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HomeMy WebLinkAboutSIGN2022-003874 - PLANSuminated ntry Signage 'ermit 3ac:'-,age No') 0n1'fA1 A R LOW E GRAPEVINE 4501 State Highway 360 Grapevine, Texas 76051 ALL CHANGES REQUIRE APPROVAL OF REVISED PLANS APPROVED SILTE KEPT ON JOt3 AT ALL TIMES CONTRACTOR SHALL CALL FOR INSPECTIONS: (817) 410-3010 *�* CONTRACTOR REGISTRATION WILL BE REVOKED UPON PERMIT EXPIRATION. PROVIDE DISCONNECTOR AT SIGN LOCATION CITY OF GRAPEVINE RELEASED FOR CONSTRUCTION_ SHEET: I OF: 7 RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES DATE: I �I BY: BUILDING INSPECTION D ON; RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. is ALL WWW.fo u rc a .net Communications, Ltd. and were created, evolved and ' pe�i�ne th ifie ,FOURCE ect `r dr sig arr or NOV 2U22 135 1 REGAL ROW WALLAS, TX 75247 a in all o u L LL COMMUNICATIONS ph.214 630 2125 fax. 214 630 2314 whatsoever without the express written consentotFource Communications, Ltd. FOURCE �" • i r� :,a, 02022 All ideas, arrangements and plans i:G7 ��• indicated or represented by these drawings VI _ _ .D.W, i `k}y_b are the property of Fource Communications, - •-� .\-- Ltd. and were seated, coined and developed for use on and In connection with the specified project. No part of the drawings, ICAS i - . f }' it ^ designs, arrangements or ideas herein shall be duplicated or used for any purpose whatsoever without the express written ] it consent of Fource Communications, Ltd. JOBNUMBER r iI r is !', ua .? C,._� LEASING CENTER ENTRY' - '� JL, G'�--=— _ r _ �� ..� _ .. II 2102G065 'j f ` t.4 v t. 1�1 r - ]� ° �� 'J �f'"1 ��� L #IV f7li 7 rr� ) ( i1. r�1 rL r 1-1 WALL SIGN (BUILDING 14) I 1 r` '" � I I WALL SIGN (BUILDING 3) �I' .1� " 1, s\ Il SIF ENTRY MONUMENT ' L77 r C STATE HIGHWAY 36D 14135,, -..r� r1 i�G1, _ r #G2 , STATE HIGHWAY 360 ■ rA vk9"LE MTN N.CrHT OF WAYI .Il. i V \ II f _ IA VAieABtF P117tH 9K,H1 OFW'AY1 •---•---,-`- ay C.Ilona a) s , _P, 71 L' CL fa 3 VAN � — I ' VICINITY MAP ,b. t { a ' 1 ITV O F S/F ENTRY MONUMENT PEVINE Ar FOR NSTRUCTION . 69natureadow nledge,,ullapproAdofthe design layout and its content releasing Fource f _ Communications, Ltd. from any responsibility ///��•yyy///%, / _ _ C ngmdingimmrecttrdoanationanddedgrL ' ` �` to y' y - HEFT: a' OF: . — Any colon shown are only mpresenutive of �r -Y vi actual colors to be used Final colon will be 1 ■ ,1 M a n S NOT AUl—iORIZE ANY WORK IN mans,eda=do:myasp le [danshown tend OLl INU LJDE OR ZONING ORDINANCE. to vary due to some materials used n the 7 CITY A" PQV ED PLA vS TO BE KEPT ON Fox ♦ I � THE JOB SITE ►%T ALL TIMES .. Mandl,r�l�' BY: t s � �AMINO a urED � � urn � 10/12/22 - �. BUILDING INSPECTION DIVISION: SHEET TITLE RELEASE DOES NOT APPL' TO CONSTRUCTION IN ENTRY EASEMENTS OR PUBI IC RIGHT-OF-WAY. SIGNAGE ALL CHANGES MU;)T BE APPROVED SHEET NUMBER SINGLE FACED MONUMENT i WITH PUSH-THRU LETTERING X 1 1/2" ACRYLIC PU5H-THRU LETTERING (244-7 WHITE) .125" ALUMINUM PLATE (MP#15540 FRA5ER FIR) WITH HIGH PERFORMANCE TRAN5LUGENT VINYL WITH HIGH PERFORMANCE CAST VINYL (ORACAL® 5500-011 516NAL YELLOW) LETTERING AND GRAPHICS (WHITE) 1/2" ACRYLIC PU5H-THRU LETTERING 10 ft - 0 in j (2441 WHITE) —� DROP IN 516N CABINET WITH ALUMINUM SKIN (MP#15540 FRA5ER FIR) --12ff-eve S 1/4" ACRYLIC ADDRE55 NUMERALS (WHITE)�� 44--- STONE TO MATCH PROPERTY • BASE STRUCTURE — *,BY OTHERS' 5TRUGTURE FOUNDATION *BY OTHER5* sA wo. FOURCE 02g22 All ideas, arrangements and plans indicated or represented by these drawings are the property of Fource Communications, Ltd. and were created, emlved and developed for use on and in connection with the specified pwJect. No part of the drawings, designs, arrangements or ideas herein shall be duplicated or used for any purpose whatsoever without the express written consent of Fource Cornmunications, Ltd. 2102G06S X im 4*4 CL - 1/z in= ELEA INE TRUCTI ET SASE DOES NC':. IN - 1 " r i WITH THE BUILI ' t� INANE _.r l - fTHE J03 SITE AT ALL TIMES DATE: _ BY: *FOUNDATION BY OTHERS = o > BUiLDir�G INSPECTION DIVIS ON: > r FtLtA 'E DOES V F HF'F'L f V [1Vt� i Itu[. [ c rJ IN -- ♦ SEMENT F-WAY. ALL HANG A PROVED stanaw.. Yoursigna"m so aduwhdgesfull approval of the design layout and its content releasing Fource Communicatioiom, lid from any responsibility regarding ir[rosrnct Mormation and design Arty colors shown are only representative of actual colors to be used Final colors will be .died as dosely m possible. Colors shoxmtend to vary due to some materials used in the ENTRY SIGNAGE General Notes: 0 Design is based on IBC 2006 & Wind speed of 115 mph at 3 sec gust (Risk Cat 2, Exp C) 0 These drawings shall only be used for the intended reasons when issued and should not be used for any other purpose on this project and shall not be used on any other project either by the recipient or others without the prior approval of TMM Consultants. (3 TMM Consultants is not the Engineer of Record for overall project and shall only be responsible for the design of the sign structure and/or sign anchors shown on the drawing. Sign cabinet structure design shall be provided by others. ® Contractor shall be responsible for any discrepancies on the drawings. Any such discrepancies shall immediately be reported to TMM Consultants for verification and adjustments. 0 If any part of existing structure does not meet specifications listed or dimensions shown, contractor shall not proceed with construction and request for a redesign © All HSS sections shall meet ASTM 500 Grade B with minimum yield stress Fy--46 ksi for HSS Square & Rectangular Sections and Fy-42 ksi for HSS Round Sections. All Standard Steel Pipes and Tubes shall meet minimum yield stress Fy=35 ksi. All other existing and new steel including plates, angles, anchor rods, etc. shall meet ASTM A36 with minimum yield stress Fy=36 ksi. All Aluminum Tubes and Plates shall meet 6061 or 6063 specs All existing and new structural bolts shall conform to ASTM A325 unless noted otherwise. 1© Bolts Shall not be connected to existing building facia, brick or stone veneer at any location. It should be properly anchored to the building frame w/ appropriate blocking or to Concrete wall or CMU walls that has cells filled with grout 0 All Steel welding shall be made with E70xx electrodes and All Aluminum welding shall be made with E40xx electrodes. Weldings shall be performed by certified welders in accordance with latest AWS standards All Rebars shall conform to ASTM A615 and will be Grade 60 steel. Analysis of existing building structure, where applicable, to support proposed loads not in scope of TMM Consultants and hence not performed and provided. 1® Wall type information, where applicable, provided by the Sign Installer. The Contractor shall not proceed with the installation if the actual Wall type is other than shown and request for a redesign 1® For Concrete Masonry Unit Construction, Masonry Units shall conform to ASTM C90 and the cells shall be fully grouted and will have fm of 2000 psi minimum (attained @ 28 days) 1© Concrete Piers and Spread footing shall have normal weight concrete with minimum compressive strength of 3000 psi (attained in 28 days. Care shall be taken for not placing concrete over soil fill. 1® Prior to construction contractor shall verify dimensions and grade of existing steel and concrete. 1® Field verification for accuracy and structural integrity of all elements of existing structure - including but not limited to - steel support, foundation, connections - not in scope of TMM Management.. ® TMM Consultants shall not be held responsible for damage caused to existing Building due to the Sign Project. Prepared for Fource Communications 1351 Regal Row CITY 0 E G' _ftAM0247 RELEASED FOR , TP T1Qhl Date: November 2022 SHEET: Dq*W._ Me REL EASE DOES NOT AU IN CONFLICT WITH THE BUILDING C'oniNp,NCE Project &Location: CITY APPROVED PUS owe BE Kht ON ign THE JOB SITE Grapevine, TX 76051 DATE: — - wn �rleer - . BUILDING INSPE IYl1i� CwIl (ti'11 RELEASE DOES NOT APP _�TNAI9NSt10TjolNTS EASEMENTS OR PU? 3L{ I���"�pN SERVICES ALL CHANGES M IST B D hl O I` !V (o O 'U o -, SINGLE FACED MONUMENT �'`' WITH PUSH-THRU LETTERING X 1 1/2" ACRYLIC PU5H-THR1) LETTERING (244-1 WHITE) WITH HIGH PERFORMANCE TRAN5LUCENT VINYL (ORACAL8 8800-019 SIGNAL YELLOW) 1/2" ACRYLIC PUSH-THRU LETTERING (2447 WHITE) DROP IN SIGN CABINET WITH ALUMINUM SKIN (MP#15540 FRA5ER FIR) 1/4" ACRYLIC ADDRE55 NUMERAL5 (WHITE) 4- STONE TO MATCH PROPERTY BA5E 5TRUCTURE *BY OTHER5" ELEVATION 125" ALUMINUM PLATE (MP#15540 FRA5ER FIR) WITH HIGH PERFORMANCE CA5T VINYL LETTERING AND GRAPHIC5 (WHITE) 10 in It x 1/2 in —= STONE FACED CMU WALL. FULLY GROUT _ ALL CMU CELLS v4 i n #5 REBAR r T @2'C/C #3 TIES @ ALTERNATE HORIZONTAL REBAR 12' x Tx V-6" CONCRETE SLAB W/ #5 REBAR @ 12"CC/CCj BOTH WAYS & IN TWO LAYERS. PROVIDE 3" BOTTOM & SIDE COVER AND 2" TOP COVER. Fy = 3 KSI @ 28 DAYS. SIDE ELEVATION Prepared for Fource Communications 1351 Regal Row ,PMrffbAAPEVINE RELEASENeW I I J ION ___``���` milaaw: oovemher 2422 �— �E OF ]Drawn by: k16 �r ,�Q,••••.... Iscalo: Not Q le. AW CO •• , E 1)1RWIsi&I.J I FOU I rlURIZ t ► IN r vvoRK IN /OF ,f * r• LIC'CODE OR "ZONING DRDINANCE. i Project ..... & Location: . / MUSTAFA•V1cl Ma rla;,atBE KEPT ON : 129031 i 4501 slateur� Hig,nALL TIME -p*. �+ �L/'s grapevine, TX 76051 �F•••�/'Fj — �V EN C Engineer Y: `ass/ONA1- ��� �����► E.NTS 00RRR6i<fwQd1kff-0E-W Y. 1 14GES Wr STSE APPR DIVED q)- -3a_2� Q' MONUMENT ATTACHMENT &STRUCTURE DETAILS SIGN CABINET SECURED TO 5TRUCTURE VIA 2" MOUNTING FLANGE AND HEAVY DUTY CONCRETE ANCHOR5 ------------------------------------------------------------------------ , --------------- ; , ; 1 1 , - �■ i Y i LA Y_ .:A ELEVATION 7 f� �1 ft -I 6 inI x 10 ft - S in' -I 1 TOP VIEW POWER PULLED THROUGH BOTTOM AND FED THROUGH TO 516N CABINET POVeR CONNECTION RATED 120V/21W ® 20 AMPS WEATHER RESISTANT J-BOX W/COVER OR HOUSE POWER ON MASTER PHOTOCELL *ON BACK51DE OF MONUMENT* d ' S 0 4 r t �1Ft-4in� 4_ i I SIDE ELEVATION j Prepared for Fource Communications 1351 Regal Row ° fy8J17GRAPEViNE RELEt,c�51 K TION Date: November 20 22 OF Drawn by: MB �. 1 i �,�Q........ •. ti UF[Itt ORK IN 'l Nt; Uuutr art w yr G ORDINANCE. Project & Location: ........................ • . MUSTAFA +�nrn O B KEPT ON BOI����-.�e l�1 sgr' �/................................. #E4d0B@8JiL4 AoT ALL TI ES �0 -P • 129031 • •��� Grapevine, Tx 7601 ,�• •�!CENSE�Q� Enaineer t3Y ~ V: ������ f7F4 FAa- [7 NdEA dE kaO�UCTION IN alANGESPWIffIBE '"MENT�g�i�pLWg R JPHT-OF WAY. 1112 APPROVED "'),I - �� r-b-7 � Project & Location Risk Category Exposure V Applicable Design Code Anchor Design Marlowe @ 4501 State Highway 360, Grapevine, TX 76051 11 C 115 1 BC 2006 Ht from Ground (ft) = 01 V qz ASD Force Force Centroid Moment Force Centroid Moment Section B(ft) s(ft) h(ft) Kh Kd K., mph (psf) G Cf LF (psf) (lb) (ft) (lb-ft) (lb) (ft) (lb-ft) 1 10.00 2.50 4.75 0.85 0.85 1.00 115 24.5 0.85 1.70 0.60 21.2 530 3.50 1,856 530 1.50 795 M= d= T= # of anchors in a row = T per anchor = Spread Footing MWI = 2325 lb-ft Vh = 947 lb M(overturning) = 3745 lb-ft L(along sign face) = 12 ft W= 3ft D = 1.5 ft Grade to Top of Footing = 0 Grade to Bottom of Footing = 1.5 DL per SF = 10 psf Sign Weight = 498 lb Footing Weight = 8100 lb Total Weight = 8598 lb P/A = 239 psf M/S = 208 psf P/A + M/S = 447 OK P/A - M/S = 31 OK 9.543 k-in 6 in 1.591 k-in 5 0.318 k (Okay) 11125J2022 Prepared for Fource Communications 1351 Regal Row Dallas, TX 75247 (-A0 PMUtAIE-- RELE ,-,TION "brv:1 SHEET: scale: NottoScalg7F- RELEAS +6101' ' IT "/JTI 13REZE ANY WORK IN CONFLICT WIT i .t �. R LL GI. Z. &W 4G ORDINANCE CITY APFfW grNM W0 BE KEPT ON TH = gZX,°f ALL TIDIES DATE: Lngineer DY _ E-�U&TMPAICMWAN I��i. oid: RELEASE ) JE %-��' TFUCTION IN EASEMENT '� &HT -OF WAY. ALL C. MANG E_ IMM ST B� ROVED