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2x6 @ 16" O.C. REF. 8/SD3 FOR EDGE NAILING 2x6 @ 2x SOLE PLATE 2x TOWER WALL INFO NOT SHOWN SHEATHING SHALL BE CONTINUOUS 16' O.C. W/ 16d @ 8" O.C. STUD 16 O.C. CORNICE @ SHEAR WALL LOCATIONS B/T EDGE NAILING REF. 10/SD4 BOUNDARY EDGE NAILING PLYWOOD DECK & TOP PLATE 2x SOLID BLOCKING SHEATHING BOUNDARY (OMIT AT SIM.) NAILING W/ SIMPSON LTP4 @ Architecture / Development TRUSS BLKG. NAILING BOUNDARY NAILING 24" O.C. TO BEAM W/ A35 T&B PLYWOOD �° 2x6 BLOCKING W 1Od NAILS SIMPSON A34 PLYWOOD 2x4 BLOCKING @ SIMPSON CS20 STRAP x15 LONG / PRE-MANUFACTURED 14901 Quorum Drive SHEATHING 48" O.C. W LSTA24 @ SHEATHING @ EA. TRUSS ONLY 1 @ 6' O.C. (STAGGERED) TRUSS CONTINUOUS EA. END / ( Suite 300 SIMPSON MSTA49 48" O.C. 2x BLOCKING W/ @ DOUBLE TRUSSES) 8" STRAP PLYWOOD A IA34 EA. END W/ 6-8d NAILS INTO REF. PLAN TOP CHORD SHEATHING Dallas Texas 75254 PLYWOOD TRUSS AND 6-8d NAILS Ph: (972)239-8884 SHEATHING EDGE NAILING INTO BLOCKING (WRAPS BOUNDARY Fax: (972)239-5054 BEAM DOWN ON BLOCKING) NAILING SIMPSON H2.5A CLIP ISSUE RECORD REF. PLAN. 2x BLOCKING W/ DATE DESCRIPTION Cl- o SIMPSON A34 EA. 3x6 BLOCKING EA. TRUSS EA. SIDE z URBAN DESIGN PROTOTYPE SIMPSON A35 zo END, STAGGER EA. END TOP &EA.BOTz < . REF.� SIDE OF TRUSS 7-10-2020 ISSUED FOR PERMIT Ali BEAM 2x6 STUDS @ 16" O.C. PRE-MANUFACTURED REF. PLAN W/ SIMPSON A34 @ 4x12 BLOCKING W/ %4'OAir TRUSS Lr TOP & BOT. CHORD THRU BOLTS W/ WASHERS. 1 2x4 LAPPED W/ TRUSS VERT 2x6 CONT. BOLT @ EA. SIDE OF SINGLE LUS24 HANGER W/ 10d MEMBERS AND FASTENED WITH 2x BLOCKING W/ MANUFACTURED TRUSSES, 2 BOLTS @ EA. NAILS @SINGLE \,- TRUSS W/ 0 2- 10d NAILS (2) 10d NAILS @ TRUSS ""—EDGESIDE OF DOUBLES (OFFSET NOTCHED SEAT ON 2x SOLID BLOCKING � STOREFRONT REF. PLAN NAILING TRUSSES. LUS24-2 @ 2x4 BLOCKING @ 2x4 DIAGONALV BOLTS MIN. 6 INCHES) DOUBLES W/ 16d NAILS TOP OF LEDGER SIMPSON LUS (REF. ARCH.) 48" O.C. W/ BRACE W/ 3-16d MANUFACTURED SIMPSON CS20 A35 CLIPEDGE 2x12 CONT. LEDGER. NAIL SIMPSON SIMPSON MSTA49 NAILS EA. END TRUSSES x4'-0" @ 32" O.C. T&B (TYP.) NAILING PLYWOOD SHEATHING TO BLOCKING STRONG-WALL BEHIND SHEATHING W/ 10d NAILS @ 6" O.C. TOP & BOT. REVISION RECORD SCALE: SCALE: SCALE: SCALE: SECTION 3 »_ 16 SECTION 3 12 SECTION 3 »_ > 8 SECTION 3 »_ 4 /a - 1 0 /a - 1 0' /a - 1 -0 /a - 1 0 2x SOLE PLATE W/ 16d @ 8" O.C. PLYWOOD 2x STUDS 2x6 BLOCKING SHEATHING @ 16" O.C. (FLAT) W/ A35 CLIP B.N. REF. SCHEDULE EACH END. PROVIDE 16d NAILS @ 8" O.C. 6x6 BLOCKING WSTRAP AT LS50 (STAGGERED) PLYWOOD DOUBLE STUDS SHEATHING STRAP PER PLAN AT STUD PACKS. REF. PLAN onald PLYWOOD SHEATHING E.N. oberts Associates, Inc. Consulting Engineers REF. 11/SD5 FOR STRAPS @DOUBLE 2948 N. Stemmons Freeway 2x PER PLAN 6x6 CONT. SOLID Dallas, Texas 75247-6103 BLKG. W/ 2-SIMPSON Phone: (214) 637-6299 LS50 EA. ENDS www.rara.net (46 FLAT @ SIM.) PROFESSIONAL SEAL QvV%,,0FESS MANUFACTURED TRUSS MANUFACTURED .041650 TRUSS Exp.121310 SCALE: SCALE: SCALE: SCALE: 9j�Of `\�p�'t SECTION SCALE _o» 15 NOT USED N.T.S. 11 SECTION SCALE:_0„ 7 NOT USED N.T.S. CA 2x6 @ 16" O.C. B.N. TOWER WALL [�;F A23 CLIP BEAM 2x TOWER WALL @ 16" O.C. 2-10d @ 6" REF. PLAN FRAMING INTEGRAL STUD @ 16" O.C. SLOPE O.C. STAGGER 10d @ 6" O.C. WITH TRUSS 10d @ 6" O.C. REF. ARCH. —� T.O.. ARCH __ 2x SILL PLATE W PLYWOOD EL.= 14'-10" MANUFACTURED 16d NAILS @ 8" O.C. SHEATHING 2x W/ 2-10d (VERIFY W/ ARCH.) TRUSS REF. PLAN PROTOTYPE VERSION TO SHAPED 16U.2.61 PLYWOOD EDGE NAILING FINISH PLYWOOD DECK PLYWOOD REF. ARCH. PROJECT NAME SHEATHINGY8 L 2X4 BLOCKING PLYWOOD @ INN 0 U T 1 " SHAPED 16" O.C. TOCHREATE coAR 2x4 LEDGER BURG ER 0 NAILED W/ PLYWOOD N MANUFACTURED 2-16d TO STUD SHEATHING 0 TRUSSPLYWOOD 2x6 STUDS @ 16" O.C. SHEATHING STOCKTON FINISH REF. ARCH. CALIFORNIA a M VZ11U Q LL 0 2 PLY OR 3 PLY B.O._TRUSS MANUFACTURED TRUSS EL.= 10'-l" o REF. PLAN 5202 PACIFIC AVE STOCKTON, CA 95207 SCALE: SCALE: SCALE: SCALE: `f SECTION 14 SECTION 10 SECTION 6 NOT USED 2 a %a"= 1'-0" %a 1'-0" %a 1'-0" N.T.S. N O N A/C EQUIPMENT CONT. PLYWOOD 0 *Nfta* /WATER HEATER SHEATHING B. 2x OR 3x BLKG. IN JOIST OR TRUSS :1>�l \ NoNmOUT (ANCHOR TO "Z" CLIPS, TYP. BN @ 24" O.C. REF. 5 & 6/S7.0 PLATFORM AS PER HEADER (REFERENCE S3.0) FOR SEISMIC MANUFACTURERS 2x SOLID TRUSS SIMPSON MSTA24 REF. PLAN STRAP \BURGER® RESTRAINT STANDARDS) BLOCKING TYP. (CENTERED) REF. PLAN REQUIREMENTS BN BOUNDARY & CONT. -- P=71 16GA. x4" LONG BENT T.O. ARCH EL.= 14'-10" PLYWOOD DECK PANEL EDGES GOD BLESS AMERICA PL. W/ (3)-#10 NAILS VERIFY W ARCH 10d COMMON NAILS CD TO A/C AND (3) Ya"� FINISH OTHER EDGE NAILING OR 0.148"0 GALV. x3" LONG LAG SCREW%$" PLYWOOD TO WOOD CURB o o REF. ARCH.N DECK SCREW SHANK NAILSIN CONT. 2x4 NAILERLO � w W/ 10d NAIL @ °� IN INTERMEDIATE NAILING ] PROJECT NUMBER o Y 6" O.C. (STAGGER) , 190955 pU 2 M N E.N.CD -- -- z wSHEET TITLE U o > 2x6 LEDGER W/16d TO o< YW EN BLOCKING @ 6" O.C. 00 Q o = o• o. • & (2) 16d @ STUD NOTES: SECTIONS & DETAILS 2x ALL SIDES OF 2x6 @ 16" O.C. 1. ALL PLYWOOD SHALL BE STRUCTURAL 1 APA RATED SHEATHING, 5 PLIES, EXPOSURE 1 EXTERIOR GLUE, PLATFORM (SHAPED 2x4 DIAGONAL BRACE PLYWOOD SHALL CONFORM TO PDS-12. Y AS REQUIRED) W/ (4) 10d NAILS EA. END 2. LAY PLYWOOD SHEETS WITH LONG DIMENSIONS PERPENDICULAR TO JOISTS/TRUSSES. REFERENCE SCHEDULE ON MANUFACTURED TRUSSES o° , S3.0 FOR BLOCKING REQUIREMENTS. ca 0 BLOCKING 2x SOLID ° 3. INSPECTION REQUIRED OF THE ROOF SYSTEM LAYOUT AND NAILING PRIOR TO PLACING ANY MATERIAL ON THE Z @ 2x SHAPED TO MAINTAIN @ 24" BLOCKING B.O. BEAM __ __ EL.= 10'-1" i ROOF SHEATHING (INCLUDING CRICKETS) OR SUSPENDING ANY LOADS FROM THE ROOF PER THE SPECIAL SHEET NUMBER LEVEL PLATFORM @ 12" O.C. INSPECTIONS. SOLID A35 TO 2x6 @ 16 O.C. W/ N PERPENDICULAR TO TRUSSES STOREFRONT 4. SEE ARCHITCTURAL ROOF PLAN TO ESTABLISH TOP OF SHEATHING ELEVATIONS, WALL HEIGHTS, ROOF DRAINAGE, LVL BLOCKING EA. TRUSS A34 EACH END (HIGH REF. ARCH. & LOW) REF. PLAN COLUMN HEIGHTS, ETC. Uj0 CILSECTION SD4 SCALE: 13 SECTION SCALE: 9 SECTION SCALE: 5 ROOF DIAPHRAGM NOTES SCALE: 1 0 %a"= 1'-0" %a"= 1'-0" %a"= 1'-0" N.T.SUj . 0 a X