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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. VERIFY 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 2341-B-1 C.B.C.
5. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED
CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL
(NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY
CALCULATIONS.
6. LIGHT AND VENTILATION PER CA-C. SECTION 1202. MINIMUM OF 15
C.F.M. OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR
VENTILATION.
PLUMBING NOTES
7. ALL PLUMBING WALLS TO BE 2" x 6"
8. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM
OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED
STUDS ARE ACCEPTABLE.
9. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A
HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE SHOWER OR
TUB/SHOWER COMBINATION, MATERIALS SHALL BE OF A TYPE
NOT ADVERSELY AFFECTED BY MOISTURE.
10. GLASS ENCLOSURE DOOR$ AND PANELS MUST BE LABELED
CATEGORY If. NET AREA OF SHOWER RECEPTOR SHALL BE NO
LESS THAN 1024 SQ IN OF FLOOR AREA, AND ENCOMPASS
130"DIAMETER CIRCLE.
11. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT
LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT
OF THE STOOL.
12. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 6 AIR
CHANGES PER HOUR.
13. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES,
PROVIDE TWO STRAPS (ONE STRAP AT TOP 113 OF THE TANK AND
ONE STRAP AT BOTTOM 113 OF THE TANK),
14. ALL NEW WATER CLOSETS WISH USE NO MORE THAN 1.6 GALLONS
PER FLUSH.
ELECTRIC NOTES
15. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art
210-62 (a) -20 AMP. CIRCUIT DEDICATED TO EACH BATHROOM"
16. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION.
17. GROUND -FAULT CIRCUIT INTERRUPTER (GFQ PROTECTION
COMPLIES WITH NEC Art. 210-8: *'ALL 125 volt SINGLE PHASE, 15
AND 20 AMPERES RECEPTACLES INSTALLED IN BATHROOMS,
GARAGES, BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND AT
WET BAR SINKS.
STRUCTURAL NOTES
18. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR
BRACING TO THE EXISTING STRUCTURE WICH MAY BE REQUIRED
DURING CONSTRUCTION.
19. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE
SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC SECTION
2320.8.3 ALLOWANCES,
20. NOT OF EXTERIOR AND BEARING
INONSEARING WALLS
SHALL NOT EXCEED 261/1,140% RESPECTIVELY. BORED HOLES IN
BEARING/NONBEARING WALLS $HALL NOT EXCEED 400/o/600/o
RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED
HOLE NEARER THAN 6/8" TO THE EDGE OF THE STUD (2320.11.9
AND 2320.11.10)
21. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE
TO BE SHOWN WITH THE FULL LENGTH TRIMMERS, SPECIFYING
THE SIZE OF THE HEADER AND TRIMMER (2320.11.6)
22. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
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STRUCTURAL NOTES
CONCRETE
1, ALL CONCRETE UNLESS OTHERWISE NOTED $HALL BE REGULAR WEIGHT HARD ROOK
TYPE (150 'CU FT) AGREGATES SHALL BE NATURAL $AND AND ROCK CONFORMING TO ASTM
.-
3GRADE
JOIST, PURLINS 2'TO, 4" WIDE, 6 & DEEPER No. I
C-33 WITH PROVEN SHRINK AGE CHARACTERI$ITCS OF LESS THAN 0.05 %.
BEAMS, PURLINS OVER 4- WIDE No, I
SUBPURIJNS 7 TO 4- WIDE, 6 & DEEPER No, I
2. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-
LEDGERS Na. 2
94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301
STUDS 2'x4OR 3"x4" STUDS
STUDS Z,xe, NO. 1
1- CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR SLOW ALKALL
POSTS 5"x S"AND LARGER No. I
CONFORMING TO ASTM C-160,
SILLS, PLATES AND BLOCKING No, 2
4.- MINIMUM COMPRESSIVE STRENIGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
4.- SILLS AND PLATE$ IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" OF
GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO
FOOTINGS 2,500 PSI
THE FOUNDATION WITH 51&'DIAMP-TER x 10" LONG BOLTS AT 48" ON CENTER 17'MINIMUM
SLAB OR GRADE 2,6W 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 S/e'ANCHOR BOLTS AT 24" 01C.
S.- CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
6.- ALL NON BEARING STUD WALL$, SHALL BE 2" x STUDS AT 16"" O/C WITH SYV'GYP. BOARD
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
EACH $IDE, UNLESS OTHERWISE NOTED.
PERFORMANCE CAN BE ASSURED.
Z- ALL STUD WALL$ SHALL HAVE FULL HEIGHT 1" x 6" DIAGONAL LEFT -IN BRACES AT ENDS
7, ALL REINFORCING STEEL ANCHOR BOLTS, DOWELL$ AND OTHER INSERTS SHALL BE
AT INTERVALS NOT EXCEEDING 25 FEET 01C UNLESS OTHERWISE NOTED ON PLANS, BRACES
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 OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
9.- FIRE BLOCKING 2"x I %"THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26.
LEVELS AT EACH 10'HEIGHT OF STUDS AND BETWEEN STAR STRINGERS AT SUPPORTS.
9 EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH
10: JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS
CHAMFERS UNLESS DETAILED OTHERWISE.
OF V WHERE JOISTS ARE 2'x 12"OR DEEPER,
10, CONCRETE CONTRACTOR $HAL L BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE
I is MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK.
Tx 4'Q 16" O/C UP TO 14'-0"
2"x S"@ 16" OIC UP TO 20'-T
I I, NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95'F.
2"x 8`Q I S'OlC 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.
PLMO!2D
13: BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32' AND A MAXIMUM 1116'
LARGER THAN THE BOLT DIAMETER,
I, 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.
I, 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:
2 FEET
# 3 BAR AND SMALLER ASTM A- 61 S GRADE 40
# 4 BAR AND LARGER ASTM A- 615 GRADE 60
3, SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
AND APPROVED BEFORE COVERING.
2.-DEFORMATION REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
BENDING IN ACCORDANCE WITH ACI-318-95,
FOUNDATION NOTES
3, MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR:
I.- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOIL BEARING
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
EXPOSED TO WEATHER
EXPOSED TO EARTH 2"
CONTINUOUS FOOTING 1,000 P.8,F.
PILASTER, BEAM & COLUMN TIES I M."
ISOLATED FOOTING 1,000 P.S.F.
FORMED FOOTING AND WALL EXPOSED TO EARTH 21
2, ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3"
SLAB ON GRADE 2"
APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
3,- ALL FOOTING SHALL BE CENTERED ON PLASTER ANDIOR WALL AND COLUMN UNLESS
4.- SPLICE IN CONCRETE:
MINIMUM OF 36 BAR DIAMETER OR 12'WICHEVER IS GREATER.
OTHERWISE NOTED.
4: FINISH FLOOR (F,F) EXCAVATIONI SHALL BE AS NOTED ON GRADING PLANS.
S.- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1 85 AND "2.
5, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
6:ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318.95
INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PROPERTY
TALL 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.
6, ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
8.- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615
GRADE 60,
AND/OR SHEDULES.
7.- ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.O.)
9.- ALL REINFORCING BAR SENDS SHAL I L BE MADE COLD.
ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL
10.- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY
OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR.
BE REMOVED AND RELOCATED,
9-ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING
.- REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD SENT
I IEXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWING$ OR WITHOUT THE WRITTEN
(THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO 1
APPROVAL OF THE ENGINEER OF RECORD.
VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE
FOUNDATION POUR.
12.-ALL REINFORCING STEEL $HALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS,
WHERE LAP ANDIOR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED, 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,
LUMBER
13.- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSL
l.- ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION
23 (2001 C,&Q.
14.- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN V NOR 1
BAR DIA NOR I x MAX AGRAGATE SIZE.
2.- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
ENERGY (TITLE 24) REQUIREMENTS
INSULATION EXI WALLS R-13
-ATTIC R-30
FENESTRATION FENESTRATION U-FACTOR-O,,+rPMAX
ISHG&0,-40MAX
A/C EFFICIENCY N/A
RADIANT BARRIER EMISSIVITY LESS OR EQUAL TO 0.05
INSTALLED TO COVER ROOF 14-fraF4 AND
GABLE END WALLS AT ATTICS
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WALLS
UPPER
STORIES
We STUCCO —OVER PAPER —BACKED LAT W11 6 GA STAPLES6- 64 OtG @TOP & BOTTOM PLATES
EDGE OF SHEAR WALL AND ON FIELD (ICSO REPORT No. 1823, FES, 1973) OR (ICBO No. 1318,
180PLF
518@55"OIC
SfEI@55"OIC
FEB, 1973) OR (ICBO No. 1254, FES 1972) NOTE 4 AND 9 BELOW
16d@8`01C
318'PLYWD SRUCT 11 OR STD SHTG WITH Sd NAILS @ T O/C @ EDGES & 12" O/C FIELD
260 PLF
518 @ 3W O/C
518 @ 38"O/C
16d 0 61 0/0
(TABLE 23-11-1-1 U.B.C.) NOTE 10,10 &11 BELOW
318'PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4' OIC @ EDGES & 12" O/C FIELD
350 PLF
518 G 26' O/C
518 @ 26' O/C
116d 0 4" DID
(TABLE 23-11-1-1 U.B.C) NOTE 1, 6, 9, 10 & 11 BELOW
3/8"PLYIND SRUCT It OR STD SHTG WITH 8d NAILS @,V O/C @ EDGES & 12" O/C FIELD
380 PLF
5/8 @ 26"01C
5/6 @ 26" OIC
16d 0 4' O/C
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TABLE 23414-1 U.B.C.) NOTE 135A% 10 & I I BELOW
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3/6"PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ WO/C @ EDGES & 12" OtO FIELD
-
490 PLF
518 0 20' OIC
518-0 20" O/C
16d @
(TABLE 23-11-1-1 U.B.C. ) NOTE 1, 3,5,6, 9,10 & 11 BELOW
31121, O/C
31W PLYWD SRUCT 11 OR STD SHTG WITH Bd NAILS @Z' O/C 0 EDGES & 12" OIC FIELD
610 PLF
5/8@16"O/C
5/8@16-0/c
16d @
(TABLE 23-11-1-1 U.B.C. NOTE 1, 3,5,6,9, 10 & 11 BELOW
2 M" O/C
1/2'STRUCT IPLYWD WITH 10d NAILS @ 2' DID @ EDGES & 12" 0/0 FIELD
870 PLF
3f4 @ 16' OIC
3/4 @ 16" OIC
N/A
OVER 3X STUDS ABLE 23-11-1-1 U.B.C. NOTE 1, 3,5,6,9, 10 & 11 BELOW
NOTES:
I. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2X SOLID BLOCKING FOR WALLS TYPES 9 & 10, AND 3k SOLID BLOCKING FOR WALLS TYPES 11, 12,13 & 14
2.- WHERE SHEAR WALL SHEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. (LE. HALF THE OIC SPACING)
3,- USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATIONIFIRST FLOOR ONLY
4.- PAPER BACKED SELF FURRING EXPANDED METAL LATH ICSO APPROVAL
S.- GRAMING AT ADJOINING PANEL EDGE$ SHALL BE 3- INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED
6., WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6'01C ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS
OR FRAMING SHALL BE 3- INCHES NOMINAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED
7.- ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 518I x I U'A,R's @ 48'O/C UNLESS OTHERWISE NOTED ON PLANS
8, - ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7/32" SHOT PINS @ 32'O/C & 48" 010 RESPECTIVELY: 1. E. OZARK # H-67 ICBO REPORT 1280, MAY 1987
9.- USE 2 V2 x 2 1 a'x ail 6'PLATE WASHERS
10.- USE COX CC OR STD SHTG IN LIEU OF SRUCT It PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR, OTHER SPECIES MAY REQUIRE CHANGES.
I ,- AT EXISTING FOOTINGS USE REOHaY() WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICBO # 1372 MIN EMBED 7 1 IZ'
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2X
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FRACTION 2X6 2X8 2X10 2X12 2X14
OF JOIST -----------
D/6 1 2 2001 CBC HOLDOWN Z
D/3 11/4" 2%'!- 3" 3Y4-
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NTS
19 15 BORED OR NOTCHED JOIST
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WIDTH 0 BEARING WALLS, 60/ MAX.
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2X RAFTERS EILIK B.N 0
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24" O.C.. 0
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REVISIONS
SITE:
DEVELOPER / OWNER:
Aft,
Z
DRAWN: ARA
CHECKED:
DATE:
JOB NO:
SHEET NUMBER:
SD=l
P,PEPARED B
2X STUDS 6 16 " O.C.
W1 2X P.T.D.F. SILL
6"
PLT. 4 A.B. PER PLAN
04 REBAR DOWELL AT 24"
7
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LOCATION OF
RE INF. AT 2 - P.70URe
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04 BAR TOP 4 BOT
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MIN. SEE PLAN
CON.. FT'ds
PER PLAN
12" MIN.
CURB AT GARAGE
BITUTHENE
TO -MATCH
EXIST'G)
BUILT-UP
ROOF
2X RAFTERS
FT
4 RIPPEY/"!FT
BLK
B.N. <
TO ORAL
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OR WD. BM.
2-
PARAPET MJL,
2X ROOF JST
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PER PLAN
PER PLAN
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PER PLAN
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WALL & CL'G
4
FULL HEIGHT STUDS
22-0" ROOF OVERHANG
.S LINE
A-1
7
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WP 14" )< 6" G.1
'D
0 M t:
CALIFORNIA FRAMED CRICKET TO DRAIN GARGE \/ESCREENNTS
SCUPPER 1/4" 1 FT MIN.
O
00
x
2
t: A I/d,v FT
CL PI CH
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0
21'-5" GARAGE
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3 F06 V81 110 V OUTLET
S) se, FOR GAR, OPENER
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4X12 CONT. OF* 2 —00
(FULL LENGHT OVER SIMPSON
STRON WALLS)
16070 O.H.
GAR DR.
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_97'_oll
22'-0"
FULL HEIGHT STUDS
FLOOR & FRAMING PLAN ELECTRICAL LEGEND
CEILING MOUNT. FLUOR. LIGHT
ROOF SHEATING110V OUTLET
15/32" COX PLYWOOD (OR OSB), UNBLOCKED. WALL MOUNTED LIGHT
8d 0 6" O.C. SUPPORTED ENDS 9, BOUNDARY
8d 0 12" O.C. FIELD.
SWITCH
ROOFING
ROOFING MATERIAL TO BE
BUILT-UP ROOF INISTALLED PER
MANUFACTURER'S INSTRUCTIONS
AND PER TABLE 15-F UBC
SHEAR WALL SCHEDULE (1998 CBC)
SHEAR PANEL DISCRIPTION
EXTERIORON
FOUNDATI
ANCHOR BOLTS
INTERIOR
FOUNDATION
ANCHOR BOLM
TOP
ANCHORAGE I
SIMP. A35 (F)
STUCCO/LATH 16 GA SlT:'AP:L:E
S:
-------------
16" O.C. i
JS
COX PLY 8d 0 O 6"•/C 1 SIDE
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE W/ THE 2001
CBC, PLUMBING AND MECHANICAL CODES,
THE 2001 CEC AND LOCAL ORDINANCES.
2.. VERIFY ALL DIMENSIONS, 00 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 DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN
THE DRAWINGS.
4 ALL NAILING TO COMPLY W/ TABLE 23-11-8-1. CBC
000001WID
LET -IN
DIAG. BRACED"`\
600 TYP.
Z:
22-0"
FULL HEIGHT STUDS
'---coNcRETE
CURB- roll wjoE
CONCRETE SL 8 (4" THK. W1 100/100 uIWF
OVER 2" SAND OVER COMPACTED EARTH
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4N
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L 22'-0"
FULL HEIGHT STUDS
FOUNDATION PLAN
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60, /411- L"
14" X 6" GJSCREED
LARGE VENTS
G.I. STUCCO
G.I. STUCCO SCREEED
SCREEED
Aiw m,,
SOUTH Em a,
ALL EXTERIOR WALL TO BE SECURED WITH
12" A.B:S 6 12" O.C. WITH 7 MIN. EMBEDMENT,
(s 12" FROM ENDS MAX. AND 41/2'1 MIN. 2 PER FIEL
MIN.), UNLESS OTHERWISE NOTED,
AND WITH MINIMUM 2" )< 2" X 3/16" THICK PLATE
WASHER UNDER NUT 0 EACH BOLT.
STUCCO EXT,TO
MATCH HOUSE'S
G.I. STUCCO _j SECTIONAL GAR.
SCREEED DOOR
7\
L m 220'
0
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714
2017 W. ALCo AVE.
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CALIFORNIA 92703
MACIELALOMSN.COM
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