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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: 7� DATE FELED: jy jj((�� ��/r l 11 SCANNED PERMIT # I MI - n©l s REVISION FEE: �• f' ] •(jLl By RECEIPT # 131 3"15 St. Lucie Countv PLANNING & DEVELOPMENT SERVICES DING & CODE REGULATION DIVISION n v ST. LUCIECOUNTY 2300VIRGINIAAVENUE RECE � ED BUILDING EVdED ON FORT PIERCE, FL 34982.5652 FOR C MPL CE (772) 462.1553 NOV 2 9 LOST' REVIEWED BY DATE Z APPLICATION FOR BUILDING PERMIT REVISIONS PERMITTHNG PLANS AND P R IT St. Lucie Count.:, FL MUST BE KEPT ON JOB OR PROJECT INFORMATION NO I ION WILL BE MADE St LliCle CO. F Dafe ADDRESS: M ,ClI pzbe­ DETAILED DESCRIPTION OF PROJECT n VXT CTl WTQ. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: `(A 0000 BUSINESS NAME: QUALIFIERS NAME: Y CITY: QOp Y--.e- PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: CITY: GYM- VAytey STATE: PHONE (DAYTIME: 4"3 Y1DI►Cl11►1DIDI:Vhl,019ZI:J010M NAME: U) ADDRESS: � CITY: XaVC PHONE(DA Ii 1 tt Ilul PM SLCCC: 9123109 Revised 06130/17 ST. LUCIE CO CERT. #: 1 550c) ZIP: FAX: e 'i I - ZIP: IV." ZIP: FAX: REVISION Cj cr m r ? Iu LC 20V 4' ,e�z-O'M N NO 'S' q 1 (;Existing agn ��A°•. STATE OF ll al �r A.' 1_ma e^m ,.Ur. A CW 0 d 0 °p a In y>_LLm i. m 9 pnn Ene e 51 Fmk i EMM ON YHII O C jllp NYQ . CJa L O 601 E.. `$a9 �Y Iltl >r= General O Design is In accordance with the requirements of the Fla Bldg Code Sth Ed (2014) for use within & outside the High Velocity Hurticane Zone (HVHZ). O This engineering certifies andy the swaural integrity of those systems, components, and/or other construalon explicitly Notes: specified herein.OElearlcal notes,details,&spedfiauons areprovided byand arethesole responsibiliryoftheele<trial cont2ttor, No electrical review has been performed andnocertificatlonofsuch lz lntended. OAluminum a#msionsshall be 6063 Tti,unless noted otherwise. Project; MR �.. 31-70 Airman's: Drive Ff. Pierce, FI 34946 Typical individual Channel Letter w/ 12Volt LED Lighting Reference anchor schedule for mounting options (Mounting method depends upon structure of wall) letter alum & p 12 volt LED diodes Service Swltch ,V S��. , C E I gF,Y,GI � No. 67ss2 ®° STATE OF m� +,xEEI1111IIIIL\T\\ C em F C'� O t ILt- U U -q 12 Volt power supply U.L. listed with service switch ONGIORSUIEDULE WALL MATERIAL I ANCHORTYPE 4rt or arnunti CONCRETE (3ksl)or HOLLOWMASONRY 1/4"THREADED RODS WITH MIN 2" EMBED IN ADHESIVE MIN(6) PER LETTER 1/4°TAPCONS (OR EOVIVI WITH I.T6"EMBED MIN l41 PER LETTER 1/4"EKPANSION ANCHORS WRN 2.5"EMBED 7IN(4) PER LETTER 1/2"PLYWOOD (NOACCESSBEHIND) 1/4"TOGGLEBOLTS MIN(4) PER LETTER 1/4" WOOD SCREWS OR TAPCONS, FULL EMBED MINT) PER IEITER META MDS/PANELS 014 M ELALSCREWS TO MIN 18ga STEEL OR O.M"ALUM MIN(S)PER LETTER HOLLOW WALL+BLOOLING 1/4" THRUBOLTS OR LAGS TO SOUD BLOCKING BEHIND MIN(4)PER LETTER AT LDGO, USEANYANOIOR OP ION SHOWN: MIN (B) TOTAL, BALANCED General ODesign Is in accordance with the requirements of the Fla Bldg Ca de Sth Ed(2014)for use within& outside the High Velocity Hurricane Zone (HVHZ). O I sengineering certifies only the strumral integrity of those cystems,components,and/or other construction _Plicitly Notes: specified mV.OElectrical notes,details,& specifications are pmvldedbyandarethesoleresponsibiliryoftheelMrlwl contractor Noelectrical review has beenperformed and nocertlficatlon ofsuchts lnten ed.OAluminum extrusions shall be 6063 T6, unless noted otherwise. EasySeals easyseals.i DESIGN CALCULATIONS FOR MISSIONARY FLIGHTS INT'L WALL -MOUNTED SIGNS 3170 Airman's Dr— Ft Pierce Digitally This Item has been electronF signed by in�y, GENERAL NOTES: chntanlgny,PEVreb Christian Digital Slgna= Primed Langley 1. Design is in accordance with the Florida Building Code Sth Edition (2014) copies of thhder dosign are not considered signed and for use within and outside the High Velocity Hurricane Zone (HVHZ). sealed and he signature Date: must be verified on any electronic wple 2017.11.28 2. Wind loads have been calculated per the requirements of ASCE 7-10 as obbly s.a+� shown herein. aAwvm®sonAamasmw 12:27:41 -05'00' 3. These engineering calculations pertain onlyto the structural integrity of those systems, components, and/or other construction explicitly Index: specified herein and/or in accompanying engineering drawings. The existing host structure (if any) is assumed to be in good condition, Pg i Cover capable of supporting the loaded system, subject to building department Pg 2 Wind Loads approval. No warranty, either expressed or implied, is contained herein. Pg 3 Anchors at Logo 4. System components shall be as noted herein. All references to named Pg 4 Anchors at Letters components and installation shall conform to manufacturer's or Industry specifications as summarized herein. �....0 5. Where site conditions deviate from those noted herein, revisions maybe Eng�tret s�ssigtLbtur 5hr1 steal valid required or a separate site engineering evaluation pe .`o,�;�e` SF�G+y'J}� 6. Aluminum components in contact with steel or embedded ig 1,Pz shall be protected as prescribed in the 2010 Aluminum Desi r lMahubl,'_:`;� No. 82 --Part 1. Steel components -in contact with, but not encased in, concrete = i shall be coated, painted, or otherwise protected against corrosion. -p ; ; Q • STAT O • <4 7. Engineer seal affixed hereto validates structural design as shown only. ',0,�.• eAo 17•°��: Use of this specification by contractor, et. Al, indemnifies and saves ChriSt1a%i-Q ggy'� ��t # 67382 harmless this engineer for all costs & damages including legal fees & ���H annilotn IF... rn.rdtino frnm r1..intinn frnm chic d.einn Easy Auth # 31124 1200 N Federal Hwy, #200 Dom Raton, FL 33432 Xom Page 1 Easy Seals /SCE 7-10 Design Wind Loads WALL -MOUNTED SIGNS Building Specs V = 160 mph Basic wind speed Exposure C Calculations a=9.5 3-sec gust speed power law exponent zg = 900, Nominal hr. of atmos. boundary layer Gcpi = 0 Internal pressure coeff CALCULATIONS FvR WALL -MOUNTED SIGNS ASO Load Combo Coeff: 0.6 Kd = 0.85 Directionality factor Kzt = 1.0 Topographic factor A = 10 sq ft Tributary area 1WU HNIJ11 - LAJJ a -MOUNTED WALL SIGNS ASD WIND PRESSURES SIGN CENTER CORNER HEIGHT (Zone4) (Zone5) u Y q. a U a U Y 0.85 47.3 -1.10 -1.40 '.15ft 31.2 psf 39.7 psf 20ft 33.2 psf 42.2 psf 0.90 50.2 -1.10 -1.40 25 ft 34.8 psf 44.2 psf 0.95 52.7 -1.10 -1.40 30ft 36.1 psf 46.0 psf 0.98 54.7 -1.10 -1.40 35 ft 37.3 psf 47.5 psf 1.01 56.5 -1.10 -1.40 40 ft 38.4 psf 48.8 psf 1.04 58.1 -1.10 -1.40 45 ft 39.3 psf 50.1 psf 1.07 59.6 -1.10 -1.40 soft 40.2 psf 51.2 psf 1.09 60.9 -1.10 -1.40 55 ft 41.0 psf 52.2 psf 1.12 62.2 -1.10 -1.40 60 ft 41.8 psf 53.2 psf 1.14 63.3 -1.10 -1.40 70 ft 35.3 psf 70.6 psf 1.17 65.4 -0.90 -1.80 80 ft 36.3 psf 72.6 psf 1.21 67.3 -0.90 -1.80 90 ft 37.2 psf 74.5 psf 1.24 69.0 -0.90 -1.80 100 ft 38.1 psf 76.1 psf 1.27 70.5 -0.90 -1.80 110 ft 38.8 psf 77.7 psf 1.29 71.9 -0.90 -1.80 120 ft 39.6 psf 79.1 psf 1.32 73.3 -0.90 -1.80 130 ft 40.2 psf 80.5 psf 1.34 74.5 -0.90 -1.80 140 ft 40.9 psf 81.7 psf 1.36 75.7 -0.90 -1.80 150 ft 42.5 psf 82.9 psf 1.38 76.8 -0.90 -1.90 175 ft 200 ft 42.8 psf 44.1 psf 85.7 psf 88.1 psf 1.42 1.46 79.3 81.6 -0.90 -0.90 ppp �p 250 ft 45.2 psf 92.3 psf 1.53 85.5 -0.90 �,A Page 2 _ EasySeats Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: Sign type: Sign size: CALCULATIONS ' --wilWALL-MOUNTED SIGNS P = 46.0 psf Channel Letter A=1 24.0 sgft (per letter, critical) Wall material: Metal ISteel studs or extrusions/shapes Anchor type/size: #14SMS I Ref: Min 18ga studs (grd 33) or 0.090" 6063-T6 Min Embedment: Full Min edge dist: 0.75" Min Spacing: 0.5" Anchor tensile capacity: Tcap = 152.0 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt= 1103 lb ...=P•A (perletter) No. of anchors req'd: n = 7.3 anchors per letter ... = Rt/cap Total anchors required: 8 anchors per letter LOGO OK, critical logo size with typical anchor option shown. Ref anchor schedule for other anchor options. e Page 3 EasySeals Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: Sign type: Sign size: CALCULATIONS 4-�'R WALL -MOUNTED SIGNS P = 46.0 psf Channel Letter A=1 16.0' sgft (per letter, critical) Wall material: Metal Steel studs or extrusions/shapes Anchor type/size: f #14 SMS T� Ref: Min 18ga studs (grd 33) or 0.090" 6063-T6 Min Embedment: Full Min edge dist: 0.75" Min Spacing: 0.5" Anchor tensile capacity: Tcap = 152.0 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt= 735 lb ...=P•A (per letter) No. of anchors req'd: n = 4.8 anchors per letter ... = Rt/cap Total anchors required: 5 anchors per letter LETTERS OK, typical anchor option shown at critical letter size. Ref anchor schedule for other anchor options. Page 4