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OA <br />K <br /> <br />S <br />T <br />. <br />⅊ <br />⅊ <br />⅊ <br />DYER RD. <br />⅊ <br />100' <br />30' <br />120' <br />30'-5" <br />21'-3"57'-6"21'-3" <br />16'-6" <br />(OUTDOOR AREA) <br />38' <br />EXHAUST TERMINATION NOTE: <br />EXHAUST OUTLET TERMINATION POINT TO BE: <br />30' FROM THE LOT LINE; <br />10' FROM OPENINGS INTO THE BUILDING; <br />6' FROM EXTERIOR WALLS AND ROOFS; <br />10' ABOVE ADJOINING GRADE <br />(PER CFC 2404.7.6) - SEE ROOF PLAN SHT. A 2.0 <br />9' <br />13'-6" <br />84'-6" <br />64'-6" <br />42' <br />60'-7"73'-11" <br />100' <br />46'-11" <br />EXHAUST DUCT SCREENING <br />(SEE PLAN & DETAIL THIS SHEET) <br />(E) ROOFTOP <br />A/C UNIT <br />(E) BLDG. VENT(E) BLDG. VENT <br />(E) BLDG. VENT <br />(E) BLDG. VENT(E) BLDG. VENT <br />SEE PLAN VIEW FOR DISTANCES <br />6'-0" <br />L2"X2"X14 GA. GALV. STEEL <br />(TYP. OF 3) <br />(E) 2X6 WOOD SUB JOISTS <br />LOCATED @ 24" O.C. (TYP.) <br />TYP. BASE SUPPORT <br />(SEE DETAIL THIS SHEET) <br />TYP. BASE SUPPORT <br />(SEE DETAIL THIS SHEET) <br />TYP. <br />1 <br />8" <br />NEW 4"X4" WOOD BLOCKING <br />SECURED USING SIMPSON STRONG TIE <br />(LUS44) (TYP.)(E) 4XJOIST/ BEAM <br />SUPPORT <br />Ø5/16" NUT/BOLT CONNECTION <br />(TYP. OF 3) <br />Ø5/16" NUT/BOLT <br />CONNECTION (TYP.) <br />TYP. <br />1 <br />8" <br />Ø5/16" NUT/BOLT <br />CONNECTION (TYP.) <br />(E) ROOF <br />16 GA. 4" Z SECTION TO PANELING <br />(ATTACH Z'S USING T/3 TEK SCREWS) <br />16 GA. 4" Z SECTION TO PANELING <br />(ATTACH Z'S USING T/3 TEK SCREWS) <br />26 GA. FLAT SHEET METAL SIDING <br />(MATERIAL AND COLOR TO MATCH THAT OF <br />THE EXISTING BUILDING) <br />ROOF SCREENING SECTION DETAIL <br />SCREENING NOTES: <br />1. DETAIL DEPICTS TYP. CONNECTION OF ROOFFTOP EQUIPMENT SCREENING. <br />2. CORNER STIFFENERS (TR10) DTL10/RS-5 TO BE PROVIDED @ ALL CORNERS. <br />3. MATERIAL AND COLOR TO MATCH THAT OF THE EXISTING BUILDING. <br />L4"X4"X1/4" ANGLE <br />IRON PLATE. (TYP.) <br />BASE FLASHINGROOF MEMBRANE <br />(E) PLYWD ROOF DECK <br />FASTEN BASE SUPPORT TO NEW 4X4 WOOD <br />SUPPORT USING Ø5/16"X 4" GRADE 18-8 <br />STAINLESS STEEL HEX HEAD LAG SCREW <br />(TYP. OF ALL BASE CONNECTIONS) <br />L2"X2"X14 GA. (TYP.) <br />1 <br />8" <br />TYP. <br />Ø5/16" NUT/BOLT <br />CONNECTION (TYP.) <br />NEW 4"X4" WOOD BLOCKING <br />SECURED USING SIMPSON <br />STRONG TIE (LUS44) (TYP.) <br />BASE SUPPORT DETAIL <br />ROOF SCREENING PLAN VIEW <br />9' <br />4'-6"2'-3"2'-3" <br />4'-6" <br />4'-5" <br />4'-6" <br />13'-6" <br />-- <br />2TYP. <br />-- <br />2 TYP. <br />Ø42" <br />DUCT <br />6'-9" <br />6'-9" <br />3'4'-6" <br />(EXISTING PARAPET WALL) <br />(E <br />X <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />P <br />A <br />R <br />A <br />P <br />E <br />T <br /> <br />W <br />A <br />L <br />L <br />) <br />(EXISTING PARAPET WALL) <br />(E <br />X <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />P <br />A <br />R <br />A <br />P <br />E <br />T <br /> <br />W <br />A <br />L <br />L <br />) <br />20' <br />SHEET #: <br />A-2 <br />SHEET CONTENTS: <br />ROOF PLAN & <br />SCREENING PLAN <br />CLIENT: <br />PROJECT: <br />INSTALL PAINT <br />SPRAY BOOTH <br />CONTRACTOR: <br />REVISIONS <br />SCALE: 1" = 20'-0" <br />DATE:08/24/24 <br />CHECKED BY: M.M. <br />DRAWN BY: P. A. <br />NO.DESCRIPTION DATE <br />ADVANCED FIBERGLASS <br />CONCEPTS <br />2907 OAK ST. <br />SANTA ANA, CA 92707 <br />WARNING: This document is for the use of licensed users <br />only. Any Unauthorized copying, distribution, or <br />disclosure of information is a violation of copyright laws. <br />No reproduction in whole or in part of this document may <br />be made without the written consent of <br />MDI Spray Systems. <br />MDI Spray Systems <br />888 E. 1st Street <br />Pomona, CA 91766 <br />www.mdispraysystems.com <br />LIC.#499372, CLASS B, C-16 <br />EXPIRES: 05/31/25 <br />ENGINEER: <br />Digitally Signed 03/18/25. <br />2907 S Oak St <br />4/24/2025