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Home My WebLink AboutREVISION PACKET - SCL2010-0421OFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # SLC2010-0421 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): 581-840-6382 OWNER/BUILDER INFORMATION: NAME: ST LUCIE REALTY GROUP LLC ADDRESS:469 MARINER DR CITY: JUPITER PHONE (DAYTIME: N/A STATE: FL ARCHITECT/ENGINEERINFQRMATION: NAME: CHRISTIAN LANGLEY ST. LUCIE CO CERT. #: 32o2a FAX: ZIP: 33407 561-840-6385 FAX: N/A ZIP: 33477 ADDRESS: 1200 N FEDERAL HWY #200 CITY: BOCA RATON STATE: FL ZIP; 33432 PHONE (DAYTIME): 1-888-371-3113 FAX: N/A SLCCC: 9/23/09 Revised 06/30/17 EasySeats easyseals.com DESIGN CALCULATIONS DUNI<IN' ID 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)I 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. Al, indemnifies and saves harmless this engineer for all costs &damages including legal fees & apellate fees resulting from deviation from this design. this dawment has been DI Itdll SI ned digitally signed and sealed by g y g Christian Langley, PE on the b Christian date noted in this digital y signature. Primed copies or Langley this dowment a not g Y considered signed & sealed, & Date: 2021.01.29 the signature must be verified fMakeble(L3Nnlc IfF0AF15016MFA 12:12:00-05'00' Index: Pg 1 Cover Pg 2 Wind Loads Pg 3 Anchor Design t�yunan:�� Eng�tLir %1; eal valid No.67382 * 0 r STATE OF ;'�kr�y� Ic;., fi an... Q21 ChrisY'e� # 67382 Easy 5�3�9enriAlcfaeYt Auth # 31124 1200 N Federal Hwy, #200 Boca Raton, FL33432 Easy Seals.�nm Page 1 Easy Seals / SCE T16 Design Wind Loads WALL -MOUNTED SIGNS Building Specs _ V = 160 mph Basic wind speed (Volt) Exposure C Calculations �a = 9.5 3-sec gust speed power law exponent ze = 900' Nominal ht. of atmos. boundary layer Gcpi = 0 Internal pressure coeff 160 mnh - ExD WALL -MOUNTED SIGNS ASD WIND PRESSURES SIGN CENTER I CORNER HEIGHT (Zone 4) (Zone 5) 15 ft 31.2 psf 39.7 psf 20 ft 33.2 psf i 42.2 psf 25 ft 34.8 psf i 44.2 psf 30 ft 36.1 psf 46.0 psf 35 ft 37.3 psf € 47.5 psf 40 ft 38.4 psf 48.8 psf 45 ft 39.3 psf 50.1 psf 50 ft 40.2 psf 51.2 psf SS ft 41.0 psf I 52.2 psf 60 ft 41.8 psf 53.2 psf 70 ft 35.3 psf € 70.6 psf 80 ft 36.3 psf i 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 ? 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 E 92.3 psf CALCULATIONS FOR WALL -MOUNTED SIGNS ASD Load Combo Coeff: 0.6 Kd = 0.85 Directionality factor Kzt= 1.0 Topographicfactor 1.0 Ground elevation factor A = 30 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 -1.40 109 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 45.4 -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= 36.0 sgft (entire backer/wireway) Wall material: Masonry (ASTm coo, isoo psi minl Anchortype/size: 3/8" Large Diam Tapcon Ref: Red Head LDT, catalog Min Embedment: 1.5" Min edge dist: 4" Min Spacing: 4" Anchor tensile capacity: Tcap= 229.0 Ib (per anchor) Check Anchors for Pullout Total Reaction: Rt = 1654 Ib ... = P"A (entire backer/wireway) 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. ALLOWABLE: 32'+ 1.5' for each lineal ft over 20'=68.9' (32' + 44.6'-20'=24.6'x1.5'=36.9') EXISTING: ' PROPOSED:36' _�� ES0000229 1740 HILL AVENUE WEST PALM BEACH, FL 33407 561-840-6382 FAX:561-840-6385 72 PROPOSED CUSTOMER: DUNKIN' 903 E. PRIMA VISTA BLVD PT ST LUCIE, FL FACES: Orange Pink(apostrophe) RETURNS: Gray TRIM CAP: Bronze WIREWAY :Painted to match building MIN (3) #305M5 PER LETTER TO MATCH BUILDING #SxT2^ Self Drilling screvas to hold JeWellie trimcap to alum. letter Minimum 4 per letteF Dreln Holes in letters if used 30X WITH °�:�;�hc � i��;�< ED LIGHTS `. �T�T� �� REF ANCHOR SCHEDUL4;, � .� d°$ � � t � Q" �. FOR MOUNTING OPTIONig� 1Ylllliliallla iLr BUSHING THROUGH METAL LETTER TO PREVENT yLrIRE FROM GETTING CUT PRIMARY ELECTRICAL SOURCE NEC 600-51/2" MIN. CONDUIT lhis domment has been digaalty slgnetl and sealed by Christian Langley, PE on the 2V LED POWER SUPPLY date noted In this digital signature. Printed [ogles m this document a not ronsidered signed &sealed, & the slgmmre must be verified n any eletlmni<[opies. Consists of channel letters kM.wuraMmsmravwaNu and disconnect switch. Digitally signed Suitable for damp, wet or outdoor locations. by Christian Wa�� Langley All building penetrations sealed, to comply with Date: 2021.01.29 applicable bldg. code req. 12:12:47-OS'00' CH00. SCHEDULE OTY or SPACING ETE IBks'il or HOLLOW MgSONRY 3/eC THREADED RODS WITH MIN 2"EMBED IN ADHESIVE MIN Il6f TOTAL a/0"TAPCONS (OR EQUIVI WITH 2.5"EMBED MIN aD)TOTAL 3/B"EXPANSION ANCHORS WITH 3.s"EMBED MIN I3D)TOTAL 3/2"PLYWOOD (NO ACCESS BEHIND) 3/8"TOGGLE BOLTB MIN (10)TOTAL 1/9"WOOD X0.EWS, FULLEMBEO MIN (16I TOTAL MEfAL5rUD5/PANErS k1A METgl6CREWSTO MIN 1Bga STEEL OR D.090°ALUM MAN 112j TOTAL HOLLOW WALLa BLOCKING 3/8"THRUBOLTS OR LAGSTO 60UD BLOCKING BEHIND MIN ISD)TOTAL Primary wire sae - # 12 THW N Disconnect switch: at base of sign, 20 amp single pde. Ashonomical time cock at panel room or photocell Maximum load -16 amps 720 volts per circuit maximum circuit size 20 amps per NEC 600-bA Power supply-120v-277 Multi VoN 60w 12v DC Illumina}ion-Osram .75watfs per module Conduit -minimum 1/2 Total sign load- 2.4 amps 120 volh Total sign circuits - 1 All components shall be U.L approved Ballasts shall have independent U.L, approval (fused where required) All installs}ions shall be in compliance wi}h NEC and state, county, or local codes All signs shall be bonded fo building equipment bonding conductor per NEC 250 DESIGNER: Pam Reeves OCOPYRIGHT 2016 state or: Florida BY KEMP B3GN & COUnty Of: Pem Beddl DATE: 09.11.2020 SERVICE. ALL �•—.� RIGHTS RESERVED -=/ The for0oing document was acknowledged before me_day of qLL ELECTR3DgL Ea0000229 U � To 66 u.L. usiEo Electrical Qualifier: comconfmsgrvD Your Nanse Here, Notary Public x. pMEET ALL Stephen M. Kemp My Commission EXpires: c�sTAnogaos �r ca5 N mQ O u LL w V "mm 3 ws'- =LLm A� z�� om° L'^ 6 V x it y V N 9 � N �n G � M O +I Ev O W O 3 N EiI r� mm it m Y =o cSI a� 20 n n N >k Z' o O V va o V � xo Is a "v a- E �N r: °a N a� 3 General •Design isina[mNanmwith Nerequiremen[softheFM BldgCode ltA Ed 1202o)forusewithlndounldetheNlghVeloaty Hurti[aneZaneIHVHO.•Thlsenglneeriig cemfiesonlythestmGumlimegdryotthoserystems, componaits,and/orothermmtm[tlon expli[Myspedfietl herein. •Oea�iwl rotes,details,&spetifi[ationsare pmvidedbyand arethesaleresponsibiliryofthe elxtdcal mntra[mc Noelemical renew hasbeen performed and no[erNfiwtion ofsu[h lsintrvMed.•Swnwal designmeetssequlrements of A[I37e-14,AISC360-16, ADM1-15,&NDS-tg NOteS: as appliOMe.•Steel romponenb shall be mated painted, or athervaise pmfectel again#[wro9on per FBCSe[R03.UR22.6.•Alum components in mnfa[t with steelmembetltletl in mn[rete shall be palnRdmpmteRed as pra[ribed in ADM7-1511a), or plastidneopM�e spoors prwided.•All exposedfasteners shall be 55. or haves p<otecdre mafingfor[orrosion pmRNan.•All welding shall tangly wRh AWS requirements.•Steel welds nDKK elemodes.•Aluminum welds: 9043 fi1kr a0oy.•Alum eRDuslom: 6063-T6 or stmngeo D.N.O.