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12 SIMPSON M5TA30 AT EA, UI BOUNDARY FASTENERS UI BOUNDARY FASTENERS ( BRICK VENEER
<br /> TRU55/JOI5T
<br /> 0 EDGE FASTENERS U2 15/32" PLYWOOD w/ 106 AT 6" ac, U2 12GA HOHMANN BARNARD 345-5V
<br /> 13 SIMPSON H8 AT EA,JOIST EDGES AND 12" ac,FIELD
<br /> SEISMIC ANCHORS AT 24" oz, y
<br /> (3 (2)2x BLOCKING HORIZ.STAGGERED AND 16" ac, ,—
<br /> ® 2x6 STUDS AT 16" ac, (3) CONT,51MP50N CM5T12 w/ (2) 10d VERT,w/ SIMPSON 5D5 25300 TO W d o
<br /> ® 2x8 JOISTS AT 16" ac,wl LU526 AT 3 1/2" o c, EA,WOOD STUD ` x o C?
<br /> 1S BEAM PER PLAN HANGERS
<br /> © 51MP50N H10 CLIP AT EACH TRU55, (3) 16d ® EDGE NAILING U3 9GA CONT,WIRE TO BE LOCATED �y o rte'_©
<br /> TOP PLATE IN ANCHOR SLOT BUTT SPLICE
<br /> S o rn
<br /> © 2x8 LEDGER w/ (3) 16d TO EA, � BETWEEN ANCHORS � a C'0
<br /> 5TUD/TR,U-% AND (3) 16d TO EA, © ATTACK M55 TO TOP PLATE w/ 2 c i
<br /> BLOCK SIMPSON A34 AND (2) 16d 1 w
<br /> TOENAILS 3,
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<br /> 4x6 BLOCKING w/ W46 HANGER W "' coo
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<br /> ® SIMPSON 1/4x6 SD5 5CREW6 AT o
<br /> 10" 04, ® ALIGN 2x6 STUD UNDER EA,TRUSS CO
<br /> PROVIDE (2) 2x6 OR 3x6 AS co a>
<br /> ( SHEATHING PER PLAN OR REQUIRED BY SHEAR WALL �—
<br /> SCHEDULE SCHEDULE AT ADJOINING PANEL
<br /> EDGES
<br /> 10 15/32" PLYWOOD SHEATHING w/ IOd
<br /> AT 6" ac, (D SOLID 2x BLOCKING
<br /> 11 4x6 BLOCKING tu/ W46 DANGER 10 SIMPSON 1/4" x 6" 5D5 5CREW6 AT
<br /> 0
<br /> 10" 04, Store:
<br /> 11 SIMP50N HID CLIP AT EACH TRUSS YOSEMITE & COTTAGE
<br /> �— 12 2x6 STUD AT 16" ac,PER ARCH'L. �J
<br /> FASTEN STUD TO END OF ��/ BRICK VENEER ANCHORACE AT WOOD STUD WALL MANTECA, CA 95336
<br /> BLOCKING PER �I ,3 tu/ (2) 16d ff....��V!! 201- No SCALE
<br /> 10 9 x 4 ( 3 2x6 BLOCKING w/ (2) 16d TO EACH Restaurant #RC529
<br /> 12 STUD.SPACE BLOCKING 4'-0" o c,
<br /> S VERTICALLY,STAGGER BLOCKING U1 2x6 STUD WALL PER PLAN Professional of Record: NAME
<br /> x AS NEEDED ( DEADER PER PLAN
<br /> .1 1 12 2 13 o ( BRICK VENEER
<br /> 1 2PAR
<br /> "' ® L6x45/16 w/ (2)5D5 1/4x5" AT
<br /> (0" 04'
<br /> 3 13 1 Qj) DOOR PER ARCH'L DESIGN
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<br /> 2 10
<br /> 8 3
<br /> 3 Architectural
<br /> 11 6 4 6 4 Solutions Group
<br /> 1
<br /> 10 M 38 EXECUTIVE PARK,
<br /> SUITE 310
<br /> 2 2IRVINE, CA 92614
<br /> 1 1
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<br /> 1
<br /> 1 1 4
<br /> 1 1
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<br /> WOOD TRUSS AT WOOD BEAM ROOF TRUSS AT STUD WALL BRICK VENEER SUPPORT AT WOOD STUD WALL z
<br /> 212 212- N 210 210- NO SCALE 208 208- NO SCALE b 5�
<br /> O SCALE
<br /> J L �
<br /> (1 H55 3-1/2x3-1/2x3/8 AT 6'-0" ac, 4 Ul (3) 2x6 BLOCKING UNDER I 3 1 3/4 EA,END 2 3 (D 16d AT 6" ac,FROM PLYWOOD
<br /> 1 MAX, STUD/KICKER tu/ SIMPSON A35 EA, 4 TO BLOCKING
<br /> END IT I
<br /> S S 4 U2 L3x3x3/16x0'-3" STEEL ANGLE CLIP U2 3x6 BLOCKING AT 12" 0.c,W
<br /> EACH SIDE OF TUBE,WELD TO U2 51MPSON A35 w/ "8 WOOD SCREWSJx� Jx� 51MPSON A34 CLIPS EA,END
<br /> TOP OF TUBE W/ 3/16" FILLET 8 IN LIEU OF NAILS
<br /> 10 (3) 2x6 BLOCKING AT 12" ac,FOR Prototype: P4 EXTENDED-HV,SCHEME A
<br /> 3 PARAPET O 3/8" DIA,THRU BOLT EACH CLIP S (1) CONTINUOUS 2x8 BOTTOM PLATE w/ U (2)BAYS EA,SIDE OF WALL
<br /> S S 4 (2) 1/4x6" 5D5 5CREW6 AT EA, = CONNECTION Prototype Issue Date: 6.29.2020
<br /> ,-1 sECm 3/16 1 ® WORIZONRAL W553x3xl/4 6 BLOCK Design Bulletin Updates: INCLUDED
<br /> ® 6 L4x4xl/4x0- ANGLE w/ (2) P
<br /> 2x6 BLOCKING EA,SIDE OF TRUSS, ZZ ® EDGE FASTENERS 51MP50N 5D525300 WOOD Date Issued: Bulletin Number.
<br /> BOUNDARY FASTEN ALONG g 8 5CREU S TO PLATES AND 3x
<br /> BLOCKING (1) 2x6 AT 24" o.c.PARAPET WALL BLOCKING,PROVIDE 1 1/4" VERT, NOV.2018 1 &2
<br /> FRAMING,FASTEN BOTTOM PLATE SLOT IN ANGLE TO ROOF
<br /> © L3x3x3/16 ANGLE BRACE tu/ (4) %50 TO BLOCKING w/ (2) 1/4x6" 5D5 ILI BLOCKING
<br /> 1/4"x3" 5D5 SCREW6 TO BLOCKING r 8 5CREUro TO EA,BLOCK 1ST BLDG. SUBMITTAL
<br /> X i 1 (E) 3x6 AT 16" ac,
<br /> 3 2 CDTRU55 MFR TO DESIGN FOR 400* N 1 2 © 2x6 BRACE AT 24" ac,
<br /> 6
<br /> VERT.DEAD LOAD 4 SI-EATI�ING AS OCCURS
<br /> A S 3 (1) (3) 16d NAILS
<br /> I A, CUT DOLE IN ROOF SHEATHING FOR (1) BRICK VENEER A5 REQUIRED
<br /> 1 6 HSS, DO NOT OVER-CUT X 3/4" 3/4" JXJ ® 15/32" PLYWOOD 6WEATHING w/ 10d -1
<br /> SHEATHING AT 6" o c, 6 ® ROOF TRUSSES PER PLAN
<br /> 3
<br /> 1 9 (a) TRU55 TOP CHORD
<br /> 3/16 10 2x BLOCK w/ (3) 16d EA,BLOCK
<br /> CD 2 I1 II REVISIONS:
<br /> ;:. 11 TRU55 MFR TO DESIGN FOR 530 UP/DOWN FROM WIND AND WALL 1 0$-07-20 1st. Bldg. Submittal
<br /> 209
<br /> 3ROOF SCR�I AT WOOD TRUSS 211 WOOD PARAPET AT WOOD TRUSS ABOVE INTERIOR BRICK WALL AT TRUSS 2
<br /> 213
<br /> 213- NO SCALE 212-182108 NO SCALE 209- NO SCALE 4
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<br /> Sheet Title:
<br /> FRAMING DETAILS
<br /> Date: 7.23.2020
<br /> Project Number: RAC19024.0
<br /> Drawn By: CAD
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