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2 <br />-SINGLE PLY ROOFING <br />0/ UNDERLAYMENT BOARD <br />—PAINTED CLAD METAL FASCIA <br />EDGETRIM W/2 1-1/4"L GALV. <br />I 500EMoft <br />rainforth <br />FASTENERS @ T-0' STAGGERED <br />C(rrga <br />INTO METAL PERIMETER CHANNEL <br />grau <br />18 GA. PERIMETER CLOSURE <br />architects <br />CHANNEL TO MATCH DEPTH OF <br />SINGLE PLY ROOFING <br />O/UNDERLAYMENT----METAL <br />INSULATION <br />A8.1.2 <br />----SINGLE <br />PLY ROOFING <br />O/UNDERLAYMENT <br />DECK CLOSURE CHANNEL- <br />SEE STRUCT. <br />%ftm <br />,,----RIGID <br />INSULATION <br />------.CLOSURE <br />RIGID INSULATION <br />PLATE - SEE STRUCT. <br />........ . .. . <br />_ ___ _ __ -- 3 T ,i --RIGID INSULATION <br />2407 J Street, Suite 202, Sacramento, CA 95816 91&368.7990 <br />—FLUTE INSULATION <br />L -L <br />----EXPOSED METAL DECK <br />CLOSURE PLATE - SEE STRUCT, <br />7- <br />PLY ROOFING <br />01UNDERLAYMENT <br />r <br />LL4 <br />'4 J, - <br />---RIGID <br />INSULATION <br />20 GA. CONT. CLEAT W/ 1-1/4" <br />-4 <br />, LI. <br />A- <br />-------— ---------------------- <br />MTL. DECK FLUTE <br />CLOSURE & INSULATION <br />4-4- <br />_4_4 1-j <br />4 <br />8" <br />N, 7' <br />�--EXPOSED METAL DECK <br />-- - -- ------- <br />-4 <br />_-ILAL <br />y <br />-*--#18 <br />SCREW@ V- 4'° O.C. (TOPIBOT.) <br />........ .. \—EXPOSED <br />METAL DECK <br />X <br />---EXPOSED WF BEAM "TAPERED" WEB <br />EXPOSED WF BEAM TOP FLANGE <br />INSULATION <br />_N <br />__—#1 0 TEK SCREW @ Z -O" OC. <br />_____-2 <br />1/2" x 24GA. METAL TRACK <br />(TOP AND BOTTOM) <br />—EXPOSED METAL DECK <br />\--2 <br />#18 SCREW@ V- 4" O.C. <br />(TOP/BOTTOM) <br />--1---BATT <br />INSULATION <br />H1 EAVE <br />1/2" x 24GA. METAL TRACK, <br />TOP & BOTTOM <br />-----BENT <br />PLATE CLOSURE - SEE <br />-----" <br />1/2TECTUM CLOSURE PANEL <br />3" -01, <br />STRUCT. <br />--STEEL <br />CLOSURE - SEE <br />STRUCT. <br />__--CONT. <br />SEALANT <br />—2 112" x 24GA. METAL TRACK <br />SINGLE PLY ROOFING <br />01UNDERLAYMENT BOARD <br />THERMAL BATT INSULATION <br />(TOP & BOTTOM) <br />RIGID INSULATION <br />18 GA.PERIMETER CHANNEL <br />BENT PLATE CLOSURE - SEE <br />__TECTUM <br />CLOSURE PANEL <br />TO MATCH DEPTH OF <br />INSULATION <br />STRUCT. <br />4 <br />METAL DECK CLOSURE <br />------PAINTED <br />GSM FLASHING <br />CHANNEL -SEE STRUCT. <br />GUTTER STRAP <br />---A-------CONT. <br />CONT. <br />SEALANT--� <br />-----BATT <br />INSULATION <br />SEALANT <br />--WF <br />BEAM SET IN CMU - SEE <br />_�J 4- <br />. . . . . . . . . . . STRAINER AT DOWNSPOUT <br />TECTUM CLOSURE PANEL - <br />PAINTED <br />STRUCT. <br />4 <br />COPED WEB OF WF BEAM <br />SEE STRUCT <br />�*---CMU <br />WALL <br />Q0 <br />PAINTED GSM. GUTTER <br />--#I 0)9'POWDER DRIVEN <br />FASTENERS @ Z -O" O.C. <br />7 <br />-77 <br />J <br />4" <br />CMU WALL <br />PAINTED GSM FLASHING <br />ZA <br />PAINTED GSM. FLASHING <br />W1 1/2" DRIP <br />—PAINTED GSM FLASHING_CMU <br />WALL <br />20 GA. CONT. CLEAT W/ i' <br />i 1/4" FASTENERS @ 6" O.C. <br />IJDOWNSPOUT <br />WHERE <br />OCCURS <br />---------------METAL DECK <br />TOP FLANGE OF WF BEAM <br />HI EAVE <br />CLOSURE <br />LOW EAVE CLOSURE <br />RAKE CLOSURE <br />—`WF BEAM WEB <br />GUTTER AT LOW EAVE <br />10 <br />6 <br />2 <br />14 <br />3,1 11M51, <br />31'= V-019 <br />3" = 1._00 <br />3" = 1'-00 <br />LINE OF CMU WALL -'SURFACE TO BE <br />—SINGLE PLY ROOFING <br />UNDERLAYMENT <br />CMU WALL <br />SMOOTH WHRE ANGE OCCURS <br />RIGID INSULATION <br />X 2" MASONRY ANCHOR <br />-STEEL ANGLE - SEE STRUCT <br />4 <br />4 4 <br />ij 1 7 <br />.11 1 1 <br />H I L4_j__Ld� <br />4- <br />W/NEOPRENE WASHER @ Z-0"O.C. (1- <br />--1/2" EMBEDMENT)ED REGLET <br />METAL DECK - SEE STRUCT <br />—EXPOSED <br />METAL DECK <br />PAINTED GSM FLASHING <br />A?'6L7_ -5_7A_ cfC1_ri <br />------- <br />------------------------- <br />- - <br />41 <br />K ---DASHED <br />"N <br />LINE OF STEEL <br />STIFFERNER BEYOND, SEE <br />STRUCT. <br />SLOPE <br />1 <br />f <br />STEEL BENT PLATE CLOSURE, <br />— — <br />-3/8" SPACESPACER/WASHERCOPED <br />AT WF BEAM - SEE STRUCT. <br />___------ —CONT. <br />SEALANT <br />1A <br />C) __WF <br />BEAM WEB -SEE. STRUCT, <br />MIN. AIR GAP FOR DRAINAGE <br />-----WF <br />BEAM BOTTOM FLANGE <br />BEYOND <br />------STEEL <br />EMBED PLATE - SEE STRUCT <br />" <br />"SPOIL" <br />W- <br />20 GA. CONT. CLEAT 1 1 1/4 <br />--S,STL. <br />NUT - END OF NUT <br />7 <br />FASTNERS @ 1" O,C, <br />_CONT.BENT <br />CLOSURE PLATE - SEE <br />STRUCT <br />- <br />GROUT DRYPACK - SEE STRUCT. <br />A <br />'\-----LATH <br />------CMU <br />WALL <br />AND PLASTER <br />Copyright C 2014 Rainforth Grau Architects. All fights reserved. Reproduction of these plans, either in whole or in part, including any form <br />FLASHING SHOWN DASHED IN <br />WOOD FRAMING <br />of copying and/or preparation of derivative works thereof, for any reason without prior written permission, is strictly prohibited. <br />FOREGROUND FOR CLARITY <br />DSA <br />FETAL CAN <br />0 PY <br />HI EAVE CLOSURE <br />ELEVATION <br />CMU TO WOOD WALL <br />File No. 39-53 <br />SeD ARC <br />15 <br />11 <br />F <br />3" 11.6" <br />1 1/21' 1 -oil3 <br />3- 11-00 <br />IDENTIFICATION STAMP i <br />DIV, OF THE STATE ARCHITECT <br />02-114490 Inc I IF_ <br />5/39117 <br />VARIES - SEE REF. CEILING PLAN --------SINGLE PLY ROOFINGC-23405 <br />4112" 0/ UNDERLAYMENT BOARD <br />OfTAPERED INSULATION <br />---------SINGLE PLY ROOFING <br />0/ UNDERLAYMENT BOARD <br />/—PRE -FINISHED CLAD METAL <br />FASCIA <br />/X <br />ACA�—FI-Sh*C S<S:�4 <br />— <br />DATE [[—of T I <br />RE QQe <br />71x D E <br />OF C ALS <br />------- <br />-METAL DECK - SEE STRUCT. <br />-,,--METAL DECK -SEE STRUCT. <br />__1�4--METAL DECK CLOSURE <br />/--METAL DECK CLOSURE CHANNEL <br />CHANNEL <br />�_�PRE-FINISHED <br />LINCOLN E.S. CAFETERIA & <br />�--CONT. CLEAT <br />CLAD METAL FASCIA <br />------------ - <br />------------ - - <br />CLASSROOM MODERNIZATION <br />L__CONT. CLEAT <br />INCREMENT 1: CAFETERIA <br />SEALANT <br />�--SEAILANT <br />it <br />MANTECA UNIFIED SCHOOL DISTRICT <br />--METAL STUD JOISTS - SEE <br />STRUCT. <br />4* STEEL CHANNEL -SEE STRUCT. <br />MANTECA, CALIFORNIA <br />MAX. tA IVILACAt- %0 <br />kro Ct �C? <br />M <br />STEEL TUBE OR WF BEAM <br />- SEE STRUCT. <br />ROOF DETAILS <br />PRE -FINISHED FASCIA <br />HSS WHERE OCCURS <br />BEAM BEYOND - SEE STRUCT, <br />MTL. TRIM MOLD BY PANEL MFR. <br />LT. GA. FRAMING BEYOND - <br />SEE STRUCT. <br />--PRE-FINISHED METAL FASCIA <br />CLEAT <br />CONT. CLEAT <br />INC,1 <br />7 <br />—PRE FINISHED METAL SOFFIT PANEL <br />#12 S.M.S, @ EA. JOIST <br />#12 S.M.S. @ EA. JOIST <br />Revision <br />DRAWN <br />AFH <br />PROJECT NO. <br />15-1207 <br />CHECKED <br />DATE <br />.7/8" HAT CHANNEL SPACER Z-O"O.C. <br />_-7/8 " HAT CHANNEL SPACER @ 2'4'0�C. <br />AFH/PW <br />6-26-15 <br />CONCEALED #12 &M EA, CHANNEL <br />-S <br />CONCEALED #12 S -M -S EA. CHANNEL <br />SCALE <br />As indicated <br />SHEET <br />CANOPY FASCIA <br />—PREFINISHED METAL SOFFIT PANEL <br />CANOPY FASCIA <br />A8.1.2 <br />8 <br />4 <br />3r1=1' -Oil <br />3" =11-011 <br />