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Home My WebLink AboutREVISION PACKET - SCL2010-0420OFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # SLC2010-0420 RECEIPT # PLANNING &DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 4629553 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 ST. LUCIE CO CERT. #: 32o2a BUSINESS NAME: KEMP SIGNS &SERVICE INC QUALIFIERS NAME: STEPHEN M KEMP ADDRESS: 1740 HILL AVENUE CITY: WEST PALM BEACH STATE: FL ZIP: 33407 PHONE (DAYTIME): 561-840-6382 FAX: 561-840-6385 OWNER/BUILDER INFORMATION: NAME: ST LUCIE REALTY GROUP LLC ADDRESS: 469 MARINER DR CITY: JUPITER PHONE (DAYTIME: N/A STATE: FL ARCHITECT/ENGINEER INFORMATION: NAME: CHRISTIAN LANGLEY ADDRESS: 1200 N FEDERAL HWY #200 CITY: BOCA RATON STATE: FL PHONE (DAYTIME): 1-888-371-3113 SLCCC: 9/23/09 Revised 06/30/17 FAX: N/A FAX: N/A ZIP: 33477 ZIP: 33432 EasySeals easyseals.com DESIGN C/�LCULATIONS FOR DUNI<IN' ID LETTERS ON 13ACICER 903 E Prima Vista Blvd — Port St Lucie 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. 6. 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. Al, indemnifies and saves harmless this engineer for all costs & damages including legal fees & apellate fees resulting from deviation from this design. This domment has been DI Itai� SI ned digitally signed y, PE an he 9 y g (hdstian Langley, is di the b Christian date noted in this digital by Christian Printed copies of Langley this document are not g y considered signed &sealed,& Date: 2021,01.29 the signatu re must he verified u1,a"fit` Sieiiic colless. 12412:00-05'00' Index: Pg 1 Cover Pg 2 Wind Loads Pg 3 Anchor Design dtuuuunte Eng;�s X t�ir t�seal valid No.67382 c .,�• STATE OF �,n.• F Jan 29 �2t• Christia7%� ��!`QE#67382 Easy biAInuIIIIS Auth # 31124 1200 N Federal Hwy, N200 Roca Raton, FL 33432 Easy Seals.�om Pdge 1 _ EasySeals ASCE 7-16 Design Wind Loads WALL -MOUNTED SIGNS Building Specs V= 160 mph Basic wind speed (Vult) Exposure C Calculations a=9.5 3-sec gust speed power law exponent Zg = 900' Nominal ht. of atmos. boundary layer Gcpi = 0 Internal pressure coeff CALCULATIONS FOR WALL -MOUNTED SIGNS ASD Load Combo Coeff: 0.6 Kd= 0.85 Directianalityfactor Kzt = 1.0 Topographic factor Ke = 1.0 Ground elevation factor A = 10 sq ft Tributary area 160 mph - Exp WALL -MOUNTED "C" SIGNS ASD WIND PRESSURES SIGN CENTER CORNER 1EIGHT (Zone 4) (Zone 5) Kh = Kz q: GCp (4) GCp (5) 15 ft 31.2 psf 39.7 psf 0.85 28.4 -1.10 -1.40 20 ft 33.2 psf 42.2 psf 0.90 30.1 -1.10 -1.40 25 ft 34.8 psf 44.2 psf 0.95 31.6 -1.10 -1.40 30 ft 36.1 psf [ 46.0 psf 0.98 32.8 -1.10 -1.40 35 ft 37.3 psf 47.5 psf 1.01 33.9 -1.10 -1.40 40 ft 38.4 psf I 48.8 psf 1.04 34.9 -1.10 -1.40 45 ft 39.3 psf 50.1 psf 1.07 35.8 -1.10 -1.40 50 ft 40.2 psf 51.2 psf 1.09 36.6 -1.10 -1.40 55 ft 41.0 psf i 52.2 psf 1.12 37.3 -1.10 -1.40 60 ft 41.8 psf 53.2 psf 1.14 38.0 -1.10 -1.40 70 ft 35.3 psf 70.6 psf 1.17 39.2 -0.90 -1.80 80 ft 36.3 psf 72.6 psf 1.21 40.4 -0.90 -1.80 90 ft 37.2 psf € 74.5 psf 1.24 41.4 -0.90 -1.80 100 ft 38.1 psf I 76.1 psf 1.27 42.3 -0.90 -1.80 110 ft 38.8 psf 77.7 psf 1.29 43.2 -0.90 -1.80 120 ft 39.6 psf 79.1 psf 1.32 44.0 -0.90 -1.80 130 ft 40.2 psf 80.5 psf 1.34 44.7 -0.90 -1.80 140 ft 40.9 psf 81.7 psf 1.36 45.4 -0.90 -1.80 150 ft 41.5 psf 82.9 psf 1.38 46.1 -0.90 -1.80 175 ft 42.8 psf 85.7 psf 1.42 47.6 -0.90 -1.80 200 ft 44.1 psf 88.1 psf 1.46 48.9 -0.90 -1.80 250 ft 46.2 psf 92.3 psf 1.53 51.3 -0.90 -1.80 EasySeals 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 = 36.0 sqft (entire backer/wireway) Wall material: Masonry (AsrM c9o, isoo psi minl Anchortype/size: 3/8" Large Diann Tapcon Ref: Red Head LDT, catalog Min Embedment: 1.5" Min edge dirt: 4" Min Spacing: 4" Anchor tensile capacity: Tcap= 229.0 Ib (per anchor) Check Anchors for Pullout Total Reaction: Rt = 1654 Ib ... = P*Fl (entire backerJwireway) No. of anchors req'd: n = 7.2 total anchors ... = Rt/cap Total anchors required: 8 total anchors balanced over backer/wireway OK, typical anchor option shown. Limit to min (10) total. Ref anchor schedule for other anchor options. i ALLOWABLE: 32'+ 1.5' for each lineal ft over 20'=65' (32' + 42'-20'=22'x1.5'=33') EXISTING: ' PROPOSED:36' EXISTING 72 �a�— PROPOSED D 42' FACES: Orange Pink(apostrophe) RETURNS: Gray TRIM CAP: Bronze - WIREWAY :Painted to match building MIN l3) #10 SMS PER LETTER TO MATCH BUILDING #Sxl2" Self Drilling screws to hold Jevdelite trimcap to alum. letter Minimum 4 per letef Drain Holes in letters if used in wet or damp locations �4rr =��'�� Rim�G7382 ED LIGHTS � � STATE OP REF ANCHOR $CHEDUL ��, ,{. >,yy, FOR MOUNTING OPTIONSy �• ; � Rt�, h+uuaauLL 8 �1 V0 LT/10AMPJwEATHER PROOF J-BOX WITH SWITCH ON WALL m[�.-rmm WALLMNTERUIL CONCRETE (3kzi)or HOLLOW MASONRY 1/2" PLYWOOD (NO ACCESS EEHINOI METALSNOS/PANELS HOLLOW WALL, BLOCKING Lti r METAL LETTER TO PREVENT JG CUT ELECTRICAL SOURCE i t/2" MIN. CONDUIT This document has been dlghally signed and sealed 6y 2V LED POWER SUPPLY Chtlstlan Inngley, PE an the date noted In this digital signature. Printed copies of this documem a oat ronsidered signed &sealed � the signature must be verified Consists of channel letters osetiiw>iii enzcwi�sosicncu and disconnect switch. Suitable for damp, wet or Digitally signed outdoor Iocetions. by Christian Wall All building penetretions Langley sealed, to comply with Date:2021.01.29 applicable bldg. code req. 12:11:49-OS'00' RLDCKING BEHIND QTY or SPACING Primary wire size - # 12 THW N Disconnect switch: at base of sign, 20 amp single pole. Astronomical time clock al panel room or photocell Maximum load- 16 amps 120 volts per circuit maximum circuit size 20 amps per NEC 600-bA Power supply-120v-277 MuNi Volt 60w 12v DC Illumination-0sram .75watts per module Conduit -minimum 1/2 Total sign bad - 2.4 amps 120 volts Total sign circuits -1 All components shall be U.L. approved Ballas}s shall have independent U.L. approval (fused where required) All ins}allations shall be in compliance wi}h NEC and state, county, or bcal codes All signs shall be bonded to building equipment bonding conductor per NEC 250 1740 HILL AVENUE CUSTOMER: DESIGNER: Pam Reeves COPYRIGHT S01G State of: FlFlda BY REMV SIGH 8 County of: Palm Beach DATE: 09.11.2020 SERVICE. ALL ��'M.�� WEST PALM BEACH FL _=/ Thek J°ing daument was acknowledged � r � u N K I N' RIGHTS 0.r5ERVED t1efOR me_day of _ 33407 ALL ELECTRIGL ESODOOJ29 561-840-6382 903 E. PRIMA VISTA BLVD T° °� °•� L'�'E° Your Name Here, Notary Public COMPONFNISANO Electrical Qualifier. FAX: 561-840-6385 PT ST LUCIE, FL D �, SHALL MEET ALL Stephen M. Kemp My Commission Expires: I=_s0000zzs R.E.D. STARD.RDS k? e e vNv „ a oY p, +1 Ev o v 0 0` 3� X �• Eil r� ram u �I piY o rn 20 rn n rv� o O V va m 'o v� Yo c a -v o- E �% w � N nq N O <� 3 General•OesignlslnaaoNanmwiththerequlremennoftheFW Bldg Code7th Ed 0020)forusewuhin lV ou6idetheHighVelairy HumcaneZore(HVHZ).•This englnewing rertifiesonrythestmuural integrity ofthosesys[ems,mmponenG,and/orotherronstnrctlanea#icitlyspecified hereln.•Bemiral notes,details,&spaificatlonsarepmvided byand arethesolerespomibilityoftheelertdral mntranor. Noelenricnl review hasbeen perfoimedand noremfiationofsuchulnteMed.•StmtluNl design meetsrequiremenaoFAC131B-14.AI5C360-16, ABM1-15,&NDS-18, Notes: as apPlirable.•Sfeel components shall be coated, paintey or o[heiwise pmteaed against mnosion per FBCSec 11031/2722.6.•Num romponenfs in wntad with steelaembetlded In mnuete shall be painted or pmtecRd as prguibed in ADA11-15(1a), or plastitlneoprene spa[ers prwided.•All eryosed hsfeners shall be SS. or hareapmtettive coating(or[amsion pmM[tlon.•All welding shall comply wiN AV)S requirements. -Steel weldx E70xK eleclmdex-Aluminum welds: 4043 filler alloy.•Alum exhusions: 6063-i6 mAmnger, II.N.O.