HomeMy WebLinkAbout10146234.pdfNOTES
1, CONTRACTOR SHALL, PRIOR TO COMMENCEMENT OF WORK, FIELD VERIFY
ALL EXISTING PROJECT CONDITIONS, INCLUDING DIMENSIONS AND UTILITY
LOCATIONS AND UTILITY SIZES.
CONTRACTOR SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL WORK AND
MATERIALS - INCLUDING THOSE FURNISHED BY SUBCONTRACTORS,
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES;DO NOT
SCALE DRAWINGS TO DETERMINE ANY LOCATIONS, THE ARCHITECT
SHALL BE NOTIFIED OF ANY DISCREPANCIES, PRIOR TO CONTINUING
WITH WORK,
2, ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF ALL
APPLICABLE BUILDING CODES, THE AMERICANS WITH DISABILITIES ACT,
AS WELL AS ALL OTHER LOCAL GOVERNING CODES AND ORDINANCES,
3, ALL ELECTRICAL, MECHANICAL, AND PLUMBING WORK SHALL CONFORM
TO THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED AUTHORITIES
HAVING JURISDICTION,
4, THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER
AND SECURED BY THE GENERAL CONTRACTOR, ALL OTHER REQUIRED
PERMITS SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR OR
SUBCONTRACTOR DIRECTLY RESPONSIBLE.
5, CONTRACTOR SHALL ASSIST OWNER IN OBTAINING FINAL APPROVAL OF
LOCAL HEALTH DEPARTMENT AND THE TEMPORARY ADN FINAL
CERTIFICATES OF OCCUPANCY,
6, CONTRACTOR SHALL PROVIDE BACKING FOR SUPPORT OF
ALL WALL, CEILING, AND PARTITION MOUNTED ITEMS SUCH AS
LIGHT FIXTURES, SHELVING, EQUIPMENT, AND TELEVISIONS,
COORDINATE LOCATIONS AND REQUIREMENTS WITH THE
PLUMBING, MECHANICAL, ELECTRICAL DRAWINGS,
7, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL
EXISTING UTILITIES, WETHER SHOWN HEREIN OR NOT, AND TO PROTECT
THEM FROM DAMAGE, THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR
THE REPAIR OR REPLACEMENT OF UTILITIES AND ALL OTHER PROPERTY
DAMAGE BY OPERATIONS IN CONJUNCTION WITH EXECUTION OF WORK,
8, CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION IN ACCORDANCE
WITH ALL APPLICABLE BUILDING CODES,
CONTRACTOR SHALL PROVIDE REQUIRED PROTECTION INCLUDING, BUT NOT
LIMITED TO, SHORING, BRACING, AND ALL OTHER SUPPORTS (INCLUDING
ENGINEERING OF SYSTEMS) NECESSARY TO MAINTAIN OVERALL STRUCTURAL
INTEGRITY OF THE BUILDING,
ALL DEMOLITION AND CUTTING SHALL BE PERFORMED IN A MANNER AND
BY THE METHODS WHICH ENSURE AGAINST DAMAGE TO EXISTING WORK,
9, INTERIOR WALL AND CEILING FINISHES. SHALL NOT EXCEED FLAME SPREAD
CLASSIFICATIONS DICTATED BY ALL APPLICABLE BUILDING CODES,
10, GYPSUM BARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO
ALL LOCAL GOVERNING BUILDING CODES AND ORDINANCES,
11. ALL GLASS AND GLAZING SHALL COMPLY WITH ALL APPLICABLE BUILDING
CODES AS WELL AS THE U,S, CONSUMER PRODUCT SAFETY COMMISSION,
SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (47 FR,
13516 TITLE NO, 16, CHAPTER 11, PART 1201).
12, PIPES, CONDUITS, OR DUCTS EXCEEDING ONE THIRD OF THE SLAB OR
MEMBER THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE
UNLESS SPECIFICALLY DETAILED, REFER TO MECHANICAL, ELECTRICAL,
PLUMBING, ADN STRUCTURAL DRAWINGS FOR LOCATION OF SLEEVES AND
OTHER ACCESSORIES.
16, EXTERIOR OPENINGS SHALL COMPLY WITH ALL SECURITY REQUIREMENTS
AS OUTLINED IN ALL LOCAL BUILDING CODES AND ORDINANCES,
18. ROOF OBSTRUCTIONS SUCH AS TELEVISIONS ANTENNA, SOLAR PANELS,
AND GUY WIRES SHALL NOT BE LOCATED OR INSTALLED IN SUCH A
WAY AS TO PREVENT FIRE DEPARTMENT ACCESS OR EGRESS IN THE
EVENT OF A FIRE,
NOTE:
SEPERATE PERMITS ARE REQUIRED FOR EACH (BUILDING), (ACCESORY
BUILDING), (POOL OR SPA), (FENCE/WALL), (RETAINING WALL),
(MECHANICAL), (ELECTRICAL), (PLUMBING).
DESI LOADS
DESIGN LOADS:
20 psf
40 psf
10 psf
8 psf
70 MPH, EXP."C"
19, GALVANIZED SHEET METAL (28 gauge rein,) ROOF
VALLEY FLASHING IS REQUIRED.
20, PLUMING FACILITIES, INCLUDING LAUNDRY FACILITIES,
SHALL BE PROVIDED IN ACCORDANCE WITH THE
CALIFORNIA PLUMBING CODE SECTION 413,0
AND CPC TABLE 4-1,
21, IN EVERY BEDROOM AND BASEMENT, PROVIDE ONE
OPENABLE ESCAPE WINDOW MEETING (24" HEIGHT
AND 20" WIDTH MINIMUM AND A SILL HEIGHT NOT
OVER 44" ABOVE FLOOR, OFFICE ROOM CANNOT BE
USED AS A SLEEPING BEDROOM,
22, GLASS AND GLAZING SHALL BE IN ACCORDANCE WITH
CBC CHAPTER 24,
23, SLIDING GLASS DOORS (PATIO TYPE) SHALL HAVE
CATEGORY II CLASSIFICATION PER CBC CHAPTER 24
AND UBC STD, 24-2.
24, GLAZING IN DOORS AND FIXED GLAZED PANELS OF
MORE THAN 9 S,F, SHALL HAVE CATEGORY II
CLASSIFICATION PER CBC CHAPTER 24 AND UBC STD,
24-2.
25, GLAZING IN DOORS AND FIXED GLAZED PANELS OF 9 S.F,
OR LESS SHALL HAVE CATEGORY I CLASSIFICATION PER
CBC CHAPTER 24 AND UBC STD, 24-2,
26, GLAZING IN DOORS AND ENCLOSOURES FOR BATHTUBS
AND SHOWERS SHALL HAVE CATEGORY II CLASSIFICATION
PER CBC CHAPTER 24 AND UBC STD, 24-2,
27, GLAZED WARDROBE DOORS SHALL MEET THE IMPACT
TEST REQUIREMENTS OF UBC STD, 24-2, PART II,
LAMINATED GLASS MUST ALSO MEET THE BOIL TEST
REQUIREMENTS OF UBC STD, 24-2 PART II.
28, ALL PLUMBING WALLS ARE TO BE FRAMED WITH A
MINIMUM OF 6" STUDS,
29, PROVIDE FIRE BLOKING IN CONCEALED SPACES OF
STUD WALLS AND PARTITIONS, INCLUDING FURRED
SPACES AT THE CEILING AND FLOOR LEVEL AND AT
10' INTERVALS BOTH VERTICAL AND HORIZONTAL,
30, AT LEAST ONE EXIT DOOR NOT LESS THAN 3' WIDE
AND 6' 8" IN HEIGHT IS REQUIRED, AND THE EXIT
DOOR SHALL BE CAPABLE OF PROVIDING AN EXIT
OPENING OF 32" MINIMUM CLEAR WIDTH, (1003,3,1)
31, EXIT DOORS FROM INDIVIDUAL DWELING UNITS HAVING
AN OCCUPANT LOAD OF 10 OR LESS MAY BE PROVIDED
WITH A NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN
PROVIDED SUCH DEVICES ARE OPENABLE FROM THE
INSIDE WITHOUT THE USE OF A KEY OR TOOL OR SPECIAL
KNOWLEDGE OR EFFORT AND MOUNTED AT A HEIGHT NOT
TO EXCEED 48" ABOVE THE FINISHED FLOOR, (1003.3,1,8)
32, REGARDLESS OF THE OCCUPANT LOAD, THERE SHALL BE
A FLOOR OR LANDING ON EACH SIDE OF A DOOR, THE
FLOOR OR LANDING SHALL NOT BE MORE THAN ❑NE -INCH
LOWER THAN THE THRESHOLD OF THE DOORWAY, LANDING
SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS, WHICH
MAY HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL
IN 12 UNITS HORIZONTAL (2% SLOPE) (1003,316)
33. A DOOR MAY OPEN AT LANDING THAT IS NOT MORE THAN
7 1/2 INCHES LOWER THAN THE FLOOR LEVEL PROVIDED
THE DOOR DOES NOT SWING OVER THE LANDING,
34, SCREEN DOORS AND STORM DOORS MAY SWING OVER OVER
STAIRS, STEPS OR LANDIGS,
35, PIPES, DUCTS AND OTHER NONSTRUCTURAL CONSTRUCTION
SHALL NOT INTERFERE WITH ACCESSIBILITY TO OR WITHIN
UNDERFLOOR AREA (2306,3)
36, THE DWELING SHALL HAVE WATER CLOSETS (TOILETS)
WHICH USE NO MORE THAN 1,6 GALLONS PER FLUSHXPC 402,0)
1.-2001 CALIFORMIA ENERGY CODE (TITLE24, PART 6)
2.-2001 CALIFORNIA BUILDING CODE (CBC)
3.-2001 CALIFORNIA ELECTRICAL CODE (CEC)
4.-2001 CALIFORNIA MECHANICAL CODE (CMC)
5.-2001 CALIFORNIA PLUMBLING CODE (CPC)
i . Contractor shall verify all requirements, material Specifications, conditions
and dimen5ion5 shown on plans against actual 'ob site, floor plan and
manufacturer's req,uirement5 to check for any required tolerances for
foundation layouts, such a5, gap at mod -lines. Notify Engineer of the
following: abnormal conditions, deficien01e5, discrepancies, clarification,
m15under5tanding5, typos, m15take5, items m155ing from drawings, m1551ng
reference, details or notes before proceeding.
2. There should be a construction meeting before proceeding with construction.
a'-o'
PROPERTY LINE 64'
24'-0*
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EXISTING
/PAT10 /
,r PROPOSED SECONDFLOOR 983..5'S..
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- 23'-4" ---- # 10'-0` -* V-0•
VACINITY MAIi
EXISTING TWO CAR GARAGE SQ. FOOTAGE
EXISTING LIVING AREA SQ. FOOTAGE
EXISTING REAR PATIO SQ. FOOTAGE
PROPOSED SECOND FLOOR ADDITION AREA SQ. FOOTAGE
TOTAL AREA SQ. FOOTAGE
LOT SQUARE FOOTAGE
LOT COVERAGE
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MAP BOOK
PAG. 829 GRID C6
,BUILDING ZONE
CITY
SANTA ANA
COUNTY
ORANGE
STATE
CALIFORNIA
A.P.N.
408-343-16
CONST. TYPE
Y
OCCUPANCY
R-1
GARAGE
NUMBER OF STORIES
1
SHEET INDEX
SITE
NO SCALE
1143 S.F.
320 S.F.
983.5 S.F.
2938.5 S.F.
6400 S.F.
45.91 %
TITLE SHEET/PLOT PLAN
EXISTING FLOOR PLAN &
PROPOSED FLOOR ADDITION PLAN
UTILITY PLAN
ELEVATIONS
FOUNDATION PLAN
FLOOR FRAMING PLAN AND
ROOF FRAMING PLAN
DETAILS
ENERGY FORMS
REVISIONS DATE BY
FIRST ISSUE 08-25-04
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44'-0"
- 4'- 42 7 10-22" 7'-1 1 "
lip
9' 0" 9'-42
5' -9" 9' -4" 5' -10'�
G FIRST FLOq
PSED
SCALE: 1/4" = 1'41 1
`sass
5'-9" 9'-4" 5'-10"
EXISTING FIRST F C
SCALE: 1/8" = 1'-0"
21'-6"
SANTA ANA POLICE DEPARTMENT
RESIDENTIAL SECURITY
REQUIREMENTS
Exterior swinging doors must be solid core, 1 ',:" thick or with panels 9i 16" thick. (8-210,A)
2, Doors leading from a garage into a dwelling unit must be solid core, 1 3.8" thick. (8-210.8)
3 (Specify that aove doors be equied with 8-210.C) specify make and model number. (Titan lapprovedt locks by the Police Department
790 or Equal)
4, Specify flush bolt with 5/8" innbedment into head and threshold on inactive leaves of exterior
double doors. (8-2101)
5, Glazing in exterior doors or within 40" of the latch must be tempered or burglary resistant
(8-210.F)
6, Hinges for out swinging doors ;must have non -removable pins (NRP). (8-210.G)
7. Strike plates must be 3 9:" long, secured to the jamb with screws 2 ''/," in length. (8-210.11)
8, Front exterior doors to be equipped with 180 door viewers or clear vision panels. (8-210.1)
9. Each structure nmst have a street address or other identification , which is visible from the street.
Figures must be 4" minimum in height of a color contrasting to the background. (8-210. KI )
M Provide an illuminated plot plan of the complex at each driveway entrance. (8-210.K2)
11. Specify light fixtures, at exterior doors, which provide one foot candle of light at ground level.
(8-210, L)
12, Parking lots and parking structures of multiple dwelling complexes must be provided with one
foot candle of tight. (8-210,N)
13. Required exterior light fixtures must be vandal resistant types.
14. Wooden garage doors must have panels 5i 16" in thickness. (8-208.A1)
15. Garage doors more than 16 feet in width must have two locking points. (8-208.C)
16. Slide bolt assemblies must be attached to the doorframe with non -removable bolts, (8-208.D)
17, The Slide bolt must be 3i8" in diameter. (8-208.D)
18. Windows and sliding glass doors must comply with test standards of section 8-212. Specify make
and model number. (8-209•A) If not approved must install slide bolts and pemnanent anti -lift
devices in upper track of window and door.
19. Louvered window may not be used within 12' vertically or 6'horizomally from any walkway
surface.
20, All skylights shall be provided with rated burglary resistant glazing. (8-210)
troy d !0•31-03)
no
OPO�S'S'�D
40'-0"
13'-7" 4,-6" 21'-11
9,_811 12,_7„ 5,_52„
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28'-4" -
PROPOSED SECOND FLOOR ADDITION
HANDRAIL
GUARDRAILS FOR STAIRS, BALCONIES
AND LANDINGS SHOULD HAVE A
MAXIMUM OF 4" CLEARANCE
BETWEEN INTERMEDIATE RAILS
AND GUARDRAIL HEIGHT OF AT
LEAST 36"
2x CAP w/EASED EDGES
6491%19XIISIZ
GYP. BD.--,
FLOOR FRAMING
SEE STRUCTURAL
GUARD RAIL
3 1 /2" MIN.
HAND GRIP PORTION OF HANDRAILS SHOULD NOT BE LESS THAN
1 1 /4" OR MORE THAN 2" IN CROSS -SECTIONAL DIMENSION OR
THE SHAPE SHOULD PROVIDE AN EQUIVALENT GRIPPING SURFACE
WITH NO SHARP CORNER PER UBC 1003,3,3,6.
WALL BRACKETS & ANCHORS
PER MANUFACTURES
SHOP DRAWINGS
2x BACKING @ RACKETS
PROVIDE MIN. (4 16d NAILS
@ EACH SIDE 0 26
BACKING @ ADJACENT STUDS
GYP. BD.
HANDRAIL @ WALL
PI M
H IS
SCALE: 1/4" = 1'-0"
WINDOW SCHEDULE
SYM.
SIZE
TYPE
QUAN.
A
2'-0" X 3'-0"
HOR. SLIDING
1
@
2'-0$$ X 1'-0"
HOR. SLIDING -rS p_
1
�C
3'-0" X 1'-6"
HOR. SLIDING
1
D
3'-0$$ X 3'-0"
HOR. SLIDING
1
E
3'-6" X 3'-0"
HOR. SLIDING
1
F
5'-0" X 4'-0"
HOR. SLIDING
4
G
6'-0" X 4'-0"
HOR. SLIDING
7
WINDOW NOTES:
1.- ALL WINDOWS TO BE VINYL FRAME, MILGARD
OR BETTER.
2.- ALL WINDOWS TO BE U-.40 MIN.
3.- ALL WINDOWS HDRS. FOR 8' & 9' CEIL. HEIGHTS
TO BE SET AT 6' - 8 ".
DOOR SCHEDULE
SYM.
SIZE
TYPE
QUAN.
001
2'-0"x6'-8"
H.C. SINGLE
4
002
21-4"x6'-8"
H.C. SINGLE
1
003
2'-6"x6'-8"
H.C. SINGLE
9
004
2'-6"x6'-8"
SOLID EXT. 1 3/8" THICK
1
005
3'-6"x6'-8"
H.C. SINGLE
1
006
3'-6"x6'-8"
SOLID EXT. 1 3/8" THICK
3
007
5'-810x6'-8"
SOLID 1 3/8" F.D. TEMP.
2
008
61-0"x6'-8"
H.C. S.L. DOUBLE
1
009
7'-0"x6'-8"
H.C. S.L. DOUBLE
1
010
8'-0"x6'-8"
H.C. S.L. DOUBLE
1
011
15'-0"x 7'-0"
GARAGE DOOR
1
DOOR NOTES:
1.- FRONT DOOR TO BE RATED AT 0.54 OR LESS,
VERIFY DOOR STYLE WITH OWNER.
2.- EXTERIOR DOORS IN HEATED WALLS TO BE
U 0.20 OR LESS.
3.- DOORS THAT EXCEED 50% GLASS ARE TO BE
U 0.40 OR LESS.
4.- ALL GLASS WITHIN 24" ARC OF DOORWAY
TO BE TEMPERED.
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CODES& OWDIWATES
I)- SMOKE DETECTOR SHALL SOUND AN ALARM
AUDIBLE IN ALL SLEEPING AREAS OF THE
UNITS. SECTION 310.9.1.
HARD -WIRED SMOKE ALARMS EQUIPPED WITH
BATTERY BACKUP.
2)- ALL EXISTING DOORS AND WINDOWS LEADING
TO THE PROPOSED AREA SHALL BE WATER PROOF.
3)- WALL COVERING IN SHOWERS OR TUBS
SHALL BE CEMENT PLASTER, TILE OR APPROVED
EQUAL TO 70" ABOVE DRAIN.
4)- ROOF COVERINGS SHALL HAVE AT LEAST
A CLASS "A" RATING. (1502, 1503.3, 1504)
5)- 22"X30" ATTIC ACCESS WITH 30" MINIMUM
HEADROOM IS LOCATED IN HALL WAY.
6)- HAND RAIL ON STAIR MADE OF METAL.
7)- GALVANIZED SHEET METAL (28 gauge min.)
ROOF VALLEY FLASHING IS REQUIRED
8)- PROVIDE ATTIC VENTILATION EQUAL TO
1 /150 OF AREA TO BE VENTED.
9)- PROVIDE CONTINUOS HANDRAIL FOR STAIRWAYS
WITH 4 OR MORE RISERS.
10)- WOOD HAND RAILING 0+36" ABOVE THE NOSING
OF TREADS AND LANDINGS.
STAIRS HAVE 7 1 /2" RISERS & 11 " RUNS.
11)- PROVIDE FIRE BLOCKING IN CONCEALED SPACES
OF STUD WALLS AND PARTITIONS, INCLUIDING FURRED
SPACES AT THE CEILING AND FLOOR LEVEL AND AT
10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL.
12)- FOR WATERPROOF WALKING SURFACE MATERIAL AT DECKS
AND BALCONIES USE (RED GARD-WATERPROOFING AND
ANTI -FRACTURE MEMBRANE). THIS MATERIAL CAN BE
BOUGHT AT THE HOME DEPOT STORE.
REVISIONS DATE BY
FIRST ISSUE 08-25-04
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CHWD BY
DATE: 08-25-04
REVISIONS
JOB NO.
SHEET NO.
40' -0"
PROPOSED
ao'—o"
rem MEN m am
FIRST ISSUE 108-25-04
,'..) W.P.
I ^B UD q,D / Ll V 11 V lJ l i C./CJl V-L \ `u u c:
I 8'-0„ CLG. I
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q ,/ `� s•o i � �
® ® AFCI `� ( 4.) c�
W � AFCI
AFCI 1
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Q . n EXIS.7: W (EXIST;) ;� s
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CLOSET W .HALL AFCI NEW � ,� � �
Q D 0 I (� AFCI 22 Al. BE-DflOOM I c o
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.EXIST., _ BA T .
AFCI AFCI I 4�
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�.�S�I N AFCI AFCI w(DTUB
s'-o" cLc. s'-o" cLc. / \ ACCE PVTE = WP GFI P GFA 7-�I 8IL T � Q
MAX. FLUSH VOLUMES
AND FLOW RATES
WATER CLOSETS: 1.6 GALLONS PER FLUSH BLOWOUT TYPE EXEMPT)
URINALS: 1.0 GALLONS PER FLUSH
SHOWERS HEADS: 2.5 GALLONS PER MINUTE
FAUCETS: 2.2 GALLONS PER MINUTE (SINKS AND LAVS)
VENT TO OUTSIDE AIR
APPROVED SEISMIC STRAPS
2'2"x18GA
3/8"x2 1 /?" I or_ grPP-M/
WATER HEATER SHALL BE ANCHOF
OR STRAPPED TO RESIST HORIZONTAL
DISPLACEMENT DUE TO EARTHQUAKE
MOTION.
18'3
rm 'r�
mealwWAVIlmoRialm
- 01
LOCATED IN THE-GA-R-A-GE
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NS
EATER
TYPICAL INSTALLATION HEIGHTS
UNLESS NOTED OTHERWISE
WALL FIXTURE
CONVENIENCE
OUTLET
o
SWITCH
CBI N ET CONVENIENCE o
TV OR PHONE
AFCI=@ ARC FAULT CIRCUIT
INTERRUPTER
GFI=@ GROUND FAULT INTERRUPTER
$ SWITCH
S.D SMOKE DETECTOR
CEILING MOUNT FIXT.
FAN
�—o WALL HUNG LIGHT FIXTURE (W.P)
oA
M A ATTIC ACCESS
22"
® AIR SUPPLY
® AIR RETURN
ELECTRICAL NOTES
MATERIALS
1, ALUMINUM WIRE SHALL NOT BE USE IN ELECTRICAL WIRING
WITHIN THE DWELLING UNIT.
WORKMANSHIP
1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL CODES, RULES
AND REGULATIONS OF GOVERNING AGENCIES AND SHALL COMPLY
WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE
COMPANIES.
INSTALLATION
1. ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO
WEATHER SHALL BE 'WEATHER PROOF',
2. RECEPTACLES IN KITCHEN AND BATHROOM SHALL BE INSTALLED
ABOVE WORK TOP UNLESS OTHERWISE NOTED ON PLANS.
3. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12'
(APPR❑K) ABOVE FLOOR,
4. WALL SWITCHES ARE TO BE MOUNTED AT 42' ABOVE THE
FLOOR, UNLESS NOTED OTHERWISE BY THE DESIGNER.
5. PROVIDE TWO 20 AMPERE SMALL APPLIANCE CIRCUITS AT THE
KITCHEN, DINING ROOM AND BREAKFAST AREAS,
6. PROVIDE A SEPARATE 20 AMPERE LAUNDRY CIRCUIT.
7, PROVIDE GROUND FAULT CIRCUIT INTERRUPTER (GFI)
PROTECTION AND ALL BATHROOMS, POWDER ROOMS,
OUTDOOR RECEPTACLES, GARAGES AND KITCHEN COUNTERTOPS,
8, RECEPTACLES SHALL BE INSTALLED S❑ THAT NO POINT ALONG
THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 FEET,
MEASURED HORIZONTALLY, FROM AN OUTLET IN THAT SPACE,
9. IN KITCHEN AND DINING AREAS, A RECEPTACLE OUTLET SHALL
BE INSTALLED AT EACH COUNTER SPACE WIDER THAN 12 INCHES
AND SO THAT NO POINT ALONG THAT WALL LINE IS MORE THAN
24 INCHES FROM A RECEPTACLE IN THAT SPACE.
10, A RECEPTACLE OUTLET SHALL BE INSTALLED IN ANY USABLE
WALL SPACE 2 FEET OR MORE IN WIDTH.
11. PROVIDE TWO METHODS OF ELECTRICAL GROUNDING:
A. CLAMP AT HOSE BIB.
B. ONE ADDITIONAL #4 BAR-20' LONG IN FOOTING AT
ELECTRICAL METER LOCATION FOR UPPER GROUND.
12, BATHROOM CIRCUITING SHALL BE EITHER:
A) A 20 AMPERE CIRCUIT DEDICATED TO EACH BATHROOM,
B) AT LEAST ONE 20 AMPERE CIRCUIT SUPPLYING ONLY
BATHROOM RECEPTACLES OUTLETS,
13, BEDROOM BRANCH CIRCUITS WILL BE ARC FAULT CIRCUIT
PROTECTED.
14.- EXISTING ELECTRICO PANEL LOCATED IN THE GARAGE,
CHWD BY
DATE: 08-2_5-04
REVISIONS
JOB NO.
�V,L**,rca
REVISIONS DATE BY
FIRST ISSUE 08-25-04
TO MATCH EXIST. 12
3 t-
40 YEARS COMP. ROOFING
W/ # 15 FELT CLASS A
0/ 1 /2" CDX. PLYWOOD
SHEATING TO MATCH EXISTING
TOP PLATES
LLJ
NEW NEW METAL FENCE
00 STUCCO TO
1 0 MATCH
t° EXISTING .
0� CO
3 1�_ i� �''"�1 3 N
FINISH FLOOR �N
TOP PLATES
TOP PLATES
zx 2°x4" FLAT z
AROUND EXISTING 0 �I
WINDOW SIDING`
N EXISTING :>/N
O EXISTING
STUCCO STUCCO
00
EXISTING
FINISH FLOOR BRICK
all
i
OD
SCALE: 3/16" = F-011
TO MATCH EXIST. 12
3 F--
177�.XISTING AND
40 YEARS COMP. ROOFING
W/ # 15 FELT CLASS A
0/ 1 /2" CDX. PLYWOOD
SHEATING TO MATCH EXISTING
SCALE: 3/16" = V-011
00
WEEP SCREED
EXISTING
STUCCO. .
F.WMot w
SCALE : 3/16" = F-011
NOTE
A) NEW 2x8 FACIA TO MATCH EXISTING
24" SECOND FLOOR OVER HANG.
B) 2x8 FACIA EXISTING FIRST FLOOR
Y EXISTING OVERHAND FIRST FLOOR
C) PROVIDE DORMER GALVANIZED
VENTS ROOF (8 PCS.) IN NEW ADDITION
TYPE: HALF ROUND SQUARE -TAIL SIZE: 12"x 24"
LOCATED MORE THAN 3 FEET ABOVE SAVE.
SHALL HAVE 1/4 INCH CORROSION RESISTANT
METAL MESH COVERING. (1505.3)
D) 12"x 12" TUB ACCESS PANEL, CORROSION RESISTANT.
E) GALVANIZED SHEET METAL (28 gauge min.) ROOF
VALLEY FLASHING IS REQUIRED.
F) USE 2-15# FELT BACKING WHEN STUCCO
IS APPLIED OVER PLYWOOD, UBC SEC. 2506.4.
G) ROOF COVERINGS SHALL HAVE AT LEAST
A CLASS "A" RATING. (1502, 1503.3, 1504)
H) NEW 2X4 FLAT SIDING ALL AROUND WINDOWS.
I) PROVIDE WALL LOUVERS VENTS
AT EACH GABLE END, 14"x24" GALVANIZED.
OPENINGS SHALL HAVE 1/4 INCH CORROSION RESISTANT
METAL MESH COVERING.
.ALL 0"GINAL WINDOWS
WILL BE,WPLACED TO
iWA MHNEW ONES
(VI'VYL SINGLE SLIDING D0LIBLE GLASS)
40 YEARS OITiP ROOFIRG
TO MATCH EXIST.
W/ #15 FELT CLASS A
PLYWOOD
SHEATING TO MATCH EXISTING
- - -.
NEW
STUCCO TO
MATCH
EXISTING
NEW METAL FENCE
00
2"x4l' FLAT
AROUND
WINDOW
EXISTING
STUCCO
00
to
3
E
I
I
SCALE: 3/16" = V-011
EXISTING
PATIO
TOP PLATES
TOP PLATES
FINISH FLOOR
i
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CHWD BY
DATE: 08-25-04
REVISIONS
JOB NO.
SHEET NO.
A-3
GENERAL SPECIFICATIONS FOR STANDARD RESIDENTIAL CONSTRUCTION
2001 California Building Code (CBC)
A. All beams to be supported with full bearing U.N.O.
B. All isolated posts and beams to have Sompson PB's, PCs and/or BC's minimum, U.N.O.
C. All bearing walls on wood floors are to be supported with double joists or solid blocking, U.N.O.
D. Provide 4x or double members under sole plate nailing less than 6" o/c.
E. All Simpson HDA, HPA, and CB holdowns to be fastened to 44 post minimum.
F. All hardware to be Simpson Strong -Tie or approved equal. Install per mfr's specifications.
G. All shop drawings are to be reviewed by the contractor and the architect prior to submittal
for engineer's review.
H. All exterior walls are to be secured with 5/8" diameter x 10" anchor bolts @ 72" o.c., U.N.O.
I. All non -bearing or non -shear interior walls to be secured with shot pins per manufacturer's
recommendations, U.N.O. Calculations govern all cases.
J. All conventional framed portions of structure are to be constructed per Section 2320 of the
Uniform Building Code, U.N.O.
K. All nailing is to be per table 23-11-b-1 of the Uniform Building Code
L. All nails to be "common", U.N.O.
M. Notching of studs in bearing partitions shall not exceed 25% of the width
N. Notching of studs in non -bearing partitions shall not exceed 40% of the width
0. Bored holes in studs in bearing partitions shall not exceed 40% of the width
P. Bored holes in nonbearing partitions shall not excees 60% of the width (unless the bored studs
are doubled and no more than two such successive doubled studs are so bored)
0. Bored holes may not be located nearer than 5/8" to the edge of the stud and may not be
located in the same section of the stud as a cut or notch
R. Provide double top plate with minimum 48" lap splice, (8)-16d nailing (CBC 2320.11.2)
DESIGN CRITERIA SHEET FOR STANDARD RESIDENTIAL CONSTRUCTION
(1997 Uniform Building Code) In all cases calculations will supersede this design criteria sheet.
FRAMING TIMBER
DOUGLAS FIR- LARCH- 19% MAXIMUM MOISTURE CONTENT 4x6,8 #2 Fb=1140/1300 psi fv=95 psi E=1.6
2x4 #2 Fb=1315/1610 psi fv=95 psi E=1.6 4x10 #2 Fb=1060/1200 psi fv=95 psi E=1.6
2x6 #2 Fb=1140/1310 psi fv=95 psi E=1.6 412 #2#1 Fb= 965/1100 psi fv=95 psi E=1.6/1.7
2x8 #2 Fb=1055/1210 psi fv=95 psi E=1.6 414 #2#1 Fb= 875/1000 psi fv=95 psi E=1.6/1.7
2x10 #2 Fb= 965/1105 psi fv=95 psi E=1.6 416 #2#1 Fb= 875/1000 psi fv=95 psi E=1.6/1.7
2x12 #2 Fb= 875/1005 psi fv=95 psi E=1.6 6xl0 #11SS Fb=1350/1600 psi fv=$5 psi E=1.6
2x14 #2 Fb= 790/905 psi fv=95 psi E=1.6 6x12 #1/SS Fb=1350/1600 psi fv=85 psi E=1.6
It is recommended that lumber be free of heart center PARALLAM PSL 2.0E
Glued Laminated Beams; Douglas Fir Larch Fb=2900 psi FV=290 psi E=2.OE6 psi
Ind. App. Grade Fb=2400 psi FV=165 psi E=1.6E6 psi MICROLAM LVL Fb=2600 psi FV=285 psi E=1.6
Glue -lam beams shall be marked ANSI/AITC Standard A 190.1
Wooden structural panels shall comply with UBC Standard 23-2 (PSI-95) or 23-3 (PS2-92)
Structural Composite Lumber manufactured by Trus Joist MacMillan ICBO ES PFC-5676P
Wood connectors manufactured by Simpson ICBO 1211, 3631, 4935, 4945, 5117, 5268, 5279, 5313, 5328, 5349, 5357
NAILING SCHEDULE (Per
Table 23-1 1-8-1)
toenail 3-8d
19. Rafter to plate
toenail 3- 8d
2. Bridging to joist, toenail each end
20.1" brace to ea stud end plate
facenail 2- 8d
toenail each end 2-8d
21.1"x8" sheating or less to each bearing
3.1 "x6" subfloor to ea/joist, face nail
facenail 2- 8d
face nail 2-8d
22. Wider than 1"x8"sheating to each bearing
4. Wider than 1 "' x 6" subfloor to each joist
facenail 3- 8d
face nail 3-8d
23. Built-up corner studs
16d @ 24" oc
5. 2" subfloor jto joist or girder,
24. Built-up girder and beams 20d @ 32" o.c. top
blind and face nail 2-16d
and bottom and staggered 2-20d @ ends and splice
6. Sole plate to joist or blocking,
25.2" planks 2-16d at each bearing
typical face nail 16d @ 16" oc
26. Wood structural panels and particleboard
2
Sole plate to joist or blocking, at braced wall panels
Subfloor and wall sheathing (to framing)
3-16d per 16"
1/2" and less
6d
end nail 2-16d
19/32" - 3/411
td or 6d
4- 8d toenail, 2-16d endnail
718" -1"
8d
16d @ 24" oc
1-1/811-1-1/4"
1Qd or 8d
10. Doubled top plates, typ face nail 16d @ 1611 oc
Combination subfloor-underlayment (to framing)
Double top plates, lap splice 8-16d
7/811 -1"
8d
11. Blocking between joists or rafters to top plates
1-1/811-1-1/4"
1bd or 8d
toenail 3- 8d
27. Panel siding (to framing) 2
toenail 8d @ 6" oc
1/2"
6d
13. Top plates. lap and intersection facenail 2-16d
5/811
8d
14. Continuous header, two pieces
28. Fiberboard sheathing 7
16d @ 1 611 along each edge
11211 No.811 ga ,td
, No.16ga
toenail 3- 8d
25/32" No. 1ga ,td
, No.16ga
16. Continuous header to stud toenail 4- 8d
29. Interior paneling
17. Ceiling joists, laps over partition facenail 3-16d
11411
4d
18. Ceiling joist to parallel rafters facenail 3-16d
3/811
6d
Common or box nails may be used except where otherwise stated
Nails spaced at 6 inches oc at edges, 12 inches oc intermediate supports exzcept at 6 inches where spans are 48 inches
or more. Nails for wall sheathing maybe common, box or casing. Refer to Sections 2315.3.3 and 2315.4 for shear nailing.
4 Common 5 Deformed Shank
Corrosion -resistant siding or casing nails conforming to the requirements of Section 2304.3
Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports
Corrosion -resistant roofing nails with 7/16 diameter head and 1-1/2" length for 1/2" sheathing and 1-3/4" length for 25132" sheathing
Corrosion -resistant staples with nominal 7/16" crown and 1-1 /8" length for 1/2" sheathing and 1-1/211 length for 25/32" sheathing
Panel supports at 16 inches [20 inches if strength axis in the long direction of the panel,
unless otherwise marked]. Casing or
Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12
inches at intermediate supports.
CONCRETE
1. Drypack shall be composed of one part Portland Cement to not more than three parts of sand.
2. All structural concrete fc=3000 psi wlinspection
All slab-on-grade/continuous footings/pads fc=2500 psi w/o inspection
Portland cement shall confirm to ASMT c-150 Type II
All concrete shall reach minimum compressive strength at 28 days.
3. 1905.8.2 Ready -mixed concrete shall be mixed and delivered in accordance with requirements of
ASTM C 94 (Ready -Mixed Concrete)
REINFORCING STEEL
1. All reinforcing shall be ASTM A-615-40 for #5 bars and smaller
All reinforcing shall be ASTM A-615-60 for #6 bars and larger
Welded wire fabric to be ASTM A-185, tap 1-1/2 spaces 9" min
2. Spacing of bars shall have tappings of 40 dia. or 2-0". This is in all cases U.N.O.
(30 dia. for compression).
3. All reinforcing bars shall be accurately and securely placed befor pouring concrete, or grouting masonry.
4. Concrete protection for reinforcement shall be at least equal to the diameter of the bars.
Cover shall be as follows, U.N.O.:
A. Poured against earth.................................311 C. Slabs on grade (from top of slab) ..... 1"
B. Poured against form below grade .......... 2" D. Columns and beams to main bars.............1"
(E) 2x STUDS
@ 16" O.C.
(N) 7/8" STUCC(
{N) %RMCOM
STRUCT
W18D NAILS @
6"-12"-12" U.N.O.
6"
#4 REBAR MIN
DETAIL NOTES:
1. SPECIAL INSPECTION REQUIRED FOR
INSTALLATION OF THE RODS.
2. THE RODS MUST BE MIN. OF A36 STEEL.
3. THE RODS MUST BE PLACED IN THE CENTER
OF EXISTING FOOTING CLOSER TO THE BOTTOM
5/8 0 x12" AB @ 6'-0" O.C. U.N.O.
SILL PLATE (P.T.)
LOdA
a .
1 211
a ® MIN
1 211
USE 5/8"x2l" THREADED
ROD @ 24' O.C. 10" INTO
EXISTING FOOTING. USE
HILD ADHESIVE (C-100)
TO BOND THE ROD TO
EXISTING FOOTING. USE
MFG INSTALLATION INSTRUC-
TION ICBO 4419.
1.TOP OF FTC SHALL BE @ ELEV. 0'-0" UNO.
2. VERYFY ALL DIMENSION SHOWN WITH ARCHITECTURAL DRAWINGS,
3. UNLESS OTHERWISE NOTED, LOCATE HINGE SIDEOF ALL DOORS 6" FROM ADJACENT
PERPENDICULAR PARTITION.
4. LOCATION OF HOLDOWN AND SHEAR WALLS SHOWN ON FOUNDATION PLAN ARE
APPROXIMATE ONLY. COORDINATE LOCATION WITH ARCH. DWGs
5. CONTRACTOR SHALL PROVIDE BLOCKING FOR ALL EQUIPMENT/ACCESSORIES MOUNTED
ON WALL.
6. FOUNDATION EXCAVATION SHALL BE INSPECTED PRIOR TO PLACING OF CONCRETE.
7. ALL ANCHOR BOLTS AND HOLDOWNS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION
INSPECTION.
8. ALL NEW EXTERIOR WALL SHALL HAVE V (24/0)CDX STRUCT I PLYWOOD W/8D NAILS
@ 6"-12"-12" UNLESS NOTED OTHERWISE ON PLAN
9. SOIL CLACIFICATION ASSUMED CLAY WITH 1,000. PSF ALLOWABLE PRESSURE
AND ALLOWABLE LATERAL BEARING PRESSURE OF 100. PSF.
10. THE ARCHITECT SHALL PROVIDE PERIODIC AND FINAL INSPECTIONS FOR ALL
STRUCTURAL ELEMENTS TO INSURE COMPLETED CONSTRUCTION AGREES WITH HIS DESIGN.
PRIOR TO BUILDING SAFETY DIVISION'S FINAL INSPECTION, THE ARCHITECT SHALL SUBMIT
A LETTER TO THE BUILDING OFFICIALCERTIFYING COMPLETED STRUCTURAL ELEMENTS.
(106.3.5 AND 1702)
SEE DETAILS FOR SPECIAL INSPECTIONS,
12. SEE DETAIL ("5 FOR HOLDOWN EMBEDMENTS.
�S-3
SHEAR WALL SCHEDULE
SYMBL
SIDE
VALUES
PLYWOOD
NAILING
GROUND
SHEAR
Q
IN PLF
THICKNESS
(TYPE AND SPACING)
FLOOR (3)
TRANSFER
ANCHORS
CONNECTORS
TYPE
C-DX
STRUCT'L I PLYWOOD
COMMON EDGE FIELD
SIZE 0 @
16d
A35
ALL
EDGES BLOCKED
ONE
280
3/8" (24/0)
8d 6 12
5/8" 60"
6"
18"
TWO
560
3/8" (2410)
8d 6 12
3/4" 3211
311
911
ONE
430 (3 x )
3/8" (24/0)
8d
4
12
5/8"
3211
4"
1211
TWO
860 3 x
3/8" 24/0
8d
4
12
5/8"
1611
2"
6"
J
ONE
550 (3 x )
3/8" (24/0)
8d
3
12
3/4"
32"
3"
9"
TWO
1100 3 x
3/8" 24/0
8d
3
12
3/4"
1611
--
(2)
ONE
730 (3 x)
3/8" (24/0)
8d
2
12
3/4"
32"
21/2"
9"
TWO
1460 (3 x)
3/8" (24/0)
8d
2
12
3/4"
16"
--
(2)
L
ONE
340
1/2" (32/16)
10d
6
12
5/8"
48"
5"
1511
TWO
680
1/2" (32/16)
10d
6
12
3/4"
32"
c2�
-
ONE
1320
SW24X8-RF
SIMPSON STRONG -WALL
SEE MANFCTRS SPECS
S-2
ONE
2800
SW16X7X6
SIMPSON STRONG -WALL
SEE MANFCTRS SPECS
S-3
ONE
2800
SW16X7X4
SIMPSON STRONG -WALL
SEE MANFCTRS SPECS
-4.
ONE I
2800 SW32x8
SIMPSON STRONG -WALL
SEE MANFCTRS SPECS
7/8" P.C.
PLASTER WITH
PAPER
BACKED EXPANDED
7/8" LEG STAPLES:
METAL
LATH (UBC 25-1)
[Q
ONE
180 T
16 GA. @ 6" o.c.
5/811O
FRAMING SHALL BE 3 x MIN. AND NAILS SHALL BE STAGGERED:
WHERE NAILS ARE SPACED AT 2" O.C., OR WHERE 10d NAILS HAVING A
PENETRATION OF MORE THAN 1 5/8" ARE SPACED AT 3" O.C., OR AT
FOUNDATION SILL PLATES AND STUDS WHERE ABU7ING PANELS OCCUR
WHEN THE ALLOWABLE SHEAR VALUE EXCEEDS 350 PLF, OR WHERE
PLYWOOD IS APPLIED ON BOTH SIDES OF THE STUDS WITH NAIL SPACING
LESS THAN 6 IN. O.C.
A35 @ 6" O.C. EACH SIDE OF 3x BLOCKING, STAGGERED (CAP = 1800 PLF).
PROVIDE 2" x 2" x 3/16" SQUARE WASHERS FOR 5/8" 0 ANCHOR BOLTS.
AND 2 1 /211 x 2 1/2" x 1 /4" SQUARE WASHERS FOR 3/4" 0 ANCHOR BOLTS.
FOOTING SCHEDULE
MARK
WIDTH
LENGTH
THICKNESS
TOP REINF.
BOTT. REINF.
CF-1
15,
CONT.
1$"
2-#4 CONT.
2-#4 CONT.
CF-2
SEE DETAIL 1
F-1
3'-10"
3'-10"
18"
#5012" O.C.
F_2
2'_ 9
2'-9"
18"
#5@8- O.C.
a
1
LEGEND
NEW FOUNDATION
EXISTING FOUNDATION
NEW 2X4 STUD WALL
L=8'-0"
SHEAR WALL (See Schedule) H
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REVISIONS BY
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DRAWN BY
JOB NO.
M.G
DATE
SEP 2004
SHEET
OF 4 SHEETS
A REVISIONS BY
°SIN
I
0
r
'ON
4'-0"
5'-5$$
5'-1c"
11'-22
1 ST FLOOR PLAN 2ND FLOOR FRAMING
SCALE 1/4 31= 110"
111
(N) 112" PLY Vi
LAI [
SHEATHING OI`
ROOF FRAMING PLAN
SCALE 1/4 3$= 1'0"
� � 1
jokfalijillil llilh:m
1
1. COORDINATE THE EXACT LOCATION OF ALL MECHANICAL UNITS
& OPENINGS WITH THE ARCHITECTURAL AND MECHANICAL, DRAWINGS.
2. ALL WOOD MEMBERS THAT RECEIVE SHEATHING AND ALL WOOD
WHERE SHEATHING IS NAILED TO SHALL BE CONTINUOUSLY SHAPED
TO FIT THE SLOPE OF THE ROOF.
3. PROVIDE ADEQUATE SPACE UNDER ALL BEAMS AND LINTEL WHERE
DOOR/WINDOWS OCCUR BELOW.
4. ROOFING MATERIAL SHALL NOT EXCEED 2.5 PSF.
5. H INDICATES SHEAR WALL, SEE S-1 FOR SCHEDULE.
6. FLOOR SHEATHING SHALL BE 3/4" GRADE T. &G. PLYWOOD (40/20)
LAID PERPENDICULAR TO FLOOR JOISTS.
NAIL W/10dS @ 61$16",10"
7. ALL NEW EXTERIOR WALLS AND OF 8" (24/0)CDX STRUCT I PLYWOOD
W/8D NAILS @ 611-12"-12" U.O.N.
8. ROOF NAILING, LAYOUT AND HARDWARE SHALL BE INSPECTED BY BUILDING
DEPARTMENT BEFORE COVERING.
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DRAWN BY
JOB NO.
M.G
DATE
JAN. 2005
SHEET
OF 3 SHEETS
1. Post (See Plan)
1. Simp.ST 6224, UNO
7/8" Stucco or Shear pannel
See DWGs
A REVISIONS BY
2. Sole Plate
Alt. MST1 48 at Dbl. TJI/PSL/LVL
SEE PLAN FOR
4x POSTMIN
2x4 @ 16" O.C. wall framing
B.N. A35 PER SHEAR WALL SCHEDULE N.
3. Simpson MST48
2. See Plan for Brg. Condition,
HOLDOWN , .
OUT
R-13 Batt. Insl.
4. 2x Blocking
3. Drop Beam, or Dbl Jst.
+ CONC. SLAB
3 CO NC. SLAB,
I x6 STARTER
xBOAR
5. Post (See Plan)
4, Flush Beam, or Dbl Jst.
e
6X6-W1XW1.4WWM Q
00 518"xl 2" AB w/2" plate wshr
ROOF R. ROOF SHEATHING (-BOARD
D
6. Top Plate
+ COLD JOINT
6 MIL VAPOR BARRIER
Eft oc max, 12" corners max
SEE PLANS SHIPLAP.
5, Plywd. Shtg w/E.N
+
U.N.O.
EO, FQ,
(To Each Joist When DbI F/J)
�12 .. - F
11- 94 bar T&B
2" sand
P.T. 2x plate
I I
2- 6d
TMTF-
E
2x
+
+
A .4 THREADED ROD EMBED w/
6H earth/wood clearance
R.R.
+
2 6
+ UJ
SIMPSON "SET" EPDXY -TIE
e_
+4- 6
L
w/ SPECIAL INSPECTION
2xBLK'G @48"OC _J
r
T_
IT IF
A EPDXY ET22 ICBO 4945
INSTALL IN ACCORDANCE WITH SIMPSON
2xBLK'G
E.N. E.N.J:
3
4 STRONG -TIE RECOMMENDATIONS:
r=
. SPECIAL INSPECTION REQUIRED
>
+
L I X Strop 0 Dbl. TJI/
�T F
_J
1 3/t4-eMIN. LA RR# 25279. ICBO # ER-5279
--I-I
ELI
4
LVnZPSL
&
1 ST6236 MST160
SIMPSON DIA. OF THREADED ROD EMBEDMENT DEPTH HOLDOWN FASTENERES
0 ---
vr
+ 7
HOLDOWN W/'SE1- EPDXY 71E INTO FIRST POUR INTO POST
1.
A I
E. N. A35 PR SHEAR WALL SCHEDULE
I+ 1
2 MST48 MST172
HTT1 6 5/8 INCHES 10 INCHES (18) - 1 6d's
_�
5
0
HTT22 5/8 INCHES 10 INCHES (32)-16d's
SHEAR >
A
HD 2A 5/8 INCHES 10 INCHES (2)-5/8- DIA. BOLTS
WALL
IA
2 NOTE.
USE MSTA36 w/1 Od NAILS
HD 5A 5/8 INCHES 10 INCHES (2) 3/4 DIA. BOLTS
0 4.5" O.C. AT PARALLAM
HD 6A 7/8 INCHES 10 INCHES (2)-7/8- DIA. BOLTS
PSL BMS.
HD 8A 7/8 INCHES 10 INCHES (3)-7/8- DIA. BOLTS
12" FOR
STORY
HD 1 OA 7/8 INCHES 10 INCHES (4)-7/8" DIA. BOLTS
16" FOR ONE
STORY
16
SHEAR WALL CONNECTION TO ROOF 1
13
DETAIL
9
DETAIL
5
HOLDOWN FIX
1
FOOTING DETAIL
W
1. WB126 at Plate Break,
C:)
1. Shear Wall Edge Nailing
UNO.(or CS16 Strap)
2x6 rafters @24" OC (or 2x1 2 volume ceiling)
V_
*z
2. DbI.Top Plates
- Simpson CS1 6
2. Dbl.Top Plates Typical.
3 2X BInnitinei on Eeinp
1/2" CDX index 24-0 8d 6-12
ROOF SHEATING BOUNDRY WALL F A35 PER SHEAR WALL SCHEDULE
2x BLOCKING EA. SIDE SHEAR WALL - THE
@ 48" O.C. SAME CONSTRUCTION
< AS SHEARWALL BELOW
SILL NAILING PER Z ATTIC AREA -7
SHEAR WALL SCHE157_---�
A35 PER SHEAR WALL OC INIG-/ L 2x CEILING JOIST
SCHEDULE OR eN. JOIST SEE PLAN
SF F PI AN
FFR SHFAR WAI I
0
1 � LT.. 1 /
P-LINEENINEM ME
0 Ea. Corner
Unless Interrupted by Window
C
0
C
a
2x Blocking
72" 3Q" e
10
A35 each rafter bay
NEW FOUND. EXIST FOUND.
-Y C)
0
-C
C
U.N.0
8d at Every Nail 8d at Every Noll
Hole. Hole.
8d perimeter nailing @ 6" OC
<
CL (M
0
9
R30
2x6 pressure blocking
with eve vents @48" OC
all X_
4 L X
X_ X
<
&_
N
0
-
CY)
E
>
0
0)
ee Framing
2x6 fascia
N r V
14
0
LO
E
Ian, P_
2x6 ceiling joists @24" OC
T-
Drilla holes
LO U1
LLJ
Spike 4- 16d rafter to CJ
Cont 2x6 w/2" vent holes
EMBED w/ SIMPSON
Pe)
EPDXY ET22 ICBO 4945
1/2" drywall
12" 12"
R1 3---,,
7/8" thick stucoo over 16ga netting
ol
over grade D construction paper
1/2" #4 bar
7/8" staples @ 6" oc
SFF SHFA WAII /-x,+ wall Tra Ing
S(;HFP, FFR SPECIAL. INSPECTION REQUIRED
C, 171 N N,
18 SHEAR WALL CONNECTION T FLOOR 11 14 DETAIL 10 DETAIL 6 ROOF DETAIL 2 NEW FOOTING CONNECTION
1. Beam
2. Post or Mult. Stud, 2 1 -Edge Nailing
1. Dbl Top Plate 3. 2X Studs 2-Double Joist If Applicable
See Plan 4. Simpson MSTI 36 3-Simpson A35 At 48" o.c.
2. Simpson ST6224 or ST6224* 3 4-Alt. Location Of A35F @ DbUsts.
3. Top Plate Break 5. Flush Beam 4'X 4= 5-Studwall Or Beam
4. Dbl Studs 6. (3)16d E/S (e) SLAB & FOOTING (n) SLAB & FOOTING
U.N.O. U.N.0 6-TJI Or Blk g.
7-TJI
0:1 115311 O.C.
2x1 0 F.J. 0 EQ. EQ. 5L 8-A35s At 48" o.c, U.N.0 On Table Below
4 9-DbI.Top Plates
3 1 EQ. EQ, 10-16d Nails nt 16" o.U.N.0 Q3 p
V)10 1/2*� 200 W/ U210 4 A35 Spacig 16d Spacing > r%...
MI MAXIVITL. HGR. W0 C'4 C"
M F.J. 0
160 O.C. a LINE OF STAIRS 24 6 -0
101, a a 0 7 0'J
IN BACKGROUND 1 1 14 1 1 15 16 3 4"Stogg.
LANDING 6 01:�._' U K�
Stagg.
3 4"GONG. < r_0
6X6-W1XW1.4WWM NIX 0
SLAB.
6 MIL VAPOR 2X5 LEDGER 2 2*4 CCCx
-
BARRIER W1 U26 HGR. TOP PL. CD EQ'1 I I FO. 10 U.N.O. 1W f -<
.3 4202 STRINGERS M W C%4
M LEDGER -// 3/4- RISER MAT'L rj L__1Z1 0 '-,
W/ U210 HGR. ISER 1" TREAD MArL 4 #4 DOWELS 0 24"o/c 0 0!� 00 .4- .Wt
TREA 9/16"dic HOLE 1.-0 c-
I I I (D CD a
k4 2 EPDXY FILL CL Li. CN V)
x6 D.F.P.T. SILL W1 ALT.
3 RAMSET FASTENERS ELEVATION CONDITION
SPACED EQ.
NT. TYP. OPT.1 TJI w/ A35 OPT.2 TJI w/ Toe Nails Per Table SPECIAL. INSPECTION REQUIRED
-�N Goo [[�
19 STAIR DETAIL 15 DETAIL 11 DETAIL 7 DETAIL 3 NEW O. SLAB TO EXIST. FTG A,
AQ�
.�
0 r4
1E
1. Simpson ST22 @ 48" o.c. 3941
MIN. 1% ALT.(4)16d's Per Lop & Spike 1-Edge Nailing 1-BOUNDARY NAILING EN.
if (P
MAX. 2 2. Rafters (See Plan) 2-Rim Joist or Blk'g. 2-INTERMEDIATE NAILING �A
3. 2x Blocking 3-Simpson A35 At 48" o.c. 3-EDGE NAILING 4 3
4. Ridge Bm (See Pion) 4-Alt. Location Of A35F 0 Dbl.Jsts. 4-PLYWOOD SHEET CNO�
5-Studwall Or Beam 5-JOIST
2X2 WD. PICKES 21" J* U.N.O. 6-TJI Or Blk'g.
@4 21°OC. MAX 0 7-TJEQ. EQ, 8-DbI.Top Plates
111 L X 3 W/ (2) "'DIA. X 5 LNG
2 2 4 21 9-16d Nails At 16" ox 2
(D LAG. SCREW AT BEAM (EA SIDE) ><
0 CONY. U.N.O.
2 - -9r- -
+ +
7
+ + 6
FLOOR JOIST
PER PLAN Z 4 4a
+
A35
Spacing
1
32
2
24
3
16
4
8
e.
T ..
DRAWN BY JOB NO.
M.G
r% A
JAN. 2005
SIMPSON HANGER NOTES: SHEET
PER PLAN Guardrails and handrails to resist 20 pounds per linear foot horizontal force applied at right angle to top rail and components P LAN
BIL JOIST OR BEAM for 25 PSF per table 16-B CBC . Gaurdrails and handrails to be installed per man ut specifications and details to meet these criteria. 0 TJI 5
(Table 16-13)
AON1
W
HORIZONTAL PLYWOOD SHEATHING
20 GUARDRAIL DETAIL 12 DETAIL 3 DETAIL OF 3 SHEETS
I I
r' rkii
MANDATORY MEASURES CHECKLIST: RESIDENTIAL. MF-1 R
Note: L owrise residential buildin s subject to the Standards must contain these measures regardless . of the compliance approach used.
items Marked with an asterisk may be superseded by more stringent compliance requirements listed on the Certificate of
Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties
as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not Applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
* 150(a): Minimum R-19 Ceiling insulation.
X
150(b): Loose fill insulation manufacturers labeled R-Volue.
X
* 150(c): Minimum R-13 Wall insulation in wood framed walls or equivalent U-factor in metal frame walls
(does not apply to exterior mass walls).
X
* 150(d): Minimum R-19 raised floor insulation in framed floors.
X
150(I) : Slab edge insulation - water absorption rate no greater than 0.3 X, water vapor transmission rate
no greater than 2.0 perm/inch.
N/A
118: insulation specified or installed meets insulation quality standards. Indicate type and form.
X
116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls.
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field -fabricated) have label with certified U-factor, certified Solar Heat
Gain Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed.
X
150(g): Vapor barriers mandatory in Climate Zone 14 and 16 only.
N/A
150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards.
N/A
150(e): installation of Fireplace, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplace have:
a. Closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilot lights allowed.
X
Space Conditioning, Water Heating and Plumbing System Measures:
100-113: HVAC equipment, water heaters, showerhe'ads and faucets certified by the Commission.
X
150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
X
150(11): Setback thermostat on all applicable heating and/or cooling systems.
X
1500): Pipe and tank insulation
1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with
insulation having an installed thermal resistance of R-12 or greater.
2. First 5 feet of pipes closest to water heater tank, non-recirculoting systems, insulated (R-4 or greater) .
3. Back-up tanks for solar system, unfired story a tanks, or other indirect hot water tanks have R-12
external insulation or R-16 combined internal/externol insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water system.
5. Cooling system piping below 55 degrees insulated.
6. Piping insulated between heating source and indirect hot water tank.
X
* 150(m): Ducts and fans
1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC section
601, 603, and 604 and standards 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed
entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant
or other duct closure system that meets the op licoble req irements of UL181, UL181A, or UI181 B .
If mostic or to is used to seal openin s greo er than 1 �4 inch, the combination of mastic and either
Joints
mesh or toDe shall be used. gullding cavi�ies shall not be used for , onv yang condrtl red air. and
scams of duct systems and their components shall not be sealed wi�h c o6th back ru�ber oddhesive duct
tapes unless such tape is used in combination with mastic and drawbands.
2. Exhaust fan systems have bockdroft or automatic dampers.
3. Gravit ventilating systems serving conditioned space have either automatic or readily accessible,
X
monuillly operated dampers.
114: Pool and Spa Heating Systems and Equipment.
1. System is certified with 78 % thermal efficiency, on -off switch, weatherproof operating
instructions, no electric resistance heating and no pilot light.
2. System is installed with:
a. At least 36" of pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spos.
3. Pool system has directional inlets and a circulation pump time switch.
NIA
115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances hove no
continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot <150 Btu/hr)
X
Lighting Measures:
150(k)1.: Luminaries for general lighting in kitchens shall have lamps with an efficacy of 40
lumens/watt or greater for general lighting in kitchens. This general lighting shall be
controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen.
X
150(k)2.: Rooms with a shower or bathtub must have either at least one luminalre with lamps with an
efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to
this requirement allowed in Sec 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved.
X
04.8 General Requirements
051.1 Notes to be placed on the plans:
c16.8.1.1 Maintenance Information. The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured
devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label.
The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that porticulor model and type of feature, material,
component, or manufactured device.
c17.8.1.2 After installing wall, ceiling, or floor insulation, ' the Installer shall woke available to the enforcement agency or post in a conspicuous location in the building a certificate
signed by the installer stating that the installation is consistent with the plans and specifications. described in Section 10--103(a)2,A and for which the building permit was
issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturer's name and material identification.
CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 1 CF-1R
Project Title,, PROPOSED RUBIO RESIDENCE Date„ 09/02/04 13150152
Project Address. ► ► „ 2038 S PACIFIC AVENUE ------_--- ------__..__
SANTA ANA CA 92704 *v6,010 I __ �
__ _rt_____ I
Documentation Author... JOSEF C, TRAN s****w* I BuildingPermit # I
Terry Engineering i _ ______rt__rt 1
180 E Main St Ste 150 1 Plan Check / Date I
Tustin, CA 92680 I ----------------- 1
(714) 838-1124 1 Field Check/ Date i
Climate Zone„ ►,►.►►►►► 08 -------------
Comp I I ance Method, ►►►,► MICROPAS6 v6,01 for 2001 Standards by Enercomp, Inc,
_ wa_....__--.:.w.:oar
I MICROPAS6 v6,01 FI1e-SO406180 Wth-CTZ08S92 Program -FORM CF-1R I
I User#-MP0206 User -Terry Engineering Run -PROPOSED RUBIO RESIDENCE i
-------------- __..___________rt________________rtrt____rt
GENERAL INFORMATION
Conditioned Floor Area,, ► „
2126 sf
Building Type, ,11$461,.►,►,
Single Family Detached
Construction Type ......►►►
Existing Plus Addition
Building Front Orientat-ion,
Front Facing 90 deg (E)
Number of Dwelling Units...
1
Number of Stories,,,,, ►,,,,
2
Floor Construction Type,,,,
Slab On Grade
Glazing Percentage, ,,►►►►►,
13,2 % of floor area
Average Glazing U-factor„ ,
1, 11 Btu/hr-sf -F
Average Glazing SHGC,►►►,►,
0►76
Average Ceiling Height„ ► ► ,
8 f t
BUILDING SHELL INSULATION
Component
Frame Cavity Sheathing
Total Assembly
Type
Type R-value R-value
-value Urtfactor Location/Comments
Roof
n/a R-19 Rrtn/a
R-19 0.051 Existing Attic
New Attic Cell
Wall
n/a R-0 R-n/a
R-0 0►386 Existing Ext W
Wall
n/a R-13 R-n/a
R-13 0►088 New Ext Wall
Wall
n/a R-0 R-n/a
R-°0 0.322 Existing Gypbo
Door
n/a R-0 R-n/a
R-0 0►330 Exterior Door
SlabEdge
n/a R-0 R-n/a
F2=0,720 Covered
FENESTRATION
------------
Over-
.,Exterior
Orientation
(sf)
Factor
SHGC
Shading
Shading
Fins
Window
Back
< W)
24.0
1,280
0.800
Standard
Standard
None
Window
Right
< N)
6.0
1,280
0.800
Standard
Standard
None
Window
Frontw
80
Standard
Standard
None
Window
Left
( SW)
9.0
1.280
0.800
Standard
Standard
None
Window
Right
(N)
24.0
1. 280
0.800
Standard
Standard
None
Window
Back
( W)
20.0
0
0,800
Standard
Standard
None
Window
Back
(W)
20.0
1.280
0,800
Standard
Standard
None
CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 2 CF-1R
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Project T;tie,,,,► PROPOSED RUBI0 RESIDENCE Date,. 09/02/04 13150152
I MICROPAS6 v6,01 Flle-SO406180 Wth-CTZ08S92 Program -FORM CF-1R i
I User#-MP0206 User -Terry Engineering Run -PROPOSED RUBIO RESIDENCE 1
FENESTRATION
____________
t
U_
Interior
Exteriore
•
irlentation
( sf)
FactorShading
Shading
Left
(S)
10,5
1.280
0.800
Standard
Standard
None
Window
Front
(E)
24.0
0.990
0,740
Standard
Standard
None
Window
Front
(E)
4.5
0,990
0,740
Standard
Standard
None
Window
Right
( N)
24.0
-0.990
0,740
Standard
Standard
None
Window
Back
( W)
20.0
0,990
0.740
Standard
Standard
None
Window
Back
( W)
20.0
0. 990
0.740
Standard
Standard
None
Window
Back
( W)
24.0
0. 990
0,740
Standard
Standard
None
WindowWindow
0.990
Standard
Standard
Window1
M "91
0.740
Standard
Standard
None
SLAB SURFACES
-------------
Area
Stab Type (sf)
Standard Slab 1143
HVAC SYSTEMS
Refrigerant
Tested
ACCA
Equipment
Minimum
Charge and Duct
Duct
Duct
Manual
Thermostat
Type
Efficiency
Airflow Location
R-value
Leakage
D
Type
Furnace
0,800 AFUE
n/a Attic
R-4►2
No
No
SetBack
ACSpllt
10,00 SEER
No Attic
R-4,2
No
No
SetBack
WATER HEATING SYSTEMS
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gal) R-value
------ _----- ---------- _-_---------------- _rt__rtrt rt__rt____ rt-_--- _rt_rt______
Storage Gas Standard 1 .61 50 R- n/a
CERTIFICATE OF COMPLIANCE= RESIDENTIAL Page 3 CF-1R
Project Title, , , ► ► „ ► ► ► PROPOSED RUBIO RESIDENCE Date„ 09/02/04 13, 50i 52
4.M_�.YI..11..Y. M1f .IY Yrt..w �i1Y lNW.O.IMIrr �.M_�IiMMW.W�.1. 115.�y1Y .�.�_WIYH��...�MMYW YI i�Y`N.IMM.rtYIf��W.b�..MI M.M. �YIIIMIW MM.iYIM M.I.I�W IiI.N�I..IM.iM�Mw�����M'MF��...�A MIM M�tlY M..rtI. 1YM
I MICROPAS6 v6.01 FI1e-SO406180 Wth--CTZ08S92 Program~FORM CF-IR i
I User#-MP0206 User -Terry Engineering Run -PROPOSED RUBIO RESIDENCE i
COMPLIANCE STATEMENT
This certificate of compliance lists the bud ding features and performance
specifications needed to comply with Title-24, Parts 1 and 6 of the
California Code of Regulations, and the administrative regulations to
Implement them, This certificate has been signed by the individual with
overall design responsibility, When this certificate of compliance is
submitted for a single building plan to be built in multiple orientations,
any .shading feature that is varied is indicated in the Special Features
Modeling Assumptions section,
DESIGNER or OWNER DOCUMENTATION AUTHOR
Name, ► ,
�. �...'rtrt Name, ► , , JOSEF C, TRAN
► .: �� ;��:-�
Company. Aw DRAFTING & DESIGN Company. Terry Engineering
Address. 3 50 W HAZARD AVE Address, 180 E Main St Ste 150
SANTA ANA CA 92703 Tustin, CA 92680
Phone, ► ► (714) 265-2788 Phone, ► ► C 714) 838- 1124
License, ------
Signed.. '`' `�, S I geed, .
---------------
(date) ( date)
ENFORCEMENT AGENCY
Name► ► ► ► _ Tee engineering
-_-;� g0_____
Title, ► , _...._ n; ,.9guo------
Agency, ► __�_.._..1588.3.------
Wirt
Phone, ► , rtWrt.w rt«.rt_rt_rt _..rtrt__rt ___rt
Signed,. -
( (date)
Project Plan Check No:
o
Project Address: 4 v Suite No.:
THIS FORM IS TO BE COMPLETED= s ENERGY CONSULTANT
OTHER THAN THE ENERGY DESIGNER
I have reviewed the calculations and drawings for the above project and find both to be in
compliance with the Energy Efficiency Standards and Administrative Requirements of the
California Code of Regulations, Title 24, Parts 1 and 6; and the more stringent
standards mandated by ,Assembly Bill 970 with art effective date of June 1, 2001. 1
understand that this review was performed as representative for the enforcement agency,
The City of Santa Building Safety Division.
Siqnature: Date:
Print Name: JAMES H . TERRY Title: ENGINEER/OWNER
Company Name: TERRY ENGINEERING
Company Address:
Phone No.: (714) 838--1124
1.80 E. MAIN ST. SUITE 150, TUSTIN, CA. 92780
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY
COMMISSION AT, www, energy, ca. gov/tIt(e24
(CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS)
THESE FORMS SHALL BE COMPLETED," SIGNED AND POSTED
ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR
PRIOR TO FINAL INSPECTION►
r,
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Date..
09-02-2004
Scale:
AS NOTED
Drawn:
JCT
Checked:
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Plot Date:
09-02--2004
WNW
Job No:
040618
Sheet: