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ol 4'-0" LAP (MIN.) <br /> W/ 16d NAILS @ 6" O.C. <br /> FACE NAILS @ 3" O.C. (STAGGERED) <br /> 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 PLYWOOD DECK Ph: (972)239-8884 <br /> Q 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 PROTOTYPE DESIGN <br /> C.L. STRAP 16d NAILS @ 6" O.C. 10-22-2018 ISSUED FOR PERMIT <br /> 10d NAILS & SPLICE SPLICE TOP PLATE W/ BOLOCKING & INTO ST DS <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 /> WALL <br /> REF. PLAN EA. TRUSS <br /> E.N. <br /> O WALL PARALLEL TO TRUSS ivL <br /> REVISION RECORD <br /> TOP PLATE SPLICE SCALE: 16 TYPICAL NON BEARING WALLIY4" <br /> SCALE: 12 NOT USEDIN. <br /> SCALE: 8 SECTIONIY4"=l'-O" <br /> SCALE: 4 <br /> =1'—0" 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 fF CS20 x4'-0" 2x6 ® 16" O.C. HEADER <br /> 2x6 CENTERED AT °° EF. PLAN <br /> - DECK AT <br /> 2x SOLE PLATE W/ onald <br /> STUD PACKS ° <br /> 16d @ 8" O.C. <br /> STD. PIPE COL. - oberts <br /> 4-- — — — BOUNDARY REF. PLAN 1 <br /> EDGE NAILING PLYWOOD DECK Y4 Associates, Inc. <br /> NAILINGZ: <br /> SIDE VIEW Consulting Engineers <br /> FILLER ALIGN W/ DOUBLE 2x 2948 N. Stemmons Freeway <br /> 103 <br /> POST ABOVE TOP PLATE Dallas, Texas 75247— 9 <br /> MULTIPLE Phone: (214) 637-6299 <br /> TRUSSES SIMPSON LUS JOIST STD. PIPE COL. Fax: (214) <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. PLAN HEADER E VVXESs <br /> NOTES: REF. PLAN <br /> U s <br /> 1. SEE DETAIL 10/SD5 FOR FILLER TO TRUSS MEMBER CONNECTION. 0.041650 N p <br /> (IF TRUSS MANUFACTURER OMITS FILLER) PLAN VIEW A—A EXP.12/31/iq <br /> 2. TRUSS MUST BE DESIGNED FOR LOADS AS INDICATED ON ROOF FRAMING PLAN. <br /> SCALE: SCALE: SCALE: SCALE: 9jf OF O��\P <br /> NOT USED N.T.S. 15 TOWER POST STRAP TO TRUSSES ,»=1 _a» 11 SECTION ,4»_1 _a» 7 SECTION <br /> 2x STUDS <br /> 16" O.C. <br /> PLYWOOD 2x BLOCKING FOR <br /> CS16 STRAP W/ SHEATHING CEILING JOIST <br /> 10d x1Y2" NAILS SPANS OVER 14'-0" PROTOTYPE VERSION <br /> EDGE — URBAN DESIGN <br /> NAILING <br /> PROJECT NAME <br /> 2x I <br /> BLOCKING N-N-OUT <br /> 2x CEILING JOIST BURGER <br /> 3-16d NAILS PER S STUD <br /> 0 <br /> 0 <br /> coCD <br /> X <br /> O <br /> O <br /> 0 <br /> 71 <br /> CEILING JOISTS LAPPED TO STUDS <br /> LATH RO P <br /> CALIFORNIA <br /> U <br /> Q <br /> c`'i <br /> U <br /> d <br /> 16514 GOLDEN VALLEY PKWY <br /> 2x STUDS <br /> 16" O.C. LATHROP, CA 95330 <br /> 1. TRUSS MANUFACTURER TO DESIGN TRUSS FOR LOADS AS 2x6 FILLER W/ SIMPSON LTP4 2x LEDGER W/ 3-16d <br /> INDICATRED ON ROOF FRAMING PLAN. EA. END OR AS PLACED BY NAILS PER STUD SCALE: <br /> U <br /> 2. TRUSS MANUFACTURER TO COORDINATE FILLER LOCATION TRUSS MANUFACTURER NOT USED N.T.S. 2 <br /> Mf <br /> d <br /> V <br /> M <br /> V <br /> N SCALE: 14 FILLER CONN. TO WOOD TRUSS „A 1E_0 <br /> N.T.S. ° 10 <br /> NoNmOUT <br /> NOT USED <br /> BLOCKING \BURGER® <br /> 2x <br /> CEILING JOIST. HANG <br /> LO FROM LEDGER W/ 3-16d <br /> TOE NAILS. SIMPSON LUS GOD BLESS AMERICA <br /> JOIST HANGER FOR SPAN <br /> o OVER 11'-0” <br /> CEILING JOISTS LEDGER CONN. <br /> O <br /> cc0 <br /> o PROJECT NUMBER <br /> 0 <br /> 180641.001 <br /> SHEET TITLE <br /> 0 <br /> CEILING JOIST SCHEDULE (LL= 10 PSF MAX.) <br /> SECTIONS <br /> cli SIPACIING ZE ANDSZE AND <br /> MAX. SPAN SIPACIING MAX. SPAN & DETAILS <br /> 0 2x4 ® 24" O.C. 8'-6" 2x6 ® 24" O.C. 15-0" <br /> 2x4 ® 16" O.C. 9'-9" 2x6 ® 16" O.C. 16'-6" <br /> co <br /> 0 2x4 ® 12" O.C. 10'-9" 2x8 ® 24" O.C. 17'-6" <br /> Z <br /> 2x4 ® 24" O.C. 13'-0" 2x8 ® 16" O.C. 20'-0" SHEET NUMBER <br /> coU <br /> W <br /> O <br /> irf — SD5 <br /> SCALE: SCALE: SCALE: SCALE: <br /> co <br /> NOT USED 13 NOT USED 9 TYPICAL CEILING JOIST »_ 5 NOT USED 1 <br /> W N.T.S. N.T.S. %4 -1 0 N.T.S. <br /> O <br /> a <br /> X <br />