUCTIVITY
RANGE
(BTU-"/HR PER
SQFT/°F)
INSULATION
MEAN
RATING
TEMP. (°F)
NOMINAL PIPE DIAMETER (")
INSULATION THICKNESS REQUIRED (")
<1 1 TO
<1.5
1.5 TO
<4
4 TO <8 8 AND
LARGER
251-350
350<
201-250
141-200
105-140
40-60
<40
SPACE COOLING SYSTEMS (CHILLED WATER, REFRIGERANT AND BRINE)
SPACE HEATING, HOT WATER SYSTEMS AND SERVICE WATER HEATING SYSTEMS
0.32-0.34
0.29-0.31
0.27-0.30
0.25-0.29
0.22-0.28
0.21-0.27
0.20-0.26
250
200
150
125
100
75
50
4.5
3.0
2.5
1.5
1.0
0.75
1.0
5.0
4.0
2.5
1.5
1.5
0.75
1.5
5.0
4.5
2.5
2.0
1.5
1
1.5
5.0
4.5
3.0
2.0
1.5
1
1.5
5.0
4.5
3.0
2.0
1.5
1.0
1.5
1.0
A MAINTENANCE LABEL SHALL BE AFFIXED TO MECHANICAL EQUIPMENT AND
A MAINTENANCE MANUAL SHALL BE PROVIDED TO THE OWNER PER
STANDARDS.
EXCEPT AS ALLOWED, THESE CONTROLS SHALL BE ADJUSTABLE TO
PROVIDE A DEAD BAND OF 5 DEGREES F BETWEEN FULL HEATING AND FULL
COOLING. CONTROLS SHALL HAVE THE CAPABILITY OF TERMINATING ALL
HEATING AT A TEMPERATURE NO MORE THAN 70 DEGREES F AND OF
TERMINATING ALL COOLING AT A TEMPERATURE NOT LESS THAN 78
DEGREES F.
EACH HVAC SYSTEM SHALL BE PROVIDED WITH AT LEAST ONE AUTOMATIC
TEMPERATURE CONTROL DEVICE FOR THE REGULATION OF TEMPERATURE
THESE AUTOMATIC TEMPERATURE CONTROL DEVICES SHALL BE CAPABLE
OF BEING SET TO MAINTAIN SPACE TEMPERATURE SET POINTS FROM 55
DEGREES F TO 85 DEGREES F, SHALL BE CAPABLE OF OPERATING THE
SYSTEM HEATING AND/OR COOLING IN SEQUENCE.
EXCEPTIONS: THE FOLLOWING PIPING DOES NOT HAVE TO BE THERMALLY
INSULATED: (1) FACTORY-INSTALLED PIPING WITHIN SPACE CONDITIONING
EQUIPMENT; (2) PIPING THAT CONVEYS FLUIDS THAT HAVE A DESIGN
OPERATING TEMPERATURE RANGE BETWEEN 55 DEGREES AND 105
DEGREES FAHRENHEIT; (3) GAS PIPING; (4) COLD DOMESTIC WATER PIPING;
(5) DRAINS, VENTS, AND WASTE PIPING.
INSPECTION TO BE MADE AND DUCTWORK APPROVED BEFORE COVERING
WITH INSULATION.
TRANSVERSE SUPPLY DUCTS, TAPED OR SEALED WITH MASTIC EXCEPT FOR
DUCTS EXPOSED TO CONDITIONED SPACE, WHERE DUCT STATIC PRESSURE
EXCEEDS 3/4" WATER, LONGTITUDINAL JOINTS, TAPED OR SEALED WITH
MASTIC.
SEALING
INSPECTION
PIPE INSULATION
SPACE-CONDITIONING AND SERVICE WATER-HEATING SYSTEM SHALL BE
INSULATED IN ACCORDANCE WITH THE FOLLOWING TABLE:
INSULATED WIRES, PLASTIC TUBING OR PIPING, PIPE INSULATION,
CONDENSATE PAN INSULATION, WOOD, PVC, ABS AND OTHER PLASTICS) TO
BE IN CONCEALED SPACES USED TO CONVEY CIRCULATING AIR SUPPLY.
WHEN COMBUSTIBLE MATERIAL IS TO BE LOCATED IN THE ABOVE SPACES, IT
SHALL BE APPROVED FOR SUCH INSULATION.
TEMPERATURE CONTROLS
PORTIONS OF SUPPLY-AIR AND RETURN-AIR DUCTS CONVEYING HEATED OR
COOLED AIR LOCATED IN ONE OR MORE OF THE FOLLOWING SPACES SHALL
BE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-8:
1.OUTDOORS; OR
2.IN A SPACE BETWEEN THE ROOF AND AN INSULATED CEILING; OR
3.IN A SPACE DIRECTLY UNDER A ROOF WITH FIXED VENTS OR
OPENINGS TO THE OUTSIDE OR UNCONDITIONED SPACES; OR
4.IN AN UNCONDITIONED CRAWL SPACE; OR
5.IN OTHER UNCONDITIONED SPACES.
PORTIONS OF SUPPLY-AIR DUCTS THAT ARE NOT IN ONE OF THESE SPACES,
INCLUDING DUCTS BURIED IN CONCRETE SLAB, SHALL BE INSULATED TO A
MINIMUM INSTALLED LEVEL OF R-4.2 OR BE ENCLOSED IN DIRECTLY
CONDITIONED SPACE.
1.WHOLE BUILDING VENTILATION/EXHAUST; EXCEED CFM REQUIRED PER ASHRAE STANDARD
62.2 EQUATION 4.1(A), WHOLE HOUSE/BUILDING EXHAUST FAN MINIMUM VENTILATION IS AS
FOLLOWS:
UNIT #1: 27.39 CFM = (413 SF X 0.03) + (7.5 X (1+1 BEDROOMS))
UNIT #2: 27.39 CFM = (413 SF X 0.03) + (7.5 X (1+1 BEDROOMS))
UNIT #3: 32.94 CFM = (598 SF X 0.03) + (7.5 X (1+1 BEDROOMS))
UNIT #4: 32.94 CFM = (598 SF X 0.03) + (7.5 X (1+1 BEDROOMS))
UNIT #5: 30.75 CFM = (525 SF X 0.03) + (7.5 X (1+1 BEDROOMS))
UNIT #6: 44.46 CFM = (732 SF X 0.03) + (7.5 X (2+1 BEDROOMS))
UNIT #7: 32.94 CFM = (598 SF X 0.03) + (7.5 X (1+1 BEDROOMS))
UNIT #8: 32.94 CFM = (598 SF X 0.03) + (7.5 X (1+1 BEDROOMS))
UNIT #9: 44.37 CFM = (729 SF X 0.03) + (7.5 X (2+1 BEDROOMS))
UNIT #10: 44.37 CFM = (729 SF X 0.03) + (7.5 X (2+1 BEDROOMS))
2.WHOLE HOUSE EXHAUST FANS FOR EACH UNIT 80 CFM.
3.WHOLE BUILDING VENTILATION EXHAUST FAN SHALL OPERATE CONTINUOUSLY WITH
MAXIMUM SOUND OF 1 SONE. THESE EXHAUST FANS CAN BE CONTROLLED BY A STANDARD
ON/OFF SWITCHES BUT THE SWITCHES MUST LABELED TO INFORM THE OCCUPANT THE
WHOLE BUILDING VENTILATION EXHAUST FANS MUST OPERATE CONTINUOUSLY WHEN THE
HOUSE IS IN USE.
WHOLE HOUSE VENTILATION CALCULATION HVAC SPECIFICATIONS
SCOPE OF WORK
SHEET INDEX
MECHANICAL NOTES
MECHANICAL SCHEDULES
MECHANICAL PLAN - GROUND FLOOR
MECHANICAL PLAN - 2ND FLOOR
MECHANICAL PLAN - ROOF
HVAC CONDENSATE - GROUND FLOOR
HVAC CONDENSATE - 2ND FLOOR
TITLE 24
TITLE 24
M000
M001
M100
M101
M102
M200
M201
TM00
TM01
·2022 CMC
·2022 BUILDING ENERGY EFFICIENCY STANDARDS
MECHANICAL CODE
·EXISTING MULTI-FAMILY DWELLING RESTORATION / REMODEL.
·PROVIDE NEW MULTI-ZONE SPLIT SYSTEMS.
·PROVIDE DUCTWORKS AND AIR DEVICES THROUGHOUT THE SPACE.
SYMBOLS AND ABBREVIATIONS
T
RETURN AIR PLENUM CROSS-SECTION
SUPPLY AIR PLENUM CROSS-SECTION
EXHAUST AIR
CUBIC FEET PER MINUTE
EXTERNAL STATIC PRESSURE
SIDE WALL RETURN GRILLE
ROOM THERMOSTAT
SUPPLY DIFFUSER
SIDE WALL SUPPLY REGISTER
RETURN AIR GRILLE
EXHAUST AIR GRILLE
ESP
CFM
EA
SWR
RAG
EAG
SWS
CD
SA
RA
EXISTING
FIRE DAMPER
HORSEPOWER
HERTZ
RETURN AIR
TYPICAL
SUPPLY AIR
MANUAL VOLUME DAMPER
RATED LOAD AMPERES
OUTSIDE SUPPLY AIR
SMOKE DETECTOR
STATIC PRESSURE
FULL LOAD AMPERES
VOLT
UNDERCUT DOOR
UP THRU ROOF
VENT THRU ROOF
MVD
V
VTR
TYP
U.T.R.
SD
SA
SP
RA
RLA
OSA
FLA
HP
HZ
EXIST
FD
SD
NOTE:
REFER TO PLAN
SHEETS FOR ANY
ADDITIONAL
LEGEND,
SYMBOLS AND
RELATED
ABBREVIATIONS.
D
U
S ROOM SENSOR
EF
(E)
ROOF MOUNTED EXHAUST FAN
NEWNEW(N)
U/C
CO2 SENSORCO2
1
RTU MECHANICAL EQUIPMENT TAG
POC
NEW DUCT
EXISTING DUCT
CD CONDENSATE DRAINCD
REF REFRIGERANT LINEREF
OSA INTAKE
OSA OSA DUCTOSA
FD
CO SENSORCO
EQUIVALENT LENGTH: 12' ; 90 BEND = 1.
1.USE A 4" DIAMETER SMOOTH WALL RIGID METAL DUCT THAT IS AT LEAST 28 GAUGE.
2.INSTALL DUCT JOINTS SO THAT THE INSIDE PART OF THE JOINT FITS INTO THE OUTSIDE PART OF THE
JOINT IN THE DIRECTION OF THE AIR FLOW.
3.NO FASTEN DUCT JOINTS WITH MECHANICAL FASTENERS SUCH AS SCREWS OR POP RIVETS.
4.SEAL THE DUCT JOINTS WITH METAL TAPE OR MASTIC.
5.FLEXIBLE CLOTHES DRYER TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION.
6.LOCATE THE CLOTHES DRYER EXHAUST DUCT TERMINATION AT LEAST 3' FROM(a) THE PROPERTY
LINE; AND (b) OPERABLE AND NON-OPERABLE OPENINGS.
7.DRYER VENT SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS.
8.SCREENS/LOUVERS SHALL NOT BE INSTALLED AT DRYER VENT TERMINATIONS.
9.PROVIDE A CLEANOUT AT THE BOTTOM OF THE DUCT FOR CLEANING PURPOSES (REMOVAL OF LINT
OR DEBRIS BUILD-UP)
TYPE I DRYER VENT CALCULATION UNIT #1 & #2
EQUIVALENT LENGTH: 14' ; 90 BEND = 2.
1.USE A 4" DIAMETER SMOOTH WALL RIGID METAL DUCT THAT IS AT LEAST 28 GAUGE.
2.INSTALL DUCT JOINTS SO THAT THE INSIDE PART OF THE JOINT FITS INTO THE OUTSIDE PART OF THE
JOINT IN THE DIRECTION OF THE AIR FLOW.
3.NO FASTEN DUCT JOINTS WITH MECHANICAL FASTENERS SUCH AS SCREWS OR POP RIVETS.
4.SEAL THE DUCT JOINTS WITH METAL TAPE OR MASTIC.
5.FLEXIBLE CLOTHES DRYER TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION.
6.LOCATE THE CLOTHES DRYER EXHAUST DUCT TERMINATION AT LEAST 3' FROM(a) THE PROPERTY
LINE; AND (b) OPERABLE AND NON-OPERABLE OPENINGS.
7.DRYER VENT SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS.
8.SCREENS/LOUVERS SHALL NOT BE INSTALLED AT DRYER VENT TERMINATIONS.
9.PROVIDE A CLEANOUT AT THE BOTTOM OF THE DUCT FOR CLEANING PURPOSES (REMOVAL OF LINT
OR DEBRIS BUILD-UP)
TYPE I DRYER VENT CALCULATION UNIT #3 & #4
EQUIVALENT LENGTH: 14' ; 90 BEND = 2.
1.USE A 4" DIAMETER SMOOTH WALL RIGID METAL DUCT THAT IS AT LEAST 28 GAUGE.
2.INSTALL DUCT JOINTS SO THAT THE INSIDE PART OF THE JOINT FITS INTO THE OUTSIDE PART OF THE
JOINT IN THE DIRECTION OF THE AIR FLOW.
3.NO FASTEN DUCT JOINTS WITH MECHANICAL FASTENERS SUCH AS SCREWS OR POP RIVETS.
4.SEAL THE DUCT JOINTS WITH METAL TAPE OR MASTIC.
5.FLEXIBLE CLOTHES DRYER TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION.
6.LOCATE THE CLOTHES DRYER EXHAUST DUCT TERMINATION AT LEAST 3' FROM(a) THE PROPERTY
LINE; AND (b) OPERABLE AND NON-OPERABLE OPENINGS.
7.DRYER VENT SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS.
8.SCREENS/LOUVERS SHALL NOT BE INSTALLED AT DRYER VENT TERMINATIONS.
9.PROVIDE A CLEANOUT AT THE BOTTOM OF THE DUCT FOR CLEANING PURPOSES (REMOVAL OF LINT
OR DEBRIS BUILD-UP)
TYPE I DRYER VENT CALCULATION UNIT #5
WASHER
DRYER
7'
EQUIVALENT LENGTH: 7' ; 90 BEND = 0.
1.USE A 4" DIAMETER SMOOTH WALL RIGID METAL DUCT THAT IS AT LEAST 28 GAUGE.
2.INSTALL DUCT JOINTS SO THAT THE INSIDE PART OF THE JOINT FITS INTO THE OUTSIDE PART OF THE
JOINT IN THE DIRECTION OF THE AIR FLOW.
3.NO FASTEN DUCT JOINTS WITH MECHANICAL FASTENERS SUCH AS SCREWS OR POP RIVETS.
4.SEAL THE DUCT JOINTS WITH METAL TAPE OR MASTIC.
5.FLEXIBLE CLOTHES DRYER TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION.
6.LOCATE THE CLOTHES DRYER EXHAUST DUCT TERMINATION AT LEAST 3' FROM(a) THE PROPERTY
LINE; AND (b) OPERABLE AND NON-OPERABLE OPENINGS.
7.DRYER VENT SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS.
8.SCREENS/LOUVERS SHALL NOT BE INSTALLED AT DRYER VENT TERMINATIONS.
9.PROVIDE A CLEANOUT AT THE BOTTOM OF THE DUCT FOR CLEANING PURPOSES (REMOVAL OF LINT
OR DEBRIS BUILD-UP)
TYPE I DRYER VENT CALCULATION UNIT #6 - #10
WASHER
DRYER
4'
8'
WASHER
DRYER
3'
2''
9'
CEILING 1ST FLOOR
ROOF
WASHER
DRYER
3'
2'
9'
CEILING 1ST FLOOR
ROOF
RE
V
I
S
I
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SHEET TITLE:
DATE: SCALE:
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03/05/2023
PLOT DATE: 9/12/2024 1:26:39 PM
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M000
MECHANICAL
NOTES
C.B.R.C.
HOLD- 829 N
Garfield St1/15/2025
FAN SCHEDULE
MARK EQUIP.CFM SP.
(W.G.)RPM HP FLA MOTOR
(ELEC)
SONES
(DB)
WT
(LBS)
MANUFACTURER &
MODEL NO.REMARKS
EF -1 RESTROOM EXH
FAN 80 0.1"-7.6W 0.1 120 / 1 0.3 12.5 BROAN XB80 1,2,3
KEF-1 KITCHEN EXH FAN 585 0.25"--5.5 120 / 1 13.0 -BROAN E6030TSS 1,2
REMARKS:
1 EQUIVALENT ACCEPTABLE.
2 INSTALL WITH BACKDRAFT DAMPER.
3 WHOLE HOUSE VENTILATION EXHAUST FAN.
#
EQ
2N.T.S.
SCALE:INDOOR UNIT MOUNTING DETAIL1N.T.S.
SCALE:OUTDOOR UNIT MOUNTING DETAIL
WASHER/DRYER DETAIL
MULTI-ZONE INDOOR UNIT SCHEDULE
MARK MANUFACTUER MODEL TON CFM TYPE
COOLING
CAP.
(BTUH)
HEATING
CAP.
(BTUH)
ELECTRICAL WEIGHT
(LBS)
DIMENSIONS
(HxWxD)
(INCHES)V/PH/HZ MCA MOCP
FC 1 -1 MITSUBISHI PKA-A12HA7 1 400 WALL
MOUNTED 12,000 14,000 208/1/60 1 -29 11-5/8 X 35-3/8 X 9-13/16
FC 1 -2 MITSUBISHI PKA-A12HA7 1 400 WALL
MOUNTED 12,000 14,000 208/1/60 1 -29 11-5/8 X 35-3/8 X 9-13/16
FC 2 -1 EXISTING -1 400 WALL
MOUNTED -------
FC 2 -2 EXISTING -1 400 WALL
MOUNTED -------
NOTES:
1 THERMOSTATS INSTALLED AT 48"AFF.
2 EXTEND CONDENSATE DRAIN DIRECTLY TO A LOCAL CODE APPROVED RECEPTOR.
3 INSTALL PER MANUFACTURER'S MANUAL.
#
EQ
MULTI-ZONE OUTDOOR UNIT SCHEDULE
MARK MANUFACTUER MODEL TON
COOLING
CAP.
(BTUH)
HEATING
CAP.
(BTUH)
ELECTRICAL
EER / SEER HSPF WEIGHT
(LBS)
DIMENSIONS
(HxWxD)
(INCHES)V/PH/HZ MCA MOCP
HP -1 MITSUBISHI PUZ-A24NHA7 2 24,000 26,000 208/1/60 19 26 12.2 / 21.4 11 153 40-11/16 x 40-15/16 x 17-11/16
HP -2 EXISTING -2 ---------
NOTES:
1 INSTALL OUTDOOR UNIT WITH DISCONNECT SWITCH AND ALL WEATHERPROOF GFCI.
2 INSTALL PER MANUFACTURER'S MANUAL.
#
EQ
RE
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SHEET TITLE:
DATE: SCALE:
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03/05/2023
PLOT DATE: 7/2/2024 1:16:05 PM
CD
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4
M001
MECHANICAL
SCHEDULES
C.B.R.C.
HOLD- 829 N
Garfield St1/15/2025
OS
D
MR
D
D3
D3
S
S
C
D
MR
OS
D
D3 D3
D3 D3
S S
C
UP
UP
R3NO
N
-
A
C
C
E
S
S
OS
D
MR
D
D3
D3
S
S
C
GM GM GM GM GM GM GM GM GM GM GM
S
D
MR
OS D
D3
D3
S
C
D
MR
OS D
D3
D3
S
S
C
P/M P/M
P/M
P/M
P/MP/M
GENERAL NOTES:
1.IF DRAWINGS ARE INCORRECT FROM THE ACTUAL SITE CONDITION,
CONTRACTOR SHALL NOTIFY ENGINEER(S) AND PROVIDE INFORMATION
REFLECTING ACTUAL CONDITIONS.
2.EXHAUST SHALL TERMINATE NOT LESS THAN 3 FEET FROM A PROPERTY
LINE, 10 FEET FROM A FORCED AIR INLET, AND 3 FEET FROM OPENINGS
INTO THE BUILDING.
KEYED PLAN NOTES:
1.7'' EXHAUST VENT TO SIDE.
2.4'' DRYER VENT TO SIDE.
3.4'' EXHAUST VENT TO SIDE.
4.LOUVER DOOR FOR DRYER MAKEUP AIR. MIN. OPENING 100 SQUARE
INCHES.
5.3' CLEARANCE FROM OPENING.
6.7" EXHAUST UP TO ROOF.
7.4" EXHAUST UP TO ROOF.
8.4" DRYER UP TO ROOF.
#
MECHANICAL PLAN - GROUND FLOOR
1
EF
1
EF
1
EF
1
EF
3
1
3
1
4"Ø
4"Ø
7"Ø
7"Ø
1
KEF
1
KEF
1
KEF
1
KEF
8
1
7"Ø
4"Ø
2
4"Ø
4
4
4
4"Ø
2
4"Ø
1
EF
4"Ø
1
KEF
1
7"Ø
1-1
FC
1-2
FC
1-1
FC
1-2
FC
2-2
FC
2-1
FC
1-2
FC
1-1
FC
1-1
FC
1-2
FC
FSD
5
5
FSD
FSD FSD
2
HP
5 5
7 6
87UNIT#1
UNIT#2
UNIT#3 UNIT#4
UNIT#5 UTILITY
ROOM
GARAGES 1-5 GARAGES 6-10
1
HP
1
HP
1
HP
1
HP
1
HP
1
HP
1
HP
1
HP
1
HP
4"Ø
4"Ø
7
4"Ø
7''Ø
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DATE: SCALE:
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03/05/2023
PLOT DATE: 9/12/2024 1:26:42 PM
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2
7
0
1
DRAWN: CHECKED:
PL
A
N
C
H
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C
K
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V
.
0
4
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2
7
/
2
0
2
3
PL
A
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2
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.
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9
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0
4
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0
2
4
M100
3/16" = 1'-0"
MECHANICAL PLAN -
GROUND FLOOR
C.B.R.C.
HOLD- 829 N
Garfield St1/15/2025
OS
D
MR
D
D3
D3
S
S
C
DN
DD
OS D
MR
3
3
D3
D3
S
C
SS
DD
OS D MR
OS
3
3
D3
D3
S
C
SS
D
D
MR
3
3
S
S S
C
S
C
OSD
D3
D3
D3
DN
OS
D
MR
D
D3
D3
S
S
C
P/M P/MP/M
P/M
P/M
EX
I
T
EXIT
EXIT
GENERAL NOTES:
1.IF DRAWINGS ARE INCORRECT FROM THE ACTUAL SITE CONDITION,
CONTRACTOR SHALL NOTIFY ENGINEER(S) AND PROVIDE INFORMATION
REFLECTING ACTUAL CONDITIONS.
2.EXHAUST SHALL TERMINATE NOT LESS THAN 3 FEET FROM A PROPERTY
LINE, 10 FEET FROM A FORCED AIR INLET, AND 3 FEET FROM OPENINGS
INTO THE BUILDING.
KEYED PLAN NOTES:
1.7'' EXHAUST VENT TO ROOF.
2.4'' DRYER VENT TO ROOF.
3.4'' EXHAUST VENT TO ROOF.
4.4" EXHAUST FROM 1ST FLOOR UP TO ROOF.
5.4" DRYER FROM 1ST FLOOR UP TO ROOF.
6.7" EXHAUST FROM 1ST FLOOR UP TO ROOF.
#
MECHANICAL PLAN - 2ND FLOOR
1
KEF
1
KEF
1
KEF
1
KEF
1
EF
1
EF
1
EF
1
EF
1
1
1
1
33
3
3
2
2
2
1
KEF
1
EF
1
3
2
2
1
EF
3
1-1
FC
1-2
FC
1-2
FC
1-1
FC
1-2
FC
1-1
FC
1-1
FC
1-1
FC
1-2
FC
1-2
FC
6
5
UNIT#6
UNIT#UNIT#8
UNIT#9
UNIT#10
5 44
4
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SHEET TITLE:
DATE: SCALE:
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03/05/2023
PLOT DATE: 9/12/2024 1:26:42 PM
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C
A
9
2
7
0
1
DRAWN: CHECKED:
PL
A
N
C
H
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C
K
R
E
V
.
0
4
/
2
7
/
2
0
2
3
PL
A
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2
8
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2
0
2
3
IN
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6
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2
4
PL
A
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.
0
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2
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2
4
M101
3/16" = 1'-0"
MECHANICAL PLAN -
2ND FLOOR
C.B.R.C.
HOLD- 829 N
Garfield St1/15/2025
GENERAL NOTES:
1.IF DRAWINGS ARE INCORRECT FROM THE ACTUAL SITE CONDITION,
CONTRACTOR SHALL NOTIFY ENGINEER(S) AND PROVIDE INFORMATION
REFLECTING ACTUAL CONDITIONS.
KEYED PLAN NOTES:
1.EXHAUST SHALL TERMINATE NOT LESS THAN 3 FEET FROM A PROPERTY LINE, 10
FEET FROM A FORCED AIR INLET, AND 3 FEET FROM OPENINGS INTO THE BUILDING.
#
MECHANICAL PLAN - ROOF
PROPERTY LINES
11
1 1 1
1 1
1
1
1
DRYER VENT
DRYER VENT
DRYER VENT
DRYER VENT
LOW ROOF (9' HIGH)
HIGH ROOF (25' HIGH)
1
1
1 1
DRYER VENT
DRYER VENT
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03/05/2023
PLOT DATE: 9/12/2024 1:26:43 PM
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SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
DRAWN: CHECKED:
PL
A
N
C
H
E
C
K
R
E
V
.
0
4
/
2
7
/
2
0
2
3
PL
A
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3
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2
4
M102
1/8" = 1'-0"
MECHANICAL PLAN -
ROOF
C.B.R.C.
HOLD- 829 N
Garfield St1/15/2025
HVAC CONDENSATE - GROUND FLOOR
1
1.IF DRAWINGS ARE INCORRECT FROM THE ACTUAL SITE CONDITION,
CONTRACTOR SHALL NOTIFY ENGINEER(S) AND PROVIDE INFORMATION
REFLECTING ACTUAL CONDITIONS.
2.CONDENSATE DRAIN SLOPE AT MIN. 1%.
1.CONDENSATION PIPE DISCHARGE BY DIRECT CONNECTION TO LAV
TAILPIECE.
MINIMUM CONDENSATE PIPE SIZE
EQUIPMENT CAPACITY IN TONS OF
REFRIGERATOIN
MINIMUM CONDENSATE
PIPE DIAMETER
UP TO 20 3 / 4
21-40 1
41-90 1-1/4
91-125 1-1/2
126-250 2
#KEYED PLAN NOTES:
GENERAL NOTES:
OS
D
MR
D
D3
D3
S
S
C
D
MR
OS
D
D3 D3
D3 D3
S S
C
UP
UP
R3NO
N
-
A
C
C
E
S
S
OS
D
MR
D
D3
D3
S
S
C
GM GM GM GM GM GM GM GM GM GM GM
S
D
MR
OS D
D3
D3
S
C
D
MR
OS D
D3
D3
S
S
C
P/M P/M
P/M
P/M
P/MP/M
1-1
FC
1-2
FC
1-1
FC
1-2
FC
2-2
FC
2-1
FC
1-2
FC
1-1
FC
1-1
FC
1-2
FC
3/4"CD
CD
3/4"CD
3/4"CD
1
CD
3/4"CD
3/4"CD
1
CD
CD
3/4"CD
3/4"CD
3/4"CD
1
CD
CD
3/4"CD
3/4"CD
3/4"CD
1
3/4"CD 3/4"CD
RE
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DATE: SCALE:
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03/05/2023
PLOT DATE: 9/12/2024 1:26:44 PM
CD
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9
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82
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A
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L
D
S
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
DRAWN: CHECKED:
PL
A
N
C
H
E
C
K
R
E
V
.
0
4
/
2
7
/
2
0
2
3
PL
A
N
C
H
E
C
K
R
E
V
.
0
9
/
2
8
/
2
0
2
3
IN
S
P
E
C
T
I
O
N
R
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V
.
0
6
/
1
9
/
2
0
2
4
PL
A
N
C
H
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C
K
R
E
V
.
0
9
/
0
4
/
2
0
2
4
M200
3/16" = 1'-0"
HVAC CONDENSATE
- GROUND FLOOR
C.B.R.C.
HOLD- 829 N
Garfield St1/15/2025
1.IF DRAWINGS ARE INCORRECT FROM THE ACTUAL SITE CONDITION,
CONTRACTOR SHALL NOTIFY ENGINEER(S) AND PROVIDE INFORMATION
REFLECTING ACTUAL CONDITIONS.
2.CONDENSATE DRAIN SLOPE AT MIN. 1%.
1.CONDENSATION PIPE DISCHARGE BY DIRECT CONNECTION TO LAV
TAILPIECE.
MINIMUM CONDENSATE PIPE SIZE
EQUIPMENT CAPACITY IN TONS OF
REFRIGERATOIN
MINIMUM CONDENSATE
PIPE DIAMETER
UP TO 20 3 / 4
21-40 1
41-90 1-1/4
91-125 1-1/2
126-250 2
#KEYED PLAN NOTES:
GENERAL NOTES:
HVAC CONDENSATE - 2ND FLOOR
OS
D
MR
D
D3
D3
S
S
C
DN
DD
OS D
MR
3
3
D3
D3
S
C
SS
DD
OS D MR
OS
3
3
D3
D3
S
C
SS
D
D
MR
3
3
S
S S
C
S
C
OSD
D3
D3
D3
DN
OS
D
MR
D
D3
D3
S
S
C
P/M P/MP/M
P/M
P/M
EX
I
T
EXIT
EXIT
1-1
FC
1-2
FC
1-2
FC
1-1
FC
1-2
FC
1-1
FC
1-1
FC
1-1
FC
1-2
FC
1-2
FC
1
3/4"CD
CD
CD
3/4"CD
3/4"CD
3/4"CD
CD
CD
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M201
3/16" = 1'-0"
HVAC CONDENSATE
- 2ND FLOOR
C.B.R.C.
HOLD- 829 N
Garfield St1/15/2025
GENERAL NOTES
1. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY THE EXACT
LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALL UTILITIES AND PIPING, AND
SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.
2. THE PLUMBING SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL CONFORM TO
THE 2022 CPC AND AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICTS
WITH CODES, DRAWINGS, OR SPECIFICATIONS, THE MOST STRINGENT SHALL
PREVAIL.
3. THE DRAWINGS WERE PREPARED WITH THE BEST STRUCTURAL AND
ARCHITECTURAL INFORMATION AVAILABLE. IT IS UNDERSTOOD THAT EQUIPMENT
LOCATIONS AND ROUTING OF PIPING MAY VARY FROM THAT SHOWN ON THE PLANS
AS CONSTRUCTION PROCEEDS. IT IS THE CONTRACTORS RESPONSIBILITY TO:
a. NOTIFY THE MECHANICAL ENGINEER OF CONSTRUCTION RESTRAINTS WHICH
MAKE VARIATIONS FROM THE PLANS NECESSARY.
b. COMPLETE ALL WORK INCLUDING THE VARIATIONS WITHOUT CHARGING EXTRAS
TO THE BID CONTRACT. COMPLETION OF WORK MEANS THE JOB IS WORKING
AND MEETS ALL CITY, COUNTY AND UNIFORM MECHANICAL, PLUMBING AND
BUILDING CODE REQUIREMENTS.
4. THESE DRAWINGS DO NOT INCLUDE ALL NECESSARY SAFETY REQUIREMENTS.
CONTRACTOR TO COMPLY TO THE SAFETY REQUIREMENTS SET FORTH BY THE
LOCAL AUTHORITIES HAVING JURISDICTION.
5. THESE DRAWINGS ARE FOR BIDDING PURPOSES ONLY. THEY ARE ESSENTIALLY
DIAGRAMMATIC TO THE EXTENT THAT MANY OFFSETS, BONDS, UNIONS, SPECIFIC
FITTINGS AND EXACT LOCATIONS ARE NOT INDICATED.
6. THE PLUMBING CONTRACTOR SHALL PROVIDE THE WATER, SEWER AND STORM
DRAIN SYSTEMS AND CONNECT TO EACH DESIGNATED POINT OF CONNECTIONS 5'-0"
OUTSIDE OF THE BUILDING. ALL SEWER SYSTEM SHALL MEET THE REQUIRED INVERT
ELEVATION SHOWN ON THE CIVIL DRAWINGS. PIPING BEYOND THIS POINT IS
SPECIFIED UNDER ANOTHER SECTION OF THE SPECIFICATION AND SHALL BE AS
SHOWN ON THE CIVIL DRAWINGS.
7. THE OWNER SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR
SERVICE AND CONNECTION AND SHALL MAKE APPLICATION FOR SERVICE AND
PERMITS AND SHALL PAY ALL FEES AND CHARGES INCLUDING THE COST OF VAULTS
AND METERS.
8. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH
ELECTRICAL EQUIPMENT, MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING,
SKYLIGHT, ETC.
9. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILING ACCESS
PANELS WITH THE ARCHITECTURAL REFLECTED CEILING PLAN AND ELECTRICAL
LIGHTING PLAN.
10. COORDINATE ALL LOCATIONS, SIZES AND ELEVATIONS OF ALL SLEEVES THROUGH
WALLS, BEAMS, SLABS AND FOOTING WITH STRUCTURAL AND ARCHITECTURAL
DRAWINGS. ALL PIPES SLEEVING THROUGH FOOTINGS SHALL HAVE A SLEEVE
DIAMETER OF TWO PIPE SIZES OVER THE PIPE PASSING THROUGH THE FOOTING.
11. CONTRACTOR MUST NOT CUT, RELOCATE, COMPROMISE, DAMAGE OR OTHERWISE
ALTER THE ROOF STRUCTURE. THE JOISTS WHICH OCCUR THROUGHOUT ALL THE
MECH. BAY AREAS LIKE WISE MUST NOT BE ALTERED.
12. BEFORE FABRICATION OR INSTALLATION, THE CONTRACTOR SHALL VERIFY EXACT
LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER
ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH-IN LOCATIONS AND
REQUIREMENTS SHALL BE COORDINATED IN FIELD.
13. CONNECTION BETWEEN INCOMPATIBLE MATERIALS ABOVE GRADE AND INSIDE
BUILDING SHALL BE MADE WITH TWO (2) DIELECTRIC UNIONS SEPARATED BY A
TWELVE INCH (12") SECTION OF RED BRASS PIPE.
14. ALL FLOOR AND WALL PENETRATIONS MUST BE SEALED WATERTIGHT AND VERMIN
PROOF.
15. ALL EXTERIOR GAS COCKS, WATER SHUTOFF VALVES AND/OR SEWER CLEAN OUTS
BELOW GROUND SHALL BE INSTALLED IN YARD BOXES WITH THE COVERS
CONSPICUOUSLY MARKED "GAS", "WATER", AND "SEWER" RESPECTIVELY.
16. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE
OBTAINED FROM THE ARCHITECTURAL DRAWINGS.
17. SEE ARCHITECTURAL DRAWINGS FOR HANDICAP FIXTURE LOCATIONS AND
MOUNTING HEIGHTS. INSULATE ALL EXPOSED HOT WATER AND DRAIN PIPING BELOW
HANDICAP LAVATORIES AND SINKS WITH INSULATING TAPE AND OFFSET P-TRAP
AGAINST WALL. ALL FLUSH VALVES FOR HANDICAP SHALL BE LOCATED ON HANDICAP
WHEELCHAIR ACCESS SIDE OF STALL.
18. ALL SANITARY WASTE, GREASE WASTE, SOIL AND VENT PIPING SHALL SLOPE AT 2%
UNLESS OTHERWISE INDICATED.
PLUMBING FIXTURE SCHEDULE
MARK ITEM HW CW VENT WASTE DESCRIPTION
WC TANK TYPE WATER CLOSET -- 3/4"2"4"KOHLER WELLWORTH K-3577 TANK TYPE WATER CLOSET. 1.28 GPF. EQUIVALENT ACCEPTABLE.
LAV LAVATORY 1/2" 1/2" 2" 2"KOHLER DEVONSHIRE BATHROOM FAUCET K-394-4. 1.2 GPM. FOR 8" OR 16" CENTERS. EQUIVALENT
ACCEPTABLE. SINK TO BE PROVIDED BY OTHERS.
KS KITCHEN SINK 1/2" 1/2" 2" 2"KOHLER PULL-DOWN SINGLE-HANDLE KITCHEN FAUCET CRUE K-22972. 1.5 GPM @ 60PSI.
EQUIVALENT FIXTURE ACCEPTABLE. SINK TO BE PROVIDED BY OTHERS.
WCO WALL CLEANOUT -- -- -- LINE SIZE ZURN Z1441 WALL CLEANOUT W/SMOOTH ACCESS COVER EQUIVALENT FIXTURE ACCPETABLE.
FCO FLOOR CLEANOUT -- -- -- LINE SIZE ZURN Z1400-B FLOOR CLEANOUT EQUIVALENT FIXTURE ACCEPTABLE.
SHW SHOWER 1/2" 1/2" 2" 2"KOHLER SHOWER HEAD FORTE K-22169-G. 1.75 GPM. EQUIVALENT ACCEPTABLE
W/D WASHER & DRYER 3/4" 3/4" 2" 2"GE APPLIANCES GUD27ESSM/27GSSM STACKED WASHER & DRYER. 20,000 BTUH GAS INPUT FOR
DRYER. EQUIVALENT FIXTURE ACCEPTABLE.
WH WATER HEATER 1-1/2" 1-1/2" -- --
A.O. SMITH BTH-120(A) GAS TANK TYPE WATER HEATER. 100 GAL. 120,000 BTUH INPUT. QUANTITY: 2.
EXPANSION TANK (ZURN MODEL XT-18, 4.8 GAL. INSTALLED WITH WATER HEATER. INSTALL 3"
CONCENTRIC VENT TO ROOF PER MANUFACTURER'S INSTRUCTIONS.
HD HUB DRAIN -- -- 2" 2"ZURN Z1870 HUB DRAIN, 3" DIA. INLET, 2" DIA. OUTLET. EQUIVALENT FIXTURE ACCEPTABLE.
CP CIRCULATING PUMP 3/4" -- -- -- TACO 006E3 SMART PLUS-E ECM HIGH EFFICIENCY HOT WATER RECIRCULATION SYSTEM.
19. ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTORS OR OTHER EQUIPMENT
SHOWN IN WALLS OR ABOVE NON-ACCESSIBLE CEILINGS SHALL BE INSTALLED
BEHIND AN ACCESS PANEL.
20. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BASE BID. HE SHALL
FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS AND FUTURE WORK TO BE
DONE. HE SHALL INCLUDE ALL HIS SITE INFORMATION AND CONDITIONS WITHIN HIS
BASE BID. HE SHALL BE RESPONSIBLE FOR COMPLETE AND FULLY FUNCTIONING
PLUMBING SYSTEMS.
21. PLUMBING CONTRACTOR SHALL COORDINATE COMPLETE PLUMBING INSTALLATION
AND REQUIREMENTS PRIOR TO BASE BID WITH ALL LOCAL DISTRICTS AND
GOVERNING AUTHORITIES. INCLUDE ALL FINDINGS WITHIN THE BASE BID.
22. PROVIDE RECIRCULATION PUMP FOR HOT WATER WHEN THE HOT WATER PIPE IS
OVER 50'.
23. PROVIDE TRAP SEAL PRIMER FOR FLOOR DRAIN SUBJECT TO INFREQUENT USE.
24. ALL PLUMBING, AND GAS LINES SHALL BE CONCEALED WITHIN THE BUILDING
STRUCTURE TO AS GREAT EXTENT AS POSSIBLE. ALL EXPOSED CONDUITS,
PLUMBING, ETC. SHALL BE INSTALLED AT LEAST 6" OFF FLOOR AND 3/4" FROM WALLS
USING STANDOFF BRACKETS.
25. PLUMBING OR PIPING CANNOT BE INSTALLED ACROSS ANY AISLE WAY, TRAFFIC
AREA OR DOOR OPENING.
26. MULTIPLE RUNS OR CLUSTERS OF PIPELINES SHALL BE FURRED IN OR ENCASED IN
AN APPROVED SEALED ENCLOSURE.
27. APPROVED BACKFLOW PREVENTION DEVICES SHALL BE PROPERLY INSTALLED
UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY
AND A SOURCE OF CONTAMINATION. HOSES SHALL NOT BE ATTACHED TO A FAUCET
OR HOSE BIBB UNLESS AN APPROVED BACKFLOW PREVENTER IS PROVIDED.
28. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING
AGENCY.
29. EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6) INCHES
ABOVE THE FLOOD-LEVEL RIM OF THE FIXTURE SERVED BEFORE OFFSETTING
HORIZONTALLY OR BEFORE BEING CONNECTED TO ANY OTHER VENT.
30. EACH VENT SHALL TERMINATE NOT LESS THAN 10 FEET FROM, OR AT LEAST 3 FEET
FROM, OR NOT LESS THAN 3 FEET ABOVE, ANY OPENABLE WINDOW, DOOR, OPENING,
AIR INTAKE, OR VENT SHAFT, OR NOT LESS THAN 3 FEET IN EVERY DIRECTION FROM
ANY LOT LINE.
31. FIELD VERIFY ALL EXISTING PLUMBING CONDITIONS AND EXISTING/NEW HVAC
PLUMBING CONNECTIONS PRIOR TO BIDDING AND START OF WORK.
32. IN THE EVENT THAT THE PLANS DO NOT REPRESENT FIELD CONDITIONS, CONTACT
THE OWNER, ARCHITECT, OR DESIGNATED ENGINEER DESIGNER PRIOR TO START OF
ANY WORK.
33. CAP ALL DOMESTIC WATER PIPING THAT IS SERVING A PLUMBING FIXTURE THAT IS
BEING DEMOLISHED.
34. SUSPENDED PIPING SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED THOSE
SHOWN IN CPC TABLE 313.1.
35. TOTAL ACCESS SHALL BE PROVIDED FOR ALL STAGES OF INSPECTIONS [CBC 110.1]
36. NEW WASTE AND DRAIN SYSTEMS THAT HAVE BEEN INSTALLED NEW, EXTENDED
AND/OR MODIFIED SHALL BE PROPERLY LOCATED, INSTALLED WITH PROPER
SUPPORTS, AT PROPER SLOPES FOR DRAINAGE AND WATER TESTED PER SECTION
701.0 OF THE CPC, AND INCLUDE ALL FIRE RATING PROTECTION.
37. NEW WATER SYSTEMS THAT HAVE BEEN INSTALLED NEW, EXTENDED AND/OR
MODIFIED SHALL BE PROPERLY LOCATED, INSTALLED WITH PROPER SUPPORTS AND
WATER TESTED PER SECTION 601.0 OF THE CPC, AND INCLUDE ALL FIRE RATING
PROTECTION.
38. NEW FUEL GAS SYSTEMS THAT HAVE BEEN INSTALLED NEW, EXTENDED AND/OR
MODIFIED SHALL BE PROPERLY LOCATED, INSTALLED WITH PROPER SUPPORTS, AND
PRESSURE TESTED PER SECTION 1203.0 OF THE CPC, AND INCLUDE ALL FIRE RATING
PROTECTION.
39. TRAP ARMS FOR LAUNDRY SHALL BE PROPERLY LOCATED, INSTALLED, AND SHALL
BE MIN. TWICE PIPE SIZE PER SECTION 1002.0 OF THE CPC AND LAUNDRY
STANDPIPES SHALL BE MIN. 18” AND MAX. 30” LENGTH PER SECTION 804.1OF THE
CPC.
40. ALL BATHROOM AND KITCHEN FLOOR AREAS THAT RECEIVE TILE SHALL HAVE
MOISTURE BARRIER UNDER LAYMENT INSTALLED AS REQUIRED BY THE
MANUFACTURER.
SHEET INDEX
P000
P001
P002
P100
P101
P200
P201
· EXISTING MULTI-FAMILY DWELLING BUILDING.
· PROVIDE NEW PLUMBING FIXTURES/CONNECTIONS THROUGHOUT THE SPACE.
· PROVIDE TWO(2) TANK TYPE WATER HEATERS.
PLUMBING NOTES & SCHEDULES
PLUMBING DETAILS
PLUMBING SPECIFICATION SHEETS
WASTE & VENT PLAN
WASTE & VENT PLAN - 2ND FLOOR
WATER & GAS PLAN - 2ND FLOOR
SCOPE OF WORK
WATER & GAS PLAN
PIPE INSULATION THICKNESS
FLUID
TEMP.
RANGE
(°F)
CONDUCTIVITY
RANGE
(BTU-"/HR PER
SQFT/°F)
INSULATION
MEAN
RATING
TEMP. (°F)
NOMINAL PIPE DIAMETER (")
INSULATION THICKNESS REQUIRED (")
<1 1 TO
<1.5
1.5 TO
<4
4 TO <8 8 AND
LARGER
251-350
350<
201-250
141-200
105-140
40-60
<40
SPACE COOLING SYSTEMS (CHILLED WATER, REFRIGERANT AND BRINE)
SPACE HEATING, HOT WATER SYSTEMS AND SERVICE WATER HEATING SYSTEMS
0.32-0.34
0.29-0.31
0.27-0.30
0.25-0.29
0.22-0.28
0.21-0.27
0.20-0.26
250
200
150
125
100
75
50
4.5
3.0
2.5
1.5
1.0
1.0
5.0
4.0
2.5
1.5
1.5
1.5
5.0
4.5
2.5
2.0
2.0
1.5
5.0
4.5
3.0
2.0
2.0
1.5
5.0
4.5
3.0
2.0
2.0
1.5
EXCEPTIONS:
(1) FACTORY-INSTALLED PIPING WITHIN SPACE CONDITIONING EQUIPMENT;
(2) PIPING THAT CONVEYS FLUIDS THAT HAVE A DESIGN OPERATING TEMPERATURE
RANGE BETWEEN 60 DEGREES AND 105 DEGREES FAHRENHEIT;
(3) WHERE THE HEAT GAIN OR HEAT LOSS TO OR FROM PIPING WITHOUT INSULATION
WILL NOT INCREASE BUILDING SOURCE ENERGY USE;
(4) PIPING THAT PENETRATES FRAMING MEMBERS SHALL NOT BE REQUIRED TO HAVE
PIPE INSULATION FOR THE DISTANCE OF THE FRAMING PENETRATION. METAL PIPING
THAT PENETRATES METAL FRAMING SHALL USE GROMMETS, PLUGS, WRAPPING OR
OTHER INSULATING MATERIAL TO ASSURE THAT NO CONTACT IS MADE WITH THE
METAL FRAMING.
SPACE-CONDITIONING AND SERVICE WATER-HEATING SYSTEM SHALL BE
INSULATED IN ACCORDANCE WITH THE FOLLOWING TABLE AND 609.11 OF
THE CPC:
NONRES 0.5
RES 0.75
1.01.0 1.0
PIPE INSULATION
RESIDENTIAL NOTES
CONTROL VALVES AND SHOWERHEADS SHALL BE LOCATED ON THE SIDEWALL OF
SHOWER COMPARTMENTS OR OTHERWISE ARRANGED SO THAT THE SHOWERHEAD
DOES NOT DISCHARGE DIRECTLY AT THE ENTRANCE TO THE COMPARTMENT.
CA GREEN BUILDING NOTES
4.303.1 PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH SECTIONS 4.303.1.1,
4.303.1.2, 4.303.1.3, AND 4.303.1.4.
4.303.1.1 WATER CLOSETS. THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS
SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. TANK-TYPE WATER CLOSETS SHALL
BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATER SENSE
SPECIFICATION FOR TANK-TYPE TOILETS.
NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS
THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND
ONE FULL FLUSH.
4.303.1.2 URINALS. THE EFFECTIVE FLUSH VOLUME OF WALL-MOUNTED URINALS
SHALL NOT EXCEED 0.125 GALLONS PER FLUSH.THE EFFECTIVE FLUSH VOLUME OF
ALL OTHER URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH.
4.303.1.3 SHOWERHEADS.
4.303.1.3.1 SINGLE SHOWERHEAD. SHOWERHEADS SHALL HAVE A MAXIMUM
FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT 80 PSI.
SHOWERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE
U.S. EPA WATERSENSE SPECIFICATION FOR SHOWERHEADS.
4.303.1.3.2 MULTIPLE SHOWERHEADS SERVING ONE SHOWER. WHEN A SHOWER
IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF
ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A
SINGLE VALVE SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 80 PSI, OR THE
SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN
OPERATION AT A TIME.
NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD.
4.303.1.4 FAUCETS.
4.303.1.4.1 RESIDENTIAL LAVATORY FAUCETS. THE MAXIMUM FLOW RATE OF
RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GALLONS PER MINUTE
AT 60 PSI. THE MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS
SHALL NOT BE LESS THAN 0.8 GALLONS PER MINUTE AT 20 PSI.
4.303.1.4.2 LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS, THE
MAXIMUM FLOW RATE OF LAVATORY FAUCETS INSTALLED IN COMMON AND
PUBLIC USE AREAS (OUTSIDE OF DWELLINGS OR SLEEPING UNITS) IN
RESIDENTIAL BUILDINGS SHALL NOT EXCEED 0.5 GALLONS PER MINUTE AT 60
PSI.
4.303.1.4.3 METERING FAUCETS. METERING FAUCETS WHEN INSTALLED IN
RESIDENTIAL BUILDINGS SHALL NOT DELIVER MORE THAN 0.2 GALLONS PER
CYCLE.
4.303.1.4.4 KITCHEN FAUCETS. THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS
SHALL NOT EXCEEED 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS
MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NO
TO EXCEED 2.2 GALLONS PER MINTUE AT 60 PSI, AND MUST DEFAULT TO A
MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI.
NOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR
OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION.
4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING
FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2022
CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS
REFERENCED IN TABLE 1701.1 OF THE 2022 CALIFORNIA PLUMBING CODE.
PLUMBING SPECIFICATION
1. CLEANOUTS
PROVIDE CLEANOUTS WITH BRASS SCREW PLUG AT ALL CHANGES OF DIRECTION
TO PERMIT ROUTING OF ALL SEWERS. ALL CLEAN OUTS SHALL BE INSTALLED
WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEAN
OUT LOCATIONS OF EQUIPMENT, CABINETS, ETC., WITH THE ARCHITECT PRIOR
TO ANY INSTALLATION.
2. VALVES
EVERY PLUMBING FIXTURE SHALL BE INDEPENDENTLY VALVED.
3. TESTING
ALL SEWERS AND WATER PIPING SHALL BE PROPERLY TESTED TO THE
SATISFACTION OF THE ARCHITECT AND THE LOCAL BUILDING INSPECTOR.
4. EXCAVATION AND BACK FILLING
TRENCHES SHALL BE BACK FILLED AND SETTLED BY PUDDLING. NO PIPE SHALL
BE LESS THAN 12" BELOW FINISH GRADE.
5. PIPING SUPPORTS
ALL PIPING TO BE SUPPORTED WITH HANGERS AND BRACKETS WHICH PROVIDE
ISOLATION FROM FRAMING. CONTACT BETWEEN PIPE AND SUPPORT TO BE LINED
WITH PLASTIC OR FELT.
NOTE:
1. ABS AND PVC INSTALLATIONS ARE LIMITED TO NOT MORE THAN TWO STORIES OF
AREAS OF RESIDENTIAL ACCOMMODATION.
2. ABS/PVC VENT TERMINATIONS UP THROUGH THE ROOF EXPOSED TO SUNLIGHT ARE
REQUIRED TO BE PROTECTED BY WATER BASED SYNTHETIC LATEX PAINTS. (CPC
906.1)
INSIDE
NATURAL
SANITARY
WASTE
SANITARY
GAS
VENT
INSIDE
OUTSIDE
EXPOSED
CONCEALED
OUTSIDE
31
6
SS (WE
L
D
E
D)
CO
P
P
E
R
-
TY
P
E
"
M"
WATER
DOMESTIC
SERVICE:
PIP
E
MA
T
E
R
I
A
L
:
OUTSIDE
INSIDE
CO
P
P
E
R
-
T
Y
P
E
"L
"
CO
P
P
E
R
-
TY
P
E
"
K"
SC
H
E
D
.
4
0
PVC
,
D
W
V
REMARKS:
INDIRECT
WASTE
INSIDE
OUTSIDE
PIPE MATERIAL SCHEDULE
USE COPPER
TYPE "M" FOR
CONDENSATE
SCH
E
D
.
4
0
BL
AC
K
S
T
E
E
L
CA
S
T
I
R
O
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O
I
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W
/
H.G.
OR
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A
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FITT
I
NG
S
SC
H
E
D
U
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E
4
0
C
A
S
T
IR
O
N
GSOV
W/
AUTOMATIC GAS SHUT-OFF VALVE
WITH
FLR
NTS
IE
BEL
CFH
DN
FF
POC
ABV
(N)
FCO
WCO
SOV
CUBIC FEET PER HOUR
FINISHED FLOOR ELEVATION
FLOOR
NOT TO SCALE
INVERT ELEVATION
BELOW
DOWN
POINT OF CONNECTION
NEW
ABOVE
FLOOR CLEANOUT
WALL CLEANOUT
COLD WATER SHUT-OFF VALVE
ABBR.
PLUMBING LEGEND
HW
G
CD
T&P
V
GW
S OR W
CW
SYMBOL
DOMESTIC COLD WATER
SOIL OR WASTE BELOW FLOOR
LOW PRESSURE GAS
DOMESTIC HOT WATER
PRIMARY CONDENSATE DRAIN
TEMPERATURE & PRESSURE
VENT
DESCRIPTION
HWR DOMESTIC HOT WATER RETURN
C.V.CHECK VALVE
PRV PRESSURE REDUCING VALVE
BALANCING VALVE
SOC SHUT-OFF COCK (GAS)
TMV TEMPERATURE MIXING VALVE
VTR VENT TO ROOF
BLV
CP RECIRCULATION PUMP
CW COLD WATER STUB-IN/HOSE BIBB
HW HOT WATER STUB-IN
XSS
XGW
EXISTING WASTE/SANITARY SEWER
EXISTING GREASE WASTE
XCW
FW
EXISTING COLD WATER
FILTERED WATER
(E)EXISTING
(R)RELOCATED, EXISTING
XG EXISTING GAS
XHW EXISTING HOT WATER
GREASE WASTE BELOW FLOOR
GSOV GAS SHUT-OFF VALVE
CWV COMBINATION WASTE & VENT BELOW
DCO DOUBLE CLEANOUT
P300 WASTE & VENT RISER DIAGRAM
P301 WATER & GAS RISER DIAGRAMS
RE
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SHEET TITLE:
DATE: SCALE:
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03/05/2023
PLOT DATE: 6/26/2024 3:28:45 PM
CD
I
Ci
r
c
a
D
o
m
i
n
i
I
n
t
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r
n
a
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i
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a
l
,
I
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c
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g
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r
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-
C
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s
u
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t
i
n
g
98
9
0
R
e
s
e
a
r
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D
r
.
S
u
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t
e
1
0
0
,
I
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v
i
n
e
,
C
A
9
2
6
1
8
Ph
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e
(
9
4
9
)
5
3
3
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4
1
1
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|
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.
c
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82
9
N
G
A
R
F
I
E
L
D
S
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
DRAWN: CHECKED:
PL
A
N
C
H
E
C
K
R
E
V
.
0
4
/
2
7
/
2
0
2
3
PL
A
N
C
H
E
C
K
R
E
V
.
0
9
/
2
8
/
2
0
2
3
IN
S
P
E
C
T
I
O
N
R
E
V
.
0
6
/
1
9
/
2
0
2
4
P000
M 37036
Exp. 9-30-24
UNGSUN KAHCGN
L.C.A.N.
N.T.S.
PLUMBING NOTES
& SCHEDULES
3
3
3
3
3
HOLD- 829 N
Garfield St1/15/2025
FILL TANK WITH AIR
PRESSURE TO MATCH
WATER PRESSURE,
THEN OPEN VALVE
WELDED STEEL EXPANSION
TANK WITH POLYPROPYLENE
LINING, FDA APPROVED FOR
DOMESTIC WATER SERVICE
PIPE UNION:
DIELECTRIC IF
REQUIRED FOR
DISSIMILAR METALS
BUTYL DIAPHRAGM
FROM CW SUPPLY TO
HEATER, NO
INTERVENING VALVES
PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT
FIELD CONDITIONS. MAKE PIPE SAME SIZE AS TANK FITTING.
FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION
PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED.
EXPANSION TANK DETAIL 5
SCALE
N.T.S
SEISMIC STRAPPING FOR
BRACING IN SEISMIC AREAS
PROVIDE WCO WHERE SHOWN ON PLAN, AND ON
SANITARY WASTE BRANCHES NOT SERVED WITH A
FLOOR CLEANOUT: LOCATED ABOVE FIXTURE FLOOR
RIM WITHIN 4'-0" OF FLOOR. CONSULT LOCAL CODES
FOR OTHER WCO REQUIREMENTS.
RISER LENGTH AS REQUIRED
LONG SWEEP AT
END OF LINE OR
COMBINATION WYE
AND EIGHTH BEND
IN RUN OF LINE.
INSTALL ESCUTCHEON
PLATE AT CLEANOUT TEE.
PROVIDE SCREWED
COUNTER-SINK BRONZE
PLUG FOR CLEANOUT TEE
WITH TAPPED THREAD &
TEE JOINT COMPOUND
CONCRETE FLR.
WASTE OR
VENT TO
ABOVE
PLUMBING WALL OR
COLUMN REFER TO
FLOOR PLANS
PROVIDE
WATERPROOFING
2
SCALE
N.T.S
NOTE:
DIRECTION
OF FLOW
WALL CLEANOUT DETAIL
PIPE INSULATION
INSULATION SHALL BE RUN
CONTINUOUS THRU HANGERS
PIPE
INSULATION PROTECTION SHIELD. USE 16 GAUGE
SHEET STEEL, 2 PIPE DIAMETERS LONG, 120
DEGREES SUPPORT, OR GRINNEL FIGURE 167.
HANGER ROD
PROVIDE GALV. STEEL SHIELD FOR ALL
INSULATED PIPE.VERIFY INSULATION THICKNESS
WHEN SIZING HANGERS AND SHIELDS.
ADJUSTABLE BAND HANGER
FOR PIPE 3-1/2" AND SMALLER
AND CAST IRON PIPE 2" AND
SMALLER
HANG PIPE LARGER THAN 4"
FROM TOP OF JOISTS ONLY AT
PANEL POINT
SIDE BEAM CONNECTOR
ATTACHED TO TOP CHORD OF
WOOD TRUSS
PROVIDE COPPER COATED
HANGERS WHERE
HANGERS CONTACT BARE
COPPER PIPE
PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HERE.
DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE
VAPOR BARRIER. DO NOT HANG ONE PIPE FROM ANOTHER EXCEPT IN CHASES.
SLOPE ALL WATER PIPING SLIGHTLY TOWARD DRAINABLE LOCATIONS. HANGER
SPACING FOR PIPE SIZES: AS INDICATED IN TABLE. CAST IRON: 10' AND WITHIN
1'-0" OF ALL JOINTS. ROD SIZES FOR PIPE SIZE: 1/2" TO 4" = 3/8", 5" TO 8" = 1/2",
10" TO 12" = 5/8". LOCATE HANGERS WITHIN 1'-0" OF VALVES AND FITTINGS.
PROVIDE SUPPLEMENTAL STEEL STRUTS BETWEEN JOISTS IF REQUIRED.
LOCATE HANGERS WITHIN 1'-0" OF EQUIPMENT CONNECTIONS. ANCHOR WATER
PIPE AGAINST SWAYING DUE TO CHANGES IN WATER VELOCITY. CHAINS AND
PERFORATED STRAP IRON AND STEEL ARE NOT ACCEPTABLE. DO NOT
SUSPEND PIPE FROM JOIST BRACING MEMBERS. REFER TO CODES AND
SPECIFICATIONS FOR FURTHER INFORMATION. PROVIDE SEISMIC BRACING AS
REQUIRED BY LOCAL AUTHORITIES. PROVIDE FIBERGLASS INSULATION WITH
ALL-SERVICE JACKET WITH VAPOR BARRIER ON ALL SIZES OF HOT AND COLD
WATER AND CONDENSATE PIPING. GAS PIPING SHALL BE KEPT A MIN. OF 6"
ABOVE GRADE OR STRUCTURE.
GAS PIPE SUPPORT
STEEL PIPE,
NOMINAL SIZE OF
PIPE (INCHES)
SPACING OF
SUPPORTS
(FEET)
NOMINAL SIZE OF
TUBING
SMOOTH-WALL
(INCHES O.D.)
SPACING
OF
SUPPORTS(
FEET)
1/2 6 1/2 4
3/4 OR 1 8 5/8 OR 3/4 6
1-1/4 OR LARGER
(HORIZONTAL)10 7/8 OR 1
(HORIZONTAL)8
1-1/4 OR LARGER
(VERTICAL
EVERY FLOOR
LEVEL
1 OR LARGER
(VERTICAL)
EVERY
FLOOR
LEVEL
1
SCALE
N.T.S
6'1-1/2"
10'4"
10'
10'
10'
2-1/2"
3"
2"
ALL-THREAD ROD
CO
P
P
E
R
P
I
P
E
HA
N
G
E
R
S
P
A
C
I
N
G
6'1/2"1/2"
6'3/4"
6'
6'
1-1/4"
1"
PI
P
E
S
I
Z
E
WOOD STRUCTURE
CL
LC
STEEL STRUCTURE SECTION
PIPE HANGER DETAIL (BELOW ROOF)
WATER PIPE
SUPPORT:
ELMDOR/STONEMAN, MODEL
#1100-4 SEALANT SHALL BE
APPLIED AROUND PIPE OPENING
THRU COUNTER FLASHING
SLEEVE FOR WATER TIGHT SEAL
BUILT-UP ROOFING
APPLY PERMASEAL WATER
PROOFING COMPOUND
AROUND PIPE, COUNTER
FLASHING SLEEVE &
FLASHING FOR WATER
TIGHT SEAL.
SEAMLESS LEAD FLASHING
OVER STEEL REINFORCED
BOOT
INSTALL (3)
VANDAL- PROOF
SET SCREWS
8" MIN.
BOOT
HEIGHT
5" MIN.
12" MIN.
PIPE THRU ROOF
3
SCALE
N.T.S
2" MIN.
PIPING THRU ROOF DETAIL
THERMOMETER (TYPICAL)
RECIRCULATION PUMP
CHECK VALVE (TYPICAL)
HOSE BIBB DRAIN VALVE (TYPICAL)
H.W.
SUPPLY LINE
REFER TO PLANS
COLD WATER SUPPLY
CHECK VALVE (TYPICAL)H.W. RETURN
EXPANSION TANK
ASME T. & P. RELIEF VALVE. FULL
SIZE DISCHARGE LINE DRAINS TO
(TYPICAL)
GAS WATER HEATER IN PARALLEL DETAIL
SCALE
N.T.S
AIR RELEASE VALVE
WH
G DRIP LEG
GAS SUPPLY LINE
WH
(INSTALL PER MANUFACTURER'S
INSTRUCTIONS)
UNION (TYPICAL)
GATE VALVE (TYPICAL)
SEISMIC STRAPS AT LOWER 1/3
AND UPPER 1/3 OF TANK (UPC 510.5)
SHUT-OFF VALVE (TYPICAL)
G
4
GAS FLUE
HUB DRAIN
RE
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SHEET TITLE:
DATE: SCALE:
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03/05/2023
PLOT DATE: 6/26/2024 3:28:46 PM
CD
I
Ci
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i
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t
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n
a
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98
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.
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1
0
0
,
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,
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A
9
2
6
1
8
Ph
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(
9
4
9
)
5
3
3
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1
1
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|
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.
c
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m
82
9
N
G
A
R
F
I
E
L
D
S
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
DRAWN: CHECKED:
PL
A
N
C
H
E
C
K
R
E
V
.
0
4
/
2
7
/
2
0
2
3
PL
A
N
C
H
E
C
K
R
E
V
.
0
9
/
2
8
/
2
0
2
3
IN
S
P
E
C
T
I
O
N
R
E
V
.
0
6
/
1
9
/
2
0
2
4
P001
M 37036
Exp. 9-30-24
UNGSUN KAHCGN
L.C.A.N.
PLUMBING DETAILS
N.T.S.
3
HOLD- 829 N
Garfield St1/15/2025
RE
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SHEET TITLE:
DATE: SCALE:
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03/05/2023
PLOT DATE: 6/26/2024 3:28:51 PM
CD
I
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a
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i
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t
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n
a
t
i
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a
l
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I
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c
.
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-
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g
98
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0
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D
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.
S
u
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t
e
1
0
0
,
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e
,
C
A
9
2
6
1
8
Ph
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(
9
4
9
)
5
3
3
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4
1
1
7
|
d
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g
.
c
o
m
82
9
N
G
A
R
F
I
E
L
D
S
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
DRAWN: CHECKED:
PL
A
N
C
H
E
C
K
R
E
V
.
0
4
/
2
7
/
2
0
2
3
PL
A
N
C
H
E
C
K
R
E
V
.
0
9
/
2
8
/
2
0
2
3
IN
S
P
E
C
T
I
O
N
R
E
V
.
0
6
/
1
9
/
2
0
2
4
P002
M 37036
Exp. 9-30-24
UNGSUN KAHCGN
L.C.A.N.
PLUMBING
SPECIFICATION
SHEETS
N.T.S.
HOLD- 829 N
Garfield St1/15/2025
UP
UP
R3NO
N
-
A
C
C
E
S
S
GM GM GM GM GM GM GM GM GM GM GM
1.P.O.C. TO EXISTING 4" SANITARY WASTE WITH NEW PIPING. FIELD VERIFY
ALL EXISTING CONDITIONS, SIZE, AND LOCATION PRIOR TO START OF THIS
WORK.
2.INSTALL NEW 3" VENT THRU ROOF. FIELD VERIFY LOCATION PRIOR TO
START OF THIS WORK.
3.WATER HEATER T&P VALVE DRAIN TO HUB DRAIN.
4.INSTALL 3" EXHAUST/INTAKE CONCENTRIC VENT TO ROOF PER
MANUFACTURER'S INSTRUCTION.
5.3" WASTE DN FROM 2ND FLOOR TO 1ST FLOOR.
6.2" WASTE DN FROM 2ND FLOOR TO 1ST FLOOR.
7.INSTALL NEW 2" VENT THRU ROOF. FIELD VERIFY LOCATION PRIOR TO
START OF THIS WORK.
1.IF DRAWINGS ARE INCORRECT FROM THE ACTUAL SITE CONDITION,
CONTRACTOR SHALL NOTIFY ENGINEER(S) AND PROVIDE INFORMATION
REFLECTING ACTUAL CONDITIONS.
2.ALL PLUMBING FIXTURES AND CONNECTIONS ARE NEW UNLESS NOTED AS
EXISTING.
3.COORDINATE FLOOR SINK AND DRAIN LOCATIONS, IF ANY, WITH
ARCHITECTURAL AND FOOD SERVICE PLAN PRIOR TO ROUGH-IN.
4.ALL UNDERGROUND WASTE PIPING SHALL BE SLOPED AT A 2% GRADE
UNLESS OTHERWISE NOTED.
5.PROVIDE WALL CLEAN OUTS TO ALL LAVATORY, HAND SINK AND URINAL
FIXTURES.
KEYED PLAN NOTES:#
GENERAL NOTES:
WASTE & VENT PLAN
1
COTG
4"W; MINIMUM 2% SLOPE4"W; MINIMUM 2% SLOPE4"W; MINIMUM 2% SLOPE
2"W
2"W
3"W
2"W3"W
3"W
2"W
3"W
2"W
3"W 2"W
2"W
3"W
2"W
2"W
3"W
2"W
2"W
5
6
6
5
6
2"V 2"V
2"V
2"V
2"V
2"V 2"V 2"V
2"V
2"V
2"V
2"V
2"V
2"V
2"V
2"V2"V2
2
COTG
WC
WC
WC WC WC
LAV
LAV
LAV LAV LAV
SHW
SHW
SHWSHW
SHW
WASHER
/DRYER
WASHER
/DRYER
WASHER
/DRYER
WASHER
/DRYER
WASHER
/DRYER
KS
KS
KS
KS KS
2
5
FCO
43
7
2"V
2
2"V
2"W
2"W
3"W
3"W
2"V
2"V
2"V
2"V
2"V
2"V
2"V
3"W 2"W
KS
WH-1
WH-2
HD
WCO
2"W
4"W; MINIMUM 2% SLOPE
2"W
2"W
2"W; MINIMUM 2% SLOPE
2"W; MINIMUM 2% SLOPE
2"W; MINIMUM 2% SLOPE
2"V
2"V
3"W; MINIMUM 2% SLOPE
3"W; MINIMUM 2% SLOPE
UNIT #2
UNIT #1
UNIT #3 UNIT #4
UNIT #5
RE
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SHEET TITLE:
DATE: SCALE:
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03/05/2023
PLOT DATE: 6/26/2024 3:29:01 PM
CD
I
Ci
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a
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o
m
i
n
i
I
n
t
e
r
n
a
t
i
o
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a
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,
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c
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g
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-
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s
u
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t
i
n
g
98
9
0
R
e
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a
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D
r
.
S
u
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e
1
0
0
,
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e
,
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A
9
2
6
1
8
Ph
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(
9
4
9
)
5
3
3
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4
1
1
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|
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82
9
N
G
A
R
F
I
E
L
D
S
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
DRAWN: CHECKED:
PL
A
N
C
H
E
C
K
R
E
V
.
0
4
/
2
7
/
2
0
2
3
PL
A
N
C
H
E
C
K
R
E
V
.
0
9
/
2
8
/
2
0
2
3
IN
S
P
E
C
T
I
O
N
R
E
V
.
0
6
/
1
9
/
2
0
2
4
P100
1/4" = 1'-0"
M 37036
Exp. 9-30-24
UNGSUN KAHCGN
L.C.A.N.
WASTE & VENT
PLAN
3
3
3
3
HOLD- 829 N
Garfield St1/15/2025
WASTE & VENT PLAN - 2ND FLOOR
1.INSTALL NEW 3" VENT THRU ROOF. FIELD VERIFY LOCATION PRIOR TO
START OF THIS WORK.
2.3" WASTE DN FROM 2ND FLOOR TO 1ST FLOOR.
3.2" WASTE DN FROM 2ND FLOOR TO 1ST FLOOR.
4.INSTALL NEW 2" VENT THRU ROOF. FIELD VERIFY LOCATION PRIOR TO
START OF THIS WORK.
1.IF DRAWINGS ARE INCORRECT FROM THE ACTUAL SITE CONDITION,
CONTRACTOR SHALL NOTIFY ENGINEER(S) AND PROVIDE INFORMATION
REFLECTING ACTUAL CONDITIONS.
2.ALL PLUMBING FIXTURES AND CONNECTIONS ARE NEW UNLESS NOTED AS
EXISTING.
3.COORDINATE FLOOR SINK AND DRAIN LOCATIONS, IF ANY, WITH
ARCHITECTURAL AND FOOD SERVICE PLAN PRIOR TO ROUGH-IN.
4.ALL UNDERGROUND WASTE PIPING SHALL BE SLOPED AT A 2% GRADE
UNLESS OTHERWISE NOTED.
5.PROVIDE WALL CLEAN OUTS TO ALL LAVATORY, HAND SINK AND URINAL
FIXTURES.
KEYED PLAN NOTES:#
GENERAL NOTES:
DN
DN
2"W
3"W
3"W
2"W
2"W
2"W 3"W
2"W
2"W
3"W
2"W
2"W
3"W
2"W
2"W
3"W
2"W
3"W
2"V
2"V
2"V
2"V
2"V
2"V
2"V
2"V
2"V
2"V
2"V
2"V
2"V
2"V 2"V
2"V
1
2
3
1
2
3
3
2
WCWCWC
WC
WC
LAV LAV LAV
LAV
LAV
SHW SHW SHW
SHW
SHW
WASHER
/DRYER
WASHER
/DRYER
WASHER
/DRYER
WASHER
/DRYER
WASHER
/DRYERKS
KS KS
KS
KS
2"V
2"V
1
3"W; MINIMUM 2% SLOPE
1
3"V
4
3"W
LAV
WC
4
UNIT #6 UNIT #7 UNIT #8 UNIT #10
UNIT #9
RE
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SHEET TITLE:
DATE: SCALE:
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03/05/2023
PLOT DATE: 6/26/2024 3:29:00 PM
CD
I
Ci
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a
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i
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i
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t
e
r
n
a
t
i
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a
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,
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c
.
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g
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e
e
r
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-
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n
s
u
l
t
i
n
g
98
9
0
R
e
s
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a
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D
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.
S
u
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t
e
1
0
0
,
I
r
v
i
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e
,
C
A
9
2
6
1
8
Ph
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e
(
9
4
9
)
5
3
3
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4
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|
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.
c
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82
9
N
G
A
R
F
I
E
L
D
S
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
DRAWN: CHECKED:
PL
A
N
C
H
E
C
K
R
E
V
.
0
4
/
2
7
/
2
0
2
3
PL
A
N
C
H
E
C
K
R
E
V
.
0
9
/
2
8
/
2
0
2
3
IN
S
P
E
C
T
I
O
N
R
E
V
.
0
6
/
1
9
/
2
0
2
4
P101
1/4" = 1'-0"
M 37036
Exp. 9-30-24
UNGSUN KAHCGN
L.C.A.N.
WASTE & VENT
PLAN - 2ND FLOOR
3 3
3
HOLD- 829 N
Garfield St1/15/2025
1.P.O.C. TO EXISTING 2" WATER METER WITH NEW PIPING. FIELD VERIFY ALL
EXISTING CONDITIONS SIZE AND LOCATIONS PRIOR TO START OF THIS
WORK.
2.P.O.C. TO EXISTING 1-1/4" GAS METER BANK WITH NEW PIPING. FIELD VERIFY
ALL EXISTING CONDITIONS SIZE AND LOCATIONS PRIOR TO START OF THIS
WORK.
3.INSTALL WATER HEATERS IN PARALLEL WITH NEW PIPING. FIELD VERIFY
LOCATION AND SIZE BEFORE START OF WORK. SEE PLUMBING SCHEDULE
ON P000 AND P001, RESPECTIVELY.
4.1"CW UP FROM 1ST FLOOR TO 2ND FLOOR.
5.1-1/4"CW UP FROM 1ST FLOOR TO 2ND FLOOR.
6.3/4"GAS UP FROM 1ST FLOOR TO 2ND FLOOR.
7.1"HW UP FROM 1ST FLOOR TO 2ND FLOOR.
8.1-1/4"HW UP FROM 1ST FLOOR TO 2ND FLOOR.
9.INSTALL CIRCULATING PUMP AND 3/4" HOT WATER RETURN. FIELD VERIFY
LOCATION AND SIZE BEFORE START OF WORK. SEE PLUMBING SCHEDULES
AND DETAILS ON P000 AND P001, RESPECTIVELY.
1.IF DRAWINGS ARE INCORRECT FROM THE ACTUAL SITE CONDITION,
CONTRACTOR SHALL NOTIFY ENGINEER(S) AND PROVIDE INFORMATION
REFLECTING ACTUAL CONDITIONS.
2.ALL PLUMBING FIXTURES AND CONNECTIONS ARE NEW UNLESS NOTED AS
EXISTING.
KEYED PLAN NOTES:#
GENERAL NOTES:
WATER & GAS PLAN
UP
UP
R3NO
N
-
A
C
C
E
S
S
GM GM GM GM GM GM GM GM GM GM GM
1
2
4
WM
HB
HB
1/2"CW
(2.5 FU)
1/2"CW
(1 FU)3/4"CW
(6.5 FU)
1"CW
(12 FU)
3/4"HW
(3 FU)
1/2"G
(20 CFH)
(TYP. 5)
3/4"G
(65 CFH)
(TYP. 5)
3/4"G
(85 CFH)
(TYP. 10)
WC
WC
WC
WC
WC
LAV
LAV
LAV
SHW
SHW
SHWSHW
SHW
KS
KS
KS
KS KS
LAV
SOV
(TYP.)
WASHER
/DRYER
WASHER
/DRYER
WASHER
/DRYER
WASHER
/DRYER
WASHER
/DRYER
RANGE
RANGE
RANGE RANGE RANGE
GAS METER BANK
LAV
1"CW
(11 FU)
1"CW
(11 FU)
1-1/4"CW
(22 FU)
1-1/4"CW
(22 FU)
1-1/2"CW
(44 FU)
1-1/2"CW
(66 FU)
3/4"HW
(7 FU)
TYP. 1/2"HW/CW
FOR LAV (1 FU)
TYP. 3/4"CW
FOR WC (2.5 FU)
TYP. 1/2"HW/CW
FOR SHW (2 FU)
TYP. 3/4"HW/CW
FOR WSH (4 FU)
3/4"HW
(7 FU)
2"CW
(104 FU)
2"CW
(116 FU)
1-1/2"CW
(66 FU)
2"CW
(92.5 FU)
2"CW
(TOT. 118.5 FU)
2"WM
MAIN SOV
5
5
(TYP.10)
6
3
1-1/4"G FOR
SHARED WH
(240 CFH)
1-1/4"G FOR
SHARED WH
(240 CFH)
2"CW
TO SUPPLY
WH
2"HW
(TOT. 87.5 FU)
8
1"HW
(8.5 FU)
1"HW
(8.5 FU)
2"HW
(77.5 FU)
2"HW
(51 FU)
1-1/4"HW
(17 FU)
8
1-1/2"HW
(34 FU)
1-1/4"HW
(17 FU)
1"HW
(8.5 FU)
7
1"HW
(8.5 FU)
CP
9
1/2"HWR
1/2"HWR
3/4"HWR
1/2"HWR
1/2"HWR
1"CW
(11 FU)
1"CW
(11 FU)1"HW
(8.5 FU)
1"HW
(8.5 FU)
1/2"HW
(2 FU)
1/2"HW
(2 FU)
KS
WH-1
WH-2
TYP.1-1/2"HW/CW
NPT CONNECTIONS
3/4"HWRTYP. 1/2"HW/CW
FOR KS (1.5 FU)
3/4"G NPT
FOR WH
(TYP.2)
1"CW
(11 FU)
2"CW
(1.5 FU + WH LOAD)
UNIT #2
UNIT #1
UNIT #3 UNIT #4
UNIT #5
RE
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SHEET TITLE:
DATE: SCALE:
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03/05/2023
PLOT DATE: 6/26/2024 3:28:51 PM
CD
I
Ci
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a
D
o
m
i
n
i
I
n
t
e
r
n
a
t
i
o
n
a
l
,
I
n
c
.
En
g
i
n
e
e
r
i
n
g
-
C
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n
s
u
l
t
i
n
g
98
9
0
R
e
s
e
a
r
c
h
D
r
.
S
u
i
t
e
1
0
0
,
I
r
v
i
n
e
,
C
A
9
2
6
1
8
Ph
o
n
e
(
9
4
9
)
5
3
3
-
4
1
1
7
|
d
k
a
n
g
@
c
d
i
e
n
g
.
c
o
m
82
9
N
G
A
R
F
I
E
L
D
S
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
DRAWN: CHECKED:
PL
A
N
C
H
E
C
K
R
E
V
.
0
4
/
2
7
/
2
0
2
3
PL
A
N
C
H
E
C
K
R
E
V
.
0
9
/
2
8
/
2
0
2
3
IN
S
P
E
C
T
I
O
N
R
E
V
.
0
6
/
1
9
/
2
0
2
4
P200
1/4" = 1'-0"
M 37036
Exp. 9-30-24
UNGSUN KAHCGN
L.C.A.N.
WATER & GAS PLAN
3
3
3
3
3
HOLD- 829 N
Garfield St1/15/2025
WATER & GAS PLAN - 2ND FLOOR
1.INSTALL WATER HEATER WITH NEW PIPING. FIELD VERIFY LOCATION AND
SIZE BEFORE START OF WORK. SEE PLUMBING SCHEDULE ON P000 AND
P001, RESPECTIVELY.
2.1"CW UP FROM 1ST FLOOR TO 2ND FLOOR.
3.1-1/4"CW UP FROM 1ST FLOOR TO 2ND FLOOR.
4.3/4"GAS UP FROM 1ST FLOOR TO 2ND FLOOR.
5.1"HW UP FROM 1ST FLOOR TO 2ND FLOOR.
6.1-1/4"HW UP FROM 1ST FLOOR TO 2ND FLOOR.
1.IF DRAWINGS ARE INCORRECT FROM THE ACTUAL SITE CONDITION,
CONTRACTOR SHALL NOTIFY ENGINEER(S) AND PROVIDE INFORMATION
REFLECTING ACTUAL CONDITIONS.
2.ALL PLUMBING FIXTURES AND CONNECTIONS ARE NEW UNLESS NOTED AS
EXISTING.
KEYED PLAN NOTES:#
GENERAL NOTES:
DN
DN
WC
WC
WC
LAV
LAV
LAV
SHW
SHW
SHW
WASHER
/DRYER
KS
KS
KS
KS
KS
RANGE
WC WC
SHWSHW
WASHER
/DRYER
WASHER
/DRYER
LAV LAV
SOV
(TYP.)
WASHER
/DRYER
WASHER
/DRYER
WASHER
/DRYER
RANGE
RANGE
RANGE
RANGE
RANGE
WASHER
/DRYER
WASHER
/DRYER
3/4"G
(65 CFH)
(TYP. 5)
1/2"G
(20 CFH)
(TYP. 5)
3/4"G
(85 CFH)
(TYP. 5)
3/4"CW
(5.5 FU)
3/4"HW
(3 FU)
3/4"HW
(3 FU)
1"CW
(11 FU)
TYP. 1/2"HW/CW
FOR LAV (1 FU)
TYP. 3/4"CW
FOR WC (2.5 FU)
TYP. 1/2"HW/CW
FOR SHW (2 FU)
TYP. 3/4"HW/CW
FOR WSH (4 FU)
TYP. 1/2"HW/CW
FOR KS (1.5 FU)
3/4"CW
(5.5 FU)
1"HW
(8 FU)
1"CW
(14.5 FU)
3/4"HW
(7 FU)
1"CW
(11 FU)
1-1/4"CW
(26.5 FU)
4 (TYP.5)
3
2
3
1"HW
(18 FU)
1"HW
(8.5 FU)
6
6
3/4"HW
(7 FU)
5
1"HW
(8.5 FU)
1"HW
(9.5 FU)
WC
LAV
UNIT #6 UNIT #7 UNIT #8 UNIT #10
UNIT #9
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DATE: SCALE:
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03/05/2023
PLOT DATE: 6/26/2024 3:29:05 PM
CD
I
Ci
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i
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t
e
r
n
a
t
i
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n
a
l
,
I
n
c
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En
g
i
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e
e
r
i
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g
-
C
o
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s
u
l
t
i
n
g
98
9
0
R
e
s
e
a
r
c
h
D
r
.
S
u
i
t
e
1
0
0
,
I
r
v
i
n
e
,
C
A
9
2
6
1
8
Ph
o
n
e
(
9
4
9
)
5
3
3
-
4
1
1
7
|
d
k
a
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g
@
c
d
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e
n
g
.
c
o
m
82
9
N
G
A
R
F
I
E
L
D
S
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
DRAWN: CHECKED:
PL
A
N
C
H
E
C
K
R
E
V
.
0
4
/
2
7
/
2
0
2
3
PL
A
N
C
H
E
C
K
R
E
V
.
0
9
/
2
8
/
2
0
2
3
IN
S
P
E
C
T
I
O
N
R
E
V
.
0
6
/
1
9
/
2
0
2
4
P201
1/4" = 1'-0"
M 37036
Exp. 9-30-24
UNGSUN KAHCGN
L.C.A.N.
WATER & GAS PLAN
- 2ND FLOOR
2
3
HOLD- 829 N
Garfield St1/15/2025
WASTE & VENT RISER DIAGRAM
GROUND
2ND FL
ROOF
GROUND
2ND FL
ROOF
COTG
2"
2"
SHW
(2 FU)
2"
LAV
(1 FU)
WCO
2"
2"
3"
WC
(3 FU)
2"
2"
(3 FU)
WSH
2"
2"
KS
(2 FU)
2"
2"
KS
(2 FU)
2"
2"
KS
(2 FU)
2"
2"
(3 FU)
WSH
2"
2"
SHW
(2 FU)
2"
LAV
(1 FU)
WCO
2"3"
4"
2"
2"
KS
(2 FU)
2"
2"
(3 FU)
WSH
LAV
(1 FU)
WCO
2"
LAV
(1 FU)
3"
WC
(3 FU)
WC
(3 FU)
2"
SHW
(2 FU)
SHW
(2 FU)
2"
2"
KS
(2 FU)
2"
LAV
(1 FU)
WCO
2"
2"
3"
WC
(3 FU)
2"
2"
SHW
(2 FU)
2"
2"
(3 FU)
WSH
2"
2"
KS
(2 FU)
2"2"2"
COTG
2"
2"
KS
(2 FU)
2"
2"
(3 FU)
WSH
2"
LAV
(1 FU)
WCO
2"
2"
3"
WC
(3 FU)
2"
2"
SHW
(2 FU)
2"
KS
(2 FU)
(3 FU)
WSH
3"
2"
(3 FU)
WSH
LAV
(1 FU)
WCO
2"
LAV
(1 FU)
3"
WC
(3 FU)
WC
(3 FU)
2"
SHW
(2 FU)
SHW
(2 FU)
2"2"2"2"
2"
KS
(2 FU)
2"
2"
KS
(2 FU)
2"
KS
(2 FU)
2"
2"
(3 FU)
WSH
2"
LAV
(1 FU)
WCO
2"
2"
3"
WC
(3 FU)
2"
SHW
(2 FU)
(3 FU)
WSH
LAV
(1 FU)
WC
(3 FU)
SHW
(2 FU)
3"VTR 3"VTR 3"VTR 3"VTR
3"W; MIN 2% SLOPE
4"W; MIN 2% SLOPE
(TOT. 118 FU)
4"W; MIN 2% SLOPE (113 FU)4"W; MIN 2% SLOPE (79 FU)4"W; MIN 2% SLOPE (39 FU)4"W; MIN 2% SLOPE
3"W; MIN 2% SLOPE 3"W; MIN 2% SLOPE
3"W; MIN 2% SLOPE
3"W; MIN 2% SLOPE
(3 FU)
WSH
2"
(3 FU)
3"
(11 FU)
3"
(11 FU)
3"
(13 FU)
3"
(51 FU)
3"
(39 FU)
2"
(9 FU)
2"
(5 FU)
2"
(13 FU)
2"
(14 FU)
2"
(5 FU)
2"
(3 FU)
2"
(10 FU)
2"
(16 FU)
2"
(26 FU)
2"
(7 FU)
2"
(3 FU)
2"
(13 FU)
2"
(10 FU)
2"
(12 FU)
2"
(24 FU)
2"W (5 FU)3"W (26 FU)2"W (2 FU)2"W (2 FU)
3"
3"W (36 FU)
3"W (18 FU)
2"W (4 FU)
2"W (4 FU)
3"W (6 FU)
3"W (5 FU)
3"W (17 FU)3"W (11 FU)
WCOWCOWCOWCO
WCOWCO WCO WCO WCO
2"
2"
HD
(2 FU)WCO
2"VTR
2"2"
2"
(4 FU)
2"
2"
KS
(2 FU)
2"
(2 FU)
2"
3"
WC
(3 FU)
2"
LAV
(1 FU)
WCO
2"
RE
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SHEET TITLE:
DATE: SCALE:
GA
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03/05/2023
PLOT DATE: 6/26/2024 3:28:56 PM
CD
I
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i
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t
e
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a
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a
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,
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c
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En
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i
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e
e
r
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-
C
o
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s
u
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i
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g
98
9
0
R
e
s
e
a
r
c
h
D
r
.
S
u
i
t
e
1
0
0
,
I
r
v
i
n
e
,
C
A
9
2
6
1
8
Ph
o
n
e
(
9
4
9
)
5
3
3
-
4
1
1
7
|
d
k
a
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@
c
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n
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.
c
o
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82
9
N
G
A
R
F
I
E
L
D
S
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
DRAWN: CHECKED:
PL
A
N
C
H
E
C
K
R
E
V
.
0
4
/
2
7
/
2
0
2
3
PL
A
N
C
H
E
C
K
R
E
V
.
0
9
/
2
8
/
2
0
2
3
IN
S
P
E
C
T
I
O
N
R
E
V
.
0
6
/
1
9
/
2
0
2
4
P300
N.T.S.
M 37036
Exp. 9-30-24
UNGSUN KAHCGN
L.C.A.N.
WASTE & VENT
RISER DIAGRAM
3
3
HOLD- 829 N
Garfield St1/15/2025
GROUND
2ND FL
ROOF
GROUND
2ND FL
ROOF
WATER & GAS RISER DIAGRAMS
GROUND
2ND FL
ROOF
GROUND
2ND FL
ROOF
KS
WM
WSH SHW LAV WC WSH KS LAV WC SHW SHW WC LAV WSH KS KS WSH LAV WC SHWWH WSHKS SHW WC LAV
KS KS WSH WSH LAV LAV WCWC SHW SHW SHW WC LAV WSH KS KS WSH LAV WC SHW SHW WC LAV WSH KS
TYP. 3/4"CW
FOR WC (2.5 FU)
TYP. 3/4"HW/CW
FOR WSH (4 FU)
TYP. 1/2"HW/CW
FOR KS (1.5 FU)
TYP. 1/2"HW/CW
FOR SHW (2 FU)
TYP. 1/2"HW/CW
FOR LAV (1 FU)
2" WM
MAIN
SOV
SOV
(TYP.)
HB
HB
2"CW
(TOT. 118.5 FU)
2"CW
(116 FU)
1"CW
(12 FU)
3/4"CW
(6.5 FU)
1/2"CW
(2 FU)
1/2"CW
(2.5 FU)
1/2"CW
(1 FU)
3/4"HW
(3.5 FU)1"CW
(11 FU)
1"HW
(8.5 FU)
1-1/4"CW
(25.5 FU)
1-1/4"CW
(22 FU)
1-1/2"CW
(44 FU)
1-1/4"CW
(22 FU)
1"CW
(11 FU)
1"CW
(11 FU)
1"CW
(11 FU)
1"CW
(11 FU)
1"CW
(11 FU)
1"CW
(11 FU)
1-1/2"CW
(66 FU)
3/4"HW
(7 FU)1"CW
(11 FU)
1"CW
(11 FU)
3/4"CW
(5.5 FU)
3/4"HW
(7 FU)3/4"CW
(5.5 FU)
3/4"HW
(7 FU)
3/4"CW
(5.5 FU)
3/4"HW
(7 FU)
3/4"CW
(5.5 FU)1"CW
(11 FU)
3/4"HW
(7 FU)
3/4"CW
(5.5 FU)
3/4"HW
(7 FU)3/4"CW
(5.5 FU)
3/4"HW
(7 FU)3/4"CW
(5.5 FU)
WATER RISER DIAGRAM
GAS RISER DIAGRAM
GAS METER BANK
W/ SOV PER METER
3/4"G
(85 CFH)
TYP. 10
DRYER RANGE
TYP. 3/4"G
(65 CFH)
FOR RANGE
TYP. 1/2"G
(20 CFH)
FOR DRYER
RANGE DRYER RANGE DRYER DRYER RANGE RANGE DRYER
DRYER RANGE RANGE DRYER DRYER RANGE RANGE DRYER RANGE DRYER
WH
1-1/4"G FOR
SHARED WH
(240 CFH)
1-1/4"G FOR
SHARED WH
(240 CFH)
3/4"HW/CW
(5.5 FU)
2"CW
TO SUPPLY WH2"HW
(TOT. 87.5 FU)
3/4"HW
(5.5 FU)
1"HW
(8.5 FU)
1-1/4"HW
(18 FU)
2"HW
(77.5 FU)
1"HW
(8.5 FU)
1"HW
(8.5 FU)
1-1/2"HW
(34 FU)
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WATER & GAS
RISER DIAGRAMS
3
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3
HOLD- 829 N
Garfield St1/15/2025
Licensed Engineer: Elie Sayegh, PE
Local Jurisdiction: Santa Ana, CA
Governing Code: CBC 2022 | ASCE 7-16 | ACI 318-19 | NDS 2018
Orange, CA 92708 | (714) 400-5584 | elie@eliesayegh.com
Structural Calculations
VVS - 829 N Garfield St
829 N Garfield St, Santa Ana
1st Building Department Submittal
Wednesday, July 3, 2024
Page 1
HOLD- 829 N
Garfield St1/15/2025
A. Project Information 3 - 12
B. Gravity 13 - 19
C. Lateral 20 - 28
D. Foundation 29 - 30
Table of Content
Section Page
Orange, CA 92708 | (714) 400-5584 | elie@eliesayegh.com
Page 2
HOLD- 829 N
Garfield St1/15/2025
Orange, CA 92708 | (714) 400-5584 | elie@eliesayegh.com
A. Project Information
Page 3
HOLD- 829 N
Garfield St1/15/2025
Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE
Project No.:127 Date:
Project Name:VVS - 829 N Garfield St
Project Address:829 N Garfield St, Santa Ana
Local Jurisdiction Santa Ana, CA
Project #:127
Project Engineer:Elie Sayegh, PE
Gov. Codes:CBC 2022 | ASCE 7-16 | ACI 318-19 | NDS 2018
Risk Category:II
Bldg. Classification:Enclosed
Submittal Date:
Submittal Label:1st Building Department Submittal
Lateral Force System:Light Framed Wood Shear Walls
Stories:2
Wind Site Parameters:SS 1.297 SMS 1.556
Wind Exposure:B Fa 1.200 SDS 1.038
Wind Speed:95.0 S1 0.462 SM1 NA
Seismic Site Parameters:Fv NA SD1 NA
Site Classification:D R:6.5 Cs:0.160
Seismic Design Cat.D Ω:2.5 0.7 Cs:0.112
Imp. Factor Ie:1.00 ρ:1.3 0.7 ρ Cs:0.145
Geo Engineer:CBC Presumptive Values Allowable Bearing 1500 psf
Geo Report No.:NA Allowable Passive 100 pcf
Geo Report Date: NA Maximum Passive 1000 pcf
Fnd System:Conventional Spread Footings % of Passive 100%
Min, Req Depth:18 Coefficient of Friction 0.25
Min Req. Width:15
Min Req. Reinf:2 - #5 T&B
July 3, 2024
7/3/2024
A. Project Information
Summary Description
Structural engineering services for legalization of the ongoing restoration of the 2-story 10-unit apartment
building. Please see below project information as well as the basis of design.
Project Data
Site Specific Information
Soils Information
Page 4
HOLD- 829 N
Garfield St1/15/2025
Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE
Project No.:127 Date: 7/3/2024
A. Project Information
Slope:4 12
Factor:1.05
Roofing:
Sheathing:
Roof Framing:
Ceiling Framing:
Ceiling:
MEP:
Misc:
Misc:
Slope:0.25 12
Factor:1.00
Roofing:
Sheathing:
Roof Framing:
Ceiling Framing:
Ceiling:
MEP:
Misc:
Misc:
Finish:
Sheathing:
Framing:
Ceiling:
MEP:
Misc:
Misc:
Insulation 0.5 0.5 PSF 0.5 PSF
Miscellaneous | 2 PSF 2.0 PSF
Total:18.0 PSF
MEP (0.5 PSF)0.5 PSF
Miscellaneous | 4 PSF 4.0 PSF
2x12 @ 16" o.c.2.3 PSF
5/8" drywall 3.1 PSF
Misc. Flooring (Carpet/Vinyl)1.8 PSF
1X T&G & 1/2" Sheathing 4.3 PSF
Miscellaneous | 1 PSF 1.0 PSF 1.1 PSF
Total:14.1 PSF 14.9 PSF
5/8" drywall 3.1 PSF 3.3 PSF
MEP (0.5 PSF)0.5 PSF 0.5 PSF
2x6 @ 16" o.c.1.4 PSF 1.5 PSF
Asphalt Comp Shingles 3.0 PSF 3.2 PSF
1/2" Structural Sheathing 1.8 PSF 1.9 PSF
Conv. Framed Sloped Roof
Element Details Weight Slope Adj. Weight
Floor 2x12 Floor Joists @ 16" o.c. with 1X6 T&G
Element Details Weight
Dead Loads
Sloped Roof
2x8 @ 16" o.c.2.8 PSF 3.0 PSF
Flat Roof Conv. Framed Flat Roof
Element Details Weight Slope Adj. Weight
Built-up Roof Membrane 3-Ply, Smooth-Surfaced 2.3 PSF 2.5 PSF
1/2" Structural Sheathing 1.8 PSF 1.9 PSF
2x12 @ 16" o.c.2.3 PSF 2.4 PSF
NA 0.0 PSF 0.0 PSF
Miscellaneous | 3 PSF 3.0 PSF 3.2 PSF
Total:10.4 PSF 11.0 PSF
NA 0.0 PSF 0.0 PSF
MEP (0.5 PSF)0.5 PSF 0.5 PSF
Insulation 0.5 0.5 PSF 0.5 PSF
Page 5
HOLD- 829 N
Garfield St1/15/2025
Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE
Project No.:127 Date: 7/3/2024
A. Project Information
Finish:
Sheathing:
Framing:
Misc:
Finish:
Finish:
Finish:
Finish:
Framing:
Misc:
Finish:
Finish:
ID Source D psf L psf LR psf
1 Roof 16 0 20
2 Floor 20 40 0
3 Sub-Floor 13 40 0
4 Int. Wall 16 0 0
5 Ext. Wall 21 0 0
6 Ceiling 10 0 10
7 Solar 4 0 0
8 Flat Roof 11 0 0
3/8" drywall 1.9 PSF
Total:15.7 PSF
5/8" Plaster 5.3 PSF
2x4 @ 16" o.c.0.9 PSF
Insulation 0.5 0.5 PSF
5/8" Plaster 5.3 PSF
3/8" Drywall 1.9 PSF
Int. Walls 2x4 Wall Interior Wall
Element Details Weight
Total:20.8 PSF
3/8" Drywall 1.9 PSF
2x4 @ 16" o.c.0.9 PSF
5/8" Plaster 5.3 PSF
Insulation 0.5 0.5 PSF
7/8" stucco w/ wire lath 10.4 PSF
1/2" Structural Sheathing 1.8 PSF
Ext. Walls 2x4 Wall Exterior Wall
Element Details Weight
System Loads Summary (Live Loads per ASCE 7)
Page 6
HOLD- 829 N
Garfield St1/15/2025
Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE
Project No.:127 Date: 7/3/2024
A. Project Information
1
2
3
4
5
Most importantly, we received the Notice to Correct from the City of Santa Ana &
made it our priority to investigate the specific concerns raised in that letter. From our
review of the said notice, and from discussions with the city engineer, we prepared
plans to repair a) the damaged/cut braced wall diagonals, b) openings/cut-outs in the
floor diaphragm. Furthermore, the proposed repairs restore the existing structural
system to a state that is equivalent to the original conditions. Based on that, and on
our engineering judgment, we ask the city of Santa Ana to consider the structural
scope of the restoration project at 829 N Garfield St under Section 503.13 of the
CEBC. With our proposed repairs, we believe we meet items #1 through #4.
Additionally, an in keeping life & safety our priority, we also proposed additional
retrofit measures to the existing sill plates along the raised wood floor foundation
system to further strengthen the structure. Arguably, this is the weakest link in the
system & retroffing this alone will strengthen the structure to levels exceeding those
Basis of Design Conditions & Assumptions
We have reviewed the existing 2-story structure & completed multiple structural
observations to form a general understanding of a) the existing structural systems, b)
the impact/magnitude of the existing damage to the lateral system and provide
repairs & strengthening where deemed necessary.
The Analysis provided herein is based on information collected from one or more of
the following sources: data captured during site observations completed by ESSE or
outside consultant and photo evidence collected.
From our observations, we determine, overall, the building materials are in GOOD
conditions except at locations of multiple bathrooms were water damage is clearly
present. Additionally, we determined that damage to certain vertical and lateral
elements DO EXISIT & SHALL BE REPAIRED. However, overall, we did not find the
extent (quantity & magnitude) of the damages to pause a risk on life & safety if those
damages can be repaired to a condition similar, equivalent or better than the original
intent of the design.
Page 7
HOLD- 829 N
Garfield St1/15/2025
Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE
Project No.:127 Date: 7/3/2024
A. Project Information
6 The Notice to correct items were addressed in the plan check letter & in our
structural plan check response we elaborate on the items we tackled. Most
importantly, we would like to highlight that we have reviewed the building under the
current lateral design methods. In conclusion, we provided new lateral force
resisting system at 2 gridlines. Those 2 gridlines specifically, we analyzed under ASCE
7-16 & designed accordingly. We believe there were sufficient geometrical
constraint, properties, conditions that would justify from a structural standpoint that
the other gridlines have considerable strength.
Page 8
HOLD- 829 N
Garfield St1/15/2025
Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE
Project No.:127 Date: 7/3/2024
A. Project Information
Page 9
HOLD- 829 N
Garfield St1/15/2025
Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE
Project No.:127 Date: 7/3/2024
A. Project Information
Page 10
HOLD- 829 N
Garfield St1/15/2025
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Wood to Wood
Connectors & Spacing
(inches o.c.)
Connection
to Concrete
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7/
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Page 11
HOLD- 829 N
Garfield St1/15/2025
Pr
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Page 12
HOLD- 829 N
Garfield St1/15/2025
B. Gravity
Orange, CA 92708 | (714) 400-5584 | elie@eliesayegh.com
Page 13
HOLD- 829 N
Garfield St1/15/2025
LI
V
I
N
G
KI
T
C
H
E
N
DI
N
I
N
G
BE
D
R
O
O
M
BA
T
H
CL
O
.
R
.
DN
LIVING / DINING
KITCHEN
BEDROOM 2
BEDROOM 1BATH
HALL
EL
E
C
.
P
A
N
E
L
CLO.
CLO.
R.
LIVING / DINING KITCHEN
BEDROOM 2
BEDROOM 1
BATH
PDR.
HALL
EL
E
C
.
P
A
N
E
L
CLO.
CLO.
P.
R.
LIVING
KITCHEN
DINING
BATH
BEDROOM 1BEDROOM 2
CLO.
CLO.
R.
DN
LI
V
I
N
G
KI
T
C
H
E
N
DI
N
I
N
G
BE
D
R
O
O
M
BA
T
H
CL
O
.
R
.
CONT (E) 2 X 6 ROOF
RAFTERS AT 24" O.C.
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E) HDR(E) HDR
(E) HDR
(E) HDR
(E
)
H
D
R
(E) HDR (E) HDR (E) HDR
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
2
X
8
S
U
B
-
P
U
R
L
I
N
,
S
P
L
I
C
E
D
O
V
E
R
KI
C
K
E
R
S
A
T
1
0
'
O
.
C
.
CONT (E) 2 X 6
ROOF RAFTERS
AT 24" O.C.
(E
)
2
X
6
R
O
O
F
RA
F
T
E
R
S
A
T
2
4
"
O
.
C
.
(E
)
2
X
8
S
U
B
-
P
U
R
L
I
N
,
S
P
L
I
C
E
D
O
V
E
R
KI
C
K
E
R
S
A
T
1
0
'
O
.
C
.
(E) 2 X 8 SUB-PURLIN, SPLICED OVER
KICKERS AT 10' O.C.
(E
)
2
X
6
R
O
O
F
RA
F
T
E
R
S
A
T
2
4
"
O
.
C
.
(E) 2 X 6 ROOF
RAFTERS AT 24" O.C.
(E
)
2
X
8
S
U
B
-
P
U
R
L
I
N
,
S
P
L
I
C
E
D
O
V
E
R
KI
C
K
E
R
S
A
T
1
0
'
O
.
C
.
(E) 2 X 8 CEILING
JOISTS AT 16" O.C.
CONT (E) 2 X 6
ROOF RAFTERS
AT 24" O.C.
(E) 2 X 6 ROOF
RAFTERS AT 24" O.C.
(E
)
2
X
R
I
D
G
E
B
O
A
R
D
(E)
2
X
H
I
P
B
E
A
M
(E)
2
X
H
I
P
B
E
A
M
(E)
2
X
V
A
L
L
E
Y
B
E
A
M
(E)
2
X
H
I
P
B
E
A
M
(E)
2
X
H
I
P
B
E
A
M
(E
)
H
D
R
CONT (E) 2 X 6
ROOF RAFTERS
AT 24" O.C.
(E
)
2
X
8
S
U
B
-
P
U
R
L
I
N
,
S
P
L
I
C
E
D
O
V
E
R
KI
C
K
E
R
S
A
T
1
0
'
O
.
C
.
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E) HDR (E) HDR (E) HDR (E) HDR
2
X
8
C
E
I
L
I
N
G
J
O
I
S
T
S
AT
1
6
"
O
.
C
.
(E) 2 X 8 CEILING
JOISTS AT 16" O.C.
4 SD
2
1 SD
2
TY
P
(N
)
4
X
4
CS
1
4
1 SD
2
TY
P
(N
)
4
X
4
C
S
1
4
(N
)
4
X
4
CS
1
4
(N
)
4
X
4
CS
1
4
(N
)
4
X
4
CS
1
4
4 SD
2
(N
)
4
X
4
(N
)
4
X
4
(N
)
3
12 x
1
1
14 P
S
L
16
'
-
0
"
4
18'-0"
4
6 SD
2
6
L
=
2
6
'
-
0
"
7
L
=
1
4
'
-
0
"
6"
A CB
1
2
3
4
D E
5
21'-4"20'-9"
41'-11"
20
'
-
7
"
18
'
-
0
"
42
'
-
5
"
18
'
-
0
"
SH
E
A
R
K
E
Y
-
R
O
O
F
F
R
A
M
I
N
G
Page 14
HOLD- 829 N
Garfield St1/15/2025
LI
V
I
N
G
KI
T
C
H
E
N
DI
N
I
N
G
BE
D
R
O
O
M
BA
T
H
CL
O
.
R
.
LI
V
I
N
G
KI
T
C
H
E
N
DI
N
I
N
G
BE
D
R
O
O
M
BA
T
H
HA
L
L
CL
O
.
EL
E
C
.
P
A
N
E
L
R
.
LIVING / DINING /
KITCHEN
R.
DROOM
LIVING / DINING /
KITCHEN
BEDROOM
BATH LAUN.
CLO.
R.
UP
UP
LI
V
I
N
G
KI
T
C
H
E
N
DI
N
I
N
G
BE
D
R
O
O
M
BA
T
H
CL
O
.
R
.
LIVING / DINING /
KITCHEN
BEDROOM
BATHLAUN.
CLO.
R.
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
LI
V
I
N
G
KI
T
C
H
E
N
DI
N
I
N
G
BE
D
R
O
O
M
BA
T
H
CL
O
.
R
.
LI
V
I
N
G
KI
T
C
H
E
N
DI
N
I
N
G
BE
D
R
O
O
M
BA
T
H
CL
O
.
R
.
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) HDR
(E
)
H
D
R
(E) HDR (E) HDR (E) HDR
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E) HDR(E) HDR
(E
)
H
D
R
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) CANT 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E
)
4
X
1
2
DR
O
P
B
E
A
M
(E
)
4
X
1
2
DR
O
P
B
E
A
M
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
2
X
1
2
F
L
O
O
R
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E
)
2
X
1
2
F
L
O
O
R
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E
)
2
X
1
2
F
L
O
O
R
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E
)
2
X
1
2
F
L
O
O
R
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E
)
4
X
1
0
DR
O
P
B
E
A
M
(E
)
4
X
1
0
DR
O
P
B
E
A
M
(E
)
4
X
1
0
DR
O
P
B
E
A
M
(E
)
4
X
1
0
DR
O
P
B
E
A
M
(E
)
4
X
1
0
DR
O
P
B
E
A
M
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
2
X
1
2
R
O
O
F
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
(E) 4 X 12 HDR(E) 4 X 12 HDR(E) 4 X 12 HDR(E) 4 X 12 HDR(E) 4 X 12 HDR
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E) CANT 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) CONT 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E
)
2
X
1
2
F
L
O
O
R
JO
I
S
T
S
A
T
1
6
"
O
.
C
.
2.
5
"
D
I
A
.
TY
P
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
4
4
12
SD
3
13
SD
2
1 SD
2
TY
P
1 SD
2
TY
P
(N
)
4
X
4
HT
T
5
(N
)
4
X
4
HT
T
5
(N
)
4
X
4
HT
T
5
14
SD
2
(N
)
4
X
4
(N
)
4
X
4
1
1
1
1
1
1
2.
5
"
D
I
A
.
TY
P
8 SD
1
(N
)
4
X
4
HT
T
5
(N
)
4
X
6
(N
)
4
X
6
16
'
-
0
"
3
5
5
18'-0"
3
16
'
-
0
"
4
9 SD
1
(N
)
4
X
4
HT
T
5
7 SD
2
TY
P
8'-0"
6
8'
-
0
"
6
D E
6
21'-4"20'-9"
20
'
-
7
"
18
'
-
0
"
18
'
-
0
"
42
'
-
5
"
21
'
-
1
"
41'-11"
8
L
=
2
8
'
-
0
"
8
L
=
2
0
'
-
0
"
(N
)
4
X
4
HT
T
5
B-
2
B-
1
B-
4
A CB
1
2
3
4
5
BE
A
M
&
S
H
E
A
R
K
E
Y
-
2
N
D
F
L
O
O
R
Page 15
HOLD- 829 N
Garfield St1/15/2025
Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE
Project No.:127 Date:
Description:(E) Typ Floor Joists - Fb used less than 80% of UBC 1949 (see proceeding page)Beam ID No. 001
Span:13.8 ft TRUE
9.0 ft
6 in ...P1 P2…6 in
2 x 6 DF No. 2 548.6 lbs <- reaction reaction -> 548.6 lbs 2 x 6 DF No. 2
Studs Studs
Uniform Loads
U - Source D psf L psf LR psf tw xi xf ΣD ΣL ΣLR ΣTL
1 Roof 16 0 20 0 ft 0.0 0.0 0.0 0.0
2 Floor 20 40 0 1.33 ft 26.6 53.2 0.0 79.8
3 Int. Wall 16 0 0 0 ft 0.0 0.0 0.0 0.0
4 Ext. Wall 21 0 0 0 ft 0.0 0.0 0.0 0.0
self weight 4 0 0 0 ft 0.0 0.0 0.0 0.0
*Σ =26.6 plf 53.2 plf 0 plf 80 plf
Partial Uniform Loads
PU - Source D psf L psf LR psf tw xi xf ΣD ΣL ΣLR ΣTL
1 Roof 16 0 20 0 ft 0 ft 13.75 ft 0.0 0.0 0.0 0.0
2 Floor 20 40 0 0 ft 0 ft 13.75 ft 0.0 0.0 0.0 0.0
3 Int. Wall 16 0 0 0 ft 0 ft 13.75 ft 0.0 0.0 0.0 0.0
4 Ext. Wall 21 0 0 0 ft 0 ft 13.75 ft 0.0 0.0 0.0 0.0
5 Misc.0 0 0 0 ft 0 ft 13.75 ft 0.0 0.0 0.0 0.0
6 Misc.0 0 0 0 ft 0 ft 13.75 ft 0.0 0.0 0.0 0.0
Concetrated Loads
Source D psf L psf LR psf tw span @ x ΣD ΣL ΣLR ΣTL
P1 Description if any
1 Roof 16 0 20 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
2 Floor 20 40 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
3 Int. Wall 16 0 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
4 Ext. Wall 21 0 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
Σ =0 lbs 0 lbs 0 lbs 0 lbs
P2 Description if any
1 Roof 16 0 20 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
2 Floor 20 40 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
3 Int. Wall 16 0 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
4 Ext. Wall 21 0 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
Σ =0 lbs 0 lbs 0 lbs 0 lbs
Beam Sec.====>V.G. Sawn Lumber
Plies 1 DL TL
b (in)1.5 d (in)11.25 ρ (lb3)33 Left Reaction(lbs)183 549
S (in3)31.6 Q (in3)23.7 w (plf)4 Right Reaction(lbs)183 549
I (in3)178.0 E (psi)2E+06 Max Shear (lbs)161 483
Area 16.9 EMIN (psi)580000 Max Moment (lbs-ft)629 1886
NDS Stress Factors
Cd Cr Ct Cm Cv Cf Cl Cfu Ci
1.00 1.15 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Shear fv 42.91 Fv 180 24%
Bending fb 715.24 Fb 1035 69%V
Bearing left 66.50 Fc 625 11%
Bearing right 66.50 Fc 625 11%M
Deflection Δ (DL)-0.08 L/480 -0.34 in 22%
Deflection Δ (LL)-0.15 L/360 -0.46 in 33%Δ
Deflection Δ (TL)-0.23 L/240 -0.69 in 33%
full span
2 x 12 DF No. 2
DC
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Elie Sayegh Structural Engineering, LLC | (714) 400-5584 | elie@eliesayegh.com
7/3/2024
Gravity Beam Design
full span
full span
full span
full span
Compression Braced
Page 16
HOLD- 829 N
Garfield St1/15/2025
Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE
Project No.:127 Date:
Description:(N) Header (Unit #1 & #2)Beam ID No. 002
Span:3.0 ft TRUE
9.0 ft
6 in ...P1 P2…6 in
2 x 4 DF No. 2 1512 lbs <- reaction reaction -> 1512 lbs 2 x 4 DF No. 2
Studs Studs
Uniform Loads
U - Source D psf L psf LR psf tw xi xf ΣD ΣL ΣLR ΣTL
1 Roof 16 0 20 10.5 ft 168.0 0.0 210.0 378.0
2 Floor 20 40 0 10.5 ft 210.0 420.0 0.0 630.0
3 Int. Wall 16 0 0 0 ft 0.0 0.0 0.0 0.0
4 Ext. Wall 21 0 0 0 ft 0.0 0.0 0.0 0.0
self weight 5 0 0 0 ft 0.0 0.0 0.0 0.0
*Σ =378 plf 420 plf 210 plf 1008 plf
Partial Uniform Loads
PU - Source D psf L psf LR psf tw xi xf ΣD ΣL ΣLR ΣTL
1 Roof 16 0 20 0 ft 0 ft 3 ft 0.0 0.0 0.0 0.0
2 Floor 20 40 0 0 ft 0 ft 3 ft 0.0 0.0 0.0 0.0
3 Int. Wall 16 0 0 0 ft 0 ft 3 ft 0.0 0.0 0.0 0.0
4 Ext. Wall 21 0 0 0 ft 0 ft 3 ft 0.0 0.0 0.0 0.0
5 Misc.0 0 0 0 ft 0 ft 3 ft 0.0 0.0 0.0 0.0
6 Misc.0 0 0 0 ft 0 ft 3 ft 0.0 0.0 0.0 0.0
Concetrated Loads
Source D psf L psf LR psf tw span @ x ΣD ΣL ΣLR ΣTL
P1 Description if any
1 Roof 16 0 20 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
2 Floor 20 40 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
3 Int. Wall 16 0 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
4 Ext. Wall 21 0 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
Σ =0 lbs 0 lbs 0 lbs 0 lbs
P2 Description if any
1 Roof 16 0 20 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
2 Floor 20 40 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
3 Int. Wall 16 0 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
4 Ext. Wall 21 0 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
Σ =0 lbs 0 lbs 0 lbs 0 lbs
Beam Sec.====>V.G. Sawn Lumber
Plies 1 DL TL
b (in)3.5 d (in)5.5 ρ (lb3)33 Left Reaction(lbs)567 1512
S (in3)17.6 Q (in3)13.2 w (plf)4 Right Reaction(lbs)567 1512
I (in3)48.5 E (psi)2E+06 Max Shear (lbs)397 1058
Area 19.3 EMIN (psi)580000 Max Moment (lbs-ft)425 1134
NDS Stress Factors
Cd Cr Ct Cm Cv Cf Cl Cfu Ci
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Shear fv 82.47 Fv 180 46%
Bending fb 771.17 Fb 900 86%V
Bearing left 288.00 Fc 625 46%
Bearing right 288.00 Fc 625 46%M
Deflection Δ (DL)-0.01 L/480 -0.08 in 12%
Deflection Δ (LL)-0.01 L/360 -0.1 in 15%Δ
Deflection Δ (TL)-0.02 L/240 -0.15 in 16%
full span
4 x 6 DF No. 2
DC
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Elie Sayegh Structural Engineering, LLC | (714) 400-5584 | elie@eliesayegh.com
7/3/2024
Gravity Beam Design
full span
full span
full span
full span
Compression Braced
Page 17
HOLD- 829 N
Garfield St1/15/2025
Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE
Project No.:127 Date:
Description:(N) Ceiling Beam @ Unit #9 Beam ID No. 003
Span:16.5 ft FALSE
9.0 ft
6 in ...P1 P2…6 in
4x 4 DF No. 2 2376 lbs <- reaction reaction -> 2376 lbs 4 x 4 DF No. 2
Studs Studs
Uniform Loads
U - Source D psf L psf LR psf tw xi xf ΣD ΣL ΣLR ΣTL
1 Roof 16 0 20 8 ft 128.0 0.0 160.0 288.0
2 Floor 20 40 0 0 ft 0.0 0.0 0.0 0.0
3 Int. Wall 16 0 0 0 ft 0.0 0.0 0.0 0.0
4 Ext. Wall 21 0 0 0 ft 0.0 0.0 0.0 0.0
self weight 10 0 0 0 ft 0.0 0.0 0.0 0.0
*Σ =128 plf 0 plf 160 plf 288 plf
Partial Uniform Loads
PU - Source D psf L psf LR psf tw xi xf ΣD ΣL ΣLR ΣTL
1 Roof 16 0 20 0 ft 0 ft 16.5 ft 0.0 0.0 0.0 0.0
2 Floor 20 40 0 0 ft 0 ft 16.5 ft 0.0 0.0 0.0 0.0
3 Int. Wall 16 0 0 0 ft 0 ft 16.5 ft 0.0 0.0 0.0 0.0
4 Ext. Wall 21 0 0 0 ft 0 ft 16.5 ft 0.0 0.0 0.0 0.0
5 Misc.0 0 0 0 ft 0 ft 16.5 ft 0.0 0.0 0.0 0.0
6 Misc.0 0 0 0 ft 0 ft 16.5 ft 0.0 0.0 0.0 0.0
Concetrated Loads
Source D psf L psf LR psf tw span @ x ΣD ΣL ΣLR ΣTL
P1 Description if any
1 Roof 16 0 20 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
2 Floor 20 40 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
3 Int. Wall 16 0 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
4 Ext. Wall 21 0 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
Σ =0 lbs 0 lbs 0 lbs 0 lbs
P2 Description if any
1 Roof 16 0 20 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
2 Floor 20 40 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
3 Int. Wall 16 0 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
4 Ext. Wall 21 0 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
Σ =0 lbs 0 lbs 0 lbs 0 lbs
Beam Sec.====>Manuf. Lumber
Plies 1 DL TL
b (in)3.5 d (in)11.25 ρ (lb3)33 Left Reaction(lbs)1056 2376
S (in3)73.8 Q (in3)55.4 w (plf)9 Right Reaction(lbs)1056 2376
I (in3)415.3 E (psi)2E+06 Max Shear (lbs)950 2138
Area 39.4 EMIN (psi)1E+06 Max Moment (lbs-ft)4356 9801
NDS Stress Factors
Cd Cr Ct Cm Cv Cf Cl Cfu Ci
1.25 1.00 1.00 1.00 1.00 1.00 0.89 1.00 1.00
Shear fv 81.46 Fv 362.5 22%
Bending fb 1593.05 Fb 3231.3 49%V
Bearing left #N/A Fc 625 #N/A
Bearing right 193.96 Fc 625 31%M
Deflection Δ (DL)-0.26 L/480 -0.41 in 62%
Deflection Δ (LL)-0.32 L/360 -0.55 in 58%Δ
Deflection Δ (TL)-0.58 L/240 -0.83 in 70%
full span
3.5 x 11.25 Parallam PSL 2.0E
DC
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Elie Sayegh Structural Engineering, LLC | (714) 400-5584 | elie@eliesayegh.com
7/3/2024
Gravity Beam Design
full span
full span
full span
full span
Compression Braced
Page 18
HOLD- 829 N
Garfield St1/15/2025
Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE
Project No.:127 Date:
Description:(E) Garage Roof Joists w/ Concetrated Mechanical Unit Load Beam ID No. 003
Span:21.0 ft TRUE
9.0 ft
6 in ...P1 P2…6 in
2 x 4 DF No. 2 520.5 lbs <- reaction reaction -> 465.3 lbs 2 x 4 DF No. 2
Studs Studs
Uniform Loads
U - Source D psf L psf LR psf tw xi xf ΣD ΣL ΣLR ΣTL
1 Flat Roof 11 0 20 1.33 ft 14.6 0.0 26.6 41.2
2 Floor 20 40 0 0 ft 0.0 0.0 0.0 0.0
3 Int. Wall 16 0 0 0 ft 0.0 0.0 0.0 0.0
4 Ext. Wall 21 0 0 0 ft 0.0 0.0 0.0 0.0
self weight 4 0 0 0 ft 0.0 0.0 0.0 0.0
*Σ =14.63 plf 0 plf 26.6 plf 41 plf
Partial Uniform Loads
PU - Source D psf L psf LR psf tw xi xf ΣD ΣL ΣLR ΣTL
1 Roof 16 0 20 0 ft 0 ft 21 ft 0.0 0.0 0.0 0.0
2 Floor 20 40 0 0 ft 0 ft 21 ft 0.0 0.0 0.0 0.0
3 Int. Wall 16 0 0 0 ft 0 ft 21 ft 0.0 0.0 0.0 0.0
4 Ext. Wall 21 0 0 0 ft 0 ft 21 ft 0.0 0.0 0.0 0.0
5 Misc.0 0 0 0 ft 0 ft 21 ft 0.0 0.0 0.0 0.0
6 Misc.0 0 0 0 ft 0 ft 21 ft 0.0 0.0 0.0 0.0
Concetrated Loads
Source D psf L psf LR psf tw span @ x ΣD ΣL ΣLR ΣTL
P1 Mech Unit (160# & Pad 20#) - Span 3', half trib to joist.
1 Misc.180 0 0 1 ft 1 ft 5.67 ft 90.0 0.0 0.0 90.0
2 Floor 20 40 0 1 ft 1 ft 5.67 ft 10.0 20.0 0.0 30.0
3 Int. Wall 16 0 0 0 ft 1 ft 5.67 ft 0.0 0.0 0.0 0.0
4 Ext. Wall 21 0 0 0 ft 1 ft 5.67 ft 0.0 0.0 0.0 0.0
Σ =100 lbs 20 lbs 0 lbs 120 lbs
P2 Description if any
1 Roof 16 0 20 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
2 Floor 20 40 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
3 Int. Wall 16 0 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
4 Ext. Wall 21 0 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0
Σ =0 lbs 0 lbs 0 lbs 0 lbs
Beam Sec.====>V.G. Sawn Lumber
Plies 1 DL TL
b (in)1.5 d (in)11.25 ρ (lb3)33 Left Reaction(lbs)227 521
S (in3)31.6 Q (in3)23.7 w (plf)4 Right Reaction(lbs)181 465
I (in3)178.0 E (psi)2E+06 Max Shear (lbs)214 486
Area 16.9 EMIN (psi)580000 Max Moment (lbs-ft)1115 2626
NDS Stress Factors
Cd Cr Ct Cm Cv Cf Cl Cfu Ci
1.25 1.15 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Shear fv 43.19 Fv 225 19%
Bending fb 995.81 Fb 1293.8 77%V
Bearing left 99.15 Fc 625 16%
Bearing right 88.63 Fc 625 14%M
Deflection Δ (DL)-0.31 L/480 -0.53 in 59%
Deflection Δ (LL)-0.43 L/360 -0.7 in 61%Δ
Deflection Δ (TL)-0.74 L/240 -1.05 in 70%
full span
2 x 12 DF No. 2
DC
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Elie Sayegh Structural Engineering, LLC | (714) 400-5584 | elie@eliesayegh.com
7/3/2024
Gravity Beam Design
full span
full span
full span
full span
Compression Braced
Page 19
HOLD- 829 N
Garfield St1/15/2025
C. Lateral
Orange, CA 92708 | (714) 400-5584 | elie@eliesayegh.com
Page 20
HOLD- 829 N
Garfield St1/15/2025
LI
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CONT (E) 2 X 6
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AT 24" O.C.
(E
)
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(E) 2 X 8 CEILING
JOISTS AT 16" O.C.
CONT (E) 2 X 6
ROOF RAFTERS
AT 24" O.C.
(E) 2 X 6 ROOF
RAFTERS AT 24" O.C.
(E
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(E) 2 X 8 CEILING
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4 SD
2
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)
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4
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)
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4
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A CB
1
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41'-11"
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Page 21
HOLD- 829 N
Garfield St1/15/2025
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UP
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(E) 2 X 12 FLOOR
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(E) 2 X 12 FLOOR
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(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) HDR
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(E) 2 X 12 FLOOR
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(E) CANT 2 X 12 FLOOR
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(E) 4 X 12 HDR(E) 4 X 12 HDR(E) 4 X 12 HDR(E) 4 X 12 HDR(E) 4 X 12 HDR
(E
)
H
D
R
(E
)
H
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(E
)
H
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(E
)
H
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(E
)
H
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(E
)
H
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(E) CANT 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) CONT 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E) 2 X 12 FLOOR
JOISTS AT 16" O.C.
(E
)
2
X
1
2
F
L
O
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5
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D
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(E
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)
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4
4
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SD
3
13
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2
1 SD
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TY
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1 SD
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(N
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4
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4
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5
(N
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4
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.
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(N
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(N
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16
'
-
0
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3
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16
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-
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4
9 SD
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8'-0"
6
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-
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D E
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21'-4"20'-9"
20
'
-
7
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18
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-
0
"
18
'
-
0
"
42
'
-
5
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21
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-
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41'-11"
8
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"
8
L
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'
-
0
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(N
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B-
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4
A CB
1
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N
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F
L
O
O
R
Page 22
HOLD- 829 N
Garfield St1/15/2025
Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE
Project No.:127 Date:
Gridlines 1, 2, A, & C, 4 & 5, E & D
Gridlines B & 3
Gridline 6
Existing walls are a exterior or partially exterior perimeter wall with horizontal 1X decking
supported over existing continuous concrete foundation. Additionally they are significant in length
& with very low height to width (length) ratio. The walls are also stucco'd and they are not of tall
plate heights. There are no newly introduced seismic weights. Strengthening is not required, and
we believe is not necessary.
Those gridlines fall along the interior party walls of the units and are not supported on a concrete
stem footing. New lateral force resisting system would introduce new continuous foundation at
those gridlines reducing the span between party walls where not solid concrete foundation is
provided. Additionally, those gridlines align with the damaged braced walls. New shear walls have
been designed to support what would be the tributary loads under today's flexible diaphragm
design & per the ASCE Ch. 12 Equivalent Lateral Force approach.
Proceeding lateral calculations consider the entire building geometry & weights, but narrows down
to the 2 aforementioned gridlines. Finally, additional shear walls or & shear penal retrofits are
shown on the plans. These are added by design inspection & not as a result of a specific lateral
calculation.
This the transverse final gridline in line with the back side garages. They are support only a single
story roof that is lightweight. No added weight are being introduced, no restoration is taking place,
and therefore strengthening is not required, and we believe is not necessary.
7/3/2024
C. LATERAL ANALYSIS - RESTORATION NOTES
Lateral Design Summary
Our main basis of not analyzing the entirety of the existing structure under CBC & ASCE 7 is the
lack of seismic weight increase that exceeds the 10% threshold implied in the CEBC section CEBC
502.5. Nonetheless, we reviewed each of the shear lines & provided new shear walls designed per
the ASCE 7-16 Ch.12 at locations where a) we believed it would provided added lateral strength
countering any deficiencies due to the damages noted to the braced wall system.
Page 23
HOLD- 829 N
Garfield St1/15/2025
Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE
Project No.:127 Date:
Level Block Xi (1)Xi (2)Yi (1)Yi (2)Area
A 0.00 ft 21.00 ft 0.00 ft 42.75 ft 898 ft
B 21.00 ft 56.00 ft 0.00 ft 39.75 ft 1391 ft
C 56.00 ft 100.75 ft 0.00 ft 42.75 ft 1913 ft
Total 4202 ft
Level Block Xi (1)Xi (2)Yi (1)Yi (2)Area
A 0.00 ft 21.00 ft 0.00 ft 42.75 ft 898 ft
B 21.00 ft 56.00 ft 0.00 ft 39.75 ft 1391 ft
C 56.00 ft 118.75 ft 0.00 ft 42.75 ft 2683 ft
Total 4972 ft
Level Wt (psf) H (ft) Level t (ft)Add'l h (ft)
Roof 16.0 8.00 4.33 2.33
2nd Floor 20.0 8.00 1.00 0.00
F.F.- 1.50 - -
7/3/2024
C. Lateral Forces
Building Geometry - Horizontal
Roof
2nd Floor
Building Geometry - Vertical
Page 24
HOLD- 829 N
Garfield St1/15/2025
Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE
Project No.:127 Date: 7/3/2024
C. Lateral Forces
SDS 1.038 I 1.0
SMS 1.556 R 6.5
Cs = SDS / (R/I)=0.160
Base Shear V =Cs W =0.160 x W
Base Shear V (ASD) =0.7 Cs W =0.112 x W
Vertical Seismic Ev =.2SDS x W =0.208 x W
Area (s.f)Weight (psf)Avg H (ft)
4202 16.0 22.8
4202 14.0 17.8
Total 20.5
Area Weight (psf)Avg H (ft)
4972 20.0 10.5
4972 28.0 10.5
Total 19.9
Level H (ft) W (lbs) W*H F (lbs) F (psf)
Roof 20.5 126061.9 2584170 14304 3.40
2nd Floor 19.87649 126061.9 2505668 13869 2.79
252123.75 5089838 28173 6.19
Roof
Vertical Distribution
2nd Floor Diaphragm
Tributary Walls
Weight (lbs)
126062
139204
99431
Seismic Mass Elements
2nd Floor
Seismic Mass Elements
Roof Diaphragm
Tributary Walls
Seismic Paramters
Seismic Loads
Weight (lbs)
67233
58829
126062
Page 25
HOLD- 829 N
Garfield St1/15/2025
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Page 26
HOLD- 829 N
Garfield St1/15/2025
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Page 27
HOLD- 829 N
Garfield St1/15/2025
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Shear W (PLF)
Shear EQ (PLF)
SW Type
SW Capacity (Lbs)
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Wind Uplift (Lbs)
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(Lbs)
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Uplift (Lbs)
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SW Type
SW Capacity (Lbs)
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Wind Uplift (Lbs)
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Page 28
HOLD- 829 N
Garfield St1/15/2025
D. Foundation
Orange, CA 92708 | (714) 400-5584 | elie@eliesayegh.com
Page 29
HOLD- 829 N
Garfield St1/15/2025
Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE
Project No.:127 Date:
Allow. bearing pressure:1500 psf
Min. size
(sq. ft.)
Min. sq.
dim. (in)
Use size
(sq. in)
4.00 24 24 x 24
5.06 27 27 x 27
6.25 30 30 x 30
7.56 33 33 x 33
9.00 36 36 x 36
Exterior Footing Max Allowable Linear Load
D psf L psf LR psf Trib. W ft DL (plf) LL (plf) LR (plf)
Roof 16 0 20 10 160 0 200
Floor 20 40 0 10 200 400 0
Int. Wall 16 0 0 0 0 0 0
Ext. Wall 21 0 0 20 420 0 0 Gov. Total
780 400 200 1230
Exterior Footing Max Allowable Concentrated Load
W (in.) D (in.)Allow. brg. (psf)Allow. line load
12 18 1500 1500 plf
4500 lbs.
Interior Footing Max Allowable Linear Load
D psf L psf LR psf Trib. W ft DL (plf) LL (plf) LR (plf)
Roof 16 0 20 20 320 0 400
Floor 20 40 0 10 200 400 0
Int. Wall 16 0 0 20 320 0 0
Ext. Wall 21 0 0 0 0 0 0 Gov. Total
840 400 400 1440
Int. Footing Allowable
W (in.) D (in.)Allow. brg. (psf)Allow. line load
12 12 1500 1500 plf
3000 lbs.
30" Sq. Pad
33" Sq. Pad
36" Sq. Pad
FOOTING OK
7/3/2024
Allow. Point Load
FOOTING OK
Elie Sayegh Structural Engineering, LLC | (714) 400-5584 | elie@eliesayegh.com
Allow. Point Load
D. Foundation - Continuous & Isolated Pad Footings
Allo. Load (lbs)
6000
7594
9375
11344
13500
Size
24" Sq. Pad
27" Sq. Pad
Page 30
HOLD- 829 N
Garfield St1/15/2025
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
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O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs
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