HomeMy WebLinkAbout10151636.pdf& AND
L ANGLE
rOz AT
0 DIAMETER OR ROUND
# POUND OR NUMBER
(E) EXISTING
(N) NEW
ABV ABOVE
ACOUS. ACOUSTICAL
A.B. ANCHOR BOLT
ADD'L ADDITIONAL
ADJ ADJACENT
ALUM, ALUMINUM
ANG ANGLE
APPROX APPROXIMATE
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BM BEAM
B.N. BOUNDARY NAILING
B.O. BOTTOM OF
B.O.F. BOTTOM OF FOOTING
SOT BOTTOM
BRG BEARING
BSMT BASEMENT
BTWN BETWEEN
CAB. CABINET
GEM CEMENT
CER. CERAMIC
C.I. CAST IRON
C.J. CONSTRUCTION JOINT
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
COLL COLLECTOR
CONC CONCRETE
CONN CONNECTION
CONSTR CONSTRUCTION
CONT CONTINUOUS
C.T. CERAMIC TILE
CTR CENTER
CTSK COUNTERSINK
d PENNY (NAIL SIZE)
D2L NELSON WELDED REBAR
DECOR. DECORATIVE
DBL DOUBLE
DEMO DEMOLITION
DET DETAIL
D.F. DOUGLAS FIR
DIAL DIAGONAL
DIA DIAMETER
DIM DIMENSION
DK, DKG DECK, DECKING
DN DOWN
DS DOWNSPOUT
DWG DRAWING
EA EACH
EL ELEVATION
ELEC ELECTRICAL
ELEVR ELEVATOR
EMBED EMBEDMENT
E.N. EDGE NAIL
E.O. EDGE OF
E.P.S. EXPANDED POLYSTYRENE
EQ EQUAL
EQ SP EQUAL SPACES
E.S. EACH SIDE
EXH EXHAUST
EXIST. EXISTING
EXP EXPANSION
EXT EXTERIOR
F.A.U. FORCED AIR UNIT
F.D. FLOOR DRAIN
F.H.C. FIRE HOSE CABINET
FDN FOUNDATION
F.F. FINISHED FLOOR
FIN FINISH
FLR FLOOR
FLASH. FLASHING
FLOUR. FLOURESCENT
F.O.C- FACE OF CONCRETE
F.O.F. FACE OF FINISH
F.O.M. FACE OF MASONRY
F.O.S. FACE OF STUD
F.P. FIREPROOFING
FRMG FRAMING
F.S. FLOOR SINK
FT FOOT OR FEET
FTG FOOTING
ga GAUGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
GL. GLASS
GLB GLUE -LAM BEAM
GR GRADE
GYP GYPSUM
H.B. HOSE BIBB
H.C. HOLLOW CORE
HD HOLDOWN
HDR HEADER
HDWD HARDWOOD
HGR HANGER
HGT. HEIGHT
H.M. HOLLOW METAL
HORIZ,(H) HORIZONTAL
HT HEIGHT
I.D. INSIDE DIAMETER
I.F. INSIDE FACE
INCAND. INCANDESCENT
INSUL INSULATION
INT INTERIOR
JAN.
JANITOR
JST
JOIST
JT
JOINT
LAM.
LAMINATE
LAV.
LAVATORY
LB
POUND
LOC.
LOCATION
LTWT
LIGHT WEIGHT
LVL
LEVEL
MAX
MAXIMUM
MECH
MECHANICAL
M.E.P.
MECHANICAL, ELECTRICAL
PLUMBING DOCUMENTS
MFR
MANUFACTURER
MIN
MINIMUM
MISC
MISCELLANEOUS
M.O.
MASONRY OPENING
MTD.
MOUNTED
MTL
METAL
MUL.
MULLION
N
NORTH
NIC
NOT IN CONTRACT
NO,
NUMBER
NOM
NOMINAL
N.S.
NEAR SIDE
NTS
NOT TO SCALE
O.A.
OVERALL
OBS.
OBSCURE
OC
ON CENTER
O.D.
OUTSIDE DIAMETER
O.F.
OUTSIDE FACE
O.F.C.I.
OWNER FURNISHED /
CONTRACTOR INSTALLED
OFF.
OFFICE
OPNG
OPENING
OPP
OPPOSITE
PCF
POUNDS PER CUBIC FOOT
PC, PCS
PIECE, PIECES
PL.
PLATE
PLAS.
PLASTER
PLWD
PLYWOOD
PR.
PAIR
PRCST.
PRECAST
P.T.D.F.
PRESSURE -TREATED
DOUGLAS FIR
PTN.
PARTITION
Q.T.
QUARRY TILE
R.
RISER
RAD
RADIUS
REF
REFERENCE
REINF
REINFORCING
REQ'D
REQUIRED
RET
RETAINING
REV
REVISE, REVISION
RM.
ROOM
R.O.
ROUGH OPENING
RWD.
REDWOOD
R.W.L.
RIN WATER LEADER
S.C.
SOLID CORE
S.C.D.
SEE CIVIL DRAWINGS
SCHED
SCHEDULE
SECT
SECTION
S.E.D.
SEE ELECTRICAL DRAWINGS
SHT
SHEET
SHTG
SHEATHING
SIM
SIMILAR
S.M.D.
SEE MECHANICAL DRAWINGS
SOG
SLAB ON GRADE
SPECS
SPECIFICATIONS
SQ
SQUARE
SS
STAINLESS STEEL
S.S.D.
SEE STRUCTURAL DRAWINGS
STAG
STAGGER, STAGGERED
STD
STANDARD
STL
STEEL
STOR.
STORAGE
STRUC
STRUCTURAL
SUSP
SUSPENDED
SYMM
SYMMETRICAL
M
TREAD
T&B
TOP AND BOTTOM
T&G
TONGUE AND GROOVE
T.C.
TOP OF CURB
THK
THICK
TEL,
TELEPHONE
THRD
THREADED
THRU
THROUGH
TA.
TOP OF
T.O.C.
TOP OF CHIMNEY
T.O.F.
TOP OF FOOTING (GRADE BEAM)
T.O.FR.
TOP OF FRMING
T.O.L.
TOP OF LEDGER
T.O.M.
TOP OF MASONRY
T.O.P.
TOP OF PARAPET
T.O.PL
TOP OF PLATE
T.O.S.
TOP OF STEEL
TS
TUBE STEEL
TYP
TYPICAL
LION
UNLESS OTHERWISE NOTED
URM
UNREINFORCED MASONRY
VERT,(V)
VERTICAL
VEST
VESTIBULE
V.G.D.F,
VERTICAL GRAIN
DOUGLAS FIR
VIF
VERIFY IN FIELD
W/
WITH
W.C.
WATER CLOSET
WD
WOOD
WDW.
WINDOW
W/O
WITHOUT
W/P
WATERPROOFING
W.H.
WATER HEATER
WT
WAINSCOT
WSCT.
WEIGHT
CODES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 CALIFORNIA BUILDING,
PLUMBING, MECHANICAL, AND ELECTRICAL CODES, AND LOCAL ORDINANCES.
GENERAL:
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING
UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE.
THE CONTRACTOR SHALL BEAR ALL EXPENSE OR REPAIR OR REPLACEMENT IN
CONJUNCTION WITH THE EXECUTION OF THIS WORK.
2. ALL MATERIALS AND FIXTURES ARE TO HAVE APPROVAL FROM AN APPROVED TESTING
AGENCY.
FOUNDATIONS:
ULTIMATE1. CONCRETE TO BE 00 P.S.I. AFTER 28ii
2. PROVIDE 5/6'DIAMETER FOUNDATION BOLTS IMBEDDED T'IN CONCRETE AND SPACED
fV-0' ON CENTER (MAXIMUM) AND WITHIN 12" OF A CORNER, W/ 2w"X3/16" WASHERS.
3. y CORROSION
RESISTED
! SCREED
A FOUNDATION
i 1• PLATE
ALLOW TRAPPED TO DRAIN TO THE EXTERIOR OF THE BUILDING. MINIMUM 4" HEIGHT
ABOVE GRADEAND ABOVE CONC.
4. DRAINAGE PIPING IN THE GROUND SHALL BE LAIDON A FIRM BED FOR IT'S ENTIRE
LENGTH AND BACKFILLED IN THIN LAYERS TO 12"ABOVE TOP OF PIPE WITH CLEAN EARTH,
FREE FROM ! AND BOULDERS.
LUMBER AND -I• T
1. USE DOUGLAS - CONSTRUCTION GRADEFOR 6Xd AND LARGER, D.F. -yi
FOR ALL
dti
2. ALL LUMBER
IN CONTACT CONCRETE OR MASONRY SHALL PRESSURE
TREATED OR WOOD RESISTANT TO DECAY.
RAFTERS3. RAFTER TIES 4'-O"O.C. ARE REQUIRED IMMEDIATELY ABOVE CEILING JOISTSWHEN
it NOT PARALLEL CEILING JOISTS.
+ PLYWOOD EDGES AT : ••R SHALL HAVE• i GROOVE OR SOLID
BLOCKING AT EDGES.
CONTAINING5. WALLS OR
, r.y WASTEAND VENT PIPINGt r TO
ALLOW r AND BORING. BRACING OF t CONFORM :2001.
7. PLYWOOD ROOF PANELS SHALLBE BONDED WITH INTERMEDIATEOR EXTERIOR
AND WHERE EXPOSED TO WEATHER, SHALL BE EXTERIOR GRADE.
8. NO STRUCTURAL MEMBER SHALL BE SERIOUSLY OR WEAKENED OR IMPAIRED BY
CUTTING OR NOTCHING.
NOTCHING9. CUTTING, OR BORING FRAMING MEMBERS SHALL BE IN ACCORDANCE
PROPERTY
Id
ARCHIT STRT
ACCErlltf) FOR CONSTRUCTION
$,t31AAAT6 ARIE, REQUIRED FOR
e lob
;&1i , i4�., s 5 61 ...g $ $g pip F r y.ewS yy�u`yny y: E6a�gM.3kp@.Q�$:�s the
alteralfio
wvritten
amity of Santa Ana,
The acceptance of tisolvin and spe, {1.'atkns SMALL NOT
be risho, to peraflik nv ba an aippwval of the violation of any
v/ / v
Accepted B o_. t
Date Issued
K
E. GRASS
N
PL.'N!)fA71SION
0
/
0
1
zo
�-
0
w
v
z
N P
i {
w
YARD
(2816 SQ.FT)..
k
-A tRN
4'-0"
. _.
ROOF MATERIAL TO BE: ASPHALT
25'
EXISTING 6'-0" BLOCK WALL
EXISTING 6-0" BL
4161
1264
PROPOSED
E r3h, iT ; YP ;---. ELECT PLBG
t[{ 1`CH GRADING
N-
C",
€ -
,'WA Pd'f+1fAC's
EXISTING
tV
co
cv 3 12
tr}
3: 12
I
cv
Jim
E. GRASS
E. CONCRETE
DRIVE STRIPS
PROPERTY
EXISTING
w
z
w
Y
z
X
u u
o �
CD
z
w w
BUILDING DEPARTMENT NOTES
SCOPE OF WORK: BUILD 499 SQ.FT. 1ST FLOOR ADDITION AT REAR
OF EXISTING RESIDENCE.
CONDITIONS OF APPROVAL:
CODES USED: 2001 C.B.C., C.P.C., C.M.C., C.E.C., AS AMENDED BY
STATE OF CALIFORNIA AND LOCAL JURISDICTION ARE APPLICABLE
TO THIS PROJECT.
OCCUPANCY: R-3 U-1
CONSTRUCTION TYPE: V - N (R-3 & U-1)
LOCATION ON PROPERTY: WALL <5' ONE HOUR CONST. NO
OPENINGS
SHAFTS: ONE HOUR
BUILDING AREA: ALLOWABLE AREA:
R-3 1227 SF R - UNLIMITED
U-1 0 SF U - 1000 SF
OCCUPANT LOAD: N/A EXITS REQUIRED: IRED: N/A
* l�r1 ! r r r rr
01W,
Cif
z
r)
w
`"'
9
A-1.1
SITE PLAN ROOF PLAN
A-2.0
EXISTING FLOOR PLAN & DEMO PLAN
A-2.1
FIRST FLOOR PLAN
A-3.1
ELEVATIONS
A-4.1
SECTIONS
D01
DETAILS
S-1.0
STRUCTURAL NOTES
S-1.1
FOUNDATION PLAN
S-1.2
FRAMING PLAN
SD1
STRUCTURAL DETAILS
SD2
STRUCTURAL DETAILS
M01
T-24 CALCS & FORMS
COMPOSITION SHINGLES, CLASS ADDITION
RESIDENCE PORCH
"A" RATED PER U.B.C. SECTION
302 (d) AND CITY OF SANTA ANA {499 SQ.FT.) {728 SQ.FT.) {8fl SQ.FT.) V �#
REQUIREMENTS (25YEAR COMP).
NORTH
SITE PLAN SCALE: 1 /8" = 1 "-0"
WITH CBC 2001. WALLS/FLOORS CONTAINING DRAIN, WASTE AND VENT PIPES, GAS
AND/OR ELECTRICAL PIPING CONDUIT SHALL COMPLY WITH CBC 2001.
10. TWO (2) LAYERS OF GRADE "D" PAPER 9FELT) OVER PLYWOOD SHEAR WALLS.
BUILDING:
1. ALL DOORS AND SWINGING WINDOWS SHALL BE WEATHER STRIPPED.
2. ALL METAL WINDOWS AND SLIDING GLASS DOORS SHALL BE IN COMPLIANCE WITH
ANSI STANDARDS A1341 OR A1342.
3. ALL GLAZING INSTALLATION SHALL COMPLY WITH TITLE 24 OF ENERGY CONSERVATION
REQUIREMENTS.
4. EXIT DOORS & ESCAPE WINDOWS MUST BE OPERABLE FROM INSIDE WITHOUT SPECIAL
KNOWLEDGE OR USE OF TOOLS.
5. ROOFING MATERIALS TO BE CLASS "C" MINIMUM, ROOF PITCH IS 1/4" PER FOOT.
LIGHT AND VENTILATION:
1. ROOMS USED FOR LIVING, SLEEPNG, EATING OR COOKING SHALL BE PROVIDED WITH
NATURAL LIGHT EQUAL TO ONE TENTH OF THE FLOOR AREA WITH A MIN. OF 10 SQ.FT.
2. ROOMS USED FOR LIVING, SLEEPNG, EATING OR COOKING SHALL BE PROVIDED WITH
NATURAL VENTILATION EQUAL TO ONE TWENTIETH OF THE FLOOR AREA WITH A MIN. OF
15 SQ. FT.
3. BATHROOMS, LAUNDRY AND SIMILAR ROOMS SHALL HAVE NATURAL VENTILATION NOT
LESS THAN 1/20 OF THE FLOOR AREA OR 1.5 SQ.FT. OR PROVIDE MECHANICAL
VENTILATION WITH A MIN. OF 5 AIR CHANGES PER HOUR. DISCHARG POINT SHALL BE 3'
FROM NEAREST OPENING.
4. BEDROOMS MUST HAVE AT LEAST ONE OPERABLE WINDOW OR DOOOR APPROVED FOR
EMERGENCY ESCAPE OR RESCUE WHICH SHALL OPEN DIRECTLY TO AN OPEN YARD. THE
MIN. NET CLEAR AREA OF THE WINDOW SHALL HAVE 5.7 SQ.FT. WITH A MIN. WIDTH OF 20"
AND A MIN. HEIGHT OF 24". THE MAX. SILL HEIGHT IS 44" ABOVE FINISHED FLOOR.
5. EVERY DWELLING ROOM SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF
MAINTAINING A ROOM TEMPERATURE OF 70 DEGREES AT ANY POINT X ABOVE THE
FLOOR.
6. A DOOR IS NOT PERMITTED FROM THE GARAGE TO ANY BEDROOM.
7. EXTERIOR DOORS REQUIRE AN EXTERIOR LIGHT FIXTURE AND A LANDING.
8. WHEN APPLYING STUCCO OVER PLYWOOD, THE MOISTURE BARRIER SHALL CONSIST
OF TWO LAYERS OF GRADE "D" PAPER, MINIMUM.
9. SMOKE DETECTORS SHALL BE INSTALLED IN AREAS GIVING ACCESS TO SLEEPING
ROOMS ON OR NEAR THE CEILING, IN EACH SLEEPING ROOM, IN EACH STORY OF A
MULTIPLE STORY DWELLING AND WHERE CEILING HEIGHT EXCEEDS THE HALLWAY
HEIGHT BY 24." HARDWIRED/BATTERY BACKUP/AUDIBLE ALARM.
10. HABITABLE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 71-641. ALL
OTHER ROOMS SHALL HAVE A MIN. CEILING HEIGHT OF T-0"
t. t.. • 1 1• •.i'•• t:• •• 1 t
17
• +� t r � r -� t i t : --• i t r-
y i♦ ti j r •y • i t -• i
i t r t.i.i , r•• i i ��• •- :t # r. .r.
el solia i on ui I, 10113 gom Wel 1:77 1 MET 211 i • r 111 'r• +1 1 *4161 ITAN
-N0 •'r w Lei 1 00 ■ r:. a •rrrr r '
INSULATION:
1. CONTRACTOR SHALL POST THE INSULATIONCERTIFICATE • AND
y i `I t:. ! t i an
Rv r r!
SECURITY NOTES:
1. SLIDING GLASS DOORS AND WINDOWS LESS THAN 16 FT ABOVE ANY SURFACE
AVAILABLE FOR USE BY THE PUBLC SHALL BE CAPABLE OF BEING LOCKED SECURELY.
MOVABLE PANELS SHALL NOT BE EASILY REMOVED FROM THE FRAME.
, •' .r i•r r i t 4srt i• y
OCCUPANT HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE WITHOUT OPENING THE
irr' ' irr' VIEWER, i VIEWPORT,ii OR OTHER OPENING MAYPROVIDE
3. EXTERIOR WOODEN DOORS SHALLBE SOLID CORE CONSTRUCTIONOR SHALL BE
COVERED • iE FACE WITH 16 GAUGE
METAL ATTACHED WITH SCREWS
AT 6 INCH ON CENTER AROUND THE PERIMETERS.
4. ALL SWINGING DOORS SHALL BE EQUIPPED WITH A DEADBOLT WITH A MIN. THROW OF
ONE AND EMBEDMENT OF r THAN
INACTIVE5. THE t OF k PAIR OF DOORS ,x THE UPPERt OF t DUTCH r••- SHALL
BE EQUIPPED' ri:r
6. NON -REMOVABLE PINS SHALLBE USED IN PIN TYPETHAT ARE ACCESSIBLE
FROM OUTSIDE DOOR IS CLOSED.
7. UNFRAMED GLASS DOORS SHALL
TEMPERED GLASS NOT t
8. NARROW FRAMED GLASS DOORS SHALL BE FULLY TEMPERED GLASS NOT LESS THAN
GLASS9. ANY t LOCATED WITHIN t} OF r DEVICE ON i rrr• SHALL
BE FULLY TEMPERED OR HAVE APPROVED METAL BARS, SCREENS OR DOORS.
10. SOLID WOODEN HATCHWAYS LESS THAN 1-3/4 INCHES THICK SHALL BE COVERED ON
THE INSIDE WITH 16 GAUGE SHEET METAL ATTACHED WITH SCREWS AT 6 INCH ON
CENTERS AROUND THE PERIMETER AND SHALL BE SECURED FROM THE INSIDE WITH A
SLIDE BAR, SLIDE BOLTS, AND/OR PADLOCK WITH A HARDENED STEEL SHACKLE. ALL
OTHER OPENINGS LARGER THAN 96 SQUARE INCHES WITH A DIMENSIN IN EXCESS OF 8"
SHALL BE SSECURED BY METAL BARS, SCREENS, OR GRILLS. (EXCEPTION:
NON -OPERABLE SKYLIGHTS).
11. A DEVELOPMENT THAT INCLUDES 3 OR MORE DWELLING UNITS SHALL BE PROVIDED
WITH FULLY ENCLOSED GARAGES. GARAGE SPACE FOR EACH TENANT SHALL BE
SEPARATED BY PARTITIONS OF 3/8" PLYWOOD OR EQUIVALENT WITH STUDS SET NO
MORE THAN 24 INCHES ON CENTER.
MECHANICAL:
ATTIC FURNACES AND COOLING EQUIPMENT SHALL COMPLY WITH THE FOLLOWING:
- HAVE AN ELECTRICAL OUTLET AND A LIGHT FIXTURE (CONTROLLED BY A SWITCH AT THE
ACCESS POINT) AT THE FURNACE.
- PROVIDE A 125 V 15- OR 20-AMP RECEPTACLE OUTLET FOR SERVICE.
ROCT 12 t
City ot Santa Ana
PLANNING DEPARTMENT NOTES
ALL ROOF LINES, ROOF MATERIALDr r MATCH.
14 i
LEGAL DESCRIPTION:
TRACT 557 LOT 91 ADDITION TO THE TOWN OF SANTA ANA,
COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP
RECORDED IN CITY RECORDS.
A.P.N. 013-024-16
PROPERTY ADDRESS:
1226 S. SHELTON ST, SANTA ANA, CA, 92707
OWNER:
STEPHANY PANLILIO
23052-H ALICIA PARKWAY, #611
MISSION VIEJO, CA, 92692
TEL: 949.378.2100
APPLICANT:
CHRIS MILLER, PACIFIC MAINTENANCE & REPAIRS
TEL: 714.754.4111
SITE STATISTICS
PRESENT ZONING
R1
EXISTING LIVING AREA
728 SF
PROPOSED LIVING AREA
499 SF
TOTAL LIVING AREA
1227 SF
EXISTING PORCH
80 SF
EXISTING GARAGE
0 SF
TOTAL STRUCTURE AREA
1307 SF
LOT SIZE SQ.FT.
6250 SF
LOT COVERAGE
20.9%
REAR YARD AREA
2816 SF
FRONT HARDSCAPE AREA
N/A
FRONT LANDSCAPE AREA
N A
!a
•..
HUDGINS
27587 PASEO SEGOVIA
SAN JUAN CAPISTRANO, CA 92675
TEL: 949.322.7922
FAX: 949.488.8940
EMAIL: hudginsdesign@oox.net
0
0
Z>
F-
W U
Z
w0
Z
W w
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ONZ
vi
Zi R CTU,
ACCEPTED K it C
ELECPARE P1 S
TRICAL. P U!'A G 1
)I set of plams and iti
t all tilmeS Wid It is ur WNW
"urauuns Ott same wilftut
City of Santa Ana.
2""Ceplance of this pt il att.
{t #palum. j
PROJECT WnFORMAM 11 r
PROPERTY OWNER: STEPHANY PANLILIO
Mission Viejo, CA. 92692 I
TEL:949,378.2100 ,,
l CITY
PROJECT ADDRESS: ln*216'wsoE 4�TOt*k .
ZONE: R1 _.m.., , - ,F
APN: 013-024-16
LEGAL DESCRIPTION: TR 557 LOT 91
SUBMITTAL SET
REVISION DATE
SUBMITTAL NO. 1 11 OCT 2005
SUBMITTAL NO.2
SCALE: AS NOTED
DATE: 10.06.05
k_-
13
DESIGNER:
HUDGINS DESIGN
27687 PASEO SEGOVIA
SAN JUAN CAPISTRANO, CA 92675
TEL: 949.322.7922
FAX: 949.488.8940
EMAIL: hudginsdesign@cox.net
PROPERTY OWNER- STEPHANY PANLILIO
23052-H Alicia Pkwy,, #611
Mission Viejo, CA. 92692
TEL: 949.3782100
PROJECT ADDRESS: 1226 S. SHELTON ST
ZONE: RI
APN: 013-024-16
LEGAL DESCRIPTION: TR 557 LOT 91
ISUBMITTAL SET I
REVISION
SUBMITTAL NO. I
SUBMITTAL NO. 2
5
SCALE: AS NOTED JOB NO: 05041
DATE: 10.06.05 DRAWN BY: S.H.
WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL
BE BROUGHT TO THE ATTENTION OF THE
ENGINEER PRIOR TO THE COMMENCEMENT
OF ANY WORK.
WINDOW SCHEDULEi
MARK
TYPE
SIZE
FINISH
MATERIAL
NOTES
TEMP.
WIDTH
HEIGHT
101
A
4 -0
V-6
PAINT
VYL.
SLIDER OBS; see T-24 for u & schg
�' 9 values
Y
102
A
4'-0"
4'-0"
PAINT
VYL.
SLIDER; see T-24 for u & schg values
N
103
A
5'-0"
4'-0"
PAINT
VYL.
SLIDER; see T-24 for u & schg values
N
DOOR AND FRAME SCHEDULE
FIRE RATING LABEL
MATCH (E)
MATCH (E)
MATCH (E)
2115411
NEW T24 ENERGY NOTES
1, INSULATION: HOT WATER PIPE TO BE INSULARTED FROM THE WATER HEATER TO
THE KITCHEN.
2. KITCHEN LIGHTING: 50% OF ALL "WATTAGE" MUST BE HIGH EFFICACY (EG.
FLUORESCENT). HIGH EFFICACY FIXTURES AND NON -HIGH EFFECICAY FIXTURES
MUST BE SWITCHED SEPARATELY.
3, LIGHTING: LIGHTING IN BATHROOMS, GARAGES, LAUNDRY ROOMS AND/OR
UTILITY ROOMS MUST BE HIGH EFFICACY OR MUST BE CONTROLLED BY A
MANUAL -ON OCCUPANCY SENSOR.
4. LIGHTING: LIGHTING IN ALL OTHER ROOMS, INCLUDING HALLWAYS, DINING
ROOMS, BEDROOMS, FAMILY ROOMS, MUST BE HIGH EFFICACY; OR MUST BE
CONTROLLED BY A MANUAL -ON OCCUPANCY SENSOR; OR A DIMMER. CLOSET
SPACE LESS THAN 70 SQ.FT. IS AN EXCEPTION TO THIS REQUIREMENT.
5. RECESSED LIGHTS: RECESSED LIGHTS THAT ARE TO BE INSTALLED IN AN
INSULATED CEILING OR CAVITY ARE REQUIRED TO HAVE:
a.) A ZERO CLEARANCE INSULATION COVER (IC).
b.) TO BE THAT THEY ARE AIR TIGHT
c.) T OBE SEALED WITH A GASKET OR CAULK BETWEEN HOUSING AND THE
CEILING.
6, OUTDOOR LIGHTING: IF ATTACHED TO A BUILDING IT MUST BE HIGH EFFICACY OR
CONTROLLED BY A MOTION SENSOR WITH AN INTEGRAL PHOTOCONTROL.
WALL LEGEND
NEW WALL
1 HOUR SEPERATION WALL
B
EXISTING WALL ¢ A31
PROPOSED EXISTING
A-0"
201-0" 26'-0"
14'-8„ '-4" - 13'-4" 2'-8" - 1®'_0°r
I �-- 27
I--__ ------_-_.__._-----_----- _-- __ �- WM -�_ _-_._._.._..___._.__..-_.--T .-__ ..__._.--------_.-_.-- ---�
S.O.V. lol \\ F c, E. 2646 E. 2646 I E. 2646 E. 2646
I F, -51
_ 48 i 17
i BEDROOM 2 I I (BEDROOM 1 /r-------�
» FL.
b I N. BA f (14'_0„ x IV-0") ( �(10`-0" x 11`-0") /
N. BEDROOM f \
r - (14'-4" x 12'-2") 16
I
I
ems' W.P. G.F.L
Al.
G.
N. L _ DRY
ENT "V105 c9 /
I T - -�-
AIR
'....
,= 109
z
S, - N. HALL ------....-- " N. H�� Q -esF� -- ---- - 000
a.
- -
_
N. W.I.C. I 29 - / \ Ui I
y -
co
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----- E.2046E. - - - - - - - - - - -
--
I
10'-6" Ilk'-6" 131-4" 12'-8"
20'-0" I 26'-0"
46'-0"
PROPOSED EXISTING
A31
1. MEANS OF EGRESS MUST BE CONTINUOUS, UNINTERUPTED AND TERMINATE IN
A PUBLIC WAY OR EXIT COURT LEADING TO A PUBLIC WAY.
2. REQUIRED EXIT DOORWAYS SHALL BE NOT LESS THAN 36" IN WIDTH AND NOT
LESS THAN 6-8" IN HEIGHT. UBC 1003.3.1.3a,
3. WIDTH OF HALLWAYS INSIDE DWELLING UNITS SHALL BE 36" MINIMUM WIDTH.
UBC 1004.3.3.2.
4. MAXIMUM T' RISE AND MINIMUM 9" RUN, 6'-8" VERTICAL HEADROOM MINIMUM.
5. MINIMUM CLEAR WIDTH OF 36"
6. HANDRAILS TO BE 34" TO 38" HIGH.
7. THE HAND GRIP PORTION OF THE HANDRAIL SHALL BE GREATER THAN 1 1/4"
AND LESS THAN 2" IN CROSS SECTIONAL DIMENSION.
8. MAXIMUM CLEARANCE BETWEEN BALUSTERS TO BE LESS THAN 4"
9. HANDRAIL END SHALL HAVE ROUNDED TERMINATION OR BENDS.
10. GUARDRAILS TO RESIST 20#/FT. HORIZONTAL LOAD AT TOP OF RAIL. UBC
TABLE 16-B. MAXIMUM CLEAR OPENING LESS THAN 4"
11. GLASS GUARDRAILS REQUIRE A TOP RAIL PER UBC 2406.6
12. EXTERIOR STAIRS AND EXIT BALCONIES SHALL NOT PROJECT INTO AREAS
WHERE PROTECTION OF OPENINGS IS REQUIRED PER UBC 1006.2.1
13. PROVIDE 5/8" TYPE "X" DRYWALL ON WALLS AND CEILING OF ENCLOSED
USABLE SPACE UNDER STAIRWAYS PER UBC 1006.3.3.9
GENERAL NOTES
1. WINDOWS ADJACENT TO TUBS, SHOWERS AND TUB/SHOWERS, @ STAIRWAYS,
OR ADJACENT TO AND WITHIN 24" OF EITHER EDGE OF DOOR SHALL BE FULLY
TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC, PER UBC 2406.3
& 2406.4
2. SLEEPING ROOMS SHALL HAVE A WINDOW OR EXTERIOR DOOR FOR
EMERGENCY ESCAPE. SILL HEIGHT SHALL NOT EXCEED 4'ABOVE THE F.F.
WINDOWS MUST HAVE AN OPENABLE AREA OF AT LEAST 5.7 SQ.FT. WITH THE
MINIMUM OPENABLE WIDTH 20"AND THE MINIMUM OPENABLE HEIGHT 240. THE
EMERGENCY DOOR OR WINDOW SHALL BE OPENABLE FROM THE INSIDE TO
PROVIDE A FULL, CLEAR OPENING WITHOUT THE USE OF SEPARATE TOOLS. UBC
SEC. 310.4
3. APPLIANCE IN CONFINED SPACE: PROVIDE TWO OPENINGS INTO ENCLOSURE
EACH HAVING 1 SQ. IN. PER 1000 BTU/H INPUT FREELY COMMUNICATING WITH
OTHER UNCONFINED INTERIOR SPACES. MINIMUM 100 SQ.1N. EACH OPENING.
PER 98 CMC SEC. 702.
4. CEMENTITIOUS BACKER BOARD TO BE USED UNDER ALL TILE WORK AT ALL
SHOWERS AND BATHS TO A MINIMUM HEIGHT OF 70" ABOVE DRAIN INLET.
5. TOILET SPACES SHALL BE AT LEAST 30" WIDE, NTH AT LEAST 24" CLEAR IN
FRONT OF WATER CLOSET PER SEC. 2904.
6. BASE MATERIAL BENEATH SHOWER PANS SHALL BE SLOPED TO DRAIN PER UPC
SEC, 410.5.
7. ALL NEW GLAZING (FENESTRATIONS) WILL BE INSTALLED WITH A CERTIFYING
LABEL ATTACHED, SHOWING THE U VALUE.
8. MECHANICAL SYSTEM TO BE DESIGN BUILD - CONDENSOR AND FAU LOCATIONS
TO BE DETERMINED BY DESIGN BUILD CONTRACTOR.
9. SEE TITLE 24 ENERGY CALCULATIONS FOR MIN. BTU REQUIREMENTS FOR
HEATING AND COOLING SYSTEMS.
GENERAL NOTES
10. PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS FOR ALL NEW BEDROOM
RECEPTACLES.
11. TOILETS TO BE MAXIMUM OF 1.6 GALLONS PER FLUSH.
12. PROVIDE FLUORESCENT GENERAL LIGHTING IN BATHROOMS AND KITCHENS.
SWITCH TO BE THE FIRST NEAR THE DOOR.
13. LENGTH OF DRYER LINT VENT NOT TO EXCEED 14'-0" PER UMC 504.3.2. MAXIMUM
2 ELBOWS.
14. USE SHATTER -RESISTANT MATERIALS FOR SHOWER ENCLOSURE AND WINDOWS
IF SILL IS LESS THAN 64' ABOVE TUB OR SHOWER FLOOR.
15, BATHROOM RECEPTACLES SHALL BE GFCI AND SHALL BE ON A SEPARATE
CIRCUIT.
;
pru�
FLOOR PLAN NOTES
NOTE: THIS KEY NOTE LIST FOR SHEETS A-2.1 & A-2.2 ONLY.
KITCHEN SINK W/ GARBAGE DISPOSAL, W/ AIR GAP FOR DISHWASHER - PROVIDE
UNDERSINK WATER PURIFICATION UNIT.
BUILT-IN DISHWASHER (VERIFY DIMENSIONS WITH MANUFACTURER'S
SPECIFICATIONS). PROVIDE AIR GAP AT SINK.
0 36" CLEAR REFRIDGERATOR/FREEZER SPACE - PROVIDE RECESSED COLD
WATER BIB AND SHUT-OFF FOR ICE MAKER. NOTE: WIDTH MAY VARY WITH
BUILDER UPGRADE OPTION - VERIFY.
MICROWAVE - PROVIDE SEPERATE ELECTRICAL CIRCUIT. (VERIFY DIMENSIONS
WITH MANUFACTURERS SPECIFICATIONS.)
COOK TOP W HOOD AND OVEN BELOW (VERIFY DIMENSIONS WITH
MANUFACTURER'S SPECIFICATIONS.)
a TRASH COMPACTOR.
DOUBLE OVEN.
CUSTOM CABINETS - GC TO PROVIDE SHOP DRAWINGS.
CUSTOM LINEN CABINET - GC TO PROVIDE SHOP DRAWINGS.
10 ART NICHE
11 SOFFIT ABOVE
12 HEADER ABOVE
13 LINE OF DROPPED CEILING
14 PRE-MANF. SPA TUB W/ MARBLE TILE SURROUND. CONTROL VALVES TO
PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER UPC SEC. 4107.
15 PRE-MANF. 72"X30" SHOWERITUB WITH CERAMIC TILE SURROUND. CONTROL
THERMOSTATIC
VALVES TO PRESSURE BALANCED OR HE OSTTTIC MIXING VALVES PER UPC
SEG. 4107.
16 LAVATORY IN BASE CABINET - GC TO PROVIDE SHOP DRAWINGS.
17 WATER CLOSET TO BE MAXIMUM OF 1.6 GALLONS PER FLUSH.
MARBLE TILE SHOWER ENCLOSURE. TILE TO EXTEND FROM FLOOR
18 TO CEILING. CONTROL VALVES TO PRESSURE BALANCED OR THERMOSTATIC
MIXING VALVES PER UPC SEC. 4107.
19 SHOWER SEAT.
20 MEDICINE CABINET,
21 PAINT GRADE WOOD SHELVING.
2 2
UTILITY SINK.
23 WASHING MACHINE SPACE - PROVIDE RECESSED BOX FOR WATER AND WASTE
CONNECTIONS.
DRYER SPACE - PROVIDE VENT TO OUTSIDE PER UMC SEC.1903 W/ 14, LENGTH &
24 2 ELBOWS. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL
SIZE AND LOCATION OF THE DRYER VENT.
30" X 30" ATTIC ACCESS W/ MIN. 30" CLEAR HEADROOM. IF FAU IS USED, PROVIDE
25 SWITCHED LIGHT, 110V OUTLET AND 24" WIDE SOLID FLOORING TO FAU, NOT
MORE THAN 2V-0" IN LENGTH.
FAU IN ATTIC PER UMC 319. PROVIDE LIGHT, POWER, GAS, ACCESS AND 30" WIDE
26 WORK SPACE. PROVIDE PRIMARY CONDENSATE DRAIN TO TAIL PEICE OF
LAVATORY LOCATED IN "BATH 2". PROVIDE SECONDARY CONDENSATE DRIN LINE
TO OUTSIDE. VENT TO OUTSIDE AND COMBUSTION AIR PER UMC CHAPTER 7.
WATER HEATER ON 4" CONC. PLATFORM PER CITY STANDARDS W/ (2) SEISMIC
STRAPS - (1) TOP AND (1) BOTTOM. PROVIDE PRESSURE RELIEF VALVE W/ DRAIN
27 TO OUTSIDE. VENT TO OUTSIDE. COMBUSTION AIR PER UMC CH. 7. FINAL
LOCATION OF THE WATER HEATER VENT SHALL BE THE RESPONSIBILITY OF THE
PLUMBING CONTRACTOR AND SHALL CONFORM TO THE APPLICABLE CODES AND
REGULATIONS.
28 2X6 PLUMBING WALL
29 DOUBLE -SIDED WALL HEATER. SEE T24 CALCULATIONS.
OCCUPANCY SEPARATION PER U.B.C. SEC. 302.4 BETWEEN GARAGE (U-1) AND
30 LIVING (R-3) WALLS - 5/8" TYPE "X" GYP. BORD ON GARAGE SIDE OF WALLS
ADJACENT LIVING AREAS FULL HEIGHT TO ROOF DIAPHRAM OR WALLS, CEILINGS
AND HEADERS.
PREFABRICATED 42" METEAL FIREPLACE (MAJESTIC MODEL NO. BR/BC42) W/
31 TEMPERED GLASS DOORS, (U.L. #MH6018 VOL. 2/ICBO NER 404). HEARTH
EXTENSIONS TO CONFORM TO THE CONDITIONS OF LISTINGS AND THE MANF.
INSTALLATION INSTRUCTIONS PER UBC 3102.5.2 - SEE DETAIL X/X.
DECK W/ STONE FLOORING ON SETTING BED OVER DEXOTEX WATERPROOF
32 MEMBRANE - SLOPE 2% TO DRAIN.
33 DECK DRAIN.
GUARDRAIL 36" ABOVE HIGHEST ADJACENT F.F. SEE DETAIL X/X PER PLAN.
PRE-MANF. WROUGHT IRON GUARDRAIL - GUARDRAIL TO RESIST A LATERAL
35 LOAD OF 20 POUNDS PER SQUARE FOOT PER CBC TABLE 16-B. GC TO PROVIDE
SHOP DRAWINGS.
36 EXTERIOR GRADE R/S PLYWOOD CEILING.
37 WOOD GATE - SEE EXTERIOR ELEVATIONS.
38 5/8" TYPE "X" GYP. BOARD AT WALLS AND CEILING AT ENCLOSED USABLE SPACE
UNDER STAIRS.
39 12" WOOD STAIR TREAD
40 ISOKERN MASONRY FIREPLACE WITH METAL FLUE - SEE TYP. DETAIL FP-01.
41 14"X6" GARAGE EXHAUST VENT SCREEN'D AND LOUVER'D 6" ABOVE GARAGE F.F.
42 CONC. PAD AND STAIR PER CITY STANDARDS.
43 FIREPLACE FLUE FROM BELOW.
® ELEC. METER - PROVIDE ACCESS DOOR TO MATCH TRIM.
45 VEGETBLE SINK W/ GARBAGE DISPOSAL
46 BAR SINK W/ GARBAGE DISPOSAL.
47 PEDESTAL SINK.
PROVIDE MECHANICAL VENTILATION CAPABLE OF PROVIDING FIVE AIR CHANGES
48 PER HOUR (DUCTLESS FANS ARE NOT ACCEPTABLE IN ROOMS CONTAINING
TUBS OR SHOWERS) (1203.3) EXHAUST TO EXTERIOR WITH BACKDRAFT DAMPER.
APPROVED SMOKE DETECTOR PER U.B.C. SEC. 310.9.1. DETECTOR TO BE
PERMANENTLY WIRED AND WITHOUT A DISCONNECTION SWITCH OTHER THAN
`Ig THOSE REQUIRED,OR OVER CURRENT PROTECTION. ALL SMOKE DETECTORS
TO BE WIRED TOGETHER FOR SIMULTANIO_PS ALARM. ALL SMOKE DETECTOR'S
SHALL HAVE APPROVED BATTERY BACKUP.
5O 10" DIA. TUBE SKYLIGHT. `
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sESIGNER: w. ,-'
It
27587 PASEO SEGOVIA
SAN JUAN CAPISTRANO, CA 92675
TEL: 949.322.7922
FAX: 949.488.8940
EMAIL: hudginsdesign@cox.net
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PROJECT INFORMATION'
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PROPERTY OWNER: STEPHANY PANLILIO
23052-H Rhoda Pkwy., #1611
Mission Viejo, CA. 92692
TEL: 949.378.2100
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PROJECT ADDRESS:
1226 S. SHELTON ST.
ZONE:
R1
APN:
01"24-16
LEGAL DESCRIPTION.
TR 557 LOT 91
SUBMITTAL SET
REVISION
DATE
SUBMITTAL NO. 1
11 OCT 2005
FIRST
FLOOR
PLAN
SCALE: AS NOTED
JOB05041
10.06.05
DR
15/32" CDX PLWD. OR
OSB SHrG.
P.1. 32/16 NAIL 8d @ 6"
EDGE & 12" FIELD
SECTION A SCALE: 1/4" V-011
NOTE:
THIS KEY NOTE LIST FOR SHEETS A-4.1 ONLY.
ROOF RAFTERS OR TRUSSES PER STRUCTURAL DRAWINGS.
SHEATHING PER STRUCTURAL DRAWINGS.
RIDGE BEAM PER STRUCTURAL DRAWINGS.
0 2X CEILING JOISTS PER STRUCTURAL DRAWINGS.
5.1 2X FLOOR JOISTS PER STRUCTURAL DRAWINGS.
a 2X4 STUDS AT 16" O/C.
17.1 2X6 STUDS AT 16" O/C.
DBL. 2X TOP PLATES.
2X P.T.D.F. SILL PLATE
10. 2X SILL PLATE
11. PROVIDE R13 BATT INSULATION AT EXTERIOR WALLS.
12. PROVIDE R30 BATT INSULATION AT CEILING.
13. PROVIDE R19 BATT INSULATION UNDER GARAGE.
14. 3/4" PLYWOOD NAIL 10d @ 6' EDGE & 10" FIELD, GLUE.
95. 1/2" DRYWALL (TYP.)
16. 2X BLOCKING
17. FLUSH BEAM WITH APPROVED HANGERS.
18. DROPPED BEAM WITH GYP BOARD OVER.
19. CONTINUOUS 4X12 BEAM
20. CONCRETE SLAB
1. BUILDING FRAMING SECTIONS REPRESENT APPROXIMATE ARCHITECTURAL
RELATIONSHIPS ONLY AND DO NOT NECESSARILY REPRESENT STRUCTURAL
ENGINEERING CONDITIONS, CONNECTIONS OR MATERIALS. REFER TO
STRUCTURAL ENGINEERING DRAWINGS FOR ALL SUPERCEDING STRUCTURAL
REQUIREMENTS. REPORT ANY DISCREPANCIES IMMEDIATELY PRIOR TO
PROCEEDING WITH WORK,
2. TOP OF RIDGE, MIDPOINT OF RIDGE, PLATE HEIGHTS, NATURAL GRADE HEIGHT,
AND ANY OTHER VERTICAL CONTROL DIMENSION SHOW ON SECTIONS OR
ELEVATIONS ARE TO BE FIELD VERIFIED BY GENERAL CONTRACTOR WITH A
STRING LINE BEFORE ERECTION OF ROOF FRAMING ELEMENTS. DESIGNER IS TO
BE NOTIFIED IF THERE ARE ANY DISCREPANCIES OR CONFLICTS WITH PLANNING
DEPARTMENT OR HOMEOWNER'S ASSOCIATION BUILDING HEIGHT AND/OR
ENVELOPE REQUIREMENTS. GENERAL CONTRACTOR ASSUMES ALL LIABILITY
AND COSTS OF LOWERING ROOF FRAMING IF STRUCTURE IS ERECTED BEFORE
STRING LINE CONFIRMATIN IS COMPLETED.
3. ALL OPENINGS AROUND GAS VENTS, DUCTS, PIPES, CHIMNEYS, AND FIREPLACES
AT THE CEILING SHALL BE FIR EBLOCKED WITH NON-COMBUSTABLE MATERIALS
PER UBC 708.2.1(4).
4. PROVIDE FIRE BLOCKING AT 10 FOOT INTERVALS IN CONCEALED SPACES BOTH
HORIZONTALLY AND VERTICALLY PER UBC 708.2.1.1.
5. REFER TO FRAMING PLAN FOR SIZE AND SPACING OF ALL STRUCTURAL
MEMBERS.
6. REFER TO SHEET T-1 FOR INSULATION REQUIREMENTS.
ATTIC VENT SUMMARY
1. ALL VENTS TO BE COVERED WITH 1 /4" CORROSION
RESISTANT WIRE/METAL MESH (1505.3).
3. ALL VENTS SHALL BE INSTALLED SO AS TO MAKE
THEM WATER -PROOF ANS WALL MOUNTED LOUVERS
SHALL BE SEALED AN FLASHED WITH "MOISTOP" IN THE
SAME MANNER PRESCRIBED FOR WINDOW INSTALLATIONS.
4. PROVIDE APPROVED INSULATION DAMS (BAFFLES)
WHERE VENT BLOCKS ARE USED BETWEEN ROOF FRAMING
MEMBERS PREVENT BEING BLOCKED BY
5. PAINT VENTS TO MATCH TRIM COLOR.
ATTIC VENTILATION CALCULATIONS PER U.B.C. 1505.3
ATTIC AREA : A SQ. FT.
A S.F. X 1 f 300 x 144 = B SQ. IN,
AREA
AREA #1
AREA #2
A
ATTIC AREA
1307
----
UNIT : SQ. FT. )
B
CALCULATE REQ'D NET
627
----
FREE VENTING AREA:
( UNIT : SQ. IN. )
PROVIDE NET FREE VENTING AREA
EXISTING GABLE VENTS (24X12)
190 x 3
1 = 190 SQ. IN.
= 570
GABLE VENTS (12X18)
133 x 1
----
1 = 133 SQ, IN.
= 133
DORMER VENTS
-----
1 = 135 SQ. IN.
= 0
TOTAL PROVIDED
1703 SQ. IN.
----
IF
dESIGNER:
HUDGINS DESIGN
27687 PASEO SEGOVIA
SAN JUAN CAPISTRANO, CA 92675
TEL: 949.322.7922
FAX: 949.488.8940
EMAIL: hudginsdesign@c'ox.net
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PROPERTY OWNER: STEPHANY PANLILIO
23052-H Alicia P"w , #611
Mission Viejo, CA. 92692
TEL: 949.378.2100
PROJECT ADDRESS: 1226 S. SHELTON ST.
ZONE: R1
APN: 013-024-16
LEGAL DESCRIPTION: TR 557 LOT 91
SUBMITTAL SET
REVISION DATE
SUBMITTAL NO.1 11 OCT 2005
SUBMITTAL NO.2
ISCALE: AS NOTED JOB NO: 05041
DATE: 10.06.05 DRAWN BY: S.H
MIN. CLASS WCOMPOBITION . . .. .. ...............................
. . . . . . . . . .
ASPHALT 5HIN6vLES INSTALL 7/5" EXTERIOR PLASTER 0/ 60 .............. ....... ...
F15ER BATT INSULATION
. . ..........
....... . . . . . . . .
PER MANUP. REQ. MIN. PAPER BACKED Y41RE MESH
11-11 . . . . . . . . . . . . ...... . . . . . . . .
. . . . . . . . . . . .
2X RAFTERS REFER
50 LB. ROOF FELT
TO STRUCT. PLANSD.
........... ....
. . . . . . . . . .
1/9)" THK. 3 COAT PLASTER
. . ......... .
FIBER BATT INSULATION 2X STUD WALL
FINISH 0/ PAPER BACKED
. . . . . . . . . . . . . . . . . .
.11;; .............. .. .... ........
h d
... .......
—1:21, M015TOP
MTL. LATH, EXTEND UNDER. .. .. . . . . .
1/5" EXTERIOR CEMENT
FLASHING PAPER
PLASTER Of PAPER, BACKED ........ . j,;
.. . . ......
IX 50LID SHEATHING @ BOARD . . .. . . ....
..... ....
AIRE LATH 0/ M015TOP
.. ... . ......
OVERHANG ,1/21, PY11*0 WOOD TRIM TO MATCH FLA5HINC5 . . . ......
FIELD
COMPOSITION SHINGLE
STARTER STRIP _(2) 2X TRIMMER 5TUP5
24 CA. &ALV. MTL. RAIN GUTTER AT JAMB CONDITION, DESIGNER: s*u_t1;4w_s-
FACTORY PRIMED AND PAINTED. 4X HEADER AT HEAD CONDITION WOOD TRIM TO MATCH HUDGINS DESIGN
SUPPORT TO OCCUR @ 56" OX". PER STRUCTURAL 27587 PASEO SEGOVIA
SAN JUAN CAPISTRANO, CA 92675
z TEL: 949.322.7922
O
11� FAX: 949.488.8940
26 &A. :3 EMAIL: hudginsdesign@cox.net
C7ALV. MTL.
DRIP 4X HEADER AT HEAD
2X CEILING FLASHING p CONDITION, (2) 2X TRIMMERS
1 T JAMB, CONDITION PER
,JOISTS NHE :r
A00P TRIM TO IX A'04
OCCURS
MATCH EXISTING, SLIDING ISLASS Z3 STRUCTURAL PINIS.5
w I
INSUL. PER. 5FAL 4 5TAIN. POOR FRAME INSTALL PER �\/INYL. WINDOW FRAME
ENERGY REPORT MFeRs 5PI=c'5- INSTALL PER MF&R'S. SPECS
-,A I 2X RE5ANN FA5VA, w
INT. r-IN15H— 5EE PLAN FOR Dim SEAL 4 5TAIN. REFER TO Or -TAIL Il/P01 FOR ADDITIONAL FLASHING REQUIREMENTS. REFER TO DETAIL I'VD01 FOR ADDITIONAL FLASHIN6 REQUIREMENTS.
NT5 TYPIC"AL EA %v" E 1-1/211=11—oll 'Oft SL. GLZOE3. DOOR 511=11-oll WINDOW HEALwj*`/JAMB 511=11-oll 1
17 k; MAING" HE u M 5 ww VT
'0*'ONV. FR'A` Agm""/JA" AB I
MIN. CLA55 A COMP. V'INtL WINDOW
PLYWOOD 5HT6. ol ASPHALT 5HIN6LE5 FRAME SET FLANGEO.C. PER
2x RAFTPLAN ER5 0 Ib" INSTALL PER MANUF. REG. SLIDING 6LA55 YV SEALANT
- %b
INSTALLATION NOTES: 0/ 50 LB. ROOF FELT DOOR FRAME INSTALL PER
15T- ATTACH 12" M015TOP FLASHING MFc7R'5. SPECS. 1Z u-
4TH FLUSH ALONG THE BOTTOM OF THE
OPENING. THE LENGTH OF THE "SIMPSON" A35 @ 16" O.G.
TO FALL A MIN. OF 12" BEYOND E.
FLASHING MUST BE LONG ENOUGH N_ ILI
THE OPENING ON BOTH SIDES 5LIVIN& SLAS5 DOOR SILL OL
50 THAT IT 15 BEYOND THE Two
VERTICALS THAT ARE ATTACHED PROVIDE BITUMINOUS W
-2ND IN STEP 2. COATING ON SILL FOR 12" M015TOP FLASHING PAPER
2NP, r SEPARATION OF ALUM. t
:2ND- ATTACH FLASHING ALONG THE u CONCRETE OR OTHER ><11 —STAPLED To ROUGH SILL, LAP 6" 0
VERTICAL SIDES OF THE OPENING DOWN AND EXTEND b" TO EA SIDE
FLUSH WITH THE EDGE, MAKING PLAN FOR DIM APPROVED MEASURE TO GYP, WOOD TRIM To MATCH
SURE THAT IT'S OVER THE BOTTOM 150LATE AND PROTECT PER
HORIZONTAL STRIP. LENGTH OF BOARD 0
THE FLASHING MUST BE LONG DBL. TOP PLATE E.N. U15C SEC. 2504 (C). 7/5" EXTERIOR PLASTER OVER —
ENOUGH TO FALL A MIN. OF 12" GONG. STOOP. SLOPE GRADE V&O MINUTE BUILDING
BEYOND THE OPENING ON TOP EXTEND PLASTER UNDER- Y—AAAY FROM DOOR PAPER AND METAL LATH
AND BOTTOM 50 THAT IT 15 PAf
TUCK BUILDING PAPER UNDER
7% BEYOND THE HORIZONTAL PIECE 2x STUDS a 16" O.G. 4: uj vi
THA 15 ATTACHED IN STEP 4 WIN L C7
AFTER THE NINVOV415 PLACED
IN THE OPENING. .—MINERAL IMPREGNATED FIBER BAIT IN5ULZ
IS5RD- INSTALL THE WINDOW PLUMB AND 5GUARE SMOOTH PLASTER FIBER EXPANSION STRIP .
BY PRESSING THE NAILING FLANGE FINISH, TYPIGAL
MATERIALS SPECIFIED: P051TIVELr INTO A CONTINUOUS BEAD OF SHEAR NALL PER PLAN [------2X STUD WALLui 0
5TH SEALANT WHICH EXTENDS AROUND THE CONCRETE SLAB PER 5TRUCT.
MOISTOP FLASHING PAPER AND BOTTOM AND VERTICAL PERIMETER OF
"SUPER JUMBO TEX" 60 MINUTE PAPER THE NINVOYNI
MANUFACTURED BY 4TH; ATTACH THE 4TH STRIP OF FLASHING REFER TO DETAIL III/POI FOR ADDITIONAL FLA5HIN6 REOUIRP-MENT5. Z
FORTIFIBER CORPORATION LAST, OVERLAPPING AND SEALED AGAINST
FORTLANP, OREGON THE FULL HEIGHT OF THE OUTER FACE
OF THE TOP NAILING FLANGE WITH A AV% I oft goal AOMP& W
"51TUTHENE" [OE AND INATER. SHIELD CONTINUOUS 5F_At;� OF SEALANT. CUT *-j DOOR
MANUFACTURED B`i' THE TOP PIECE OF FLASHING SUFFICIENTLY TYPIC%;AL BARGE @ ®I -oil SL. UL, I] I -all =1 -oil
A1101116 1 9 1-1/2 ww vw 2 C) AR. GRACE AND COMPANY LONISS, 50 THAT IT WILL EXTEND PAST THE 14 1T6 WINDOW SILL
CAMBRIDGE, MASS. EDGES OF BOTH STRIPS OF 51DE FLASHING ON v■AMING, 0 HRESHOLD
SHEET METAL WHERE SPECIFIED TYP. 5TH: STARTING AT THE BOTTOM OF THE WALL SECURE INDEPENDFNTSECTIONS Z
SHALL BE INSTALLED PER5MACNA LAP THE APPROVED BUILDING PAPER OVER
RECOMMENDED SPECIFICATIONS THE WEEP SCREED (WHERE OCCURS) AND OF \/ENT PIPE TOGETHER AND v J)
■
NOTE: PROVIDE SOLID BACKING UP THE WALL IN WEATHERBOARD FASHION, ANCHOR AND SUPPORT OFFSI=T5
TO SUPPORT MOISTOP PAPER. WITH A 2" MIN, OVERLAP. INSTALL THE TO ADJACENT FRAMING MAINTAINING DOOR HEADER- 7/6" EXTERIOR PLASTER 0/ VINYL AINL70N FRAME SET
FIRST COURSE THAT INTERSECTS THE REQUIRED CLEARANCES uj vi
STAPLE PERIMETER OF WINDOW OPENING BENEATH THE SILL STRIP SEE 5TRA
UCT. PAPER BACKED WIRE MESH I FLANGE W SEALANT
MOISTOP TO FRAMING MEMBERS FLASHING WITH THE 5U55EGUENT COUR5E5
11, FROM OUTSIDE EDGE TO
PRE -VENT WIND DAMAGE. ABOVE APPLIED OVER THE FLASHING THRE5HOLD 1/2" 5HI 12" NIDE M015TOP FLA5HINI57 JI
ANCHOR STRAPS AT UPPER PAPER, BEHIND TRIM 117th IlLg;-!
/G�AND LOWER THIRDS OF FL OR 5HT'65. rw-i N
VERTICAL DIMENSION OF
WATER HEATER
NTH .WINDOW. FLA!"jHING
WATER HEATER
INSTALLATION NOTES
1ST: INSTALL G.I. PAN ALONG THE BOTTOM
OF THE OPENIN5 IF THE INSTALLATION
4TH 15 OVER AOOD IONS,FLOOR. SEE PAN DIAGRAM I (I
FOR DIMENS
2ND: ATTACH 12" M015TOP ALONG THE VERT-
ICAL SIDES OF THE OPENING, FLUSH WITH
THE EDGE, MAKING SURE THAT IT 15 OVER
tu
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PROJECT INFORMATION
oiH
REFER TO DETAIL
1cf/D01 FOR
ADDITIONAL FLASHING REaUIREMENT5.
FOR TYPICAL NOTE55EE DETAIL I AND Icl ON THIS 5HEET.
PROPERTY OWNER STEPHANY PANLILIO
23052-H Alida Pkwy., #611
i ; 11 CAA Q�
THE BOTTOM FL.A51111,46. LENGTH OF ANCHOREDI U w w
a ► . - a ,, -,
1. ALL DRAWINGS, SPECIFICATIONS AND OTHER WORK PRODUCT OF THE ENGINEER
FOR THIS PROJECT ARE INSTRUMENTS OF THE SERVICE FOR THE PROJECT ONLY &
SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT IS
COMPLETED OR NOT. REUSE OF ANY OF THE INSTRUMENTS OF SERVICE OF
THE ENGINEER BY THE OWNER ON EXTENSIONS OF THIS PROJECT OR ON ANY
OTHER PROJECT WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER SHALL
BE AT THE OWNERS RISK ANT THE OWNER AGREES TP DEFENT, INDEMNIFY &
HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, AND EXPENSIES
INCLUDING ATTORNEYS FEES ARISING OUT OF SUCH UNAUTHORIZED REUSE OF
THE ENGINEER'S INSTRUMENTS OF SERVICE BY THE OWNER OR BY OTHERS
ACTING THROUGH THE OWNER.
GENERAL
1. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS
NOTED OTHERWISE.
2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL,
MECHANICAL, AND ELECTRICAL DRAWINGS.
3. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR TO
THE DETAILS SHOWN FOR THE RESPECTIVE MATERIALS.
4. PROVIDE OPENINGS & SUPPORTS FOR MECHANICAL EQUIPMENT, DUCTS, PIPING,
VENTSM ETC. AS REQUIRED. REFER TO ARCHITECTURAL AND MECHANICAL
DRAWINGS FOR ADDITIONAL OPENINGS AND EQUIPMENT NOT SHOWN ON STRUCT-
URAL. ALL SUSPENDED EQUIPMENT TO BE PROVIDED WITH APPROVED LATERAL
BRACING.
5. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 2001 CALIFORNIA
BUILDING CODE (CBC).
6. CONTRACTOR MUST VERIFY ALL DIMESIONS AND SITE CONDITIONS BEFORE
START WORK. ENGINEER SHALL BE NOTIFIED OF ANY DESCREPANCIES.
T THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUC-
TURE. UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF
CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK
AND SHALL BE SOLELY RESPONBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS
TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT/ENGINEER SHALL
NOT INCLUDE INSPECTIONS OF PROTECTIVE MEASURES OR THE CONSTRUCTION
PROCEDURES REQUIRED FOR THE SAME. ANY SUPPORT SERVICES PERFORMED
BY THE ARCHITECT/ENGINEER DURING CONSTRUCTION SHALL BE DISTINGUISHED
FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED
BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT/
ENGINEER, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED SOLELY
FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CON-
FORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT
GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS
SUPERVISION OF CONSTRUCTION.
8. CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER OF ALL DESCREPANCIES
BETWEEN NOTES AND DETAILS PRIOR TO PROCEEDING WITH WORK.
9. DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED
BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE
PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWNER, ARCHITECT/
ENGINEER AND THE APPLICABLE GOVERNING CODE AUTHORITY.
1. MANUFACTURER SHALL SUPPLY TO ARCHITECT, ENGINEER AND BUILDING DEPAR-
TMENT,CALCULATIONS AND SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR
TO FABRICATION. ALL CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED
BY A CALIFORNIA REGISTERED PROFESSIONAL ENGINEER. SHOP DRAWINGS SHALL
SHOW ALL CRITICAL DIMENSIONS FOR DETERMINING FIT TO THE BUILDING AND
THE LOADS THE JOISTS ARE DESIGNED TO SUPPORT.
2. IT SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER TO OBTAIN ARCHITECT
AND ENGINEER APPROVAL OF CALCULATIONS AND SHOP DRAWINGS PRIOR TO
FABRICATION.
3. JOISTS SHALL BE DESIGNED AND FABRICATED TO SAFELY SUPPORT ALL SUPER-
IMPOSED DEAD, LIVE, WIND AND LATERAL LOADS; SPECIAL LOADING SUCH AS
MECHANICAL EQUIPMENT, ECT.; AND TO ACCOMMODATE ALL SPECIAL FRAMING
CONDITIONS FOR THE SPANS AS INDICATED OR REQUIRED.
4. DEFLECTIONS SHALL BE LIMITED TO THE FOLLOWING: FLOOR JOIST
- LIVE LOADS ................... ........................................................... L/480
- DEAD LOAD PLUS LIVE LOAD .............. ....................................... .L/360
5. MINIMUM TOP CHORD SHALL BE 2x4 UNLESS NOTED OTHERWISE
6. ALL CONNECTORS SHALL BE ICBO APPROVED AND OF ADEQUATE STRENGTH TO
RESIST ALL STRESSES DUE TO THE LOADINGS AS OUTLINED IN NOTE 3 ABOVE
7. CROSS BRIDGING AND/OR BRACING SHALL BE PROVIDED AND DETAILED AS TO
ADEQUATELY BRACE ALL JOISTS. SPECIFIED BY MANUFACTURER.
HEADERS74"ARALLAM "PSL" BEAMS AND
NOTED1. ALL BEAMS AND HEADERS MANUFACTURED/
_NGINEERER BEAMS FROM •ACCORDANCE WI-U
• • *1 >,
2. MINIMUM DESIGN PROPERTIES AS FOLLOWS:
E = 2.Ox1O PSI
F(b = 2900 PSI
F(V) = 290 PSI
1. ALL BEAMS AND HEADERS NOTES AS "LVL" SHALL BE MANUFACTURED/
ENGINEERED BEAMS FROM TRUSS JOIST MAC MILLAN IN ACCORDANCE WITH
I.C.B.O. REPORT No NER 481
2. MINIMUM DESIGN PROPERTIES AS FOLLOWS:
TYPICAL: E =1,900 KSI
F(b) = 2,600 KSI
F(v) = 285 KSI
GLUE LAMINATED BEAMS
1, ALL GLUED -LAMINATED BEAMS SHALL BE INDUSTRIAL APPEARANCE WITH EXTIOR
GLUE UNLESS OTHERWISE NOTED.
2. CANTILEVERED AND CONTINUOUS BEAMS SHALL BE 23F - V8
3. SIMPLE SPAN BEAMS SHALL BE 24F - V4
4. CERTIFICATE OF INSPECTION FOR EACH GLU - LAM BEAM FROM AN APPROVED
TESTING AGENCY TO BE SUBMITTED TO AND APPROVED BY THE BUILDING DEPARTMENT
PRIOR TO ERECTION.
5. ALL LAMINATIONS SHALL BE 2" NOMINAL.
6. BEAMS SHALL BE CAMBERED @ MID - SPAN BETWEEN SUPPORTS AS INDICATED ON
PLANS. CAMBER AT CANTILEVERED ENDS SHALL BE ZERO.
DESIGN - BUILD REQUIRENENTS:
1. THE CONTRACTOR SHALL PROVIDE DRAWINGS AND CALCULATIONS NECESSARY
FOR ALL DESIGN ITEMS. THE DRAWING AND CALCULATIONS SHALL BE
SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
CALIFORNIA.
2. DOCUMENTS FOR DESIGN BUILD ITEMS (REFERED TO AS DEFERRED
SUBMITTAL DOCUMENTS) SHALL BE SUBMITTED TO THE ARCHITECT OR
ENGINEER OF RECORD, WHO SHALL REVIEW THEM WITH A NOTATION.
INDICATING THAT THE FEFERRED SUBMITTAL DOCUMENTS HAVE BEEN
FOUND TO BE IN GENERAL COMPLIANCE WITH THE DESIGN CONCEPT
INFORMATION GIVEN IN THE CONTRACT DOCUMENT PRIOR TO SUBMITTAL
TO BUILDING OFFICIAL. THE CONTRACTORS SHALL BE RESPONSIBLE
FOR FORWARDING THE SUBMITTAL DOCUMENTS TO THE BUILDER
OFFICIAL. RESPONSIBILITY FOR THE DESIGN PROFESSIONAL DEAL
APPEARS THEREON. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE
INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN
APPROVED BY THE BUILDING OFFICIAL.
3. "DESIGN - BUILD" ITEMSIELEMENTS (AS DESCRIBED BELOW) SHALL BE
DESIGNED BY OTHERS, AND THE GENERAL CONTRACTOR SHALL COORDINATE
WITH OTHER TRADES AND THE ARCHITECT. THE ENGINEER OF RECORD
HAS NOT DESIGHNED THESE "DESIGN -BUILD" ITEMS. DESIGN SHALL
INCLUDE THE DESIGN OF THE ELEMENTS AND ITS CONNECTION TO THE
STRUCTURE. SEE NOTE #4
3.1 CURTAIN WALL, WINDOW WALL LOUBRE AND GLAZING SYSTEMS.
3.2 STAIRS, HANDRAILS, GUIDERAILS, AND LANDINGS.
3.3 ELEVATOR GUIERAILS, RELATED SUPPORTS, AND CONNECTIONS.
3.4 SUPPORTS AND CONNECTIONS FOR PIPES, SPRINKLERS, AND WASTE
LINES, DUCTS, CONDUITS, SUSPENDED CEILINGS, SOFFITS,
LIGHTS, ELECTRICAL EQUIPMENT, AND MECHANICAL EQUIPMENT.
3.5 LADDERS, GATES, AND METAL GRATING
3.6 PRECAST ELEMENTS.
3.7 VENEER ANCHORAGE SYSTEMS.
3.8 ANY STRUCTURE THAT IS NOT SHOWN ON THE STRUCTURAL DRAWINGS
BUT IS REQUIRED BY OTHER DISIPLIBES SUCH AS ARCHITECTURAL
MECHANICAL, ELECTRICAL, LANDSCAPE, ECT.
L 1 ►'
1. NO PIPES OR DUCTS ARE TO BE PLACED IN CONCRETE SLABS OR WALLS UN-
LESS SPECIFICALLY DETAILED.
2. AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33
3. STRENGTH OF CONCRETE SHAL BE AS FOLLOWS:
FOUNDATION 150 PCF F'C = 2,500 PSI AT 28 DAYS
SLABS ON GRADE 150 PCF F'C = 2,500 PSI AT 28 DAYS
WALLS, PEDESTALS 150 PFC F'C = 2,500 PSI AT 28 DAYS
4. REBAR LAP SPLICES PER DETAIL
5. SPLICES IN HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED...3"
6. MINIMUM CONCRETE COVERAGE; THE FOLLOWING MINIMUN CLEAR DISTANCES
BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED
UNLESS NOTED OTHERWISE.
SLABS ON EARTH............................................................CENTER OF SLAB
CONCRETE BELOW GRADE, FORMED.......................................................3"
CONCRETE BELOW GRADE, UNFORMEND ( POURED AGAINST EARTH)
7. DOWELS FOR WALLS SHALL BE THE SAME SIZE SPACING AS THE WALL REIN-
FORCEMENT AND SHALL LAP WITH THE WALL REBAR AS NOTED ABOVE UNLESS
NOTED OTHERWISE.
8. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40 FOR #3 AND
SMALLER AND GRADE 60 FOR #4 AND LARGER. WELDED REINFORCING STEEL
SHALL CONFORM TO ASTM A706.
9. ANCHOR BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE
PRIOR TO THE POURING PF ANY CONCRETE OR GROUT.
10. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPR
U.N.Q. IN SOILS REPORT WITH A WATER/CEMENT RATIO LESS THAN 0.40
STRUCTURAL STEEL
1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A992
2. ALL FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST STANDARD
EDITION OF THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND
ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.
3. NO FIELD CUTTING OR BURNING OF STRUCTURAL STEEL SHALL BE PERMITTED
WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/STRUCTURAL ENGINEER
4. ANCHOR BOLTS AND UNFINISHED BOLTS SHALL CONFORM TO ASTM A307
5. ALL WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS USING PROPER
E70xx APPROVED COATED RODS AND PERFORMED BY CERTIFIED WELDERS. ALL
FABRICATION AND WELDING SHALL BE PERFORMED IN THE SHOP OF AN
APPROVED FABRICATOR. WELDING MAY BE PERFORMED IN THE SHOP OF AN
ARC PROCESS WITH AUTOMATIC WELDING (SAW-1). LOW HYDROGEN ELECTODES
SHALL BE USED IN WELDING OF REINFORCING BARS.
6. ALL PIPE SHALL CONFORM TO ASTM A53 GRADE "B" (35 KSI)
7. ALL TUBE SHALL CONFORM TO ASTM A500 GRADE "B" (46 KSI)
8. MANUFACTURER SHALL SUBMIT COMPLETE SHOP DRAWINGS TO THE ARCHITECT/
STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL.
9. ALL STEEL SHALL BE FABRICATED BY A CODE APPROVED FABRICATOR.
MASONRY
1. ALL CONCRETE BLOCK SHALLCONFORM TO ASTM C90, GRADE N-1. USE OPEN
END BLOCK AS REQUIRED TO ACCOMMODATE VERTICAL REINFORCING.
2. LAP ALL BARS A MINIMUM OF 40 BAR DIAMETER (2" - 6" MINIMUM) AT SPLICES
UNLESS NOTED OTHERWISE.
3. ALL MASONTY SHALL BE REINFORCED GROUTED MASONRY. GROUT SOLID ALL
CELLS.
4. SPLICES OF HORIZONTAL REBAR IN WALLS SHALL BE STAGGARD.
5. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIXE AND SPACING AS
THE WALL OR COLUMN REINFORCEMENT AND SHALL LAP WITH THE WALL OR
COLUMN REBAR AS NOTED ABOVE.
6. ALL REINFORCEMENT, BOLTSM ETC, SHALL HAVE A MINIMUM BROUT COVERAGE OF
3/4". PROVIDE 1" GROUT ALL AROUND EACH BOLT BETWEEN BOLT AND BLOCK
SHELL.
7. MORTAR SHALL BE TYPE "S" AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH AT
28 DAUS OF 1800 PSI AND MIXED IN THE PROPORTIONS OF 1 PART PORTLAND
CEMENT TO 1/2 TO 1/4 PARTS LIME PUTTY TO 2'l2 TO 3 TIMES THE SUM
OF THE CEMENT PLUS LIME PUTTY PARTS OF SAND.
8. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28
DAYS AND SHALL BE MIXED IN PROPORTIONS OF 1 PART PORTLAND CEMENT TO
1/10 PART LIME PUTTY TP 2 TO 3 PARTS SAND TO A MAXIMUM OF 2 PARTS
GRAVEL/
9. RELATIVELY NON -EXPANSIVE FILL SHOULD BE USED IN BACK FILLING BEHIND
WALLS. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING THE
BACK FILL OPERATION.
10. ALL BRICK SHALL CONFORM TO ASTM C62, GRADE MW
11. CEMENT, REBAR, ETC. SHALL BE PER CONCRETE SECTION UNLESS NOTED
OTHERWISE.
12. AGGREGATES FOR MORTAR AND GROUT SHALL BE NATURAL AND ROCK
CONFORMING TO ASTM C144 AND C404.
WOOD FRAME
1. ALL STRUCTURAL LUMBER SHALL NE DOUGLAS FIR OF THE FOLLOWING GRADES,
CONFORMING TO STANDARD GRADING RULES FOR WEST COAST LUMBER, NO 17,
UNLESS NOTED OTHERWISE:
RAFTERS, AND JOISTS ............ ................... ......... ................ .......NO.2 OR BTR.
BEAMS AND STRINGERS ................... ....................... ......... .................. .... NO.1
POSTSAND TIMBERS......................................................................... _ _140.1
PLATES.. .................................................................................. NO.2 OR BTR.
BLOCKING, STRIPPING................................................................STUD GRADE.
STUDS........................................................................PER SCHEDULE ON SD-02,
2. PLYWOOD ROOF SHEATHING SHALL BE APA RATED STR. 1, UNLESS NOTED OTHERWISE. USE
EXTERIOR TYPE, MINIMUM C-C GRADE, WHERE PLYWOODIS EXPOSED TO WEATHER. PLYWOOD
FLOOR SHEATHING SHALL BE APA RATED STR. 1, UNLESS NOTED OTHERWISE. ALL PLYWOOD
SHALL BE GLUED WITH EXTERIOR TYPLE GLUE. ALL PLYWOOD SHALL CONFORM TO LATEST U.S
PRODUCT STANDARD PS 1. INSTALL SHEATHING W/ 1/8" GAP BETWEEN SHEETS. USE T & G
SHEATHING AT UNBLOCKED DIAPHRAGMS.
3. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF THE
AMERICAN PLYWOOD ASSOCIATION
4. ALL PLYWOOD NAILS SHALL BE COMMON. NAILING SHALL BE PER CHAPTER 23 OF THE U.B.C.
5. UNLESS NOTED OTHERWISE ALL NAILS USED IN CONSTRUCTION OF THIS PROJECT SHALL BE
COMMON NAILS AND CONFORM TO:
PENNY PENETRATION DIAMETER
WEIGHT (INCHES) (INCHES)
8d 1 1/2 0.131
10d 1 5/8 0,148
16d 1 3/4 0.162
20d 2 1 /8 0.192
6. USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION FOR
EACH PROJECT AND THE APPROVAL BY THE PROJECT ARCHITECT OR STRUCTURAL ENGINEER.
THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING
WILL NOT BE APPROVED IN 5/16" PLYWOOD, IF NAIL HEAD PENETRATE THE OUTER PLY MORE
THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF MiNIMYM ALLOWABLE EDGE DISTANCE ARE
NOT MAINTAINED THE PERFORMANCE WILL BE DEEMED UNSTATISFACTORY.
7. ALL BEAMS SHALL HAVE POST OR MULTIPLE STUDS BELOW w/ SIMPSON "PC" OR'i CAP,
TYPICAL U.N.O.
8. PROVIDE SIMPSON "LU" HANGERS AT ALL JOIST CONNECTIONS
9. PROVIDE SIMPSON "HU" HANGERS AT ALL BEAM CONNECTIONS, TYP. U.N.O.
10. PROVIDE SOUBLE JOISTS UNDER PARTITIONS WHICH ARE PARALLEL TO THE JOISTS.
11. PROVIDE SOLID FULL DEPTH BLOCKING UNDER PARTITIONS WHICH ARE PERPENDICULAR TO
THE JOISTS.
12. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUG FIR.
2
13.10P PLATE OF ALL STUD WALLS SHALL BE 2 PIECES THE SAME SIZE AS STUDS. SPLICES TO
LAP 4'-0" MIN. AND BE NAILED WITH 16-16d MINIMUM EACH SIDE OF JOINT.
14. PROVIDE 1 X 6 DIAGONAL LET - IN BRACING (AT APPROX. 45 DEGREES) EVERY 25' - 0" MAX. IN
ALL STUD WALLS NOT PLYWOOD SHEATHED. BRACING SHALL RUN CONTINUOUS FROM SILL PLATE
TO TOP PLATE. NAIL WITH 2 - 8d PER STUD AND 3 - 8d EACH END TO PLATES.
15. PROVIDE 2X SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS. BLOCKING
SHALL BE ONE PIECE AND THE FULL DEPTH OF THE JOIST OR RAFTERS.
16, PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR, CEILING AND ROOF.
FIRE STOPS SHALL BE 2X NOMIINAL THICKNESS OF WOOD AND SHALL BE THE FULL WIDTH OF THE
ENCLOSED SPACE. PLACE FIRE STOPS AT A MAXIMUM SPACING OF 8' - O" IN THE VERTICAL
DIRECTION. PROVIDE 2X FIRE STOPS INA ALL FURRED SPACES, VERTICAL AND HORIZONTAL, AND
AT MAXIMUM SPACING OF 8'- 0" IN EACH DIRECTION & AT THE SAME LINES AS FIRE STOPS IN
ADJACENT STUD WALLS.
17. CROSS BRIDGING SHALL BE PROVIDED AT 8'- 0" O/C MAXIMUM FOR ALL JOISTS AND RAFTERS
MORE THAN 8" DEEP.
18. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ECT. UNLESS SPECIFICLY DETAILS.
19. BOLT HOLES IN WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER.
ALL BOLTS SHALL HAVE STANDARD CUT WAHSER UNDER HEAD AND NUT UNLESS NOTED
OTHERWISE.
20, ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF SHEATHING PLASTER, ECT.
21. STUDS MAY BE BORED TO 20 % OF WIDTH MAX EXCEPT INTERIOR NON -BEARING STUDS WHICH
MAY BE BORED TO 60 % OF THE WIDTH MAX, BORED HOLES SHALL BE LOCATED @ CENTER OF
STUD WIDTH.
FYIiL�C#�*1v = _ • = # _ _ sti7c��a=T�fl�i.f�i7eT7Ii�IRa
:«1�I �iliL�If1I13�s�3+i;L�1ij�
SIZE
SPACING
MAX. SPAN PLASTER
MAX. SPAN GYP BD
2x4
16" O.C.
8' - 0"
10, - 0"
2x6
16" O.C.
12' - 0"
15' - 0"
2x8
16" O.C.
16' - 0"
20'-0'
BRIDGING TO JOIST TOE NAIL EACH END ................. ...... .................................. ........ ......2-8d
1" X 6" SUB FLOOR OR LESS TO EACH JOIST, FACE NAIL. . ..................
...... . ................... 2 - 8d
WIDER THAN 1"X 6" SUB FLOOR TO EACH JOIST, FACE NAIL. . ..........
.......................... 3 - 8d
2" SUB FLOOR TO GIRDER, BLIND AND FACE NAIL ....... ..... ...................
........ ............. .....2-16d
SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL.............................................16d
AT 16" O.C.
TOP PLATE TO STUD, END NAIL ............ ....... ....... ....... ........... .........
............ ........... ....... 2-16d
STUD TO SOLE PLATE .................. ....................... ............................................ ............. 4- 8d
DOUBLED STUD FACE NAILS............................................................................16d
AT 24" O.C.
DOUBLED TOP PLATES. FACE NAILS...............................................................16
d AT 16"O.C.
TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL. ........ ..................................
. _.2- 16d
CONTINUOUS HEADER, TWO PIECES.................................................2
ROLLS 16d AT 16" O.C.
CONTINUOUS HEADER TO STUD, TOE NAIL. - _ . ..... ....... ........
.__ ........................ 4- 8d
CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL .................. .........
............ ................ 3-16d
1" X 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL ..... ..............
....... .................. 2- 8d
WIDER THAN V X 8" SHEATHING TO EACH BEARING, FACE NAIL .........
.......... ................. ..3-8d
1" BRACE TO EACH STUD AND PLATE, FACE NAIL .... ...........................................
.... ....... .2- 8d
BUILT UP CORNER STUDS.... . ....................... .........................................
__ .... 16d AT 24" O.C.
BUILT UP GIRDER AND BEAMS.........................................................................20d
AT 32" O.G.
AT TOP AND BOTTOM AND STAGGARD..........................................................................2-20d
AT ENDS AND AT EACH SPLICE
2" PLANKS........................................................ .........................................
.................. 2-16d
AT EACH BEARING JOIST OR RAFTERS TO SIDES OF STUDS
EIGHT (8) - INCH JOIST OR LESS. ..... ...................................
. ................ .......... 3- 16d
FOR EACH ADDITIONAL FOUR (4) INCHES IN DEPTH OF JOIST ....................
............... 1-16d...
JOISTS OR RAFTERS AT ALL BEARINGS, TOE NAILS, EACH SIDE ... 2........... ..................... ..2-10d
BLOCKING BETWEEN JOISTS OR RAFTERS
TO JOISTS OR RAFTERS - TOE NAILS, EACH SIDE, EACH END ..................
____ ......... 2-10d
TO JOIST OR RAFTER BEARING - TOE NAILS, EACH SIDE .............
.............. ............... 3-10d
BLOCKING BETWEEN STUDS, EACH END ..... ........... .........................
2-1Old TOE NAILS OR 2-16d
RIBBONS TO STUDS
ONE (1)-INCH RIBBONS ......... ......... .................... .................... .......
..................... ........... 2-Bd
TWO(2) - INCH RIBBONS ................................................... ..... ..............
........... .......... ....2-16d
;F<
III
�I 1
Z Lei 0C. ffl1 0m, I Leil
27587 PASEO SEGOVIA
SAN JUAN CAPISTRANO, CA 92675
TEL: 949.322.7922
FAX: 949.488.8940
EMAIL: hudginsdesign@cox.net
ROPERTY OWNER: STEPHANY PANLILIO
23052-H Alicia Pkwy., #611
Mission Viejo, CA. 92692
TEL: 949.378.2100
PROJECT ADDRESS: 1226 S. SHELTON ST
ZONE: R1
APN: 013-024-16
LEGAL DESCRIPTION: TR 557 LOT 91
SUBMITTAL SET
REVISION DATE
SUBMITTAL NO. 1 11 OCT 2005
SUBMITTAL NO.2
13
L
iCALE: AS NOTED •: NO: 05041
FOUNDATION
1-1 PAD SCHEDULE
TYPE
AREA
DEPTH
REFORCING
FOOTING(:D
TYPE
SIZE
REFORCING
F-1
12" WIDE X 12" DEEP
(1)#4 BAR TOP & BOTTOM
WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL
BE BROUGHT TO THE ATTENTION OF THE
ENGINEER PRIOR TO THE COMMENCEMENT
OF ANY WORK.
FOIJNI�)ATION NOTE:5
I. FOUNDATION EXCAVATIONS a REINFORCEMENT
SHALL BE EXAMINED $ GERTIFIED IN NRITING
BY THE PROJECT GEOLOGICAL ENGINEER
PRIOR TO INSPECTION BY BUILDING OFFICIAL
AND PLACEMENT OF CONCRETE.
2. THERE SHALL BE NO TRENCHES OR EXCAVA-
TIONS 5-0" OR MORE IN DEPTH INTO NHIGH A
PERSON IS REQUIRED TO DE5GEND. OBTAIN
PERMIT FROM GA DIV. OF INDUSTRIAL SAFETY
PRIOR TO ISSUANCE OF GRADING PERMIT.
3. PLASTER WEEP 5GREED5 TO BE MIN. 26 GA
CORROSION RE515TANT METAL wl MIN. 3 112"
VERT. ATTACHMENT FLANGE. 56REED5 TO
BE MIN. 4" ABOVE FIN. GRADE OR 2" ABOVE
PAVED 5URFAGE5. LAP WEATHER BARRIER wl
EXT. LATH COVER 4 TERMINATE ON FLANGE.
PER U.B.G. SECTION 2506.5
4. REFER TO ANCHOR BOLT NOTE FOR BOLT 51ZE
� 5PA6ING B SILL THICKNE55 @ SHEAR NALL5.
5. NOT USED.
6. WOOD MEMBERS IN CONTACT wl CONCRETE
SHALL BE PRESSURE TREATED DOUGLAS
FIR (P.T.D.F.) OR FOUNDATION REDWOOD wl
MARK OR BRAND FROM APPROVED AGENGY,
PER U.B.G. SECTION 231-7.4 a 2326.6
-7. FLECTRIGAL OUTLET LOCATIONS IN CONCRETE
SLABS SHALL BE VERIFIED wl OWNER.
b. FOR HOLDONN5 @ FOOTIN65 SEE DETAIL:
HOLDDONN HARDWARE TO BE SEGURED IN PLACE
PRIOR TO FOUNDATION INSPECTIONS.
G. STRUCTURAL OBSERVATION PER SECTION 1-702 OF
THE GBG SHALL BE PROVIDED WHEN 50 DE5I6NATED
BY THE ARCHITECT OR ENGINEER OF RECORD OR,
WHEN SUCH OBSERVATION 15 SPECIFICALLY
REQUIRED BY THE BUILDING OFFICIAL.
ANOHOR E30LT NOTE
TYPICAL NON -SHEAR WALL ANCHOR BOLTS SHALL BE
5AY' DIA. w1 2" SO. X 3\16" THK NA5HER5 @ 4b"O,C.
ALL ANCHOR BOLT EMBEDMENT TO BE MINIMUM 7" INTO
FOOTING BEYOND GOLD JOINT.
SILL PLATES SHALL HAVE MIN. 2 ANCHOR BOLTS wl
ONE BOLT WITHIN 12" OF EACH END OF SILL. NUT wl
MASHER SHALL BE TIGHTENED ON EACH BOLT TO THE
SILL PLATE PER U.B.G. SECTION 1506.6
NON -SHEAR NALL INTERIOR FOOTINC75 MAY HAVE
"RAMSET" 1l4" DIA. SHOT PINS @ 24" D.G., I.G.B.O. NO.
163G, OR APPROVED EQUAL. 5HOT PIN EMBEDMENT TO
BE MINIMUM 1 112" INTO CONCRETE.
ALL BOLT HOLES SHALL BE DRILLED 1152" TO 1116"
OVERSIZED.
APPROVED PLATE NA5HER5 REQUIRED FOR ALL
HOLD-DONNS CONNECTOR BOLTS. HOLD-DONN5 TO BE
TIGHTENED JUST PRIOR TO COVFRING THE NALL
FRAMING.
FOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN
APPROVED PLATE MASHER UNDER EACH NUT AND THE
NUTS SHALL TO BE TIGHTENED JUST PRIOR TO
COVERING THE NALL FRAMING.
ANCHOR BOLT 5PAGING AT SHEAR NALL5
SHEAR
ANCHOR BOLT 51ZE $ 5PAGIN6
WALL#
wl MIN. 2x PTDF SILL
Ae,
518" DIA. ANCHOR BOLTS @ 54" O.G.
A518"
DIA. ANCHOR BOLTS @ 36" Q.C.
A518"
DIA. ANCHOR BOLT5 @ 24" O.G.
ANCHOR BOLT SPACING AT SHEAR NALL5
SHEAR
ANCHOR BOLT SIZE 4 SPACING
NALL#
wl MIN. 3x PTDF 51LL
!f
518>° DIA. ANCHOR BOLTS @ 16" O,G.
i2
3l4" DIA. ANCHOR BOLTS @ 24" O.G.
A314"
DIA. ANCHOR BOLTS @ 24" O.G.
A3/4"
DIA. ANCHOR BOLTS @ 16" O.G.
NHERE SHEAR PANELS OCCUR ON BOTH SIDES OF A
NALL ANCHOR BOLT 5PAGIN6SHALL BE HALF THAT
SPECIFIED IN TH15 SCHEDULE.
FOR EXIST. FTC. USE "SIMPSON" EPDXY ET WI MIN. 6"
EMBEDMENT WI INSPECTION, FOR 51ZF AND SPACING OF
BOLTS SEE ANCHOR BOLT NOTE ABOVE.
1, ALL STUDS SHALL BE SPACED @ 16" D.C.
2. ALL STUDS AND TOP PLATES AND ANCHOR SILL'S AT
WALL #'5 10,11,12,13,$14 KITH SHEAR 350 P.L.F. a
GREATER SHALL BE 3X OR HIDER AT PANEL JOINTS
AND SILL AT FTG.'5.
3. ALL NAILS FOR PLYWD SHALL BE COMMON NAILS
U.N.O.
4, ALL NAILS SHALL BE STAGGERED NHERE NAILS
SPADED 2 INGHE5 O.G.
5. ALL LAG BOLTS SHALL HAVE 1.5" MIN. EMBEDMENT
INTO SUPPORTING MEMBERS.
6. ALL 20d NAIL HOLES SHALL BE PREDRILLED.
`i`. ALL PLATE MASHERS FOR SILL ANCHOR BOLTS
SHALL BE MIN. 2" 50. X 3116" THK. AND USED ON EACH
BOLT.
8. FOR ANCHOR BOLT LENGTH, REFER TO FOUNDATION
DETAILS. ALL ANCHOR BOLTS SHALL HAVE 7" MIN.
EMBEDMENT FROM FIRST POUR.
is
DESIGNER:
HUDGINS DESIGN
27587 PASEO SEGOVIA
SAN JUAN CAPISTRANO, CA 92675
TEL: 949.322.7922
FAX: 949.488.8940
EMAIL: hudginsdesign@cox.net
PROPERTY OWNER: STEPHANY PANLILIO
23052-H Alida Pkwy, #611
Mission Viejo, CA. 92692
TEL: 949.378.2100
PROJECT ADDRESS: 1226 S. SHELTON ST.
ZONE: R1
APN: 013-024-16
LEGAL DESCRIPTION: TR 557 LOT 91
REVISION DATE
SUBMITTAL NO. 1 11 OCT 2005
SUBMITTAL NO.2
FOUNDATION
PLAN
SCALE: AS NOTED JOB NO: 05041
DATE: 10.06.05 DRAWN BY: S.H
. • c "=
WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL
BE BROUGHT TO THE ATTENTION OF THE
ENGINEER PRIOR TO THE COMMENCEMENT
OF ANY WORK.
-t -•----------
{ I
4X6 HDR.
t---------------:
(TYP)
ADDITION i EXISTING
(
-------------_.----)
E. I E. E. 1
E. E
r-.._--__.___._-___.--___.------_..- --------
EXISTING
E.
1ST F a FRAMING"' A SCALE: 1 /4" = 1' - 0"
HANOER
GEILIN6 JOI5T5
"SIMPSON" HANGER
J015T SIZE
JOIST SPAN
FACE
TOP
2x12
< 26-0"
U210
J8212
2xIO
< 24'-0"
LU2b
JB210
2xb
< 21'-0"
LU526
JB25
2x6
< Ib"-O"
LU526
JB26
2x4
<10-0'"
U24
HU24TF
H,AN6l=R SPEC I F I GAT I ONS
ROOF RAFTERS
"51MP5ON" HANGER
JOIST 51ZE
JOIST SPAN
FACE
TOP
2x12
< 23'-0"
U210
J6212
2x10
< Iq-0"
LU25
JB210
2xb
< 15-0"
LUS26
JB25
2x6
< ll'-O"
LU526
JB26
HANGER5 TO BE 5KEWED/51-OPED AS REQUIRED
HANGER F(::., I F I GATI ON5
FLOOR JOISTS
"SIMPSON" HANGER
JOIST 51ZF
J015T SPAN
FACE
TOP
STEEL
TJI PR0550
< 25-0"
MIU4q
ITT411.8b
ITT411.25
TJI PR0250
< 20"-0"
IUTII
ITTi1.bb
ITTI1,25
2x12 OJ
< 15'-O"
U210
J6212
JB210
2x10 DJ
< 10'-O"
LU528
JB210
L525
ROOF SHTG. TO BE 1/2" EXTERIOR GRADE PLYWOOD
(32/16) wl Cad @ 6" O.G. BOUNDARIES 4 PANEL
EDGE5, � bd @ 12" O.G. IN FIELD. U.N.Q.
ROOF DIAPHRAGM NAILING TO BE INSPECTED
BEFORE GOVERING. FACEORAiN OF PLYWOOD
SHALL BE PERPENDICULAR TO SUPPORTS.
THE UNINCORPORATED AREA OF THE COUNTY 15
CONSIDERED TO BE A "SPECIAL WIND RE010N." ALL
ROOF FASTENERS SHALL BE INSTALLED PER
MANUFACTURER'5 INSTRUCTIONS. ALL FASTENERS TO
RE515T WIND LOAD OF NOT LE55 THAN 970 MPH
O.G. BLDG, ORD, #3Pbq SEE DETAIL: 15/0-12
ROOFING MANUFACTURER TO PROVIDE SAMPLES
OF COLORS AT JOB SITE FOR OWNER AND D.C.A.
APPROVAL PRIOR TO ORDERING OF MATERIALS.
PROVIDE O.I. METAL FLASHING AT ALL ROOF
$ WALL INTERSECTIONS.
PROVIDE G.I. METAL FLASHING AT ALL VALLEYS.
SEE GENERAL NOTES SPECIFICATIONS FOR
ADDITIONAL FRAMING MATERIALS NOTES.
ALL RIDGE HEIGHT5 ARE TO TOP OF FINISH
ROOFING MATERIALS.
HATCHINO INDICATES "CALIF." ROOF FRAMING.
SHADED AREAS INDICATE INTERIOR BEARING
WALL5, BEAM5 OR FULL HT, SHEAR WALL5 BELOW.
PROVIDE 2x6 KI6KER5 FROM BEARING POINTS
4 WALL5 BELOW TO HIPS, VALLEYS d RIDGE5
@ 45 DEG. ANGLE MIN.
TT I C V'F-NT NOT
SEE SHEET A-4.1 FOR ATTIC VENT NOTES
G `172
BEARINIS WALLS
2x4 5TUD5 @ 16" O.G. MAX. HT.: 10'-0"
3x4 STUDS cap Ib" O.G. MAX. HT.: 10'-0"
2xb STUDS @ 16" O.G. MAX. HT.: W-O"
2xb STUDS @ 16" O.G. MAX. HT.: 16-0"
NON -BEARING WALL5
2x4 5TUD5 @ 16" O.G. MAX. HT.: W-O"
2x3 STUDS @ 16" O.G. MAX. HT.: 14"-O"
2x6 5TUD5 @ 16" O.G. MAX. HT.: 20'-0"
UTILITY GRADE STUDS SHALL NOT BE SPACED MORE
THAN 16" O.G., OR 5UPPORT MORE THAN ONE ROOF
AND GEILING, OR EXCEED b'-O` IN HEi6HT FOR
EXTERIOR AND LOAD BEARING WALL5, OR 10'-0" IN
HEI6HT FOR INTERIOR NON -BEARING WALL5.
ALL PLUMBING WALLS TO BE 2 x b STUD5 MIN.
STUD MAX. HEI6HT5 PER U.B.G. TABLE 23-1-R-3
LF-OFEND
SHEAR PANEL PER SCHEDULE
ZEN61NEEP-5 SHEAR WALL # PER
S.W. STRUCTURAL CALCULATIONS
L-- - PANEL LENGTH
A -MOMENT FRAME SHEAR PANEL
SHEAR PANEL LOCATION
# BEAM ELEVATION PER
SCHEDULE ON PLAN
BEAM # PER ENOINFERB CALG5.
5EAM/J015T LINE
X- BEARING POINT FROM
ABOVE ON BEAM
JOIST/RAFTER SPAN, TYPE
AND SIZE PER SCHEDULE
(-- CANTILEVERED JOISTS
2xb 5TUD5 @ 16" O.G.
INTERIOR BEARING WALL
CONTINUED P05T FROM ABOVE
//yA
>3 BUILDING SECTION REFERENCE LETTER
12 BUILDING SECTION SHEET NUMBER
2 DETAIL REFERENCE NUMBER
04 DETAIL SHEET NUMBER
1. USE "SIMPSON" HANGERS OR APPROVED EQUAL
AT JOISTS, HANOI NG FROM BEAMS, AND AT ALL
BEAM TO BEAM CONNECTIONS PER PLAN.
2. BEAMS AND HEADERS LARGER THAN 4xI0 TO
BE SUPPORTED AT EACH END WITH A 4x P05T
OR LARGER, BEAMS AND HEADERS 4x10 OR
SMALLER TO BE SUPPORTED AT EACH END BY
DOUBLE 5TUD5 EXCEPT AS, NOTED ON PLANS.
3. PROVIDE "TJI-550" OR EQUAL BELOW WALL5
EXCEPT AS, NOTED OTHERWI5E ON PLANS @
COMPOSITE TRU55 FLOOR FRAMING.
PROVIDE "TJI" BLOGKING BELOW WALL5
PERPENDICULAR TO JOISTS.
4. PROVIDE DOUBLE JOISTS BELOW NON -BEARING,
AND TRIPLE JOISTS BELOW BEARING WALLS
EXCEPT AS, NOTED OTHERWISE ON PLANS @
2x 5TANDARD FLOOR FRAMING, BOND 2x'5
WITH 2-16d R.5. NAILS @ 24" O.G. ALTERNATE
51DES. 50LID BLOCK BELOW WALL5 PERPEN-
DIGULAR TO JOISTS.
5, FIREBLOGK ALL DROPPED AND SOFFITED
GEILiN05, TYPICAL.
6. PROVIDE RAFTER TIES @ 45" O.C. IN LOWER
1/3 OF ATTIC SPACE WHERE GEILINO J015T5
ARE NOT PARALLEL TO ROOF RAFTERS.
7. ALL FRAMING HARDWARE TO BE "5IMPSON
STRONG TIE INC." OR APPROVED EQUAL.
b. WHERE OBL, TOP PLATES ARE BROKEN OR
INTERRUPTED PROVIDE MIN. I/b" THK.x 1-1/2"
WIDE METAL TIE STRAPS. LAP ALL TOP
PLATE 5PLIGE5 MIN. 4'-0".
q. ALL UNSPECIFIED HEADERS TO BE MIN. 4x4.
10, ALL P05T5 4x4 AND LARGER TO HAVE
"SIMPSON" A-35 EAr-,H 51DE OF POST TO
TOP AND BOTTOM PLATES U.N.Q. ON PLANS.
11. ALL PLUMBING WALL5 TO BE MIN. 2xb STUDS.
12. GLUED -LAMINATED BEAMS SHALL BE
MARKED ANSI/AITC STANDARD AlgO.l.
13. PROVIDE FIELD INSPECTOR WITH APPROVED
"CERTIFICATION OF INSPECTION" FOR ALL
GLUED -LAMINATED BEAMS.
14. ALL UPPER FLOOR SHEAR PANELS AND
BEARINO WALL5 TO EXTEND TO ROOF
FRAMING MEMBERS.
15. WHERE SHEAR WALLS ARE CONTINUOUS ACROSS,
OTHER WALL5, POPOUTS OR FURRING, APPLY
SHEAR PANEL PRIOR TO OTHER FRAMING TO
PRESERVE SHEAR WALL CONTINUITY.
lb. STRUCTURAL OBSERVATION PER SECTION 1702 OF
THE GBG SHALL BE PROVIDED WHEN 50 DESIGNATED
BY THE ARCHITECT OR ENGINEER OF RECORD OR,
WHEN SUGH OBSERVATION 15 SPECIFICALLY
REQUIRFD BY THE BUILDING OFFICIAL.
17, LA6 BOLTS: PROVIDE LEAD HOLE 40% - 70% OF
THREADED SHANK DIA. AND FULL DIA. FOR SMOOTH
SHANK PORTION.
SHEAR. PLYYIOOD # NAILING PER ALLOWABLE SILL -NAILING
WALL # U.B.G. TABLE 23-1-K-1 SHEAR
-7/b" 5TUGGO 0/ PAPER
A8BAGKED LATH w/ Ib 6A.
STAPLES @ 6110.6. AT T E B 180 PI F 16d @ 6"` O.G.
PLATES, EDGE OF SHEAR
WALL AND ON FIELD
A10
3/b" STRUGT. If PLYWD.
w/ bd @ b"O.G. BOUND. s 260 PLF Ibd @ b" O.G.
EDOF5 4 12"O.G. FIELD
3/8" 5TRUGT. 11 PLYWD,
II w/ 5d @ 4"O.G. BOUND. s 3461 PLF Ibd @ 4" O.G.
EDOE5 a 12"O.G. FIELD
515" 5TRUGT. 11 PLYWD. 20d @ 3" O.G.
w/ Fad @ 3'"O.G. BOUND. 8 4,40 PLF OR Ill" DIA. LAG
A G
EDGE5 4 12"O.C. FIELD BOLTS AT 16" O.G.
A
3/Fa"5TRUGW
T. 11 PLYD. 20d @ 2-1/2" O.G.
w/ bd @ 2"O.G. BOUND. 6 650 PLF OR 112'" DIA. LA6
ED&E5 $ 12'"O.C. FIELD BOLTS AT 12" O.G.
15/32" 5TRUGT. 11 PLYWD. 20d @ 2 " O.G.
w/ iOd @ 2"'O.G. BOUND. 4 770 PLF OR 112" DER. LA6
A
6
EDGE5 k 12"O.G. FIELD BOLTS AT 10" O.G.
iq/32" 5TRUGT. 11 PLYWD. 20d @ 2" O.G.
w/ IOd @ 2"0.6. WUND. 4 &-70 PLF OR 1/2" DIA. LA6
A
6
ED6E5 4 12"O.G. FIELD BOLTS AT 6" O.G.
AINDIGATFS SHEAR WALL NOT
� INCLUDED IN 5TRUGT. DE516N
FOR SHEAR PANELS 11, 12, 13 1 14 PROVIDE MIN. 3x
BOUNDARY MEMBERS 4 SILL PLATE (35OPLF) w/
5TA66ERED NAILING @ BOUNDARIES 4 E06E5.
THE -MAX. HE16HT TO WIDTH RATIO FOR SHEAR WALL5 15 2:1
UNBLOGKED SHEAR WALLS ARE NOT PERMITTED.
WHERE PANELS ARE APPLIED TO BOTH FAGE5
OF A WALL 4 NAIL SPACING 15 LE55 THAN b" O.G.
PANEL JOINTS SHALL BE OFFSET TO FALL ON
DIFFERENT FRAMING MEMBERS OR FRAMINO SHALL
BE MIN. 3x Wf NAILS ON EAGH 51DE STAGGERED.
SILL NAILING SHALL BE HALF THAT 5PEGIFIED IN
THI5 5GHEDULE AND 5TAGGERED w/ MIN 3x SILL PL.
(1), ALL 5TUD5 SHALL BE SPACED @ Ib" O.G.
(2). ALL NAILS FOR PLYWOOD SHALL BE COMMON OR SHORT NAILS UNO.
(3). ALL NAIL5 5HALL BE 5TA66ERED WHERE NAILS
5PAGED 2" O.G.
(4). ALL FIELD NAILS TO BE IOd @ 12" O.G.
(5). ALL LAG BOLTS SHALL HAVE 1-1/2" MIN. EMBEDMENT INTO
SUPPORTING WOOD MEMBERS.
(b). ALL 20d NAIL HOLES SHALL BE PREDRILLED.
Fil TOP OF BEAM @ TOP OF JOISTS
aTOP OF BEAM @ BOTTOM OF JOISTS
F31 TOP OF 2x NAILER c) TOP OF JOISTS
ETOP OF 2x NAILER @ BOTTOM OF JOISTS
F5] BOTTOM OF BEAM @ BOTTOM OF GLG. 1015T5
BOTTOM OF BEAM @ TOF OF PLATE5
TOP OF BEAM @ TOP OF PLATE5
F&I TOP OF BEAM @ BOTTOM OF BEAM #
DESIGNER:
HUDGINS DESIGN
27587 PASEO SEGOVIA
SAN JUAN CAPISTRANO, CA 92675
TEL: 949.322.7922
FAX: 949.488.8940
EMAIL: hudginsdesign@oox.net
�at 16 s , 4 ,I
PROPERTY OWNER: STEPHANY PANLILIO
23052-H Aida Pkwy. #611
Mission Viejo, CA. 92692
TEL: 949.37$.2100
PROJECT ADDRESS: 1226 S. SHELTON ST
ZONE: R1
APN: 013-024-16
LEGAL DESCRIPTION: TR 557 LOT 91
SUBMITTAL SET
REVISION DATE
SUBMITTAL NO. 1 11 OCT 2005
SUBMITTAL NO.2
IIDATE: 10.06 05E0 DRAWN BY:aSQ�H.I
17540ST5
N.T.S.
POST PER PLAN
POST PER PLAN
SIMPSON STAB BOLT
OR 615 PER PLAN
,vMP5ON,, HP PER
PLAN w/ 55TB BOLT SLAB PER
PER SCHEDULE FOUNDATION PLAN
I OF APPLICABLE)
2x SILL PLATE
PAD PER
FOUND. PLAN
RE -BAR PER
GONG. FOOTING PER PAD SCHEDULE
FOUNDATION PLAN
55TD 5ELIEC110N TABLE
MODEL 1-POUR 2-POUR
MTT25 5611316 5ST520
HO 2A 55T516 5STB20
H05A 59TB20 95TB24
2X STUDS FEIZ , PLAN
HP 6A 55TB26 SSTB34
K/ AB.S PER SHEAR
2 !/21
0
2 1/2.1
HD OA 5ST520 55T534
WALL
HDIOA 6_t55TE04
rOW-f;MTr= 5LA13 PER
FOUNDATION PLAN
Y
x
x
4V
R j ��
1 3/4" MIK,
RE -BAR TOP 4130TT
CONT. PER PLAN
1:4,
63
COW- FOOTING PER
FOUNDATION PLAN
PER sI AN
PM PLAN
NOTE: DEEPEN FTC? AS REQUIRED TO OBTAIN
ANCHOR EMBEDMENT AND CONCRETE COVER
17 1$ HOLD-DOWN N N.T.5. 9 SIMPSON HOEDOWN 5 EXTERIOR FTG 111=11-all 1
www / STAB" BOLT
a
m
j
MIN. DBL STUDS 0
I
END OF SHEAR PANEL
2X STUDS PER PLAN
HD PER PLAN
1/2" EXPANSION JOINT
i
W AB.'5 PER SHEAR
Iy
KALL
(E) SILL PLATE
CONCRETE DRIVEWAY
CONCRETE GARAGE SLAB
CONCRETE SLAB PER
(05V)PR WECOO5LA5 IT
F15
FOUNDATION PLAN
PER FOUNDATION SLAB
EN
.4,.-.g r
FOUNDATION
PLANPEP,
a.
44
Hill
HL.,
TIES 0 12' O.G.
;
2-#4 BARS CONT, a TOP 4 5TM.
5" EDGE DISTANCE
Zc
RE -BAR TOP 6 BOTT
lij
511"IP50N SET EPDXYCONT.
PER PLAN
RR *252-tcl
Cows. FOOTING PER
FOUNDATION PLAN
PER FLAN
PLAX
GRADE BEAM @ GARAGE
I 11= 1 1-011
K
m
XZUR5
WHERE
NEW 2X STUD 14A J_ �
EXIST 2X 5TUV I,,L (E) 2X STUDS STUDS PER PLAN
INTERIOR FINISH
NEW GONG SLAB a FT& GARAGE FINISH
P.T.D.F, SILL wl ANCHOR
ED NU DOWELS 0 TOP 4 BOTT. 1ST GONGSLAB 4 FTC NEW
SLAB PER
EMBEDED W
FOUNDATION PLAN BOLT PER FOUNDATION PLAN
EXI5TINr;v CONCRETE -AD 3/6" EXPANSION JOINT
E.N.XY
I. &ARA6E SLAB PER
TION PLAN W. FOUNDA CONCRETE SLAB PER
x X_��x FOUNDATION PLAN
Lu
-#3 DOWELS 0 12" OjG.
"A
o 2 FOUR COLD JOINT
X
#4 BAR o 31-oll O.G. ...........
a. EMBEDDED b" INTO E. FT5.
w W 3/4"DIA. HOLES BY W LONG
0
c t
PER MANUF SPEC -
FILL Hl EPDXY
EXTEND lb" INTO PEW SLAB.
7RQ.
..............
r
1 1-10 1 MIN MIN. EPDXY EMBEDMENT M RLA# EXISTING GONG. FOOTING I;M-13AR TOP 4 BOTT
AT EXISTING FT&. CONT. PER PLAN
PROPOSED EX19TIN5 CONDITION
FM PLAN
NOTE: SPECIAL INSPECTION REQUIRED PER CDC SEC 1101
M§ E. FTG. TO N. FTG. CONN.
5/15'01A, X 12" AT 48" 0.6, MIN.
AT SHEAR WALL SEE FON PLAN
SHEAR HALL SCHEDULE FOR BOLT
SIZES AND SPACING
ANCHOR BOLT MAYBE
REPLACED k1 "SIMPSON" ET22
SHEAR HALL PER PLAN
516" 05PACED TO MATCH SCH.
ON FOUNDATION PLAN wl MIN.
6' EMBEDMENT INTO EXIST.
FOOTING. INSTALL PER
MANUFACTURERS SPECS.
EXISTIN6 CONCRETE SLAB
1. W MIN. EP6E DISTANCE
TO CENTER OF A, BOLT
7
EXISTING FOOTING
16 (N) ANCHOR BOLT
TO (E) FDN.
SCOOP FTG. TO (E)
SLAB Dl
PLYWOOD WHERE
OCCURS
E. 2x BLOCK-
4" CONC. SLAB Wl-
6*x6"-#10/#10
W.W.M. UNO
6 MIL. VISQUEEN
012" SAND BASE
SHEET METAL TO -
COVER E, WOOD
#4 BAR @ 24" O_C_
EMBEDDED 8" INTO
E, M. USE 3W'
HOLES BY 7* LONG
- FILL W/ EPDXY.
a
5TUD5 PER PLAN
GARAGE INT. FINISH
E. 2x4 STUDS@ 16- O.C. EXTERIOR FINISH P.T.D.F. SILL K/ ANCHOR
BOLT PER FOUNDATION PLAN
&.1, METAL HELP SCREED
A36S @ 16- O.C. 5/6"EXPANSION JOINT
FINISH GRADE GARAGE SLAB PER
E. SHEATING FOUNDATION PLAN
T �1�
>
15 MIN.,
X x
E. FLR. JOISTS
RE -BAR TOP 4 E30TT
CONT. PER PLAN
E. FOOTING FER PLAN
•
12:'SCOOP FTG, TO (E) 8
RAISED fDN.
m
2
SUBMITTAL NO. 1 11 OCT 2005
SUBMITTAL NO. 2
DETAILS
SCALE: AS NOTED JOB NO: 05041
DATE: 10.06.05 DRAWN BY: S.H
N117TH
5/8"MIN.
EDGE DIST.
Vil M -114 MAX BORE 60% OF WIDTH
2x4 - (2 1/8' DIA HOLE)
2x6 - (3 3/16" DIA. HOLE)
5/8" MIN,
EDGE DIST.
MAX NOTCH 40 % OF WIDTH
_COKADtGr, stti Ca.
TAN
ER PLAN
U- HANGER
HANGER PER PLAN
•I ;Im, I MrdA
MAX BORE 40 % OF WIDTH
2x4 - (13/8' DIA. HOLE)
2x6 - (2 1/8" DIA HOLE)
MAX BORE 60% OF WIDTH
ON DBL. STUDS. NO MORE
THAN 2 PER DBL. STUD
2x4 - (2 1/8' DIA HOLE)
2x6 - (3 3/16" DIA HOLE)
MAX NOTCH 25% OF WIDTH
2x4 - (7/8' DEEP NOTCH)
2x6 - (13/8' DEEP NOTCH)
STUD LEFT SHALL BE SOUND
WOOD, & HAVE NO KNOTS,
BREAKS, SPLITS, EXCESSIVE
SLOPE OF GRAIN, ETC.
EXT. OR BEARING
WALL NOTCHM
MIN. (b)-thd
NA
ILS
TO J5T
MIN. (I)-Ibd
Al IGT
TO PA
(EACH
2x 5
1.
Z ROOF RAFTERS PER PLANS
1 EDGE NAILING
4. SIMPSON MSTA24
5.4x BEAM PER STRUCT. PLANS
6. (3) 2X4 STUDS
7. DBL, TOP PLATES
MIN,
NAIL
TO F
(5AC
JOISTS PER F
WALL PER PL
STS PER PLAN
R1176E BEAM OR BOARD
PER PLAN
"SIMPSON" A35F AT EA
51VE OF P05T
4x KIN6 P05T
PER PLAN
'SIMPSON" A35 AT EA
SIDE OF POST
STUD WALL MR PLAN
DBL STUD BELOW K.P.
HDR OR Be4AM KHEN
OC6UP-5 PER PLAN
AKING POST GONNEGTION
AT 2X5TUP k4ALL
ST:22 a 521, O.C.
ROOF SHT6.
MIN, (5)-Ibd
NAILS AT JST
TO RFTR
PER PLAN
:)N" OAN6eR5
E.N.
NM PER PLAN
SHEAR HA" PER PLANT >
ST22 0 521, Or -
ROOF 5HT&.
PLY1,-V ROOF 51HT5 0/
RAFTERS PER PLAN
E.N.
"SIMPSON" A35
-a 32" O.C.
x
.r EON.. 'IMP,
x 'SIMPSON" A35
SCHEDULE
x _ :1
Pm SCHEDULE
L. JSTS PER PLAN
DBL. TOP PLATE
2x STUDS 0 161, O.C.
'SIMPSON" A35 SPAr-IN& a
TOP PLATE, U.N.O. ON PLANS
SHEAR
WALL #
PANEL
ONE SIDE
PANEL
TWO SIDES
NONE
32" O.C.
q
20" Q.G.
10.51, O.G.
10
14 OZ
iZ;' Or-
5.51, O.G.
12
a, O.G.
4.5" O.C.
MR PLAN
ARD MR PLAN
L_J
5 SHEAR TRANSFER @ SAVE
RIDGE BEAM OR BOARD
PER PLAN
"5IMP50N" A�15P AT EA
SIDE OF POST
4x KIN& P05T
PM PLAN
'SIMPSON" A55 AT EA
SIDE OF POST
DEL. C.J. OR BEAM KHIFN
OCCURS PER PLAN
BKINO POST 6ONNEGTION
AT 2X CEILINO JOIST
N.T.5
P ROOF 544T6 ol
ER5 PER PLAN
2X NAILER W (2)
EVERY E. RAFTER
bd 0 EA. SIDE
Ibd TOE -NAIL.
2x4 - (113/8' DEEP NOTCH)
2x6 - (2 1/8' DEEP NOTCH) INTERIOR FINISH E. ROOF RAFTERS
W. NON -BEARING
PLYkO ROOF 5HT6 of
RAFTERS PER PLAN!�ttm "SIMPSON"
A35 PER
'SIMPSON' A35 561HEOULE
PER SCHEDULE EN
VEIL. TOP PLATE
SHEAR HALL PER PLAN
2x STUDS a 16" O.C.
2x STUDS Q Ib* O.G.
SHEAR K64-L PER PLAN
E.N..N. 2x BILOOK
E.N.
'SIMPSON' A35
PER SCHEDULE
rACEILIN6 JOISTS
E.N. PER PLAN
DBL. TOP PLATE
2x 971.105 0 16" O.C.
SHEAR WALL PER PLAN
'SIMPSON" A55 SPACIN6 a
TOP PLATE, U.N.O. ON PLANS
SHEAR,
WALL #
PANEL
ONE SIDE
PANEL
TWO SIDES
NONE
32' O.C.
—
Of
201, O.C.
103'. O.G.
10
14" O.G.
1.01IO/S.
11
11110.0.
55* O.C.
1,O..
O.G.45
O.G.O.
O.G.
14
6" O.C.
—
SHEAR TRANSFER
6
RAFTERS PER PLAN
PLYHO ROOF, SHTe 0/
'SIMPSON" A55 5PAclN6 a
TOP PLATE, U.N.O. ON PLANS
SHEAR
HALL#
PAWL
ONE SIDE
PANEL
THO SIDES
NONE
52" O.C.
—
cl
2010.6.
1051, O.C.
10
14" O.G.
O.G. i.o* o.. I
11
11"O.C.
53110.6.
12 -1-wac,
45' O.G.
15
11,10.0.
14
1 6" O.C.
A35 PER
5c+wULE
N
E.N.
05L. TOP PLATE
NEH CRIPPLE WALL
2x5TUI?9 @ 1611 O.G.
SHEAR HALL PER PLAN
NEH CRIPPLE HALL
2x STUDS 0 16" O.C.
E. CEILING JOISTS
PER PLAN
SHEAR HALL PER PLAN
CONTINUOUS TO RAFTER
CEILIN& JOISTS
F
E.N.
PM PLAN
tEK ABOVE
Z
N.
it
4
EXISTINC, BEL& E N,
i 05L. TOP PLATE
EXISTING STUDS 0 16" O.G.
ALL M
J 11<_, 5HEAIZ WALL MR PLAN
WALL NOTCHNG
i0l
I of a,
PROJECT INFORMATION
CALIFORON01A
PROPERTY OWNER- STEPHANY PANLILIO
230524iAlida P"., $ffil 1
ALLNOT'
N75
19
TITLE
N.T.5.
01TT■ PATION
N.T.S.
11
7
SHEAR TRANSFER
Mission Viejo, CA. 92692
TEL949.378,2100wvv
FRAMING'
PROJECT ADDRESS: 1226 S. SHELTON ST.
ZONE: Rl
CONT. 2X NAILER IAV (2)
2x CRIPPLES a fro" OZ.
Ibd a EVERY E. RAFTER
4 (1) 16d @ F-A. 54DE
2X FURLIN - SAME SIZE AS N/ (1) Ibd TOE -NAIL.
RAFTERS PER PLAN
APN: 013-024-16
LEGAL DESCRIPTION: TR 557 LOT 91
2x SOLID BLOCKING (EXCEPT WHERE ENDS OF JOISTS
RAFTER - (2) I&I's MIN,
2X BLOrKN6
ARE NAILED TO A HEADER AND/OR RIM JOIST OR TO
E. PLYJ�V ROOF SHTi9
E.N. Z----_PLyp0 ROOF 5HTC7 0/
SUBMITTAL SET
N
2X4 a 4'-0" O.C. W
REVISION DATE
AN ADJOINING STUD OR BY OTHER APPROVED MEANS).
0
(4) 16d's MIN.
IN
tilt
E.N.
SUBMITTAL NO. 1 11 OCT 2005
DBL. TOP PLATE
"SIMPSON'
SUBMITTAL NO. 2
0
HEADER
+
A35 PER A55 EACH END
tXMl A ll
z 0 0
N "5iMP5ON" ST62224 a EACH
+
CORNER OF OPENING —
+
0 f::G4 0
11111 1
Z
KIN6 STUD
TRIMMER
N,
"--
45MIN.
2X R106E BEAM
CONTINIUOUS
2x VSa 61 Oz
No BREAK a cLe.
10
co
m
X SOLID OLOGK 0
FIRST STUD GAY
0
25
2S
2xER ROOF RAFTERS
P PLAN
HATCHING INDICATESSTRUCT.
SHEAR WALL PER PLAN
(3) 16&9 -ONE TOE -MAIL
MIN. ONE EACH SIDE
4x R.O. SILL
P5L. TOP PLATES
NOTCHES NOT PERMITTED
INTERIOR BEARING HALL
NOTCHES WITHIN 1/2
WITHIN MIDDLE 113 SPAN
BUT BORED HOLES ARE
BORED HOLES ALSO
CIL& JSTS. PER PLAN
PER STRUCT. PLAN
"SIMPSON" A35 SPACIN& a
TOP PLATE, U.N.O. ON PLANS
SHEAR
KALL #
PANEL
ONE SIDE
PANEL
Tk4O SIDES
WO -NE
5 �2 O.G.
a20"
O.C.
10 5' O.G.
10
14- O.C.
70- O.G.
it
II" O.G.
5.5. O.G.
12
a"OG.
45" O.G.
15
14
6-O.G.
ri
I
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 1 of 5) CF-IR
Project Title q Date Building Permit 4
Project Ad
lie-lu <;
Documentation Au ' 1 Telephone
lin- 7 11
-
Compliance Method (Prescriptive) Climate Zone Qi
Plan Check /Date
Field Check / Date
Enforcement Agen
Alternative Component Package Method: (check one) _C XD ___D (Alternative)
Package C and Package D choices require HERS rater field verification and/or diagnostic testing (see CFAR page 3)
For Package DAlternative see Appendix B Table 151-CFootnotes 7-14
GENERAL INFORMATION
Total Conditioned Floor Area (CFA)
A—fe
Average Ceiling Height: ft
Maximum Allowed West Facing Fenestration Products Per Table 151-B or 151-C ---- (5% X CFA) ft2
Maximum Allowed Total Fenestration Products Per Table 151 -B or 15 1 -C ---- (20% X CFA) _ 100 ft2
✓ IJ Building Type: (check one or more) Single Family Multifamily Addition Alteration
0
(If adding fenestration fill out WS-4R, Fenestration Maximum Allowed Area Worksheet and see Section 8.3.2
for Additions and 8,33 for Alterations.)
Number of Stories: Number of Dwelling Units:
Floor Construction Type: Sla ised Floor (circle one or both)
Front Orientation: North 1 South West / All Orientations (input front orientation in degrees from True North
and circle one). G>
V/ X RADIANT BARRIER frequired in climate zones 2, 4, 8-15)
OPAQUE SURFACES INCLUDING OPAQUE DOORS
Component
Type (Wall,
Roof, Floor,
Stab Edge,
Doors)
Frame
Type
(Wood or
Metal)
Cavity
Insulation
R-Value
Continuous
Insulation
R-Value
Assembly U-
factor (for wood,
metal frame and
mass
assemblies)
Joint
Appendix
IV
Reference
Roof Radiant
Barrier
Installed
Yes or Na
Location
Comments
(attic, garage,
typical, etc.)
wvt—
ts),
1) See Joint Appendix IV in Section IV.2, IV.3 and IVA, which is the basis tbr the U-iActor criterion, U-factors can not exceed
prescriptive value to show equivalence to R-values.
Residential Compliance Forms April 2005
CERTIFICATE OF C0MPL1A_N_CE* RESIDENTIAL
(Page 2 of 5) CF-IR
Proct Title
L
Dalet g
FENESTRATION PRODUCTS - U-FACTOR AND SHGC
V 0 FENESTRATION MAXIMUM ALLOWED AREA WORKSHEET WS-4R -must be included for New
Construction, Additions and Alterations,
Fenestration
#/Type/Pos.
Orien-
Exterior
(Front, Left,
tation,
Shading/Overhan..
Rear, Right,
N, S, E,
Area
U-factor
SHGC
V box if WS-3R is
Skylight)
W1
U-factor 2
Sources
SHGC4
Sources
included
13
0
0
Pk NEAf L
0. %4c�
13
_-
0
FA
_40—
11
i
I
i 0
1) Skylights are now included in West -facing fenestration area if the skylights are tilted to the west or tilted in any
direction when the pitch is less than 1: 12. See § 15 1 (f)3C and in Section 3.2.3 of the Residential Manual
2) Enter values in this column are either NFRC Rated value or from Standards default Table 11 6A,
3) Indicate source either from NFRC or Table 116A,
4) Enter values in this column from NFRC or from Standards Default Table 11 6B or adjusted SHGC from WS-3R.
5) Indicate source either from NFRC or Table I I 6B
6) Shading Devices are defined in Table 3-3 in the Residential Manual and see WS-3R to calculate Exterior Shading
devices.
7) See Section 3.2.4 in the Residential Manual.
HVAC SYSTEMS
Heating Equipment
Type and Capacity
(furnace, heat purnp. boiler, et�.L
Minimum
Efficiency
(AFUE, or 1`1S7 ')
Distribution
Type and Location
(ducts, attic, etc.)
Duct or Piping
R-Value
Thermostat
Type
Configuration
(isL)Ilt or p
Cooling Equipment
Type and Capacity
(A/C, heat pump, evap.
coolin�)
Minimum
Efficiency
(SEER or EER)
Duct Location
Duct
R-Value
Thermostat
Type
Configuration
(split
Residential Compliance Forms
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 5 of 5) CF-IR
Project Titl Date
Wo
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and specifications needed to comply with Title
24, Parts I 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. The
undersigned recognizes that cony fiance using duct design, duct sealing, verification of refrigerant charge
and TXVs, insulation installation quality, and building envelope sealing require installer testing and
certification and field verification by an approved HERS rater.
Desiener or Owner (per Biis�aess and Profeipf4pna Code) Documentation Author
Name-
Name:
S> eoq-
Title/Firm7
Title/Firm:
Address: _7 � P JIS
5b
Address:
2_755
CA 6176
-7
�,-* -TI/A CAP'0400
Telephone:
Telephone: L *7 Itt
6?1
U&I
License
(signature)
(date)
(signature) (date)
Enforcement Agency
ralephone:,:l / 1 N4
Residential Compliance Forms
7 ?i;t�10
April 2005
April 2005
SEALED DUCTS and TXVs for Alternative Measures)
A signed CF-4R Forin must be provided to the building department for each home for which the following. are
re wired.
Sealed Ducts (all climate zones) (Installer testing and certification and HERS rater field verification required.)
❑ TXVs, readily accessible (climate zones 2 and 8-15 only)
{Installer testing and certification and HERS Rater field verification r�uired.)
El Refrigerant Charge (climate zones 2 and 8-15 only) (installer testing and certification and HERS Rater field
verification required.)
OR
❑ Features
Alternative to Sealed Ducts and Refrigerant Charge /TxVs (See Package D Alternative Package Features for,
L Project Climate Zone in the RM Appendix B Table 15 1 -C, Footnotes 7-14.
OR
For additions and alterations, duct systems that are not documented to have been previously
❑ seated as confirmed through field verification and diagnostic testing in accordance with procedures in the
Residential ACM Manual and duct systems with more than 40 linear feet in unconditioned
__.spaces shall meet the requirements of Section 150(m) and duct insulation requirements of Package D.
WATER HEATING SYSTEMS
Check box if system meets criteria of a"Standard" system. Standard system is one gas -fired water heater per
0
dwelling unit. If the water heater is a storage type, 50 gallons is the maximum capacity and recirculation system is
not allowed.
El
Check box when using Preapproved Alternative Water Heating table, 'Fable 5-4 in Chapter 5 in the Residential
Manual. No water heating calculations are required, and the system coLnplies automatically,
Check box if system does not meet criteria of "Standard" system, and does not comply with the Preapproved
0
Alternative Water Heating table. In this case, the Performance Method must be used and must be included in the
submittal.
—
0
Check box to verify that a time control is required for a recirculating system pump for a system serving multiple
units
Svstems serving single dwelling units;
Water Heater
ape/Fuel Ty2e
Distribution
Type
Number
in System
Rated
Inputs
(kW or
Btu/hr)
Tank
Capacity
LaaikmE)
Energy
Factor' or
Thermal
Efficiency
Standby'
°fo)-
—Tank
External
Insulation 1 I
R-Value
_Loss
System serving multiple dwelling units
Water Heater
Distribution
Type
Number
in System
Rated
Inputs
(kw or
Btu/hr)
Tank
-y
Capacity
(gallons)
Energy
Factor' or
Thermal
Efficiency
Standby'
Loss (%)
Tank 1
External
Insulation
R-Value
-4
SPECIAL FEATURES NOT REQUIRING HERS VERIFICATION (add extra sheets if necessary)
Indicate which special features are part of this project. The list below only represents special features relevant to the
nreqn.iintive rnethod
V
Feature
Required Forms if a iicable
Description
0
Metal Framed Walls
CF-IR
Radiant Barriers
CF-IR
0
Exterior Shades
WS-4R
0
Coot Roof
N/A; Attach C RRC Label to
Forms,
D
ITedic led Hydronic Heating
-
Perfolmance Calculation
System
Required- Attach Run to Fornns.
0
Combined Hydronic System
Performance Calculation
Required; Attach Run to Forins.
Cl
Gas Cooling
Performance Calculation
Required.
0
Buried Ducts
N/A; Indicate on building plans.
0
Kitchen Pipe Insulation
See Section 5.6,2 Distribution
Systems in Residential Manual.
Multiple Water Heaters Per
See Table 5-13 or use
0
Performance Calculation and
Dwelling Unit
attach Run to Forms.
0
Central Water Heating System
Performance Calculation and
Serving Multiple Dwellings
attach Run to Forms.
0
Non-NAECA Large Water
CF-IR
Heater
See Table 5-13 or use
0
Indirect Water Heater
Performance Calculation and
attach Run to Forms
See Table 5-13 or use
0
Instantaneous Gas Water Heater
Performance Calculation and
attach Run to Forms
See Table 5-13 or use
13
Solar Water Heating System
Perfortnatice Calculation and
attach Run to Forms
0
Wood Stove Boiler
Performance Calculation and
attach Run to Forins
SPECIAL FEATURES REQUIRING HERS RATER VERIFICATION
inciri Pytrn Qkpptc if npri-cQqr%f) Inciii-ptp to the H F R q Rater xvh;r,h rr,-rlitz ,m- mart of this nrnippt nnri nppri vprifirntinn
✓
Feature
Required Forms (if applicable)
Description _4
Duct Scaling
CF-6R part 4 of 12
❑
Refrigerant Charge
CF-6R part 5 of 12
❑
static Expansion Valve
CF-6R art 6 of 12
1) For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and
heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000
Btu/hr), list Rated Input, Recovery Efficiency, Thermal Efficiency and Standby Loss, For instantaneous gas water
heaters, list Rated Input and The . ri-nal Efficiencies,
Pipe Insulation (kitchen lines >_ 3/4 inches) All hot water pipes from the heating source to the kitchen fixtures
that are '/4 inches or greater in diameter shall be thermally insulated as specified by Section 150 0) 2 A or 150 0) 2
B.
Residential Compliance Forms
Residential Compliance Forms April 2005
MANDATORY MEASURES SUMMARY: RESIDENTIAL (Page I of 2) MF-IR
Project le Date
Note: Low-rise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used.
More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (*) below,
When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minurUrn
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 check NA if not applicable.
DESCRIPTION
INA
Designer_
Enforce
-meet
Building Envelope Measures:
V
§ 150(a): Minimum R- 19 in wood frame ceiling insulation or equivalent U-factor in metal frame ceiling.
❑
F1
150(b): Loose fill insulation manufacturer's labeled R-Value:
13
171
§ 15 0(c): Minimurn R- 13 wal I insulation in wood framcd �x a lis or equivalent U - G)cor in metal `rarile wo [is (does not apply
exterior mass wallsL.
§ I 50(d): Minimum R- 13 1 aised floor insulation in flamed floor, n equi ualent t'- [ricror.
§ 150(c); Installation of Fireplaces, Decorative Gas Appliance's and Gas Logs.
I. Masonry and factory -built fireplaces have:
a a. closeable metal or glass door covering the entire opening of firebox
I -
0
13
n
—
b. outside air intake with damper and control, flue damper and control
GR
0
11
1 No continuous burning gas pilot lights allowed,
§ I 50(f): Air retarding wrap installed to comply with § 151 meets requirements specified in the ACM Residential Manual,
AT❑13
1
§ I 50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only,
❑
0
§ 150(i) : Slab edge insulation - water absorption rate for the insulation material alone without facings no greater than
0.3%, water vapor Permeanue rate no greater than 2.4Terrnhnch.
❑
171
§ 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include CF-611
Form:
0
[1
§ 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls,
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage,
0
2. Fenestration products (except field -fabricated) have label with certified U-factor, certified Solar Heat Gain
Coefficient (SHGC), and infiltration certification,
❑
11
3. Exterior doors and windows weritherstripped, all joints and penetrations caulked and sealed.
❑
13
Space Conditioning, Water Heating and Plumbing System Measures:
110-§ 113: FIVAC'equipment, water heaters, showerheads and faucets certificd b} the Fne;gy Commission.
§ 150(1t): Heading and/or cooling loads calculated in accordance with ASH RAL, S"A.ACor ACCA.
11
El
ElNA
§ Setback thermostat on all applicable heating and/or cooling systems. 150(i): S
0
§ 1500): Water system pipe and tank insulation and cooling systems line insulation.
0
El
11
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.
i�
0
11
1 Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or
R- 16 internal insulation and indicated on (lie exterior of the tank 8110��-Vahle,
0
El
3. The following piping is insulated according to Table I 50-AIH or Ftluation 150-A Insulation Thickness:
1. First 5 feet of hot and cold water pipes closest it) water heater tank, non -recirculating SYSIC111S, and entire Icngth
of recirculating sections of hot water pipes shall be insulated to I -able 150B.
—
0
0
2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and
indirect hot water tank shall be insulated to Table 150-B and Equation 150-A.
El
I
0
4. Stearn hydrome heating systems or hot water systems > 15 psi, meet requirements of Table 123-A.
❑I
o
Residential Compliance Forms
April 2005
April 2005
MANDATORY MEASURES SUMMARY: RESIDENTIAL (Page 2 of 2) MF-IR
Space Conditionine, Water Heating and Plumbing System Measures. (continued)
Enforce,
NAV'
Designer
ment
5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind.
0
❑6.
Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely in
0
conditioned space.
1. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation,
11
0
I 50(m): Ducts and Fans
1. All ducts and plenums installed, sealed insulated to meet the requirement of the Civic Sections 601. 602,603,604,605
and Standard 6-5: supply -air and return -air ducts and plenums are insulated to a minimum installed level of'R-4.2 or enclosed
entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable
11
me
El
requirements of U L 18 1 : UL 181 A, or UL 1813 or aerosol sealant that meets the requirements of UL 723. If mastic or tape is
used to seat openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used.
2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than
sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and
13
El
support platforms may contain ducts. Ducts, installed in cavities and support platforms shall not be compressed to cause
0-1%
reductions in the cross -sectional area of the ducts,
3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes
F-1
"o
unless such tape is used in combination with mastic and draw hands.
4. Exhaust fan systems have back draft or automatic dampers.
5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated
Sal
dampers.
6. Protection of Insulation. insulation shall be protected from damage, including that due to sunlight, moisture, equipment
maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water
retardant and provides shielding from solar radiation that can cause degradition of the material,
7, Flexible ducts cannot have porous inner cores.
ad
0
❑
114: Pool and Spa Heating Systems and Equipment.
T
I.Athermal efficiency that complies with the Appliance Efficiency Regulations, on -off switch mounted outside of the
19
171
0
heater, weatherproof operating instructions, no electric resistance heating and no pilot light.
2, System is installed with:
it, at least 36" of pipe between filter and heater for future solar heating
15
1:1
b. cover for outdoor pools or outdoor spas
n
11
3. Pool system has directional inlets and a circulation pump time switch.
§ 115: Gas fired fart -type central furnaces, pool heaters, spa heaters or household cooking appliances have 110 C0116171UOUSIV
pr
in
0
burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr)
burning
§ I 18(i): Cool Roof material meets specified criteria
171
❑
Residential Lighting Measures:
§1 50(k)l-, HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as
outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballast for lamps 13 watts or greater
are electronic and have an output frequency no less than 20 kHz
§ 150(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table
171
❑
I 50-C, luminaire has factory installed HID ballast
§ I 50(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, as
determined in § 130 (c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy
M
K
❑
luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy
luminaires.
1 50(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms utility rooms shall be high efficacy
J
-e controlled by an occupant sensor(s) certified to comply with Section 119(d) that does not turn on luminaires. OR at
1771
automatically or have an always on option,
1 50(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility
rooms shall be high efficacy luminaires (except closets less than 70fti): OR are controlled by a dimmer switch OR are
❑
'D
controlled by an occupant sensor that complies with Section 11 9(d) that does not turn on automatically or have an always
ono tion.
§ I 50(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are.
certified airtight to ASTM E283 and labeled as air tiht (AT) to less than 2.0 CFM at 75 Pascals,
§ I 50(k)6: Luminaires providing outdoor lighting and Permanently mounted to a residential building or to other buildings on
the same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other
171
Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section
§ I 50(k)7: Lighting for parking lots for 8 or more vehicles shall have lightim-, that complies with See. t 30, 132, and 147,
V
❑
Li>htiri� for parking garages for 8 or more vehicles shall have lighting that complies with Sec. 130, 131, and 146.
_.
§ 1 50(k)8; Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or
more dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with
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0
11
Section 119(d).
Residential Compliance Forms
April 2005
Iff
27587 PASEO SEGOVIA
SAN JUAN CAPISTRANO, CA 92675
TEL: 949.322.7922
FAX: 949.488.8940
EMAIL: hudginsdesign@cox.net
PROPERTY OWNER, STEPHANY PANLILIO
2305241 Afide Pkwy., #611
Mission Viejo, CA. 92692
TEL: 949.378.2100
PROJECT ADDRESS:
1226 S. SHELTON ST.
ZONE:
RI
APN:
013-024-16
LEGAL DESCRIPTION:
TR 557 LOT 91
SUBMITTAL SET
REVISION DATE
SUBMITTAL NO. 1 11 OCT 2005
SUBMITTAL NO. 2
SCALE: AS NOTED JOB NO: 05041
DATE: 10.06.05 DRAWN BY. S.H.