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HomeMy WebLinkAboutRevision; Truss Company ChangeOFFICE USE ONLY. DATE FILED: 7� REVISION FEE: ��00 PERMIT #�j��/ RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 4624553 APPLICATION FOR BUILDING PERMIT REVISIONS . PROJECT INFORMATION LOCATION/SITE ADDRESS: 321E TRINITY CIR LOT 455 CROSSTOWN COMMONS - DETAILED DESCRIPTION OF PROJECT REVISIONS: TRUSS COMPANY HAS BEEN CHANGED CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: D.R. HOR CRC1327068 QUALIFIERS MANE: BRIAN DAVIDSON ADDRESS: 1430 CULVER DR NE CITY: PALM BAY STATE FL - PHONE (DAYTIME): 321-773.2111 --- — OWNERIBUILDER INFORMATION: N)kl IE: D.R. HORTON INC I4 U UULVth UK Nt CITY: PALM PHONE (DAYTIME: 321-733-2111 ARCI-HTECT/ENGINEER INFORMATION: NAME: MICHAEL ANDERSONIAB DESIGN GROUP LLC ST. LUCIE CO CERT. #: 29933 �� FL FAX ADDRESS: 2194 HWY A1A, SUITE 301 CITY: INDIAN HARBOR BEACH STATE: FL PHONE (DAYTIME): 321-802-3591 FAX: 5LCCC: 9123109 Revised 06130117 3290T ZIP: 32907 ZIP: 32937 FILE COPY D•R•HORMN �s June 22, 2020 St Lucie County Building Dept 2300 Virginia Ave Ft Pierce, FL 34982 Re: Change of Truss company St Lucie Building Dept, JUL 0 6 2020 S% Lude County, Permitting DR Horton would like to inform you that we are changing truss companies on lots permits have been issued on. Attached are new truss packages and AOE signed truss layout sheets for each effected lot. • Permit 002-0057@ 3238 Trinity Cir, Ft Pierce, Creekside Phase 2 lot 50 • Permit # 2002-0053 @ 3201 ase • Permit # 2002-0062 @ 3210 Trinity Cir, Ft Pierce, Creekside Phase 2 lot 57 • Permit # 2002-0069 @ 9224 Potomac Dr, Ft Pierce, Creekside Phase 2 lot 103 If you have any questions or need additional information, please feel free to contact me. Sincerely, (Dina Parrino Permit/Starts Coordinator MelbournePermittine@drhorton. com D.R. HORTON •East Florida Division 1430 Culver Drive NE, Palm Bay, FL 32907 O: 321.733.2111 FILE COPY C�( Total Truss Quantity = 88 THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TD AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS rrusx ro PAIX fTR NEIECEtlI. TYPICAL Y SETBACK CORNERSET LABEUNG AND SPACING PLUM wE DB Im M L I x TRKSES V[aQR fh6FNT fi 119T RS]CE BA(X tl Vlm VDJ. BBI PE AtE4PRe Vf119VT PI®1 VBRTOI A^TB Im BY lAk SFAv16 1fPMiPEHf AT CN9ElliFlt (IIaAKtOts fF MFRIG. PIG e»-2fJ-91w IWfD N1 BVrB1Si VALLS lust BE ne[WATELY rCSifYm m GYRY lIE IBIK IPPBrtD BY THE TNlis [R lIM5F5, NBI rYlif eE 1wtAK AMB pi SQNI elms TPE TN65SS Ns SFr ]N veun m AVI® NPAWS X—Lobeled End Mark rsr THIS DOCUMENT. General Notes s) BNh�+w mau ama � e� c.m b Y LAYM�4�s ib w 2) � b .E sopm NIA u+m d>n� 9} N bm Ppotlep'v IP BC o0m M.i� 4) h M vPLY4 B l mamvtle6m lamvvi Y-hmq a'aN to pae at a M repc4E dva �m m 9' Eal.en axA x-hm u.wpd m YMn. Pm Kv b IE9-Bt Iv vy Wdf d 6m9 ROOF LOADING SCHEDULE TCLL 20 PSF TCDL — 7 PSF BOLL PSF BCDL SO PSF TOTAL = 97 PSF DURATION = 1.25 X WHO SPD/TYPB'160 ENCLOSED BLDG EXPOSURE = C USAGE REMENTLAL CAT R VAND IMPORTANCE FACTOR- 1 UPLIFTS BASED ON= 92 PSF DESIGN CRITERIA FED 2Di7 TPI 2014 T..—urn- � ,w `�00 waieRwm� ma��e. • Tb:xwva N�elm mymedwmv.e nddYemI10Y Rf roe �wNNdL®dmdlne ImL FLOOR LOADING SCHEDUL TCU. PSF TOOL PSF BCDL PSF TOTAL PSF ROOF DESIGNED FOR SHINGLE ALL REAC/IONNAN➢ UPI]RTS ARE SHOWN ON ENGIBEZIUNG WALL M Bao/ EEs(2wlan B9. naE YamioYareP.w � z�.s.v war CARPENTER CONTRACTORS OF AMERICA 39nB AvvN G NY. VINTFR IHVIX SlfRIM 338En PRn4E�(Ba0] 959-8BB6 FAf4 (860) 291-2(8e BUILDER➢m NOR= STATEWIDE PROJECT CRE©®E MODEL 1072/ARIA/4EAN OTC !129 IHdF wEalt. LOT 66 BLOCK PAP �II��i�11 f.�Cy11®i�r1111 V 'l;�►1���1►I� V 11� �11 11 11 11__ 11 11 1 11 11 11 ii 11 III/III��11 Total Truss Quantity = 88 THIS 15 A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS ruPm ro PAIX Ptll (O.MCDJ11. I TYPICAL 7' SETBACK CORNERSEI LABELING AND SPACING PLUG la1L HLTI-N.Y GInYFR Et10EL1101 ALL PLIES SLV.L 1E iASIp01 Tp¢TER ®¢R. N165. NI➢ QL SafLY9 PROIX To IILLTMATN( No BEiOS AVY LOAQS APE MPLIm PER 1HE 5(PRI00EO FN01t@ROG 51Ei12 wTp D[I IIR M w AL1FR OROSS[S VIi1QR 06DIf 6 Tq2 6RM MIX [VAR[ES VAL INI DE ACCiPT[0 VRIWr PRM VRRiEN APPROVAL Oi M S➢rPMTIpR AT CN1MMa( Ca(IRACfWS R' AIFRIG. IXG B7?-M3))-293-91W N p N1 ]IVN16 VN1S N1ST DE A➢EGWTCLY IL51liED T[I CK(Y 1fE LINK IggSfD Ef TIE Tldli9 O( TIMSFS. x0 wif OE u.PAaxd7A= A4C q 4RV1 9aaE T16 Truttt:s APE sE7 >x aRmt m Avm9 Labeled End Mark THIS DOCUMENT. WALL KEY 14D �DESCNPaQY WIT. aNE �E LaW/ 0E90RIPIIQY Mg. ONE n®swca w .s � nav v CARPENTER CONTRACTORS OF AMERICA 39W AvE a NV. VINIER mm M10A a3090 RUIF (000) 95}mo& FAk (%P) 291-2180 BUILDER DJL HORMH VATEI E PROJECT �E MODEL 1e72/ARu/4EAB CCA PROJMODEL/ALT 7A5/ 187EC/ 02 ALT DESC OTC !'m 4wdwftU5rEN LOT 55 BLOCK OE9GNFR PFS AGE 3 +29 17 1 '63985L S1A4 J"=l'