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Home My WebLink AboutSIGN2024-004051ADDRESS 2900 Genesis Way, 100 Grapevine, TX 76051 LEGAL The Trade Group Blk 1 Lot 1 PERMIT HOLDER Marie Byrum Byrum Sign & Lighting, I nc. (972) 723-8525 COLLABORATORS •Marie Byrum Byrum Sign & Lighting, Inc. (972) 723-8525 OWNERS •2Nd Ip Lp TENANTS •The Trade Group, LLC INSPECTIONS 1 1. Sign Final INFORMATION FIELDS **APPLICANT NAME (Individual)marie byrum **APPLICANT PHONE NUMBER 9727238525 APPLICANT E-MAIL **NAME OF BUSINESS The Trade Group VALUATION 5500 Type of Sign Being Installed Wall Sign Dimensions 90.5" x 47' Wall Dimensions 40' x 350' Illuminated / Non-Illuminated ?Non-Illuminated Reface No Wall Elevation West Elevation Existing Sign Types NA * CONSTRUCTION TYPE NA * OCCUPANCY GROUP NA CERT OF APPROPRIATNESS CASE #NA DOCUMENTS - MISC 01 APPLICATION.pdf DOCUMENTS - MISC 02 SIGN DETAILS.pdf, ELEVATION DRAWING.pdf * ZONING DISTRICT BP FEE TOTAL PAID DUE Sign Permit Fee (Plan Review) 65%$ 90.35 $ 90.35 $ 90.35 Sign Permit Fee (Remaining Fee) 35%$ 48.65 $ 48.65 $ 48.65 TOTALS $ 139.00 $ 139.00 $ 0.00 READ AND SIGN City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Sign Project # 24-004051 Project Description: Install Non-Illuminated logo and channel letters on the West Elevation reading (Logo) "The Trade Group" [C/O 21-001674] [ELECTRONIC REVIEW] Issued on: 11/19/2024 at 11:07 AM MYGOV.US 24-004051, 11/19/2024 at 11:07 AM Issued by: Connie Cook Page 1/2 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. November 19, 2024 Signature Date City of Grapevine Sign Project # 24-004051 NOTICES 1) ALL work must be done in compliance with the CITY OF GRAPEVINE SIGN ORDINANCE, SECTION 60, and the City of Grapevine CODE OF ORDINANCES. 2) City Approved Stamped Plans must be on-site for ALL INSPECTIONS. 3) Project address must be clearly posted at the job site. NOTES > 24 HOUR INSPECTION NUMBER METRO (817) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 12:30 P.M. > PERMIT ISSUED IN ACCORDANCE WITH APPLICATION ON FILE IN THIS OFFICE. THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED WITHIN (180 DAYS) OF ISSUANCE OR IF WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF (180 DAYS). THE ISSUANCE OR GRANTING OF THIS PERMIT AND / OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF THE CODES AND ORDINANCES OF THE CITY OF GRAPEVINE. THE ISSUANCE OF A PERMIT BASED ON PLANS, SPECIFICATIONS, AND OTHER DATA SHALL NOT PREVENT THE BUILDING DEPARTMENT FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS, AND OTHER OR REQUIRING CORRECTIONS OF THE CONSTRUCTION ITSELF. MYGOV.US 24-004051, 11/19/2024 at 11:07 AM Issued by: Connie Cook Page 2/2 ATE OF ISSUANCE: RECEIVED: 11/7/2024 A 24-004051 "The Trade Group" 2900 GENESIS WAY �� ' � NON -ILLUMINATED WALL SIGN W ELEV PERMIT J ELECTRONIC REVIEW SIGN PERMIT APPLICATION -SUITE # NAME OF BUSINESS: PHONE NUMBER: SIGN CONTRACTOR (company name): (OR ELECTRICAL SIGN CONTRACTOR) STATE LICEA'SE REQUIRED FOR ELECTRICAL SIGN CONTRACTOR CURRENT MAILING ADDRESS: CITY/STATE/ZIP: PHONE NUMBER: TYPE OF SIGN: FREE STANDING WALL MOUNTED BANNER GRAND OPENING thru OTHER DESCRIPTION OF SIGN: SIGN DIMENSIONS: — WALL DIMENSIONS. ILLUMINATED? YES NO _�, REFACE? YES NO ELEVATION: **In accordance with STATE LA ff" & CITYORDLVIIAICE, 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" VALUATIONOFStGN: 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 I I x 17 drawings must be submitted. All drawings must be legible. 2. Pole or ground signs require a site Dian 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 lootine detail. 3. Show 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 ternAh 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 THATTHE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT THE SAID WORK WILL BE DONE IN CONFORMANCE WITH THE IxNIFORIMATION HFR-�CON SET FOW111 AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODE REG1JLATFVGSLaN, REQUIREMENTS. PRINTNAME: SIGNATURE:1i PH FAX#: EMAIL: CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL /I ') -C, FOR OFFICE USE ONI.Y FUNCTIONAL TYPEPER MITFEE: : K-e. M/ STRUCTURALTYP PLAN REVIEW FEE: APPROVED BY: ATE: REMAINING FEE: [INVOICED PLAN REVIEW 11/7/24 OFORM$kD$APPLICATIONSiSIGNAPP.d.c W412004-Rev:3105,S)06,2tO7,11109.1118 rm- W, i AP itt CONISTRUIC11ON HOURS (8-17) 4 10-3(0 0 T� %0 1 M AJ'A, - 7�00 P, M, t ki) VAJ., i—V` �J! ,j✓ i- A N: !3, �1,10 WCAK PE�"U,,MT T�ED Ot,4 SWIIUA G ir, i F TiK a I Il,"., lXq; 41, i RECEIVED 111;7�2024 24-004051 "The Trade Group" 2900 GENESIS WAY NONALLUMINATED WALL SIGN W ELEV ALL V E L� ........ . . ..... .. ...... .................... -- .............. -- ........... .. ..... .. ............... ........ 4 47' 2' x 2' x 1/8" welded angle iron frame SeCUred to 3/8" lag shields for mounting frarne to building bUilding A" df-q) i )80 to to r,r th,WMIUIM,I, I if, I I R4111o': end c III) niniviluo ditef! ihi,h to -he kat kvounoI eater,, ot t- j),w,,!ed %-,hrv� Nr 11 - Mi 1 -7 BE ode View 6 ENLARGES LAST LN HRY L A j V-1 PARTIAL YWEST ULVATPON 34 0 - - - - - - - - - - - - - ---- If; -3 ------------------------------ -- ----- ------------- --- EXTERIOR BUILDING ELEVATION$ DRAMN* RECORD ,V- �5' V f Al L efaT A5.00 PROJECT NO, 17181 o S ( - M `4lum ., 4° WOOS too WAS lip i MIMSM ■h1 MWEANNAM Al A 14 MO—IM& 1--1 sic i J: All P C, F; ;,C?p CCA—IS ON I Psts i I'M P V C R V R 7;z s j NG S P003ST u IMA fe N� 3 NORSL RNt AR&FD WF 4 NoRTHFAsT Fm "n SOUt"EST tWARGED SFV� '2 11 III I 1UH11111110 1 111111lull I III MOM 111111111 11t 1 lifflill I I I I I f I I f i 11-11 Fi I F\ - 0 0 111111111411111111106 IJU, 1111 T ------------------- LEASE Q-- j�VAILAjPIA_1 '00 294 S,F. I F1 4.7 et' 16.1 it' SIGN INSTALLER 1. Verify nit) (flush, or pin) (solid area or letters) Flush Flush 2. Select fastener for wall structure. (Box) taund INSTRUCTIONS 3. Evenly fasteners signengineering@gmaii.com space over whole sign area. jr;I MORE I AS11 NI AS if Ifir SIGN Int I DS I , UNL Y A[ IA0d 10 STPUCI i,RAL VvALI MAIER'Al 40,40- Sf.pl -� Aedqu, ;a slun ,,a, n,f,all ref 2021 IBC, ref ASCE 7-16 hlttll- , F l,lidI "T t-, "I do th ' 1, JI-111 tany H—d In— 1-t0;-, Vas"'. belilng F.1 — 1,9,1 Inan4a, Texas, 2021 IBC dstrdctilms and faidd— radliftarCIVer'5 =n5t—lion S, and MI, oSt I rllcrhsf ;,aelrrcdt and ;11RJIW an at tallecIls At react put one 11 each sec I In"It n-- th,n ^ahi-1 l,' nigh t, uti Ancfianrs in, 11111htd In'lo-, "n';", 2 3 f, , l.r 40 In r" t-I ,f too It's) i. Low 11 Normal hazani li, iminan life III Sulmfanh,il hazard h, human If Risk CALCULATION: Minimum Number of Fasteners Category Iffn IV Ls,onr.l .—onew y ( ntf-f tit Basic Wind Spend Ultimate mph, from ASCE 7 16 Fig 26 5 0 W Evenly Spaced Over Whole Sign 110 Wind Speed X I Fasteners Wind Force on Whole Sign Area / Fastener Allowable Tension I 0 Wind FXon""o- C Please svo obsfirticnonr, lo, , COO it 11 nootl,huetawi — C Exposure Mail— F.-....for whore'arl, Fastener Wall Structure Pull Fastener Installation , 000, tune more rt 'VS' 30 Sign Sign I alight Above Ground it f 1, Sign content be higher than lop of well or Height C R I ;2'IIDG 801, 1 OR ul" CONCRETE 3'6" OR 1 2" 11 D(3 BOL T, WAY I ER LOG KNU r 0 R 3S' OR 1. 2' H I READED ROD W I T I I r,0' E in hiLlifin on highs use worst case Mark Disosway, Professional Engineer, 9 6 N IRFALF D R1 11) 300 WALL WASHER AND LnCK NUT EACH SIDE, EQUALLY SPACED AS SHOWN Sea Gros Sign Area fit means the overall area surrounding and mcludinpall Texas License 102516Firm12568 3)8" 11116 1 URI ADI, I J 8" GONCRE 11, 18" HDG THREADER ROD SlUD IN FACIF Of WAt L HILIFI EPDXY HH-HY 2(0 OR Sign Area letter, and rages table stye P fh„d-rldj, 9 6 300 ROD WALL EQUAL, 5" EMBED, EQUALLY SPACED AS SHOWN WIND LOAD CALL: ASCE 7.16, Section 29.3.2, Solid Attached Signs IdonHuM 3,8" Taincrzi 8' t;ON(,Rf- If :SOH" STAINKESP �40PSON TITENI fit I MIN 4 �, F MyF0r,*NT IN FACE OF WAI I UjtlAl I l' Components & Cladding wind pressure on solid sign attached flat against wall or parallel to wall s 3' from verifies my signature certificate when Von click the 2rp 9 6 1 WALL NO SIMPSONTITEN HO FAMNERS INTO HOLLOW CMU. surface and , Them edge. equals wall wildliciressure from ASCE 7,16, Section 30.3 datli Vabd for oil,, sign at this location ONO NOT TO SCALE See Table Face on S cif F Net Sam Ano, 2024.1 U2 331psf J(A, �lrd Oct-,;, F— .1, As'J I �tl - fo,, 2 1 ALL FASTENERS PER TABLE ABOVE, INTO 3000 PSI REINFORCED 8`CONCRETE WALLS, OR THROUGH GROUT FILLED L p:f ",�- "", 'f haiAs1-E 7 Ii,, Eq 3", 1 13:34:06 8" CMU WALL, MINIMUM 4" FROM EDGE OF WALL. 00 NOT DAMAGE REINFORCEMENT WITH DRILLINGpr INTO WALL. q,,,,= 0.00256'K,1fei*K�'V1_a A��ii r Elt f 4 2r, :,'-1 - FOLLOW FASTENER MANUFACTURER COOS APPROVAL INSTALL INSTRUCTIONS, 0118, Pre, Expos 1-�,,ff (70OUIS'FRE! ASGE 7-1,; TaY 2-1 11-' 1volo, �i .11 Et PassuaCorlff e.-5(JpZc-w5 I ft-arsa -laur- _-� 2-1 2C -04'00' PER RARE ENTERPRISES, THE WALL IS CONCRETE TILT WALLS, SOME WITH GROOVES, FIELD 085 , i a, W K, 8� for ntaial,r, Asi,� !1-� VERIFY, AND NOTIFY ENGINEER IF DIFFERENT, $0 ENGINEERING CAN BE REVISED. 1 IAn" 0 1 !IV, pv�,��Jf, G,',,� 0.1" fat injarpst 4al AyCr ' ri ',,, :'k 2 FROND VIEW 1`' I I JTop4mphrc K:' I for flaig-o,,nrt. no hY rdge —scararne�l -1," -- ",fio,comersc,eddes I I FASTENERS ARE FOR STEEL HI-- 1031, ANGLE AGAINST WALL. b1pf mist L, Ina, b no", d, tr—;q A- This seal for structural engineering per Scope of ------------- FLUSH MOUNT Work (Fasteners only) I RON t VIE IN SCOPE OF WORK 93" 11, ENGINEERING: Calculation of minimum 4 fasteners, ONLY. IS equation} ur� nis 0 ! - WALL SIGN BY - -- ------------ RARE WALL SIGN BY This seat IS NOT:arcmfio furo� ror or structure of sign and wall ENTERPRISES RARE fly usinq this crellneenno stun InstallerA- ENTERPRISES mennt., In"A at),t laynol ral(-"i to told, ba;:�iTun wall shuehnu RECOMMENDED LOCATIONS FOR FASTENERS 2 Install fasteners per fastener manufacturer SEE CHART FOR SIZE AND TYPE. u.,bunons m lcicahon5 wqwrod by sign nninufmIul" this roes talent lnooi hast,,qnns arty it 67" rearlded then slh.wn in table 3 Malo, sure sigh and wall meets building, appendix h sign fife UL. zoning THIS ENGINEERING IS FOR THE FASTENERS OF THE STEEL ANGLE TO THE WALL ONLY. SIGN CABINET FRAME, codes Venfv stated wind ispe.e.d rick, exp, form) RECOMMENDED LOCATIONS FOR FASTENERS LETTERS, ANGLE BRACKETS AND THEIR ATTACHMENT TOGETHER DESIGNED BY SIGN MANUFACTURER. NOT sign Irvc men ecah'to on wall max wokillf) wall SEE CHART FOR SIZE AND TYPE. PART OF THIS ENGINEERING, (natortals and rcrnstrucvon) THIS ENGINEERING ASSUMES THE WALL SIGN IS ACTING LIKE SIDING WITH FASTENERS EVENLY SPACED OVER THE WHOLE AREA OF THE SIGN AND ALL EQUALLY WIND LOADED. IF FASTENERS ARE NOT EVENLY SPACED, FOR EXAMPLE, IF THEY ARE ONLY ON THE OUTER EDGE AND NONE HOLDING THE MIDDLE OF THE SIGN FACE, THEN YOU NEED TO CHECK WITH THE BUILDING ENGINEER TO MAKE SURE THE BUILDING CAN HANDLE THE POINT LOADS FROM THE FASTENERS, A PASTED IMAGES, DETAILS. DRAWINGS, AND NOTES ON THIS SHEET ARE NOT ENGINEERED OR REVIEWED, They were pasted in at customers request to help relate fastener engineering to the job. signengineering@gmaii.com Mark Disclaway, PE, 163 SW Midtown Place, Ste 103, Lake City, Florida 32026 386J54-5419 Job # 241084 WALL SIGN: Flat on wall max 12" thick. Rare Enterprises The Trade Group 2900 Genesis Way, Grapevine, TX 76051 Job241084,SianNW,Sht1of3,Rev6,DaV241022 =6W 19.3 fie SIGN INSTALLER 1. Verity (ftl) (flush, or pin) (solid area or letters) Flush Flush Sold 2. Select fastener for wall structure. INSTRUCTIONS signengineering@gmaii.com (Box) 3. Evenly space fasteners over whole sign area. %1OPF t A51 t NJ ci': if I I r SKIus NL I [)a IT, UNJ Y At [AiI3i 10 S HoIt,l I RAI WAI E >Url t RVid 411,01 tvfs, ane,fiedgth <af so.', I ref 2021 IBC, ref ASCE 7-16 I, ed 21alti-ns- T' 4 "W" `1 Alto "vr' W-11t n,cd rou-,- V, n',", u,"jon; F. Texas, 2021 IBC :2 to �t It Jr. rr,ficr� and fastener manufacturer's str,.ItlsIS old Cod, real remain, 011,'--tu and I,5mildI of td:uer-�ns At least irdl, each —d,, I'll 0 In It ... 1- trial 'ah,nol , "InIn 11"'Ind 11 "lOte'd all -111t,d aq,:," t"O , '2 ri 11 1 !01 -10 1!: P'. TP11 X III r 11,14 Z, r. Low 11 Normal hazatri It, human life III Substantial Jazard to humanA, Risk Category 11do IV Ls,otarsi .—Jordev ktri-f W W CALCULATION: Minimum Number of Fasteners a a Basic Wind Spend Ultimate mph, from ASCE 7 16 Fig 26 5 4 4 Evenly Spaced Over Whole Sign 110 Wind Speed B- ( Fasteners Wind Force on Whole Sign Area / Fastener Allowable Tension) Wind F"C"'une- (" I loose site obstruction`~ in, , 600 It 11 noub,dr,rommi C Exposure ifillinI.I. Fasteners I., Vdi.l. Sign Fastener Wall Structure Pull Fastener Installation iuse Moro n sign 14,ra. 11) J '000, Ie(In I 'llitint Above Ground it If Stan caronmi he higher than top of wall of 30 Sign Height 8 6 , rl' ni'' flu,l P�11 T OR jsi•CONCRETE 13" OR 1,2" HDG BOL F WASHER I OCKNUT OR318'OR IQ` TI IREADED ROD Wil I 1 300 6, 0, For flafififorn or slid, use wrist Mark Disosway, Professional Engineer, TIWFAIIFI,R'A) IWALL WASHER AND LOCK NUT EACH SIDE EQUALLY SPACED AS SHOWN See 3ross Sign Area its rindans Ilia ovorrill area surrounding and inchidleg all Texas License 102516Ftrml2568 DIRILAIM0 -I Sign Area I�Idm idners logos P 8 6 8" CONGRE fE 18" LEO HiREAUE0 ROD STUD IN FAGE Of WAL[ lift. I EPDXY HID-HY-2ii) OR 300 'EQUAL I ablis art,,, thdi-pin, ROD 'NALL 15" EMBED, EQUALLY SPACED AS SHOWN WIND LOAD CALC: ASCE 7.16, Section 29.3.2, Solid Attached Signs fdonfriit TIT` I aincon A" I �ON(;Rf I f, 'e'r 9TAINI. F ISANIPSON TITS N i if-) TA4 Zi IN 'E Mff MF Dor IN fA('e- Cir WAt I F-QUAl L y �WALL Components & Cladding wind pressure on solid sign attached flat against wall or parallel to wall t 3' from verifies my signature certificate when you click the a 6 2rll SPAI'FVASSHCAVN NO SIMPSONTITEN HO FASTENERS INTO HOLLOW CMU. surface and > Tfirom edge equals wall wind pressure from ASCE 7,16, Section 30.3 1 date Vali,! for cane sign at this location I IND NOT TO SCALE Car, lame Jodie Face at Act, F = P,_ "ot SU,i Area 2024.10.22 . Y.Illus' : C,&1-1%r,Jr F— J "1" 0 31 ,A4 I ALL FASTENERS PER TABLE ABOVE, INTO 3000 PSI REINFORCED 8"CONCRETE WALLS, OR THROUGH GROUT FILLED h.�Ipsf t-iu,;&JndPlalsua F,;Q,,t & " sfAS;E 7 if, Eq -it ; I 13:34:28 fpi CMU WALL, MINIMUM 4-1 FROM EDGE OF WALL. DO NOT DAMAGE REINFORCEMENT WITH DRILLING INTO WALL. iglasf cialocity Pressure: q,,= 0.00256'K,'KiJ*Kr'VJ,: ASCI T V. f A 26 i(i 1 FOLLOW FASTENER MANUFACTURER CODE APPROVAL INSTALL INSTRUCTIONS. OS 1V,hl-f1rCiEdds-,d,h K,-2,1'1i,100,'ie9SiLo,C t700hill.5-DInD ASCE 7-1c -ab;e 22 lJ-1 I -i 4rl JEt Porssuo, Corff 1 18 -ricto zcnp w I It- Yea -,-it, Burr 3, 2-1 ?C 5, —04'00' PER RARE ENTERPRISES, THE WALL IS CONCRETE TILT WALLS, SOME WITH GROOVES, FIELD VERIFY, AND NOTIFY ENGINEER IF DIFFERENT. $0 ENGINEERING CAN BE REVISED. 0 it, -Nm� Wn, i a, td, K 8', In, alvi rle� s IjO A�f;� !r� 6! fit Pv—", "I I I .0 13(', sole I at aqnnst r-a I ASu r- I Ae, 2 16 aphIc FA:%,f Kv I for flat gf inrr; io his, fidge oesuerame-1 -15 51Psf ti 0j, tv, e;rl dC�i L', L" Vnir 5 D li,ld, oe, q It Jim arn FRONT VIEW FASTENERS ARE FOR STEEL This seal for structural engineering per Scope of 209" ANGLE AGAINST WALL. FLUSH MOUNT Work (Fasteners only) -P SCOPE OF WORK ------- ENGINEERING: Calculation of minimum fasteners, ONLY. ISe,ee]Lldfilinl) WALL SIGN BY RARE ENTERPRISES This seat IS NOT:archifili, iurc.. rdertur, or structure of sign and wall Fly usuill this enolneenno Sion installer maptilki, Inad and "wrlor RECOMMENDED LOCATIONS FOR FASTENERS - 1 'elect latonor train told, misl,fl oil wall stwOurn, SEE CHART FOR SIZE AND TYPE. 2 Install fasteners per fflareater manufacturer usbu,nons sit I.cahon,r wilurind by sign noualf.cluful lilt, may mine, fnori au, founded her shown in table 3 Make sure sigh and wall meets building, appendix h sign fife UL. zoning THIS ENGINEERING IS FOR THE FASTENERS OF THE STEEL ANGLE TO THE WALL ONLY. SIGN CABINET FRAME, = codes Verify stated wind ;speed troll, exp, tope) LETTERS, ANGLE BRACKETS AND THEIR ATTACHMENT TOGETHER DESIGNED BY SIGN MANUFACTURER. NOT = sIgn lAvc area locah'al on wall max weight) wall PART OF THIS ENGINEERING. (ratertals and rorstruction) THIS ENGINEERING ASSUMES THE WALL SIGN IS ACTING LIKE SIDING WITH FASTENERS EVENLY SPACED OVER THE WHOLE AREA OF THE SIGN AND ALL EQUALLY WIND LOADED. IF FASTENERS ARE NOT EVENLY SPACED, FOR EXAMPLE, IF THEY ARE ONLY ON THE OUTER EDGE AND NONE HOLDING THE MIDDLE OF THE SIGN FACE, THEN YOU NEED TO CHECK WITH THE BUILDING ENGINEER TO MAKE SURE THE BUILDING CAN HANDLE THE POINT LOADS FROM THE FASTENERS. .......... PASTED IMAGES, DETAILS. DRAWINGS, AND NOTES ON THIS SHEET ARE NOT ENGINEERED OR REVIEWED, They were pasted in at customers request to help relate fastener engineering to the job. signengineering@gmaii.com Mark Disclaway, PE, 163 SW Midtown Place, Ste 103, Lake City, Florida 32026 386J54-5419 Job # 241084 WALL SIGN: Flat on wall max 12" thick. Rare Enterprises The Trade Group 2900 Genesis Way, Grapevine, TX 76051 Job241084,SiqnNW.Sht2of3,RevO,DaV241022 8gft� 79-3W SIGN INSTALLER 1, verify (ft) (flush, or pin) (solid area or letters) Flush Flush 2. Select fastener for wall structure. (BOX) (BOX) INSTRUCTIONS 3. Evenly space fasteners over whole sign area, Lo,1 MORI i AS I I NL us IF I I ir S11N Nt L [is i It Ort Y A I LACi I 10 a I NIX] URAL VVAL I MA 111 Rod ;Uldlj, Sti-lp, -,: 10-oligth .1 19p al.} At,n%- I Ial"P" 'I, """ n-d J , Y, 3, "H, 4 o" , -,d "a, th l, ps, 'n"y n,a,d sl°a,li— V; b,,nv,q Fol +, -1, runriOtions, and fastener manufarturef'smstc,cuonS and (Me resui,renderds for On', rn,,it and nslaflat,rct of fade—s At 11,et PIA one 11 each corner sign 1-11,Ja01;11 —, It II-11 that tia,1111 I ItInliq 11 11"al Ic .011.11d th, Id,r 1.1 1—.- , 2 i !,I !.r 41) lc p.i I tc a al 100 Ifni CALCULATION: Minimum Number of Fasteners Evenly Spaced Over Whole Sign I Fasteners = Wind Force on Whole Sign Area I Fastener Allowable Tension I Fastener Wall Structure Pull Fastener Installation 18' (,P 1 2" hr`6 P A T OR or'CONCRE11 3.8" OR 1,2'1 IUG BOLTL WASHER L OCKNUT OR 3 , ORI-FIREADED ROD WI I I I I I irif AM I', III ND WALL 300 WASHER AND LOCK NUT EACH SIDE EQUALLY SPACED AS SHOWN 3 8" 1 flY 3 1 HRI AM D 8" CONCRE] 1 100 18 ' HUG WALL tilt -IIEPDXY HH-HY270OR ROD WALL EQUAL "EMBED EQUALLY SPACED AS SHOWN 3,Ft Tartcon 9" CONCH[- I E in 3A' sTAINI EuS HF, [,'IN 45 1 VEEDidFlaT IN FACI-, OF AIAIA FlY-14LY WALL NO SIMPSON MEN HO FASTENERS INTO HOLLOW cup. NOT TO SCALE ALL FASTENERS PER TABLE ABOVE, INTO 3000 PSI REINFORCED 8" CONCRETE WALLS, OR THROUGH GROUT FILLED 8" CMU WALL, MINIMUM 4" FROM EDGE OF WALL. DO NOT DAMAGE REINFORCEMENT WITH DRILLING INTO WALL. FOLLOW FASTENER MANUFACTURER CODE APPROVAL INSTALL INSTRUCTIONS. PER RARE ENTERPRISES, THE WALL IS CONCRETE TILT WALLS, SOME WITH GROOVES. FIELD VERIFY. AND NOTIFY ENGINEER IF DIFFERENT, SO ENGINEERING CAN BE REVISED. I ref 2021 IBC, ref PRICE 7-16 Texas, 2021 IBC If Risk Category Idl-,Av 11 Normal haz,ird to human life III Sub4lanbal hazard to humanC, IV [ 111unril onsclanis y , nocal 110 Wind Speed Basic Wind Speed Ultimate, mph, from ASCE 7-16 Fig 26 5 Wind FXPOSU(dr ". Ho"Sn size 11to-Itne-non, lot - 600 it D noobuid,hens C Exposure - "000* Sign `'eight AboVe Ground, it It, Sign cannot by higher than top of wall of 30 Sign Height 60' Fo- nduldue �rtjn,, to, worst ca,,, Set. Sign Area Glass Sign Area, as means the overall area surrounding and in: ludingall I able Sig?, lidard, arid logos i WIND LOAD CALL; ASCE 7.16, Section 29.3.2, Solid Attached Signs Components & Cladding wind pressure on solid sign attached flat against wall or parallel to wall. < Tfirdial surface and > Tfirom edge equals wall wind pressure from ASCE 7°16, Section 30.3 Son Table Vrit, Foice on S is, F —,s! Slwl Area 331p,f D31 AS'J f 1r,— Non,' 1 1 5511psf i:&:; 'Mnd Ins"Ure. I", - ioa',rc:� .'..1pa,A$�E 7-1c Eq 3, 1 314 tyu� I d 0.002S6'K,'K�*K,'V1,,: A'Sr ' f 'I� r q 26 �0 I dn -'u - Is 11'1090(h ,219,5)E,QC tirXIMI 5,Ei,pl) ASCE 7-1s 'w 1 2C lJ- -1 A Est Ccel 111,6,f an-11! '5sftr Z-11, a I ft- area AS-,- r-P6-a.�F, 312-1 ?c � 08 kin'i iriO-tinn lal hn K. - 8ti 1d dM, AsU 1 1� f"I")n r-I _4K, tat arrainsi &all ASCE `-1-5 1e, 2p n 2 Iforling,.,nio nn h. rage rd;,I L,x --,i In,, , pc,,nd, D,"q It n A dire f:RoNT VIF W FASTENERS ARE FOR STEEL FLUSH MOUNT 14 210" IN ANGLE AGAINST WALL. 5E:t'a ---------- — L WALL SIGN BY PARE ENTERPRISES RECOMMENDED LOCATIONS FOR FASTENERS SEE CHART FOR SIZE AND TYPE. -W� THIS ENGINEERING IS FOR THE FASTENERS OF THE STEEL ANGLE TO THE WALL ONLY, SIGN CABINET FRAME, LETTERS, ANGLE BRACKETS AND THEIR ATTACHMENT TOGETHER DESIGNED BY SIGN MANUFACTURER, NOT PART OF THIS ENGINEERING, THIS ENGINEERING ASSUMES THE WALL SIGN IS ACTING LIKE SIDING WITH FASTENERS EVENLY SPACED OVER THE WHOLE AREA OF THE SIGN AND ALL EQUALLY WIND LOADED. IF FASTENERS ARE NOT EVENLY SPACED, FOR EXAMPLE, IF THEY ARE ONLY ON THE OUTER EDGE AND NONE HOLDING THE MIDDLE OF THE SIGN FACE, THEN YOU NEED TO CHECK WITH THE BUILDING ENGINEER TO MAKE SURE THE BUILDING CAN HANDLE THE POINT LOADS FROM THE FASTENERS. Mark Disosway, Professional Engineer, Texas License 1025161surr12568 vonfies my signature certificate v4hdn you click the muo Validt for one sign at this location, DINO P10011 MIM31 • -04'00' This seal for structural engineering per Scope of Work (Fasteners only) SCOPE OF WORK ENGINEERING: Calculation of minimum fasteners. ONLY. t',Iea amidtliso) This seat IS NOT: arcme, furo. rd.,tric or structure of sign and wall Fly usinil this nnorneiaino start installer ruantliki, Inlin at)'! raynn, Am,--r,,L 1 'elect latsnor front had, eased on wall shdw0n. 2 Install fastenals per fastener manufacurser undru,nons sit fricahor-O Inquired by sMn nee'uNclolial lilt, may forov, fnooi pefr,luns on, founded than shown in table 3 Make sure sinit and wall meets building, appendix h sign fife UL. zoning codes Verify stated wind ispe.e.d rick, use, tons) sign levo area I-sal'to on wall max :veight) wall mimenals and ronstruction) PASTED IMAGES, DETAILS. DRAWINGS, AND NOTES ON THIS SHEET ARE NOT ENGINEERED OR REVIEWED, They were pasted in at Customers request to help relate fastener engineering to the job. signengineering@gmaii.com Mark Drifiesway, PE, 163 SW Midtown Place, Ste 103, Lake City, Florida 32026 386J54-5419 Job # 241084 WALL SIGN: Flat on wall max 12" thick. Rare Enterprises The Trade Group 2900 Genesis Way, Grapevine, TX 76051 Job241084,SiqnNW.Sht3of3,Rev6,DaV241022 OF 4.5� OF ffE 21-0 --------- - IUI 4�1