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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: DATE FILED:�RECEIVED REVISION FEE: !f PERMIT # 1712-0153 RECEIPT # MAY 3 0 2018 ling Department St. Lucie County "'III PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION LORI r 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (7721 462-157R APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION I• LOCATION/S ADDRESS: an Luis Obispo 2• DETAILED DESCRIPTION OF PROJECT --_ REVISIONS: - -- `- Changing to Impact Windows and Addin slab off rear of home - 3• CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS ST. LLICIE COUNTY CERT. #: 8898 NAME: orporaition QUALIFIERS NAiv:' 111417=1 460 ADDRESS: South U wy. ui e 1 CITY: o ucle STATE: ZIP: PHONE (DAYTIME): - FAX: 772)878-7656 4• OWNER/BUILDER INFORMATION: NAME: Wynne Building Corporation ADDRESS: out wy. urte CITY: PHONE: (772) 8M-5513 STATE: FL ZIP: 49 2 FAX: (772) 878-7656 5. ARCHITECT/ENGINEER INFORMATION: NAME: BRADEN & BRADEN ADDRESS: CITY: STUART PHONE (DAYTIME): 2g7-8258 STATE: FL ZIP: 34996 s _(772) FAX: Revised 07/22/2014 \/{ 2 / g§o > - .. w 00 O w < ® ° m � 0 z © 6M ƒ (E3 E (g\ 2 ^ go CL o W § 3§ a): M ro � M 0 V§ Aw � @ 0 % Z j ■ ■ � w ® c MC / 0 � W, � - ( \ � o® n 6 '< e§ m > i M r ° o w ° Z " m ) \n > ( ko ^ j) 2 ro ° M \( > ) 2 k k ), § rL 3 ® 2 \ § c 0,< ° g ]� \ > . r 2 (Dƒ \ � � o r+ CU /41 ] ] Cr m a) § � M m ] d G 3 % CD CL 00 & 2 0 �4 ■ 60NJ . go J < B � @ 00 c WED MAY AO§ >.\.. - Permitting Department St. Lucie Dun FILE V..' py L•= Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5' wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps, and with 1.25" ring shank nails snP� aced 6" o.c. at all laps and two staggered rows 12" o.c. In field. Attach �ic t^ ti•uasas uainei nt t At-kmwnt riAt wl nn this AhAPAt coral t-IMlshea stucco banal 'r' / 0" thIGK cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood -deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max sipacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet �D / O T n[G; G I19i1L LexT urea stucco on tudical concrete RIGHT ELEVATION F_ Product Approval Submittal Affidavit Opsniad Sehsdula 8whV Doom Ovarheeid Doom &)hallo# Doom Vagizim a 31gUhb � Product Yodel Manufacturer Glass Attachment method Date � of Approved TaoU 1,2,3 94 FL# 239.3 Single Hung SH-'100 Impact PGT 5/1LM 1/4'�ia. tapcod ci a min. 1 3/ ' pon to i ° pm' p pp shad where to nn. edge bstances specified in Product approval + 80.0 PSF - A 16-0330.02 Overhead Garage Door Model 824/811 9' may. width DAB m on "Yal�,�ro s/r X V►� a sir e fi��'�' � jam, t y �It,-�s..as f k' :ems; F. to wad-s .ppra,►.i 10-4-21 + 50.0/-60.0 psf B FL# 16614.1 Fiberglass yeah pia Jeld-Wen Elco 1/4' ba. topcon with min 1.25' embedment at 3' max from corners and 11.5' o.c. max thereafter in head and jambs, + 50.0 PSF r `i FL# 251.5 Sliding Glass Door Series '1�10 SGD PGT I" nom Type "GSA" I/4' ddia. tapcor�e w/ min. I �3/� penetration to • Inili a I%7 edge disiopncsiaspecifiedr in Prodduct approval + 40.0 PSF Prioduct NOAX N IOM Yodel Manufacturer Attachment Method TINT t3on Date Design Pressure of Approved Teats Mullions FL# 261.1 I' x 2 3/4' x .315' PGT Install pe^ fastener type and acin s shown in Table IA and 15 in product approva' on sheet r of 2. + 58.0 PSF Roof FL# 11651.12 5V Crimp p Metal Roofing Gulf Coast Supply and manufacturing 2L a. 5v crisp metal r°ofing attached to plyaood deck wing $9 x 1.5' wood screws with self sealing washer at 12' o.c. max spacing over ASTM D rtyp• 2) 30 lb feh. underlayment installed with min. 4 .id.,laps and V end laps fs,toned with corrosion resistant tin ceps and with 1.25 ring shank nada spaced G o.c. at all laps and two staggered raw 12' o.c. in field. Attach deck to trusses using ettachnent detail -on rod plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12148.3 Model T4 12' vented Vinyl Soffit Kal}can Install using 2' x 2' battens at 6' o.c. screwed to soffit framing using #8 x 3' wood screws at each truss. Install soffit to battens using +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record } 5/8" thick x 8% cut coral finished stucco bands CI =\/ATI/lAI AI /ITGC Gulf Coast Supply and MPG 5v Crimp Metal roofing FL 811651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlayment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet is SLOPE 1 4 5/8" thick light textured / Finish Columns with stucco on typical concrete 5/8' thick cut coral block construction finished stucco bands REAR ELEVATION Overhangs at 1' -0" unless otherwise noted on Roof P la Roof pitch at 4:I2 unless otherwise noted ,any changes to this plan shall be submitted to the arch tect for approval in writing prior to starting construction. Return ALL Stucco Bands into Window or Door. is SLOPE 4 SCALE: 1/4' - 1'-0' 2' x 4' top plate base -board 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands 1/2" drywall ceiling on truss bottom cord I/2" drgwall on 2" x 4" studs at I L" o.c. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill interior Nor -Searing Partition nts SCALE: 114' = 1'-0" Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #111.51.12 2L ga. 5v crimp metal roofing attached to plywood deck using #4 x 1.5' wood screws with self sealing washer at 12" o.c. max sbacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails e aced 6 ". at all la a and two eta gored rows 12" o.c. in field. Attach deeck to trusses using attachment detal on this sheet RECEIVED MAY 3 Q 2018 Permitting Departme St. Lucie County SCANNED BY ST LUCIE COUNTY 1! - REVTC k TO FILE .OP 1/8' Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using ad nails. Substrate to be 19/32" CDX Plgwood nailed at V o.c. in field and edges with 10d ring shank galvanized _- nails into truss webbing. 12 SLOPE 4 " Imi 1-1 ICI ICI � � ICI ICI ICI I� ON �I ICI ICI I� 5/8" thick light textured stucco on typical concrete block construction RONT ELEVATION Braden t Braden AIA, PA UJ nne Buildin orp. Architect& - Planners 411 S.E. Coconut Avenue The Grdna Cdrlton Tel ('112) 281-8258 Spanish Lakes Fax (112) 281-8283 E-mail: bradenaiascomcast.net St Lucie Count FI rids, Stuart. FL 3499,6 #AAC000032 a 2„ I" `- -- 5/8" thick x 8"w cut coral finished stucco bands -0'-4" A.F.F. ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORI AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING iNFORMATiON (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Bwiding Design is: Enclosed Risk Category: 11 Wind Velocity: IL5 mph ultimate Mean Roof' Height:_ 11' -0 Roof Pitch: 4:i2 Internal Pressure oor icient: to -in Subjectability to damage from: Weathering: Negligible Termites: Vera Heava Width of Roof End Zone: 3'-4' Wind Speed: lt5 mph ultimate Wind Exposure Classification: C I. 1.21 x 0.L = 0.12L Adjustment factor for Exposure Height. AR devil n Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.L AR Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.4/-32.6 psf Roof Zone: 2. +20.4/-51.0 pot Roof Zone: 3. +20.4/-84.0 pal Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. + 5.8/-41.8 psf Components t Cladding Wind Pressure (NET) an Garage Door: +32.0/-40.3 pal Shear Walls Considered for Structure? yes Continuous Load Path Provided?XAM Are Components an Cladding Deta s Provided? Yes Minimum Sal Bearing Pressure: .Presumptive: X B Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENING ROOF LIVE LOAD: 3_ psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD:___ psf FLOOR DEAD LOAD: j2- psf = Roof Zone I Walls Zone 4 ® W = Roof Zone 2 alls Zone 5 END ZONE Comer Zama R *of Zone 3 JOB ADDRESS: MODEL: Date Drawn Revisions : 5--23-18 5-23-18 Smoke detector revision GARAGE Drawn bg: RIGHT C.C.U. Checked bV: D.R.B. Sheet Comm # j. 12-2 OF 5