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1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />A B C D E F <br />HD-1 <br />[1000 LBS] <br />EF-1 <br />[300 LBS] <br />MAU-1 <br />[650 LBS] <br />RTU-1 <br />[1500 LBS] <br />CU-2 <br />[100 LBS] <br />CU-3 <br />[100 LBS] <br />CU-1 <br />[200 LBS] <br />RTU-2 <br />[1900 LBS] <br />EF-2 <br />[100 LBS] <br />4x64x6 <br />4x64x6 <br />4x64x64x64x6 <br />4x64x6 <br />4x64x64x6 <br />4x6 <br />4x64x64x64x6 <br />4x64x64x6 <br />4x64x64x64x64x64x6 <br />4x64x64x6 <br />4x64x6 <br />4x6 <br />4x6 <br />4x6 <br />4x64x64x6 4x6 <br />4x64x64x6 <br />4x64x64x6 <br />P1000 UNISTRUT <br />P1000 UNISTRUT <br />P1000 UNISTRUT <br />P1000 UNISTRUT <br />HOOD SUPPORT TO <br />ROOF PER 11/S100 <br />MECH UNIT SUPPORT <br />TO ROOF PER 4/S100 <br />MECH UNIT SUPPORT <br />TO ROOF PER 4/S100 <br />MECH UNIT SUPPORT <br />TO ROOF PER 4/S100 <br />CONDENSER UNIT <br />SUPPORT TO <br />ROOF PER 8/S100 (E) 24" WOOD TRUSS @30"OC(E) ROOF SHTHG <br />(E) 2x6 STUD PARAPET WALL, <br />TYP AT PERIMETER UNO <br />SHTHG <br />T/(E) <br />(E) SHTHG <br />(E) TRUSS <br />ATTACH CURB TO BLKG <br />W/ SDS1/4"Øx2 1/2" @ 12"OC <br />TYP (4) SIDES <br />ATTACH MECH UNIT TO CURB <br />W/ #12 SCREWS @ 12"OC <br />LONGIT & TRANSV, TYP EA SIDE <br />SEISMIC RESTRAINT CLIPS <br />(2) PER CORNER (8) TOTAL <br />W/ (2) #12 SHEET METAL SCREWS, <br />MIN PER SEISMIC RESTRAINT CLIP <br />TYP EA SIDE <br />4x6 BLKG W/ LUS46 HGR <br />MECH UNIT & CURB BY OTHERS <br />REPAIR WATERPROOFING PER ARCHITECTURAL. <br />NOTE: <br />SHTHG <br />T/(E) <br />(E) TRUSS <br />(E) SHTHG <br />ATTACH UNIT TO BLKG <br />W/ 1/4"Øx2 1/2" SDS <br />SCREWS @ 12"OC CONDENSER PER MECH <br />4x6 BLKG W/ LUS HGR <br />EA END TO TRUSS <br />REPAIR WATERPROOFING <br />AT WOOD BLKG PER ARCH <br />PROVIDE 4x4 TREATED WOOD <br />PERP TO FRAMING PER PLAN, <br />EXTEND TO JOIST BEYOND EA <br />SIDE OF UNIT. ATTACH TO 4x6 <br />BLKG BELOW W/ 1/2"Øx6" LAG <br />SCREW (GALV), LOCATE LAGS <br />12"FROM EA END OF UNIT & AT <br />CENTER OF CURB ((3) LAGS MIN)CL2"(E) TRUSS <br />L4x4x1/4x0'-5" W/ <br />(2) SDS1/4"Øx1 1/2 @ 3"OC <br />TO (E) TRUSS OR BEAM, TYP <br />UNISTRUT PER PLAN <br />ATTACH TO ANGLE W/ <br />3/8"Ø BOLTS AND <br />WASHERS, TYP <br />(E) SHTHG <br />SHTHG <br />T/(E) <br />HOOD BY OTHERSAIRCRAFT CABLE ATTACHED TO HOOD, <br />INSTALL W/ NO SLACK, PROVIDE <br />(2) GALVANIZED CABLE CLAMPS <br />& THIMBLE & LOOP <br />AIRCRAFT CABLE (1000# MIN <br />TENSION CAPACITY) (1) PER <br />CORNER (4) TOTAL, LOCATE AT <br />1:1 SLOPE APPROX 45º IN FROM <br />EA CORNER CLMAX6"CLMAX6"1/2"Ø ALL-THREAD W/ DBL NUT <br />T&B & P1000 ROD STIFFENER W/ <br />P2486 @ 12"OC <br />4x6 BLKG W/ LUS <br />HGR EA SIDE <br />2x6 BLKG EA <br />SIDE OF CONN <br />ATTACH AIRCRAFT CABLE TO <br />BLKG W/ 1/2"Øx4" MACHINERY <br />EYEBOLT W/ SHOULDER PRE- <br />DRILL HOLES W/ <br />PL WASHER 2x2x3/16 <br />CLCL2 1/2"ROOF FRAMING PLAN NOTES: <br />1. ROOF TRUSS DESIGN INCLUDES THE MECHANICAL EQUIPMENT WEIGHT AND LOCATION. <br />VERIFY WITH TRUSS MANUFACTURER SHOP DRAWINGS PRIOR TO CONSTRUCTION. <br />©Copyright D'Amato Conversano Inc. All Rights Reserved <br />This document, and the ideas and designs may not be reused, in whole or <br />in part, without written permission from D'Amato Conversano Inc. <br />D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. <br />www.dci-engineers.com <br />CIVIL / STRUCTURAL <br />® <br />341 W Tudor, Suite 105 <br />Anchorage, Alaska 99503 <br />P: (907) 257-2613 <br />These drawings are sufficiently complete for submission to the jurisdiction having authority for permit. The Contractor shall not use these <br />drawings for construction until Contractor receives written approval for use in construction by the jurisdiction having authority and DCI Engineers. <br />FOR PERMIT <br />CHIPOTLE MEXICAN GRILL, INC. <br />PO BOX 182566 <br />COLUMBUS, OH 43218-2566 <br />TELEPHONE: (614) 318-2400 <br />Project No. <br />Contents: <br />Revisions: <br />Issue Record: <br />Consultant: <br />Drawn:Checked:Project Manager: <br /># <br />COPYRIGHT 2020 <br />THIS DRAWING IS AN INSTRUMENT OF SERVICE <br />AND AS SUCH REMAINS THE PROPERTY OF <br />CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR <br />USE OF THIS DOCUMENT IS LIMITED AND CAN BE <br />EXTENDED ONLY BY WRITTEN AGREEMENT WITH <br />CHIPOTLE MEXICAN GRILL, INC.. <br />05.2020 <br />6/2/2020 10:49:36 AM C:\_localrevit\Struct-20101-0078-R2018_jsizemore@dci-engineers.com.rvt <br />040519 <br />STRUCTURAL ROOF FRAMING <br />PLAN AND DETAILS <br />S100 <br />06/05/2020 PERMIT SUBMITTALLATHROP16542 GOLDEN VALLEY PARKWAYLATHROP, CA 95330STORE NO.: 04-3535JS JJRJJR <br />NSCALE: 1/4" = 1'-0" <br />ROOF FRAMING PLAN <br />SCALE: 1" = 1'-0"4 MECHANICAL UNIT TO ROOF CONNECTION <br />SCALE: 1" = 1'-0"8 CONDENSER UNIT TO ROOF CONNECTION <br />SCALE: 1" = 1'-0"11 HOOD SUPPORT DETAIL