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HomeMy WebLinkAboutRevisionOFFICE USE ONLY: DATE FILED: o. 2B.Irl REVISION FEE: h5.©O PERMIT # 1709-0346 RECEIPT # 17i Z PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDI NO PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 5346 Galley Way Fort Pierce n4 ,-f- # / 70 /q 03 c� DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CRC1330712 BUSINESS NAME: South Florida Aluminum Products QUALIFIERS NAME: Gary Whigham ADDRESS: 4607 So. US Hwy 1 CITY: Fort Pierce STATE: FL PHONE (DAYTIME): 772-466-0914 OWNER/BUILDER INFORMATION: NAME: Dan Darrow ADDRESS: 5346 Galley way CITY: Fort Pierce PHONE (DAYTIME: 330-607-4657 STATE: FL ARCHITECT/ENGINEER INFORMATION: NAME: Davis & Cleaton Eng. ADDRESS: 260 Weldva Springs Road CITY: Longwood PHONE (DAYTIME): 407-539-2353 SLCCC: 9123109 Revised 06130/17 STATE: FL E EE9VD NOV 2Q2017 PERMITTING St. Lucie County, FL ST. LUCIE CO CERT. #: FAX: I'AA: F ZIP: 34962 772-466-1074 ZIP: The scope of work for this project consists only of installing a concrete foundation, wood deck and a aluminum framed category II sunroom. This structure only has been designed in accordance with the requirements of the 2014 Florida Building Code, Fifth Edition - Residential, Chapter 3, Section R301.2.1. The following .wind load requirements, in accordance with 2014 Florida Building Code, Fifth Edition - Building, Chapter 16, Structural Design, Section 1609 and ASCE 7-10 were employed in the design of the structure: - Ultimate Design Wind Speed (Vult): 160 MPH 3-Second Gust Wind Speed (Vasd): 124 MPH. Risk Category: II Wind Exposure Category: D Applicable Internal Pressure Coefficient: +/- 0.18 Design Pressure for Exterior Components & Cladding: • Walls=+36.4/-42.9 PSF • Roof= +13.1/-40.7 PSF (1) M5 cowl with 6" (MIN.) Embedment Into Emadog Solid Concrete Using Simpson XP-Epoxy ® 6" From Each End & 36" O.C. (MAX.). Dowels Shall Have 12" (MINJ Projection Into New Concreto (TW.) 10'-0'. concrete Slab with Turndown Fcotar (rvPJ I Opm Concrete Slab —U O<y^.w•om worn. O-s ro•s>Po. ai oPo� a wme�. m.iai.s Pa M M.nurveum 6Pe�uliou lL4 0" I (2) 2"x 8" P.T. Rim Joist Fastened Q Each En Using Simpson HUC2B-2 ('rYP.) IyT I 1 O�_On WoodZ 10'-0n Left Elevation Material List: 6005A.T61 Alloy 3"x3"x0.125"Post 2" x 3"x 0.050"Patio 3"x 0.024" x 2-Lb EPS Composite Psnel Aluminum Fmmed Walls CrW ) 30" Siding to Match Existing(TW)� Rim 3oist I=o See Deck Framing Demile� 4" x 41'P.T. Posts Fastened to Foundation Usi ng Simpson AEU442(TYPJ _ 18'-0" Plan View Cnmposite RaoF(M.) 2x3 Con6nuwa FA R �30 Ca �1 I, I II 16-0" Front Elevation Continuous 2" x 3" Aluminum internal Clip. .125'"(M .)Thickness 31-x 3" Aluminum (8) #12 x l/8"Drill-Flex Stmctuml SelfDrilling Screws Each Side (TYP.) Post to Header Connection (4) #12 x 7/8" Drill -Flex Seucmd Self Drilling Screws Each Side (TYP.) 2" x 2" x 3"x 0.125" Angle 2"x3" Gvt('PYP.) � (3) #12 x 3/4" Drill -Flex Stmmuml — SekfDdlling Screws Each Side (TYP.) Attach Composite Panel to An Framing Member Using (1)1/4 Leg w/ 1-1/4" Fender Woofer (Ma ) (TYP.) Caulk All ExpoeW Screws 311x 3" Aluminum Column (TYP.) Horizontal Member to Vertical Member 3"x 3" Aluminum Column (TYP) .125"'(MPIJThicknees (4)#12llng Screwl-Flexs Side SelfDrilling Screws Each Side (TYR-)� (4)1/2" Diammer Wood Legs with 2"(M .) Thread Penetration ® Each Column (TYP.) Rim lois[(TYP.) Post to Base Connection ROOM Edee Beam 2"%12"E Stringer to C with (1) 1/4" (bDN.) Emb,