The URL can be used to link to this page

Home My WebLink AboutESGN2021-000839DATE OF ISSUANCE: PERMIT#: (% 18--Ool SIGN I 'PERMIT APPLICATION JOB ADDRESS: 1775 -PW(A LOT: BLOCK: SUBDIVISION: NAME OF BUSINESS: Silverlake Byrum Sign & Lighting. Inc. 0— SIGN CONTRACTOR (company name): (OR ELECTRICAL SIGN CONTRACTOR) STATE LICENSE REQUIRED FOR ELECTRICAL SIGN CONTRACTOR CURRENT MAILING ADDRESS: 305 N. Delaware Street, Suite 106 CITY/STATE/ZIP: lrving. TX 75061 PHONE NUMBER: (972)723-85_25 TPE OF SIGN: El BANNER El GRAND OPENING thru OTHER DESCRIPTION OF SIGN: - monument sign SIGN DIMENSIONS: 2, X 8' 10" WALL DIMENSIONS: ILLUMINATED? YES X NO REFACE? YES X NO ELEVATION: South **In accordance with STATE LAW& CITY ORDINANCE, 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 and 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. A minimum of 11 x 17 drawings must be submitted. All drawings must be legible. 2. Pole or ground signs require a site plan drawn to scale showing location of the sign. 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. Shaw dimensions and distances to property lines. (Place asterisk on property line with line to sign location). 4. Detailed, dimensioned plans of sign showing graphics. Dimensioned full length 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 I and the types —wall 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 GRAPEVINE CODE REGULATING SIGN REQUIREMENTS. PRINT NAME: Marie Byurn SIGNATURE: PH #: (972)723-8525 FAX#: EMAI ❑ CHECK BOX IF PREFERRED TO BE CONTACTED BYE -MAIL FUNCTIONAL TYPE: oeu rXemix-E FOR OFFICE USE ONLY PERMIT FEE: - ' 4, STRUCTURAL TYPE: 1154--Al PLAN REVIEW FEE: _ I APPROVED BY: DATE: REMAINING FEE: O.FORMSkDSAPPLICATIONSfSIGNAPP.d.c W4i2OO4-R.V:3]OS,S/O6.2j07,11109,1/18 SIGN, ELECTRICAL Issue Date: April 2, 2021 PROJECT DESCRIPTION: Monument Sign (Close to Building) "The Silverlake" [C/O 18-0171][CU2017-05] PROJECT # (817) 410-3010 www, y ovms; ESGN®21-08 Inspections Permits City of Grapevine LOCATION TENANT LEGAL Grapevine,, TTX 76099 P.O. Box 1775 State 26 Hwy. Jefferson Silverlake The Blk 1 Lot 1a1-1 X (817) 410-3165 Voice Grapevine, TX 76051 Cbluffs At Grapevine Addition (817)410-3012 Fax CONTRACTOR INFORMATION Byrum Sign & Lighting, Inc. —APPLICANT NAME Marie Byum State ID # 18167 —APPLICANT PHONE NUMBER 9727238525 305 N. Delaware Street CERT OF APPROPRIATNESS NO Irving, TX 75061 CERT OF APPROPRIATNESS CASE # (972) 723-8525 Phone (214) 878-6893 Mobile County Tarrant Illuminated / Non -Illuminated ? Illuminated Reface Yes OWNER Sign Dimensions 2ft x 8ft 10in Jefferson Silverlake Llc - Type of Sign Being Installed Monument 600 E Las Colinas Blvd Suite 1 Irving, TX 75039 VALUATION 3000 Zoning CC - Community Commercial AVAILABLE INSPECTIONS ► Sign Final (required) FEES TOTAL = $ 74.75 Sign Permit Fee (Plan Review) 65% $ 26.00 Sign Permit Fee (Plan Review) 65% $ 22.59 Sign Permit Fee (Remaining Fee) 35% $ 19.82 Sign Permit Fee (Remaining Fee) 35% $ 6.34 PAYMENTS TOTAL = $ 74.75 Byrum Sign & Lighting, Inc. (Benton & Marie Byrum) ($22.59) Check on 0311112021 Note: CK12005 Byrum Sign & Lighting, Inc. (Benton & Marie Byrum) ($6.34) Check on 0311112021 Note: CK12005 Byrum Sign & Lighting, Inc. (Benton & Marie Byrum) ($45.82) Other on 0410212021 Note: CC4335 NOTICES ALL work must be done in compliance with the CITY OF GRAPEVINE SIGN ORDINANCE, SECTION 60. City of Grapevine CODE OF ORDINANCES. And the 2005 NATIONAL ELECTRICAL CODE. In accordance with STATE LAW & CITY ORDINANCE, Illuminated signs must be constructed, installed and wired by a State Licensed Electrical Sign Contractor or State MYGOV.US City of Grapevine I SIGN, ELECTRICAL I ESGN-21-0839 I Printed 04/02/21 at 9:37 a.m. Page 1 of 3 Licensed Master Electrician. Signs may also be constructed by a fabricator approved by a Nationally Recognized Testing Agency and labeled accordingly. READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT OT 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 GRAPEVINE CODE REGULATING SIGN REQUIREMENTS. Signature _ Date MYGOV.US City of Grapevine I SIGN, ELECTRICAL I ESGN-21-0839 I Printed 04/02/21 at 9:37 a.m. Page 2 of 3 2 in D, 4— J ly '4 k J7 7 C-7 4 FOURCE -.�4Z jz' C -F All ideas anrargOmIrt, and plar, LA "2018 H r dicated o, represented by these drawings are I_ the properly of Fource Communications, Lid %E N r and 0 ocabd. evolved and developed for use on and it corcocil- with me specifict Fm Luch,cl No part of the ar,,gs, designs, arrangements or cleas her— shah be ats ever 0 r x 1 1 L duplicated or used for any purpose v wjthil�it the eXp,SS written consent Communications, Ltd ser, f Fouce 5 Ft 10 in tin 201OPF02RS 11111111111qp111111111 F h-Ef ISPROVIDE DISCONNECTOR All"SA6N LOCAT49N CONTRACTOR SHALL CALL FOR INSPECTION& 4 1 Cj - 3 ,.,ONTRACTOR REGISTRATION WILL BE REVOKED UPON PERMIT EXPIRATION, 4 • SIDE VIEW CUTTHROUGH 15" T EXISTING V112W owr WIREWAY Your signaturegeslolaptsowuofthe G LRURY LIVINLritG duagrilayb layout and its c -tian,,claoising rource R, Communications, flornaany le ric dspicasibifity " rogardog in,ect information a ", g, -FOR 4ILL Any cis,- shown are only representative of act..! cisirlm to be used Fral colors will be V) brachold as closely as ocasole. Colors shown ill OR s 7 tend to vary due to some materials used in the Firmustry. ' graae A?; gra le�j DH r _v. r. 1 01/27/2021 p REPLACEMENT SIGNAGE 1'LW '7 F E INTERNALLY ILLUMINATED PAN SIGN TO REPLACE EXISTING MONUMENT SIGNAGE X 1 0 to FOURCE C. 11—AY 14NS x2018 All ideas, alwgcrrouts and plans indicated of represented by these drags are twin no property of Fnu•ce Communicabons, Ltd. - and were created. evolved and doebloped for use on and u connection .,in the specified - planed No part of the drawings, designs, _ arrangements or ideas non— shai' be dupacated o, used for any purpose whatsoever - without the express wrnten consent of Fou¢e Communrcabors, Ltd i 201 OPF02RS Alk Ui CL tjf• _ • *via A.D. 1 - 56.00 tit11 r _ Your sgnaturc ackcowledges full approval ofine WL design layout and as content. reloaamg Fource - Commureabons, Ltd from any responsibility bgardmg ,marred a o-at,ort and design O vl 52.6j Any colors shown are only represerlabve of t� actual colors to be used Final colors wdl be matched as closely as possible Colors sown - - tend to vary due to some materials used ,n the industry, = 1 ENTRY MONUME L1.26 (REF. DETAIL) DH SIGN LIGHT (REF. -� LIGHTING I 01 /27/2021 SCHEDULE) REPLACEMENT SIGNAGE v SEALED SITE AAA0 9.A THIS ENGINEERING IS FOR FOUNDATION ONLY. i i 1 111 I ' �L A K E I j r .. - r ■ ■ ■•i r m r ■ ■ ■ m ■ ®■ ■ ■ ®■ ru�•riaeww „ l+'ti AriF _ 7 Texas, 2015 ISC ref 2015 IBC, ref ASCE 7-10 116 Wind Speed, Vult, mph, from ASCE 7-10, Figure 26.5 ( Acceptable Sign Support Columns li Risk Category; II, Normal; III, Substantial Hazard; IV, Essential/Critical direct embed type foundation C Wind Exposure; C, House size obstructions for> 600 it; D, noobstructions> 5000 It Grade offset (ft)L-Sand (type 4) Presumptive soil type WIND LOAD CALL: ASCE 7-10 Section 29.4.1, Solid Freestanding Signs Terrain K4=1, no hill, ridge, or escarpment >15'high; Directionality Kd=0.85; GustG=0.85 rigid structure; K,=2.01'(H/900)A(2/9.5)ExpC, (700&1 1.5)ExpD; q,,,U=0.00256`K,'K'N*V'n A B C D E F Sign Segment ID 6.0 Segment Top Above Grade, Top, It 17.8 Segment Width, W, H 6.0 Segment Height, H, It 106.80 Segment Area, f? 0.85 Velocity Pressure Exposure Coelf; K, 24.4 Velocity Pressure, %,,a, psf (per segment) 1.40 Force Coefficient, C, (per segment) 29.1 Wind Pressure, P,d,, psf = gh,,d<'G'Cr,.A 17.4 Wind Pressure, P„d, psf = P,1'0.6 1.9 Segment Shear Face, F,,, kips = P„d Areas, 6.1 Segment Moment M. Mp'ft = Fs,'Centroids, "grade" = 0 It 1.86 kip Total Shear at Grade, V = Sum (Fs,) 3.3 6.1 kip.ft Total Moment at Grade, M = Sum(K,) 18'-9" WIDE x 4'-3" LONG x 1'-6" DEEP CONCRETE SPREAD FOUNDATION { W/ #5 REBAR MATS AT 12" OC EACH WAY 3" FROM TOP AND 3" FROM BOTTOM 1 ti o 1'-6 - ) - - - 4'-3" Spread Foundation (Long Is perpendicular to face) 4.2' long x 18.8' wide x 1.5' deep #5, 12" OC each way, 2 mats, 3" from top and bottom, gentle bend around column Weld 2' long 2" x 2" x 3/8" angle to bottom and side of column with 3/8" fillet weld all around All foundations: Embed column to 6" from bottom in 2500 psi or higher concrete. Sign manufacturedinstailer's design, detailing, fabrication, and erection shall conform to the following specifications: Building Code, ASTM specifications, ACI-318 for reinforced concrete, American Welding Society Code for Welding in Building Construction, AISC Specification for Design, Fabrication, and Erection of Structural Steel for Buildings. Materials of construction: (Unless noted otherwise) Structural steel (angles, shapes, plates, gussets): ASTM A-36, Fy=36 ksi. HSS steel tubing: A-500, Grade 8, Round Fy=42ksi; Rectangular Fy=46ksi. Structural aluminum tubing: 6061-T6, or equivalent, Fir =18 ksi at weld. Structural pipe: A-53, Grade B, Type E or S, Fy=35 ksi. Anchor bolts: ASTM F 1554 Grade 36 with heavy hex at bottom, not't or J" bolts. Connection bolts: A-325, snug tight. Reber. ASTM 615, #6 or larger - Grade 60, #5 or smaller - Grade 40, 3" cover. Concrete: 2500 psi, 28 days. Provide coatings to prevent any possibility of corrosion. Welding design and fabrication according to AWS D1,1. AWS certification required for all structural welders. E70XX electrodes for SMAW processes. F7X-EXXX electrodes for SAW processes. Embedded column acts as vertical reinforcement for drilled and cube foundations. This design assumes: Class 4 sand, silty or clayey sand or gravel, SW,SP,SM,SC,GM,GC per code, section 1806 Presumptive Load Bearing Values of Soils. Vertical 2000 psf, Lateral 150 psf/ft, and Sliding .25. Lateral brg doubled for sign poles per 1806.3.4. (Not clay, sandy or silty clay, clayey or sandy silt, silt, mud, organic silt Cube Drilled Shaft Foundation, Code Section 1807.3.2 L=W=D laterally unconstrained at grade Diameter, b, ft ((or length and width of cube) Depth, D,ft D=0.5'A{t+11+(4.36`Hcent1A)]A.5; A term A = 2.34-F/(S1'b) St orS3 S1 = 2'Ssoii'D/3 150 Ssoil psfift for Sand (type 4) Spread Foundation Q psf for Sand (type 4) = 2000 4.2 Length, L, It a 18 8 Width W ft MAR*DISOSWAY PE ace, Fe Lake City, Florida 32025 386-754-5419 TXPE102516Firml2568 OAF 6.0� 1:'.......b, .. - 17,8 s.o 1.40 3/25/2021 This seal for structural engineering (Foundation & Support Column ONLY) SCOPE OF WORK: Design sign support column and foundation to meet structural requirements of building --,fie based on stated (not verified) site factors and sign size & shape based on sign installer's drawing, attached. By using this engineering sign owner, manufacturer, and installer accept responsibility to: Design, build, and install sign cabinet, face, attachment, electrical, etc according to sign code, building code, and UL. Verify site conditions match stated wind speed, risk, exposure, topo, and soil factors or request engineering revision. i' 1.5 Depth, D, It e $ITV@i�1k@ 5 m 2633 Soil Bearing at Bottom of Fdn, Qbot, psf, Qbot=1.3'(Q+100pcf*(D-1)) 17.8 Total Weight, Wt kips, Wt = L' WD' .15 kips/113SEE 0.7Toe Length, Toe, It, Toe =Wt1(w Qbot) -- Gropeytne,TX- 76U%l, 1.9 Bearing Eccentricity, e, ft, e = L 12 - Toe / 3 22.0 Overturning Capacity Cale, OT, kip.ft, OT = Wt 1 e 11.5safety LINO valid for one sign at this location. _OW-PrOperty'line marked with red _-paintl utility marked with green flag - � jj N7 VI NT� 611.1 'TIT! "TIT' •**•• Mary Louise Nicholson I do hereby certify that this is a true and correct copy of the original record Tarrant County Clerk S x; now on file in the Official Public Records of Tarrant County, Texas. .6 34 Digitally signed :H -� To verify the authenticity of this copy please visit: by Mary Louise Nicholson '•., *,•• https://tarrant.tx.publicsearch.us/verifycert/TSy7ff8J (late.,2021.03.18 12:14:44 -05:00 D220293106 <,