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1 <br />Ohl <br />HO <br />MASC <br />SECTION <br />3/4„ = 1'-0" <br />CONT. L4x4xV4 W/ WO SIMPSON <br />"TITEN HD" ANCHORS 0 24" O.C. <br />INTO GROUTED SOLID MASONRY <br />(MIN EMBED = 4J") <br />DECK TO <br />ANGLE 5/8 6 <br />METAL DECK <br />2 1 2" LAP <br />MINIMUM <br />s <br />STEEL JOIST <br />JOIST BRIDGING PER SJI SPEC. <br />L4x4xV4 FIELD WELDED TO BOTTOM OF <br />CONT. L4x4 AT DECK BEARING AND 77g� <br />ANCHORED W/ (2) VO SIMPSON <br />"TITEN HD" ANCHORS INTO GROUTED <br />SOLID MASONRY (MIN EMBED <br />7 <br />SECTION <br />1 3/4„ = 1'-0" <br />P PLATE (TREATED) W/ <br />HD" ANCHORS 0 32" O.C. <br />/ (1) #5 TOP & BOTTOM <br />FOR SIGNAGE LOCATION. <br />)FACTURER'S RECOMMENDATION. <br />CELLS USED FOR ATTACHMENT. <br />�YTE TO <br />ATE 1¢"x6)fi"x10" W/ (2) X%6" <br />1`0 GROUTED SOLID CMU. FILL <br />T JOIST BEARING W/ GROUT. <br />JOIST BEARING <br />EL. +13'-4" <br />IW/(1)#5T&B <br />f JOIST BEARING + <br />GROUTED SOLID <br />R EXTERIOR FINISHES <br />T MASONRY <br />SEE ARCH. DWGS. <br />CONT. SLOPED 2x TOP PLATE <br />(TREATED) W/ VO SIMPSON <br />"TITEN HD" ANCHORS 0 32" O.C. <br />(MIN EMBED = Vk-) <br />CONT. BOND BEAM W/(1) <br />#5 T&B GROUTED SOLID <br />MASONRY WALL SEE ARCH. DWGS. <br />FOR EXTENT. SEE PLAN FOR <br />REINFORCEMENT DETAILS <br />T JOIST <br />EL. VARIES <br />CONT. BOND BEAM W/ (1) #5 <br />�— T&B GROUTED SOLID ALIGNING <br />W/ BOND BEAM AT JOIST <br />BEARING + 3 COURSES ABOVE <br />GROUTED SOLID <br />SEE ARCH. DWGS. FOR <br />EXTERIOR FINISHES <br />CONT. BOND BEAM W/ (1) #5 <br />T&B GROUTED SOLID AT FIRST <br />COURSE BELOW JOIST BOTTOM <br />CHORD + 2 COURSES ABOVE <br />GROUTED SOLID <br />SEE 1 /S3.0 FOR <br />ADDITIONAL <br />INFORMATION <br />HSS BEAM W/ CONT. Y4" PLATE BTM W/ <br />h"0x6" HEADED STUDS 0 32" O.C. TOP <br />h"0x,%" THREADED STUDS 0 32" O.C. <br />ALONG BEAM. VERIFY CONNECTION <br />W/CANOPY MANUFACTURER <br />SECTION <br />2-12 <br />3/4„ = 1 ,—O„ <br />SEE 4/S3.0 FOR <br />ADDITIONAL <br />INFORMATION <br />HSS BEAM W/ CONT. Y4" PLATE STM W/ <br />1¢"OW HEADED STUDS 0 32" O.C. TOP <br />X-OXW THREADED STUDS 0 32" O.C. <br />ALONG BEAM. VERIFY CONNECTION <br />W/CANOPY MANUFACTURER <br />SECTION <br />3/411 <br />= 1'-0„ <br />2-12 <br />T MASONRY gL <br />SEE ARCH. DWGS. <br />t <br />GROUT CELLS SOLID AT ALL <br />TFYPASTENERS FOR CANOPY SYSTEM, <br />R <br />co <br />JOIST BEARING <br />EL. +13 -4 <br />METAL CANOPY SYSTEM & <br />ATTACHMENT BY OTHERS. SEE <br />ARCH DWGS FOR DETAILS. <br />(CANOPY NOT PRESENT AT <br />SIM. CONDITION) <br />SEE PLAN <br />T/MASONRY OL <br />SEE ARCH. DWGS. <br />SEE ARCH. DWGS. FOR SIGNAGE <br />LOCATION. INSTALL PER <br />MANUFACTURER'S RECOMMENDATION. <br />I GROUT SOLID ALL CELLS USED FOR <br />r ATTACHMENT. <br />J T JOIST <br />/ r, <br />EL. VARIES <br />R <br />co <br />GROUT CELLS SOLID AT ALL <br />FASTENERS FOR CANOPY <br />SYSTEM, TYP. <br />METAL CANOPY SYSTEM & <br />ATTACHMENT BY OTHERS. <br />SEE ARCH DWGS FOR <br />DETAILS. <br />SEE PLAN <br />SECTION <br />3/4" = 1'-0" <br />SECTION <br />3/4" = 1'-0" <br />T/MASONRY <br />SEE ARCH. DWGS. <br />GROUT SOLID COURSE ABOVE <br />ANCHORS TYP. <br />GROUT CELLS SOLID AT ALL <br />FASTENERS FOR CANOPY SYSTEM, <br />TYP. <br />JOIST BEARING$, <br />EL. +13'-4" <br />METAL CANOPY SYSTEM & <br />ATTACHMENT BY OTHERS. <br />SEE ARCH DWGS FOR <br />DETAILS. <br />T/MASONRY <br />SEE ARCH. DWGS. <br />al0 <br />�,\011111iy, <br />�. 40 •.� i <br />'► XTATE OR ` <br />Date: 2023.08.09 15:33:04-04'00' <br />THIS DOCUMENT HAS <br />BEEN DIGITALLY SIGNED <br />AND SEALED. PRINTED <br />COPIES OF THE <br />DOCUMENT ARE NOT <br />CONSIDERED SIGNED AND <br />SEALED. 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