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( SHEAR PANEL BLOCKING PER <br /> 6 6 G.S.N., U.N.O. ON PLAN <br /> 1 1 ( SHEAR PANEL BLOCKING w/ <br /> SHEATHING AND NAILING TO MATCH H <br /> _ _ _ _ SHEAR IUALL BELOIU OR PER G.SN., <br /> 3 WHICHEVER IS MORE STRINGENT o <br /> N M <br /> ® PROVIDE SOLID VERTICAL ` '�,� o rn <br /> 3 BLOCKING BETWEEN WEBS AND w °� �5 Lz <br /> FASTEN SHEAR PANEL BLOCKS TOLz CD rl_ <br /> 8 BLOCKING w/ (2) 16d AT 6" o.c. o 6' <br /> C3 W Q_ <br /> ® STRAP PER PLAN OR NOTE "A" <br /> BELOW. CONTINUE STRAP AND w = 0 0 <br /> BLOCKING BEYOND END OF M <br /> — — — — WALL/TRUSS AS SHOWN ON PLAN O <br /> CD M <br /> t5 CO <br /> ffij�— I — — t- - 11 S2 r-, <br /> CO N <br /> END LENGTH AND FASTENERS PER o „ <br /> STRAP MFR. TO DEVELOP FULL o 6' <br /> 4 4 STRAP CAPACITY c a' <br /> (N T, 10 ~ <br /> O 0 © (2) ROWS OF BOUNDARY <br /> FASTENERS U.N.O. <br /> 0 ALTERNATE LOCATION OF STRAP <br /> AI AT DRAG TRUSS (AS OCCURS) FIAT END OF WALL PER®. AT OPTION A, STRAP <br /> SHALL BE CONTINUOUS ACROSS <br /> ENTIRE LENGTH OF BLOCKING AND <br /> SHEAR WALL SHOWN ON PLAN Store: <br /> ® PROVIDE SOLID 2x BLOCKING TO KETTLEMAN & L. SACRAMENTO <br /> RECEIVE STRAP NAILING WHEN LODI CA 95242 <br /> 11 ALTERNATE PER Cl) 15 USED <br /> 2 <br /> (:D TRUSS MFR. TO PROVIDE 2x Restaurant #RC576 <br /> BLOCKING ON EDGE TO RECEIVE <br /> STRAP NAILING FOR ALTERNATE P4E-HV-M SCHEME A <br /> PER (1). TRUSS MFR. TO DESIGN <br /> TRUSS TO TRANSFER DRAG LOAD Professional of Record: NAME <br /> 12 NOTED ON PLAN BETWEEN <br /> 3 BLOCKING AND TRUSS BOTTOM PAR CHORD <br /> 10 PROVIDE CLIPS FROM BLOCKING <br /> TO TOP PLATE PER TABLE BELOW: <br /> A. WHERE NO STRAP NOTED ON PLAN, DESIGN <br /> USE 5IMP50N CS 16 w/ (14)Sd TO SHEAR WALL CLIP SPACING <br /> TOP PLATE/TRUSS AND (2)Sd AT BELOW <br /> 4 1/8" o.c. TO BLOCKING 5We-5W13 LTP4 AT 12" o.c. A r c hi t e c t u r a l <br /> B. AS AN ALTERNATE, BLOCKING AND SW15 LTP4 AT 8" o.c. Solutions Group <br /> 10 PLYWOOD SHEATHING MAY BE 5W17-5WI1B LTP4 AT 6" o.c. 1 101 Central Expressway South <br /> REPLACED w/ EQUIVALENT LTP4/A35 AT 10" Suite 100 <br /> PREFAB TRUSS-TYPE BLOCKING. 5W20 o.c. EA. SIDE Allen, TX 75013 <br /> TRUSS BLOCKING SHALL HAVE A NON-SW LTP4 AT 24" o.c. I CONTACT: EVERETT FIELDS <br /> 2x8 MIN. BOTTOM CHORD WHEN (D (469) 619-1164 <br /> IS USED. EFIELDS@PMDGINC.COM <br /> 11 STRAP PER PLAN OR NOTE "A" <br /> C. SHEAR WALL SHEATHING NOT STRAP SHALL BE CONTINUOUS <br /> SHOWN FOR CLARITY ACROSS ENTIRE LENGTH OF <br /> BLOCKING AND SHEAR WALL <br /> D. OPTION B MAY ONLY BE USED SHOWN ON PLAN SNEER <br /> FB AT GABLE ROOF WHERE ROOF IS ONE CONTINUOUS 4, <br /> PLANE (i.e. STRAP DOES NOT 12 EXTEND 2x4 BLOCKING BEYOND <br /> CROSS A RIDGE OR VALLEY) END OF WALL WHERE NOTED ON U Acm <br /> bd � o <br /> OVER ENTIRE LENGTH OF STRAP PLAN co w Q N <br /> 238 DRAG STRAP AT END OF WALL/TRUSS o =¢ Z o N <br /> 240-190638 NO SCALE <br /> 5�P <br /> 11 TRUSS MAY BE OFFSET FROM WALL O (2) ROWS OF BOUNDARY O STRAP END LENGTH AND <br /> AND CLIPPED TO TOP PLATE w/ FASTENERS FASTENERS PER STRAP MFR, <br /> LTP4 AT 24" o.c. UN.O. ON PLAN. <br /> LTP4 TO BE LAID FLAT AND (: (1) ROW OF BOUNDARY FASTENERS (2 EXTEND STRAP AND BLOCKING <br /> FASTENED UP INTO BOTTOM OF QI 02 FULL LENGTH OF WALL. <br /> TRUSS AND DOWN INTO TOP OF ® A35 CLIP (OR LTP4 AT SAME <br /> PLATE SPACING)WHERE NOTED ON PLAN. ® 44 BLOCKING <br /> INSTALL AFTER ROOF IS LOADED. Prototype : P4E- HV 2020 -2.0 RELEASE <br /> 1 WHERE VERTICAL GAP BETWEEN 5 ® STRAP PER PLAN. PROVIDE C516 <br /> TRUSS BOTTOM CHORD AND TOP w/ (2)Sd AT 4 /8" o.c. WHERE NO Prototype Issue Date: 7.14.2020 <br /> PLATE EXCEEDS 1/4", REPLACE — — STRAP NOTED <br /> A35 CLIP w/ (2) RBC FASTENERS — T Design Bulletin Updates: -- <br /> AT SPACING CALLED OUT ON ® SHEATHING PER SW SCHEDULE <br /> PLAN. VERTICAL GAP SHALL NOT 4 Date Issued: Bulletin Number: <br /> 9 EXCEED 3/4" <br /> ® LTP4 CLIP TO MATCH A35 — — <br /> a a a a a o <br /> I l SPACING <br /> O 2x6 LADDER BLOCK AT 24" o.c. — — 1ST BLDG. SUBMITTAL <br /> MAX. OR MATCH CLIP SPACING A. EXTEND BLOCKING AND STRAP <br /> PER PLAN. NAIL TO WALL TOP 3 ACROSS FULL LENGTH OF SHEAR <br /> PLATE w/ (3) Ibd WALL <br /> 3 6 <br /> ® lbd TOENAIL AT 12" O.C. <br /> (2) 16d <br /> 8 ® 2x4 HORIZONTAL BRACE AT 48" <br /> 1 I 4— <br /> O.C. <br /> REVISIONS: <br /> O DRAG TRUSS. LOAD PER PLAN. 12.22.2020 1st Building Submittal <br /> CLIP ENDS TO TOP PLATE w/ H2.5ADRAG STRAP AT TOP PLATE STEP 1 <br /> UN.O.ON PLAN z50-182108 No SCALE <br /> A� 239 TRUSS ALIGNED w/ SHEAR WALL 2 <br /> 10 (3) 16d 3 <br /> 4 <br /> 2 5 2 5 <br /> 7 <br /> A. OPTIONS A or B MAY BE USED 8 <br /> UNLESS ONE OPTION IS <br /> SPECIFICALLY CALLED FOR ON <br /> PLAN <br /> g <br /> B. THE A35 CLIP MAY BE OMITTED AT Sheet Title: <br /> g <br /> OPTION B BY FASTENING THE FRAMING DETAILS <br /> LADDER BLOCK TO THE TOP <br /> PLATE w/ (3)5D5I/4 x 3" WOOD <br /> SCREWS IN LIEU OF THE 16d NAILS <br /> C. AT PURLIN GABLE TRUSS, PROVIDE <br /> l0 10 2x SOLID BLOCKING TO RECEIVE Date: 12.07.2020 <br /> BOUNDARY FASTENERS. FASTEN <br /> A=7— BLOCKING TO DRAG TRUSS TOP Project Number: 202175 <br /> CHORD w/ 16d AT 6" o.c. WHERE <br /> PURLIN GABLE TRUSS MEMBER IS Drawn By: TA/CAD <br /> 4 PARALLEL TO DRAG TRUSS, E <br /> 5 4 PROVIDE BOUNDARY FASTENERS o <br /> 3 INTO PURLIN GABLE TRUSS AND o 0o <br /> CLIP TO DRAG TRUSS TOP CHORD a, <br /> w/ A35 AT 30" o.c. Sheet Number: <br /> B� TRUSSES STRADDLING SHEAR WALLD. AT OPTION B, TRUSS MFR. TO <br /> RIGHT 16 <br /> DESIGN BOTH TRUSSES FOR DRAG <br /> LOAD NOTED ON PLAN e n g in e e r s N <br /> 240 DRAG TRUSS AT SHEAR WALL oS56 J <br /> U� <br /> WW03-22 080304 NO SCALE Q <br /> N <br /> O C <br /> N L <br /> co co <br /> � V) <br /> N <br />