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COVER <br />GASKET (ALL AROUND) <br />G <br />SPRING LATCH WITH INSIDE -OUTSIDE <br />HANDLES AND PADLOCK HASP <br />COVER LINER <br />RED VINYL GRIP <br />LADDER SAFETY POST SEE DIET. A301 <br />rAUTOMATIC HOLD OPEN ARM AND — <br />COVER RELEASE <br />CURB WITH INTEGRAL CAPFLASHING <br />I IZ-"— AND CLIP <br />COMBINATION LOCK STRIKE AND <br />PADLOCK HASP. PROVIDE BEST CORE <br />LOCK. <br />LIFTING MECHANISM <br />i HOUSING <br />4 Roof Hatch Detail <br />NTS <br />STAPLES PROTOTYPE DETAILASI.1 -10 <br />�C <br />6" _ V-0" _ <br />ROOF HATCH SHALL BE PRIMED & TWO <br />COATS OF GLOSS PAINT <br />1" FIBERGLASS INSULATION <br />THROUGHOUT COVER <br />HINGE <br />1" RIGID FIBERBOARD INSULATION <br />AROUND OUTSIDE OF CURB <br />T-0" T-10" 1'-0" <br />12 12 <br />18 118 <br />n RE: A502-2 FOR ROOF <br />I / \ RIDGE DETAIL <br />SELF-SEALING <br />SHINGLES OVER "ICE & <br />WATER SHEILD" FELT <br />/ / ! OVER 5/8" FRT <br />/ / ! PLYWOOD <br />RE: A501-3 FOR ROOF <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />LI <br />II <br />NOTE: <br />POST TO BE CENTERED <br />AT OPENING. <br />BALANCING SPRING <br />SIDE <br />VIEW ENLARGED VIEW WITF <br />SAFETY POST UP AND <br />LOCKED <br />BILCO LADDER <br />SAFETY POST <br />FROM TOP OF RUNG <br />STAINLESS STEEL <br />MOUNTING BOLTS 318-16 x <br />2" <br />ADJUSTABLE MOUNTING -- <br />CHANNEL <br />FRONT VIEW <br />5 Ladder Safety Post <br />NTS <br />STAPLES PROTOTYPE DETAIL AS1.1-10 <br />SHINGLES. SEE NOTE AT RIGHT. <br />I I <br />TERMINATION DETAIL <br />— / / <br />/ II <br />/ <br />PREFIN ALUM GUTTER TIED INTO <br />I / I <br />DOWNSPOUT HIDDEN IN COLUMN <br />\ / ! <br />RE: A501-3 FOR TYP <br />BEYOND. ALL DOWNSPOUTS TO BE <br />/ / ! <br />PARAPET WALL DETAIL <br />12 <br />TIED DIRECTLY INTO SITE STORM <br />j <br />DRAINAGE SYSTEM UNDERGROUND. <br />5 <br />I <br />RE: ROOF PLAN & A502-4 <br />I <br />I <br />! ! <br />%" PER FT <br />T O MASONRY/ <br />Allik TRUSS BEARING <br />------------------ <br />MIN SLOPE <br />20'-0" AFF <br />JOIST BEARING <br />19'-4" AFF / <br />II <br />I ! <br />RE: A502-1 FOR ROOF <br />EAVE DETAIL <br />II <br />LIGHT GAUGE TRUSSES. ! <br />RE: STRUCTURAL <br />EIFS TRIM. RE: — <br />A502-6 <br />3/4" STUCCO OVER <br />518" DENS GLASS <br />SHEATHING <br />BASE CURB, STONE <br />WAINSCOT, & SILL <br />PIECE <br />SIDEWALK. SLOPE - <br />AWAY FROM BUILDI� <br />1%MIN -2%MAX <br />TO FLR SLAB <br />0'4' AFF <br />1 Front Wall Section <br />Scale 1/2"=V-0" <br />CONTINUE ROOF INSULATION — <br />UNDER TRUSS TO EXTERIOR WALL <br />REFER TO ROOF PLAN FOR ROOF <br />MEMBRANE INFORMATION <br />ROOF FRAMING, RE: STRUCTURAL <br />T-T' <br />ALL FINISHES ON THE INTERIOR SIDE JF <br />THE MASONRY WALLS TO BE PROVIDED AS <br />PART OF THE FUTURE TENANT BUILD OUT. <br />PROVIDE CORE FILL 500 FOAM <br />INSULATION IN ALL MASONRY CELLS <br />NOT REQUIRED BY STRUCTURAL TO BE <br />FILLED WITH GROUT OR MORTAR. (NOT <br />SHOWN FOR CLARITY). <br />RE: STRUCTURAL FOR ALL BOND BEAM <br />AND FILLED CELL INFORMATION. <br />LIGHT GAUGE FRAMING. RE: <br />STRUCTURAL. <br />MASONRY WALL. RE: STRUCTURAL. <br />PROVIDE 1/2" EXP. JOINT BETWEEN <br />SIDEWALK & BASE CURB <br />PROVIDE 1/2" EXP. JOINT <br />BETWEEN BASE CURB & WALL <br />CONCRETE FLOOR SLAB. PROVIDE <br />EXPANSION JOINT BETWEEN SLAB & <br />WALL. RE: STRUCTURAL. <br />WALL FOOTING. RE: STRUCTURAL. <br />EXTEND AS NEEDED FOR PILASTERS <br />AND BASE CURBS. <br />PULL-UP LOOP <br />VINYL LIFT HANDLE <br />INSTRUCTIONS <br />SQ. TUBING <br />LOCK -UP BRACKET <br />1 1/2" SQ. TUBING <br />LADDER RUNG <br />I <br />ADJUSTABLE MOUNTING <br />FITS LADDERS WITH <br />RUNG SPACING UP TO <br />ABOUT 14" CENTER TO <br />CENTER <br />RELEASE ROD <br />SIDE VIEW <br />NOTE: LOCATE PER MFG. <br />CENTER ON HATCH <br />OPENING <br />T-10" 1'-0" <br />SHINGLES. SEE NOTE AT RIGHT. <br />12 12 <br />ROOF EAVE. RE: A502-1, SIM I 18 18 <br />RE: A502-2 FOR ROOF <br />OL TO DORMER FRAMING I 12 / \ RIDGE DETAIL <br />2T-41/2" AFF 6 <br />SELF-SEALING <br />SPANDREL WINDOW. RE: A601 ! ! / / ! SHINGLES OVER "ICE & <br />/ / I WATER SHEILD" FELT <br />! / / OVER 5/8" FRT <br />EIFS TRIM. RE: A502-9 PLYWOOD <br />II I <br />/ / ! RE: A501-3 FOR ROOF <br />SHINGLES. SEE NOTE AT RIGHT. \ I / / / / i ( TERMINATION DETAIL <br />PREFIN ALUM GUTTER TIED INTO I I / / <br />DOWNSPOUT HIDDEN IN COLUMN RE: A501-3 FOR TYP <br />PARAPET WALL DETAIL <br />BEYOND. ALL DOWNSPOUTS TO BE <br />TIED DIRECTLY INTO SITE STORM 12 ! / <br />DRAINAGE SYSTEM UNDERGROUND. 5 <br />RE: ROOF PLAN & A502-4 <br />I <br />I <br />Y4" PER FT <br />TO MASONRY �� —--_---------------- MIN SLOPE <br />TRUSS BEARING — —------__—_---------__--- <br />20'-0" AFF <br />JOIST BEARING p - -- -- — <br />19'4' AFF \ T/ <br />RE: A502-1 FOR ROOF— <br />EAVE DETAIL <br />I <br />LIGHT GAUGE TRUSSES. ! <br />RE:STRUCTURAL <br />EIFS TRIM BEYOND <br />EIFS TRIM, RE: <br />DETAIL <br />STUCCO FINISH ON <br />PILASTER BEYOND <br />STUCCO OVER CMU <br />BASE CURB, STONE <br />WAINSCOT, & SILL <br />PIECE BEYOND <br />SIDEWALK. SLOPE - <br />AWAY FROM BUILDIP <br />1 % MIN - 2% MAX <br />OIL TO FLR SLAB <br />0'-0" AFF <br />I <br />2 Front Wall Section <br />Scale 112"=V-0" I1L <br />�C 5 <br />V-6" 16" 6" 2'-0" <br />CONTINUE ROOF INSULATION -' <br />UNDER TRUSS TO EXTERIOR WALL <br />REFER TO ROOF PLAN FOR ROOF <br />MEMBRANE INFORMATION <br />ROOF FRAMING, RE: STRUCTURAL <br />T-7" <br />ALL FINISHES ON THE INTERIOR SIDE OF <br />THE MASONRY WALLS TO BE PROVIDED AS <br />PART OF THE FUTURE TENANT BUILD OUT. <br />PROVIDE CORE FILL 500 FOAM <br />INSULATION IN ALL MASONRY CELLS <br />NOT REQUIRED BY STRUCTURAL TO BE <br />FILLED WITH GROUT OR MORTAR. (NOT <br />SHOWN FOR CLARITY). <br />RE: STRUCTURAL FOR ALL BOND BEAM <br />AND FILLED CELL INFORMATION. <br />LIGHT GAUGE FRAMING OF PILASTER <br />BEYOND. RE: STRUCTURAL. <br />MASONRY WALL. RE: STRUCTURAL. <br />PROVIDE 1/2" EXP. JOINT BETWEEN <br />SIDEWALK & WALL <br />PROVIDE 1/2" EXP. JOINT <br />BETWEEN BASE CURB & WALL <br />CONCRETE FLOOR SLAB. PROVIDE <br />EXPANSION JOINT BETWEEN SLAB & <br />WALL. RE: STRUCTURAL. <br />WALL FOOTING. RE: STRUCTURAL. <br />EXTEND AS NEEDED FOR PILASTERS <br />AND BASE CURBS. <br />STAINLESS STEEL FLAG POLES AND <br />BASE. G.C. TO PROVIDE SIGNED & <br />SEALED SHOP DWGS FROM A FL. <br />REGISTERED ENGINEER TO THE <br />ARCHITECT FOR REVIEW & AS 1 <br />NEEDED FOR PERMITTING <br />SELF-SEALING SHINGLES OVER "II <br />& WATER SHEILD" FELT OVER 5/8" <br />FRT PLYWOOD <br />LIGHT GAUGE TRUSSES. <br />RE: STRUCTURAL <br />12 <br />12 F <br />11:i��Y►y��,_C3Li� <br />iV]�IYI�1d7 <br />T-1 � T-2 � <br />4" 9" 2'-10" / <br />u! <br />I <br />I 1 <br />ROOF EAVE. RE:1-A502 <br />T 0 FRAMED <br />L <br />OL OPENING <br />29'-11"AFF <br />4" EAVE VENT <br />I 1 <br />3/4" STUCCO OVER 5/8" <br />I I <br />1 I <br />DENSGLASS SHEATHING <br />I j <br />CULTURED STONE VENEER <br />I I <br />6" X 4" EIFS AROUND WINDOW <br />SPANDREL WINDOW BEYOND <br />I <br />STEEL BRACING. RE: STRUCTURAL <br />I <br />B 0 FRAMED <br />P <br />OPENINGON <br />23'-8" AFF <br />I <br />TO BEAM <br />23'-2" AFF <br />SPANDREL WINDOW <br />EIFS TRIM. RE: A501 <br />STEEL BEAM. RE: STRUCTURAL <br />CULTURED STONE <br />VENEER OVER FRT <br />PLYWOOD SHEATHING <br />LIGHT GAUGE FRAMING. <br />RE: STRUCTURAL <br />STEEL BRACING. RE: ------ <br />STRUCTURAL <br />STEEL BEAM. RE: STRUCTURAL <br />B 0 BEAM <br />13'-0" AFF <br />B 0 CLNG FRAMING <br />12'-6" AFF <br />B 0 SOFFIT <br />FRAMING AT <br />ARCH PEAK <br />1 V-0" AFF <br />CONTINUE CULTURED <br />STONE VENEER ON <br />UNDERSIDE OF SOFFITS <br />AND RETURN UP INSIDE <br />OF WALL TO STUCCO <br />CEILING <br />OL TO FLR SLAB <br />0'-0" AFF <br />3 Tower Section <br />Scale 1/2"=V-0" <br />12 <br />18 / \\ \ 18 <br />� \ \ T-3 � T-4 � <br />5'-4"5'-4" \ \ 2'-10" 9" <br />\ 12 <br />\ I12 <br />I I \\ <br />J <br />- — — — — — <br />---------------------------------- <br />— — — — — — — — — — — — <br />— — — — — — — — — — — — <br />— — <br />— — — — <br />— <br />— — <br />— <br />I <br />----- <br />---- <br />I <br />I ! <br />I <br />El <br />I <br />ID <br />_ <br />! n <br />!L 1 <br />! ! <br />! <br />STONE VENEER OVER ! <br />SOFFIT BEYOND / <br />! <br />4" CONTINUOUS CEILING VENT \ <br />I <br />I I I I <br />! <br />I 1 I I I I <br />! <br />STUCCO OVER SHEATHING ! <br />I <br />I I I I I <br />( ! <br />I I <br />1 I <br />ARCHED SOFFIT BEYOND ! <br />I 1 <br />— STEEL COLUMN BEYOND. ! <br />! ! 1 I ! <br />! I 1 ! ! <br />I I I ! I ! <br />RE: STRUCTURAL <br />I <br />! ! 1 I ! <br />I I I I ! <br />! ! <br />STONE VENEER ON <br />! <br />I I I I I I <br />COLUMNS BEYOND <br />I <br />! ! I 1 <br />I I I I I <br />BASE CURB, STONE WAINSCOT,- <br />! ! <br />AND SILL BEYOND <br />I 1 ! <br />PROVIDE 1/2" EXP. JOINT <br />I <br />! ! <br />BETWEEN SIDEWALK AND ALL <br />I ! ! <br />BASE CURBS AT COLUMNS. <br />! ( I I I I <br />1 1 I <br />I <br />RE: SIDEWALK PLAN FOR ALL ! <br />I ! I I ! <br />HARDSCAPE INFORMATION <br />INCLUDING SLOPE <br />I I I I ! 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