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STRAP END LENGTH AND r (D TRU55 PER PLAN FASTENERS PER STRAP MFR 'D EXTEND STRAP AND BLOCKING (I) oz.2x4 JOISTS AT 24" o . w/51MP50N y 4 I A34 EACH END o (1) 4x4 BLOCKING I (1) 3/4" PLYWOOD SHEATHING. w/ 10d ` x o c6AT 6" oz. AT ALL EDGES nn 5 ® STRAP PER PLAN. PROVIDE C516 I A ( w cli w/ (2) 8d AT 4 /6" oz. W14ERE NO I3 3 ( ® LINE OF MECH. UNIT. VERIFY WT., `) o a — STRAP NOTED DIMENSIONS, AND LOCATION WITH � x a — 2 6 ARCH'L. AND MECH. ATTACH MECH. Q � SHEATHING PER 6W SCHEDULE 6 — — — — — CURB - - - - - - - - - - - - J UNIT CURB TO CURBw/ 1/4" x2" v cn -C) C::> 4 6 LAG BOLTS AT EACH CORNER X C m 1 i i =3 `� 4x6 SUPPORT BEAM w/51MPSON mm HUSTF HANGER oc c�' m o © 4x TREATED CURB w/ 1/2" LAG coo 4; SCREW AT 24" oz.AND WITHIN 4" cu A. EXTEND BLOCKING AND STRAP A. TRU55 MFR SHALL DE51GN FOR OF EACH CORNER RECE55 SCREW ~ 3 ACROSS FULL LENGTH OF SHEAR MECH.LOAD A5 NOTED ON MECH. 1" MIN. N 1/2" MAX.) INTO CURB AND WALL 5 5 AND STRUCTURAL DRAWINGS. PROVIDE 4" MIN. EMBEDMENT INTO 5 SUPPORT BEAM BELOW B. FRAME FOR DECK OPENINGS PER TYPICAL DETAIL. Store: YOSEMITE & COTTAGE 239 DRAG STRAP AT TOP PLATE STEP 237 MECHAMCAL UNIT PLATFORM AT WOOD TRUSS 1 MANTECA, CA 95336 250-182108 NO 5CALE 239-182108 NO SCALE Restaurant #RC529 11 TRU55 MAY BE OFFSET FROM WALL O (2)POW$ OF BOUNDARY (1) SHEAR PANEL BLOCKING PER AND CLIPPED TO TOP PLATE w/ FASTENERS 6 6 G.5N., UN.O. ON PLAN Professional of Record: NAME LTP4 AT 24" oz. U.N.O. ON PLAN. LTP4 TO BE LAID FLAT AND O (1)ROIL OF BOUNDARY FASTENERS 1 1 'D SHEAR PANEL BLOCKING w/ FASTENED UP INTO BOTTOM OF SHEATHING AND NAILING TO MATCH TRUSS AND DOWN INTO TOP OF O3 A35 CLIP (OR LTP4 AT SAME _ _ _ _ _ _ _ _ _ SHEAR IllALL BELOIU OR PER G.SN., PLATE SPACING) WHERE NOTED ON PLAN. WHICHEVER 15 MORE STRINGENT INSTALL AFTER ROOF 15 LOADED. 3 1 WHERE VERTICAL GAP BETWEEN (1) PROVIDE SOLID VERTICAL TRUSS BOTTOM CHORD AND TOP 3 BLOCKING BETWEEN UJE55 AND DESIGN PLATE EXCEEDS 1/4", REPLACE FASTEN SHEAR PANEL BLOCKS TO A35 CLIP w/(2)RBC FASTENERS BLOCKING w/ (2) 16d AT 6" oz. AT SPACING CALLED OUT ON g 8 A r c h i t e c t u r a l PLAN. VERTICAL GAP SHALL NOT �� ® STRAP PER PLAN OR NOTE "A" Solutions Group g EXCEED 3/4" ......... .,I;. .., „.. BELOW. CONTINUE STRAP AND ® LTP4 CLIP TO MATCH A35 I 1 I` BLOCKING BEYOND END OF WALL/TRU55 A5 SHOWN ON PLAN 38 EXECUTIVE PARK, I1 SPACING $ — — — — — — — — — SUITE 310 END LENGTH AND FASTENERS PER IRVINE, CA 92614 U 2x6 LADDER BLOCK AT 24" oz. STRAP MFR TO DEVELOP FULL MAX. OR MATCH CLIP SPACING 4 4 -I PER PLAN. NAIL TO WALL TOP STRAP CAPACITY IYAR PLATE w/ (3) 16d 3 6 O (0) 0 © (2) RODU5 OF BOUNDARY © 16d TOENAIL AT 12 o.c. FASTENERS UN.O. O (2) 16d 0 ALTERNATE LOCATION OF STRAP FAIAT DRAG TRUSS (AS OCCURS) FAIAT EIS OF WALL. PER®. AT OPTION A, STRAP e� tid 8 ENTIRE LL BLENGTH OF BLOCKING AND �W ® 2x4 HORIZONTAL BRACE AT 46" ��d o 11 O.C. SHEAR WALL SHOWN ON PLAN � O–� � ® DRAG TRUSS. LOAD PER PLAN LL Q Z O CLIP ENDS TO TOP PLATE w/H2.5A ® PROVIDE SOLID 2x BLOCKING TO UN.O.ON PLAN RECEIVE STRAP NAILING WHEN ALTERNATE PER 015 USED 1S/J�d IAI TRUSS MXN D W/ SHEAR WAIL 10 (3) 16d 11 2 ® TRUSS MFR TO PROVIDE 2x BLOCKING ON EDGE TO RECEIVE STRAP NAILING FOR ALTERNATE 2 100, PER 'D. TRUSS MFR.TO DESIGN TRUSS TO TRANSFER DRAG LOAD 12 NOTED ON PLAN BETWEEN A. OPTIONS A or B MAY BE USED 1 3 BLOCKING AND TRU55 BOTTOM UNLE55 ONE OPTION 15 CHORD Prototype: P4 EXTENDED-HV,SCHEME A SPECIFICALLY CALLED FOR ON PLAN ( PROVIDE CLIPS FROM BLOCKING Prototype Issue Date: 6.29.2020 g TO TOP PLATE PER TABLE BELOW. B. THE A35 CLIP MAY BE OMITTED AT A. WHERE NO STRAP NOTED ON PLAN, Design Bulletin Updates: INCLUDED g OPTION B BY FASTENING THE USE SIMPSON C516 w/(14)8d TO SHEAR WALL CL.P SPACING LADDER BLOCK TO THE TOP TOP PLATE/TRU55 AND (2)8d AT BELOW Date Issued: Bulletin Number. PLATE w/(3) 5D51/4 x 3" WOOD 4 1/6" oz. TO BLOCKING 5U11g-50113 LTP4 AT 12" oz. SCREWS IN LIEU OF THE 16d NAILS NOV. 2018 1 &2 B. A5 AN ALTERNATE, BLOCKING AND `6W15 LTP4 AT 6" oz. C. AT PURLIN GABLE TRUSS, PROVIDE PLYWOOD SHEATHING MAY BE SWI1-SWIG LTP4 AT 6" oz. 1ST BLDG. SUBMITTAL D 10 2x 50LID BLOCKING TO RECEIVE 10 REPLACED w/ EQUIVALENT LTP4/A35 AT 10" BOUNDARY FASTENERS. FASTEN PREFAB TRU55-TYPE BLOCKING. 500 oz. EA. 51DE BLOCKING TO DRAG TRU55 TOP TRU55 BLOCKING SHALL HAVE A CHORD w/ 16d AT 6" oz. WHERE 2x6 MIN. BOTTOM CHORD WHEN (DNON-SW LTP4 AT 24" oz. PURLIN GABLE TRU55 MEMBER 15 15 USED. PARALLEL TO DRAG TRU55, C. SHEAR WALL SHEATHING NOT 11 STRAP STRAP SHALL LAN CIN PROVIDE BOUNDARY FASTENERS BE CONTINUOUS 4 �✓ 3 4 INTO PURLIN GABLE TRU55 AND SHOWN FOR CLARITY ACROSS ENTIRE LENGTH OF CLIP TO DRAG TRU55 TOP CHORD BLOCKING AND SHEAR WALL w/A35 AT 30" oz. D. OPTION B MAY ONLY BE USED SHOWN ON PLAN AT GABLE ROOF WHERE ROOF 15 ONE CONTINUOUS B TRUSSES STRADDLING SHEAR WALL D. AT OPTION B, TRUSS MFR TO PLANE (1.e. STRAP DOES NOT 12 EXPEND 2x4 BLOCKING BEYOND REVISIONS: DESIGN BOTH TRUSSES FOR DRAG CRO55 A RIDGE OR VALLEY) END OF WALL WHERE NOTED ON 1 08-07-20 1st. Bldg. Submittal LOAD NOTED ON PLAN OVER ENTIRE LENGTH OF STRAP PLAN 2 240 DRAG TRUSS AT SHEAR WALL 238 DRAG STRAP AT END OF WALUTRUSS 3 W03-22 080304 NO 5CALE 240-190638 NO 5CALE 4 5 6 7 8 9 Sheet Title: FRAMING DETAILS Date: 7.23.2020 Project Number: RAC19024.0 Drawn By: CAD E a8 N Go w N °' Sheet Number: RIGHTvUQ o v c r: engineers N Nt S5m6o J CCQ G CO m N