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Home My WebLink AboutREVISIONSCANNED BY St Lucie Gaunt S O m s 3 g °_+ m 3 O s rr m o s O 2 o 3 - w s °9 o � N �. O s s V1 N O1 s- M m e a m B Cr O N N m 3 CL w a Z M M 0 to G S N v m 3 b ro 3 h H V H N 6 V w 1n 0 m V N m m N 01 RECEIVED 1UN 01 2018 Permitting Department St. Lucie Countv OFFICE USE ONLY: DATE FILED: REVISION FEE: SCANNED BY St Lucie County 1. ADDRESS: ON/SITF_cuador Way PERMIT # 1712-0735 RECEIPT # RECEIVED PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 1UN 01 2018 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 Permitting Department (772) 462-1553 FAX (772) 462-1578 St. Lucie County APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 3. CONTRACTOR INFORMATION: FILE COPY STATE of FL.REG./CERT. #: ST. LUCIE COUNTY CERT. #: 8898 BUSINESS NAME: orpora ion QUALIFIERS NAM, South U ADDRESS: �00 Hwy. 1 Suite CITY: Fort Nt. 12acle STATE: ZIP: 3495 PHONE (DAYTIME): FAX: 772T97F7-6T6 4. OWNER/BUILDER INFORMATION: NAME: Wynne Building Corporation ADDRESS: South8000 Hwy. Suite 402 CITY: STATE: FL ZIP: PHONE: (7721878-.5513 FAX: 772 8725-7656 5. ARCHITECT/ENGINEER INFORMATION: NAME BRADEN & BRADEN ADDRESS: CITY: PHONE(DA Revised 07/22/2014 S1 ZIP: REVISION \n\a -oil 3s Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 2L ga. 5v crimp metal roofing attached to plywood deck t wood screws with self sealing washer at 12" o.c. max spacir (type 2) 30 lb Palt underlagment installed with min. 4 sid laps fastened with corrosion resistant tin caps and with I.: spaced L o.c. at all laps and two staggered rows 12" o.c. deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION SCALE: 1/4" - 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal rooting FL 411651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 wood screws with self sealing washer at 12" o.c. max spacing over (type 2) 30 lb felt underlagment installed with min. 4 aide laps laps fastened with corrosion resistant tin caps and with 1.25' ring spaced L o.c. at all laps and two et�ggered rows 12" o.e. in fie deck to trusses using attachment detail on this sheet 12 4 SLOPS = Finished Floor _______________ 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION SCALKs 1/4" as I' -Of C /$" thick x 8"w cut floral finished stucco bands 12 SLOPE 4 COVERED PORCH Finish Columns with / 5/8" thick cut coral finished stucco bands 2kGulf Coast Supply and MFG 5v Cnmp Metal roofing FL #11651.12 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 itgpa 2) 30 lb Pelt underlagment installed with min. 4 side laps and V 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 stucco on typical concrete 5/8" thick x Saw cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4" as 1'-0" SCAM, BY 8t Lucie County RECEIVED 1UN 01 2010 -- 'Ming Department Lucie County OUA 1.5" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11431.12 ST MeD 26 d ga. 5v crimp metal roofing attached to plywood 'deck using #9 x 1.5" " woo screws with self sealing washer at 12' o.c. max spacing over ASTM D ank nails (type 2) 30 lb Pelt underlagment installed with min. 4 sidgg laps and 6" and Attach laps fastened with corrosion resistant tin cap& 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 detsi 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" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 SLOPE GRESS B -I BEA IN IRV 12„ IZ" H. ®❑®® p ®`: ®®®® ❑❑ ❑❑❑® e .. ` ,- q thick x 8% cut coral finished stucco bands FRONT ELEVATION SCALE. 1/4" as I' -Oa Product Approval Submittal Affidavit soLsduls swing Dear&, Owshaad Dann.smumaftnaDoss s. Dladoea a Opp � NOAM N1JlaiElli Product Now Manufacturer G mms Attachment method tion Dam of �p ovadpT&ab 239.3 Single Hung SH-100 Impact PGT 5/I6" s/ /eeeraU� vo 1/4iS m4 11,2$FL# imn,to rd= infti + 80.0 PSF: A IL-0330.02 Overhead Garage Door M_-0. 824/8h11 t =o• Max, ahsight DAB sir " ° �� to :. - i 10-9-21 + 50.q/-60.0 psf B FL# 14414.1 Fiberglass Deign Pro/ smith pro Jeld-Wen de aitli min L25' embedment at 3' max s atal oe. max thereafur m heed and iambs 76;:42 + 50.� _ PSF C FL# 251.5 Sliding Glass g Door Series 110 SGD PGT I" nom " "apw'waf��onp�s°�'al�Oe�ere G5A a/ man. 1 / entrati to edge dntanees speahed m r act approval + LO.C� - PSP Product NOA/FL NUMBER Model # Manufacturer Attachment Method uh. DDssi%aa-wirso Pr ore Tests mullionsInstall FL# 2M.1 I' x 2 3/4' x .395' PGT per fastener type and spacings shown in Table IA and IB in product approval on sheet 5 of 22. + 58.0 PSF Roof FL# IIL51.12 5V Crimp Metal Roofing Gulf and Coast Supply manufacturing 2L e. 5v crmp al rep attached to plywood deck using #9 x 1.5" ,,,,� ec*.es artA � raLng aesher at 12' o.e. max �paarq over ASTM D tl gpe 23 30 lb felt uderliiI, t metalled rth min. 1' atle"lyre and c' a laps flat!*ied rth corrosion resistant tin ceps end nth 1.25 ring na ■Dees L sic. at all and tao ste�sred rpsis 14' o.e. m R ,4 desk to trusses a"lrttecheent detea an roof plan - 108.5 PSF Siding stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install �^g 2' x 2' battens at L' o.c. screwed to adttt training using * x la 3'�5�ona nt eachtrust. nffllmlth�/s f t to batters using + 55.0 -35.0 PSF Hurrica Panels I I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) I i 2" x 4" top plate II 1/2' drywall tailing on truss bottom cord 1/2" drywall on 2" x 4" studs at IL" o.c. base -board ----\ 11 11 .-2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xV #10/10 WWM on L mil Viaqusen over clean compacted termite treated fill Interior Non-Bearmq Partition Braden t Braden AIAe PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 28-1-8258 Fax : (112) 281-8283 E-marl: bradenaiascomcast.net Wunne Building Corp. THE WINDSC 5 anish Lakes S . Lucie County Florida ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE Florida Bwlding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Budding Design is: Enclosed Risk Categorg_ II Wind Velocitg: IL5 mph ultimate Mean Roof Height: IIII'-OO" Roof Pitch. 4.12 Internal Pressure ant: t0_le Subjectabddg to damage from: Weathering: Negligible Termites: Vera Heavu Width of Rod End Zone: 3'-4a Wind Speed: IL5 mph ultimate Wind Exposure Cla"ifiction; C 1.21 x O.L 0.12L Adjustment factor or exposure Height: ASD desi Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; OADL+011311 Components i Cladding Wind Pressure (NET) Rod Zone. 1. +20.6/-32.6 pef Rod Zone. 2. +2p.L/-51.0 per Roof_ Zone: 3. +2S.L/-84.0 psf Components t Cladding Wall End Zone Width: '- ' 3366 gg Components ! Cladding Wind Pressure (NET) Wall cnee. 5. +35.8/-4'8I.1 pat Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3p&f Shear Wells Considered for Structure? Yps Continuous Load Path Provided?YYeeaa Are Components an Cladding DetTs Provided? Yes 11 nmum Sal Bearing Pressure:2.500 ba. Presia&btive: X By Toot: ON ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 pelf FLOOR LIVE LOAD: _A5- od FLOOR DEAD LOAD: oaf 0 ; Rod Zone I Walls Zone 4 Roof Zone 2 ® Walls Zone 5 END ZONE Corner Zones Rod Zone 3 JOB ADDRESS: \,� Model: Date Drawn Revisions : Sheet Comm ## REAR 3-28-18 5-23-18 Garage floor slope and PORCH Drawn bill. smoke detector revision C.C.U. 1. 15-1598 Impact RIGHT Checked bg: D.R.B. OF 5