HomeMy WebLinkAboutAPPROVED REVISED C1A CUSTOM MODEL FOR:GROZA BUILDERS, INC.MAGNOLIA RJWREBEKAH & JULIAN WRIGHT2962 BENT PINE DR.FT. PIERCE, FL 349518MAGNOLIA RJW
REBEKAH & JULIAN WRIGHT
2962 BENT PINE DR.
FT. PIERCE, FL 34951 511 SW PORT SAINT LUCIE BLVD.
PORT ST. LUCIE, FL 34953 ROOF4'' SCOREDSTUCCOBANDSTOP OF WINDOWS TO FASCIA=11-3/16'' +/- W/2X4 END RAILTEXTUREDSTUCCOFINISH0'-0'' Finish FloorFinish Grade12'-1'' Truss Bearing (Entry)8'-1'' Truss Bearing (Main)125METAL10'-1'' Truss Bearing (FLEX RM)0'-0'' Finish FloorFinish Grade8'-1'' Truss Bearing (Main)19'-4 1/4'' TOP OF ROOFTYPOH2'-0"14'-6 13/16" T.O. ROOF (Entry)+ 36.2- 39.4+ 36.2SCALE:18'' = 1'-0''BIRDSEYEST LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVITBUILDING PERMITOWNERS NAMECONTRACTOR - GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BLVD PORT ST LUCIE FL 34953OPENING PROTECTIVES (WINDOWS, DOORS, AND SKYLIGHTS), COMPONENTS AND CLADDINGPRODUCTNOTE:ALL MANUFACTURED HOLES FOR ANCHORING MUST BE FILLED WITH APPROPRIATE FASTENERSI HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING AND HAVE APPROVED THEIRUSE IN THIS STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS ANDFORCES SPECIFIED BY CURRENT CODE PROVISIONS.NAMESIGNATUREDESIGN FIRMCERT. NOMANUFACTURERMODEL / TYPEGLAZING DESCRIPTIONF.P.A.OR NOA (MIAMI DADE)BUILDING DESIGNPRESSURESMETHOD OF ATTACHMENTPRODUCT DESIGNPRESSURESDATE.ROOF FINISH - MAINSOFFITKAYCAN LTD2x4 BRACE AT CENTER OF PANEL+23.6 / -28.8+ 66.7 / - 66.7 PSFROOF VENTSApply roofing cement to underside, back, & sideflanges of roof vent. Cement to be 14" min. thick& extend 2" beyond & onto roofing underlaymentsFPA:FL 16503.1REV. DATE: 02-13-18TRIPLE 4 FULL-O-VENT ECOVINYL SOFFIT PANELSFLORIDA METAL PRODUCTS,INC.FLAMCOLOW PROFILE OFF RIDGE VENTSFPA: FL 21580.1APPR DATE: 12-12-17+/-46 PSFUnderlayments must be ASTM D226 Type II,ASTM D4869 Type IV, & D6757Complying w/FBC-R 2020, 7th Ed. R905.1.1.1VARIOUS SUPPLIERSPer FBC-R R905.1.1.1 : (2) layers min overlapped 19"secured w/1" dia. mtl. taps & 0.083 dia. shank nails34" min into shthg.,12" o.c. in field, 6" o.c. @ edgesUNDERLAYMENTSPEEL & STICKUNDERLAYMENTSNAILABLEVARIOUS SUPPLIERSUnderlayments and joint coveringsmust be ASTM 1970Complying w/FBC-R 2020, 7th Ed. R905.1.1.1JA TAYLOR ROOFINGSTANDING SEAMMETAL ROOFFPA: FL 17443.1APPR. DATE 04/10/18ENTRY DOORS, OUTSWINGIMPACT RATEDPLASTPRO INC.FIBERGLASS, OPAQUEDBL. LEAFSEE ELEVATION SHEET+ 45.0 / - 45.0 PSFGARAGE DOOR - SECTIONALIMPACT RATEDHURRICANE MASTER 824/81116' STEEL SECTIONALDAB DOOR Co.NOA: 21-0312.02 IMPACTEXP. DATE:(7) brackets to track, ea. side per mfrs. specifications@ Each bracket to buck: 5/16" x 1-5/8" lag screwsw/ hex washer head (type A)SEE ELEVATION SHEET+ 27.0 / - 30.0 PSFPLASTPRO INC.LANAI DOORS , OUTSWINGIMPACT RATEDGLAZED, FIBERGLASS,DBL. LEAFSEE ELEVATION SHEET+ 55.0 / - 55.0 PSFWAYNE DALTONGARAGE DOORSFPA:FL 17184.8 (R8)APP. DATE: 10-13-20FPA:FL 17184.10 (R8)APP. DATE: 10-13-2014" TAPCONS w/ 114" MIN. EMBEDTO 2x WOOD BUCKs@ 6" OFF CORNERS AND 14" O.C.14" TAPCONS w/ 114" MIN. EMBEDTO 2x WOOD BUCKs@ 6" OFF CORNERS AND 14" O.C.OPTION
SEE ELEVATION SHEETWINDOWS - SINGLE HUNGIMPACT RATEDMAX WID. 37"MAX HGT. 63"CWS WINDOWSIMPACTLOW-E 366 INSULATEDGLASS TYPE 'A'SH8100 PVC SINGLE HUNG+/-70.0 PSFFPA:FL 16177.1 (R3)IMPACTAPPR. DATE 10-13-20316" tapcons w/ 1" min embed, 2" min. edge dist.HEAD ONLY : 6" max off corners, 17" max. o.c. between1012" max. @SIDES : 4" above sill, 4" above and below mtg. rail. 1012" o.c. between corner & mtg. rail anchorsSelf Adhered directly to plywood deck(or 'nailable underlayments' secured as noted above)w/ 3" min. horizontal laps & 6" min vertical laps(7) brackets to track, ea. side per mfrs. specifications@ Each bracket to buck: 5/16" x 1-5/8" lag screwsw/ hex washer head (type A)SEE ELEVATION SHEET8000/8100/820016' STL. SECTIONAL-FPA: 8248.9 (R20) IMPACTAPPR. DATE: 12-15-20+ 23.0 / - 25.0 PSF - 129.25 PSFFastener: #9 x 15 corrosion resistant with sealwashers in Compliance with 2017 FBC code,section 15071/4" = 1'-0"MAGNOLIA RJW_WRIGHT-PERMIT SET 2022-01-11.dwg08/18/21C1COVER1SHEETDESCRIPTIONDATEREVBuilder:Project:SCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678DRAWING INDEXC1COVER PAGEA1FOUNDATION PAGEA2FLOOR PLANA3ELECTRICAL PLANA4EXTERIOR ELEVATIONSA5ROOF PLANA6HVAC PLANS1ENGINEER DETAIL PAGES2ENGINEER DETAIL PAGEXCHRISTOPHER D. BEERS, P.E.FLORIDA LICENSE NO. 64594W A T E R - A I R - L A N D524 W Virginia Ave.Punta Gorda, Florida 33950941-628-0635fax 413-687-9013chrisbeers@byu.net