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HomeMy WebLinkAboutAPPROVED REVISION C18ST LUCIE COUNTY MAGNLIA AB ANTHONY BOVE 123 EDEN CREEK LANE JENSEN BEACH, FL. 34957 511 SW PORT SAINT LUCIE BLVD. PORT ST. LUCIE, FL 34953P1 11 MAY 2021 PLANS SIGNEDP2 08 JUN 2021 START DWGSP3 25 AUG 2021 SENT FOR PERMI12'-1" Truss Bearing (Entry)8'-1'' Truss Bearing0'-0'' Finish FloorFinish Grade0'-0'' Finish FloorFinish Grade2'-10"FRONT (NORTHEAST)ELEVATIONSCALE:14'' = 1'-0''+ 00.0- 00.0Main HouseEntry2'-6"4'-0"20'-9" Truss Bearing CupolaEXTERIOR INFILL FRAMINGBETWEEN LOWER ANDUPPER TRUSSESCRICKETFIELDFRAMED3'-0" 9'-5"ALIGN6'-9" 8'-1"FLOAT FIN. STUCCO OVERLATH/ WATER BARRIEROVER 12" EXT. PLYWOODSHEATHING SECURED TOPT 2x FRAMINGSTANDING SEAM ROOFSYSTEMINCLUDING PANELS,CAPS, VALLEYS, FLASHING,& DRIPSTYP. AT CORNERSAND OPENINGS:4" RAISEDSTUCCO BANDSFLOAT FINISH26 Ga. ALUM FASCIAWRAP OVERP.T. SUB FASCIAPERFORATEDVINYL SOFFITPANELSCONC. DRIVEWAYHARDIE 'PLANK' LAPSIDING OVERWATER BARRIER ON 12" EXT. PLYD. SHTHG.IMPACT RATEDDOOR, LITE, &FRAME ASSEMBLYIMPACT RATEDSINGLE HUNGPVC WINDOWSTAPERED COLUMN:FLOAT FIN. STUCCO OVERLATH / WATER BARRIEROVER 12" EXT. PLYD.ON PT 2x FRAMING16" x16" CMUCOLUMN BLOCKPEDESTALw/ FLOAT FIN. STUCCO1'-0"1'-0"1'-0"SH 35EGRESSWINDOW(PR) SH 26(PR) SH 253080 SC20'-2"1'-4"17'-6"1'-4"1'-0"6'-0"+ 36.2- 39.4+ 36.2- 39.4+ 37.9- 41.1+ 36.2- 39.4ROOF SHEATHINGPER FBC- R TABLE R 803.2.2:58" (1932") APA RATED 40/20CDX EXTERIOR PLYWOOD SHEATHINGSECURED TO TRUSSES USING FASTENERS AND SPACINGPER ROOF SHEATHING ATTACHMENT NPTESAND DETAILS ON SHT. A5HIP RIDGEHIP RIDGEHIP RIDGEHIP RIDGEVALLEYVALLEYVALLEYRIDGE RIDGEROOF PLAN - BIRDS EYESCALE:18'' = 1'-0''1'-0" OVERHANG TYP.ALL SIDES.2'-6"ROOF FINISHES24 Ga. STANDING SEAM PANELS & ACCESSORIESSECURED USING FASTENERS AND SPACING PER MFR'SSPECIFICATIONS ON SELF ADHERING RUBBERIZEDGLASS FIBER REINFORCED ASPHALT WATERPROOFMEMBRANE APPLIED DIRECT TO TO SHEATHINGFLASHING : GALV MTL.DRIP EDGE: 26 Ga. ALUM.12512 5 12512512 5 1251251'-6" OVERHANGAT ENTRY3'-0"NCITY OF PT. ST. LUCIE BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVITBUILDING PERMITOWNERS NAMECONTRACTOR - GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BLVDPORT ST LUCIE FL 34953NOTE: 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. NODATEOPENING PROTECTIVES (WINDOWS, DOORS, LITES, AND SKYLIGHTS), COMPONENTS AND CLADDINGPRODUCTMANUFACTURERMODEL / TYPEGLAZING DESCRIPTIONF.P.A.OR NOA (MIAMI DADE)BUILDING DESIGNPRESSURESMETHOD OF ATTACHMENTPRODUCT DESIGNPRESSURESROOF 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. @ edgesUNDERLAYMENTSNAILABLEGARAGE DOOR - SECTIONALIMPACT RATEDWAYNE DALTONGARAGE DOORSOPTION SEE ELEVATION SHEETWINDOWS - SINGLE HUNGIMPACT RATEDMAX WID. 51 78"MAX HGT. 63 34""CWS WINDOWSIMPACTLOW-E 366 INSULATEDU F : .30, S.H.G.: .21SH8100 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 anchors(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 PSFCWS WINDOWSWINDOWS - ACCESSORYMULL BARFPA:FL 9520.1 (R8) IMPACTAPPR. DATE 10-13-203" (2 1316" x 1 38") PVC MULL BARSEE ELEVATION SHEET+/-80 PSF(4) 316" tapcons in ea. mull clip @ head & sillw/ 1" min embed & 1" min edge distanceSLIDING GLASS DOORSIMPACT RATEDCWS WINDOWS+/- 50.0 PSFSEE ELEVATION SHEETFPA:FL 20838.1 R4IMPACTAPP. DATE: 10-13-2020IMPACTLOW-E 366 INSULATEDGLASS TYPE 'A'U F: .33, S.H.G.: .20316" tapcons w/ 1" min embed, (2) @ each locationHEAD & SILL : 6" max off corners, 12" max. o.c. @ each panel, 4" & 8" each side of meeting rails.SIDES : 18" o.c. (glass type 'A')8800 PVC SLIDING GLASS DOORS(2) PANEL, 2 TRACKGLASS TYPE 'A'SEE ELEVATION SHEETWINDOWS - SINGLE HUNGIMPACT RATEDMAX WID. 72 78"MAX HGT. 63 34"CWS WINDOWSIMPACTLOW-E 366 INSULATEDU F : .30, S.H.G.: .21SH8100 PVC SINGLE HUNGOPTION:TWIN WINDOW UNITw/ INTEGRAL MULL BAR+/-65.0 PSFFPA:FL 5823.2 (R9)IMPACTAPPR. DATE 10-13-20316" tapcons w/ 1" min embed, 2" min. edge dist.HEAD & SILL: 6" max off corners, 4" max + 3" max+ 3" max. off mull bar/center. 10 14" max between@ SIDES : 6" max. off corners & meeting rail, 12 14" max. between.OPTION"POLYSTICK MTS' or POLYSTICK MTS PlusSelf adhering Rubberized Asphalt WaterproofMembrane Glass Fiber reinforced.POYGLASS USFPA: FL 31372.1UNDERLAYMENTSSELF ADHERING (PEEL & STICK)Self Adhered directly to plywood deck(or 'nailable underlayments' secured as noted above)w/ 3" min. horizontal laps & 6" min vertical lapsPETERSON ALUM. Co.EDGE-LOC 1.0 x 16" 24 Ga.STANDING SEAM STL. PANELSFastener: #10-13 x 1" long corrosion resistantpancake head screws @ 16" o.c. in fieldSee NOA installations details sheet providedNOA:17-1002.16EXP. DATE: 03-16-24- 59.75 (field)- 101.00 (perim. & corners)OPT.3080 ENTRY, OUTSWINGIMPACT RATEDW/ SIDELITES (OXO)PLASTPRO INC.FIBERGLASS, OPAQUESINGLE LEAFSEE ELEVATION SHEET+ 50.0 / - 50.0 PSF(OXO)PLASTPRO INC.2868 LANAI, OUTSWINGIMPACT RATEDFIBERGLASS, OPAQUESINGLE LEAFSEE ELEVATION SHEET+ 65.0 / - 65.0 PSFFPA:FL 17184.7 (R8)APP. DATE: 10-13-20FPA:FL 17184.5 (R8)APP. DATE: 10-13-20TO 1x pt bucks: 14" TAPCONS w/ 314" MIN. EMBEDTO 2x pt bucks: #9 x 2 12", & #10 x 2 12" wood screwsw/ 1 18" min. embed. HEAD: 6" off corners,SIDES: set 6" off corners & 14.25" o.c. betweenTHRESHOLD: 14" x 2-14" conc. screws 6" off endsTO 1x pt bucks: 14" TAPCONS w/ 314" MIN. EMBEDTO 2x pt bucks: #9 x 2 12", & #10 x 2 12" wood screwsw/ 1 18" min. embed. HEAD: 6" off corners.SIDES: set 6" off corners & 14" o.c. betweenTHRESHOLD: 14" x 2-14" conc. screws 6" off endsPLASTPRO INC.2868 LANAI, OUTSWINGIMPACT RATEDFIBERGLASS, GLAZEDSINGLE LEAFSEE ELEVATION SHEET+ 50.0 / - 50.0 PSFFPA:FL 17184.9 (R8)APP. DATE: 10-13-20TO 1x pt bucks: 14" TAPCONS w/ 314" MIN. EMBEDTO 2x pt bucks: #9 x 2 12", & #10 x 2 12" wood screwsw/ 1 18" min. embed. HEAD: 6" off corners.SIDES: set 6" off corners & 14" o.c. betweenTHRESHOLD: 14" x 2-14" conc. screws 6" off endsIMPACTLOW-E 366 INSULATEDGLASS TYPE 'A'NOA:17-1002.16EXP. DATE: 03-16-24MAGNOLIA_B_BOVE PERMITSET.dwg2/12/2021C1COVER1DRAWING INDEXC1COVER PAGEA1FOUNDATION PAGEA2FLOOR PLANA3ELECTRICAL PLANA4EXTERIOR ELEVATIONSA5ROOF PLANA6HVAC PLANS1ENGINEER DETAIL PAGES2ENGINEER DETAIL PAGESHEETDESCRIPTIONDATEREVBuilder:Project:SCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678A CUSTOM HOME FOR:GROZA BUILDERS, INC.MAGNOLIA ABANTHONY BOVE123 Eden Creek LaneJENSEN BEACH, FL. 34957(ST. LUCIE COUNTY)XCHRISTOPHER D. BEERS, P.E.FLORIDA LICENSE NO. 64594W A T E R - A I R - L A N D5109 Grand Palmetto WayNorth Port, Florida 34291-8049941-628-0635fax 413-687-9013chrisbeers@byu.net