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Home My WebLink AboutREVISION PACKET - SCL2010-0417OFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # SLC2010-0417 RECEIPT # PLANNING &DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982=5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: DUNKIN' - 903 E PRIMA VISTA BLVD, PORT ST LUCIE, FL 34952 DETAILED DESCRIPTION OF PROJECT REVISIONS: HAD TO MOUNT WALL SIGN ON A WIREWAY FOR PROPER INSTALLATION CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: Es000022s BUSINESS NAME: KEMP SIGNS & SERVICE INC QUALIFIERS NAME: STEPHEN M KEMP ADDRESS: 1740 HILL AVENUE CITY: WEST PALM BEACH STATE: FL PHONE (DAYTIME): 561-840-6382 OWNERBUILDER INFORMATION: NAME: ST LUCIE REALTY GROUP LLC ADDRESS:469 MARINER DR CITY: JUPITER PHONE (DAYTIME: N/A STATE: FL ARCHITECT/ENGINEERINFQRM NAME: CHRISTIAN LANGLEY ADDRESS: 1200 N FEDERAL HWY#200 CITY: BOCA RATON PHONE (DAYTIME): 1-888-371-3113 SLCCC. 9/23/09 Revised 06/30/17 STATE: FL ST. LUCIE CO CERT. #: 3zoza FAX: ZIP: 33407 561-840-6385 FAX: N/A FAX: N/A ZIP: 33477 ZIP: 33432 EasySeats easyseals.com DESIGN CALCULATIONS DUNI<IN' DRIVE-THRU LETTERS ON [3AC1<ER 903 E Prima Vista Blvd — Port St Lucie GENERAL NOTES: 1. Design is in accordance with the Florida Building Code 7th Edition (2020) for use within and outside the High Velocity Hurricane Zone (HVHZ)1 2. Wind loads have been calculated per the requirements of ASCE 7-16 as shown herein. 3. These engineering calculations pertain only to the structural integrity of those systems, components, and/or other construction explicitly specified herein and/or in accompanying engineering drawings. The existing host structure (if any) is assumed to be in good condition, capable of supporting the loaded system, subject to building department approval. No warranty, either expressed or implied, is contained herein. 4. System components shall be as noted herein. All references to named components and installation shall conform to manufacturer's or industry specifications as summarized herein. S. Where site conditions deviate from those noted herein, revisions may be required or a separate site -specific engineering evaluation performed. 6. Aluminum components in contact with steel or embedded in concrete shall be protected as prescribed in the 2015 Aluminum Design Manual, Part 1. Steel components in contact with, but not encased in, concrete shall be coated, painted, or otherwise protected against corrosion. 7. Engineer seal affixed hereto validates structural design as shown only. Use of this specification by contractor, et. AI, indemnifies and saves harmless this engineer for all costs &damages including legal fees & apellate fees resulting from deviation from this design. This document has been digitally signed and sealed by Chrirtian Langley, PE on the date noted In this digital signature. Printed copies of this document are not considered signed & sealed, & the signature must be verified on an� electronic copies. Serlat6 3CF33811 FF DAEA9D 16 ACEA Digitally signed by Christian Langley Date: 2021.01.29 12:14:21-05'00' Index: Pg 1 Cover Pg 2 Wind Loads Pg 3 Anchor Design auuunnr�� Engl�al�;�ir t1r eal valid to No.67382 *: * •:ire 'd STATE OF A an 29 Chrrsjt E� i#67382 Easy SE='dl9n11111d Auth # 31124 1200 N Federal Hwy, #200 Easy Sea Is .com Page 1 Boca Raton, FL 33432 Easy Seals ASCE 746 Design Wind Loads WALL -MOUNTED SIGNS Building Specs V= 160mph Exposure C Calculations -a=9.5 zg = 900' Gcpi = 0 Basic wind speed (Volt) 3-sec gust speed power law exponent Nominal ht. of atmos. boundary layer Internal pressure coeff 160 mph - Exp "C" WALL -MOUNTED SIGNS ASD WIND PRESSURES SIGN CENTER CORNER HEIGHT (Zone 4) (Zone 5) 15 ft 31.2 psf 39.7 psf 20 ft 33.2 psf 42.2 psf 25 ft 34.8 psf 44.2 psf 30 ft 36.1 psf 46.0 psf 35 ft 37.3 psf 47.5 psf 40 ft 38.4 psf 1 48.8 psf 45 ft 39.3 psf _ 50.1 psf 50 ft 40.2 psf 51.2 psf 55 ft 41.0 psf 52.2 psf 60 ft 41.8 psf 53.2 psf 70 ft 35.3 psf € 70.6 psf 80 ft 36.3 psf 1. 72.6 psf 90 ft 37.2 psf 74.5 psf 100 ft 38.1 psf 76.1 psf 110 ft 38.8 psf € 77.7 psf 120 ft 39.6 psf 79.1 psf 130 ft 40.2 psf 1 80.5 psf 140 ft 40.9 psf 81.7 psf 150 ft 41.5 psf 82.9 psf 175 ft 42.8 psf 85.7 psf 200 ft 44.1 psf 88.1 psf 250 ft 46.2 psf 92.3 psf CALCULATIONS FOR WALL -MOUNTED SIGNS ASD Load Combo Coeff: 0.6 Kd = 0.85 Directionality factor Kzt = 1.0 Topographic foctor Ke = 1.0 Ground elevation foctor A = 10 sq ft Tributary area 0.85 28.4 -1.10 -1.40 0.90 30.1 -1.10 -1.40 0,95 31.6 -1.10 -1.40 0.98 32.8 -1.10 -1.40 1.01 33.9 -1.10 -1.40 1.04 34.9 -1.10 -1.40 1.07 35.8 -1.10 -1.40 1.09 36.6 -1.10 -1.40 1.12 37.3 -1.10 -1.40 1.14 38.0 -1.10 -1.40 1.17 39.2 -0.90 -1.80 1.21 40.4 -0.90 -1.80 1.24 41.4 -0.90 -1.80 1.27 42.3 -0.90 -1.80 1.29 43.2 -0.90 -1.80 1.32 44.0 -0.90 -1.80 1.34 44.7 -0.90 -1.80 1.36 45A -0.90 -1.80 1.38 46.1 -0.90 -1.80 1.42 47.6 -0.90 -1.80 1.46 48.9 -0.90 -1.80 1.53 51.3 -0.90 -1.80 Easy Seals Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: Sign type: Sign size: CALCULATIONS FOR WALL -MOUNTED SIGNS P = 46.0 psf Backer/Wireway A = 19.5 sqft (entire backer/wireway) Wall material: Masonry (ASTM C90, 1,500 psi min) Anchor type/size: 3/8" Large Diam Tapcon Ref: Red Head LDT, catalog Min Embedment: 15' Min edge dirt: 4" Min Spacing: 4" Anchor tensile capacity: Tcap = 229.0 Ib (per anchor) Check Anchors for Pullout Total Reaction: Rt = 895 Ib = P'A (entire hacker(wirewayj No. of anchors req'd: n = 3.9 total anchors ... = Rt/cap Total anchors required: 4 total anchors balanced over backer/wireway OK, typical anchor option shown. Limit to min (8) total. Ref anchor schedule for other anchor options. ALLOWABLE: 32'+ 1.5' for each lineal ft over 20'=68.9' (32' + 44.6'-20'=24.6'x1.5'=36.9') Pink RETURNS: Gray EXISTING: ' TRIM CAP: Bronze - PROPOSED:19.47" WIREWAY ;Painted to match building �� ,�„ EXISTING PROPOSED C �4D 5,e-~ ED LIGHTS REF ANCHOR SCHEDULE FOR MOUNTING OPTIONS �,. �._ TO MATCH BUILDING #8x'I /2" Self Dulling screws to hold Jewelite Mmcap to alum. letter Minimum 4 per lettef Drain Holes in letters if used in wet or damp locations (120VOLTfL04MP)VVEATHER PROOF) -BOX WITH DISCONNECT SWITCH ON WALL BUSHING THROUGH METAL LETTER TO PREVENT WIRE PROM GETTING CUT PRIMARY ELECTRICAL SOURCE NEC 600-6 t/2" MIN. CONDUIT me an[emem ha: been digitally signed and sealed by (hrrstian Langley, PE on the 2V LED POWER SUPPLY date noted in this digttal signature. Printed copies of this document a not onsidered signed &sealed, & the signature must be verified Conelsts of ohannel letters ona�yaeleQmvi[omD�i'aura N and disconnect switch. Suitable for damp, wet or Digitally signed outdoor locations. by ChFlstldn Wall All building penetrations Langley sealed, to comply with Date: 2021.01.29 applicable bldg. code req. 1 12:14:32-OS'00' ANCHOR SCHEDULE qTY or SPACING MATE0.IAL ANCH00.TTPE HOLLOW MAskO'N0.Y 3/e"THREADED ODS WITH MIN 2"EMBED IN ADHESIVE MIN ISD)TOTAL a/e"TA CONS IOR EquIv WITH 2.5"EMBEp IN (8)TO 3/8"EXPANSION ANCHORS WITH 3.8"EMBED MIN IB)TOTAL 1/2"PLYWOOD IND ACCESS BEHINo) 3/B"TOGGLE BOLTS MIN (8)TOTAL 1/4"WOOD SCREWS, FULL EM MIN IH)TOTAL UDs/PANELS N14 METALBCREWET0 MIN 18gaDSTEELo0. D.D9n"ALUM MIN IB)TOTAL 3/e"THRUBDITS DR rAG5T0 cKING BEHIND MIN I&J TOTAL I ELECTRICAL NOTES I Primary wire size - #12 THWN Disconnect switch: at base of sign, 20 amp single pole. Astronomical time clock of panel room or photocell Maximum load - 16 amps 120 volts per circuit maximum circuit size 20 amps per NEC 600-6A Power supply-120v-277 Multi Volt 60w 12v DC Illumination-Osram .75watis per module Conduit -minimum 1/2 Total sign load - 2.4 amps 120 volts Total sign circuits- 1 All components shall be U.L, approved Ballasts shall have independent U.L. approval (fused where required) All installations shall be incompliance with NEC and state, county, or local codes All signs shall be bonded to building equipment bonding conductor per NEC 250 1740 HILL AVENUE CUSTOMER: DESIGNER: Pam Reeves COPYRIGNT 2016 State of: Florida BY KEMP SIGN 6 County Of: Palm Beach DATE: 09.11.2020 SERVICE. ALL �.—�- WEST PALM BEACH, FL • pIGHTS RESERVED -=/ The forgoing document was acknowledged 33407 D u N K I N before me_day of _ 561-840-6382 903 E. PRIMA VISTA BLVD qLL ELECTRICAL E50000229 TO BE U L LISTED FAX: 561-840-6385 PT ST LUCIE, FL �� DDMPONENTS AND Electrical Qualifier: p P Your Name Here, Notary Public sxALL MEET qll Ste hen M. Kem N commission Expires ES0000229 x.E.c. srAxDARDs «� c ,'e V N �� 6 C M O Ev 3� General •0eslgn lsinattoNamewdh therequlremmts oftheFW Bldg Code7ih Ed(2D2D)forusewithln&ouaidethe HighVelo[iry HurcicaneZone(HVHZ).•mis engineedng certifiesonlythestruauml integriryMthosesys[ems,components, anNorothercons[mGion expllcittyspetlfied herein. •Bechicalrrotes,details,&specifi[adons are provided byantl arethesole responsibiliryof[heeletlrical contra[roLNoele[tn[al review hasbeen performed and notertifiwGvnofsu[h is intended.•Stm[tu2ldesign meetsregtllremen6ofA(131&14,A6C36o-16, ABM7-75,&NUS-18, Notes: as appli[able.�5teel components shall be coaled,painted, or otherwise prolttl[d against corrosion per FHCSe[Rm.2/lUS.6.•Alum mmponenb in mn[aR with steel or embedded in concrete shall be painted or protttted as prescribed in AUMI-1517a), or plastidneoprene spacers prmided.�All eXposed listeners shall be SS. or haves pmtecdve coatingfvr[ormsion pmtecdon.•All wddirg shall[anply with AWS requirements.•Sted welds: E7ExX eleRmdes.•Aluminum welds: 4043 filler alloy.�Alum extrusions: 6p63-T6 or monger, U.N.U.