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ol 4'-0" LAP (MIN.) <br /> W/ 16d NAILS @ 6" O.C. <br /> FACE NAILS @ 3" O.C. (STAGGERED) 2x6 @ 16" O.C. <br /> DBL. 2x BLK. Architecture / Development <br /> BETWEEN 2- 2x6 BLKG. W/ A35 CLIP EA. END <br /> TRUSSES (SIDE) AND A34 EA. END (BOTTOM) 14901 Quorum Drive <br /> SIMPSON DTC TRUSS PLYWD. DECK BOUNDARY Suite 300 <br /> EDGE NAILING NAILING Dallas Texas 75254 <br /> NOTE: IF LAP IS LESS THAN 4'-0" SPLICE PER O WALL a PLYWOOD DECK Fa (972) 239-584 <br /> Fax:(972)239-5054 <br /> OA WALL PERPENDICULAR TO TRUSS > ISSUE RECORD <br /> DATE DESCRIPTION <br /> SIMPSON DTC 2x4 @ 24" O.C. 2x6 LEDGER WITH URBAN DESIGN PROTOTYPE <br /> C.L. STRAP 16d NAILS @ 6" O.C. <br /> 10d NAILS & SPLICE SPLICE TOP PLATE W/ BLOCKING & STUDS �-10-2020 ISSUED FOR PERMIT <br /> TOP & BOT. INTO <br /> @ 3Y" O.C. CMST14 x5'-0" LONG <br /> BLOCKING @ <br /> BOT. CHORD OF SIMPSON A35 <br /> TRUSS AT SIM. EA. SIDE <br /> TRUSS TRUSS SIMPSON H2.5A TRUREFS PLAN <br /> REF. PLAN EA. TRUSS <br /> —V 4VWALL E.N. <br /> OO WALL PARALLEL TO TRUSS <br /> REVISION RECORD <br /> TOP PLATE SPLICE SCALE: 16 TYPICAL NON BEARING WALLSCALE: 12 NOT USED SCALE: 8 SECTION SCALE: 4 <br /> N.T.S. <br /> PLYWOOD DOUBLE STUDS SIMPSON BEAM <br /> SHEATHING OR CORNER POST ECCOLQ REF. PLAN <br /> REF. PLAN WELDED TO <br /> PIPE COL. <br /> A A <br /> CS20 x4'-0" 2x6 @ 16 O.C. <br /> 2x6 CENTERED AT ° ° HEADER <br /> i REF. PLAN onald <br /> DECK AT 2x SOLE PLATE W/ ° <br /> STUD PACKS ° <br /> 16d @ 8" O.C. oberts <br /> 4 <br /> ______ I I STD. PIPE COL. <br /> BOUNDARY I I REF. PLAN <br /> I I <br /> EDGE <br /> ENG NAILING PLYWOOD DECK Y Associates, Inc. <br /> NAILISIDE VIEW Consulting Engineers <br /> FILLER ALIGN W/ DOUBLE 2x 2948 N. Stemmons Freeway <br /> POST ABOVE TOP PLATE Dallas, Texas 75247-6103 <br /> MULTIPLE Phone: (214) 637-6299 <br /> AV TRUSSES SIMPSON LUS JOIST STD. PIPE COL. www.rara.net <br /> SIMPSON REF. PLAN <br /> PLYWOOD HANGER REF. PLAN REF. PLAN <br /> CMSTC16 SHEATHING <br /> STRAP W/ 10d 2x8 LEDGER W/ SIMPSON PROFESSIONAL SEAL <br /> x1Y2" NAILS 4- 16d NAILS BEAM ECCOLQ <br /> PER STUD REF. PLANHEAQ�4fES3 <br /> NOTES: REF.DPLAN <br /> E,p e! <br /> 1. SEE DETAIL 10/SD5 FOR FILLER TO TRUSS MEMBER CONNECTION. 041650 N <br /> (IF TRUSS MANUFACTURER OMITS FILLER) PLAN VIEW A—A Exp.12/31/2i <br /> 2. TRUSS MUST BE DESIGNED FOR LOADS AS INDICATED ON ROOF FRAMING PLAN. * 0 <br /> SCALE: SCALE: SCALE: SCALE: <br /> NOT USED N.T.S. 15 TOWER POST STRAP TO TRUSSES ,4» 11 SECTION ,4»=1 .0 7 SECTION ,4'=1'-0" <br /> . . <br /> 2x STUDS <br /> o <br /> @ 16" O.C. <br /> SIMPSON CMSTC16 `I PLYWOOD 2x BLOCKING FOR <br /> STRAP W/ 10dx1Y" SHEATHING CEILING JOIST <br /> NAILS SPANS OVER 14'-0" PROTOTYPE VERSION <br /> EDGE — 16U.2.61 <br /> NAILING <br /> PROJECT NAME <br /> 2x I <br /> CD <br /> BLOCKING N-N-OUT <br /> 2x CEILING JOIST W/ <br /> IVL <br /> 3-16d NAILS PER STUD <br /> BURGER <br /> co <br /> X <br /> O <br /> O <br /> V <br /> N_ <br /> O <br /> CEILING JOISTS LAPPED TO STUDS <br /> STOCKTON <br /> U •�' <br /> CALIFORNIA <br /> a <br /> M <br /> U <br /> O_ <br /> LL <br /> d <br /> O <br /> 2x STUDS 5202 PACIFIC AVE <br /> @ 16 O.C. STOCKTON, CA 95207 <br /> 1. TRUSS MANUFACTURER TO DESIGN TRUSS FOR LOADSAS 2x6 FILLER W/ SIMPSON LTP4 2x LEDGER W/ 3-16d <br /> INDICATED ON ROOF FRAMING PLAN. EA. END OR AS PLACED BY NAILS PER STUD SCALE: <br /> a TRUSS MANUFACTURER NOT USED N.T.S. 2 <br /> 0 <br /> 2. TRUSS MANUFACTURER TO COORDINATE FILLER LOCATION <br /> co <br /> O <br /> N <br /> SCALE: 14 FILLER CONN. TO WOOD TRUSS Y4" L=1'-O', <br /> E- <br /> CA <br /> NOT USEDIN.T.S. 0 10 2x I N•N•O V T <br /> L6 BLOCKING <br /> 2x CEILING JOIST. HANG BURGER® <br /> FROM LEDGER W/ 3-16d <br /> o TOE NAILS. SIMPSON LUS GOD BLESS AMERICA <br /> JOIST HANGER FOR SPAN <br /> LO <br /> OVER 11'-0" <br /> CD <br /> CEILING JOISTS LEDGER CONN. <br /> co <br /> 0 <br /> CD0 <br /> N <br /> PROJECT NUMBER <br /> 0 <br /> 190955 <br /> CD <br /> SHEET TITLE <br /> CEILING JOIST SCHEDULE (LL=10 PSF MAX.) SECTIONS <br /> SIZE ANDSIZE AND <br /> SPACING MAX. SPAN SPACING MAX. SPAN & DETAILS <br /> N <br /> 2x4 @ 24" O.C. 8'-6" 2x6 @ 24" O.C. 15-0" <br /> 0 <br /> 2x4 @ 16" O.C. 9'-9" 2x6 @ 16" O.C. 16'-6" <br /> C/) 2x4 @ 12" O.C. 10'-9" 2x8 @ 24" O.C. 17'-6" <br /> O <br /> Z 2x4 @ 24" O.C. 13'-0" 2x8 @ 16" O.C. 20'-0" SHEET NUMBER <br /> 0 <br /> N <br /> H <br /> U <br /> W <br /> O <br /> (If SD5 <br /> NOT USED SCALE: 13 NOT USED SCALE: 8 TYPICAL CEILING JOIST SCALE 5 NOT USEDIN. <br /> SCALE: 1 <br /> w N.T.S. N.T.S. %4 -1 0 T.S. <br /> O <br /> a <br /> X <br />