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e <br />SCUPPER BOX FLANGE BELOW <br />6" MIN, 6° 6" ROOFING <br />(� <br />4" _____.___ COVER CLAD METAL FLANGE WITH <br />i <br />ROOFING MEMBRANE <br />_ -_ _ -STEEL PIPE DOWNSPOUT <br />3116" STEEL TAB W/ SLOTTED HOLE, <br />rai nfort I <br />//yam <br />CC%rga <br />k I — SCUPPER BOX FLANGE OVER PARAPET <br />TYP. <br />architects <br />WALL FLASHING. SEAL JOINTS <br />1 <br />_ 1/2" 0 MACHINE BOLT W1 LOCK NUT <br />- SINGLE PLY FLASKING <br />— __ _.—��__� R 4" X 2 112" X 3116" @ 10'-0" O.C. <br />i "T`��$� F - <br />MAX. (3'-0" MAX. FROM TOP & <br />2407 J Street, Suite 202, Sacramento, CA 95016 916.368.7990 <br />BOTTOM), SET IN BED OF <br />\` <br />t SEALANT @ PENETRATIONS <br />- FACE OF EXTERIOR FINISH <br />1 — PARAPET WALL FALSHING <br />- <br />� <br />PIPE & t <br />`----- _� _ __ BASE FLASHING WELDED TO CLAD METAL <br />SCUPPER BELOW <br />�_._ <br />f� , e ��_ ..... �. � .......�......... �... �� . -. �p ''----_--._..._ CLAD METAL SCUPPER BOX <br />CMU / CONCRETE / MASONRY: <br />) � pf 1, <br />318 O X 3 EXPANSION ANCHOR <br />TYP 3/16 <br />PARAPET WALL <br />G_S.M. SCUPPER BOX CLEAT <br />k <br />BACKER ROAD AND SEALANT <br />TERMINATE CLADING. _._._. <br />1 112" SO, 4 <br />��-- <br />EA. TAB E <br />GALVANIZE METAL WHERE SCUPPER BOX WITH HEMMED EDGE TO <br />INTERACTION WITH G.S.M. ATTACH TO CLEAT, SEAL ALL EDGES, TYP. <br />NOTE: <br />OCCURS, TYP. <br />1. ALL CRIMPED CLEAT CONNECTIONS ARE TO BE <br />AT PLASTER FILLED WITH SEALANT BEFORE CONNECTING TOGETHER. <br />® <br />SCUPPER <br />OWNS POU. „ <br />DOWNSPOUT <br />9 <br />�[ <br />[ 94" <br />3t'= 11-0" <br />3" : 1 <br />FRAMING FUER <br />STRUCTURAL <br />#4 X 1'4,= EA. SIDE, EA. WAY <br />_�_� _ _ <br />INSULATION I`i .; ; <br />-LATH &PLASTER <br />FSLEEVE LOORING FLUSH WITH <br />STRUCTURAL <br />GYMNASIUM HARDWOOD <br />FLOORING SYSTEM <br />{� {, <br />INTERIOR FINISH _ __.___ ____. i a •'-. <br />�— CONCRETE SLAB <br />�� � � � _ CONCRETE CURB <br />ADHESIVE a CONCRETE CURELU <br />a <br />m . a- " .a a � ;. -BASE SCREED <br />BASE PER SCHEDULE ��_ _ - - ■ <br />_ <br />E - P®ST SLEEVE <br />4 <br />rqi1J <br />Fx m <br />4 <br />....SEALANT <br />. <br />4 ® AGGREGATE BASE <br />& BACKER ROD <br />I=.F,E. _` A c� <br />®A <br />3 ice, - -d- �a _ r _ E <br />- n -''"a - _ - <br />. _.'`j• <br />(37g- <br />-- <br />ce✓>� VAPOR BARRIER <br />]f I �I <br />'i� <br />FIBERBOARD <br />EXPANSION JOINT - <br />:qter�• - �� % 3��h��-- �'i <br />—._..—�1.��"''-:F_1- <br />� <br />✓'., <br />THICKENED CONC. <br />CONCRETE WALK OR APRON <br />1'- 6" SCS. - _. ___. _ __. 4" 0 ANCHOR PLATE <br />FLOOR SLEEVE & COVERCURB <br />DETAIL <br />2 <br />6 <br />i11-011 <br />I <br />1 1/2"= 1t_ V till 11120 <br />w�ll <br />I V <br />— — INTERIOR CONCRETE SLAB <br />E <br />i✓ <br />—EXTERIOR WALL <br />,' <br />/ <br />— <br />/ J <br />✓' `P MIN. 112" PIPE WRAP, ALL AROUND <br />PIPNG @ CONC. CURB, TYP. <br />f ' HATCH RAILING SYSTEM <br />{ E ; <br />SECTION / PROVIDE MIN. 1" THICK CONC. COVER <br />OVER. FOAM WRAP a@ EXTERIOR SIDE <br />OF CONC. CURB TYP. (DO NOT CUT <br />—ROOF HATCH <br />€_gaAffi <br />GATE, SEE <br />PLAN T ; — ALL BRACKETS TO BE <br />i :: EXTERIOR CONC. SLAB <br />. <br />i ATTACHED PER <br />` <br />' k { MANUFACTURERS <br />INSTALLATION INSTRUCTIONS <br />a ' <br />711 <br />ft <br />3 j <br />TY' <br />,A_ 1„ FOAM PIPE WRAP, ALL AROUND <br />�cJ<J{ rjc PIPNG WREN PENETRATING THRID <br />FOOTING <br />A 4a <br />-}� <br />A8_ .1 <br />\j `.'.}r ,1 ✓� aa1 j q� .3 i_,•� ti �... i`_.: <br />CONCRETE FOOTING <br />RWL. PIPING <br />Copyright 0 2014 Rainfo€th Grau Architects. All rights reserved. Reproduction of these plans, either in whole or in part, including any form <br />of copying and/or preparation of derivative works thereof, for any reason without prior written permission, is strictly prohibited. <br />DSA <br />® <br />RRL TH1 CONC. CURS <br />File No. 39-53 <br />ARC <br />iU <br />�r&SO <br />1 1/2" s V-0" <br />IDENTIFICATION STAMP <br />v <br />DIV. OF THE STATE ARCHITECT <br />02-114490 Inc 1 <br />�- C-23405 -4 <br />CSS 513111 i <br />LATH & PLASTER ---____._______ <br />�' �r <br />CASING BEAD <br />a I <br />BACKER ROD ;;�I <br />AC FLS SS 3 <br />DATE <br />R DATE 0 <br />OF <br />& SEALANT •3 € <br />CP'\ <br />GYPSUM WALLBOARD <br />DOOR <br />\ <br />\\\ <br />\ <br />.a..o <br />— — _— <br />LINCOLN E.S. -� CAFETERIA & <br />LASS R%CTI MODERNIZATION, <br />w FIXED ACCESS LADDER <br />, <br />o <br />� <br />INCREMENT 1. CAFETERIA <br />.... <br />.. _...._. . _. .. ... .... ... <br />jj1 <br />I l <br />j] <br />MANTECA UNIFIED SCHOOL DISTRICT <br />1 ----. ---- GYPSUM WALLBOARD <br />STOREFRONT , /' <br />MANTECA, CALIFORNIA <br />WALL BRACKET W/ (2) 3/8" O X 4 1/2" <br />DOOR FRAME <br />LAG BOLTS INTO SOLID BLKG. <br />-71 <br />INSULATION <br />TAILS <br />DETAILS <br />_ <br />GYPSUM -- <br />-- <br />�y <br />WALLBOARD <br />FRAMING PER STRUCTURAL <br />CONT. <br />Is - - - <br />9 <br />2x2 <br />BLOCKING <br />I ♦� "J <br />BACKER ROD <br />4X BLOCKING PER <br />r <br />&SEALANT `'� BACKER ROD AND SEALANT <br />� - -- - <br />✓ _ <br />GRID 2 <br />�� <br />INC.1 <br />Revision <br />DRAWN <br />Author <br />PROJECT NO. <br />15-1207 <br />�— — FLOOR BRACKET, WITH 112" OHILTI <br />I / <br />♦ <br />© KWIK BOLT TZ W/ 3" EMBEDMENT <br />INTO CONCRETE, EA. SIDE OF <br />CMU WALL - — f <br />CHECKED <br />- <br />DATE <br />LADDER <br />Checker <br />6-26-15 <br />SCALE <br />SHEET <br />{�/�l�W�J�■ <br />ACCESS LAODER <br />8 <br />STOREFRONT CORNER <br />As Indicated <br />�� � <br />4 1 <br />. � <br />f1 <br />f-olt <br />1 = I <br />3' =1 -Ott _ <br />