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Home My WebLink AboutESGN2012-3868�,�rZQ,�. Cu- a,% - o'-q DATE OF ISSUANCE: NOV 2 6 2012 y .G- 'T I,.. 3 J 396 SIGN - PERMIT #: SIGN PERMIT APPLICATION JOB ADDRESS: ,?� U� ��' �i«;�,� -D OA -c �Ve SUITE # LOT: BLOCK: SUBDIVISION: NAME OF BUSINESS:Y�`�''� PHONE NUMBER: �i - S ~— 2✓ S� SIGN CONTRACTOR (company name): W mow C re e �- S i q n � (OR ELECTRICAL SIGN CONTRACTOR) STATE LICENSEJE�[RED FOR ELECTRICAL SIGN CONTRACTOR CURRENT MAILING ADDRESS: Z-V3�> slue A. vul CITY /STATE /ZIP: Rc SLt l 1 T-�< PHONE NUMBER: "8�7 .c- 7 I TT PE OF SIGN: YFREE STANDING ❑ WALL MOUNTED ❑ BANNER ❑ GRAND OPENING thru ❑ OTHER DESCRIPTION OF SIGN: �) &) PC) � E 5 � � !� 1 i3 rr SIGN DIMENSIONS: 65 / Ch - C X I U - rA4 - ILLUMINATED? YES ✓ NO REFACE? YES Q WALL DIMENSIONS: NO ✓ ELEVATION: * *In accordance with STATE LAW & CITY ORDINA illuminated signs must be constructed, installed and wired by a State Licensed Electrical Sign Contractor or a State Licensed Master Electrician. Signs may also be constructed by a fabricator approved by a Nationally Recognized Testing Agency any labeled accordingly ** _ VALUATION OF SIGN: REQUIRED ATTACHMENTS: 1. A separate permit and 2 sets of drawings are required for each sign. For wall signs a separate permit application and plans may be submitted for each elevation. 2. Pole or ground signs require a site plan drawn to scale showing location of the sign. Show dimensions and distances to property lines. Pole sign structural drawings must be sealed by a State of Texas Registered Professional Engineer. Monument and Ground sign applications must include footing detail. 3. Detailed, dimensioned plans of sign showing graphics. 4. Dimensioned building elevation showing sign or signs on building. Show dimensions of height & width of tenant space and or building. 5. Plan Review Fee, 65% of the permit fee is required when permit application is submitted. Balance due upon approval. If any other signs are on the property, give the number and the types I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT THE SAID WORK WILL BE DONE IN CONFORMANCE WITH THE INFORMATION HEREIN SET FORTH AND IN COMPLIANCE WITH THE CITY OF GRDAPEVINE CODE REGULATI SIWrT�� PRINT NAME: � �i `� Gi'�` �I N S SIGNAT Z -A' PH #:(M- oS '71 Ax #: &t '�L/7'o7S 71 EMAIL: ` �' CHECK BOX IF PREFERRED TO BE CONTACTED BY E -MAIL FOR OFFICE USE ONLY FUNCTIONAL TYPE:},_ PERMIT FEE: . STRUCTURAL TYPE: PLAN REVIEW FEE: 72, APPROVED BY: �/ DATE: Id ,G/ 'L REMAINING FEE: S -o2 O:FORNBSICVAPP 6/412004 -Rev3 /05$106, 2/07,11/09 A� v ,l e ts F 0% ,,et +� '� 'C.4 314* SKC QM CS 10 Ft. Dodge 0 40' OAH . Pearl .Grey Chryrler DI DoJ a Kedd -�3 30 -33 FACES: Pan Formed Polycarbonate, Opaque Pear( Grey background Behind badge shield - Tr-Anslucent Pearl Grey DODGE PANEL: Embossed- "DODGE" letters decorated red Embossed Shield plateau decorated with flat red graphics Cabinet, Retainer and Reveal: Black Black aluminum cladding 6XH131T..zl..s TO aid9&.4 page _.....L._ of A ., , GppUM�%{��Q ��{ � 9 Design a 44624.99 seats ins"- r-o" Data, 2IM02 arsatad for the approval a DAWISRCM&YSUR Co".ReT[ON »rsotas 09=0 AK"" *MCLusnrmarcnIruro Drairn 6y, 3M 9mftit eAwwetaa owurarm wrsda wmrurtwsor CD c� ?-� RVMNSW .S2MA 3NOlS 4 s ^^ ( w- i 0 x' i n s� �( rt cR e bj t 6 as dm p i; � i motes i/ f Y rOA 5j; A j rg, • Y k�� M F �� D S A Yi I 1 " a a it ii I i �y 4 a fY4iVIfx f�.� r•• r w f � d t 6 as dm p i; � i motes i/ 19cm+n O 'O m C DI m > ar b O 9 � 3 lam M O IV T mu a, �a «. ry ° y —j1 �I�� gQp gg o mo. U s4 p N M i �a' Bg !x ! 1- CA IYIBAti CL Square Footage 158.58 fe Manufacturing Details Painted aluminum exterior construction with chrome accents on cladding. Clear acrylic logos pushed thru cabinet face with 1 st surface decoration vinyl /color digital print. _„ Electrical Requirements Fluorescent internal illumination (12) F120 /T12 / Coolwhite / High Ouput Lamps (3) Transco Ballast TRA- 14- 1040EP at 2.6 amps E LED external halo illumination (248) Agilight White Tuffrayz (3) Advance Xitanium Power Supply LED- 120A- 0012V -50F at 0.63 amps each Total Load: 9.69 amps at 120 V (1) 20 amp Circuit Required Colors 63 -45470 1 Grapevine DO LLC 1 2601 William D Tate Ave I Grapevine,TX 96051 CiRYSLER 000 can E Jeep Ra>.�{ DETAIL Square Footage 158.58 fe Manufacturing Details Painted aluminum exterior construction with chrome accents on cladding. Clear acrylic logos pushed thru cabinet face with 1 st surface decoration vinyl /color digital print. _„ Electrical Requirements Fluorescent internal illumination (12) F120 /T12 / Coolwhite / High Ouput Lamps (3) Transco Ballast TRA- 14- 1040EP at 2.6 amps E LED external halo illumination (248) Agilight White Tuffrayz (3) Advance Xitanium Power Supply LED- 120A- 0012V -50F at 0.63 amps each Total Load: 9.69 amps at 120 V (1) 20 amp Circuit Required Colors Chrysler Badge: Black Process Black Blue PMS 287 Silver Dodge Badge: Red PMS 485 White Silver Jeep Badge: Green PMS 371 White Silver Ram Badge: Black Process Black Silver OCT 31 2012 49 arag T � ... T -0" 1'-4" 1 Cz 0 L" J (Z � � w r f 2'-4" 10'- 513/16" /- IRYSLER s CO. 1/2 > Jee Iw � _ ,Q}- 13 Q / � ` `��" 8' -10 1/2" 2" T -3 3/4" � 41/2" /J i I- U1, :t � 1 - lot Li j d- -,- -. - - -- - i1. d _ F y �zv !i — • f i �` r• -p � J�i� � •. 1 i. py r a cm a IN cC C _� f oo—ZOxW LONG ANCHOR FIO.T 0 ENE I ME �� 9�E�a!!flil�E�il��'ill� RT 0 R'"R! ON 0 IVE LMMV WA I§Mfj 0 aMfIROMA 3 4 It+.er STEED. CN GENERAL NQX 1. Ail design, detailing, fabricating and construction shall ALUM. CHANT `' `s e (ATrACHM TO : "PRINCIPLE +" , on (ASTM) specifications. & UL LABELS C. Building Requirements for in f rd �. LCLADDING ATTACHME T 9 mills American Welding Society.. 411 &IN d e. Specification for the Design, Fabrication R 41 V� lor American Institute of Steel Construction (A[SC) .or all w : (Current Edition) (CABINET CONN ECTION NOT SHOWN FOR CLARIT)o g ]lQN l rlrlri.R rA 2 Concrete P.S.I. days NOT TO s►T ,. INN r VON _ r _ _ b All reinforcing bars sha11 laps 30 diameter minimum, except as noted. c. Minimum concrete cover on ties, stirrups and main bars shall be inch for slab, gall and "no 010000 400010, 0009" Nowoo ow"No' now"o surfaces not exposed to Breather or in contact G ATTACH ME NT with round; inches for unformed surfaces LADDER (WEED TO COLUMN) deposited against the ground except as noted. 4 Structural Steel and Plates shall be A—: X: t r X M/ W—Shape beams shag be Fy=5 s Minimum Structural tubing b ` A 7 A-500, Grads K, F 46 Iasi. TIC. STEM TUBE ro SE!QIIQbl 13-5 or S. Y=35 R w, Minimum. NOT TO SCALE 5. Anchor Botts shall be ASTM —307, unless otherwise rated. ALUM. CLADDING NT CHROME FINISHED Ate' ACCENT ON EACH SIDE ELECTRIC. HAND HOLE 5�. 3P.0 ? LONG A � TT 9 ^MA Mr- a. s> a ; rr .. w al - STEED. CN GENERAL NQX 1. Ail design, detailing, fabricating and construction shall ALUM. CHANT conform to the following Codes and s cificot ons (ATrACHM TO a. The Intemotiond Building Code (2006/2009 Edition). "PRINCIPLE +" , on (ASTM) specifications. & UL LABELS C. Building Requirements for in f rd Concrete (ACI 318—(Current Edition)) LCLADDING ATTACHME T o for Welding in 1 Construction of the (WELDED LADDER TO American Welding Society.. W H SEALING BST d e. Specification for the Design, Fabrication Erect"on of Structural Steel for Buffftas by The lor American Institute of Steel Construction (A[SC) .or all w : (Current Edition) (CABINET CONN ECTION NOT SHOWN FOR CLARIT)o g ]lQN l rlrlri.R rA 2 Concrete P.S.I. days NOT TO s►T ,. Compressive Strength, SM WT 1 P. .F. , INN ter. Reinforcing Steil shall be ATV A-615 0, Q �ir± ,, f a. All reinforcing steel shall be free from mud, oil, rust or coatings that would reduce or destroy band. b All reinforcing bars sha11 laps 30 diameter minimum, except as noted. c. Minimum concrete cover on ties, stirrups and main bars shall be inch for slab, gall and "no 010000 400010, 0009" Nowoo ow"No' now"o surfaces not exposed to Breather or in contact G ATTACH ME NT with round; inches for unformed surfaces LADDER (WEED TO COLUMN) deposited against the ground except as noted. 4 Structural Steel and Plates shall be A—: X: t r X M/ W—Shape beams shag be Fy=5 s Minimum Structural tubing b ` A 7 A-500, Grads K, F 46 Iasi. TIC. STEM TUBE Structural piping shol be ASTM A-53, Grad+ 8, Type E SE!QIIQbl 13-5 or S. Y=35 R w, Minimum. NOT TO SCALE 5. Anchor Botts shall be ASTM —307, unless otherwise rated. 6. High, strength o be Afff:30di:MI! N s _ s , . a LOW VP 14 7 + II 1 ix I g a : G 111101M ;i6klmlim "PRINCIPLE +" & UL LABELS t L MM W H SEALING BST H M✓ A � ws M •ale 16 ' A X: t r X M/ TIC. STEM TUBE ALUM. CLADDING NT CHROME FINISHED Ate' ACCENT ON EACH SIDE ELECTRIC. HAND HOLE 5�. 3P.0 ? LONG A � 9 ^MA Mr- s , . a LOW VP 14 7 + II 1 ix I g a : G 111101M ;i6klmlim 4 H,�gup 692-4 OF '! '4 ,► 'IY21# X ,'Ch1-YS1Cr1D0d9eJCePAUWn Pylon Pylon (tt 35'-0" O.A.H. -2601 Me AM 1101 i 01,101 _N= ---FDU" I r •' �lrl► • � w ' • . �., ,. •. � t s - 1st 1 E ff � ti! d re, , e s s VIM �► irir i Vfr b i ., 9 C :., . � ♦ N a t < . dr . • ., . •.. , • d. "'N a#d(y'� ::, . r r • rP d v. •v #• a. O w a w 4 K 4t a N •. a: �. A a x < a w • i d +� • . • • . a r t a . '� {: v 7 a. < 6 • to • O a . . N . +$ • ° r +[ ♦.. • ` � . t , .. A N a Y a . s EXTREME FROST PENETRATION ,4 SCHEDULE SCALK- 1/4 r w r , r , a u Y x f r . e 1 r .+F :r REQUIREMENT IS GREATER, THAN THE SPECIFIED #lE f ad OF CONC. REQPD. DEPTH OF THJS FOUNDATON, THE FOUNDATION 3 log : DESIGN SHOULD BE ALTERED TO MEET THE Tr '� ;� �41 7 ► LOCAL S DEPTH REQUIREMENTS. LEVA E {_ � R - E a �r Mn- 12012 L MM 4 H,�gup 692-4 OF '! '4 ,► 'IY21# X ,'Ch1-YS1Cr1D0d9eJCePAUWn Pylon Pylon (tt 35'-0" O.A.H. -2601 Me AM 1101 i 01,101 _N= ---FDU" I r •' �lrl► • � w ' • . �., ,. •. � t s - 1st 1 E ff � ti! d re, , e s s VIM �► irir i Vfr b i ., 9 C :., . � ♦ N a t < . dr . • ., . •.. , • d. "'N a#d(y'� ::, . r r • rP d v. •v #• a. O w a w 4 K 4t a N •. a: �. A a x < a w • i d +� • . • • . a r t a . '� {: v 7 a. < 6 • to • O a . . N . +$ • ° r +[ ♦.. • ` � . t , .. A N a Y a . s EXTREME FROST PENETRATION ,4 SCHEDULE SCALK- 1/4 r w r , r , a u Y x f r . e 1 r .+F :r REQUIREMENT IS GREATER, THAN THE SPECIFIED #lE f ad OF CONC. REQPD. DEPTH OF THJS FOUNDATON, THE FOUNDATION 3 log : DESIGN SHOULD BE ALTERED TO MEET THE Tr '� ;� �41 7 ► LOCAL S DEPTH REQUIREMENTS. LEVA E {_ � R - E a �r Mn- 12012