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V-2" WIDE X 10'-61/2" LONG X 15.25" DEEP CONCRETE <br />PIT FOR FUTURE 8'x10; SCISSOR LIFT TO BE PROVIDED <br />6 <br />A303 <br />Part Plan at Receiving Door & Scissor Pit <br />Scale 1/4"=V-W <br />ONE 3" CONDUIT AND ONE Y2" <br />CONDUIT RUN FROM 24"AFF TO <br />6" BEYOND FACE OF PIT WALL <br />AT BOTTOM OF PIT. BOTH <br />CONDUITS SHALL HAVE A MIN. <br />RADIUS OF 15" <br />AT INTERIOR, EXTEND KNEE <br />WALL PAST CMU OPENING TO <br />OUTSIDE FACE OF PIT WALL <br />11-6" 10" J <br />3"X371 /4" STEEL ANGLE <br />EMBEDDED IN CONCRETE <br />PAINT E4 <br />ALIGN <br />a _ d o. G <br />d d <br />d d_ <br />• - d <br />- z <br />CD <br />RE: STRUCTURAL FOR <br />ATTACHMENT INFORMATION <br />4 Edge Detail <br />N.T.S. <br />3'4r VW <br />ARCHED GUTTER BEYOND - <br />ARCHED ROOF BEYOND <br />i <br />SELF-SEALING SHINGLES OVER 30# <br />FELT OVER 5/8" FRT PLYWOOD <br />PREFIN ALUM. GUTTER TIED <br />INTO DOWNSPOUT HIDDEN IN� <br />COLUMN BEYOND. ALL <br />DOWNSPOUTS TO BE TIED <br />DIRECTLY INTO SITE STORM ' <br />DRAINAGE SYSTEM j 5 <br />UNDERGROUND. <br />12 <br />TRUSS BEARING <br />22'-8" AFF <br />I II <br />RE: A502-1 FOR <br />ROOF EAVE DETAIL <br />3/4" STUCCO OVER 5/8" <br />DENSGLASS SHEATHING <br />JOIST BEARING I I I <br />19-4" AFF j <br />6" X 1" EIFS BAND AROUND <br />ENTIRE WINDOW <br />SPANDRIL WINDOW. RE: - <br />SCHEDULE AND DETAILS <br />6" X 1" EIFS BAND AROUND <br />ENTIRE WINDOW <br />STUCCO OVER SHEATHING <br />0 BEAM <br />1 V-6" AFF <br />i, B 0 CLNG FRAMING <br />1 V-0" AFF <br />B 0 SOFFIT FRAMING <br />10'-0" AFF <br />CANVAS AWNING OVER ALUM. FRAME. —/ <br />G.C. TO PROVIDE SIGNED & SEALED <br />SHOP DWGS FROM A FL. REGISTERED <br />ENGINEER TO THE ARCHITECT FOR <br />REVIEW & AS NEEDED FOR PERMITTING <br />DRIP SCREED, FRY REGLET, DS-75-75 <br />TO FLR SLAB <br />0'-W AFF <br />1 Front Wall Section <br />Scale 1/2"=V-0" <br />RE: A502-2 FOR ROOF <br />RIDGE DETAIL <br />12 <br />18 <br />r <br />- - -- -- - -- ---- ---41 <br />- <br />���� <br />ELEVATION NOTES <br />�1 TOP OF FLOOR SLAB=112.00' <br />i TOP OF CONCRETE SLAB <br />IN LOADING AREA JUST <br />OUTSIDE OF KNEE WALL = 111.1T <br />TOP OF KNEE WALL =114.6T <br />5 Scissor Lift Pit Isometric <br />Scale 114"=V-0" <br />T-2" 6'-" Y-F 10" V-6" <br />12 <br />18 <br />RE: A502-2 FOR ROOF <br />RIDGE DETAIL <br />I I <br />I I \ <br />I I <br />I I I <br />I I <br />I I <br />�I I <br />�I I <br />I I I <br />LIGHT GAUGE TRUSSES. RE: <br />STRUCTURAL. <br />I I <br />-- - - - - - - - - - - I-------------- <br />ROOF FRAMING. RE: STRUCTURAL - <br />B 0 BEAM <br />10'-2" AFF <br />TO STOREFRONT <br />FRAMED OPENING <br />10'-0" AFF <br />CONTINUE ROOF INSULATION UNDER <br />TRUSS TO EXTERIOR WALL <br />ROOF FRAMING. RE: STRUCTURAL — <br />5/8" GYP BOARD ON INSIDE OF ALL <br />EXTERIOR FRAMED WALLS. EXTEND TO <br />UNDERSIDE OF ROOF STRUCTURE <br />ABOVE <br />LIGHT GAUGE FRAMING. RE: <br />STRUCTURAL. <br />ALL EXTERIOR FRAMED WALLS TO BE <br />FILLED WITH R19 BATT INSULATION. <br />(NOT SHOWN FOR CLARITY). <br />ALL GLAZING TO RECEIVE 3M <br />SECURITY FILM PER STAPLES <br />SPECIFICATION. <br />STEEL BEAM. RE: STRUCTURAL <br />WINDOW. RE: SCHEDULE & DETAILS <br />GYP BOARD <br />LIGHT GAUGE FRAMING. <br />RE:STRUCTURAL <br />PROVIDE 1/2" EXP. JOINT BETWEEN <br />BASE CURBS & FLOOR SLAB AND <br />BASE CURB, STONE WAINSCOT, AND I BETWEEN BASE CURBS & SIDEWALKS. <br />SILL PIECE BEYOND. <br />II <br />I I CONCRETE FLOOR SLAB. PROVIDE <br />SIDEWALK. SLOPE AWAY FROM I EXPANSION JOINT BETWEEN SLAB & <br />BUILDING 1% MIN - 2% MAX. RE: I SIDEWALK. RE: STRUCTURAL. <br />SIDEWALK PLAN. <br />I <br />COLUMN FOOTING BEYOND. RE: I COLUMN FOOTING BEYOND. RE: <br />-I- — — L —L — — — — — STRUCTURAL. EXTEND AS NEEDED — — — — — — STRUCTURAL. EXTEND AS NEEDED <br />r FOR PILASTERS AND BASE CURBS. r FOR PILASTERS AND BASE CURBS. <br />I I I <br />L------------J L------------J <br />- LIGHT GAUGE TRUSSES. RE: <br />STRUCTURAL. <br />STEEL BEAM. RE: STRUCTURAL <br />L1 GAUGE FRAMING. RE: <br />LIGHT G UG <br />STRUCTURAL. <br />STEEL BEAM. RE: STRUCTURAL <br />LIGHT GAUGE FRAMING. RE: <br />STRUCTURAL. Q <br />CEILING CANOPY ACCESS HATCH, <br />/ RE: A501-5 <br />STUCCO SOFFIT BEYOND <br />I <br />CONTINUOUS CEILING VENT <br />I <br />STUCCO OVER SHEATHING <br />I <br />I <br />EIFS TRIM BEYOND <br />I <br />STUCCO FINISH ON COLUMNS AND <br />PILASTERS BEYOND. <br />I <br />STUCCO OVER SHEATHING <br />I <br />STEEL COLUMN. RE: STRUCTURAL <br />ALUM GUTTER TO ALUM <br />DOWNSPOUT BEYOND. <br />SPILL DOWNSPOUT TO <br />SPLASHBLOCK ON <br />\ ROOF BELOW. <br />5� <br />12 <br />I� <br />II I <br />II <br />1/4" PER FT <br />MIN SLOPE <br />I <br />I <br />REFER TO ROOF PLAN FOR ROOF <br />MEMBRANE INFORMATION <br />CONT. SEALANT — <br />EXISTING SHELTER <br />Ir - <br />i <br />i <br />i <br />i <br />i <br />DOCK BUMPER — <br />� a <br />i <br />VINYL DOCK <br />SHELTER <br />CURTAIN <br />i <br />i <br />i <br />6 Rec. Door Jamb <br />Scale 1"=1'-W <br />4" <br />8" CMU - RE: STRUCTURAL FOR <br />ALL INFORMATION REGARDING <br />CMU WALL JAMBS & HEAD <br />MASONRY ANCHORS 24" O.C. <br />i JAMB 12" O.C. Q HEAD MIN. <br />DOOR TRACK WELDED TO PLATE <br />RECEIVING DOOR AND TRACK <br />3/8" BENT PLATE W/ FRAME <br />ANCHORS @ JAMB W/ 3/4" J-BOLT <br />@ 24" O.C. PAINTED <br />3"x3"x114" ANGLE, RE: <br />STRUCTURAL <br />ADJACENT B I UtLD NG <br />ROOF FRAMING <br />ADJACENT BUILDING - <br />MASONRY WALL. <br />COORDINATE ALL WORK <br />WITH ADJACENT BUILDING <br />CONTRACTOR. REFER TO <br />BLDG B DRAWINGS FOR <br />COMPLETE INFORMATION <br />REGARDING THE BLDG B <br />WALL. <br />ADJACENT <br />BUILDING SLAB <br />�J <br />/STRUCTURAL STEEL, <br />RE:STRUCTURAL <br />MASONRY WALL. <br />RE:STRUCTURAL <br />PROVIDE CORE FILL <br />500 FOAM INSULATION <br />IN ALL MASONRY <br />CELLS NOT REQUIRED <br />BY STRUCTURAL TO BE <br />FILLED WITH GROUT <br />OR MORTAR. (NOT <br />SHOWN FOR CLARITY&: <br />ALL FINISHES ON THE <br />INTERIOR SIDE OF THE <br />MASONRY WALLS TO BE <br />PROVIDED AS PART OF <br />THE FUTURE TENANT <br />BUILD OUT. <br />CONT. EXPANSION <br />JOINT BETWEEN <br />FLOOR SLAB & <br />WALL. RE: <br />STRUCTURAL <br />CONCRETE SLAB <br />ON GRADE W/ <br />VAPOR BARRIER <br />RE:STRUCTURAL <br />CONT FOOTING <br />RE:STRUCTURAL <br />T 0 FLR SLAB <br />0'-0. AFF <br />RE: STRUCTURAL DRAWINGS <br />FOR INFORMATION <br />REGARDING THE CMU WALL, <br />HEAD & JAMBS <br />RECEIVING DOOR AS <br />SCHEDULED <br />DOCK SHELTER <br />MOLDED BUMPER <br />(TYP.) (2 TOTAL) <br />DOCK SHELTER PROTECTIVE <br />1'-9" <br />8'-0" <br />STEEL BUMPER AND <br />BRACKET (2 TOTAL) <br />TOP OF KNEE WALL <br />OIL <br />2'-8- AFF <br />FIN. FLR. <br />ob <br />0'-0" AFF <br />TOP OF CONCR. <br />—' <br />SLAB IN <br />F <br />LOADING AREA <br />0'-10" BFF <br />SCISSOR LIFT PIT BEYOND <br />7Rec. 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