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NEOPRENE GASKET <br />GASKET <br />(ALL AROUND COVER) <br />SLAM LATCH <br />INSIDE & OUTSIDE HANDLES EXT. INT. <br />W/ PADLOCK HASPS <br />I <br />COVER WALL BEYOND <br />n COVER LINER 8"W X 8"D DOOR IN PLACE <br />1" THICK FIBERGLASS <br />COVER INSULATION <br />PINTLE HINGE <br />LIFTING MECHANISM W/ <br />REINFORCED COMPOSITE <br />TUBES AND ELECTROCOATED <br />COMPRESSION SPRINGS <br />1" RIGID FIBERBOARD <br />INSULATION <br />1 /2"X2 1 /2" PL <br />SIDE RAIL <br />3/4" DIA STL. <br />ROD RUNES <br />@ 12" O.C. <br />1/4"X3" BENT <br />PLATE W/ 5/8 <br />@ 48" O.C. Mj <br />ARM GUIDE <br />Apo BRACKET <br />RED VINYL GRIP <br />HOLD OPEN ARM W/ <br />NYLON ROLLER <br />LOCK STRIKE & <br />PADLOCK HASP <br />PROVIDE OSHA COMPLAINT <br />LADDER POST; ACTIVAR LP4 <br />OR EQUAL <br />FRAME W/ CAPFLASHING <br />(CORNERS FULL WELDED) <br />ROOF DECK <br />RE: ROOF PLAN <br />FOR ELEVATIONS <br />�I <br />0 <br />M FUTURE FINISH FLOOR <br />EL: t 0'-0" <br />T-1" <br />OVER ALL <br />2'-6" <br />FRAME OPENING LENGTH <br />NOTES: <br />1. G.C. SHALL PROVIDE SIGNED & SEALED SHOP DWG'S BEFORE <br />INSTALLATION. <br />2. STEEL LADDER SHALL BE GALVANIZED FINISH. <br />3. ALL JOINTS ON LADDER TO BE Y8" CONT. FILLET WELDED. <br />EXPANTION JOINT <br />/_ <br />EXTERIOR SIDE WALK. <br />REFER TO CIVIL DWG'S. <br />8" HOOK INTO FOOTING - <br />FOOTING REFER TO _- <br />STRUCTURAL DRAWINGS FOR <br />ADDITIONAL INFORMAT16N <br />SILL W/ (1) # 5 CONT. <br />3 COATS STUCCO 0/ PAPER BACKED <br />METAL LATH 0/ 1 LAYER NO. 15 <br />FUTURE INTERIOR SLAB <br />ASPHALT FELT 0/ 8" SHEATHING 0/ <br />25 GA-GALV 3 %%" MLT STUDS @ 16" <br />CONT. SEALANT & O.C.CONT. <br />CONT. SEALANT & <br />SEALANT & - <br />TO OF SLAB <br />BACKER ROD BACKER ROD <br />BACKER ROD <br />ALUMINUM & GLASS EXTERIOR �v FALUMINUM & GLASS <br />ALUMINUM & GLASS <br />STOREFRONT ----..__.... _. -_---- r STOREFRONT <br />STOREFRONT--\ <br />IT <br />i4' SHIM <br />8" CMU 8" CMU <br />INTERIOR <br />FLUID APPLIED FLASHING <br />- TO OF FOOTING OgL COMPLYING W/ AAMA 714. TYP. <br />-- SEE STRUCTURAL @ ALL MASONRY OPENINGS <br />- DWG'S <br />OMPACTED FILL <br />MIN. 95% DENSITY <br />4' SHIM 4' SHIM-/ <br />FLUID APPLIED FLASHING <br />COMPLYING W/ AAMA 714. <br />TYP. @ ALL MASONRY <br />OPENINGS <br />CONT. SEALANT & <br />2 COATS STUCCO BACKER ROD <br />0/ 8" CMU ALUMINUM & GLASS <br />EXTERIOR [-STOREFRONT <br />INTERIOR <br />SLAB DETAIL @ DOORS & PILASTER DETAIL DETAIL <br />3 SCALE: 1 1/2" = 1'-0" STOREFRONT OPENINGS (A)SCALE: %4' =1'-0" (�)PILASTER <br />SCALE: %"=1'-0" <br />ALUMINUM & GLASS <br />STOREFRONT) <br />CONT. <br />-SEALANT & <br />BACKER ROD <br />ALUMINUM & GLASS FLUID APPLIED FLASHING <br />_- - - -_ 8" CMU STOREFRONT COMPLYING W/ AAMA 714. g° CMU <br />- - - - - <br />TYP. @ ALL MASONRY <br />4' SHIM 4' SHIM OPENINGS <br />I_ _9777 <br />Q _ W <br />c7 i i ?D POSI-FLASH ° in > °' I i I FLASHING SYSTEM <br />g- <br />0 a in fl T-6" CONT. T-6" 2'-6" 8" <br />0 � � � � 2 COATS STUCCO BACKER ROD <br />0/ 8" CMU 3 COATS STUCCO 0/ PAPER BACKED 3 COATS STUCCO 0/ PAPER BACKED <br />FL L DD R I/ oo - - - I METAL LATH 0/ 1 LAYER NO. 15 METAL LATH 0/ 1 LAYER NO. 15 <br />ASPHALT FELT 0/ %%" SHEATHING 0/ ASPHALT FELT 0/ 5%" SHEATHING 0/ <br />- - - - - - __BILCO TYPE S 25 GA-GALV 1 %" MLT STUDS @ 16" 25 GA-GALV 1 5%" MLT STUDS @ 16" <br />6" <br />ROOF SCUTTLE OR EQUAL O.C. O.C. <br />PLAN ELEVATION <br />2 COATS STUCCO <br />0/ 8" CMU <br />8" CMU <br />INTERIOR <br />co \ <br />T-1 " <br />EX' <br />3 COATS STUCCO 0/ PAPER BACKED <br />METAL LATH 0/ 1 LAYER NO. 15 <br />ASPHALT FELT 0/ %" SHEATHING 0/ <br />25 GA-GALV 1 %" MLT STUDS @ 16" <br />O.C. <br />SHIM <br />0/ 8" CMU <br />ROOF LADDER DETAIL PILASTER DETAIL PILASTER DETAIL <br />6 SCALE: 3/4" = V-0" SCALE: %4'=1'-0" U SCALE: %4'= 1'-0" <br />2 COATS STUCCO <br />4" 25 GALVANIZED <br />FLASHING <br />LAPPED UNDER STUCCO & <br />OVER CANOPY FLANGE <br />FULL LENGTH OF CANOPY. <br />PREMANUFACTURED <br />CANOPY <br />CMU WALL <br />CONCRETE LINTEL <br />i <br />i <br />LIQUID APPLIED <br />FLASHING <br />i <br />i <br />I® <br />STOREFRONT <br />I I Revisions: —I I <br />a <br />D <br />ZO <br />w <br />M <br />Q <br />LLl <br />� <br />W <br />Z <br />w0 <br />fA <br />a <br />o <br />J <br />LU <br />z <br />Q <br />= <br />U <br />W <br />= <br />a <br />W <br />0 <br />J <br />_1 <br />2 <br />< <br />ZI- <br />Z <br />i <br />3 <br />0 <br />W <br />w <br />V♦ <br />Z <br />� <br />0 <br />J <br />a "' <br />a <br />E <br />Uj <br />000 <br />M <br />V <br />aZ0 <br />0 <br />30� <br />V <br />Q <br />N <br />oca <br />0.0 <br />�a <br />U <br />W <br />N <br />N <br />w <br />0 <br />IL <br />Job Number: 22008.01 <br />File name: <br />Issued Date: <br />Drawn by: <br />Checked by: <br />SHEET NAME <br />DETAILS <br />CANOPY / WALL DETAIL <br />SCALE: 1 1 /2" = 1'-0" <br />T USED <br />Or <br />NOT�US�ED <br />(i�SCALE: <br />NOT USED <br />1 SCALE: <br />USED <br />grT <br />SHEET NUMBER <br />A-8.0 <br />