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6{RRFRIMTJ21LINAa W L49AAWn <br />1/2" A325 THRU BOLTS <br />@ 8" O.C. STAGGERED <br />C8x11.5 - EACH SIDE <br />a <br />2" <br />81- <br />ol <br />" 1 <br />0 <br />0 <br />0 <br />0 <br />0 <br />CV <br />070 ® <br />O <br />O <br />O <br />O <br />0 <br />8" <br />NEW OPENING - <br />SEE ARCH FOR <br />EX. SIZE AND <br />CMU LOCATION <br />WALL / <br />OPENING IN CONCRETE WALL DETAIL <br />EXISTING ROOF DECK <br />EXISTING DECK SCREW <br />EXISTING Z-PURLIN47 <br />ATTACH WITH (2) #8 _ <br />SCREWS @ 8" OC <br />STAGGERED <br />CONVEYOR <br />SUPPORTFRAME- <br />BY VENDOR <br />NOTE: <br />BRACE BOTTOM FLANGE OF CFS SECTION @ 10'4" <br />O.C. MIN. W. <br />TYPICAL PURLIN REINFORCING <br />ol <br />1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" <br />(8) #10 SCREWS T&B <br />NOTE: <br />1. TWO SECTIONS OF CFS REINFORCING ARE TO BE NESTED FOR <br />THE OVERLAP DISTANCE SHOWN <br />2. THIS DETAIL IS TO BE USED WHEN A SINGLE CONTINUOUS PIECE <br />OF CFS CAN'T BE USED FOR THE FULL 30' SPAN. <br />PURLIN REINFORCING SPLICE DETAIL <br />PURLIN REINFORCING TRIM AROUND EX. PIPE DETAIL <br />3/4" = V-0" ��� 1 1/2" = 1'-0" 3" = V-0" 1 1/2" = 1'-0" <br />1I- <br />II <br />I I� <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />TYPICAL ROOF OPENING - PURLIN <br />3/4" = 1'-0" <br />COL <br />1/4" PL. <br />REINFORCEMEN <br />EA. SIDE AT <br />BEARING SEATS <br />(ASTM A36, TYP.) <br />EXIST GI <br />OR TRUIS <br />GIRDER <br />EXISTING PURLIN <br />NEW 60OS200-54 BOX <br />BEAM <br />NEW ROOF PENETRATION <br />60OT200-54 T&B <br />#10 SCREWS @ 6" O.C. <br />(TYP) <br />(2) 60OS200-54 <br />DX BEAM SECTION <br />I I <br />NOTE: <br />1. MECHANICAL CONTRACTOR SHALL PROVIDE FABRICATOR WITH SIZES <br />AND LOCATIONS. <br />2. REFER TO ARCH DRAWINGS FOR LOCATION OF OPENINGS. <br />4L <br />3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER THAN 12" SQUARE. <br />ROOF JOIST REINFORCEMENT DETAIL 2 <br />1 1/2" = V-0" <br />PRE-FAB INSULATED ROOF <br />CURB BY MECHANICAL OR <br />HVAC CONTRACTOR <br />#10 METAL SCREWS @ 3" <br />O.C. THROUGH CURB, <br />BLOCKING AND ROOF <br />DECK INTO CFS BOX BEAM <br />(TYP) <br />EXISTING ROOF DECK <br />TREATED2A <br />BLOCKING <br />600-200-54 BOX BEAM <br />CL <br />z <br />Q <br />a <br />JOIST Y OPENING <br />LU <br />NOTE: 0 _ <br />1. MECHANICAL CONTRACTOR SHALL PROVIDE CL <br />FABRICATOR WITH SIZES AND LOCATIONS. <br />2. REFER TO ARCH DRAWINGS FOR LOCATION OF <br />OPENINGS. <br />3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER <br />THAN 12" SQUARE. <br />TYPICAL ROOF OPENING - STEEL JOIST <br />3/4" =1'-0" <br />COL <br />1/4" PL. <br />REINFORCEMEN' <br />EA. SIDE AT <br />BEARING SEATS <br />(ASTM A36, TYP.) <br />EXIST GI <br />OR TRUI <br />GIRDER <br />ROOF JOIST REINFORCEMENT DETAIL 1 <br />1 1/2" = V-0" <br />COL <br />1/4" PL. <br />REINFORCEMEP <br />EA. SIDE AT <br />BEARING SEAT,' <br />(ASTM A36, TYP <br />EXIST GI <br />OR TRUc <br />GIRDER <br />ROOF JOIST REINFORCEMENT DETAIL 3 <br />1 1 /2" = V-0" <br />(8) #10 SCREWS EACH SIDE <br />(4) #10 SCREWS STAGGERED EACH SIDE <br />EXISTING ROOF PURLIN <br />NEW 140OS200-118 <br />NEW 3625200-118 <br />EXISTING PIPE ATTACHED TO EXISTING PURLIN <br />TRIM NEW 140OS200-118 TO AVOID EXISTING <br />PIPES FROM THE TOP, BOTTOM FLANGE TO <br />REMAIN INTACT <br />CONSULTING ARCHITECT/ENGINEER <br />CLARK, RICHARDSON AND BISKUP <br />CONSULTING ENGINEERS, INC. <br />C � CRB ARCHITECTS —ENGINEERS P.C. <br />1 GLENLAKE PARKWAY <br />SUITE 600 <br />\ ATLANTA, GA 30328 <br />PHONE: 404-860-1440 <br />FAX: 404-860-1442 <br />PROJECT TITLE <br />ZEPHYRHILLS LINE 12 <br />REV <br />BY <br />DATE <br />DESCRIPTION <br />0 <br />BP <br />25AUG21 <br />ISSUED FORBID <br />1 <br />BP <br />22SEP21 <br />ISSUE FOR PERMIT <br />LICENSEE <br />Michael Wagner, PE <br />State of Florida <br />Professional Engineer <br />License No. 57097 <br />This item has been digitally signed and <br />sealed by Michael Wagner on the date <br />adjacent to the seal. <br />Printed copies of this document are not <br />considered signed and sealed and the <br />signature must be verified on any <br />electronic copies. <br />CRIB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 <br />CRIB CONSULTING ENGINEERS, INC LICENSE #F96000003389 <br />INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS <br />DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR <br />PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS. <br />PROJ. NO. <br />217043.00 <br />DESIGNED BY: <br />MJ <br />SCALE: <br />As indicated <br />CHECKED BY: <br />BP <br />SHEET SIZE: <br />30A2 <br />APPROVED BY: <br />BP <br />DRAWING TITLE <br />STRUCTURAL <br />DETAILS <br />TYPICAL ROOF CURB ATTACHMENT <br />DRAWING NUMBER <br />S60-10 <br />I I I F___F_ I <br />- - <br />