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Home My WebLink AboutREVISION 6-1-181 3 O ro m c W C N ID C V m 3 N N M O 6 N rD �. ga rD 3 O O y 3 O T n O M_ d0 Q 7 fD c o „ o- (D 3 M 8 a 3 y a) w U O n y S N3_ N CL J Cr m N w CU 3 rt N V 'O CL 0) O " c- v c ro ^' w o 4 .* m CL 60 N B � w v � 0" 3 d r rn n TO 3 00 rE g M, mJ q10 oa7z N J ND G N Z mC m D M N -i IR m D D xro � N � ro D J w mcc N Ol RECEIVED JUN 01, 1018 Permitting Departmen- St.. Lucie Counter SCANNED OFFICE USE ONLY: BY St Lucie County DATE FILED: I I PERMIT # 1712-0730 REVISION FEE: —13RECEIPT # RECEIVED PLANNING & DEVELOPMENT SERVICES JUN 01 1016 BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE Permitting Department FORT PIERCE, FL 34982-5652 St. Lucie County (772)462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SjjFj)anzar ADDRESS: 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: FILE COPY 3. CONTRACTOR INFORMATION: . STATE of FL REG./CERT. #: ST. LVCIE COUNTY CERT. #: 8898 BUSINESS NAMAEME orpora Ion QUALIFIERS DS N 800b South US rlwy. I Suite 402 CITY:Fort M. Lucie STATE: FE ZIP; 3495 PHONE (DAYTIME): FAX: 7 -7 6 OWNER/BUILDER INFORMATION: NAME: Wynne Building Corporation ADDRESS: 8000 SouthHwy. I Suite 402 CITY: STATE: FL ZIP: PHONE: (772)878-5513 FAX: (772)878-7656 ARCHITECT/ENGINEER INFORMATION: 0 NAME: BRADEN & BRADEN ADDRESS: CITY: STUART STATE: FL ZIP: 34996 PHONE (DAYTIME): (772) 287-8258 FAX: Revised 07/22/2014 5 k h > m Finish Columns with /8" thick cut coral nished stucco bands 5/8" thick x 8"w cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 21. 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. -4o side laps and b" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L" o.c. at all laps and two staggered rowel 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE COVERED PORCH 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATiON SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing L #U51.12 24ga. 5v crimp metal roofing attached to plywood d ck 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 L" end 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 M u 11EGRES1 U 5/8" thick light textured stucco on typical concrete block construction 12 SLOPE 4 - - - - - - - - - - - v - - - - - 5/8" thick light textured stucco on typical concrete block construction RIGHT ELEV/4TiON SCALE: 1/4" = I'-O S Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced b o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet �0 LAJ� 1 // 5/8" thick light textured 5/8" thick x 8% cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION 12 LOPE 14 SCALE: 1/4' = 1'-0" Gulf Coast Supply and MFG Sy Crimp Metal roofing FL #11451.12 24 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 IV end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet �I2 EGRESS O. .H. 5/8" thick x 8"w cut coral finished stucco bands Product Approval Submittal Affidavit 2 x 4" top plate base -board - �f..� ^S.'4.:`JA:. wf?Y:.`,ili'_i:yi:?:/f�. ..,..�;. ••� ..�•...:..':;:; :.��:.:/.•:..:!;, i��:? ',¢i^�i>' 1/2" drywall ceding on truss bottom cord I/2" drywall on n 2 x 4 studs at 16 o.c. 2" x 4" P-T. bottom plate "I'.;;:(.i'.if:: Ali P:+✓.:.. ::rr.i." :;t,-+... - •��i" Opening Schedule Swing Doors, Overhead Doors, Sliding Door0. Windows k Skylights Opening Type NOA NUM II Product Model # Manufacturer Glass Attachment method ZEST E�sipltation Date Design Pressure of Approved Tests I"2.3 t4 FL# 239.3 Single Hun 9 9 SHp100 Impact PGT SAL" I/4" die. tepcons w/ min. 1 3/8" penetratto to be apxad per produet approval. Contractor Is all adhere to nn edge detentes apecitred in Product approval + 80.0 PSF - A IL-0330.02 Overhead Garage Door Model 824/811 9' 4' az height DAB sa "v«t se' ' �. "'i' "aC"" ""Pk10 Mocks gu"ck c luPekccdS r to W �h �.to l n �.wa 10-9-21 + 50.0/-60.0 par B FL# 16614.1 Fiberglass Deal Pro Smooth- Jeld-Wan Elco 1/4' die. tapcon with min 1.25" embedment at 3" max from corners and 11.5' o.c. max. thereafter in head and jambs. + 60.0 PSF C FL# 251.5 Sliding Glass g Door Series 110 SGp PGT 1" nom Type GSA" 1/4' dia. tapcons w/ min. 1 3/4' penetration to e spaced par product approval, Contractor shall a here to min. 2 I/2" edge distances specified in Product approval + 60.0 PSF - Product NOAA1 NUMBER Model # Manufacturer Attachment Method T Ezpuration Date Design Pressure of Approved Teats Mu1110nS FLU 241.1 1" x 2 3/4" x .315' PGT Install par fastener type and spocting2 shown in Table IA and IB in produet approval on sheet 55 22 + 58.0 PSF _ Roof FL# 11451.12 5V Cnm p Metal Rooting Gulf Coast Su I in y and manufacturing 26 qa. 5v cmp metal rodmg attached tto Phil deck using u9 x 15" wood s�ro a with self sealing masher at 12" O.C. max spacing over ASTM O (tgpa 2) 30 lb fait undarlogsant installed with min. 4' side laps and L" and laps fastened with corrosion resistant tin coos and with 1.25" ri shank narL p asp ced L ox. at all laps a two sit red rows 12' o.c. in field. Attach spa p �d asps deck to trusses using attachment Betel on root plan - 108.5 PSF Siding Stucco on Block Model T4 12" vented Install using 2' x 2" battens at V o.c. screwed to soffit framing using Soffit FL# 12198.3 Kagcan Vinyl Soffit #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 \ 4" concrete slab with fibermash OR Vxb" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non- Searing'artition nts Braden 1 Braden AIA, FA Wwrne Building Corp. Architects - Planners 411 S.E. Coconut Avenue T H E R O Y A L S Tel : M2) 281-8258 _ Fax : (112) 281-8283 5 apish Lakes E-mail: bradenalaecomcast.net g" Lucie County Florida Stuart FL 34994 #AAC000032 FRONT 2'-2" E FILE COPY 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using led nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 L111111mirmol ��I IM'oJ IJ I� LEVATION SCALE: 1/4" = 1'-0' alp RECEIVED JUN 01 7l Permitting Departmeni St. Lucie County ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Budding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category. ii Wind Velocitg: IL5 mph ultimate Mean Roof Height: Roof Pitch: 4:12 Internal Pressure oe icient: ±0.18 SubJectabdity to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x O.L O.126 Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LIDL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.L oaf Roof Zone: 2. +20.L/-51.0 pat Roof Zone: 3. +20.0-84.0 oaf Components t Cladding Wall End Zone Width: '- " Components t Cladding Wind Pressure (NET) all Zone: 4.+35.8/-38.1 oaf Wall Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3pat Shear Walls Considered for Structure? yes Continuous Load Path Provided? as Are Components an Cladding Oet� Provided? Yes Minimum Soil Bearing Pressure: 2 500 psi. Presumptive. X Bu Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENING ROOF LIVE LOAD: 31 _ oaf ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: 45 oaf FLOOR DEAD LOAD: 10 oaf ED = Roof Zone I Walls Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 JOS ADDRESS: ' �l MODEL: Date Drawn Revisions Sheet Comm # GARAGE 3-28-18 5-23-18 Smoke detector revision RIGHT Drawn by: SCANNEC G.C.U. BY Checked by. St Lucie County D.R.B. OF 5