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BEAM BEAM <br /> REF. PLAN <br /> 2x SOLID BLOCKING REF. PLAN <br /> Architecture / Development <br /> TRUSSES VA <br /> 14901 Quorum Drive <br /> W DOUBLE 2x PLATE Suite 300 <br /> Dallas Texas 75254 <br /> II <br /> Ph: (972)239-8884 <br /> PLYWOOD - II Fax:(972)239-5054 <br /> BEAM PER PLAN SHEATHING ISSUE RECORD <br /> SHIM AS N I SIMPSON LTP4 ® 24" O.C. ---» -- <br /> REQUIRED <br /> DATE DESCRIPTION <br /> 2-2x STUDS SIMPSON CCQ SIMPSON ECCQ URBAN PROTOTYPE DESIGN <br /> 10-22-2018 ISSUED FOR PERMIT <br /> FULL HEIGHT MSTA36 WRAP <br /> AROUND POST 2- 16d ® 12" 2x (MIN) BLOCKING <br /> WOOD POSTSIMPSON HUC O.C. STAGGERED AT CURB ABOVE POST POST <br /> REF. PLAN REF. PLAN <br /> SECTION A <br /> REF. S2.0 2- SIMPSON A23 <br /> V\2--SIMPSON A23 MANUFACTURED <br /> ROOF TRUSSES <br /> 2x TRIMMER NOTE:TL O <br /> 1. FOR INFORMATION NOT NOTED, SEE 11/SD6. <br /> REVISION RECORD <br /> BEAM TO COLUMN CONNECTION SCALE: 16 SECTION SCALE: 12 NOT USED SCALE: 8 SECTION SCALE: 4 <br /> N.T.S. /4 =1 -0 <br /> 11 11 <br /> SD6 (SIM) SD6 <br /> 46 W/ SIMPSON LUS <br /> HANGER EACH END (TYP) <br /> - - - - - - — - - - - — � <br /> 1 1 onald <br /> I I PREFAB METAL CURB MECH UNIT <br /> R- Roberts <br /> 3x6 ® 24" O.C. AT SHAPED LEVELER W/ <br /> SD6 I CATWALK PLATFORM %"O LAG @ 12" O.C. <br /> WHERE OCCURS Associates, Inc. <br /> (TYP) 1 --T Consulting Engineers <br /> PLYWOOD FACE OF METAL PREFAB 2948 N. Stemmons Freeway <br /> 1 SHEATHING cv Dallas, Texas 75247-6103 <br /> CURB & EDGE OF PLYWOOD <br /> 46 W/ SIMPSON LUS — — — — — — — — — Phone: (214) 637-6299 <br /> HANGER EACH END (TYP) _ — — — — — — — Fax: (214) 637-6997 <br /> 1 3x6 (TYP) www.rara.net <br /> — — J BOUNDARY NAILING CONT. PLYWOOD <br /> — — — — — — — — — — — \z (TYP. AT PERIMETER WHERE OCCURS PROFESSIONAL SEAL <br /> MANUFACTURED OF OPENING) <br /> ROOF TRUSS SIMPSON ST2122 STRAP QEDQttOFESS p <br /> CONT. SHAPED LEVELREF. 14 OR 15/SD6 AT CORNERS <br /> ER V <br /> NOTE: ACTUAL TRUSS <br /> (TYP AT PERIMETER) ORIENTATION MAY o.041650 N <br /> DIFFER FROM DETAIL. Exp,121310 <br /> TYP. RTU BLOCKING DETAIL SCALE: 15 METAL CURB TO FRAMING 3 CALE 11 <br /> 11 NOT USED SCALE: 7 NOT USED SCALE: 9jf�F CAL�E��\P��1' <br /> N.T.S. /4 =1 0 N.T.S. N.T.S. p <br /> E.N. <br /> 2- SIMPSON 2x8 WOOD CURB 2x6 BLKG. (FLAT) <br /> � RIDGE <br /> 2x8 WOOD CURB A35 (TYP) SIMPSON CS14 <br /> FINISH WOOD TRUSS <br /> 10C SD6 REF. ARCH. REF. PLAN <br /> 4x6 (FLAT) W/ HOOD BY OTHERS <br /> SIMPSON HU O LIGHT GAGE STUD REF. M7.0 PROTOTYPE VERSION <br /> REF. 9/SD7 <br /> URBAN DESIGN <br /> HANGER EACH END 4x6 (FLAT) W/ PROJECT NAME <br /> — — © SIMPSON HANGER <br /> 1 EACH END <br /> 10A 1 SIMPSON LSTA9 (TYP) 2x CURB I N-N-O UT <br /> SD6 I _ MECH. UNIT REF. NOTE #1 (TYP. #12 x1Y" TEK SCREW <br /> (TYP) F AT EACH CORNER ® EA. STUD (MINIMUM) BURGER <br /> 0 <br /> 1 1 SIMPSON LS90 <br /> co <br /> CD CENTER STRAP <br /> N ON JOINT CONTINUOUS <br /> 0 2x10 WOOD CURB MOUNTING CLIP BY <br /> (TYP. AT PERIMETER) LATH R P <br /> OTHERS (REF. M7.1) <br /> 17 <br /> MANUFACTURED <br /> Z ROOF TRUSSES 106 2x6 BLKG. H2.5A EA. TRUSS CALIFORNIA <br /> B/T TRUSSES <br /> U SD6 O 2x CURB <br /> U <br /> a BEAM @ SIM. i i FINISH <br /> REF. ARCH. (TYP.) <br /> U- NOTE: <br /> 16514 GOLDEN VALLEY PKWY <br /> 1. LOCATE CENTER OF STRAP 2" BELOW TOP OF CURB. <br /> LATHROP, CA 95330 <br /> 0 <br /> DETAIL SCALE: 14 SECTION 3 CALE: 10 HOOD SUPPORT DETAIL 3 CALE: a SECTION 3 CALE: 2 <br /> N.T.S. /a -1 -0 /4 =1'-0" /a =1 -0 <br /> N E.N. <br /> NoNmOUT <br /> PLYWOOD \BURGER <br /> 0 <br /> OSB DECK <br /> 0 <br /> GOD BLESS AMERICA <br /> 3 <br /> UI <br /> 0 <br /> 0 <br /> o PROJECT NUMBER <br /> 0 <br /> 180641.001 <br /> SHEET TITLE <br /> 0 <br /> SECTIONS <br /> coN <br /> N <br /> DETAIL <br /> W <br /> SIMPSON A35 <br /> Q TRUSS BLKG. <br /> EA. TRUSS BLKG. <br /> co <br /> Y2" PLYWOOD/OSB DBL. 2x6 TOP PLATE <br /> Z SHEARWALL SHEATHING 2x6 ® 16" O.C. <br /> co SHEET NUMBER <br /> N <br /> U <br /> W <br /> O <br /> irf SD6 <br /> SCALE: SCALE: SCALE: SLE: <br /> co <br /> N.T.S. <br /> NOT USED N.T.S. <br /> 13 NOT USED N.T.S. <br /> 9 NOT USED 5 SECTION »CA_ 1 <br /> W <br /> O <br /> a <br /> X <br />