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L6x4x3/8x0'-6" (LLV) <br />(E) JOIST SPACING - SEE PLAN <br />ROOF OPENING <br />TYP. <br />3/16 <br />s2o� —1 <br />'- L4x4x5/16 TYP. EACH <br />TYP SIDE OF OPENING <br />3/16 <br />BURGLAR BARS MAY OCCUR <br />CHORD. WITH ARCH. & MECH. <br />FOR ALL ROOF OPENINGS 12" OR GREATER. <br />CHORD. OPENING SIZES AND LOCATIONS WITH <br />ARCHITECT & MECHANICAL CONTRACTOR. <br />TYPICAL ROOF OPENING DETAIL <br />MECHANICAL UNIT <br />SEE MECH. DWGS <br />(5) #12-24 SELF TAPPING <br />SCREWS EA. SIDE <br />CLIP L2x2x16GA. x 0'-4" LG. <br />(2) AT EA. CORNER, (8) TOTAL, <br />W/(2) #10-16 TEKS EA. LEG <br />/- MECH. UNIT CURB <br />SEE MECH. DWGS. <br />CURB ADAPTER SEE <br />MECHANICAL DRAWINGS <br />e-- (E) CURB <br />(E) SUPPORT <br />(E) METAL DECK <br />1- SEE TYPICAL JOIST <br />(E) JOIST J REINFORCING DETAIL <br />* USE CAUTION WHEN WELDING AS NOT TO DAMAGE JOIST. <br />TYPICAL ROOFTOP MECHANICAL <br />'ROVIDE 8" CONT. <br />IELD @ EA. END, TYP. <br />LE <br />TOP & BOTTOM <br />CHORD REINFORCING <br />DETAIL 6 <br />3/4"=1'-0" <br />MECHANICAL UNIT <br />SEE MECH. DWGS <br />STEEL SHIMS AT 2'-0" O.C. — <br />(NOT REQUIRED IF TAPERED <br />CURBS ARE PROVIDED, <br />CHORD. WITH RTU SUPPLIER) <br />TYP. AT 3/16 <br />EA. JOIST 3/16 <br />L4x4x5/16 AT ROOF <br />OPENING <br />d <br />w <br />I HORIZONTAL LEG <br />j TO FIT BETWEEN <br />DECK FLUTES. <br />(E) JOIST Ij CLIP ANGLE <br />L6x4x3/8x0'-6" LG. <br />LLV W/HORIZ LEG <br />CUT OFF AT EA. END <br />DETAIL rA <br />3/4"=1'-0" - <br />JOIST SPACING <br />SEE PLAN <br />j ( <br />NEW 1 1/2"X22GA. METAL ROOF DECK <br />TO MATCH (E) (FIELD VERIFY). <br />ATTACH TO (E) SUPPORT STEEL <br />W/#12-24 TEKS SCREWS @ 6" O.C. <br />CLIP L2x2x16GA. x 0'-4" LG. <br />(2) AT EA. CORNER, (8) TOTAL, <br />W/(2) #10-16 TEKS EA. LEG <br />- MECH. UNIT CURB <br />SEE MECH. DWGS. <br />- CLIP L2x2xl6GA. x 0'-4" LG. <br />(2) AT EA. CORNER, (8) TOTAL, <br />W/(2) #10-16 TEKS TO CURB <br />& (2) #12-24 TEKS TO MC6 CHANNEL <br />S (E) METAL DECK <br />CONCENTRATED LOAD <br />TO TOP CHORD <br />ANGLE REINFORCEMENT <br />REQ'D WHEN GREATER L1 H 1/2x3/16 <br />EACH S SIDE <br />THAN 6" <br />L1 1 /2xl 1/2x3/16 <br />EACH SIDE <br />MC6, EACH END <br />OF RTU CURB <br />// / SEE PLAN17 <br />I TYP>3/16 <br />(E) JOIST ANGLE REINFORCEMENT <br />SEE TYPICAL JOIST REQ'D WHEN GREATER <br />(E) JOIST REINFORCING DETAIL THAN 6" <br />CONCENTRATED LOAD <br />* USE CAUTION WHEN WELDING AS NOT TO DAMAGE JOIST. TO BOTTOM CHORD <br />TYPICAL ROOFTOP TYPICAL EXISTING JOIST REINFORCING DETAIL <br />MECHANICAL UNIT SUPPORTS <br />(E) ROOF DECK " <br />\ � (E) ROOF OPG. <br />/ TO BE CAPPED EXIST ROOF <br />\ JOIST <br />�1 I <br />JL <br />EXIST. FRAMING (E) JOIST DIAGONALS <br />@ROOF <br />OPENING. (FIELD VERIFY) FULL LENGTH OF JOIST JOIST PROFILE <br />TYPICAL EXISTING ROOF OPENING TO BE CAPPED EXISTING JOIST REINFORCING DETAIL <br />CONTRACTOR TO FIELD VERIFY SIZES, QUANTITIES AND - DENOTED BY® ON ROOF FRAMING PLAN SEE SHEET S101 <br />LOCATIONS OF ROOF OPENINGS TO BE CAPPED. <br />- TOP & BOTTOM CHORD REINF. TO BE CONTINUOUS (DO NOT SPLICE) <br />SEE PLAN <br />(E) WEB ROD <br />AA <br />L1 1/2xl 1/2x3/16 EA. <br />SIDE OF EXIST. <br />JOIST WEB, TYP. <br />1ST DIAGONAL EA. END <br />AA AA 1/8 11/4" (BUILD-UP FOR <br />FULL THROAT) <br />EXIST. WEB AS ROD <br />DETAIL C <br />3/4 1'-U. - <br />(E) WEB ANGLE <br />BB <br />L1 1/2x1 1/2x3/16 EA. <br />SIDE OF EXIST. <br />JOIST WEB, TYP. <br />TYP. <br />3/16 V 1 1/2" <br />EXIST. WEB AS ANGLE <br />REINFORCE (E) JOIST SEAT <br />W/ PL. 1/4" (N.S. & F.S.) <br />CUT PLATE TO FIT <br />(E) JOIST SEAT <br />JOIST END SEAT REINFORCEMENT <br />DETAIL D <br />3" = 1'-0" <br />REINF. TOP CHORD <br />WITH (2)-5/8" 0 RODS <br />A <br />�n ineer Or Kecora <br />103 \ <br />Thorson -Baker <br />'v Associates <br />C O N S U L T I N G <br />E N GI N E E R S <br />3030 West Streetsboro Road <br />Richfield, Ohio 44286 <br />(330) 659-6688 Phone <br />(330) 659-6675 Fax <br />Date'______ <br />04/19/2022 <br />Drawn By — <br />TBA_ <br />Checked By <br />TBA <br />Sheet <br />j <br />S201 <br />