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SHEATHING,
<br /> RE: SHEARWALL SCHED. PL. 1/2X5 1/2X1'-O" W/ (8)
<br /> 'SIMPSON' HU441F 'SIMPSON' SDS 1/4X3 1/2
<br /> DBL, TOP PL.
<br /> -WEEN
<br /> 'SIMPSON'
<br /> 10dX ROOF JOISTS, 2X FRAMING 2X BI OCKING BEI WOOD SCREWS INTO DBL 'TOP PL.
<br /> RE: PLANS SHEATHING, RE: SHEAR SSES
<br /> NAILS, 1RU
<br /> 1 1/2 RE: S4.1-12 FOR
<br /> WALL SCHEDULE
<br /> IYP -r EA
<br /> �2X BLOCKING 'SIMPSON' A34 A HIGH PARAPET BRACING ER
<br /> 2X FRAMING -7
<br /> A- w
<br /> (�o
<br /> B1460 00, -�p C5
<br /> _,SIMPSON' I
<br /> F _17--
<br /> -TRUSS
<br /> 3/16
<br /> SCREWS AT Y FROM
<br /> STAGGERED
<br /> to M
<br /> STUD FRAMING-- All ENDS AND 24" O.C� x
<br /> EDGE NAILING,' M, RE: PLAN -dEATHING w
<br /> ROOF SI WHERE OCCURS STAGGERED, U.N.O. ROOF SHEATHING
<br /> TYP. 2X6 STUDS
<br /> 4" 0.C, H S S 4 1-,0 L
<br /> TRUSS AT 2
<br /> AT 16" O,C., TYR
<br /> 0
<br /> INVERTED 'SIMPSON`i-----___ ___
<br /> r S _. .., _ ------- - -- , ``�. ., '
<br /> PL 3/8X6XHT OF CAP
<br /> 54,11_8 ECC066 COL CAP .......
<br /> 'SIMPSON' SIDS 1/4X4 112
<br /> DBL TOP PL
<br /> 16 1/4t(
<br /> SCREWS AT 12 O,C.
<br /> 1/4
<br /> 2 z
<br /> SIMPSON' HUC�l -------
<br /> T.O. OPENING
<br /> FACE MOUNT HANGER PL, 3/8X6XHT OF CAP 75
<br /> -------------
<br /> 'SIMPSON' U HANGER
<br /> I I l6ii
<br /> EA TRUSS
<br /> S H EAR 'y (a),I-,,
<br /> WOOD HEADER AT 2X SJUD FULL HEIGHT SHEATHING, RE:
<br /> L AT SIM CCNDTTION
<br /> 6X BL-OCKING B[WN OPENING, RE PLANS WALL SCHEDULE
<br /> 'SIMPSON' HU44TF
<br /> 04 SUPPORTS v? 0 z L'i L)�c
<br /> C* I"lo
<br /> J sll
<br /> HANGERS W1 16d STUDS AT TRUSS
<br /> W D 10�
<br /> BEAM, RE: PLAN—` ROOF JOIST, RE: PLAN
<br /> LOCATIONS T 0 z p.0
<br /> NAILS, TYP. 'SIMPSON' ECC066 �--,<,2 0
<br /> COL CAP
<br /> 11�)0 0
<br /> CO1v q
<br /> _..UMN, RE: PI AN �"OTE: ON ��j
<br /> LO (1)Z 0
<br /> SOWNFORFRAMING CLARITY
<br /> T'
<br /> X
<br /> 2'
<br /> CC
<br /> /_ oxg
<br /> ROOF OPENING FRAMING CANOPY FRAMING DETAIL 9 CANOPY SECTION 1TYPICAL ROOF FRAMING -�;0
<br /> OLO n Q -0 0)z `4 1
<br /> Z�2 PL DETAIL US f,
<br /> :z
<br /> SCALE T=T-0" `138CALE T-T-0- SCALE 1/2'40" FRAMING DETAIL SCALE 3/4" T-0'
<br /> 0 L
<br /> 16 3�c> 1 H>-03" �
<br /> 5 X, LL
<br /> co
<br /> <<mo
<br /> BEAM, RE. PLAN SCALE 3/4'=T-0"
<br /> DOUBLE JOIST, cD u-) cO E
<br /> 'SIMPSON' IT52.06/1 1.88- \ 1.1 __ - - -CONT. DBL. TOP PL., CORNER PL, W/ (8) 'SIMPSON' S '&, " 0
<br /> RE: PLANS (0 0 m 0
<br /> TOP PL,
<br /> HANGER, TYP. SDS 1/4X3 1/2 WOOD SCREWS LLJ m,
<br /> 'SIMPSON' 1616HT cr
<br /> -DOUBLE JOIST, JOISTS, RE: PLANS ------ STRAP EA SIDE OF INTO DEL TOP PL, < 04
<br /> RE: PLANS BEAM
<br /> .............
<br /> RE: PLAN
<br /> ------- 7 _177.1 __T 2X BLOCKING (_VI_ POST
<br /> Uj
<br /> ---'SIMPSON' A35 EACH
<br /> t7 SIDE OF LVL POST
<br /> Z 7_5
<br /> 0
<br /> �L� xv--
<br /> 0 U_
<br /> 'SIMPSON' LB1460 BOUNDARY NAIL
<br /> F0__0----------
<br /> EDGE NAILING ....... 3/16 2X6 STUDS
<br /> SCREWS AT 3" FROM CD
<br /> EDGE NAIL TO -TRANSFER SHEAR
<br /> ENDS AND 24" O,C. 6" O.C., TYP, w < c
<br /> // ROOF SHEATHING
<br /> TYP. AT 1
<br /> STUD FRAMING
<br /> C9
<br /> WHERE OCCURS STAGGERED, U.N.O.
<br /> 2X BLOCKING BTWN
<br /> ---- HSS 4X4 COL
<br /> INVERTED STUDS AT ROOF LINE
<br /> 1--l-HEADER, PER PLAN
<br /> SIMPSON HH6
<br /> P CONNECTIO'lI,
<br /> 4X6 SP4 GIRTS C"
<br /> 23"1 E.N.
<br /> A. 4!' RE: S4.1--5
<br /> (2) 1/2" DIA,
<br /> LAG SCREWS,
<br /> 2X CONT, LEDGER W/
<br /> -ERSINK
<br /> COUNI 3/16 1/4 (2) SDS 1/4 DIA,X6'
<br /> WOOD SCREWS EA STUD
<br /> 0
<br /> i
<br /> 'SIMPSON' HU46, 8X8 BRACES W/ 2 1/4
<br /> ------ SHEATHING, RE: SHEAR-
<br /> TYP. I/ THRU B 0 L FS, T.O. OPENING WALL SCHEDULE
<br /> ' _... - - a- _ — ..._._\� f 2" DIA. OF CAP
<br /> ....... PL. 3/8X6:(H'I
<br /> COUNTERSINK
<br /> ------ 2X TRIMMER, MIN. UXO.
<br /> COLUMN, RE: PLAN ROOF' JOISTS,
<br /> 2X12 SUPPORT 'SIMPSON' JB212 WOOD HEADER AT RE: PLAN
<br /> HANGERS, TYP. OPENING, RE: PLANS
<br /> 16d AT 12" O.C_
<br /> 0 CANOPY FRAMING DETAIL 'SIMPSON' ECC066 1� IYP,- -
<br /> COL. CAP
<br /> -0'
<br /> SCALE T=1' NOTE:
<br /> V, F_',-
<br /> NOT ALL FRAMING
<br /> ROOF OPENING FRAMING HEADER DETAIL SHOWN FOR CLARIFY ROOF FRAMING
<br /> 13EAM BEYOND, ----------
<br /> SCALE 1`4-13" SCALE T=T-0' RE: PLAN -0'
<br /> 17 14 28CALE 3/4' 1'
<br /> I i 78 3- 1
<br /> 'SIMPSON' A35 AT SIMPSON' 1-12.5 AT BEAM, RE: PLAN ,--'SIMPSON' 1616HI_ STRAP 4
<br /> EA JOIST, EA SIDE 48" O.C�, EA SIDE AT EA CORNER, OFFSET FRAMING DETAIL CONT. DBL. TOP PL,
<br /> -2X6 JOISTS AT 2X RIMBOARD STRAP LOCATIONS
<br /> 68CALF 3/4'=T-IT
<br /> 24" O.C. EA SIDE PL DETAIL
<br /> ............
<br /> /7-
<br /> —KN
<br /> .................
<br /> DOUBLE TOP PLATE —--------
<br /> EDGE NAIL t ---EDGE NAIL --------------------
<br /> 06 SUPPORTS
<br /> T.Q. PARAPET
<br /> CW/ ARCH, 'SIMPSON' A35 EACH
<br /> DBL -TOP �2 ....... SIDE OF POST
<br /> ------ DBI_ 'TOP PLATE ;-2
<br /> PLATE- MITER BEAMS 2X FRAMING
<br /> AT CORNER EDGE NAIL
<br /> NAIL MULTIPLE STUDS---
<br /> (2) 5 -OCETHER W/ 16d STUD FRAMING
<br /> /8" DIA. 4
<br /> TYP,
<br /> - BOTTOM PLATE
<br /> (4) 16d NAILS EACH -2X FRAMING LAG SCREWS, NAILS AT 16' O.C. CIO
<br /> CV ROOF SHEATHING ----- 4
<br /> BRACE COUNTERSINK F
<br /> 15 j _1 EDGE NAIL STAGGERED FROM ---------
<br /> 4X4 SUPPORTS 0:i,_� JOISTS, EACH SIDE)
<br /> 8X8 BRACES W/ (2)
<br /> BELOW W/ TOP TYPICAL 0 ------ RE: PLAN I SL CONT. RIM
<br /> 5/8" DIA, THRTJ BOLTS,
<br /> FLANGE HANGERS BOARD ___(10) 16d NAILS MIN.
<br /> SHEATHING
<br /> 2X4 BRACES AT EA--l", COUNTERSINK
<br /> 101
<br /> L_.__ -----------....... END NAILING, TYP,
<br /> STUD, ALTERNATE DETAIL 'A' z i
<br /> I AT 'ENDS
<br /> DIRECTION COLUMN, RE: PLAN
<br /> ROOF JOISTS,
<br /> RE� PLAN -------- NAIL
<br /> _7
<br /> i -," "-SHEATHING, RE: SHEAR DBL KING STUD R L IF-ADER
<br /> CANOPY FRAMING DETAIL "T, TRIMMER
<br /> WA-L SCHEDULE RE: PLANS D A I
<br /> SCALE T-T-0"
<br /> DOUBLE TOP PLATE- 08171 09---05--08
<br /> DRAvVN C C'3KF_1'
<br /> 2X FRAMING
<br /> CRK DMI
<br /> 7�1!
<br /> IV1,
<br /> ROOF OPENING FRAMING ROOF FRAMING DETAIL FRAMING DETAIL
<br /> (4) 16d NAILS AT EACH
<br /> 18SCALE 3/4' = T-O" 7SCALE 1'4-0' 38CALE 1"=T-O'
<br /> STUD CSHQA Quality Control
<br /> N-T -
<br /> _WN
<br /> j 10/24/08
<br /> 7 2X4 BLOCKING BI
<br /> SHEATHING
<br /> _WN
<br /> 2X6 BLOCKING BI
<br /> E: SKARWALL SCHEDULE
<br /> R
<br /> (2) 16d NAILS AT 3" O.C "'\
<br /> S31 14
<br /> BLOCKING BTWN
<br /> 2X4 BRACES AT 16" O.C. (14) NAILS TOTAL
<br /> JOISTS
<br /> RAFTERS AT 16" O.C. ROOF SHEATHING CONT,
<br /> ALONG BRACES ROOF JOISTS,-EX %
<br /> RE: PLAN ROOF SHI.ATFILNG
<br /> -2-- 0 2,�T_ 2'
<br /> 2XIS BLOCKING BETWEEN 3/8" DIA.X4 1/2" -
<br /> LAG SCREWS
<br /> --------....... -------------
<br /> y i- 'TRUSSES AT 12' 0.C,
<br /> .ROOF SHEATHING
<br /> C,
<br /> 2X BLOCKING W/ 'SIMPSON —-------
<br /> 2X6 NAILER CONT. W/ (2)
<br /> 2X6 STUDS ROOF SHEATHING -'SIMPSON' LS50
<br /> TRUSS AT 24!' O.C� 2X6 STUDS
<br /> AT 16" 0,C.
<br /> AT 16" O.C. Sos 1/031/2 WOOD
<br /> TS TOP DOUBLE TOP
<br /> 'SIMPSON' 1 1 Tj 1,�'
<br /> A35 -TO TOP PLATE t S4.1 ROOF SHEATHING SCREWS EACH JOIST FLANGE HANGER POSITION STUD AT PLATE
<br /> BOT. OF Pi- SPLICE
<br /> Z� FRAMING
<br /> TOP PLATE
<br /> 4X6 BLOCKING BTWN
<br /> CD DBL LSL CONT, LEDGER W/
<br /> JOISTS ATTACHED
<br /> --------....... 4'--0" MIN. BINN �PUCES
<br /> (3) 5/8" DIA.X6'l LAG
<br /> W1 U HANGERS TO _4 2X STUDS DETAILS
<br /> SCREWS AT 12" O.C.
<br /> 6X BLOCKING BETWEEN AT 16" O.C.
<br /> JOIST' cULL LENGTH 4X6 BLOCKING BTWN
<br /> \_ ROOF JOIST, RE: PLAN
<br /> TRUSS LOCATIONS
<br /> TfACHED FRAMING ca i
<br /> OF PARAPET WALL JOISTS A 2X I
<br /> -0
<br /> W/ U HANGERS I
<br /> BEAM, RE: PLAN
<br /> E
<br /> JOIST FULL I_E_NGTH
<br /> SHEATHING, RE: SH
<br /> 'SIMPSON' U HANGER EAR OF PARAPET WALL
<br /> I I WALL SCHEDULE JOIST, RE. PLAN
<br /> EA TRUSS COL,, RE-, PLAN
<br /> cD
<br /> C.) ROOF JOIST, RE: PLAN
<br /> 5
<br /> 7
<br /> W/ (2)
<br /> RU ROT FS
<br /> ----------------------------------
<br /> 000 SHEATHING, RE: SHEAR
<br /> E0�CD S4w1
<br /> `i; WAI.A_ SCHEDULE
<br /> E co
<br /> C',J (_ i ORIGINAL SHEET SIZE
<br /> ry CD
<br /> 9 FRAMING DETAIL PARAPET FRAMING DETAIL PARAPET FRAMING DETAIL ROOF FRAMING DETAIL TYP. TOP PL. CONNECTION
<br /> SCALE 3/8"4-0" 15SCALE 3/4`=T-0" 12 SCALE 3/4'4-0" 88CALE 3/4' = T-0' 48CALE N.T.S.
<br />
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