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NOTE: CONVERSION OF <br />WAREHOUSE/FACTORY AREA TO OFFICE <br />WOULD LIKELY INCLUDE REPLACEMENT OF <br />O.H. DOORS WITH WINDOWS, REMOVAL OF <br />DOCK BUMPERS, AND REPLACEMENT OF <br />METAL MAN DOORS WITH <br />G LASS/STOREFRONT DOORS. OPENINGS AT <br />THE TWO DRIVE IN RAMP LOCATIONS AT <br />EACH END SAY TO HAVE WINDOWS, DECKS <br />AND PARTIAL TRELLIS OVER THE DECKS AS <br />PART OF THE INITIAL CONSTRUCTION. <br />ADA Walk-Thru Table <br />Specifications <br />B M 1440 <br />0 TABLE TOP DETAILS <br />HARDWARE: ZINC PLATED <br />CONSTRUCTION MATERIALS: POWDER COATED METAL, PLASTIC <br />1 (PARTIAL ALTERNATE SOUTH ELEVATION <br />J <br />ANGLE SUPPORTS <br />INSTALLED ON <br />INSIDE OF LEG <br />O ASSEMBLY DETAIL <br />SCALE : <br />@SEAT DETAILS <br />ALL DIMENSIONS <br />ARE SHOWN IN <br />INCHES <br />ADA Walk-Thru Table <br />Specifications <br />7200 <br />cV <br />v <br />0 <br />N <br />SIDE <br />ALL DIMENSIONS <br />ARE SHOWN IN <br />INCHES <br />(6) 2" X 2" ANGLE SUPPORT <br />FINISH:POWDER COAT BLACK <br />(4)16 GAUGE X 1.25' OD DIAGONAL BRACE <br />FINISH:POWDER COAT BLACK <br />I/15 = I'-O" <br />SOLAR PANEL OR METAL <br />ROOFING OVER EXPOSED <br />STEEL FRAMING. <br />0 <br />9 <br />NOTE: FINAL DESIGN AND <br />DIMENSIONS TO BE <br />DETERMINED WITH SOLAR <br />PROVIDES/INSTALLER <br />ONCE SELECTED <br />VERTICAL STEEL POST AT <br />EVERY 2 SPACES - LOCATE <br />IN ALIGNMENT WITH STRIPING <br />BETWEEN SPACES <br />Irt'-6" <br />CARPORT ELEVATION <br />SCALE : <br />oi) <br />1/4" = 1'-0" <br />SHADE STRUCTURE - <br />POST - TYP. FOR 4 <br />12' x 16' COLORED <br />CONCRETE PAD - <br />SCORE INTO 2'x2' <br />SECTI ONS <br />i <br />❑� <br />- <br />- <br />SH - = <br />-.FO- <br />EPTACLE <br />2 <br />❑ <br />❑� <br />IR <br />LINE OF IO'xI3' <br />LAYOUT TYPICAL AT METAL ROOF SHADE <br />2 LOCATIONS STRUCTURE ABOVE <br />BREAK AREA PLAN <br />8x8x16 CONCRETE BLOCK <br />WALL/W STONE VENEER <br />6" DIA. CONC FILLED POST. PAINT \,I' <br />TO MATCH EF-3-TYPICAL FOR 2. \^ <br />I" ADJUSTABLE HINGE BOLT <br />" x 2" x 3" HINGE TAB <br />(TYPICAL 4) <br />STEEL SWING BAR LATCH <br />2" x 2" SQUARE STEEL TUBING <br />PAINT DARK BRONZE <br />14 GAUGE METAL DECK <br />PAINT DARK BRONZE <br />SLOPE CONCRETE FOR <br />DRAINAGE -TYPICAL <br />16'-O" <br />2" <br />FRONT ELEVATION <br />16'-O" <br />PRE -CAST CONC. HALL - <br />COLOR '5' <br />• <br />6 CUBIC YARD < <br />�IDE-x 6' D <br />5'-6" HIGH <br />TRASH <br />pUMP$TEgz (N.I .0 <br />/\ <br />WIDE <br />\ <br />4" ChNC TE <br />SEE ELEVATION <br />• 6" DIA. CONCRETE <br />FILLED STEEL PIPE <br />BOLLARD - TYP. <br />FOR 2 <br />Q <br />O <br />O <br />9 <br />PLAN <br />TRASH ENCLOSURE <br />DETAILS <br />SCALE <br />I' - <br />I I <br />• <br />1/4" = 1'-0" <br />2"0 STEEL PIPE - SET <br />ENDS IN NON -SHRINK <br />GROUT (PAINT TO MATCH <br />WINDOW FRAMES) <br />4" CONCRETE <br />SLAB <br />BIKE RACK DETAIL <br />� GALE <br />A <br />1/2" = 1'-0" <br />H.C. SIGN DETAIL <br />SCALE : I" = 1'-0" <br />L <br />3 <br />via <br />■� <br />U <br />CO c <br />c 2 <br />CO • 0 <br />O <br />v <br />c�c <br />•Eco • co <br />2 <br />a <br />o <br />CD 1- <br />a• l <br />ai <br />Suite 220 <br />c <br />m <br />r <br />a <br />Q <br />0 <br />N <br />CO <br />0 <br />0 <br />03 <br />0 <br />0 <br />L <br />0 <br />U <br />"0 <br />5 <br />0 <br />0 <br />Q <br />7 <br />0 <br />t <br />2 <br />a <br />. <br />-o <br />• <br />CTC FCM- <br />Lot 1, The Business Center at CTC Replat j <br />0 <br />PROJ NO: <br />DATE: <br />REV: <br />18-15 <br />JULY 1, 2019 <br />AUG 28, 2019 <br />OCT. 25, 2019 <br />Copyright cQ2019 - All rights <br />reserved RVP Architecture and <br />Consulting, P.C. All design <br />drawings and written material <br />herein may not be used or <br />duplicated without the written <br />consent of RVP Architecture and <br />Consulting, P.C. <br />SITE DETAILS <br />3 <br />SGALE : <br />1/4" = 1'-0" <br />SHEET 3 OF 1 5 <br />