HomeMy WebLinkAbout10147618.pdfS'll-RUCTURAL MATERIAL NOTES
CONCRETE
LUMBER
1, ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR
1. ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR CONFORMING
TO DIVISION 23 (2001 C B.C.)
WEIGHT HARD ROCK TYPE (150 */CU. FT.). AGGREGATES SMALL
BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WITH PROVEN
2. RAFTER. BEAMS, PURLINS SMALL BE DOUGLAS FIR NO. UNLESS
SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05 X
OTHERWISE NOTED =
2. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE
GRADE
WITH ASTM C-94. PLACEMENT OF CONCRETE SHALL CONFORM TO
3. JOIST, PURLINS 2" TO 4" WIDE, 6°" & DEEPER NOA
AC1301,
BEAMS, PURLINS OVER 4" WIDE NO.I.
3. CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V,
LEDGRi►A1S 2'. TO 4° WIDE. 6" & DEEPER NO.1
E
OR ILOW ALKALL CONFORMING TO ASTM C-150,
SEUDRS
STUDS 2" x 4" OR 3" x 4"` STL#3S
STUDS
4, MINIMUM COMPRESSIVE STRENGTH OF CONCRETE: AT AGE OF
STUDS 2" x 6" NOA
28 DAYS FOR:
POSTS 5" x 5" AND LARGER NOA
SILLS. PLATES AND BLOCKING N0.2
FOOTINGS 2500 PSI
SLAB ON {MADE` 2500 PSI
4. SILLS AND PLATES IS CONTACT WITH CONCRETE OR MASONRY AND
SIDE WALKS 2000 PSI
WITHIN 48' OF GROUND SHALL BE PRESSURE TRESTED DOUGLAS FIR
(PTOF). SLLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8"
S. MAXIMUM SLUMP SHALL NOT EXCEED 4"
DIAMETER x 10" BOLTS AT 48`° ON CENTER, 12" MINIMUM FROM
6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A
ENDS OR 2 BOLTS MINIMUM PER PIECE. UNLESS NOTED OTHERWISE_
MINIMUM OF 5 DAYS AFTER PLACEMENT, ALTERNATIVE METHODS
5, STUB WALLS ABUTTING A CONCRETE OR MASONRY WALL SHALL BE
WILL BE APPROVED? IF SATISFACTORY PERFORMANCE CAN BE
BOLTED TO THE WALL WITH 5/8" ANCHOR BOLTS AT 24" ON CENTER.
ASSURED,
6. ALL NON BEAMING STUD WALLS SHALL BE 2 x STUDS AT 16 O.C.
7, ALL REINFORCING STEEL, ANCHOR BOLTS. DOWELS AND OTHER
WITH ` " GYP. BOARD EACH SIDE. UNLESS OTHERWISE NOTED.
INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE
7. ALL STUD WALLS SHALL HAVE FULL HEIGHT I 6 DIAGONAL
CONCRETE IS POURED, ADEQUATE CLEANOUTS SHALL BE PROVIDED
LET -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 25 FT,
IN BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT ANO
INSPECTION.
O.C. UNLESS OTHERWISE NOTED ON PLANS. BRACES SMALL COVER A
MINIMUM OF SIX STUD SPACES.
8. VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE
I
8° C NAILS SHALL BE USED.
GENERAL PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION
SPECIFICATIONS ST-26.
9. FIRE BLOCKING 2 x IV
a" THICK, SHALL BE PLACED IN STUD
9. EXPOSED CORNERS OF COLUMNS. BEAM, WALL. ETC, SHALL
WALLS AT CEILING AND FLOOR LEVELS. AT EACH 10-HEIGHT OF
STUDS, AND BETWEEN STAIR STRINGERS AT SUPPORTS,
BE FORMED WITH R'4 ° CHAMFERS 'UNLESS METALED OTHERWISE.
10. CONCRETE CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE
10. JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED
AT INTERVALS OF $' WHERE JOISTS ARE 2 x 12 OR DEEPER,
DESIGN MIX TO THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO
STARTING THE 'FORK,
It MAXIMUM UNSUPPORTED HEIGHT FOR NON -BEARING PARTITION SHALL
11„ NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE
2 x 4 0 IS" O.C. UP TO 14'-0"
IN EXCESS OF 95°F.
2 x 6 0 16" D.C. UP TO 20'-0"
2 x 8 0 16" Q.C. UP TO 26'-0'
12. WIRE MESH LAP (END & SIDE)SHALL BE ONE FULL MESH -2.
12. PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM "W' AND A
M !&" LARGER THAN THE BOLT DIAMETER.
PLYWOOD
1. PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND
SHALL BE STAMPED WITH THE ORPA GRADE OF THE AMERICAN
REINFORCING STEEL
PLYWOOD ASSOCIATION. UNLESS NOTED OTHERWISE ON THE PLANS.
2. EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SO. FT, WITH A
1.,
REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED
MINIMUM DIMENSION OF 2 FEET.
BARS AS FOLLOWS
3. SEE FRAMING PLAN FOR DIAPHRAGM NAILING SCHEDULE. NAILING
FOOTING. SLAB ON GRADE.
SHALL BE INSPECTED AND APPROVED BEFORE COVERING.
MASONRY, AND BENT DOWELS, TIES
°3 BAR AND SMALLER ASTM A-615 GRADE 40
-4 BAR AND LARGER ASTM A-615 GRADE 60
2.
DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH
ASTM A-305 AND BENDING IN ACCORDANCE WITH AC1318-95.
FOUNDATION NOTES
3ASNOET£OTHERWISE)
COVERR REINFORCING REBAR FOR
(EX NOTED
1, FOUNDATION HAS BEEN DESIGNED ASSUMING MIWMUM ALLOWABLE
EXPOSED WEATHER OR EARTH 1`I
TO
SON. BEARING PRESSURE PER 2001 CALIFORNIA BUILDING CODE SHALL
XPOSED WEATHER
EXP
E
EXPOSED TO EARTH 26
BE AS FOLLOWS:
*°
PILASTER. BEAM & COLUMN TIES I fg
CONTWOUS FOOTING 1000 P.S.F.
FORMED FOOTING AND WALL EXPOSED TO EARTH 2'
ISOLATED FOOTING * 1000 P.S.F.
UNFORMED FOOTING AND WALL EXPOSED TO EARTH 31,
SLAB ON GRADE 2"
2. ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM
4.
SPLICE IN CONCRETE
UNDISTURBED NATURAL SOIL, OR APPROVED COMPACTED FILL AND
MINIMUM OF 36 BAR DIAMETER OR 12" WHICHEVER IS GREATER,
ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
3. ALL FOOTING SHALL BE CENTERED ON PILASTER AND/OR WALL AND
5.
WELDED WIRE FABRIC SHALL 'CONFORM TO ASTM A-185 AND 1-82.
COLUMN UNLESS OTHERWISE NOTED.
6.
ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS
4. FINISH FLOOR (F.F,) EXCAVATION SHALL BE AS NOTED ON GRADING
OF AC1318-95.
PLANS,
7„
ALL REINFORCING STEEL. DOWELS, ANCHOR BOLTS, INSERTS. ETC.
5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
SHALL BE SECURED XV PLACE PRIOR TO PLACING ANY CONCRETE
OR GROUT.
PROCEDURES INCLUDING LAGGING. SHORING AND PROTECTION OF ANY
ADJACENT PROPERTY. STRUCTURES. STREETS AND UTILITIES IN
8.
ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS
ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY
OF ASTM A-615 GRADE 60.
ORDINANCES.
9.
ALL REINFORCING BAR BENDS SHALL BE MADE COLD,
6. ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON
10.
ALL REINFORCING BAITS SHALL BE FREE FROM GREASE, RUST, MILL
DRAWINGS. DETAILS, AND/OR SCHEDULES.
SCALE OR ANY OTHER FOREIGN MATERIAL WINCH MAY AFFECT THE
7. ALL FOOTINS AND PIERS SHALL BE CENTERED UNDER THE BUILDING
BARS ABILITY TO BOND TO THE MORTAR.
COLUMNS, (U.N.O.)
It.
REINFORCEMENT THAT IS PARTIALLY 'EMBEDDED IN CONCRETE SHALL
NOT BE FIELD BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE
S. ALL EXISTM UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS
ORA"4GS OR WITHOUT THE WIITTEN APPROVAL OF THE ENOWER OF RECORD,
SHALL BE REMOVED AND RELOCATED.
12.
ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS
9. ALL PIPES. DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF
ON THE DRAWINGS. WHERE LAP AND/OR SPLICE LOCATIONS ARE
THE FOOTING. tTHE PRESSURE ZONE. EXTENDING BELOW THE FOOTING.
NOT SPECIFICALLY INDICATED, PROVIDE CLASS "C" SPLICE PER
BASED ON A 2 HORIZONTAL TO 1 VERTICAL SLOPED, SHALL BE SLEEVED
SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
THROUGH' CONCRETE CAST -II -PLACE AT THE FOUNDATION POUR.
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
10. FOUNDATION MAY BE SUBJECT TO STRUCTURAL REVISION IN THE FIELD
FABRICATION,
DUE TO POSSIBLE VARYING SUBSURFACE CONDITIONS.
13.
PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE
MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE
CONSTRUCTION, BY WCRSI,
14.
CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE
FOUNDATION PLATES/SILLS
E.
LESS THAN SECOND LAYER SHALL AR DIRENOR lu CTLY AGGREGATE BARS IN FIRST
LAYER. MIN. DISTANCE BETWEEN LAYERS - 1".
1, FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION
OR FOUNDATION WALL WITH NOT LESS THAN W' DNA. STEEL BOLTS
EMBEDDED AT LEAST 7"INTO THE CONCRETE OR MASONRY AND
SPACED NOT MORE THAN 6*-O" APRART, THERE SHALL BE A MINIMUM
OF (2) BOLTS PER PIECE WITH ONE BOLT LOCATED WITH 12" OF
EACH END OF EACH PIECE.A PROPERLY SIZED NUT AND WASHER
SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. FOUNDATION
PLATES AM SILL SHALL BE THE KIN? OF WOOD SPECIFIED N SECTION
2306:4 OF THE 2001 C.B.C.
i' !! i'L',1 11 IfI
a. i #
2.. VERIFY ALL DIMENSIONS,00 NOT SCALE DRAWINGS.
3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO
VERIFY ALL EXISTING CONDITIONS ON i TO
COMMENCING WORK AND IS TOi- ONCE
IE
UPON DISCOVERY OF i OR CONFLICTS
THE DR'"
PREPARATION OF 1I
SECTION: ROOTS
BE REMOVED FROM i DEPTH OF AT LEAST
12 INCHES BELOW THE SURFACE OF *# !I TO
BE OCCUPIED BY THE BUILDING)
5. ALL NAILING TO COMPLY
TYPE OF • r
#CCUPANCY GROUP
INSULATION EXT WALLS R-13
ATTIC R-30
SUBFLOOR R-19
FENESTRATION * FENESTRATION - U-FACTOR-0.40 MAX
SHGC- 0.35 MAX
A/C EFFICIENCY N/A
RADIANTOR EOUAL TO M
INSTALLED.05
TO, COVER!i 1I
GABLE
*ALTERNATE FOR TXV OR/OR SEAL .DUCTS
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hs, c taruf hIS 1_n &jid specifications SHALL NOT
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DRAWN:
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DATE:
JOB NO:
JUN-13-04
SHEET NUMBER:
A-1
P*REPAFRED BY-
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LEGEND
SMOKE QE BATTERY BACK-UP
110@
BATTER OPERATED
SMOKE DETECTOR NOTEr
9V@
TECTOR
Ci,
RECESSED CEILING LIGHT
PROVIDE SMOKE DETECTORS IN EACH BEDROOM
AND CORRIDOR OR HALLWAY .ACCESSING SUCH
BEDROOMS PER SECTION 310.9.1.3 & 310.9.1.4
RECESSED MINI LIGHT
2001 CBC. SEE NOTE "V BELOW FOR S.O IN
WALL MOUNTED LIGHT
EXISTING BEDROOMS
-}-
CEILING LIGHT
1/2 HOT 110V 0 -12" U.N.O.
110V OUTLET
FUEL GAS
220V OUTLET
GFI
GROUND FAULT INTERRUPTOR
SWITCH
3
3-WAY SWITCH
HOSE 818
HOSE BIBBS TO HAVE A NON -REMOVABLE
AIR DIFFUSER GRILLE
BACK -FLOW PREVENTER OR W
ATMOSPHERIC VACUUM BREAKER.H A LISTED
FL
FLUORESCENT
MECHANICAL FAN. MI
5 AIR CHANGES PER HR.
+---+
FLUORESCENT LIGHT
1--�
LOG LIGHTER.
PLUMB FOR ICE MAKER
TELEPHONE JACK
AFI
RECEPTACLE OUTLETS SUPPLIED BY
BRANCH CIRCUITS PROTECTED BY
AN ARC -FAULT CIRCUIT INTERRUPTER
FL
FLUORESCENT AS REQUIRED
4 2"-1"
i
11"- 4 *'
0 FLOOR PLAN NOTES
1 2X6 PLUMBING WALL / FAT WALL
2 RECESSED MEDICINE CABINET
3 TOILET. 1.6 GAL PER FLUSH
SEE OWNER SPECS
4 F.G.TUB- SHWR. W/ GLASS ENCLOSURE
DOORS & PANELS MUST BE LABELED CATEGORY II
NET AREA OF SHOWER SHALL BE NO LESS THAN
1024 SO. IN. OF FLOOR AREA, & ENCOMPASS 30" DIA. CIRCLE.
WALL COVERING TO BE TILE W/
WATER PROOF BACKING TO EXTEND UP TO WALLS
MIN. 70" ABOVE DRAIN. MATERIALS OTHER THAN
STRUCTURAL ELEMENTS SHALL BE
MOISTURE RESISTANT
5 LAVATORY SINK. SEE OWNER SPECS
6. SHELF & POLE
7 ATTIC ACCESS (22"X30")
8 PROVIDE R-13 INSULATION AT ALL EXTERIOR
WALLS PER TITLE' 24
9 CABINET. PER OWNER
10 LINE OF SOFFIT ABOVE
11 40 K BTU NATURAL GAS WALL HEATER.
PROVIDE/GAS FUEL
12 UNDERCOUNTER DISHWASHER. 110V OUTLET
13 30" RANGE OVEN W/ HOOD AND
VENT TO OUTSIDE. PROVIDE 110V OUTLET
AND FUEL GAS.
14 36" REFRI. SPACE PROVIDE 110V OUTLET
15 PANTRY
16 DOUBLE SINK W/ GARBAGE DISPOSAL
'..
2" 11"-0""
-� 38"- 4.
NOTES
0. EVERY BEDROOM SHALL HAVE A OPERABLE ESCAPE WINDOW
WITH A MIN. OPENABLE AREA OF 5.7 SO. FT. AND A 'MIN.CLEAR
HEIGHT OF 24 INCH AND WIDTH OF 20 INCH, THE SILL HEIGHT
NOT OVER 44 INCHES ABOVE THE FLOOR.
b. ALL GLAZING MIN. 3Y$" THICK AN A STRENGHT "B" OR BETTER
TO COMPLY WITH SECTIONS 2403, 2404 & 2406 CBC.
c- HEATER PER NOTE 11 TO MAINTAIN A ROOM TEMPERATURE OF 700
AT A POINT OF 3 .FT. ABOVE THE FLOOR IN NEW HABITABLE
ROOMS.
d. EXIT -
EACH EXIT DOOR MAY BE PROVIDED WITH A NIGHT LATCH.,
DEAD BOLT OR SECURITY CHAIN" PROVIDED SUCH
DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE
USE OF A KEY OR TOOL OR SPECIAL KNOWLEDGE OR EFFORT
AND MOUNTED AT A HEIGHT NOT TO EXCEED 48 INCHES
ABOVE THE FINISHED FLOOR.
e. WATER CLOSETS TO USE NO MORE THAN 1.6 GALLONS
PER FLUSH.
f. GLAZED WARDROPE DOORS SHALL MEET THE IMPACT TEST
REQUIREMENTS OF UBC ST. 24-2, PART II . LAMINATED GLASS
DUST ALSO MEET THE BOIL TEST REQUIREMENTS Of UBC
STD. 24-2" PART II.
g. LIGHT AND VENTILATION PER CBC SECTION 1202. MIN. OF 15 CFM
OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR VENTILATION
RIM
1
NEW WALLS
EXISTING WALLS TO REMAIN
I--. — a EXISTING WALLS TO REMOVE
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SHEET NUMBER:V
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PPEPAIED Br:
MAL.
ASPHALT SHINGLES
TO MATCH EXISTING
A
STUCCO EAVEW
TO MATCH EXISTING
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NEW WINDOWS AND TRIMS ---
TO MATCH EXISTING IN MATERIAL \l'—FOUNDATION VENTS
AND OPERATION TYPE TO MATCH EXISTING
WOOD
LOUVERED ATTIC VENT
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ASPHALT SHINGLES
TO MATCH EXISTING
STUCCO EAVE
TO MATCH EXISTING
STUCCO EXTERIOR
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ALL NEW EXTERIOR FINISHES,
WINDOWS, TRIMS, ROOFING. EAVES
ETC., SHALL MATCH EXISTING
IN TYPE, COLOR, MATERIAL AN TEXTUR
NO SECURITY BARS WILL BE INSTALL 0
ON WINDOWS OR DOORS OF THE NEW
ADDITION
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FOUNDATION NOTES
1. FLOOR SHEATHING -
USE )tA STRUCTURAL If C-D OR C-C
PLYWOOD MINIMUM PANEL INDEX NUMBER
(40/20) 4G. W/ 10d NAILS 0 6" O.C. SUPPORTED
EDGES AND 10d 0 10" O.C. IN THE FIELD
(UNBLOCKED
FACE GRAIN OF PLYWOOD SHALL BE PERP.
TO SUPPORTS
2. EXISITNG 12"X12" CONC. FTNG
.3. CONCRETE FOOTING. 02" W X 12" D W/
(1) 04 TOP & BOTTOM MIN,
CONC. CURB
REBAR DOWELL 6" INTO EXISTING
FOOPG TOP & BOT W/ SIMP, 'EPDXY"
6. 12"X12" G.ISCREENED FOUNDATION VENT
7, 18"X 24" G.I. SCREENDED FOUNDATION ACCESS
8, GIRDER POCKET OR HANGER
9. 18"X24" CRAWL SPACE
10. EXIST'G CONCRETE LANDING
NOTES -
a. -VERIFY HRDWR.LOCATION Wl FLR.PLAN
b. -HOLDOWN ANCHORS MUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
c. -SURFACE WATER WILL DRAIN AWAY FROM BUILD*G.
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 WALtS WITH SHOT PINS.
RANSET *3348, OR EQUIVALENT.
UNLESS OTHERWISE NOTED.
f. DIA A. B. MAY, BE REPLACED BY
THREADED RODS W/ 5Y4" EMBED. WITH
CIA -GEL 7000 EPDXY SYSTEM
0. ER. 4846. (OR EQUIVALENT)
4 cBC, AT THE
SAME SPACING. PER 2320.11.
SHEAR PANEL
C-D. C-C PLYW'D BLKO.
W/ 10d 0 6" O.C. E.N. & 12" O.C. F.N.
2X P.T.D.F. SILL CONNECTION W/
x DIA. A.B. 0 32" O.C.
THREADED RODS
CIA -GEL 7000 EPDXY OR EQUAL
flCBO 4846) AT EXIST'G FOUNDATION.. —
TOP, ANCHORAGE WITH A-35 0 16" O.C.
FRAMING NOTES
PROVOE ROOF RADIANT BARRIER
1. ROOF SHEATHING-, Z PER TITLE 24 AT ROOF SHEATHINa
1/2" CDX PLYWOOD (32116) OR OS8. UNBLOCKED
DIAPHRAGM. W/ NAILING-
8d 0 6" O.C. SUPPORTED ENDS & BOUNDARY
8d 0 12 O.C. FIELD.
USE (8) 16d 0 TOP PLT. CHORD SPLICE W/ ST6224
(USE lX6 SOLID SHEATHING OR A-C GRADE PLYWOOD
AT EAVES & OVERHANG)
2. PROVIDE 4X POST AT EACH END OF 4XIO OR
LARGER MEMBERS,DOUBLE STUDS FOR 4X8 SINGLE
STUD FOR 4X6 OR SMALLER MEMBERS
WH DOUBLE 2x SOLE PLATES ARE USED.PROVIDE
PROGRESSIVE NAILING.
4. ALL NAILS ARE COMMON NAILS.
5. ALL STUDS a 16" O.C.MAXIMUM.
6. ALL LAG BOLTS (LB) TO BE 8" LONG INSTALLED
WITH PILOT HOLE AND WRENCH.
7. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED
AT ALL EDGES OF ALL PLYW*D SHEETS IN SHEAR WALL.
8. ALL -PLYWOOD PANELS SHALL BE
MANUFACTURED USING EXTERIOR GLUE.
9, 2 LAYERS OF 15* FELT SHALL BE USED AT
ALL UCCO APPLIED OVER PLYWOOD.
801
10. SEE TAILS Q)w FOR ALLOWED BORING
AND NOTCHING OF STUDS AND JOISTS
ii. SEE DET FOR TYP. EXTERIOR
WALL FRAMING
12. MIN. 2X6 STUDS
AT PLUMBING WALLS.
13. ROOF DIAPHRAGM NAILING TO BE INSPECTED
BEFORE COVERING. FACE GRAIN OF PLYWOOD
SHALL BE PERPENDICULAR TO SUPPORTS
14. DOUBLE JOIST ARE REQUIRED UNDER PARALLEL
BEARING PARTITIONS
11 1 1 1 CALIFORNIA FRAMING
SOFFIT FRAMING
SHELF
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INTERIOR BEARING WALL
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-17 16
1 A. DRILL HOLES PER MANUF. SPECS.
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9. SIMP A35F 0 16" O.C.
2- 16d NAILS TO EACH RAFTER
11
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10, CL*G JST, PER PLAN
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2-2X TOP PLT. 2- B.N. 16" O.C_ U.N,.O. 0:
3- 2X RIDGE BOARD 7- A-35 0 16" O.C. 0
2X C. J. 5- 2X CEILING JST. 8- 2X4 P.T. D.F MUDSILL W/ A.B. it
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MAX . FRM. 3 6 3 SCHEDULE OR U.N,O. L L X 10** L. A.B. PER PLAN W/ w BLANCA FREY
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SHEAR WALL PER PLAN THK. PLATE WASHER
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-- ---------------------------------- V 2001COC SHEAR WALLS 8- 2X BLK'G 0 48" D.C. 10- (1) -4 REBAR TOP & BOT.
D/6 N I 1 11/8, FIRST BAY ONLY (714) 542 3275
D/3 1114 23/a" 3" 3LL 43 SECTION 2320.8.3 - r
19 EXTERIOR BEARING WALL 15 BORED OR NOTCHED JOIS11 SHEAR TRANSFER AT
FRAMING TS NTS GABLE END INTERIOR FOOTING
JOB DESCRIPTION.
0 833 SQ FT I -STORY
0 ADDITION:
1 RIDGE BOARD OR HIP D T 0
RAFTER PER PLAN 11 V) ( BEDROOMS,
2 RAFTER PER PLAN
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11 11 6 2 THROOMS,
3 KITCHEN
3 4X4 KING POST < NSION)
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BORED HOLES MAX 40Z OF STUD 2 7 I
4 TOP PLATE WIDTH @ BEARING WALLS, 607 MAX.
0 NON -BEARING WALLS.
5 2- 2X CEILING JOIST
W. A35 EA SIDE TO K.P. MIN- A
NOTCHES- MAX.DEPTH 25X OF STUD 6 4
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a NON -BEARING WALLS.
7. 3- 16d F.N. TO RIPPED
'KING POST z —DETAILS
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POST WHERE m
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HB
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PST
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HD6A
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FRACTION
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EXISTING T NEW 5 CONT. SHEARPANEL W/ BLK'G
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7 ROOF SHT'G PER PLAN
8 (E) 2X STUDS a 16" O.C.
-
b, IN 3- 2-2X BLK'G
C4 4- 4X GIRDER PER PLAN
5- A-35 EA. SIDE
6- 8"X 8" X2" P.T. PLATE
W/ %" DIA A..B.
251 D 13/aR, lyf,,
40Y D ' 3"
2!/
6-01 D 2" 31/4'. 41/4
LItj4 9 WALL FINISH PER PLAN 7- CONC. PIER
SECTION 2320.11.9- 2320.11.10 10 2X BLK'G 181, so. 8- 4X4 CRIPPLE POST
11 E.N. W/ 2- A35F TO GIRDER
20 KING POST 16 BORED OR NOTCHED STUDS NTS 12 SHEAR TRANSFER 8 CONCRETE PIER 4
DRAWN:
AL
CHECKED -
DATE: JUN-13-04
JOB NO:
SHEET NUMBER-
SDL-1"