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SPA attached to CC Packet 050812ZONED C ZONED SF -9 Approximately 90 Off -Site Parking Spaces Located On this Peoperty 642' - 3" 29 Existing Dumpster -------------------------------- - - - - -- 8' Sideyard Setback 12 Relocated \ I Existing 3 , Existing Firelane 1 Existing Zoning: Proposed Use- Existing Additional Site Area: Square Footage Of Church Use: Building Area: 1 st Floor 2nd Floor Total Building Area a N N c6 a� Y o U N N L I) U -free 0 Sideyard Setback - -- - - - -= -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =--_ -- - - - - -- 13 11 Existing \I I Landscape 12 Covered 4 7 Tree To Be p-Off And Proposed Relocated On Building Site Renovation I , I I ' I II I 108'- 2 1/4" (n I _0 ICU I I V CU ZONED C ZONED SF - 9 I -a � I Landscape ; ' Tree To Be ( �� i U) 4 I Existingv Removed And O ' Firelane Relocated On Site I _Ile Existing ; U CD Existing Building 13 ICU g g Existing Building Playground m 24'- 011 �_ Existing F . F . E ® 100' -0" F . F . E e 102' -0" ; i CD I �- _ � _Stairs I N Proposed (Civil Elevation 507.4) (Civil Elevation 509.4) P14 M Parking I , -- Renovation (9 Existing Spaces Removed) -► 13 - ' J � Proposed Covered �'� Drop -off I I ZONED Relocated Existing I I F -9 Existing Tree Ramp A Existing , Transformer Existin I , gel 11 Proposed Enclosure i Firelane 12 4 Building I Addition 15 5 I I 8 26 ' ' I -- - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - __ 8 8 ' 8 ' I Proposed 30' Sideyard Setback ----- - - = - -- Proposed------------ - - - - -- � - - - - - - - - - - - - - - - - - - - - - - - ' _ Building ul ins ; _ _ _ _ _ _ _ _ _ _ Renovation Addition Existing Firelane I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - !- - - - - - - - - - - - - - - - - - - ---------- - - - - -- I 15 I 8 52 8' Sideyard Setback ZONED C ZONEDSF -12 Approximately 23 Off -Site Parking Spaces �\ Located On this Property ® Site P 1 SCALE: 1" = 30' -0" Existing Building 56,460 SF 7131 SF 4nni n 4 1A11 /M..:I J:__ rl: -1 C &SF -9 Sanctuary, Education 5.161 AC./ 224,790 SF 224,790 SF Proposed Addition 688 SF 0 SF 64,279 SF r - - ' -- ^' -' - . 1:- - l UU - c l i-? kvunUn ly LJIJIQI lL.c ll Ul l l r l UNci Ly nl lc� - 60'- 0" (Building Setback) 48'- 2 1/4" (Additional Frontyard Building Setback) Existing Building Heights- Top Of Ridge On Worship Top Of Phase 2 Parapet Top Of Phase 2 Steeple Proposed Building Heights: Top Of Front Entry Vestibule Top Of Side Entry Vestibule Top Of Northwest Corner Curtain Wall Tower Top Of Drop -Of Canopy AII.... ,1. L.I IJ ..:...L 4. — /717. nn /7 ni_-.. i Required Parking: 900 Auditorium Seats /3 28' -0" ± Provided Parking: 36-0" + Existing Parking Spaces Deleted Parking Spaces Total Provided Parking Spaces 30' -0" + Total Existing Offsite Parking Spaces 13' -6" + Total Parking Provided 30' -0" + 12' -0" + Lot Coverage — vvvu "I iyi IL — kUU -U �U vLVI y i ICNL l fl) T •tU -L Ulf /1UUMUI Idl reCl rf UIIl T dFu oetoaCK) Allowable Height = 83' -2 1/4" *Actual Existing Steeple Height = 88' -1" (4' -10 3/4" Difference) Floor Area Ratio (On Site) 300 SP (On Site) 310 SP (On Site) -9 SP (On Site) 301 SP (Off Site) 113 SP 414 SP 25.1% 1.3.54 First Baptist Church Of Coppell Addition Lot 1, Block A OWNER /APPLICANT: ARCHITECT: First Baptist Church Of Coppell HH Architects 590 South Denton Tap Road 5910 N. Central Expressway, Suite 1200 Coppell, Texas 75019 Dallas, TX 75206 PH 972 - 462 -1643 FAX 972 - 304 -0100 PH 972- 404 -1034 FAX 972 - 404 -1036 Prepared On November 14, 2011 Revision Schedule _jO Z zU_ Oo �° ;>w(D OU w0Zh -� > LLJ w�_0�U) IY- zmwz 0o a o 11 z 0 N m O ME 0 F 1.. • LO co �CO o� _U z z J 0 0 CM Q) C M 0 0 't 'IT N N rl- r- 0) CY) X ,� 0 0 N U) U) a� CL X w� 0 � N r` U U) CIO a o �- U z Q o M _ Lo O fj� � Q O M L0 U) OM c � i Q) Q 0 O Q U) O U 0) L0 / l 1115 4 -10 -12 10 -o° Cz I � T � 1 I T I I? ZONED C o I i 0 i i i Existing Zoning: Proposed Use- Existing Additional Site Area: Square Footage Of Church Use: Building Area: 1 st Floor 2nd Floor Total Building Area a N N c6 a� Y o U N N L I) U -free 0 Sideyard Setback - -- - - - -= -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =--_ -- - - - - -- 13 11 Existing \I I Landscape 12 Covered 4 7 Tree To Be p-Off And Proposed Relocated On Building Site Renovation I , I I ' I II I 108'- 2 1/4" (n I _0 ICU I I V CU ZONED C ZONED SF - 9 I -a � I Landscape ; ' Tree To Be ( �� i U) 4 I Existingv Removed And O ' Firelane Relocated On Site I _Ile Existing ; U CD Existing Building 13 ICU g g Existing Building Playground m 24'- 011 �_ Existing F . F . E ® 100' -0" F . F . E e 102' -0" ; i CD I �- _ � _Stairs I N Proposed (Civil Elevation 507.4) (Civil Elevation 509.4) P14 M Parking I , -- Renovation (9 Existing Spaces Removed) -► 13 - ' J � Proposed Covered �'� Drop -off I I ZONED Relocated Existing I I F -9 Existing Tree Ramp A Existing , Transformer Existin I , gel 11 Proposed Enclosure i Firelane 12 4 Building I Addition 15 5 I I 8 26 ' ' I -- - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - __ 8 8 ' 8 ' I Proposed 30' Sideyard Setback ----- - - = - -- Proposed------------ - - - - -- � - - - - - - - - - - - - - - - - - - - - - - - ' _ Building ul ins ; _ _ _ _ _ _ _ _ _ _ Renovation Addition Existing Firelane I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - !- - - - - - - - - - - - - - - - - - - ---------- - - - - -- I 15 I 8 52 8' Sideyard Setback ZONED C ZONEDSF -12 Approximately 23 Off -Site Parking Spaces �\ Located On this Property ® Site P 1 SCALE: 1" = 30' -0" Existing Building 56,460 SF 7131 SF 4nni n 4 1A11 /M..:I J:__ rl: -1 C &SF -9 Sanctuary, Education 5.161 AC./ 224,790 SF 224,790 SF Proposed Addition 688 SF 0 SF 64,279 SF r - - ' -- ^' -' - . 1:- - l UU - c l i-? kvunUn ly LJIJIQI lL.c ll Ul l l r l UNci Ly nl lc� - 60'- 0" (Building Setback) 48'- 2 1/4" (Additional Frontyard Building Setback) Existing Building Heights- Top Of Ridge On Worship Top Of Phase 2 Parapet Top Of Phase 2 Steeple Proposed Building Heights: Top Of Front Entry Vestibule Top Of Side Entry Vestibule Top Of Northwest Corner Curtain Wall Tower Top Of Drop -Of Canopy AII.... ,1. L.I IJ ..:...L 4. — /717. nn /7 ni_-.. i Required Parking: 900 Auditorium Seats /3 28' -0" ± Provided Parking: 36-0" + Existing Parking Spaces Deleted Parking Spaces Total Provided Parking Spaces 30' -0" + Total Existing Offsite Parking Spaces 13' -6" + Total Parking Provided 30' -0" + 12' -0" + Lot Coverage — vvvu "I iyi IL — kUU -U �U vLVI y i ICNL l fl) T •tU -L Ulf /1UUMUI Idl reCl rf UIIl T dFu oetoaCK) Allowable Height = 83' -2 1/4" *Actual Existing Steeple Height = 88' -1" (4' -10 3/4" Difference) Floor Area Ratio (On Site) 300 SP (On Site) 310 SP (On Site) -9 SP (On Site) 301 SP (Off Site) 113 SP 414 SP 25.1% 1.3.54 First Baptist Church Of Coppell Addition Lot 1, Block A OWNER /APPLICANT: ARCHITECT: First Baptist Church Of Coppell HH Architects 590 South Denton Tap Road 5910 N. Central Expressway, Suite 1200 Coppell, Texas 75019 Dallas, TX 75206 PH 972 - 462 -1643 FAX 972 - 304 -0100 PH 972- 404 -1034 FAX 972 - 404 -1036 Prepared On November 14, 2011 Revision Schedule _jO Z zU_ Oo �° ;>w(D OU w0Zh -� > LLJ w�_0�U) IY- zmwz 0o a o 11 z 0 N m O ME 0 F 1.. • LO co �CO o� _U z z J 0 0 CM Q) C M 0 0 't 'IT N N rl- r- 0) CY) X ,� 0 0 N U) U) a� CL X w� 0 � N r` U U) CIO a o �- U z Q o M _ Lo O fj� � Q O M L0 U) OM c � i Q) Q 0 O Q U) O U 0) L0 / l 1115 4 -10 -12 7 CD N M a) Y O U N O 0 Note: For representational purposes only. AN R,,,,.n Schedule _j 0 z Z L• 0 �LU00U U QQ z - D >W0�L W F 9 o QZCOLUU) of a0 OO U LL z — J� O N m T • t� • roe W Q. Q. 0 U 4- 0 U L U U) _ Q m L LL m CO � CO O F- U �p 0 = Z J p i (6 ry ,q- CD O r 1 44 O O N N ti O O X O O N al .j U) T U U a) i d X LL Co O N C LO Uco X aa) o F- �Z Q O m Ui 2 � � m O r� CL CD mLC) c � O X C � N E- 0 ZQ 0 Q 0 0 CD rn LC) 1115 4 -10 -12 �E�ct T(Renova ns ���� 11�r CITY OF COPPELL N(,,', 70NING DEPARTMENT A�2 Roviebn Schedule Of JO z ZLi- O Z>O (D O _W - --D 5wzC) LU f- L�� QZO] WZ a 00 O LL z Ln CO E U �p O = Z J C O �cu a� m a� Q' Pt CD L m t� • m� 00 r- vv O O N N � n X O 0 N m U) T (6 3 Ln Lo aD CD- L X X W p � N C LO Ln O O 0 CU �_ O L O I— U Z Q O m = Lo C) G m Ln Cl) m a` Y O U N O � L � U i ui QL CL 0 U 0 U L r U a-a U) Q. 03 m O orf 0-) 'r- 0- o M LO F- l'- c Cn O X C a) I--- 0 L � Q 0 Q. O O CD rn LO +-+ U) L_ w, ACHED T® C.C. PAnwr -r 1115 4 -10 -12 Exterior Renovations EVISED Perspectives 2 C CITY OF COPPELL G & ZONING DEPA TMENI North Building Elevation Total Total (Excluding Glass) (602 sqft glass area =10 %) Metal Masonry EIFS Existing Recessed Brick Panel Existing Accent Brick Arch W/ Cast Stone Keystone 6738 sqft 6136 sqft 145 sgfi 5815 sqft 176 sqft 100% 2% 95% 3% - Existing Accent Brick Band - New Fiberglass Spire Portion Of Existing Steeple Flat Metal Panel Steeple Base Wrap Standing Seam Metal Roof Aluminum Curtainwall System With Translucent Glazing -- - -- - -- Flat Metal Panel Steeple Base Wrap Existing Roof Aluminum Louver System EIFS Translucent Glazing On Steel Frame 188'- 1 1/4" �1 T.O. Spire V 160'-­0" o -V B.O. Spire Membrane Roof Over Steel Deck 114'- 0' Level Two 111' - 0" IF T.O. Deck EIFS i I I III III =1 I I I I= III1 I I III III =1 I I III III =1 '_ - i III I I III III -1111 I III I I III III -III 11 1 11 1 1 I I I I 1 1 I EI I F- I I I I 11 1 1 I I ! =• T III =1 11 =1 1111111 1 =111= II 1 =1 11 =1 1 =1 ,III; ,III ;III, L II- I Iii I l i1 l IL 11 III;I I I II � 1 Existing Covered Existing Concrete Ramp Existing Brick Existing CMU Base Existing CMU i CMU Column Drop Off -- W /Steel Railing System - Retaining Wall Base To Match Existing CMU - T188' - 1 1/4" O. Spire New Fiberglass Spire Portion West Building Elevation Of Existing Steeple Color to Match Metal Panel Below -� Total Building Facade 7672 sqft Total (Excluding Glass -1067 sqft) 6605 sqft 100% Flat Metal Panel (1067 sqft Glass area =14 %) Steeple Base Wrap i I Metal 328 sqft 5% Masonry 5620 sqft 85% EIFS 657 sqft 10% Standing Seam - - - - �160 - 0" Metal Roof B.O. Spire Aluminum Curtainwall With Translucent Glazing Aluminum EIFS � EIFS Louver System Standing Seam Existing F- Existing Metal Roof Standing Seam Existing Roof Recessed ;i I Accent � Brick Panel — Brick Band Metal Roof - '�� A Transparent Glazing - — On Steel Frame Translucent Glazing On Steel Frame -- Existing Covered Drop Off N M L U N t � 04 100' - on Level One 2 2 North Elevation EIFS Translucent Glazing On Steel Frame Existing Accent Brick Band Existing CMU Base �� III I III III III -III Ili1 II I- ,i - Membrane Roof Existing Concrete Ramp -Over Steel Deck W /Steel Railing System West Elevation SCALE: 3/32" = 1' -0" ri t Revision Schedule - - -1 >. W JO Z 0Z c) �O LL Z> W(D °v wZEs HW w��OfU) of ZFnuuiZ O L O O LL Z — JCD ` O N y L O7 T t*A 1 0 rollat It CD CO U ~ m O =Z J C O_ ca L +a o! M M co O O 1 1 4 4 O IT OV X as 0 0 N_ rn 3 U) CL X w� 0 �� in U �' as ? aa) s off Q o m 2U-5� a) Q. Q. U -0 o Q O F- (10 ti LC M N (1) U °~ 4--r +:5 Q 60 O +� U o M� LO W L LL 1115 4 -10 -12 m`t'� Exteri4S El�v t42n l CITY OF COPPELL VNING Q 7ONING DEPAR T Mrnl,-,' A�3 Existing Accent Brick Arch W/ Cast Stone Keystone North Building Elevation - 1 1/4" _ Level Two Total 6738 sqft Spire Total (Excluding Glass) 6136 sqft 100% (602 sqft glass area =10 %) Level One I III New Fiberglass Spire Portion Metal 145 sqf 2% Masonry 5815 sqft 95% EIFS 176 sqft 3% Existing Recessed Brick Panel - Existing Accent Brick Band New Fiberglass Spire Portion Of Existing Steeple Flat Metal Panel Steeple Base Wrap Standing Seam Metal Roof - Aluminum Curtainwall System With Translucent Glazing - - Flat Metal Panel Steeple Base Wrap Existing Roof - -- Aluminum Louver System -- EIFS - Translucent Glazing On Steel Frame _ 188'- 11/4" Ar T.O. Spire 160' - 0 "_ _ B.O. Spire Membrane Roof Over Steel Deck 114' -0 "_ Level Two _111' -0" T.O. Deck EIFS 100'-0" _. Level One IIII 1 =1 11 =1 1 =1 11 I III = -' ! I I 1 -m° III III III1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I� I I —III III— ! I I III I I _ — 1 I 1 =1 1 11 1 11 1 11 1 11 1 11 1 11 I I1 I I -1 I I I! I1 11 =1 I !I 11 =1 11 =1 11 =1 11 =1 I I1 11 =1 11 =1 I I —III -- , i �1 11 =1 11 =� V I I I III1 11 =1 I I III III —III I !' I II 1 1I I !I i t �! !1 � I ' i! I I !_! I I! 11 I I1 I IIIIIIIIII1 I I1 I I1 I I =111 III! I I =1 I II I !I ! I =1 I II I. =1 I III =1 I I =1 I I =1 I I III III � —III IIII ! I =1 I I _= I I1 I I ' III1 I iIII1 I I1 I II , I _ I VIII I_I I1 _ = Existing Covered _ ! I =Existing Brick= _' Ewstmg CMU Base Existing CMU =', CMU Column _ ! I • • I I ..III • •III • . •III .. •III Drop Off I I 1 ! ! III ! ! 1 ! I 1 ! 1 I ! ! I ! I I 1 ! I Existing Concrete Ramp I 1 I I ! I I I • • . ! I — W /Steel Railing System -- Retaining Wal' Base To Match Existing CMU - -- 188' - 1 1/4" _ Level Two i v T.O. Spire T.O. Deck Existing Accent 100' - 011 - Level One I III New Fiberglass Spire Portion U (1,= Railing System= Translucent.. -1 II ((- Of Existing Steeple Color to I I I - Glazing On OO Steel Frame Match Metal Panel Below ►�1'; i7 ti LC Flat Metal Panel II - Steeple Base Wrap New Splitface Existing Bri ! ) ! ! ! - ! ! I I ! I I ! I Roof Existing Concrete Ramp Standing Seam I �h 160'- 0" Metal Roof - MatchExist ng B.O. Spire O CMU CMU U Aluminum LO LO West V V est Elevation Curtainwall With U) Translucent Glazing SCALE: 3/32" = 1' -0" Aluminum Louver System Standing Seam Metal Roof - Translucent Glazing On Steel Frame - Existing Covered Drop Off 114' - — Level Two i _ T.O. Deck Existing Accent 100' - 011 - Level One I III I ! Existing Ramp W /Steel= U (1,= Railing System= Translucent.. -1 II ((- III III III III ) I (I I I I - Glazing On OO Steel Frame 41 m _ co CV) Y � U O � N L O U v West Building Elevation Total Building Facade Total (Excluding Glass -1067 sqft) (1067 sqft Glass area =14 %) Metal Masonry EIFS EIFS - EIFS 1U J iI Existing Existing Existing Roof Recessed Accent Brick Panel Brick Band 7672 sqft 6605 sqft 328 sqft 5620 sqft 657 sqft 100% 5% 85% 10 % EIFS Translucent Glazing On Steel Frame 2 North Elevation SCALE: 3/32" = 1' -0" Note: Proposed new construction shown in red Revismn Schedule - - >- X Zo z 00OOO WC]ZHZ) >wFD �� U1 I­ XU) XZFDW Z W F- Do a O LL Z CD �1 O L rn T LO v co �m U F. o =Z J C 0 m -- rn a) Of M m O O 44 N N r� r rnM X :2 0 0 N_ m a a3 m a) CL X W �p 0 � N c `O y U w M aa) L o F- iZ�; Q o as 2 L a) i _ Q Existing Accent - - Brick Band U -� - Existing CMU Base OO � 0 ti LC � - rl IIII Existing Glass Pamtd Steel_ =1 I I =1 I ( ! i New Splitface Existing Bri ! ) ! ! ! - ! ! I I ! I I ! I Roof Existing Concrete Ramp B locWn hannel- I I I do I I xi — mbrane I Accent I MatchExist ng Over Steel Deck W /Steel Railing System O CMU CMU U LO LO West V V est Elevation U) SCALE: 3/32" = 1' -0" Note: Proposed new construction shown in red Revismn Schedule - - >- X Zo z 00OOO WC]ZHZ) >wFD �� U1 I­ XU) XZFDW Z W F- Do a O LL Z CD �1 O L rn T LO v co �m U F. o =Z J C 0 m -- rn a) Of M m O O 44 N N r� r rnM X :2 0 0 N_ m a a3 m a) CL X W �p 0 � N c `O y U w M aa) L o F- iZ�; Q o as 2 L a) 0. Q U -� OO � 0 ti LC � O N N U °~ +� :3 O- (0 O O U LO LO M W U) 1115 4 -10 -12 fr -Ran E. s Exterior Elevation APR 2 5 2012 CITY OF COPPELL NING & ZONING DEPARTMENT A�3b 11 w m cii Y � U 04 U N L � Louvered Panel East Building Elevation � CO 4644 sqft Total 6498 sqft I 6% Total (Excluding Glass) 5266 sqft 100% (1232 sqft glass area = 19 %) Of zmwZ a0 Metal 145 sqft 3% Masonry 5090 sqft 96% EIFS 31 sqft 1% Existing Accent Brick Band - Existing Brick New Fiberglass Spire Portion Of Existing Steeple Flat Metal Panel Steeple Base Wrap - -- r� Standing Seam Metal Roof -- - - Aluminum Curtainwall System With Translucent Glazing Metal Panel -- - — - — - Existing Accent Brick Band Transparent Glazing = On Steel Frame - - -_- - -III III1 I I� I I I III -III ;1111 I I1 I I =1 I Ie I I1 I eI I I -1111 - I I -III III- I ' VIII � I -III III -III III -._III ' � I III t Existing Painted Steel Glazing On Existing Storefront CMU Base - Channel Accent - Steel Frame - System -- � 188'_ 1 1/4" T.O. Spire 160' - 0" B.O. Spire llo114' -0" L Level Two 111' -0" T.O. Deck 1001-01, Level One New Fiberglass Spire Portion Of Existing Steeple Flat Metal Panel Steeple Base Wrap Standing Seam Metal Roof - Aluminum Curtainwall System With Translucent Glazing Existing Roof EIFS Existing Stairs - Membrane Roof -Over Steel Deck I I =1 !! =1 11 I I I I H( CMU Column Base III 1 1 11 I =! I! ITo Match Existing_ I Tel I 1 I I _ CMU - III =1 I I1 I I1 I I I I �- i t 1i l i 11! 11 South Building Elevation Total Total (Excluding glass) (1196 sqft glass area = 20 %) Metal Masonry EIFS Transparent Glazing On Steel Frame Translucent Glazing On Steel Frame !- I I II I II I I I I I 188'- 1 1/4" T.O. Spire - 160' -0.. , - - - - - - -B.O. Spire J - Existing Brick - Aluminum Louver System Standing Seam j Metal Roof Existing Covered Drop Off Level Two T.O. Deck -- 100'-0" =1 I I I =1 I Ie Ie I Ie I III III =1 =1 IIIIIII 11= III III -III . I I 'ti' =Level One _I -III IIIIIIIII1 I I1 I I I I =1 11= III III III =1 I Ie, l i� l l i� l l l � l l le I Ie I I =1 I I- - III =1 I I1 � I III =1 I I =1 I I I' Ie I I =1 �! III III III! I II � � -111 III =1 I II � !e I I1 I -III IIIIIIIIIIIII I III III III III III -III III III III III III -III III_._.. Existing Storefront System 2 East Elevation SCALE: 3/32" = 1' -0" 5840 sqft � CO 4644 sqft 100% 268 sqft I 6% 4195 sqft 90% 181 sqft 4% - Existing Composition Existing Brick - Shingle Roof Metal Panel - Transparent Glazing On Steel Frame - - - -- -- �_� Existing Concrete Ramp Existing Existing Accent - Existin CMU Base= I g Railing stem -III Accents I �_ Brick Band -- g- Channel Accent_- w/s - II iI i - -II 111111 I I - _ III III III I ! !1 1 I III I 19 Brick Band =1 I II ! tee a y - -III IIIIII� � � - I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I Ie I' I _� I South Elevation SCALE: 3/32" = 1' -0" Remion Schedule a! J O Z � CO LL O° �0 o� U WLu 0Z�� �Z 5; c LU W H��� -� O Of zmwZ a0 of 00 U LL Z �'/1� v co M M �0 00 N � � 'IT It 00 rn v � L 4 �U rn X x Z � @ • � plans, ) 0 0 N r O U) T (6 a) a X W cc mO C%j U� O U H L Z Q o m =Lo0 REVISED Exterior, L 9v�tions� CITY OF COPPELL PLANNING E+ ZONING DEPARTMENT A�4 Q Q 0 _U o (U jj� T_ ULo L C O V � � N U °~ 4l L = N Q O 4l Q O U 0) � M W 4-0 L_ 111'5 4 -10 -12 REVISED Exterior, L 9v�tions� CITY OF COPPELL PLANNING E+ ZONING DEPARTMENT A�4 Revision Schedule -- Louvered Panel Existing Accent Existing rick, - - Existing rick g Louvered Panel g Louver System Brick Band C0 0 0 N C) CD i Standing Seam rn v v Metal Roof > N N ,w F . --, u..: �., . �.. Existing Covered 42 Metal Panel 1 - -- Drop Off - 0 Existing Accent - - - -- Brick Band -- Transparent Glazing On Steel Frame TT�i i� I I I- III -(III I I 1 11 I I III I l i I i �I i iI i =1 I i i' I1= I I i I � I -Ili1 I IIII1 I II I III III1 I I i i (I 111 l i I I 1 III III III =1 1I _I I -�; III; III =1 I III =1 I I1 I III =1 11=I 11-91 111=1 I =III =1 I I! =1 1 11 I III1 1 11 I I -' � I 1 1 11 1 11 1 11 II 1 11 I I -I 11 =1 11 Existing Painted Steel Glazing On CMU Base Channel Accent Steel Frame 188'- 1 1/4" T.O. Spire New Fiberglass t Spire Portion Of Existing Steeple - Flat Metal Panel Steeple Base Wrap 160'- 0" B.O. Spire Standing Seam Metal Roof - - - Aluminum Curtainwall System With �I Translucent Glazing a is Existing Roof EIFS -- Zl ;�-zc r�y.aaanxxaxveti�saaau i I C I =1 I I =1111 I I III1 I I 1 =III -1 I -1 I =1 I I I I I =1 I I =11 =1 1 11 III III —III III III I III III —III -1 11 I I I =1 1 1! 1 11 I II I= 11 1 11 11 =1 1 11 11 =1 11 =1 1(- Existing Storefront System South Building Elevation Existing Stairs l Total 188'- 1 1/4° _ AN - Membrane Roof Total (Excluding glass) 4644 sqft 100% (1196 sqft glass area = 20 %) East Building Elevation Metal t T.O. Spire Masonry 4195 sqft 90% Total 6498 sqft %° o IY °' EIFS Total (Excluding lass ( g ) 5266 sqft 100 New Fiberglass C -, Level One Jc (1232 sqft glass area = 19 %) - U Spire Portion Of 1' — Q Metal 145 sqft 3% Existing Steeple ' — I I III —III— — (Existing Concrete Ramp 1 I I Existing) 11 =) I (_(Existing Accent 11 =) I I1 I =1 I 1 =1 I I_To Match Existing= I 1 =1 Masonry 5090 sqft 96% -1111 111 CMU l 1 1 111 _ = i —iii i —ill —III I � -i I I —III 1 1 1 III III III III III - -Brick Band -- I I - - IIIIIIIIII I I EIFS 31 sqft 1% II` 1115 4 -10 -12 _' Flat Metal Panel LO Steeple Base Wrap - }� p z It Z LL 0❑ Q� M - - - Standing Seam - - - - - - - - - - 160'- 0" w z z 0Fx- = z Metal Roof B.O. Spire > w o5� X W rtrt J c o zmwWz o 2'. Aluminum Curtainwall �� 00 0 �.U) System With r LL z � Tranclncant (�h7inn - o' Louvered Panel Existing Accent Existing rick, - - Existing rick g Louvered Panel g Louver System Brick Band C0 0 0 N C) CD i Standing Seam rn v v Metal Roof > N N ,w F . --, u..: �., . �.. Existing Covered 42 Metal Panel 1 - -- Drop Off - 0 Existing Accent - - - -- Brick Band -- Transparent Glazing On Steel Frame TT�i i� I I I- III -(III I I 1 11 I I III I l i I i �I i iI i =1 I i i' I1= I I i I � I -Ili1 I IIII1 I II I III III1 I I i i (I 111 l i I I 1 III III III =1 1I _I I -�; III; III =1 I III =1 I I1 I III =1 11=I 11-91 111=1 I =III =1 I I! =1 1 11 I III1 1 11 I I -' � I 1 1 11 1 11 1 11 II 1 11 I I -I 11 =1 11 Existing Painted Steel Glazing On CMU Base Channel Accent Steel Frame 188'- 1 1/4" T.O. Spire New Fiberglass t Spire Portion Of Existing Steeple - Flat Metal Panel Steeple Base Wrap 160'- 0" B.O. Spire Standing Seam Metal Roof - - - Aluminum Curtainwall System With �I Translucent Glazing a is Existing Roof EIFS -- Zl ;�-zc r�y.aaanxxaxveti�saaau i I C I =1 I I =1111 I I III1 I I 1 =III -1 I -1 I =1 I I I I I =1 I I =11 =1 1 11 III III —III III III I III III —III -1 11 I I I =1 1 1! 1 11 I II I= 11 1 11 11 =1 1 11 11 =1 11 =1 1(- Existing Storefront System South Building Elevation Existing Stairs l Total 5840 sqft - Membrane Roof Total (Excluding glass) 4644 sqft 100% (1196 sqft glass area = 20 %) - Metal 268 sqft 6% Masonry 4195 sqft 90% EIFS 181 sqft 4% Transparent Glazing On Steel Frame Translucent Glazing On Steel Frame l =1 i I1 I I 1 =iiii i I Oak Illl�llllTIIlllli,lll� Existing Storefront System - — t �. 114 On Level Two 111' 0" A%p li 4 T.O. Deck 4 — -- 100' - o" _ 1 =III =1 -Level One i I IIIIi l i I C I (III i I i ti 1 1i f 11 � 1= III =III —I I =1 11 =1 11 =1 11 =1 11 =1 11 =1 I II 11 =1 11 =1 1 11 I I —I 11 =1 I II 11 11 =1111 1 1I 11 =111! 11I l 1I I !! 1 1I 11 -1 1 1I I I- East Elevation SCALE: 3/32" = 1' -0" LO v M Y U O L U 111 -111 ; ,ill 1 1 1 1 1 1 =l l =Existin_ -III— CMU Bas _ e =_g __III_ 11 I 1 =111 1 11= 111 -11 I —I I —I 111 I II 111 I IIII1 1I- _ 1 =111 1 I -i 11 -111= 111 -111 1 I 1=1 I i 1 I —I 11 1 I 1 1 1 1II 1 I I =1 1 I -1 I I =1 11 =1 I -1 11 =1 11 =1 11 =1 H=I I I I -1 11 =1 I I —Ili -1 11 1 =1 I I -111 I III ; 111 11 I III —I I I-1 11 =1 I LEI 11 =1 I I-1 I I -1 I I -1 I - II - III —I I II I —III III -111 1! I 11 I I I 1 =1 11 =1 11 =1 El 11 =1 11 =1 1 =111( —III —I II — Painted Steel III -1111 I 1 =III -1 II I 1 1= =II1 1 =1 I I1 I1 Channel Accent = 2 South Elevation SCALE: 3/32" = 1' -0" Note: Proposed new construction shown in red b(i all C A 0 0 N_ N . /fin V/ a M 3 a X w � C @N rn 00 CU �_�X r Of �z Q C m S Lo Existing Stairs Q. 114'- 0" - Membrane Roof Q Level Two - - — Over Steel Deck- - -0 T.O. Deck _U W o IY °' EIFS L 1001-01, C -, Level One Jc - U ° — Q _ , - — — I I —I 11 11= I1 1-711-111-111 — 1 111 I I -1 1 1� 11 =1 11 =1 1 11 1 11 11= _- III CMU Col m - -- u n Base III -1111 I III - -, — I I III —III— — (Existing Concrete Ramp 1 I I Existing) 11 =) I (_(Existing Accent 11 =) I I1 I =1 I 1 =1 I I_To Match Existing= I 1 =1 =1 I 1 =1 I ( =1 1 1 =1 I I_W /Steel Railing System =1 1Accent _I = Brick Band -1111 I ! -1111 111 CMU l 1 1 111 _ = i —iii i —ill —III I � -i I I —III 1 1 1 III III III III III - -Brick Band -- I I - - IIIIIIIIII I I LO v M Y U O L U 111 -111 ; ,ill 1 1 1 1 1 1 =l l =Existin_ -III— CMU Bas _ e =_g __III_ 11 I 1 =111 1 11= 111 -11 I —I I —I 111 I II 111 I IIII1 1I- _ 1 =111 1 I -i 11 -111= 111 -111 1 I 1=1 I i 1 I —I 11 1 I 1 1 1 1II 1 I I =1 1 I -1 I I =1 11 =1 I -1 11 =1 11 =1 11 =1 H=I I I I -1 11 =1 I I —Ili -1 11 1 =1 I I -111 I III ; 111 11 I III —I I I-1 11 =1 I LEI 11 =1 I I-1 I I -1 I I -1 I - II - III —I I II I —III III -111 1! I 11 I I I 1 =1 11 =1 11 =1 El 11 =1 11 =1 1 =111( —III —I II — Painted Steel III -1111 I 1 =III -1 II I 1 1= =II1 1 =1 I I1 I1 Channel Accent = 2 South Elevation SCALE: 3/32" = 1' -0" Note: Proposed new construction shown in red b(i all C A 0 0 N_ N . /fin V/ a M 3 a X w � C @N rn 00 CU �_�X r Of �z Q C m S Lo Exterior Renovations _;ttrij -'„ 2 5 2012c [TY OF COPPELL n (—, nr4; Q. Q 0 -0 _U W o IY °' L0 L C -, Co Jc - U ° Q O 0 Q U rn 1.0 MICU W L_ LL 1115 4 -10 -12 Exterior Renovations _;ttrij -'„ 2 5 2012c [TY OF COPPELL n (—, nr4;