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CUSTOMER RECEIPT
n a b 19. LIGHT OUTLETS AND RECEPTACLE OUTLETS MAY 8E ON THE i
O O
G3G C►�O�io �C� O
SAME CIRCUIT PROVIDEDIT IS NOT ON ONE OF THE
TWO RE ,
OUIR 0 APPLIANCE -
E AP L ANC !
E CIRCUITS. CEC 21O 23 �
T __. a a-�..
1. GENEaAL CONTRACTOR- TO,VERIFY ALL.DIMENSIONS AND 1. C•30NDiNG COOUCTORS SHALL BE CONNECTED TOALL � receipt, Is provided for
N tiT NS ON JOB PRIOR TO START THE WORK. METAL OUTLET BOXES JUNCTION BOXES, AND .ALL ISOLATED Z0. ANEW ELECTRICAL SERVICE. IS USUALLY REQUIRED. IF EXISTING --
CO D O SITE
. i5 LESS THEN 1QQAMPS, F ___._._- onvenience. The €.'`l, �" _) Est= ,, j
Oft EQ15lON GUhfPRNY Pl,Ahlt�� AN0 n is subject �1ETA1. PARTS OF E�ECTRtCA� SYS�Ei�. �?�� �•� r'� _`' c
2. DISCREPANCIES, ERRORS, OMISSIONS , CONFLICTS, LOCATION OF NEW ELECTRICAL METER SERVICE, CALL 714 __-- __.,_._. _ t SItOW leC* ,�. ,,:.. r CEC 250-42; 250-- I i 4 ( ) i ()U = t() 973-565.3. CEC 23D-79(C) `ion and collection :� ��:�� x �r.••;
AND THE LIKE, APPEARING 1N THE DRAWINGS, SHALL 8E .t 2
�. < � P
BROUGHT TO THE ARCHlTCCT`S ATTENTIONS BY THE . 2. SPLICE BONDING -CONDUCTORS TOGETHER AND CONNECT 21. ALL JUNCTION BOXES SLICES, SHALL BE ACCESSIBLE ink. Your deposit
• • LE WHEN p,
,:... . :.. .. . ....:c..
CONTRACTOR BEFORE COMMENCING THE WORK. ONE TO GROUND SCREW ON RECEPTACLE AND t94ND TO WORK iS COMPLETE. MARE ALL SPLICES INSIDE Box, nt Isgoverned b
BOX iF METAL. IF PLS71C BOX IS USED SEE DIAGRAM. C 0 - E 3 0 t5, 345-14;370 _._...�-.,.... �s.. .w. .y law and the
C
3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, CEC 250-114 �.- ; ,. { „+
SECTIONS, OR DETAILS ON THE STRUCTURAL DRAWINGS. c 22. BATH ROOM RECEPTACLES SHALL BE SERVED BY DEDICATED _ _ onditions of
LARGER SCALE DETAIL DRAWINGS SHALL TAKE PRECEDENCE 3. DO NOT INSTALL MORE CONDUCTORS IN BOXES THAN 20A. CIRCUITS NEC. SECTION 210-52 (d) ---- - a reement(s}
OVER SMALLER SCALE DRAWINGS, AND NOTED DIMENSIONS ELECTRICAL CODE ALLOWS. CEC 370-6(a)-4., _.__: g t i r1c( free `e banking!
SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
_.._-f N Thank you E $o he Veri
4•_ BEFORE CALLING FOR ROUGH INSPECTION, STRIP CABLES �eSS W}th ask cl esUt our award -winning Ord s`nr►iog service tcadcly:
AND MAKE SPLICES. LEAVE AMINi},IUM OF SIX INCH TAILS U VO U t�� �California.." Far consumer and small business accounts only. Some restrictions apply.
4. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE -�' Y PPY•
FROM FACE OF BOX. DO NOT INSTALL SWITCHES.
STATE AND LOCAL BUILDING CODES AND ALL OTHER i''' I :.V-0512003) 05 Go to uboc.com For details. Member FDIC
RECEPTACLES OR FIXTURES CEC 300-13(b); 30014 f
GOVERNING CODES, pR01NANGES, .REGULATIONS AND LAWS,
1. EXTERIOR LATH & PLASTER CONFORMING TO SECTIONS 7506 & 2508 BUILDING CODE: UNIFORM BUILDING CODE. _ 2041 5. DRILL ALL HOLES FOR FLEXIBLE METAE CONOU#T/CABLES & U.B.C. / SOLID BLOCKING BETWEEN RAFTERS & SIM. PROTECTIONS. €
NON-METALLIC SHEATHED CA13LE (Romex) IN CENTER OF (SEC. L 9KI
S. ALL ASTM. DESIGNATIONS SMALL BE AMENDED TO DATE WOOD STUDS, ETC. iF HOLES ARE LOSTEEL PLATE MUST BE SER THAN 1-i/4" TO :. 1
UNLESS OTHERWISE NOTED.2. FOR EXTERIOR STUCCO. A WEEP SCREED AT OR BELOW THE FOUNDATION
SURFACE OF WOOD NEN8ER5, A i }6 PLATE LINE j SCREED SHALL CONFORM TO THE FOLLOWING: 26 GA.
8. ALL DOORS &WINDOWS SHALL BE WEATHER TIED & USED. CEC 300-4 MIN. CORROSION RESISTANT MATERIAL. 3 1/2" MIN. VERTICAL'
PROVIDED WITH INSECT SCREEN -METAL. DOOR & WINDOW
SHALL BE IN COMPLIANCE WiTH ANSI. STD. A13 OR A1342. 6. RECEPTACLES AT THE FOLLOWING LOCATIONS SHALL BE PR- ATTAGHEMENT FLANGE. 4" MIN. ABOVE GRADE. (SEC. 25065 C CP) __ .....,..
t I w
OTECTED BY A GROUND FAULT INTERRUPTER: 3. STUCCO LATH & DRYWALL SHALL BE NAILED TO ALL STUDS & TOP'
i �•
BOTTOM PLATES. s"
' 7. GLAZiNG &INSULATION SHALL CONFORM TO THE STATE A. IN BATHROOM. c: . ....:. �! -:. •' .:.G.V v I
' t
ENERGY iN5UL. STANDARD.
S.
. BASEMENTS AND GARAGES WHEN NOT DEDICAED TO A 4. USE 2-15# FELT BACKING WHEN STUCCO IS APPLIED OVER PLYW000.
1
8. ENCLOSED ATTIC SHALL 8E VENTILATED BY MEAN OF FIXED APPLIANCE. U.B.C. SEC. 2501. 4.
Mile
C. ON THE OUTSIDE OF THE BUILDING BELOW SIX FOOT 51X
SCREENED EAVE VENT &END WALL WITH MIN. NET AREA OF INCHES.
r, CO
2.
Imla IN
i •;
1/150 OF VENTILATED AREA - TOTAL AREA OF VENTS:
.. .:y.
SQ.FT. D. WITHIN SIX FOOT OF A SINK CEC 210-8 0
( t /150) a a
OR A ONE. FAMILY DWELLING, A7 LEAST ONE .RECEPTACLE
T TUB S. ,
9. &SHOWER: WALL COVERING TO BE MOITURE 1. LUMBER: - USE DOUGLASFiR LARCH
RESISTANT FROM. FLOOR DRAIN TO 70" ABOVE - GLASS OUTLET SHALL BE INSTALLED IN EACH BASEMENT AND iN /4 8 FULLY TEMP. OR 1 -STUD: CONSTRUCTION GRADE
ENCLOSED DOOR & PANEL MUST BE 1 " EACH ATTACHED GARAGE, AND IN EACH DETACHED
/ - 2X- & 4X- JOISTS, BEAMS = N 2
LAM. GARAGE WITH ELECTRIC POWER. AT LEAST ONE RECEPTACLE - 4X- POST = N 2
OUTLET ACCESSIBLE AT GRADE LEVEL SHALL BE INSTALLED - BEAM 5 OR THICKER N 1
10. PROVIDE WATER-RESISTANT GYP. BD. BACKING AS A BASE OUTDOORS. CEC 210-52
FOR Ti �
2. CONCRETE: TYPE V CEMENT: 2500 PSI 0 28 DAYS
LE OR WALL PANELS FOR TUB &SHOWER ENCLOSURE r
.. D/6%
OR WATER CLOSET COMPARTMENT WALL.. 8° AT LEAST ONE WALL SK7TCH-CONTROLLED LIGHTING OUTLET @ FOUNDATIONS SLAB ON. GRADE �
. SHALL BE INSTALLED IN EVERY HABITABLE ROOM; IN BATH.- .__ ......_,. _..... '�' ... ........ .:.... ......� _.. __:.:. _�...._ _....... _ •
11. EXTERIOR DOOR SHALL BE SOLID CORE DOOR OR 3. KEBABS ROOMS: HALLWAYS, STAIRWAYS ATTACHED GARAGES AND
: GRADE 40 STEEL. ASTM. 615.(' rvM� E
TEMPERED GLASS W%DEAD BOLT PER SECURITY ORDINANCE. DETACHED GARAGES (viTH ELECTRIC POWER), AND AT OUT-
DOOR ENTRANCES OR EXITS. IF STAIRS HAVE MORE THAN 5 4. FOUNDATION: ASSUME SOIL PRESSURE IS 1000bs. PER SF. AS PER
12. DOOR TO 'GARAGE SHALL BE SOLID CORE DOOR W/CLOSER STEPS THEN SWITCHING REQUIRED AT EACH FLOOR LEVEL.' U.B.C. TA5L # 181A.
1
AND WEATHER STRIPPING. i" MAX. DROP PER SECTION. CEC-210-70 5. FLOOR SHEAT'G: 5/8" APA.. RATED-CDX PLYWOOD T. & G.(32/16) .,
b 3304 (1) OF U.B.C. l
9. FOR HALLWAYS OF LOFT, OR MORE IN LENGTH AT LEAST ONE WITH 10d COM. NAIL '@ 6" E. - 10" F.
RECEPTACLE OUTLET IS REQUIRED. CEC 210-52(h)
6. ROOF: -TIMBERLINE-GAP/ASPHALT SHINGLE -CLASS A. ICBO
1D. FOR HALLWAYS OF iOFT. OR MORE IN LENGTH AT LEAST ONE - #ER5546 OR APPROVED EQUAL OVER VS Ib. FELT OVc`tZ
Ic
RECEPTACLE OUTLET IS REQUIRED. CEC 210-•52(h) 111 -
lyZ PLYWOOD SHEATING (24/0)WITH 8d COM. 0 6"E.
- P LANCE BRANCH CIRCUITS REQUIRED 12 F. --
11. THE TWO OR MORE 20 AP L '
N 20-4 b SHALL SERVE ALL RECEPTACLE
BY SECTION. 2 O
OUTLETS INCLUDING REFRIGERATION EQUIPMENT, iN THE KIT- -ROOF DIAGRAM NAILING TO BE INSPECTED BEFORE �}
CNEN, PANTRY, BREAKFAST R40M, DINING ROOM, OR SIMILAR COVERING.
_
AREA OF A DWELLING UNIT. SUCH CIRCUITS, WHETHER ,TWO
HAVE NO OTHER OUTLETS.. -FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR
1 �..._ OR MORE ARE USED, SHALL N E
COUNTERTOP OUTLETS SHOULD BE EQUALLY SERVED BY TO SUPPORT.
-~----�-� THOSE REQUIRED APPLIANCE CIRCUITS. CEC 210-52
-v-...af. - , 12. SEPARATE CIRCUITS ARE REQUIRED FOR PERMANENT APPU- ' I_Td
j ERS, GARBAGE DISPOSAL, AIR -d Q
ANCES SUCH AS DISHWASHERS, _.
:_: 150, _ 3 .. O _
pLUMQoH' HoT�
CONDITIONERS, FORCED A TING NITS, COOKING UNITS, o �'
_.._ ..... ... r L ETC. CEC 220 ► I i _
r ,•# �- �- `�� ` k RS F !R ILEA U
---_
13. SMOKE DETECTORS SHOULD RECEIVE THEIR UNSWITCHED POWER ��' �' ��-• <•-,-.,
_ FROM EITHER A UGN7 OR RECEPTACLE CIRCUIT W/ BATTERY 1: PROVIDE A MiN. OF 3" DIAMETER SEWER/DRAIN LINE WITH 2% MiN. i
SLOPE
_ ..... _ J� P1`itielE3 BACKUP
E. _. _.. .._-__.... l� 1 / 4, ELECTRICAL CONDUCTORS TO ALL DETACHED BUILDINGS OR V F R H W R &TLIB-SHOWER SHALL BE OF THE X.
d . 1 EL 2. CONTROL ALVES 0 S O E
I# ,
�t O
i STRUCTURES SHALL BE INSTALLED UNDERGROUND IF ALTE- PRESSURE BALANCE Of THERMOSTATIC MIXING VALVE TYPE. ,-
rRGROUND. C,410.7 UBG
_ RED. AFL NEW INSTALLATIONS SHALL BE UNDERGROUND.) 5E .
O T tj SAME 41-626 P
�- 15, FLEXIBLE CONDUIT AND NON-METALLIC SHEATH CABLE CANNOT
3. MAX. FLOW RATE STANDARDS SET BY THE CALIFORNIA ENERGY
-- _.... ,.. C 6 0
COMMiSS10N
7151�7
_ . BE INSTALLED EXPOSED. CEC 33 : 35
WATER CLOSET 1.6 GPF
v
_....... G �,l �f . V .. ....._... .t m _._...._ _...._ -EXTERIOR)r1f3
SHOWER HEAR 2.5 GPM f Y`l
16 SPARE FUTURE RACEWAYS ATTIC, CRAW SPACE,
! A B INSTALLED 0 ALL NEW FLUSH SERVICES. AND LAUNDRY FAUCET 2.2 GPM -= �
• O SHALL EN
.. _ _ __.. �7 INK FAUCET 2.2 G 44
/� SUBPANELS. !CEDS CET PM •
,
17. ALUMINUM CONDUCTORS NOT PERMITTED iN SIZES 14 THROUGH 4. .ACCESS PANEL (12"X12") REQUIRED FOR TUB TRAP SLIP -JOINT OR
2...
1121/
_ -� Y-/...-_." �„� _t..3...� _!"'r _... `. :i..rr'. V.' I..�.....�
. t,..�.F�.... .��--�^
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,
LEGEND
ITEM'
. SYMBOLS
DESCRIPTION
s3
3 WAY SWITCH
2
SWITCH
3
OUTLET ( GF1, AS REOUiRED )
4
CEILING MOUNTED LIGHT FIXURE
5
WALL MOUNTED LIGHT FIXURE
6
CHANDELIER --
1
�11
RECESSED LiGHT FIXiuRE
8
®
ELECTRIC SMOKE DETECTOR ' W / 6 AlP r L-tR Y
iL,+1GK.0 P
9
®
BATTERY SMOKE DETECTOR
i0
EXHAUST FAN N/FLORESCENT LIGHT
it
hi
WALL WASHER
12
EXISTING WALL TO BE REMAIN
t3
NEW WALL
t+
Ex15T;4�., wA4,49 13 C= F�EMavEi
l 5
777TTr,177777-
2x6 t`LU M fN N<S, WriU,
Shear Wail Na..
Construction
Allowable
Shear
Shear Transfer
Anchor
Bolt
SIR
Plate
Nails
A35
st
7/8" STUCCO, over paper backed lath, with
16 gauge staples @ 6" o.c. @ top and bottom
plates; edge of shear wall and in field
180 PLF
16d @ 8"
24"
O.C.
5/8" �,}a
48"
2x
6
3/8" Structural Sheathing with 8d nails @ 6",
o.c. @ edges & 12" o.c. @ field
260 PLF
16d @ 6"
20"
518" @
24"
2x
'
4
3/8" Structural Sheathing with 8d nails @ 4"
o.c. @ edges & 12" o.c. @ field
350 PLF
16d @ 4"
16"
5/8" @
16"
2x
g lining panel edges shall be 3 nominal and nails shall be staggered where nails are spaced 3 o.c. or less.
Framing member at adjoining �� „
(0
Panel joints shall be offset to fall on different framing members; or framing shall be 3" nominal or wider at adjoining panel edges and
nails an each side shall be staggered
NOTE; STRUCTURAL SCATHING SHALL CONFORM TO UBC STANDARD 23-2 OR 23-3.
lt.X.�O PFkW= ON NM 1000N 0k8Ar4%V f*
R
REVIMONS BY
NOTES
' 60X MAX. STUD.WIDTH BORE 1. BORING OF MORE THAN TWO 2 X STUDS
2' DIA. MAX. AT 2X4 STUDS, SUCCESSIVE DOUBLE STUD$ 1- PLYWOOD SHT'G TO CONTINUE @ 1 G" O.C.
SHR. PANEL
8 1/4 •FAA. MAX. AT IS NOT PERMITTED: BEYOND 2X8 BOARD .. .. •
2X6 STUDS 2. NOTCHING AND BORING IS
NOT TO OCCUR IN THE SAME 1 2 3 4 2- ROOF SHT'G EDGE 7/8" STUCCO W/ WIRE MESH, WHERE OCCURS
STUD SECTION. NAILING
BUILDING PAPER.
3, THIS DETAIL IS NOT TO BE USED -
" 2 X SILL PL. Wj ,.:,...
AT. SHEAR WALLS WITHOUT TFE 3- 2x8 BOARD NOTCH AS EN. . 5f8" DIA. A.B. .a 32" O.C. 2 x STUDS @ 16" O.C.
PRI�iR AURAL EN OF THE REQUIRED WITH (3) A. 3S F 2 x 4 P.T.D.F SILL PLATE WITH W R-13 INSULATION.
STRUCTURAL ENGINEER, `
QOU.Q STD 16d s PER ROOF FLAT @16 O.C. TYP. U.N.O. /
RAFTER FOLLOWING 5/8"0 A.B. 7" MIN. EMBEDMENT
LINE OF CALIFORNIA AT NOT MORE THAN 6'-0 O.C.
WIDTH OF STUD MA> i-- PLYW'D. SHT G. 2x2x3/16 PLATE WASHERS
2x - BLI<G.--�---'..
ONE BOLT IS REQUIRED NOT LESS ON EA. BOLT.
6oz MAX, STUD WIDTH BORE , /—"TYP, ALL STUDS FRAMING. THAN .7 BOLT DIA, OR MORE THAN
2' DIA. MAX. AT, 2X4 STUDS — +� �
4- PLYWOOD ROOD SHT'G 12 OF EA. END OF MEMBER AND
s 1/a' aA: MAX. AT 2x6 sfUDs EN �: 2x - R. RAFTER z Q
2
5- 2x CALIFORNIA FRAMING 016 O.C. O _. i A. MIN. OF 2 BOLTS ARE REQUIRED
Z PER MEMBER.SEE SHR.WALL SCHD. 4 THK.CO
(2x4 AT 24 O.C. 6'-0" � �'' `' U to NC. SLAB W
5/e' MIN. EDGE FIN. _GRADE _ / -
FOR A.B SPACING @ SHR. WALL
DISTANCE TYP.
40% MAX, NOTCH SPAN, 2x6 AT 24" O.C. � 3@1& O.C. EA. WAY
�'` �3 1 8/8' MAX. AT 2X4 STUDS 10'-=0" MAX. SPAN
ALL STUDS 2 1/6' MAX. AT 2X6 STUDS } d. #
NON-13EARING STt S 6- ROOF RAFTER OR TRUSS 4x- BEAM : < WEEP SCREED PER SEC.
6
7- VALLEY LINE PER CROSS 2506.5. UBC
C v WIDTH OF STUD MA) SECTION ABOVE z FINISH GRADE -- Q I a v
a0% MAX. STUD WIDTH BOP,. /"-''YP. /^'LL I UDC ( - -
3/81 DIA.,MAX. Al 2X4 $110StC Y 1
2 1/8 DIA. MAX: AT. 2x6 STUDS'9 8- CALIF. FRAMING OVER I SHEAR PLAN C) a
CONT. ROOF SHT'G BELOW ((SEE-PLAN)i �
9- (1) BAY WIDTH x 30 •:• ... ... F..:,
�, ACCESS 1 .. .. •
10 , -.
5/8' MIN. EDGE 25% MAX, NOTCH
I 7/8 MAX. AT 2X4 STUDS _ _ _ _ a
�-- AND VENTILATION OPENING t
DISTANCE TYP,
ALL STUDS 1 3/8,
MAX. AT 2X6 STUDS - _ _ - PROVIDE 2x BLK.> G AND . i 2x- STUD WALL 4
EDGE NAILING OF ROOF 2# 4 T. & NAT. GRADE
EXTERIOR DEARING STUDS
SHT'G AROUND OPENING � �„ � - • ° 4 • 2" SAND
CONT.
1,-6„ 2 STORIES
• . � #4 TOP
' 10- • MtN. 12" FROM POINT OF 1'-0" 1 STORY
BOTTOM
•
�T�® NOTCHING SUPPORT"
SEE PLAN
1,_3": 2 STORIES
1,_0": 1' STORY
J
609.5 UPC 520.0 UPC
Unions or flexable Type "B" vent
Pipe
514.0 UPC
E(l
Vent Connector
EXTEND TO END OF SHEAR CS18 0/ SHR'. PANEL O/ 4x4 BLK G.
.. .: PANEL OR 6' LONG,
W 8d @EVERY OTHER HOLE TYP.
4 A. 1G� _RtSISTENT
WHICHEVER IS LESS EA. CORNER. M ?'T v�'"t C- `�' fi" Lf"c�a �'I 1 N G
2 X RAFTERS
605.2 UPC
Cold Water 124'-� We 0Tft C.)r�T. e:�'N 15 f'E•i.--T 1/2" THK. EXTERIOR PLYWD. 2x STUDS 016" O.C.
Shutoff Valve 24 MIN. It
521.0 UPC
Draft Hood
FJ
510.5 UPC
S is is Strap's
608.3 UPC 1211.15 UPC
Temp. & PresAccessible Gas
Relief Valve shut Off
Valve
608,5 UPC
Drain to outside 1212.0(1) UPC
of Building or Gas Appliance
Approved Location ---Connector
3' Max.
510.1 UPC
510.3 UPC 18" Min
B.N. P.T. D.F. SILL PLATE W/
.1.6 . A.B. SEE DETAIL A/A-1
J. . _ ..
r �t1r N
WR/1°�'FT R 2x 8LK� CONC. SLAB
!2
1x-' STARTER BOARD � � . SIMPSON " A-35
SHR: WALL '
>
SrHO,
2 x- FASCIA 2x CLG. JST. WHERE OCCURS a '°
FLA\T `tall Wj R-30 INS:
�J��T = v #4 AT T & E
E , Rt�.F -T-----%'� �� . �'�`�C�'SHEAR WALL
3 WHERE OCCURS
2 X 0 16 0.C. „
''� 1 _ �}
TO MATCH ' WITH R-13 INS.
J -
Ems-nNG-
6"-24" Garage 4x4 POST W/ SIMP. HOLDOWN INSTALL HD ON RETURN
Location Platform PER PLAN, WHERE OCCURS. WALL AT CORNER i
AM
_ 4
i
" 2x4 FLAT @36O.C. MAX.
-
1X6 SHIPLAP 2x.-ROOF RAFTERS
2-16d NAILS
E.N. C."fta0D-Q Tflt
640T 4 W/
•
DBL. 2x TOP PLATE
HEAD ER
s
�
c
�:rr�s
rra.
rr:
h� G� tki � • `` Fri.-'�'t�.lt-� jr^j'� - J/`,,i' // A .35 016" O.C.
r� C
PLYWOOD 2 2x -- PLS t
SHEAR PANEL ` ,P✓
(AS REQ'D) -
TO F106f
5 4 t T6
Q
• ® , �' , 4x STUD DEPTH
BOLTS & SPACING
PER MFG_ SPECS. SIMPSON H.D. & STAB
BOLT PER PLAN
Aa.` :�r� cts .. ° yr ,}. v�v k a�kEF, a� 'i 1-.� F_ -: hY -
ROOF e'tEAYING
TOP OF CONC. SLAB
��� � � �::�yr c�. =t.. k~l. �e� .yi} t�$'�'�} Z� � { ''4"n�r+'4Ya SILL PLATE _
SEE FND. PLAN
EDGE NAI2 DF
� -
L.iNG FOR REINS.
7I? xPT
r EN Rri0lr RAFTER
q 2x- BLKG .
HEADER SIZE SHALL MATCH NOMINAL WALL '" '' -
Atx,<tiA' THICKNESS X12'MIN.NOMINAL DEPTH SIMPSON ST 22
LSTA24STRAP (MIN.)AT/ ;, IX —STARTER BOARD
axw�arui BEAM TO POST , — -- -- z
a� thSSt,ts, z Q .. a
- A.35 SEE SHEAR _j 44. , m 'ia >
s : ":-• ;' . 8' tvi1N. 16' 4" MAX. USG (l —_ . �_
r 50HEDULE ,
4"
SUPPORT Z.
SUPPORT POST
=a a o BY OTHERS
• O
`, to , o
H STHD10
..3..i ��yd :S '•; ••.' CURB HOLDOWN(MIN.) F FTE
't 2x6 ROO RA R
t� 2x RIDGE BOARD @ SAVE
OR 4x BEAM
s r COLUMN BASE _ --
,; DETAIL BY OTHERS I
16 d -- TOE NAILS
OPTION: * TRIM ROOF RAFTERS TO MATCH
2x6. @ EAVE THRU OUT THE ROOF.
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a
r �
s
!
r
MODEL
"A'
"B"
"C"
SSTB. BOLT
HD2A
9„
1 r. 61
16"
SSTB: i
HD5A/HTT22
12"
23"
20"
SST824
HD6A
12"
31"
28"
SSTB34
HD8A
12"
31,
2811
SSTB34
HDA10A
12"
31 °,
28"
SST834
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