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Home My WebLink Aboutrevision plan for #4 revision\nv�) �C)�u 2G ga. 5v crimp metal roofingyattached to'plywood deck sing 49 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 1.2 ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION 12 SLOPE 14 OVERED ORCH thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL U11451.I2 24ga. 5v crimp metal roofing attached to plywood deck using 49 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 L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet 12 4 SLOPE PER GRESS 3 0'-0" = Finished Floor 5/8" thick light textured stucco on typical concrete LEFTELEVATION block construction SCALE: 1/4" = 1'-0" 2" x 4" top plate base —board Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 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 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 a.� aw 5/8" thick x 8"w cut coral finished stucco bands 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" O.C. 2" x 4" P.T. bq.C'tom plate 1 COVERED PORCH IU�r'JI 5/8" thick light textured ---RECEIVED JU"l 21 2018 �- Wile County, Permitting 12 SLOPE 4 II I FGRESN N 2" stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION SCALE; 1/4" = I'-O" Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 411451.12 24 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" (tywoope 2)ews 30wit lbh felt underlaymenteinstalled with min. 4paAide lapsranASTM S6 Mend 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 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 SLOPE 8'-1" BEARIN Finished Floor t-fiR<ONT t7-Ltz-ATION 'HESE PLkI- 4RESUSJE;:, : A:.I ""'')SEDWORK `�':QUIRED r .. " -TiONS +aAY BE NEC. FRS THAT 'IMPLY WIT,... .. --l4TO ALL MANUFACTURES `.ABI.cS SHOWING U FACTORS AND Sr C. OMPUANCE WFIH FBC EVER.?.'+ ?:.)`I MUST REMAIN ON ALLpC:v'ui .trJi WINDOWS UNnLINSPECTIC; 'of ''" "ROVED "rrCr ..;: �D FASTENERS OR,;nACHMENM AA: THE AES'DNSgil+ryOf THE CONTAACTON OF ni'ORD \ 4" concrete slab with fibermesh OR L"xL" 410/10 WWM on L mil Visqueen over clean compacted termite treated Fill Interior Nor —Bearing Partition nts Braden it Braden AIA, PA Wgnne Building Corp. Architects - Planners S.E. Coconut Avenue THE- H WINDS C Tel el (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiascomcast.net Spanish Lakes Stuart. FL 34996 #AACOOOOS2 St. Lucie County Florida ST. LUCIE COUNTY U ILD .. - SCALE: 1/4" = I'—O" REVIENNEDFOR LIANCG REVIEMID BY o` DATE - • s PLANS t PERMIT D'fUST BE KEPT ON JOB G:: N —INSPECTION WILL BF, MADE. ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PER ITTING INFORMATION (FORM 100) Florida Building Building Design ode Residential: Lth Edition and ASCE 1-10 for Wind Loading *:Enclosed Risk Category• II Wind Velocity: I45 mph ultimate Mean Roof Hei ht:�� pp Roof pitch: 4.12 Internal Pressur� Coefficient: to -is Subjectabilitg t damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: Adjustment factor C for Exposure Height: 1.21 x 0.4 = 0.124 qa 1 i M oiTCN Load Combination: ASO desiggn ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.4 psf Roof Zone: 2. +20,4/-51.0 psf Roof Zone: 3. +20.t /-84.O psf Components t Cladding Wall End Zone Width: Components t laddin Wind Pr(N g assure ET) Wall Zone: J. +35.8/-38.1 psf = Roof Zone I Wall Zone: S. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pef Shear Walls Con idered for Structure? Yes Continuous Load Path Provided? `(es ® = Roof Zone 2 Are Component an Cladding Dat s Provided? Yea Wails Zone 5 Minimum Soil Bearing Pressure: 2.500 pal. Presumptive: X By Test: END ZONE SEE PRODUC APPROVAL FOR psi IMPACT PROTECTION FOR OPENINGS - = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD:.J5 psf FLOOR DEAD LOAD: 10 baf JOB ,4DU1 DRESS:� 1 Model: Date Drawn Revisions : Sheet' REAR EAR 5 22-18 Drawn by: M�l f:)oRCH C.C.U. RIGHT Che ked by; F11C C D.R.B. OF 5