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HomeMy WebLinkAboutREVISIONT.O.S. 0'-0" = Finished Gulf Coast Supply and MFG 5v Crimp Metal roofing I #11451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment Installed with min. 4 aide laps and 6" 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 12 4 SLOPE © c thick light textured stucco on t prcal concrete block c nstruction — — — — — — — — — — — — — — — — — — — — — — — — — — — t — — — — — — — — — — — — — — 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION t-Lt.-- VA I I U N SCALE: 1/4" No P—O" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11491.12 24 ga. 5v crimp metal roofing attached to plgwood deck using• #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing ter ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 aide ter and L" end laps fastened with corrosion resistant tin caps and with 1.25" �ing shank nails spaced L' o.c. at all laps and two staggered rows 12' o.c I field. Attach deck to trusses using attachment detail on this sheet 2„ .H. 5/8" thick x 8% cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands MOTES: Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1,5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment 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 12 �S OPE 4 FILE COPY REVISION 8'—I" T.O.B. 12„ -4. O H C 0'-0" = Finished Floor 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 I'—O" unless otherwise noted on Roof Plan — Roof pitch at -f:12 unless otherwise noted — Ang changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — Return ALL Stucco Bands Into Window or Door. 12 SLOPE 4 5/8" thick x 8"w cut ❑ cord finished stucco bands 3 5/8" thick light textured stucco on tgpical concrete block construction -------------------'-----------------------!------------------- RIGHT ELEVATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, llindowa & Skylights OTpype NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method E 9iration ;%a Des of Approved Pressure Testa 1,2,3 t4 FL# 239.3g Single Hun SH-100 Impact PGT 5/I6" 1/4" din. tapccns w/ min. 13/a" penetration to ye spaced per product approval. Contractor shall adhere to min adga datancea specified in Product approval + so.. - a PSF A I4-0330.02 Overhead Garage Door Model 824/811 9'-4" max, width IL'-O" max height DAB u s pp 'ay.re. Cs ie R",Hi, CIL." '" m a° 0.G th '(I) 6/I� I S % f�1°ehr� i�ii"pri°"m':"erra`ok�.e inn inn, yr i. s. st . - - ;c t° otn t° °dh°r" to prcaet ypr",Pe 10-9-21 + 50.�/—LO.O oaf FL# 16414.1 Fiberglass ProB Smoogth Pro/ Jeld-Wen Elco 1/4' die. tapcon with min 1.25" embedment at 3' max from corners and 11.5° o.c. max. thereafter m heed and iambs. + solo PSF C FL# 251.5 Sliding Glass g Door Series 110 SGD PGT IN nom Type ' G5A " 1/4" ciia. tapcor=s w/ min. 13/ snetration to be space psi pr t approval. o�tractor shall adhere to min. 2 I/2 edge distances specified in Product approval + 6010 - PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method Expiration Date Design of Approved Pressure Teats MullionsInatall FLU 2GI.1 IN x 2 3/4' x .316' PGT per fastener type and spacings shown in Table IA and IB in product approval on sheet 6 or 22, + 5 .0 PSF Roof FL# 11651.12 5V Crimp Metal Roofing Gulf and Coast Supplg manufacturing 2L ge. 5v crimpp metal roofing attached to plywood deck using a9 x 1.5' wood screws wsth self sealing washer at 12' o.c. max sgacing over ASTM D nape 2) 3o ib felt underlagment installed with min. 4 side laps and L" and laps fastened mth corrosion resistant tin ceps and with 1.25" ring shank nails spaced L c.c. at all laps and two staggored rows 12' o.c. in field. Attach deck to trusses using attachment distal -on roof plan - I�8.5 P5F Siding stucco on Block Model T4 12" vented Install using 2" x 2" battens at L" o.c. screwed to soffit framing using Mod Soffit FL# 12198.5 MVinglod Kagcan Soffit ire x 3' wood screws at each truss. Install soffit to battens using +55.0/-35.0 PSF 0 12" do- x 1.5" Iona rind shank nails with S/8" to, head, Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) SCALE: 1/4" No 1'-0' SCALE: 1/4' - 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL MIL51.12 26 ga. 5v crimp metal roofing attached to plgwood clack using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpa 2) 30 lb felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin tags and with 1.25" ring shank nails s aced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach dpeck to trusses using attachment detail on this sheet T.O.B. O a❑ ❑ 5/8" thick x cut n coral finished stuccoo bands Finished Floor Finish Columns with �,i'� 5/8" thick light textured 5/8" thick cut coral stucco on tgpical concrete finished stucco bands block construction FRONT ELEVATiON 2" x 4" top plate II 1/2" drywall ceiling on truss bottom cord I/2" drgwall on 2" x 4" studs at IL" o.c. base—board� 11 11 i 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 6 mil Via queen over clean compacted termite treated fill Interior Non —Bearing Partition nts Braden It Braden AIA, FA Wynne Building Corp. Architects — Planners 41-1 S.E. Coconut Avenue THE STERLING Tel : (112) 281-8258 Fax : (712) 281-8283 S anish P Lakes E-mail: bradenaiaMcomcast.net St. Lucie County Florida Stuart_ FL S4994 #AAC000032 1/8' Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 SCALE: 1/4' = 1'-0" 2" SCANNED RECEIVED BY 1UN 01 7018 3T LUM COUNTY Permitting Department St. Lucie County --� 5/8" thick x 8"w cut coral finished stucco bands 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 Buildin Design is: Enclosed Risk Categorgg: II Wind Velocrtg: 11.5 mph ultimate Mean Roof Height: II'-O' Roof Pitch: 4.12 Internal Pressure oe rcient: ±0.18 Subjectabditg to damage from: Weathering. Negligible Termites: Veru Heavu Width of Roof End Zone. V-4" Wind Speed: I65 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.124 Adjustment factor for Exposure Height: ASD design Load CombInation: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL: O.LDL+O.(.WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 pat Roof Zone: 2. +20.4/-51.0 pal Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38,1 oaf Well Zone: S. +35.8/-41.8 oaf Components it Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pat Shear Walls Considered for Structure? yes Continuous Load Path Provided? yes Are Components an Cladding Details Provided? Yes Minimum Sal Bearing Pressure.2,500 par, Presumptive: X Bg Test: pa SEE PRODUCT APPROVAL F R IMPACT P O ECTION F R OPENING ROOF LIVE LOAD: 31 oaf ROOF DEAD LOAD: 10 oaf FLOOR LIVE LOAD: __1_5_ oaf FLOOR DEAD LOAD:_LQ_ oaf JOB ADDRESS: MODEL: Late Lrawn misivisions 5-24-18 REAR Drawn bg: PORCH RIGHT C.C.U. Checked bg: D.R.B. _.._.iTw I 0 = Roof Zone I Walls Zone 4 ® = Root Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Sheet Comm 16-301 OF 5