HomeMy WebLinkAbout10149741.pdfANALYSIS AREA
EPARED BY;
I
(E) SFR
945 S.F.
(E)GARAGE
400 S.F.
(N) 1ST FLR RM ADUN
378 S.F.
(N) 2ND FLR RM ADD'N
1630 S.F.
TOTAL AREA
M S.F.
LOT AREA
7,776 S.F.
LOT COVERAGE
TITLE 24 SUMMARY
ENERGY (TITLE 24) REQUIREMENTS
INSULATION EXT WALLS: R-13
SUBFLOOR: R-19
ATTIC: R-30
FENESTRATION FENESTRATION:
U-FACTOR=.40 max
SHGC= .35 max
A/C EFFICIENCY N/A
RADIANT BARRIER EMISSIVITY LESS
OR EQUAL TO 0.05
INSTALLED TO COVER ROOF RAFTERS AND
GABLE ENDS WALLS AT ATTICS
ALTERNATE FOR TXV OR 1 SEAL DUCTS
Z
LEGEND
WALL LEGEND -------
llo(�110 V W1 BATTERY BACK-UP
) SMOKE DETECTOR NEW WALLS
i"J
E� EXISTING WALLS TO REMAIN
gV(D BATTERY OPERATED
5MO<E DETECTOR
EXISTING: WALLS TO REMOVE
@ RECE55ED CEILING LIGHT
's
Fo_1 RECESSED MINI LIGHT
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OWN
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POSE 515*
AFI RECEPTACLE OUTLETS SUPPLIED BY
BRANCH CIRCUITS PROTECTED BY
AN ARC -FAULT CIRCUIT INTERRUPTER A
SMOKE DETECTOR NOTE
PROVIDE SMOKE DETECTORS IN EACH BEDROOM �l __4 10
AND CORRIDOR OR HALLWAY ACCES6IN6 SUCHELEOTPLB
-G'
BEDROOMS PER SECTION 310.9.1.3
2001 r_BC.
5,D IN EXISTING BEDROOMS
GRADIING
MAY BE BATTERY POWERED ONLY
-4
HOSE BISBS TO HAVE ANON -REMOVABLE
BACK -FLOW PRE VENTER OR WITH A LISTED
ATMOSPHERIC VACUUM BREAKER, p ONS R y E
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CALIFORNIA 92703
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DESCRIPTION OF JOB:.
398 SQ. FT, SST FLR ADOW (NEW FAM Rm)
1030 SQ FT, NEW 2ND FLR ADDN
2 BDRNIS TO BE RELOCATE AT 2ND FLR
AND ADD NEW MTR BDRM,
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DESCRIPTION OF JOB:
398 $Q FT, 1ST FLR ADON (NEW FAM, RM)
1030 80 FT, NEW 2NO FLR ADD N
2 BDRMS TO BE RELOCATE AT 2ND FLR
AND ADD NEW MTR BDRM.
ORAW N
CHECKED
DATE
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FOUNDATION PLAN =1/4=1'-0'*
LEGEND
EXISTING FOOT'G
NEW FOOT'G
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FOUNDATION VENTS CALC'S
378 sq ft / 150= 2.52 x 144= 363 sq in D
G. I. SCREEN'D FOtJND'N VENT
12"x 6"= 72 sq inch
NORTH SIDE: 3 pieces
SOUTH SIDE: I piece
EAST SIDE: 2 pieces
WEST SIDE: 2 pieces
PROVIDED = 8 x 72= 576 sq inch
FOUNDATION NOTES
L FLOOR SHEATHING
USE 3/4 " STRUCTURAL 11 C-D OR C-C
PLYWOOD. MINIMUM PANEL INDEX NUMBER
(40/20) T46, W1 10d NAILS tv 6" O.C. SUPPORTED
EDGES AND 10d Q 10" O.C. IN THE FIELD
(UNBLOCKED U.N.O.)
FACE GRAIN OF PLYWOOD SHALL BE PERP.
TO SUPPORTS
2. EX16ITNG 12"XI2' CONC. FTN'G
3. CONCRETE FOOTING. (Ig" W Xjg" D W1
(1) 04 TOP 4 BOTTOM MIN.
4. ro" W CONC. CURB
5. 24" L. #4 REBAR DOWELL ro" INTO EXISTING
FOOT'G TOP 4 BOT W1 6IMP. 'EPDXY"
b. 12"X12" 6.1 SCREENED FOUNDATION VENT
1. 18"X 24" 6.1. 6CREENDED FOUNDATION ACCESS
8, GIRDER POCKET OR HANGER
43. 18"X24" CRAWL SPACE
10. r4aW CONCRETE LANDING
NOTE& -
a. -VERIFY HFZDWf;Z. LOCATION W1 FLR. PLAN
b.-HOLDOWN ANCHORS MUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
c. -SURFACE WATER WILL DRAIN AWAY FROM BUILDG.
d. HOLD-DOWN CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE APPROVED PLATE WASHERS, AND
HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO
COVERING THE WALL FRAMING,
e. ALL INTERIOR NON -BEARING WALLS WITH SHOT FINS.
RANSET 03345, OR EQUIVALENT. AT 36" O.C,
UNLE65 OTHERWISE NOTED.
F. 5/8 " DIA A. B. MAY BE REPLACED BY 5/6 " DIA
THREADED RODS W1 5 3/4 " EMBED. WITH
CIA -GEL 1000 EPDXY SYSTEM
I. C. B. O. ER. 4546. (OR EQUIVALENT), AT THE
SAME SPACING. PER 2320.11.4,r-5C
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GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001
C.B.C. PLUMBING AND MECHANICAL CODES, THE C.E.C. AND
LOCAL ORDINANCES.
2. VErRiFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS,
3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR
TO VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR
TO COMMENCING WORK AND IS TO NOTIFY THE OWNER AT
ONCE UPON DISCOVER OF ANY OMISSIONS OR CONFLICT IN
THE DRAWINGS,
4. ALL NAILING -TO COMPLY WITH TABLE 23-11-B-1 C.B.C.
6. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL
ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION
RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH
THE ENERGY CALCULATIONS.
PLUMBING NOTES
6. ALL PLUMBING WALL$ TO BE 2" x 6"
7. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A
MINIMUM OF 8" WIDE AND NO "FLAT" STUDS PERMITTED.
STAGGERED STUDS ARE ACCEPTABLE.
8. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED
TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE
SHOWER OR TUB/SHOWER COMBINATION, A AL
SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY
MOISTURE.
9. GLASS ENCLOSURE DOORS AND PANELS MUST BE
LABELED CATEGORY IL NET AREA OF SHOWER RECEPTOR
SHALL BE NO LESS THAN 1024 SO IN OF FLOOR AREA, AND
ENCOMPASS 30"DIAMETER CIRCLE.
10 ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE
NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE
IN FRONT OF THE STOOL.
11. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL
FAN 5 AIR CHANGES PER HOUR.
12. WATER HEATER TO BE BRACED TO RESIST SEISMIC
as FORCES,
PROVIDE TWO STRAPS (ONE STRAP AT TOP 113 OF
THE TANK AND ONE STRAP AT BOTTOM 113 OF THE TANK).
13. ALL NEW. WATER CLOSETS WISH USE NO MORE THAN 1.6
GALLONS PER FLUSH.
ELECTRIC NOTES
14. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH
NEC Art 210-52 (a) "20 AMP. CIRCUIT DEDICATED TO EACH
BATHROOM"
15. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT
PROTECTION.
16, GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION
COMPLIES WITH NEC Art. 210-8. "ALL 126 volt SINGLE PHASE,
at
15 AND 20 AMPERES RECEPTACLES- INSTALLED IN
BATHROOMS, GARAGES, BASEMENTS, OUTDOORS-, KITCHEN
COUNTERS AND AT WET BAR SINKS.
STRUCTURAL NOTES
17. THE CONTRACTOR SHALL PROVIDE ANY SHORING ANDIOR
BRACING TO THE EXISTING STRUCTURE WICH MAY BE
REQUIRED DURING CONSTRUCTION.
18. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE
SHOWN ON THE PLANS AND SHALL NOT EXCEED GBC
SECTION 2320.8.3 ALLOWANCES.
19. NOTCHING OF EXTERIOR AND REARINGINONSEARING
WALLS SHALL NOT EXCEED 25%140% RESPECTIVELY.
BORED HOLES IN BEARING/NONBEARING WALLS SHALL
NOT EXCEED 40%160% RESPECTIVELY. IN NO CASE SHALL
THE EDGE OF THE BORED HOLE NEARER THAN 5f8" TO THE
EDGE OF THE STUD (2320.11.9 AND 2320.11.10)
20. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS
ARE TO BE SHOWN WITH THE FULL LENGTH TRIMMERS,
yj SPECIFYING THE SIZE OF THE HEADER AND TRIMMER
(2320.11.6)
21. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
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DESCRIPTION OF JOB-
398 SQ FT, 1ST FLR ADWN (NEW FAM RNI)
1030 $0 FT, NEW 2ND PLR ADWN
2 BORN$ TO BE RELOCATE AT 2ND FLR
- AND ADD NEW MTR BORN.
DRAWN
CHECKED
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FLOOR SHEATING:
USE 3/4" STRUCTURAL 11 C-D OR C-C PLYWOOD,
WOOD,
MINIMUM PANEL INDEX NUMBER (40/20) T&G,
W/10 d NAILS @ 6"0/C SUPPORTED EDGES AND
10 d @ 10" O/C IN THE FIELD (UNBLOCKED U.N.O.)
FACE GRAIN OF PLYWOOD SHALL BE PERT.
TO SUPPORTS.
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ATTIC VENT. CALC'S
1030 S.F. /150= 6.86 x 144= 989 sq in REQUIRED
1. 241lip DORMER VENT
3.1416x r2 If 2 = 226 sq inch
4 pieces (226)= 904 sq inch.
Provided = 904 sq inch
2.- G.1 SCREEN'D SAVE VENT
3 holes- 2"ea (per block)= 9 sq in
At NORTH SIDE 20 pzs
At SOUTH SIDE 18 pzs
At EAST SIDE 26 pzs
At WEST SIDE 25 pzs
Provided 88 x 9 sq in = 792 sq in
1,696 SQ IN PROVIDED
NOTE:
• WHERE SAVE VENTS ARE INSTALLED, INSULATION SHALL
NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF I" OF
AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION
AND THE ROOF SHEATING. TO ACCOMMODATE THE
THICKNESS OF INSULATION PLUS THE REQUIRED 1"
CLEARANCE, MEMBER SIZES MAY HAVE TO BE INCREASED
FOR RAFTER -CEILING JOISTS.
• ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH
CORROSION -RESISTANT METAL MESH OPENINGS OF
1l4 -
INCH IN DIMENSION.
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FURNACE NOTE
99 K BTU FURNACE IN ATTIC, PROVIDE PLYWOOD
PLATFORM, LIGHT AND SWITCHED AND MIN.
20"WIDE x 30" LONG PASSAGE WAY.
VENT THRU ROOF. PROVIDE CLEARENCES PER
MANUFACTURER SPECS.
ROOF FRAM1_'_G PLANI
STRUCTURAL.NOTES
CONCRETE
I.- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
GRADE
JOIST, PURUNS 2'TO 4"WIDE, 6 & DEEPER No. I
TYPE,150 CU FT)AGREGATES SHALL BE NATURAL $AND AND ROCK CONFORMING TOASTM
BEAMS, PURLINS OVER 4"WIDE NO, I
C-33 WITH PROVEN SHRINK AGE CHARACTERISITCS OF LESS THAN 0,05 46.
SUBPURLINS T TO 4" WIDE, S& DEEPER No. I
2- READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTLEDGERSLFERS
No. 2
STUDS 2"x 4" OR 3"x 4" STUDSSTUDS
94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301
2`x 6" No. I
3, CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR SLOW ALKALL
POSTS S"x SILLS, PLATES AND BLOCKI5"AND LARGER No. 1
NG No. 2
CONFORMING TO ASTM C-15D.
4, MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 26 DAYS FOR:
4, SILLS AND PLATE IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48' OF
GROUND , SHALL BE PRESSURE TRESTED DOUGLAS FIR (PtSILLS SHALL BE BOLTED TO
FOOTINGS 2500 PSI
THE FOUNDATION WITH 51V' DIAMETER x 10" LONG BOLTS AT 48* ON CENTER 12' MINIMUM
SLAB OR GRADE 2,500 PSI
FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED.
SIDEWALKS 2,000 PSI
5, STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL
S.- MAXIMUM SLUMP SHALL NOT EXCEED 4.
WITH 518'ANCHOR BOLTS AT 24'0/C.
6.- CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
6.. ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT iv, o/c WITH 5/8'GYP. BOARD
EACH SIDE, UNLESS OTHERWISE NOTED,
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
PERFORMANCE CAN BE ASSURED.
T. ALL STUD WALLS SHALL HAVE FULL HEIGHT 1 " x 6" DIAGONAL LEFT -IN BRACES AT ENDS
7ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE •
AT INTERVALS NOT EXCEEDING 25 FEET 010 UNLESS OTHERWISE NOTED ON PLANS, SPACES
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
SHALL COVER A MINIMUM OF SIX STUD SPACES,
CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
8- COMMON NAILS SHALL BE USED.
CLEANOUT AND INSPECTION,
8, VIBRATION Or CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
9.- ARE BLOCKING 2"y 1 % " THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR
LEVELS AT EACH 1 & HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS.
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26.
S.. EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH %
10, JOISTS SHALL BE SNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS
CHAMFERS UNLESS DETAILED OTHERWISE.
OF 8'WHERE JOISTS ARE 2'x 12" OR DEEPER.
10.- CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE
I I .- MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
2" x 4" @ 16" O/C UP TO 14'-U'
ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK.
2" x 6"@ 16'O/C UP TO 20'-0"
11 �- NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 ' F�
2"x 8"@ 16"O/C UP TO 26'-T,
12.. WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH .2
12,- PROVIDE DOUBLE JOISTSUNDER PARALLEL BEARING PARTITION WALLS_
PLYWOOD
13.- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM'1/32" AND A MAXIMUM 1/16-
LARGER THAN THE BOLT DIAMETER.
1, PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH
REINFORCING STEEL
THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE
ON THE PLANS.
1,REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS FOLLOWS:
2: EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 $0. FT. WITH A MINIMUM DIMENSION OF
FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES:
# 3 BAR AND SMALLER ASTM A-815GRADE 40
2 FEET.
# 4 BAR AND LARGER ASTMA-SISGRADE60
3, SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
2.- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
AND APPROVED BEFORE COVERING.
SENDING IN ACCORDANCE WITH ACI-318-05.
Egg RATION NOTES
3,- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR:
(EXCEPT AS NOTED OTHERWISE)
1.- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE ROIL BEARING
NOT EXPOSED TO WEATHER OR EARTH 1".
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
EXPOSED TO WEATHER' 1 16"
EXPOSED TO EARTH 2"
CONTINUOUS FOOTING 1,000 P.S.F.
PILASTER, BEAM & COLUMN TIES I M."
ISOLATED FOOTING 1,000 Pi$,Fi
FORMED FOOTING AND WALL EXPOSED TO EARTH 2-
•
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3"
2, ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR
SLAB ON GRADE 2"
APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
4,- SPLICE IN CONCRETE: .
3: ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS
MINIMUM OF 36 BAR DIAMETER OR ITWICHEVER IS GREATER.
OTHERWISE NOTED.
5, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1 85 AND 1-82.
4.- FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS.
N OR NG S ALL CONFORM TO HE REQI E ENTSOFAC1318- 95
5.- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PROPERTY
7.-ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED
STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT.
LOCAL SAFETY ORDINANCES.'
B.- ALL REINFORCING STEEL SHALL CONFORM TO THE RiiZUIREMENTS OF ASTM A-615
6,- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
GRADE 60,
AND/OR SHEDULES.
9.- ALL REINFORCING BAR SENDS SHALL BE MADE COLD.
7, ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.O.)
10.- ALL REINFORCING BARS SHALL BE FREE FROM GREASERUST, MILL SCALE OR ANY
8, ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL
OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR,
BE REMOVED AND RELOCATED.
11.- REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD BENT
9.- ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING
EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN
(THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO I
APPROVAL OF THE ENGINEER OF RECORD,
VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST.IN-PLACE AT THE
FOUNDATION POUR.
12,ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS,
WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED, PROVIDE
10, FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
CLASS 'C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS,SHALL BE CLEARLY SHOWN ON
POSSIBLE VARYING SUBSURFACE CONDITIONS.
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION.
( UMBER
13, PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WORSI.
1: ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TODIVISION
�3 (20bi C,B.C)�
14.- CLEARANCE BETWEEN PARALLEL BARS IN, A LAYER SHALL NOT BE LESS THAN 1" NOR I
BAR DIA NOR Ix MAX AGRAGATE SIZE.
2, RAFTER, BEAMS, PURUNS SHALL BE DOUGLAS FIR -NO. UNLESS OTHERWISE NOTED.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, ?AN DISTANCE
BETWEEN LAYERS 111.
R_OOF SHEATING
1/21' CDX, 24/o INDEX PLYWOOD W/ 8d COMMON NAILS
@ 6" EN/BN. 8d @ 10" 0/c FIELD. PROVIDE ROOF
RADIANT BARRIER PER T-24 AT PLYWOOD UNDERSIDE
ROOFING MATERIAL
ASPHALT SHINGLE CLAOR BETTER TO -MATCH
EXISTING S.F.R. W/ #16 FELT UNDERLAYMENT
UTILITY NOTES:
1. 309!tx 30" ATTIC ACCESS PANEL
2. FAUON PLYWOOD PLATFORM * ATTIC.PROVIDE
FUEL GAS AND 110 V OUTLET, VENT THROUGH
ROOF A MIN 5 FEET ABV THE HIGHEST VENT
COLLAR WICH IT SERVES'(PROVIDE LIGHT & SWITCH)
AT SCUTTLE IN ATTIC) FAU CAPACITY: 75 000 BTU
PASSAGE WAY TO THE ATTIC FURNACE SHALL BE
UNOBSTRUCTED AND HAVE CONTINUOS SOLID
FLOORING NO LESS THAN 24" WIDE, NOT MORE
THAN 20" FEET IN LENGTH THROUG THE ATTIC.
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OWNER:
MKO
HONG DYSOME,
7141835-8423
DESCMPTION OF JOB:
398 $0 FT, 11ST FLR ADD'N (NEW FAM RM)
1030 SO F; NEW 2ND FLR Aon
2 BORMS TO BE RELOCATE AT 2ND FLR
AND ADD NEW MTR BORK
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
WARAL
S mz
OF SHEETS
iINTEO ON CLEARPRINT 1000H,
PPEPARED B
0
z
-2X LEDGER W/
2 ROWS 16d 4 TYP, DBL. TOP PLATE
WIDTH & 2-A:35's
5 2X RIM JOIST NOTES:
4 BM/ CL'G JST PER PLAN EA. END - SEE THAN BLTI D
O.C. STAGG. W/ 16d @ 8" O.C. DET. BELOW
TO TOP PLT. 1. CONCRETE = F'C 2000 PSI MIN.
BLK�
2. FOR RAISED FLOOR FDN. USE LONGER
6 PLY'D FLR. SHEATING REINF W/ w
to
TO EXTEND ABOVE FLOOR SHEATHING, o
7 SOLID BILK. 48" O.C.
ir
BOLTS, OR USE SIMP. CNW COUPLER, w
PER PLAN 2-#4 E/W
� F. � THIRD. ROD W/
SEE PLAN I E 1- -R&I Rill
7
EXIST. a.
8 SHEAR WALL PER PLAN
SIMP. EPDXY PER
FOR SHEAR TRANSFER 0 CONC. 0
NOTE: AL.T. USE PREFAS PIERS EMBED 2' ICE30 #5279 L.A.R.R. #25279
POST INTO CONC. PAD IN LIEU OF CONC. STEM, FTG.
SEE SHEAR WALL SCHED. WHERE OCCURS t u� W/SPECIAL INSPECTION.
SHEAR WALLS 9 A-35 PER SHR. SCHEDULE JST
'FLOO R D ETAI L 0
_fdn I
SHEAR TRANSFER
17 KING POST AT HIP 13 �j CONCRETE PIER 5 Tyr, HOLDOWN TO EXIST. FTC
FLOOR TO WALL
F_
w
6 rcI 3 4'-0" MIN. LAP (2) 16d STUD 2
-
(8) 16d 0 MIN.
16d 0 3
4r, 0. C. LAP TOP PLT. 16d 0 16" O.C.
2 STUD MAX
5
E.N.z
0
4X4
HDR A
r
MIN.' PROVIDE lX6 LET -IN
ST2115 CAD 48" O.C. ACROSS BRAC'G (IF NO SHEAR t
OPPOSITE RAFTERS co
3 Z
NEW OR EXISTING CONT. FTN'G WALLS OCCUR) 0 60
BN PER PLAN AND DIET 2/SDI 16d 0 24,---,,, MAX.@ 45' MIN, W/
4 SEE SHEAR WALL SCHED. O.C.FACE (3) 8d EA. END & EA.
1 8 IL
Al- FOR SHEAR TRANSFER @ (3) 16d E.N. STUD BRACE EA. 0
SHEAR WALLS TYP. CORNER 0 25'O.C.MAX.
1- 2X STUD WALL PER PLAN
3- 4X BLK'G UNDER POST 9
i \t, jo
PLYWD SHT'G 2X BLK'G 2 CONC. PAD PER PLAN NAIL
2-lod EA SIDE _J
(SAME WIDTH AS POST) - - - - - - 2X TRIM'R & (2) 16d E.N. PROVIDE 2X FIRE 2- 2X4 PLT.
I KING STUDS HE
FLOOR JST P TO 2X SILL. WHERE WALLS 3- SHEAR WALL WHERE OCCURS 0
4 PER PLAN @ JAMB EXCEED 10'H. & AT�Ii�l.ji,l T�M - 2X BLK'G OR
CL'G & SOFFIT LINES 4
TYP. ALL
5- POST PER PLAN E Q
RIM JST. <
1 PLY'D FLOOR —2X STUDS 'G PER
6- HOLDOWN WHERE OCCURS E.N. 5- 3/4" IPLYW'D SHEAT z
SHEATING PER PLAN 0 16" D.C. k PLAN Or 2X FLR_JST.
7- ST6215 EA SIDE OF PST TO BLK T_ 0
2 FL. SHT'G & FRM'G. PER PLAN W/ R-19 INS. 0
—2X Pj F-ILL PLT.
DASHED & INT. WALL (2) 10d T.N. 0 W/5/f " JIA . ANCHOR 6- G.I. MUDSCREED AT EXT. WALLS It
(WHERE OCCURS) EA. SIDE STUD �Dj 0
2 TO PLT, 1 7- k35 0 16" O.C.
PER FOUNDATION LAN.
BOLTS W/ 7" EMS
3 WALL DASHED PROVIDE A. S. 8- 2X4 P.T. D.F MUDSILL W/ A.S. w
RJ PER PLAN {WHERE OCCURS) 0 6'-0" O.C. & 4��' 10 PER PLAN W/ 21/2"X21/2 X z
U-HANGER MIN. / 12" MAX F 1/4" THK. PLATE WASHER 4 A-35 PER SHIR. SCHEDULE SILL END 3" 6" 6" Ott L 0
5 SHEAR WALL PER PLAN g- CONCRETE FTN'G PER PLAN
WHERE OCCURS 12" MI 10- (2) -4 REBAR TOP BOT.
BEAM PER PLAN z
6 FLOOR JOIST PER PLAN
----------------------------- --------
7 2X BILK. Zo
SHEAR TRANSFER 64� j..j. 3:
/POST'AT FTN'G 144 1 -0., EXTERIOR BEARING WALL U EXTERIOR, FOOTING 2
RIDGE BEAM 18' FLOOR TO WALL 1 0
z
HIP BEAM 0
PER PLAN 2 SEE SCHED, FOR LENGTH 1/4"0 x 4 1/2" 1/2
T ? HFS OR SIDS SCREWS
RIDGE BEAM PER SCHED.
PER PLAN CUP TOP OF HARDY FRAME' 2 POST PER PLAN
4 1 1 1 1 1 KING STU FILLERS
l4el_� (4x MIN.) PER PLAN
D
BEAM AS REQ'D. 4 SEE PLAN FOR
4
it MODEL NO. WHERE OCCURS
L — — — —
momm FASTENERS HIP BEAM 17/8"0 EPDXY —SCREW KING STUD
PER MANUF.
PER PLAN BOLTS EMBED 4x BLK'G. WHERE OCCURS TO
1 It 15" INTO WALL I UNDER PANEL HARDY FRAME W/4- ------ - > SIMP. HOLDOWN "l— I
2-3 4" THRU BLTS. 2 FTG. W/SPEC. I OR 4x RI #10 x 21/2" 2x, 2-2x
EQ. SPACED - DAP PER PLAN (PHD
INSP. PER ICBO SCREWS (TYP.) SHOWN) OR 3x PER
HD. & NUT FOR BRG. #ER5279, R.R. I PLAN
SURFACE ------ 11 PLYWOOD FLOOR 1'---
-
T - - - - - -- #25279
PLAN VIEW
SHT'G. 6
tf
RIDGE BEAM SIMP. A35F 1- ROOF SHT'G 0/ 2X ROOF RFTR. C7)--��
PER PLAN 1, 6O/C 2x SILL PSHIPLER PLANAP- AT EXPOSED EAVES) TER BOARD
—SSTB'
SIMPSON
-
fit
HIP BEAM 4X BLKG UNDER POST 2- B.N.
PER PLAN 3 (SAME WIDTH AS POST) FLOOR I I 3- (4)- 16d a RFTR. TIE , inMAX SCHED
16d 0
4" O.C. _T
E.N 2 POST PER PLAN — I
NEW EXISTING (4x MIN.)
3
2x STUD
WALL FIN. PER PLAN 2X F.J. 2X BLK FLR. SHT`G. {FILLER}
G. FASTENERS
L
SN PER MANUF. I
A35F 0 EN--\ 2X SILL PER PLAN
24' O.C. NEIN PLYWD SHTG SIMP. HOLDOWN— I -
EN
PER PLAN (PHD ONTOP 0FC,
FJ PER Ifl SHOWN)
t--GIRDER -
4
SILL I WALL DASHED FLR.4X� �POST-
AT EXIST.
C14 Z
IE=,�xy. eiv urr S C-D I u" 0. G. (WHERE OCCURS) WHERE POSTS PC tf I I
2X FJ PER PLANN 09 2 SOT. PLT. & NAIL'G DO NOT UNE PBS44--- If EXIST. OR
AS OCCURS e_mja 1;-7v 1 010. 1 ago q _111-,S7 4 3 FLR. SHT'G & FRM'G UP W/GIROERS
NEW SILL
-e� c, I A-L_ I tj S, F-F- C-TISHEDWALE USE 4x OR 6x no
SIMP. U HANGER SIMP TS12 EA SIDE OF HIP RAFTR E.N.. . 8' so. CONC.
W/ Sf _TW. JSTS TO STEM <>
W/ FULL LENGHT NAILS .-: - 4X4 KING POST (WHERE OCCURS) BE _T_ 7 N,G. DRILL HOLE
MATCH POST
SCHEDULE
TYPE
V
THRD.
ROD
ALLOW
TENSILE
LOAD
SEE NOTE 1
PH02-SOS3
12-
5/8-o
3610
12"
5/8"0
2775
HTT16
12'
5/8"0
3480
HD5A
12'
5/800
4010
PH05-SDS3
12-
5/8-0
4685
HTT22
12-
5/8.0
5250
PHD6-SDS3
15-
7/8.0
5860
HD6A
15"
778-;o-
5105
H08A
15-
7/8.0
7460
HDIOA
15"
0
9540
H008-S S3
15
7/8.0
8325
2
0
z
z
ui
a:
W
ir
z
w
4- 2X BLK'G W/ A-35 a
cr 2 POST PER PLAN JOIST 2
D
(D 16" O.C.. U.N.O. NOTES:
N 3 HEADER WHERE OCUURRS
PER PLAN 5- 2X CEILING JST. 1. FOR RAISED FOUNDATION USE SSTB FOR TWO 0
M till 0
PER PLAN POUR SYSTEM AND EXTEND BOLT BEYOND
C�j4 FLR JST PER PLAN 4 1 Im
2x P.T. D. F. If 6- DBL TOP PLATE PER PLAN SILL PLATE ABOVE FLOOR SHEATHING, OR USE
W
5 SIMP ST2636 TOP OF SILL SEE SHEAR WALL SCHED. SIMP. CNW COUPLER FOR BOLT EXTENSION,
ui 7- 2X STUDS 0 16" O.C.
EXIST. CONC. I'll < . I I n . W
FOR SHEAR 0
2. CONCRETE STEM WALLS SHALL BE 6"MIN
OR WD. SM. PER PLAN
STEM WALL EXIST. SILL M 27 SHEAR WALLS
SHEAR WALL PER PLAN DEEPEN FIG. 8 AS R;QD WIDTH FOR 5/8"0 ANCHORS, 8" MIN. WIDTH
WHERE OCCURS
TO ACCOMODATE BOLTS FOR 7/8-0 ANCHORS, 8- MIN. FOR CONC. z
(MIN. 12" x 12") BLOCK,
It fdnl2,02.d,,Yq
SHEAR TRANSFER TYPICAL HOLDOWN DETAIL z
19 POST AT UPPER FLOOR r-r-o HARDY FRAME DETAIL 71
HIP TO RIDGE B EA M D ETAI L 15 3
AT EAVE Fr
D
SEE SCHED. FOR LENGTH 1--1/4"0 x 4 1/2"
HFS OR SDS SCREWS
_rLT 18,, MAX
LYYID SHTG
PER SCHED. WALL FIN PER PLAN
31v'a Hip KING STUD z
WHERE OCCURS FJ PER 8
"HARDY FRAME"
4 KING STUD i iL
w
SEE PLAN FOR 7 SN ----- -- FILM "HARDY PANEL" SEE PLAN WHERE OCCURS
MODEL NO.
1 0-1, 1 3
2X SILL-EM JEN
SCREW KING STUD FOR MODEL NO. I
4x BLK*G. WHERE OCCURS TO 2,X BLKG- A35 a 32" OC
1-4110W. SCREW HARDY PANEL
pllp��_ Ali cn
7/8"o' OR
UNDER PANEL HARDY FRAME W/4 X PT DF SILL
"o 3/4" CRUSHING TO KING STUD WHERE
N OR 4x RIM #10 x 2 1/2" T
GIRDER 0
HOEDOWN SCREWS (TYP.) PER PLAN 2 OCCURS W/4-1/4"O X
ANCHORS N '67. 7/8"0 EPDXY BOLTS 1 1/4" HFS OR SDS z
* MIN� T G"
-MP Vt c I N PER SCHED. 18 (MIN�) HANGER 0
PLYWOOD FLOOR 12 N EMBED 15" INTO WALL SCREWS (TYP.)
6'MIN
2x SILL SHT'G. 7 FTC. W/SPEC. INSP.
EXIST. PLYWOOD 2
PER IC8O #ER5279, 0 SIMP. A35F
_'y R.R. #25279 FLOOR SHT'G.
0 16-0/C
1Z C6 I- ROOF SHT'G 0/ 2X ROOF RFTR 2x SILL tit,
PER PLAN OX6 STARTER BOARD
0
it
-SHIPLAP- AT EXPOSED EAVES)
JOIST 4 REBA/R//r 8
2X4 FLAT 2 LOOKOUT 0 32" O.C.
f"'p, pul�_
NOTCH INTO FIRST RAFTER z
12�MIN (I STORY) EXIST. FLOOR
3- B.N. JOIST It i>
15'MIN (2 STORY) it 00
IN
I
2x P.T.D IN 4- (211- 16d EA. 2X4
TOP OF SILL It 5- A-35 @ 2'-0" O.C.
CONC. STEM /FLOOR
1�: FOUNDATION, OR SEE SHEAR WALL
WALL ILL It A.B. t 11 I>
1>
_17 SCHEDULE OR U.N.O. EXIST. 2x
XIST.
Al�= TOP OF EXIST. a
6- 2X STUDS 0 16" O.C. P.T.D.F. Q! ui
A
CONC. STEM WALL
7- SHEAR WALL PER PLAN SILL It
IN SEE SHEAR WALL SCHED. .41
WHERE OCCURS
1`117 IAl( 41
j C FOR SHEAR TRANSFER 0
4x BLK'G. UNDER
2X BLK'G 0 48" O.C.
SHEAR WALLS
8 PANEL OR 4x RIM
FIRST BAY ONLY
HARDY FRAME DETAIL
..........
HEAR TRANSFER AT
v _00
20, 16 GABLE END 8 HARDY PANEL DETAIL
SCHEDULE
TYPE
SSTB 1
1-POUR
SSTS #
2-POUR
CAPACITY
W/4x4
MIN.
PHD2-SDS3
16
20
20
3610
2775
HD2A
- 16
HTT16
16
20
3480
HD5A
16
20
4010
PH05-SDS3
20
24
4600
HTr22
24
-
5175
PHD6-SDS3
28
34
5860
H06A
28
34
5105
HD8A
28
34
HDIOA
28
34
;460
0
541
HDQ8-SDS3
28
34
8325
T:> Tt, -_� F�, -F 1 N4 <f -1
2017 W. ALco AVE.
CALIFORNIA 92703
MAC IELALOMSN.COM
REVISIONS
SITE:
YA it
zv-1 iI
7 1 OF
AP 4M
- G
lw tw
OWNER.
MRS
HONG DYSOME
714/ 835-8423
DESCRIPTION OF JOB-
398 $0 FT, 1ST FLR ADn {NEW FAm Rm)
1030 SQ FT, NEW 2ND FLR ADD'N
2 BDRMS TO BE RELOCATE AT 2ND FLR
AND ADD NEW MTR BDRM.
STRUCTURAL
DETAILS
DRAWN: ARA
CHECKED:
DATE:
JOB NO:
SHEET NUMBER:
SD-1
- -- ---- ---
.... .... . . ---- --
P EPA�ED B
CLIP TOP OF RIDGE
• E.N.'TO BLOCKIN T -V
BEAM AS REQD. FOR
Z (EI.S. OF STRAP) 4x BLOCKING
ROOF SLOPE f
BEAM AS OCCURS
CS16 STRAP
2-3 4" M.B.
HIP 8M.
2X 8LKG HIP 8M.
2X LEDGER W/ DAP HD. FOR BRG. SHEAkWALL PER PLAN -
PER PAN - I
(SEE NOTE)
W/1 6dCB' 2-16d @ EA. STUD SURFACE NOTE:
SIMPSON ST6236
TO. LEDGER VALLEY BM.
SECTION PLYWOOD SHALL BE TIT _F I t,
TYP. o
PER PLAN SIMP. CS1 6 W/8d 0 ALL AROUND OPENING
ROOF SHTG
- /C (TYP. T&B AT
"7 PER PLAN 4�0 (ABOVE &. BELOW)
E.N.jSIMPSON EPC WINDOWS, TOP ONLY
SIMPSON TS9 DOORS)
_7 : 4x
I. AT 000 SYM. BLOCKING
048"O.C.- �i
r
E.N.2X RR
,2- *x > 16 �A- q--S, cot-5 - 0
PER PLAN
of HIP BM. PER
2X BLK'G
N. RIDGE BEAM
V-03 PER
2- 2X TOP PLATE D
CONT.-- 2X BLK'G PLAN R PLAN
,,A-rac�eU c
z
- -------- W/8LK-G -,4x BLK'G.
2X HEADER 0 WINDOW
SHEARPANEL 048"O.C.I I
STUDS 016"O.C.
E.N. 0 PLYWD OP G. TYP. 714 285
It MN- PER PLAN OPN'GS. 7017 W. A L C O
SHEARWALL MIN, CONT. TO EN
FINISH SILL I� 0
2'-6" D SANTA
OF SHEARWAILL Y'R 0 V 7. ONLY VALLEY BM. WINDOW OR CONT.
PLAN CALIFORNIA 9 p
PER PLAN
yz, OPN'GS. MAC I ELAL(§?MSN.
7 z
REVIS
0
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A
2-1 SH•
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0
STRAP @ BEAM
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0
PLYWOOD w
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fooF -LAN
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Is, vi, ___4___
--RIDGE PER PLAN PER fc/CHEI)
zg,
HIP BEAM PER
SIMP. TS 22
RAFTER
PLAN ft) lbd TN. z
HP PER PLAN PER PLAN PER 0
1--Tr A ER P f3m. f
2x2x Top =L 15M. PER
PER PLAN PLAN
OR BEAM IPL
2X F.J. L kP AND
&0
2X BLK'G. SPLICE W/ (3) 16d Cd 4 3 0/c, 8ECTION X 6 HIE 5ECILQN- X 'w VALLEY Z
SIMP. A35 EA.
SM. PER PLAN 0,4 L,.r HIP E5m. OR w
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VALLEY MM.
0
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48" O.C. 2x P-APTER x
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POST BELOW
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0
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SIMP. ST18 AROUND OR BEAM (2,) 0
CORNER TO TOP
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2X F.J. TYP. HRC 0 END OF RIDGE HRC @ TRUSS
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0
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B.M. PER PLAN
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F_
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el
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SCREW KING STUD BOTH SIDES RR PER PLAN
I I
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SCREWS (TYP.) 4x POST -SLOPE w
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Q n (,T C,T P A, D
PLAN
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EXISTING SLAB NEW SLAB
DESCRIPTION OF Jab:
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4- z
op 1p, e�xm 2 x RooF RAFT K < 1030 SQ FT, NEW 2ND FLR ADn
2X BLKG W/ 0- 2 BDRMS TO BE RELOCATE AT 2ND
f� ip-A 14 FMSH SEW VE�g \NlAILING
16d "O.C. TO 08 AND ADD NEW MTR DORM,
LEDGER TYP.
WALL FINISH 2X LEDGER
W/3-16d @EA 0
PER PLAN
DRILL 9/1 6"MIN 0 #4 REBAR STUD
HOLE FILL W/EPDXY E.N. z
DOWELS 0
1B.N. L GROUT & INSERT DOWEL NO SPECIAL INSPECTION 24'O.C. SIMPSON TS90
ALTERNATE: USE 1/2 IS REQD. FOR EPDXY IN 48O.C. 4-
/--ROOF SHT'G M f
REDHEADS & THRD'D ROD THIS APPLICATION.
AT SLABS 0
POST 1W
REBAR DOWELS RR 0
DRILL SLANT HOLES EX NEW SAME SIZE & (C-0 2- - 2 X TO P PL4- Imp. 2X STUDS iiss�- 501ttslOvs ir
SPACING AS @ 16"O'c.
BAR FILL W/EPDXY 24*MIN 'FOOTINGS 16d @8"O.C.
GROUT.
ir
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77 7--.
0 fb T OF Tl V0
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W/ BLK'G AND
E.N. 0 PLYWD
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WIVLT(
SHEARWALL ONLY
tit
7,1�
7—A-
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0
SIAfP, SrZZ
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17- 16d 9 EA. END
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CALIFORNIA 92703
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REVISIONS
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OWNER:
MRS
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714/ 835-8423
DESCRIPTION OF JOB;
398 SQ FT, IST FLR ADWN (NEW FAM RM)
11030 SQ FT, NEW 2ND FLR ADD'N
2 BORMS TO BE RELOCATE AT 2ND FLR
AND ADD NEW MTR BDRMi
DRAWN- AL
CHECKED:
DATE:
JOB NO:
SHEET NUMBER:
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STUCCO 5LDG.
RIDGE CAP
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PAPER
3/4" PLYWOOD
TREADS 4 RISERS
Yq
28 GAUGE G.I. PAN FLASH'G
CONST. SLOG. TAPER
RI
MIN.
"
w/ 6LAP A CRIMP
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7
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ATTACH TO STRINGER
w/ APPROVED CLIP
IG PER FRAM
STRUCT.
17
13
SECTION STAIR STRINGER
9
ROOF TO WALL
5
RIDGE
I
INT. FINISH
STUCCO o/ BLDG.
3/4" PLYWOOD
TREADS 4 RISERS
PAPER of G.I. SREED
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4*12 MIN. PICTH-
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LT VZONCRETE TILE OVER I LAYER
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TYPE 15 FELT.
3.
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BLD'G PAPER
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5
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SLAB WHERE
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INSULATION PER TITLE 24
8
STUD WALL PER PLANS 6
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ROOPG SE E
ROOFPLAN
SEE FOUND.
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6TRUCT.
15
TAIR GUARDRAIL
-41
ENTRY SLAB
VALLEY FLASHING
3
TH16 5Y5TEM MAY BE U5ED TO
ANCHOR A HOT WATER HEATER
HANDRAIL AS
SELECTED BY
THAT IS ADJACENT TO A WALL
OWNER w/ APRRV'0
5TUCWo/,8LC*.
TANK NEED TO BE BOLTED TO
SUPPORTS TERMINATING
IN NEWEL OR
PAPER
THE FLOOR AND THE HEATER
HOOKED UP WITH A FLEXIBLE
#
MIN.
SAFETY POST
GAS CONNECTION,
IF TANK HA5 AN
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LEAVE IN PLACE
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5NUGGLY WRAPPED
-2-
3WLA6SCREWS
AROUND TANK AND 5NUG 5FIAGER
24" O.C.
MTLCLSR
PROVIDED BETWEEN THE
STRIP OR
WATER HEATER AND WALL
ING
MORTAL FILL
V TILE
HANDRAIL T.10 WITHSTAND MIN.
2000 LOAD IN ANY DIRECTION
20
I(o
'�4TER �4EATER SF -,ACING
2
Z INT. HANDRAIL
N.T.S.
ROOF TO WALL
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CALIFORNIA 92703
MACIELALOMSN.COM
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OWNER:
MRS
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PH # 7141835-8423
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JOB DESCRIPTION:
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ARCHITECTURAL
DETAILS
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AS SHOWN
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DRAWN:
ARA
CHECKED:
DATE:
JOB NO:
SHEET NUMBER:
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GENERAL NOTES
CONCRETE BLOCK MASONRY
MEIN SCHEDULE (PER TABLE 23--11-8-1)
.
„Lro rota s°y n
�
NOTES: TRENCH SHALL NOT
1. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE
1. CONCRETE BLOCK SHALL CONFORM TO A S.T.M. C90, GRADE N UNITS. SEE
THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED NAILS SHALL BE BOX OR
b
1. ALL PIPE SLEEVES TO BE 2" UNDERMINE WALL FIG.
PLANS, WORKMANSHIP & MATERIALS SHALL CONFORM TO THE LATEST EDITION OF
ARCHITECTURAL PLANS FOR TYPE, PATTERN AND JOINT DETAILS.
COMMON WIRE SPECIFtCLY DETAILED CONNECTIONS SHALL BE NAILED WITH COMMON
_
LARGER THAN PIPE.
THE C.B.G., U.B.C. OR LOCAL CODE
WIRE NAILS. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING
2. FOR PIPES MORE THAN 3'-0" 5OX COMPACTED
2. MORTAR SHALL BE AS FOLLOWS: Vm = 1500 PSI MIN.
CONNECTIONS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH
BELOW BOTTOM OF FOOTINGS, BACKFILL 0 TRENCH
2. THE PLANS SHAD. BE REVIEWED FOR DIMENSIONAL & EXISTING SITE
1 PART PORTLAND CEMENT 4 PARTS SAND 1/4 MiN. TO 1/2 MAX. PART HYDRATED
THE SURFACE OF THE SHEATHING.
°
STEP FOOTINGS PER DETAIL EXCAVATION
CONFORMANCE WITH THE PLANS BY THE CONTRACTOR PRiOR TO THE START OF
LIME
(NO PIPES ALLOWED IN FIG. STEP)
CONSTRUCTION. THE ARCHITECT & ENGINEER SHALL BE NOTIFIED OF ANY
JOISTS OR RAFTERS TO SIDES OR STUDS
3. PLACE CONE. FILL AROUND
DISCREPANCIES.
3. GROUT SHALL BeB£ AS FOLLOWS: f'c = 2500 PSI
INCHES IN DEPTH OR LESS -------•-----------•------------•-3-16d
-2- #5 M(N:
SLEEVES BEFORE POURING FIG.[,
I .PART PORTLAND CEMENT 3 PARTS SAND 2 PARTS PEA GRAVEL WATER SUFFICIENT
FOR EACH ADDITIONAL 4"DEPTH ADD ---•-____________________1-16d
I
~
3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS.
To ALLOW GROUT TO FLOW INTO ALL JOINTS.
JOISTS OR RAFTERS AT ALL BEARING
I - #5 MIN.
PROVIDE 2" CEMENT
4. ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS.
4. CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN. UNOBSTRUCTED
TOE NAIL EACH SIDE -"-•----"--•----�---------------------------3-8d
STUDS TO BEARING -TOE NAILS FA. SiDE---•--_______-_-.._..--___2_8d
DRYPACK IF �ry �
CORE OF 3"X 3".. DOWELS FROM F007INGS SHALL BE SET TO ALIGN WITH CORE
BLOCKING BETWEEN JOISTS/RAFTERS
s
J
PLACED UNDER
EXIST. FIG.
2
°�
�
5. NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE GENERAL NOTES
REINFORCING.
TO THE JOISTS/RAFTERS TOE NAILS EA SIDE -------------•------2-10d
�
_
(``✓J
FROM BLOCKING TO BEARING TOE NAILS EA SIDE --••-------•--------2-10d
5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS WITH REINFORCING,
BLOCKING BETWEEN STUDS
° °
'` .,
Cy
z
,ANCHORS OR INSERTS SHALL BE FILLED SOLID WITH GROUT.
AT EACH END -TOE NAILS -----------------•---------•-__.-___2_1Od
R M�C DEUNG NQTES
END NAILS ____________________._.___-______-----___--2-16d
�'
6. CONCRETE SURFACES SHALL BE CLEANED OF ALL LAITANCE PRIOR TO SETTING OF
PROGRESSIVE BLOCKING
/6d MAX.
1. PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING EXISTING WALLS,
BLOCKS.
RAFTER TO BLOCK & BLOCK TO CONT. NAILER--- ---•-----•-------•-2-16d
2- #5 M(N<
�
NO TRENCH
NOTES:
BEAMS. OR SUPPORTS FOR CONSTRUCTION. REMOVE SHORING ONLY WHEN NEW
MULTIPLE STUDS
„
2- #5 M1N.
&A
.
a
PARALLEL
.
SUPPORTS ARE IN PLACE AND SECURED.
FRAMING NOTES
{STAGGER NAILS ON STUDS WIDER THAN 4') -------------_------6d�124 flC
I
TO FOOTING
i. BORED HOLE NOTCH SHALL NOT OCCUR IN SAME SECTION.
2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR WALLS PER MFG.
RIBBON TO STUDS
i X RIBBON ----•-----------------------------------------------2--8d
� �
BELOW THIS
2. NOTCHES SHALL NOT OCCUR. AN MIDDLE 1 j3 OF SPAN.
SPECIFICATIONS. SEE SHEAR WAIL SCHEDULE FOR SIZE AND SPACING.
FRAMING SHALL COMPLY WITH SECTION 2320 OF THE U.B.C. LATEST EDITION.
2X RIBBON ---------------------------------------- 2-16d
DOUBLE TOP PLATES
SINGLE LAYER DOUBLE LAYER
9"
i°-6" M!
LINE
3. PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING WALLS AT THE
LIg�yMLNG-GENEj3�L
LOWER PLATE TO STUD -------------------------------- 2-16d
9"d
,
DOUBLE TOP PLATE.
UPPER TO LOWER PLATE --------------------------------16016"OC
NOTE: "L" = 40 X BAR DIAMETER IN CONCRETE, U.N.Q.
°d° PIPE PROVIDE SLEEVES
NO SLEEVES SHALL
1. USE SiMPSON U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS UNLESS
AT SPLICES (48-MIN) ON EACH SIDE
"L" = 50 X BAR DIAMETER IN MASONRY, U.N.O.
SLEEVE DIAMETER FOR ALE. PIPES. PENETRATE FOOTING
4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER OR NOT SHOWN
NOTED ON PLANS.
OF BUTT IN TOP PLATE -------------------------------- 8-16d
ON DRAWINGS AND PROTECT THEM FROM DAMAGE.
UPPER TO LOWER PLATE
2. ALL POSTS SHALL HAVE SIMPSON "PC" CONNECTORS AT TOP AND SIMPSON "BC:'"
AT INTERSEC11ONS----•---------------------------•---------8-16d
5, DO NOT CUT POST TENSION SLABS. CONTRACTOR TO DETERMINE EXISTING
OR"BCD" CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS.
CEILING STRIPS
REINFORCING
PIPE TRENCH TYP.
JOIST NOTCHING
CONDITIONS PRIOR TO START OF CONSTRUCTION.
1 X4 PER BFARING(STRONGHOL.D TYPE) ----------------------- 3-8d
3
$
2
6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR FOOTINGS, BEAMS
3. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS ETC. SHALL BE
SIMPSON ,° STONG-TIE" UNLESS OTHERWISE NOTED OR SHOWN ON PLANS.
2X3 PER BEARING(STRONGHOLD TYPE) ----------------------- 1-16d
PLYWOOD NAILING{SEE DETAILS &/OR SCHEDULES
AND JOISTS, SIZES LEGATIONS ETC, AND SHALL NOTIFY THE ARCHITECT &ENGINEER
BUILT UP BEAMS 20d*32"OC AT TOP AND BOTTOM
OF ANY DISCREPANCIES.
FUMING -WALL
STAGGERED ------------------------------------ 2-20d 0 END
,a
7. DOWEL NEW INTO EXISTING STABS W/�4 REBAR !� 24 O.C. AND FOOTINGS
1. SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS (UNLESS
1X6 LET -IN BRACES, EACH BEARING.----------------•----------2--8d
-
"R"
BAR SIZES
`
-WIDTH- WIDTH
� i ��
W/DOWELS TO MATCH NEW REINF. SiZE/LOCATION.
OTHERWISE NOTED ON PLANS):
2X4 0 16'00 (BEARING WALL) SUPPORTING A MAXIMUM OF ONE
(PRE -DRILL HOLES FOR NAILS)
3"
40 DIA.
* ?
?
3 1/2 RD'
#3, #4, #5
Jzr
ENINRIN NOTES
FLOOR AND ONE ROOF SHAD. HAVE A MAXIMUM HEIGHT OF 10 FEET
STRUCTURAL STEEL
5 ,D,
#6, # , #8
2X4 0 16'OC (NON -BEARING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET
¢
2X6 0 16.00 (BEARING WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A
7 `D`
#9, #10, #11
1. CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY THE STRUCTURAL
ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET'.
1. STRUCTURAL STEEL SHAD CONFORM TO STANDARD SPECIFICATION FOR
REINFORCING SAME
"
vi
W
' '
ENGINEER.
2X6 0 16.00 (NON -BEARING WALL) MAXIMUM HEIGHT IS 20 FEET
STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS k$S.M. A572 GRADE 50 OR DUAL
SIZE AS FOOTING
D
#145, #1$5
4 ,D,
GRADE STEEL.
REINFORCING
._.
.v
2. THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN
2. RAKE WALLS ADDACENT TO SLOPED CEILINGS SHALL BE BALLOON FRAMED. DOUBLE
A.I.S,C.
6°
«
4" M1
4.
40 d
NOTCH !N STUD
2
d
CONSIDERED 6Y THE STRUCTURAL ENGINEER.
TOP PLATES SHALL ALWAYS BE SUPPPORTED BY A ROOF OR CEILING DLAPHRAM.
2. FABRICATION SHALL COMPLY WITH THE LATEST SPECS.
in
o-
3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING SHORING, TEMPORARY
SUPPORTS ETC., IS THE SOLE RE.SPONSIBLITY OF THE CONTRACTOR, AND HAS NOT
3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT ROOF
FRAMING. SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR
3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.T.M. A-307 UNLESS
OTHERWISE NOTED.
4 v'
°A4
`�
�
(n 'R# --3
'R' 'R'
MA .
6O%d
MAX.
BORED HALE
M
40 d
BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE
TRANSFER THRU CEILING OR SOFFIT FRAMING<
d
d
"
®R'
FOR THE STABILITY OF THE STRUCTURE DURING THE ENTIRE COURSE OF
4. HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR DETAILS SHALL BE THE
CONSTRUCTION. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR FIELD
4. BORING AND NOTCHING OF WALL STUDS SHALL BE PER UBC {2320.11.9 & .ttt)
FRICTION TYPE AND THERE SHALL BE NO PAINT, OIL, LAQUER OR GALVANIZING
c1
'D'
INSPECTION/OBSERVATION OF THE ABOVE ITEMS.
NOTCHING MAXiMIUM: 25� OF WIDTH ON BEARING WALLS
BETWEEN THE CONTACT SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO
A.S.T.M. A-325 OR A-490.
a = It.a
't
NOTE: BORED HOLE
4. ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1000 PSF UNLESS A SOILS
4O7o OF WIDTH ON NON -BEARING WALLS
BORING MAXIMUM: 407o OF WIDTH ON BEARING WALLS
i
'"=
i
40 °D' CONCRETE
„
5 8 MIN.
& NOTCH SHALL .NOT
5
.,
MIN.
REPORT IS PROVIDED. SOILS iN THE BUILDING AREA & 5 FEET BEYOND SHALL BE
6D9 OF WIDTH ON NON -BEARING WALLS.
5. PIPE COLUMNS SHALL CONFORM TO A.S.T.M. A-53 GRADE B
OCCUR IN SAME
COMPACTED TO A MINIMUM OF SOX RELATIVE COMPACTION PER U.B.C.
NOTE: A MIN 5/8"CLEARANCE FROM EDGE OF STUD TO HOLE SHALL BE PROVIDED.
CONFORM TO A,S.T.M, A-b01 OR A-50O
6. STEEL TUBE SHAPED MEMBERS SHALL.
3'-0" CONC
50 'D' MASONRY
6 MAN.
SECTION
SOILS REPORT BY:
5. DOUBLE 2X TOP PLATE SHALL BE LAPPED 48" AT ALL SPLICES AND SHALL
GRADE B.
40
DID.
2 Z: MAS,
3" CLR.
NON --BEARING BEARING
JOB NO.
OVERLAP AT CORNERS.
7. WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL, PROVIDE HOLES FOR 1/2 o
PARTITION PARTITION
6. WALL BRACING SHALL BE PROVIDED PER UBC (2320.5.1) PROVIDE I X6 LET -IN
WELDED STUDS AT 4 FEET O.C. FOR THE ATTACHMENT OF NAILERS. SEE
ARHTTECTURAL DRAWINGS FOR FINISHES.
STRU T4IRAL SYMEiQLS
BRACING (� APPROX. 45 DEGREES) EVERY 25' IN ALL STUD iNALt NOT
p
STEPPED FOOTING
t ,r�
REINFORCING TYP.
STUD NOTCHING1
INDICATES SHEAR WALL TYPE & LENGTH. SEE FOUNDATION & OR FRAMING PLAN AND
SHEATHED.BRACES TO RUN CONTINUOUS, FROM TOP PLATE TO BILL PLATE,
"
8. BEAM CONNECTIONS SHALL COMPLY WITH FRAMED BEAM CONNECTIONS" A.f.S.C.
PART 4. TABLE 1, USING 3/4" DIA. A307 BOLTS (M.S.).
SHEAR WALL SCHEDULE FOR TYPE, SiLL BOLTING, SHTG., ETC. NOTE: FOR SILL
FRAMING-NG-FLOOR
BOLTING AT EXISTING FOOTINGS USE "RED HEAD WEDGE ANCHORS" ICBO#1372 THE
1. FLOOR SHEATHING (MIN) 3/4" STRUCTURAL, I T & G PLYWOOD PANEL INDEX NO.
9. OPEN WEB JOISTS SHALL COMPLY WITH THE STANDARDS OF 'THE STEEL JOIST
SAME SIZE & SPACING AS SILL BOLTING (MIN 7 1/2" EMBED).
32/16 OR MATCH EXISTING WITH EXTERIOR GLUE. USE 10d NAILS AT 6"OC AT ALL
INSTITUTE".
SHEAR PANEL LENGTH
INDICATES POST
8[ MIN. POST SiZE/TYPE AS FOLLOWS U.N.O.:
EDGES, BOUNDARIES, SHEARWALLS & 10"OC FIELD. NO BLOCKING IS REQUIRED
UNLESS NOTED ON PLAN. ALL EDGES BLOCKED AT DECKS.
. STEM, WELDING
STRAP PER PLAN Wj
FULL LENGTH NAILS
2X4 STUDS
16" O,C. U.N.O.
DOUBLE
OP PLATE SEAM EXTEND
D IN
INTO
BTH
ERM SIZE POST SIZE
4 X 14 & SMALLER 2-2X4 W/16d NAILS 0 12" O.C.
2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON -BEARING PARTITIONS.
1. WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC PROCESS AND SHALL
4'-0" MIN. LAP
WALL FULL
OF STUDS
U.N.O.
COMPLY WITH A.W.S. SPECIFICATIONS FOR WELDING AND FABRICATION,
6 X 12 & SMALLER 3-2X4 W/16d NAILS 0 12" O.C.
3, PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER BEARING WALLS
4 X 16 &LARGER 04
WHICH ARE PERPENDICULAR TO JOISTS,
2. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS WHO ARE APPROVED BY
DOUBLE TOP PLATES
A it G
EXTEND STUDS FULL
6 X 14 & LARGER 4X6
THE LOCAL AUTHORITY.
HEIGHT OF "WALL
4. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS SHALL BE DOUBLED
SE£ HOEDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SIZE
AND SUPPORTED BY HANGERS PER CODE (UBC 2320.8.4).
3. ALL FIELD WELDS SHALL HAVE CONTINUOUS INSPECTION PER UBC (1701.5.5)
REQUIREMENTS.
UNLESS OTHERWISE NOTED.
{4) 16d EA. SIDE
POSTS ARE TO CONTINUE DOWN TO FOUNDATION,
ERAMffQ_- OOE
4. ALL BUTT WELDS SHALL BE FULL PENETRATION U.N.O.
HEADER
Ft
AiLi G
N.)10
2X STUDS 16" O.C.
1. ROOF SHEATHING (MIN) 1/2" STANDARD PLYWOOD PANEL INDEX NO. 24/0 WITH
2X BLKG«
EXTERIOR GLUE. USE 8d NAILS AT 6"OC AT ALL EDGES, !BOUNDARIES AND SHEAR
5. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING WELDING OR A
2X TRIMMER
EPC OR PC
FOUNDATION NQTES
WALLS & 12" OC FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN.
REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR
U.N.O.
..
PRIOR TO FRAMING APPROVAL.
,.
160 AT 12' EA,
�5.
2. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS SHALE. BE DOUBLED
AND SUPPORTED 1Y HANGERS PER CODE.
6. USE E7018 ELECTRODE W/201-# TOUGHNESS FACTOR,
4*-0" MIN. LAP
4X END POST,
& HOLDOWNS
SIDE/ EA. CRIPPLE
(2) 2X CRIPPLES TYP. 0
BEAM OVER S" OEM.
1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER U.B.C. (9070)
FRAMING -CEILING (PER TABLE 23-IV-J-3)
GRADING NQTES
DOUBLE TOP P
TES --p
U.N.O. Wj E.N.
USE 4X POST U.N.O. ON
PLANS {CRIPPLE 0R POST
O POST
RELATIVE COMPACTION MINIMUM.
TO IS FULL WIDTH ON
2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF
CONCRETE AND SHALL VERIFY THE SOIL BEARING PRESSURE TO BE 1000 PSF MIN
1. CEILING JOISTS SHALL BE 2X6 016"O.C. (MAX . SPAN=15'-9")
1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING.
NOTES:
OR PER THE SOILS REPORT.
2. CEILING JOISTS SHALL BE 2X8 b16"O.C, (MAX SPAN=20'-9")
2. ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND TESTED AS TO RELATIVE
HOEDOWN PER
SILL PLATE BOLTING (OR
"
u
COMPACTION PER U.B.C.
PLAN
12"
SOLE PLATE NAILING AT
1. WHERE BEAM INTERCEPTS TOP PLATE
3, SLAB ON GRADE: 4 INCH. CONCRETE SLAB WITH #3 0 24°'O/C E.W. ® CENT!
iNG-J0I= RAFTERS
ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH CHAPTER 7O OF THE
- TYP. 8 - 16d EA. SIDE OF
MAX.
UPPER FLOORS)
SPLICE USE ST6236
OF SLAB OVER 2 INCH. OF SAND OVER 6 MIL. VISQUEEN OVER COMPACTED SOILS
U.N.O.
1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS:
IN20.12.4}
LATEST ADOPTED EDITION OF THE U.B.C. 4. ALL UTILITY TRENCH BACKFALt.5 SHALL BE
L
TOP PLATE SPLICE U,s�<C).
2. BM�S). CAN SIT ON TOP PLATE ABOVE
PO T W/ E.P.0 OR P.C.
(UBC
IN ACCORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS.
ON FRAMING PLAN
4. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTO WHICH A
BORING -MAX. DIA. OF HOLE SHALL NOT EXCEED 1/3 OF DRESSED DEPTH .OF JOIST
DRAINNE NQTES
PERSON SHALL BE REQUIRED TO DESCEND SHALL..BE MADE WITHOUT PROPER
WITH A MINIMUM EDGE CLEARANCE OF TWO INCHES. NOTCHING --MAX. DEPTH AT ENDS
�+
PLATE SPLICE L-I6rE
SHEAR PANE. ELEVATION TYP®
BEAD TO WALL
PERMIT.
SMALL NOT EXCEED 1 /4 OF DRESSED DEPTH. NO NOTCHING IS ALLOWED IN THE
CENTER THIRD OF THE JOIST SPAN. NOTCHING IN OTHER LOCATIONS SHALL BE ON
1. MINIMUM. GRADIENTS ARE AS FOLLOWS: EARTH= I Y. PAVING=.5X
10
S. THE MINIMUM BOLTING FOR SiLL PLATES TO FOUNDATION SHALL BE AS FOLLOWS:
5/8' DIAMETER ANCHOR BOLTS WITH 7" MIN EMBEDMENT IN CONCRETE WITH
THE, COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6 OF THE JOIST DEPTH.
2. POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALL BE A5 FOLLOWS: 2% MIN TO
SPACING NO CREATOR THAN 4 FEET O.C. NOR FURTHER THAN 12" FROM CORNERS.
2, WHERE THREE OR MORE (MULTI JOISTS) ARE USED THE JOISTS SHALL BE BOLTED
21% MAX SWALES TO BE 3 FEET MiN AWAY"FROM STRUCTURES.
(MiN 2 BOLTS PER PIECE). SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE
TOGETHER WITH 1 /2"OIA MACHINE BOLTS W/ WASHERS AT 24"OC STAGGERED. BOLTS
2-2x PLATES, SEE PLANS FOR
FOR FURTHER BOLTING REQUIREMENTS
SHALL BE RETIGHTENED PRIOR TO APPLYING FINISH MATERIALS.
FRAMING ANCHOR TOP AND
SIZE AND REFERENCE TO SPLICES
6. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. WALL THICKNESS
3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 4 INCHES WITH 3-16d NAILS
BOTTOM OF DOUBLE STUD
OR POST
FOR HEADER SIZE, SEE PLAN
SHALL NOT BE PLACED IN STRUCTURAL CONC. UNLESS SPECIFICALLY DETAILED. SEE
OR USE SIMPSON ST 2115 0 48 INCHES Q.C.
2x CRIPPLES AT 16" O.C.
MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES,
ACCESSORIES, ETC.
4. CROSS BRIDGING OR 2X BLKG.SHALL BE PROVIDED 0 W-O°' O/C. MAX. FOR ALL
7. PIPES MAY PASS THRU STRUCTURAL CONC. IN SLEEVES, BUT SHALL NOT BE
JOISTS AND RAFTERS MORE THAN 8" IN DEPTH
S H EAR WALL SCHEDULE 1997 U.B.0
EMBEDDED THEREIN.
5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL
8. PROVIDE 3/4 CAMBERS AT ALL EXPOSED CORNERS
SUPPORTS.
2X STUDS 0SILL
16" O.C.
BOLTING
FRAMING-L3(7LTING
MARK
WALL TYPE
SHEAR
SHEAR 0
II, SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS CLIPS OR
16d 0 12" O.C.,
ALLOWABLE
ONE SIDE
BOTH SIDES
SILL NAILING
GROUNDS REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR
1, ALL BOLTS BEARING ON WOOD SHAD HAVE WASHERS UNDER HEAD OR NUT. SEE
STAGGERED
PLYWOOD
WHERE
FIRE BLOCKING CEILING
PROVIDE SIMPSON A34 FOR 2x4
SHEAR
OF WALL
OF WALL
0 UPPER STORIES
FINISHES AND SLAB DEPRESSIONS,
SCHEDULE
b'T�AGGEREt � O.C.
OCCURS
I6d PER E.N.
O
LINE AND NOT TO EXCEED
� _O O.C.
STUDS AND A35 FOR 2x6 STUDS,
STUD
„ „
7/8 STUCCO OVER PAPER BACKED LATH W/16 GA STAPLES AT 6 O,C. AT TOP & BOTTOM
10, LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.
2. ALL BOLTS SHALL BE RETIGHTENED, PRIOR TO APPLICATION OF PLYWOOOD, PLASTER
AT SHEAR WA LS
NOTES
FOR NAILING SEE GENERAL
SIDE
E- --- USE 2-2x JAMBS FOR 4x10 AND
B
PLATES, EDGE OF SHEAR WALL AND ON FIELD ICBO REPORT No.1318, AUG. 2002) OR
{
REPORT No.1254, MAR 1990) NOTE 4 AND 9 BELOW
180 PLF
5/s"msso.C,
s/V92z 1/2'oc
16d 0 8"O.C.
ETC.
•
6x8 AND LARGER HFAOt:RS
(ICBO
1.
,° °�
3• HOLES FOR BOLTS SHALE BE BORED 1/32 TO 1/16 LARGER THAN NOMINAL.
1 STUD FOR INTERIOR WALLS
2 STUDS FOR EXTERIOR WNLS
END POST AT PLYWOOD SHEAR
PANEL WHERE OCCURS W/ E.N.
3/8"PLYWD STRUCT If OR STD SHTG WITH 8d NAILS 0 6"O.C. AT EDGES & 12" O.C. FIELD
(TABLE 23--i1-1-1 UBC) NOTE. 1, 10 & 11 BELOW .
260 'PLF
s/wws"O.C.
5/s"ei o.C.
16d 0 6"O.C.
UNLESS OTHERWISE NOTED ON PLANS CONCRETE SHALL BE TYPE I WITH A
BOLT DIAMETER.
UNLESS NOTED OTHERWISE
,9,
COMPRESSIVE
MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. CEMENT SHALL
NOTE
3/8-PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 4-O.C. AT EDGES & 12" O.C. FIELD
350 PLF
5/B":m26"o.C.
s/roi3"O:C.
16d 0 4"O.C.
CONFORM TO CX-150 FINE & COURSE AGGREGATE SHALL CONFORM 7O
A.S.T.M. C33.
L,> h
12' LG. BLOCKING 0 TOP POST WHERE
STUDS SHOWN ARE FOR INDICATION ONLY. ACTUAL LOCATION TO SUiT
D
(TABLE 23--I1•-1--1 UBC) NOTE 1, 6, 9, 10 & 11 BELOW
1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES UNLESS
BOTTOM, & MiD-HEIGHT OCCURS
CONSTRUCTION REQUIREMENTS, MAX. SPACING AT 16" O.C.
3 f 8°PLYWq STRUCT 1i OR STD 5HTG WITH 8d NAILS 4°'O.C, AT EDGES & 12" O.C. FIELD
380 PLF
s/W926"O.C.
5/6'®13t.C.
16d @ 4"O.C.
R iNFORCtNs S7 I
OTHERWISE NOTED (MAX MOISTURE CONTENT SHALL NOT EXCEED 19% & GRADED IN
1
(TABLE 23•-!l--I-1 UBC) NOTE 1, 3, & 11 BELOW
1. REINFORCING STEEL, #3 AND #4 GRADE 40, #5 AND LARGER .GRADE 60 PER
ACCORDANCE WITH THE WEST COAST LUMBERMANS ASSOCIATION.)
TYP. STUD WALL INTERSECTIONS
TYP, WALL FRAMING
3/8" PLYWO STRUCT 11 OR STD SHTG WITH Lad NAILS 0 3" O.C. AT EDGES & 12" O.C. FIELD
TA UBC) NOTE 1 3, 5, 6, 9, 10 & 11 BELOW
490 PLF
5/S"o201O.C.
5/8"*100O.C.
IQ 0 3 1/2"04:
A.S.T,M> A615.
�
s
(TABLE 23--(I•-E--1 °
STUDS & PLATES -----•--------__....______.-__...__________NO.2,
3 / 8" PLYWD STRUCT it OR STD SHTG WITH 8d NAILS 0 2" O.C. AT EDGES & 12" O.G. FIELD
610 PLF
5/S"aD16"o.C.
s/s /ffi8:o.C.
16d 0 2 i/2"O.C.
2. LOW HYDROGEN WEEDING RODS SHALL BE USED FOR ALL WELDING OF
JOISTS & RAFTERS
1
TABLE 23-11--1-1 UBP _ NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
REINFORCING BARS.
2X4 TO 4X4 INCLUSIVE -----------------n-------------NO.2
1/2" STRUCT I PLYWD WITH 10d , NAILS 0 2" O.C. AT EDGES & 12" O.C. FIELD
870 PLF
3/4"016"O.C.
3/4"�8'O.C.
N A
/
3. BARS NOTED AS "CONT "TYPICAL WALL REINFORCING AND VERTICAL COLUMN
2X6 TO 3X16 INCLUSIVE ----------------------------- NO.2
f Rif
2- 16d
IOVER 3X STUDS (TABLE 23-11-1-1 U `13C) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
REINFORCING SHALL HAVE A MINIMUM SPLICE OF 50 BAR DIAMETERS LAP IN.
BEAMS
FOR SIZE AND SPACING OF STAGGER PLYWOOD JOINTS
JOIST OR RAFTER. SEE PLAN
f6d ffi 12"° STAGGERED
MASONRY OR 40 BAR DIAMETERS MINIMUM IN CONCRETE..
4X____-__...______...____________________________N0.27
3/W MIN. EDGE DISTANCE
FGR NAILS
4JOIST OR RAFTER
4. REINFORCING SHALL BE, SPLICED ONLY AS SHOWN OR NOTED. OTHER SPLICES
6X OR LARGER ------------------------------------ NOA
POSTS &MULLIONS
BOUNDARY NAILING (B.N.)
ALONG CONTINUOUS
_ -.- -UPPER PLATE 4" WIDER THAN
NOTES
SHALL BE APPROVED BY THE STRUCURAL ENGINEER.
4X4 & SMALLER ----------------------------------- N0,2
PANEL EDGES
LOWER PLATE
1. ALL EDGES OF PLYWOOD SHFARWALLS MUST BE & FRAMING AT ADJOINING PANEL EDGES SHALL BE
8, ALL INTERIOR BEARING AND NON BEARING
5. SPLICES IN ADJACENT HORIZONTAL WAIL REINFORCING BARS SHALL BE STAGGERED
4X6 & LARGER ----------------------------------------NO,2
6X6 & LARGER -----------------------_---•-------------NO,1
2x STUDS 6+ I6" O.C.
BLOCKED WITH 2X SOLID BLOCKING FOR WALL TYPES
9 & 10, AND 3X SOLID BLOCKING FOR WALL TYPES STAGGERED. STANCH NOMINAL OR WIDER &NAILS SHALL BE
FOOTINGS TO HAVE SHOT PINS AT 32" O.C.
4 FEET UNLESS OTHER WISE NOTED.
MISCELLANEOUS LUMBER
11, 12, t3, & 14
48"O.C. RESPECTIVELY:
& : I.E. HlLTI ICBO REPORT
6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE SAME SIZE AND
BLOCKING,FURRING, ETC .--------------------------------NO.3
DECKING & SHEATHING
TYPICAL INTERMEDIATE
PARALLEL
.
No.2388, NOV 1995 OR RAMSET/REDHEAD IC80
6.. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A REPORT No.1639 DEC 1995
NUMBER AS VERTICAL WALL OR COLUMN REINFORCING. DOWELS SHALL HAVE A
MINIMUM PROJECTION EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED.
2X,3XAX------�-----------------------••-----------CQMM'L DEX.
NAILNG (I.N,)
FLOORS-10d 0 IQ* O.C.
,
2. WHERE SHEAR WALL SHEATHING 1S TO >3E APPLIED WALL AND NAIL SPACING Ls LESS THAN 6 "O.0 ON
TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF EITHER SIDE, PANEL JOINTS SHALL BE OFFSET` TO FALL �, USE 2 1/2'" x 2 1/2' 3/16" PLATE
2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 4 FEET FROM
ROOFS- 10d 0 12" O..
1-- -
"
16d 0 12". STAGGERED
x
BOLTS. (I.E. HALF THE O/C SPACING) ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL WASHERS<
7. ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN
GRADE SHALL BE PRESSURE TREATED DOUG FIR.
+l
k--- -JOIST
BE 3- INCHES NOMINAL OR THICKER & NAILS ON
PLACE PRIOR TO PLACMENT OF CONCRETE OR GROUTING OF MASONRY,
OR RAFTER
3. USE 3X PRESSURE TREATED DOUGLAS FIR EACH SIDE SHALL BE STAGGERED.
10. USE COX. CC OR STD SHTG IN LIEU OF
8, PROVIDE THE MINIMUM PROTECTIVE COVERING OF CONCRETE:
3. GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB, 24F-V8(*) OF/OF
(Fb�2400PS1, Ev�165 PSI, E�180,000 PSI) INDUSTRIAL APPEARANCE WITH EXTERIOR
EDGE NAILING (E.N.)
UPPER PLATE 4" WIDER THAN
LOWER PLATE
SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY.
7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE
STRUCT It PLYWOOD. ALL PLYWOOD SHALL BE
DOUGLAS FIR. OTHER SPECIES MAY REQUIRE
BELOW GRADE (UNFORMED]•-�_----------------••-------3" CLEAR
(UNFORMED)
BELOW GRADE (FORMED)-----______________________2' CLEAR
GLUE UNLESS OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION FOR
E-
2x STUDS 16" O.C.
4. PAPER BACKED SELF FURRING EXPANDED METAL 5/8" .X 10" A.B.'S ® 48"O.C. UNLESS OTHERWISE.
NOTED ON PLANS.
CHANGES.
WALLS --------------------•-------------------I , CLEAR
EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY TO BE SUBMITTED AND
APPROVED BY THE BUILDING DEPT. PRIOR TO ERECTION. (*) USE V8 FOR CANT.
C
2 x 3 FLAT BIKG. AT
UNSUPPORTED EDGES. (REO'q. LON
DIMENSION OF PLYWOOD
LATH .WITH tC80 APPROVAL
11. AT EXISTING FOOTINGS USE .REDHEAD WEDGE
COLUMNS------------------------------------1.5"CLEAR
BEAMS AND V4 FOR SIMPLE SPANS BEAMS]
ONLY WHEN GALLED FOR ON TO RUN PERPINDICULAR T4
ANCHOR$ TO COMPLY WITH SILL BOLTING. ICBO
BEAMS AND GIRDERS ----------------------------- 1.5"CLEAR
PLANS) JOISTS
137 "
STRUCTURAL SLAB (ABOVE GRADE) -------------------- 3%4"CL.EAR
4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-74
E: PLYWOOD TO BE MIN. SHEATHING SIZE TO BE
2'-0' X 4'-0"
PERPINDICULAR
9. NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT WITHOUT
APPROVAL OF THE STRUCTURAL ENGINEER.
INSPECTED PRIOR 70 COVERING
r-%a .ra a Ira r^a ra 1 A arr%t V r
a ra A t"4"r '°r^ a e n ® i n r- A ra o a I ra t e 1st a r^w
t
rr;
s
N �4
. Y4
c C 32IT16
we-
;r!
W1
011�1
Z
1431 L A111
ess-
Projeoff itle Date
Project Betiding pertnit _#
Address
'44AC'ZI -*1 C_ I 1 .2-1
Plan Check / Date
Docurnditatidn Author If clephone
Field Cheek / Date
Compliance ltliod (Package or Computer) Climate Zone
Average Ceiling Height:.__At_ ft
Total CA01,41090,004'.", �.00r Alit ft=
ft2
ConditQ
Famil'
Addition
ul 14" ly
B ldi S;Mfi"
(check a
Existing -Plus -Addition
%W;
Front 01 North I South 9 East l West All Orientations
(input froa orientation to degrees fmm True North and circle one)
Numbci26 ties.
Floor Cott ruction: Type- SlalfRaised. Flofr (circle one or bolli)
Required for this subtrifittal --it"Yes —no
Ca
Frame Type
Cavity
Sheathing
Total Total R-
Assembly
Location/Comments
wd = wood
Insulation
Insulation
Value. I
U-Faetor'
'(attic, garage, typical, etc.)
Stj S"1_1
R-Valm
R-Value
Wall
Wall
Roof
"M
Roof
Floor tH
Floor I
Slab Ed*
----- — —
Shading Devices
Fens
Area
enes#raticrn
Fenestration
Exterior
'�U
SHGC
Act
Fins
Front
Front
Left
eft
Left
Rear
Rear
Ri
Right
Skyli
DATORy I MEASURES CRECKLIST-i RESIDENTIAL (Page I of Z) MF-IR
" to
Wed tot the Standards must contain these Weasurim regardless ofthe oomp �- approach USA
y mote stringent compliance requirements lit on the Certificate of
&cumeins, the features noted shall be considered by all parties as
for epic rnartd menumwbeUwtheymsho-wnebmimminthedocumetb
waia, when convicted or enter N/A if not applicable.
UgINCOMI'M v,
DESIGNER
ENFORCEMENT
N
N"
F- *�e_
ctu—slabel RVal-
11'' . . . . . . . . . . "I
Factorin metal frame walls
0.
tit exte to riorl9o&0§1
AR& to
41001,
mumvVr irtsulati edt,06-
0
rate no greater 0=03%, water vapor transmission tatt
Indicate and form
�,'4' or, d and unconditimmd spaces designed to limit air le*W-
w
AM
nets (W66Ttfield_fabricaied)Save IaW with certified U-Factor, certified Solar Heat
Gain'
rati
3. and windows, watherstnppet all joints and peat ons caulked and sealed.
§ 150(g): Vapor barriers rumidatm, in Climate Zones 14 and 16 only.
§ l5oq): Special infiltration barrier installed to comply with § 151 Meets Commission quality standards.
I 50(e) Installation of Fireptacm, Decorative Gas Appliances and Gas Logs.
I N%sonry and factory-buitt fireplaces have:
Chasawmetal orglass door
b ojft1de* intake with damper and control
c I 14w danper and =&*I
2: M continuous burning gas pilot lights allowed.
Space Couditiolling, Water Heating and Plumbing System Measures'
110. 113: RVAC equipment, water heaters, shOwerheads and faucets certified by the Commission,
§150(h), Treating andfor cooling loads calculated in accordance with ASIARAF, SMAC14A OR ACCA-
§ 150(j): Setback thermostat on all, applicable heating and/or cooling system.
§ 150(j): Pipe and tank irsulation
1, storage gas water heaters rated with an Energy Factor teas than 0-58 most be externally wrapped with
insulation having an installed thermal resist— Of R- 12 Or greater -
2- First 5 feet of pipes closest to -water heater tank. non recircui recirculating systems, insulated (R-4 or greater)
S, Back-up tank-, for sclarsystem, unfired storage tanks, or other indirect hot water tanks have R-12
external insulation orR-16 combined intemallexteml insulation-
4, All buried or exposed piphig insulated in recirculating sedons
5, Cooling system piping below 551E insulated,
0" Piping insulated between beating source; and indirect hot water tank-
Cornplian_ce.Forrns August 2001
CERTNICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF-IR
Ld —OS
Project 'itle Date
HVAC, SYSTEMS
gote: input ryrro'nlcor combined hydronic (jiata under Water Heating Systems, except Design Heating Load.
Distribution
Heating Equipment Minimum, Type and Duct or Heat Pump
Type (furnace, hem Efficiency Location Piping Thermostat Configuration
or!M (ducts, attic, etc.) R-Value T ve (split or package)
-5k% _NALPA4 ---A4—
Cooling Equipment Minimum Duct freat Pump
Type (air conditionter, Efficiency Location Duct Thermostat Configuration
heat lnnnp cyan eaaliaazl (SEER) r attic, etc.) R-Vaiue ly-pe Wtit or 2aci4go
SEALED DUCTS and TXVs for Alternative MeaMres
0 Sealed Ducts (all climate zones)
(Installer testing and certification and HERS rater field verification required[)
Cl TXVs, readily accessible (climate zones 2 and 8-15 only)
(Installer testing and certification and HERS Rater. or field verification required)
Refrigerant Charge/Air Flow (climate zones. 2 and 8-15 only)
(Installer testing and certification and HERS Rater or field verification required)
OR
I< Alternative to Sealed Ducts and TXV,.,i (see Package C or D Alternative Package Features for Project Climate Zone)
Climate Zone Window SHGC Window U-Factor SEER Heating
%=
WATER HEATING SYSTEMS
Energy' F.xternal
Rated' Tank Factor or Taink
Water Heater Distribution Number input (kw Capacity Recovery Standby Insulation
Type Tuy%p. in System or Bttvk) (Ralloml Efficie Loss R-Value
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 dome water heaters (rated input of'greater than 75,000 BttVhrl list Rated Input Recovery Efficiency and Standby Loss.
For instantaneous gas water heaters, list rated input and recovery efficiencies.
SPECIAL FEATURES tqdd extra sheets if necessary), Package C and D: TXVs, Sealed Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual).
Package C: thermal nun (thermal mass type, covering, thickness and description),I
Compliance Forms August 2001
MANDATORY MEASURES CHECKLIST.- RESIDENTIAL (Page 2 of 2) �,_LF-IR
14ote: Lowrise residential buildings subject to the Standards must contain these measure regardless ofthe compliance approach used,
items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of
Compliance. When this checklist is i,,ncorptorated into the permit documents, the features noted shall be considered by all patties as
minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable,
DESCRIPTION
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures, (continued)
§150(my Ducts and Fans
1, All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 Cme Sections 601,
603,604, and Standard 6-3; ducts insulated U-a minimum installed level of R-4.2 or enclosed entirely in
conditioned space. Opening-, shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system
IUL is], TIL 18 IA, or UL 18 IB, If mastic or tape is used to seal
that meets the applicable requirements of
openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building
cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their
components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in
combination with mastic and drawbaads.
2. Building cavities, support platforms for air handlers, and plenum denied or constructed with materials
other than sealed shed metal, duct board or fttexible duct shall not be used for conveying conditioned
air. Building cavities and support platforms rway contain ducts. Ducts installed in cavities and suport
platform shall not be compressed to cause reductions in the cross -sectional area of the duets.
3. Joints and seams of duct systems and their oo�,rprents shall not be sealed with cloth back rubber
adhesive duct tapes unless such tape is used il--t combination with mastic and drawbands.
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 dampers,
6. Protection of Insulation. insulation shall be protected from damage, including that dueto sunlight,
moisture, equipment maintenance, and wind but not limited to the following. Insulation exposed to
weather shall be suitable for outdoor service -3., Protected by aluminum, sheet metal, painted canvas,
or plastic cover. 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 degradation of the material.
§ 114: Pool and Spa FWfiAg.SYr-te= and EquiPmcrkt-
1, System is certified with 78 % thermal efficiom V, on -riff switch, weatherproof operating instructions, no
electric resistance heating and no pilot light,
2, system is installed with:
a. At least 36" of pipe between filter and hurter for future solar heating.
b, Cover for outdoor pools or outdoor spas.
3. pool system has directional inlets and a cireWation pump time switch.
§ 115: Gas fired central fitmaces, pool heaters, :spa heaters or household cooking appliances have no
.
/
oo-tinu_o_wly!t��� �� (T:qe —
_
__
§118(t): Cool Roof material meet specified c6teria
Lighting Measures:
§1 5Q (k)l.: 1,unfinaires for general lighting in kitchens shall have lamps with an efficacy of401umensfwau
lighting in kitchens. Ibis lighting shall be controlled by a switch on a readily
or greater for general general
accessible, lighting control panel at an ontranoc,' to the kitchen,
§150 (k)2,, Rooms with a shower orbathtub mita have either at least one luminaire with lamps with an
efficacy of 40 lumens/watt or greater switchelat the entrance to the mom or one of the alternatives to this
fixtures are IC (Insulation cover)
requirement allowed in § 150(k)2.; and incandescent recessed ceiling
approved.
_J
Compliance Forms August 2001
CERTIFICATE OF COMPLIANCE: RESUDENTIAL (Page 3 of3) CF-1R
Awl"
This certificate of compliance lists the building features and performance 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. When this certificate
of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that
is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using
duct seating and TXVs requires installer testing and certification and field verification by an approved HERS
rater.
Designer or Owner (per Business and Professions Code) Documentation Author
Name; Name:
Title/Firm: —OW146if, Title/Firm:
Address: Address: A U-0- 0 LW__4M_
P!WA ANA, C-�-
Telephone: Te-Aleph: e,
L ic
ic.
A 1,0 ILI
(date) (Ap"el . (date)
Enforcement Agency
Name: AL_ tiApiv-
Title:
Agency: CAW
Telephone: :%,41 61s. 1"S
,Pwatury / staiv) (date)
Compliance Forms August 2001
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2017 W. ^LCO AVE"
SANTA ANA
CALIFORNIA 92703
MACIELALOMSM.COM
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