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Exterior Elevations18'9" T. ------ .O. TOWER 13'-0- 7° .—.—.—.. T.Q. FASCIIA 01611 T.O. BRIOK 8'-4" B.O. CANOPY, TYP. -6'-2" T.O. STONE CAP -3'-1" T.O.S-TONI—EC-A—P T -0-.O. SLAT )F COLOR CHANGE JCH TOP OF ?WS co 0 U - ACCENT BAND COLOR TRANSITION N.T.S. I I TRIM (P-3) SOFFIT (P JAMB CONDITION rx 0 J 0 0 Q m � HEAD/SILL CONDITION SOFFIT (P-3) � ACCENT BAND COLOR TRANSITION N.T.S. G NOS IKITGnIT IC TPAT MI r)P r.IAAKl 4F(Z Or..C.1 IR AT fNMI= C`.C)RNFRIR SYMBOL AREA MANUFACTURER COLOR ALTERNATE MFR. COLOR aNOT USED 2 Z z M � F2] NOT USED 3 w�0 ACCENT WALL COLOR STO LOTUSAN ROOKWOOD CLAY oa NA08-0010 a4 7NNO7TUSED o 22 ❑5 CONTINUOUS PARAPET CAP STO LOTUSAN IRON ORE • ; E ACCENT WALL COLOR STO LOTUSAN UMBER F8 STONE BORAL VERSETTA LEDGESTONE COLOR TERRA ROSA STONE VENEER SILL TABLE / CAP STONE VERSETTA SILL STONE COLOR TERRA w� 0 w ROSSA �g STONE MORTAR DAVIS COLORS TRUE -TONE - MC58 LIGHTEST OR EQUAL MORTAR MIX TO USE WHITE SAND AND WHITE CEMENT. N o HANDRAILS & TRANSFORMER HOUSINGS SHERWIN WILLIAMS STATUS BRONZE o 11 HERE OCCUR AND SLAT WALL SYSTEM d- SW7034 0O� 12 BRICK ACME THINBRICK DESERT TAN MORTAR TO MATCH BRICK COLOR 13 BRICK ACME THINBRICK CASTLE RIDGE MORTAR TO MATCH BRICK COLOR EXTERIOR FINISH SCHEDULE H � 0 0 LL ACCENT BAND COLOR TRANSITION N.T.S. I E MISCELLANEOUS A. SEE SCOPE OF WORK FOR RESPONSIBILITIES. B. PROVIDE BLOCKING FOR SIGNAGE, TRELLIS AND CANOPY. C. DURO-LAST TERMINATION BAR SHALL BE DARK BRONZE. SEALERS (REFER TO SPECS): A. SEALANT AT ALL WALL AND ROOF PENETRATIONS. B. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD, SILL AND JAMB. ®DENOTES ITEMS SUPPLIED AND INSTALLED BY SIGN VENDOR DENOTES EXTERIOR FINISH. a DENOTES SIGN/AWNING/CANOPY ITEMS - VENDOR SUPPLIED AND INSTALLED. SEE THE SCOPE OF WORK SHEETS. 2. OWNER REPRESENTATIVE WILL IDENTIFY WHICH PAINT SPECIFICATION WILL BE PRIMARY GENERAL NOTES F _ _ _ _ _ 11'-5" T.O. EX. FASCIA (F.V.) `� 3'-4" T.O. STONE WAINSCOT SIGN SCHEDULE N.T.S. D V-308 1 TB DT CANOPY 14'-6"W/TB LETTERS X V-351 1 TACO BELL NEW IMAGE ENTRY EYEBROW 9'-0" W. x10" H. x10" D. V-352 1 TACO BELL NEW IMAGE ENTRY EYEBROW 10'-0" W. x10" H. x10" D. V-358 4 1 SLAT WALL SYSTEM (SEE PLAN AND ELEVATIONS) X * FLYING ARCH SHALL HAVE PIVOTING MOUNTING FLANGES NOTE: ADDITIONAL INFORMATION IS AVAILABLE ON THE PLANS.YUM.COM WEBSITE. SEE "SIGNAGE AND AWNING INFO." APPURTENANCES SCHEDULE N.T.S. D1 SCOPE NOTES (RI) O NEW BUILDING SIGN - UNDER SEPARATE PERMIT. SEE SCOPE OF WORK. EXISTING STOREFRONT TO REMAIN. Q EXISTING HOSE BIBB. G.C. TO PROTECT FROM DAMAGE. ® FOR SOFFIT PAINTING DIRECTIONS, SEE 1/A4.0. O GAS METER. DO NOT PAINT METER. G.C. TO PROTECT FROM DAMAGE. l © PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT 60" A.F.F. O PROVIDE NEW 12" TALL, BRONZE ADDRESS NUMBERS. 0 cD EXISTING FACE BRICK TO REMAIN. G.C. TO PROTECT FROM DAMAGE. PROVIDE 5" CLEARANCE BETWEEN SLATS AND FACE OF SOFFIT. PAINT SOFFIT O BEHIND SLATS. [__4] 10 NEW E.I.F.S. (TYP.). 11 METAL COPING. 12 FABRICATED ALUMINUM SLATS BY VENDOR WITH LED LIGHTING. 1 1 13 NEW CANOPY, VERIFY SUPPORT AND BACKING REQUIREMENTS. SEE SCOPE OF WORK AND A/A5.1. 14 NOT USED. 2 15 EXISTING PARKING LOT LIGHT FIXTURE TO REMAIN. PAINT "BRONZE". 16 EXISTING CO2 FILL BOX. G.C. TO PROTECT FROM DAMAGE. T.O. SLAB BUILDING FINISH PERCENTAGE: MASONRY: 84% (790.2 SQ. FT.) EIFS: 109/o (100 SQ. FT) SLAT WALL: 6% (53 SQ. FT.) REFACE POLE SIGN WITH NEW LOGO AND RETROFIT WITH LED LIGHTING. RETROFITTING WITH LED IS REQUIRED FOR COMPANY STORES AND OPTIONAL FOR FRANCHISEES. NORTH ELEVATION 1/4"=1'-o" OA BASE THICKNESS -1" THICK STUCCO)/E.I.F.S. W/ HIGH IMPACT MESH TO HEIGHT OF &-0" A. F. F. © HORIZONTAL TRIM BAND -1 1/2" THICK STUCCO/E.I.F.S., WITH 5-�' VERTICAL DIMENSION. © EXPRESSION PANEL BANDS - 2" THICK STUCCO/E.I.F.S. x 6" WIDE. ALL NEW STUCCO/E.I.F.S. TO HAVE LIGHT SAND FINISH UNLESS IT MUST BLEND WITH AN EXISTING CONTRASTING FINISH. E.I.F.S. THICKNESS N.T.S. B E.I.F.S. WITH DRAINAGE SHALL HAVE 90 PERCENT DRAINAGE EFFICIENCY WHEN TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM E 2273 E.I.F.S. SHALL COMPLY WITH SECTION 1403 OF THE IBC WATER RESISTIVE BARRIER SHALL COMPLY WITH SECTION 1404.2 OF THE IBC AND ASTM E 2570 INSTALLATION SHALL COMPLY WITH E.I.F.S. MANUFACTURERS INSTRUCTIONS AND THE PROVISIONS OF SECTIONS 1704.1 AND 1704.14 OF THE IBC. USE DETAIL 9/A6.1 WHEN MOUNTING SIGNAGE, AWNINGS ETC. THROUGH E.I.F.S. FINISH AT WALLS. E.I.F.S. NOTES N.T.S. I B1 SCOPE NOTES (CT)(CONT.) 17 WALL LIGHTING, CENTER ON TOWER LEG. SEE MOUNTING HEIGHT ON SHEET A7.1. 18 EXISTING SWITCHGEAR CABINET. PAINT. 19 NEW "BEAM". SEE E & G/A5.1. 20 INSTALL NEW ROOF MANSARD LIGHT FIXTURES. SEE A3.0 FOR ADDITIONAL INFORMATION. 21 REPLACE EXISTING E.I.F.S./STUCCO. 22 1" "V" GROOVE AT TOWER. 23 RELOCATED SECURITY CAMERA. 24 NEW SECURITY LIGHT FIXTURE, SEE A7.1. 25 EXISTING SERVICE DOOR. G.C. TO INSTALL STAINLESS STEEL CORNER GUARDS ON EXTERIOR OF DOOR FRAME. - 26 CULTURED STONE WAINSCOT AND CAP STONE. m,n 27 NEW STOREFRONT AND GLAZING. �V 28 CONTINUE E.I.F.S. BEHIND ALUMINUM PANEL. tu<2015 29 1X6 TRIM ANGLE. 30 INSTALL NEW THINBRICK IN THESE AREAS. � on $s € t 31 TOOTH -IN BRICK TO "SQUARE" OFF DRIVETt-t�ll�� BRICK REMOVED FROM TOWER REMOVAL. KEY NOTES QTY ITEM DESCRIPTION ELEC <zxo z00 V-322 2 TACO) BELL'BELL' SIGN 4'-101/2"W x 4'-61/4"H X WITH WHITE BACK AND 5-1/2" STAND-OFFS 2 Z z M � >: to 0 SIGN SCHEDULE N.T.S. D V-308 1 TB DT CANOPY 14'-6"W/TB LETTERS X V-351 1 TACO BELL NEW IMAGE ENTRY EYEBROW 9'-0" W. x10" H. x10" D. V-352 1 TACO BELL NEW IMAGE ENTRY EYEBROW 10'-0" W. x10" H. x10" D. V-358 4 1 SLAT WALL SYSTEM (SEE PLAN AND ELEVATIONS) X * FLYING ARCH SHALL HAVE PIVOTING MOUNTING FLANGES NOTE: ADDITIONAL INFORMATION IS AVAILABLE ON THE PLANS.YUM.COM WEBSITE. SEE "SIGNAGE AND AWNING INFO." APPURTENANCES SCHEDULE N.T.S. D1 SCOPE NOTES (RI) O NEW BUILDING SIGN - UNDER SEPARATE PERMIT. SEE SCOPE OF WORK. EXISTING STOREFRONT TO REMAIN. Q EXISTING HOSE BIBB. G.C. TO PROTECT FROM DAMAGE. ® FOR SOFFIT PAINTING DIRECTIONS, SEE 1/A4.0. O GAS METER. DO NOT PAINT METER. G.C. TO PROTECT FROM DAMAGE. l © PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT 60" A.F.F. O PROVIDE NEW 12" TALL, BRONZE ADDRESS NUMBERS. 0 cD EXISTING FACE BRICK TO REMAIN. G.C. TO PROTECT FROM DAMAGE. PROVIDE 5" CLEARANCE BETWEEN SLATS AND FACE OF SOFFIT. PAINT SOFFIT O BEHIND SLATS. [__4] 10 NEW E.I.F.S. (TYP.). 11 METAL COPING. 12 FABRICATED ALUMINUM SLATS BY VENDOR WITH LED LIGHTING. 1 1 13 NEW CANOPY, VERIFY SUPPORT AND BACKING REQUIREMENTS. SEE SCOPE OF WORK AND A/A5.1. 14 NOT USED. 2 15 EXISTING PARKING LOT LIGHT FIXTURE TO REMAIN. PAINT "BRONZE". 16 EXISTING CO2 FILL BOX. G.C. TO PROTECT FROM DAMAGE. T.O. SLAB BUILDING FINISH PERCENTAGE: MASONRY: 84% (790.2 SQ. FT.) EIFS: 109/o (100 SQ. FT) SLAT WALL: 6% (53 SQ. FT.) REFACE POLE SIGN WITH NEW LOGO AND RETROFIT WITH LED LIGHTING. RETROFITTING WITH LED IS REQUIRED FOR COMPANY STORES AND OPTIONAL FOR FRANCHISEES. NORTH ELEVATION 1/4"=1'-o" OA BASE THICKNESS -1" THICK STUCCO)/E.I.F.S. W/ HIGH IMPACT MESH TO HEIGHT OF &-0" A. F. F. © HORIZONTAL TRIM BAND -1 1/2" THICK STUCCO/E.I.F.S., WITH 5-�' VERTICAL DIMENSION. © EXPRESSION PANEL BANDS - 2" THICK STUCCO/E.I.F.S. x 6" WIDE. ALL NEW STUCCO/E.I.F.S. TO HAVE LIGHT SAND FINISH UNLESS IT MUST BLEND WITH AN EXISTING CONTRASTING FINISH. E.I.F.S. THICKNESS N.T.S. B E.I.F.S. WITH DRAINAGE SHALL HAVE 90 PERCENT DRAINAGE EFFICIENCY WHEN TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM E 2273 E.I.F.S. SHALL COMPLY WITH SECTION 1403 OF THE IBC WATER RESISTIVE BARRIER SHALL COMPLY WITH SECTION 1404.2 OF THE IBC AND ASTM E 2570 INSTALLATION SHALL COMPLY WITH E.I.F.S. MANUFACTURERS INSTRUCTIONS AND THE PROVISIONS OF SECTIONS 1704.1 AND 1704.14 OF THE IBC. USE DETAIL 9/A6.1 WHEN MOUNTING SIGNAGE, AWNINGS ETC. THROUGH E.I.F.S. FINISH AT WALLS. E.I.F.S. NOTES N.T.S. I B1 SCOPE NOTES (CT)(CONT.) 17 WALL LIGHTING, CENTER ON TOWER LEG. SEE MOUNTING HEIGHT ON SHEET A7.1. 18 EXISTING SWITCHGEAR CABINET. PAINT. 19 NEW "BEAM". SEE E & G/A5.1. 20 INSTALL NEW ROOF MANSARD LIGHT FIXTURES. SEE A3.0 FOR ADDITIONAL INFORMATION. 21 REPLACE EXISTING E.I.F.S./STUCCO. 22 1" "V" GROOVE AT TOWER. 23 RELOCATED SECURITY CAMERA. 24 NEW SECURITY LIGHT FIXTURE, SEE A7.1. 25 EXISTING SERVICE DOOR. G.C. TO INSTALL STAINLESS STEEL CORNER GUARDS ON EXTERIOR OF DOOR FRAME. - 26 CULTURED STONE WAINSCOT AND CAP STONE. m,n 27 NEW STOREFRONT AND GLAZING. �V 28 CONTINUE E.I.F.S. BEHIND ALUMINUM PANEL. tu<2015 29 1X6 TRIM ANGLE. 30 INSTALL NEW THINBRICK IN THESE AREAS. � on $s € t 31 TOOTH -IN BRICK TO "SQUARE" OFF DRIVETt-t�ll�� BRICK REMOVED FROM TOWER REMOVAL. KEY NOTES TEXAS ENGINEERING FIRM #12793 TDLR #EABB5809591 © 2/18/15 OWNER COMMENTS Q 3/9/15 DRC COMMENTS 0 0 0 0 CONTRACT DATE: 10.14.14 BUILDING TYPE: M70H-NI-LM PLAN VERSION: NOV14 SITE NUMBER: 140934 STORE NUMBER: 18548 TACO BELL. 115 NORTH DENTON TAP RD COPPELL, TX 75019 Q_ M70H NEW IMAGE - LIVE MAS EXTERIOR ELEVATIONS A400 PLOT DATE: 02.12.14 z00 Z r) — U Z z M � >: to 0 w�0 3 3 oa ow o 0 o • ; N V T- zg w � z_ �U) z o w� 0 w M Q 0 • N o o N o c� d- 0O� LLJF- = z 0Q C) LO aU CL TEXAS ENGINEERING FIRM #12793 TDLR #EABB5809591 © 2/18/15 OWNER COMMENTS Q 3/9/15 DRC COMMENTS 0 0 0 0 CONTRACT DATE: 10.14.14 BUILDING TYPE: M70H-NI-LM PLAN VERSION: NOV14 SITE NUMBER: 140934 STORE NUMBER: 18548 TACO BELL. 115 NORTH DENTON TAP RD COPPELL, TX 75019 Q_ M70H NEW IMAGE - LIVE MAS EXTERIOR ELEVATIONS A400 PLOT DATE: 02.12.14 -T.O. 11-511 -6,­F;Z—CIA­(F-.V­.) - -00 1 -on -T.O. SLAB BUILDING FINISH PERCENTAGE: MASONRY: 88% (522 SO. FT.) EIFS: 5% (26 SQ. FT.) SLAT WALL: 7% (38 SQ. FT.) T.O. TOWER 131-5n T.O. FASCIA 10'6" T.O. BRICK 81-411 3.0. CANOPY, TY 161'-2" STONE WAINSCOT 01111 STONE WAINSCOTl$� 01 -OU T.O. LBL$� ENTRANCES SHALL BE IDENTIFIED WITH A SIGN OR STICKER OF THE STANDARD ACCESSIBILITY LOGO EAST ELEVATION 1/40 = 1'-0" 19'-1 91-111 �-T . 0. TOWER l31-711 T.O. FASCIA 3'-1" STONE -0ol -oil -T.O. SLAB . 19-1 11 - — - — - — - — - — -- T.O. TOWER 13'-11 T.Q. FASCIA 6" ------ lol-N T.O. BRICK 81-411 6A-14(TPY, TYP. I6i-2" 5, � (57d-011* E-VWl-Ns'EO-T 3'-1" 0. STONE WAINSCOT-$� 01- T.O. SLAB BUILDING FINISH PERCENTAGE: MASONRY: 79% (697 SQ. FT.) EIFS: 21% (189 SO. FT.) SEE SHEET A4.0 .FOR KEYNOTES. SIGNS BY VENDOR UNDER A SEPARATE PERMIT NOTE: REPLACE DAMAGED ROOF TILE, FLASHING, ETC. PRESSURE WASH TILES AFTERWARDS. SOUTH ELEVATION 1/4 = V-0" A BUILDING FINISH PERCENTAGE' MASONRY: 74% (413 SO. FT.) EIFS: 26% (150 SQ. FT.) zc iMAliR:; �9-2,mfil CITY OF COPPELL PUiNNiNG & ZONING DEPINT WEST ELEVATION 1/4', = 1'-o" TEXAS ENGINEERING FIRM #12793 TDLR #EABB5809591 10.14.14 C -D 0 E PLAN VERSION: NOV14 �� 0 ou STORE NUMBER: 18548 z: Z :z ll� ::; UD 0 L- a- ry 0 R 31: 0 or_ 0 3; vi V) j low < < 0 --: p V) co • > Ld n C%4 Of C -DU > (C=:)) Ld C) V) C> qj V) 0 z 0 or �- -i u 9�LLJ am 0 EE Z C:3 Lac) U) EL TEXAS ENGINEERING FIRM #12793 TDLR #EABB5809591 2/18/15 OWNER COMMENTS 3/9/15 DRC COMMENTS A CONTRACT DATE: 10.14.14 BUILDING TYPE: M70H-NI-LM PLAN VERSION: NOV14 oa46' 140934 STORE NUMBER: 18548 > 2/18/15 OWNER COMMENTS 3/9/15 DRC COMMENTS A CONTRACT DATE: 10.14.14 BUILDING TYPE: M70H-NI-LM PLAN VERSION: NOV14 SITE NUMBER: 140934 STORE NUMBER: 18548 EXTERIOR ELEVATIONS A ml PLOT DATE: 02.12.14