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HomeMy WebLinkAbout06110089.8CL M 0) Cn M CD IL n� U O� 0 cn 1 BM PER NOTE: TRUSS DESIGN LOADS INDICATED ON SHT. S2.3 COORDINATE ALL DIMENSIONS AND GEOMETRY W/ ARCH. DWGS. WEB GEOMETRY BY TRUSS MANUFACTURER. 5/8" EXT. PLYWOOD SHEATHING TRUSS BRG. EL. PER PLAN 5/8" EXT. PLYWOOD SHEATHING BRICK PER ARCH 4' -0" 1 FLOOR DECK PER PLAN BM PER P SECTION i s2s SEE PLAN BM PER \--GYP. BD. PER ARCH. HURRICANE ANCHOR EACH TRUSS STUDS PER PLAN 5/8" EXT. PLYWOOD SHEATHING L3x3x1 /4-----) 1/4 2 ®12 0 0 1/4 0 0 BM PER PLAN 1/4 TS3x3x 1 /4 CONT. SECTION 3 sz.z SECTION K*"s s2.z STIFF PL 1/2" 2x8 JOISTS ® 2' -0" — (LAPPED W/ TRUSSES) JOIST BRG. EL. PER PLAN NOTE: TRUSS DESIGN LOADS INDICATED ON SHT. S2.3 COORDINATE ALL DIMENSIONS AND GEOMETRY W/ ARCH. DWGS. WEB GEOMETRY BY TRUSS MANUFACTURER. HURRICANE ANCHOR EACH TRUSS (2) 2x4 CONT. ATTACHED TO ANGLE W/ 3/8 "0 THRU -BOLTS ® 48" O.C. L7x4x5/16 CONT. (LLV) 1/4 1/3012 NOTE: TRUSS DESIGN LOADS INDICATED ON SHT. S2.3 COORDINATE ALL DIMENSIONS AND GEOMETRY W/ ARCH. DWGS. WEB GEOMETRY BY TRUSS MANUFACTURER. LIGHT GAGE CLIP ANGLE WELD TO BM, NAIL OR SCREW TO TRUSS BOTTOM CHORD '—HURRICANE ANCHOR EACH JOIST 2x8 STUDS PER PLAN TRUSS BRG. EL.,,J-, PER PLAN TRUSS/BRG. EL.� PER PLAN NOTE: TRUSS DESIGN LOADS INDICATED ON SHT. S2.3 COORDINATE ALL DIMENSIONS AND GEOMETRY W/ ARCH. DWGS. WEB GEOMETRY BY TRUSS MANUFACTURER. 5/8" EXT. PLYWOOD SHEATHING / / 2x8 BLOCKING V / GYP. BOARD PER ARCH. SEE PLAN SECTION 2 sz.z 5/8" EXT. PLYWOOD SHEATHING FLOOR DECK PER PLAN PER PLAN 5/8" EXT. PLYWOOD. SHEATHING T /CANOPY PER ARCH 2x8 RIM PIECE L3x3x1 /4 1/4 V2 ®12 1/4 BM PER PLAN 1/4 TS3x3x1 /4 CONT: HURRICANE ANCHOR EACH TRUSS GYP. BD. PER ARCH. STUDS PER PLAN NOTE: TRUSS DESIGN LOADS INDICATED ON SHT. S2.3 COORDINATE ALL DIMENSIONS AND GEOMETRY W/ ARCH. DWGS. WEB GEOMETRY BY TRUSS MANUFACTURER. PL 1/2- (2) 2x4 CONT. ATTACHED TO ANGLE W/ 3/8 "0 THRU -BOLTS ® 48" O.C. L7x4x5/16 CONT. 1/4 1/3012 SECTION a sz2 BRICK PER ARCH L5x5x5/1 STUDS PER PLAN 1/2" 0 THRU -BOLTS ® 48" O.C. 2x SILL PLATE DBL. 2x BRG. PLATE EADER PER PLAN SECTION s szz SEE ARCH. TRUSS BR PER PLAN 1j" GYP. CRETE f-314" PLYWOOD ® 16" O.C. TRUSS BRG. EL. PER PLAN NOTE: TRUSS DESIGN LOADS INDICATED ON SHT. S2.3 COORDINATE ALL DIMENSIONS AND GEOMETRY W/ ARCH. DWGS. WEB GEOMETRY BY TRUSS MANUFACTURER. 2 X FRAMING PER ARCH. DWGS. 2 X 8 RIM PIECE 618 East Market Street Indianapolis, Indiana 46202 ph 317/264.8162 fx 317/264.8165 a x i s a r c h c o m Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessonly indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DRAWN by CJs CHECKED by CPS DATE issued 17 OCT. 2006 REVISIONS SCHNEIDER CORP ASHTON FRIT2 8901 OTIS AVENUE INDIANAPOLIS, IN 4621 e (317) 826 -710C (317) 826 -720C STRUCTURAL DESIGN, INC. CHUCK SCHAEFER 337 MAIN STREET BEECH GROVE, IN 46107 (317) 822.0204 (317) 822.0206 VECTOR CONSULTING BEN DEREMIAH 212 W. 10TH ST., SUITE D -395 INDIANAPOLIS, IN 46202 (317) 632.4444 (317) 632.4960 W z V Z W UJ ` ao W W � CG O a MISSION i Nom= , (D a� Wes ~ a N I `� ��ry��G�STEQFD•'_7F��i * 870367 •• STATE Of rx ' //,'S /ONAI EN I I State Design Release Set WOOD FRAMING DETAILS SCALE AS NOTED N