The URL can be used to link to this page

Home My WebLink Aboutrevision 6-1-18W d N 3 20 W w Q D D v D v `? eD =w < 0 C S N m w 3 < a c m O 3 v N " m m m fe fD 0 m 3 rc m V V N N W V a N Ul W T 3 ro ro 3 N � 0 v w " O 3 oSi " 0 c iv m m v� a " ? s m 0 'D s i o n 3 — "0 On 3 S N c 0 UQ o < Cr .o fu O) S ao — m d M " fl- m fD M m 3 fD m 3 •a a d O " fQD O. re r O O d m a s 0 01 d 3 1 0 f 0 O 3 3 N 0 0 7 m 7 n `0 V' v M 3 c ;+ 0. :M (D f, 0 V f+ C N O M 4 W N C Q 3 QQ 0 -o d m -1 .4 M V z a V ~ N f m C v N n m N N 0 RECEIVED JUN 01 7018 Permitting Departmenr St. Lucie County OFFICE USE ONLY: DATE FILED- REVISION FEE: 1. LOCATION/SITE ADDRESS_.t11a Maria : Willa 2. DETAILED DESCRIPTION OF REVISIONS: SCANNECD PERMIT # 1712-0712 BY RECEIPT # (7 -um COUNTY PLANNING & DEVELOPMENT SERVICES RECEIVED BUILDING & CODE REGULATION DIVISION JUN 01 1818 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 FILE 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. L� CIE COUNTY CERT. #: 8898 BUSINESS NAME: Building -Corpora ion QUALIFIERS NAMEb South U ADDRESS: �800111) Wy t Suite 402 CITY: o UC1e STATE: FE ZIP: PHONE (DAYTIME): FAX: 7 -7 56 4. OWNER/BUILDER INFORMATION: NAME: Wynne Building Corporation ADDRESS: z5uuu Southwy.l Su1 e CITY: PHONE: (772) 878-5513 5. ARCHITECT/ENGINEER INFORMATION: BRADEN & BRADEN NAME: Finish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast Supply and 2G ga. 5v crimp metal wood screws with self : (type 2) 30 lb, felt ui laps fastened with corr raced 4" c.c. at all li deck to trusses using 1 5v Crimp >hotal roofing FL *11111.12 attachedi o plywood deck using #9 x I.S. washer at o.c. max s�acmg over ASTM D lentInstallwith min. 4 aide laps and L" end esistant tint caps and with 1.25" ring shank nails two staggered rows 12" o.c. in field. Attach ant detail on this sheet X 5/8" thick light textured O stucco on typical concrete +�• block construction 5/8" thick ;K 8"w cut coral finished stucco bands RIGHT ELEVATiON SCALE: 1/4' - 1'-0' 12 SLOPE '4 0'-0" = Finished Flooi GuIP Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 24 ga. 5v crimp metal roofing attached to plywood neck using #9 x 1.5" wood screws with self sealing washer at 11" o.c, max spacing over ASTM D (type 2) 30 lb felt underlay merit installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails reaced L o.c. at all lapis and two eta gored rows 12 o.c. in field. Attach ck to trusses using attachment detain on this sheet of W i.nwR r.611, i Vi ui 5L.u000 Uri 1,UPiGai G;UriGfCi.0 finished stucco bands block construction ELEVATION NOTES: REAR ELEVATION SCALE: 1/4' - 1'-0" RECEIVED JUN 01 2010 Permitting Department St. Lucie County FILE COPY /8" thick x 8"w cut ;ral finished stucco bands - Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof Itch at 4:12 unless otherwise noted l� Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 - L 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 Any changes t o this i s plan shall be submitted to the architect wood screws with self sealing washer at 12' o.c. max spacing over ASTM D 26 go. 5v trimp metal roofing attached to plywbod deck using #9 x 1.5' (type 2) 30 lb felt undarlayment installed with min. 4� side laps and L" and wood screws wit self sealing washer at 12' o.c. max spacing over ASTM D for approval In writing prior to starting construction. e p p g p g laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails (type 2) w Pelt underinymsi t installed with min. i side laps and L" and /� III ?aced L" o.c, at all laps and two staggered rows 12" o.c. in field. Attach lapsd6"fastened.with corrosion resistant tin caps dnd with c. ring shank Walla - Return ALL Stucco Bands Into Window or Door . dpaak to trusses using attachment dotal on this shoat eDaced L o.c. at all lope end two etaggered rolus 12 o.c. m field. Attach deck to trusses using attachment detail on this�sheet 1/8" Thick cut coral stucco over paper backed wrre lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 4" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 12 4 SLOPE OIL 4 SLOPE B'-I" T.O.B. 12" Sit-in T.O.B.H. 12" 2 . •. '. OJ4 74 1■ 5/8" thick x 8"w cut ■ . 5/8" thick x 8% cut ®®®® ❑ � 3 coral finished stucco bands coral finished stucco bands E:::n 3 b5/8" thick x 8"w cut coral finished stucco ands 5/8" thick light textured ® ® ®® iL stucco on typical concrete block construction = Finished Floor - - - - - - - - - - - - - - - - - - - - - - - - - - - - ar a Miuied Floor - - - - - - - - - - - - - - - - - - - - - -0 4 A.F.F. 5/8" thick light textured ��g'h hlclkmcutwith coral stucco on typical concrete block construction finished stucco bands LEFT ELEVATiON FRONT ELEVATiON SCALES 1/4' - 1'-0' SCALE: 1/4' - r-O' Product Approval Submittal Affidavit opowI to 8ahednL Being Doorm, overhead Doors. 811hding Doorm, wfudase & Slglighta Type1ffJltBSR Product Model# lfanutaoturer Ghtw Attachment method � film Desy of Approved TeoU 1.2.3 44 FL# 239.3 Single Hun g g SH-700 Impact PGT 5/I6" 1/4'�e. taps ✓ sun. I g/e' penetreu te ye W�ea ; pr� approval. C arrtraeter s�iall adhere to or, edge dstances sp tadl in Product approval -� I + 80.0 PSF - A IG-0330.02 Overhead Garage Door g 9,-Irl 824/gII 9- sex rrdgll IL'-O' sex hsiM DA6 "-�""� �s " q" a"r,,,', -°�" u a: ilirs �'ii' m.nvE'ir. 4 -� ram, - a seen m =J"'>'�ii 10-61 21 + 50.0/-LO.O PSI B FL# ILLi4.l Fiberglass smoonh Pro Jsld-wen j"G5A* Elea /4' din. ttaa��eon with even 5 embednenL at 3' sax from corners end'f1.5' oe. max thereafter in heed and pmha ± 50.0 PSF C FL# 251.5 Sliding Glass g Door Series 110 SGD PGT 1" Typeinn. I/4' �a. tapc:r ■/ on. 13/4' penstratroii o specs pa; pr uet approval. aeitrector air( mare to 2 1/2 adgo distances specified in Product approval + LO.O PSF - Product mokft Model / ifanufactutw Attachment Method tion Pressure D 011111 mullions FL# 241.1 r x 2 3/4' x .315' PGT Install per fastener tope and apac nops shown in Table IA and IS m pr1uuct approval an sheet 5 of Z1. + 58.0 PSF Roof FL# IIL5L12 5Y Crimp Metal Roofing Gulf and Coast Supply manufacturing 2d 5v metal rodmg attached o ptgwood deck wing #1 I ' a�ra�s with saV saalrp easier at I' oe. max �paemg over Ax8 M D typo 1) 30 W fall miderleysent installed i its".9' Ida ISand 0 and f toned nth c9iromen resistant tin taps and with 1.25' ring shank nals o.c. et ah � and two staggered rows 12 o.c. in field. Attach ek to tresses using attachment detail on rod plan - 108.5 PSF Siding Stucco on Block I FL# 12198.3 Model T4 12' vented yin I Soffit y Kagcan Install urng 2' x 2" battens at V o.c. scrow@4 to soffit framing using 68 x 3 good screws at each truss. Install fit to battens using 61,1" As x 1.5' lone ri.ie shank na111 with %/9" Olin head +55.0/-35.0 par - Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of I Record ) I 2" x 4" top plate 1/2' drywall ceiling on truss bottom cord base -board I/2" drywall on " x 4" studs at 14" o.c. 2" x 4" P.T. bottom plate SCANNED BY 3T LUCIE COUNTY \ 4" concrete slab with fibermesh OR VW #10/10 WWM on L mil Visqueen over clean compacted termite treated fill interior Non -Bearing Partition nts Braden it Braden AIA, PA Wynne Building Corp. Architects - Planners S.E. Coconut Avenue The Grand Carlton teerl : (172) 287-8258 Fax : (112) 28'1-8283 Spanish Lakes E-mail: bradenaieecomcast.net St. Lucre Count Florida A+iuirt 12-1',4gcic 2AA1 'nnnnA7 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) Islands Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading SoBdinQ Design is Inclosed Risk Catego"ry II Wind Velocity: ILS mph ultimate Mean Roof Height: '- Rod Pitch: 4:12 internal PressureCoefficient; tDj&_ SubJectabdity to damage from: Weathering: Neahaible Termites: Vera Heavu Width of Rod End Zone: 3,-4a Wind Speed: -ITS- mph ultimate Exposura Classification: C 1.21 x O.L 0.�2L Adjustment factor for Exposure Height: ASQ siggqq Land Cambmetion: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWLa O.LD LIAL towWmd Components 4 Cladding Wind Pressure (NET) loot Zone: 1 +20.4/2.L ps Rod Zone: 11. +20L/- 'I.0 par Rod Zone: 3. +202/-84.0 pd Components t Cladding Way End Zone Width: Components t Cladding Wind Pressure (NET)'- ' one: 4. +35.8/-38.1 palne Wall Zones 5. +35.8/-41.8 pat = Zone I all* Roof Z4 Componente t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3 Pat Shear Walls Considered for Structure? ee Continuous Load Path Provided? YYam�ss Are Components an Cladding Dew Provided? Yes Mingom Sal Bearing Pressure: si, Presumptive: X B Test: ps► 5 2 -Rod Zone Way. Zone S- ENO ZONE SEE RODUCT P ROYAL F R IM A T P O E TiON FOR O E IN S- Corner Zones Roar Zara 3 ROOF LIVE LOAD:.- pat ROOF DEAD LOAD: 1O pal FLOOR LIVELOAD- _iL_ of FLOOR DEAD LOAD: 1O d JOB ADDRESS: \C)i \ Aq \Nk� Date Drawn Revisions : 5-23-18 5-23-18 Smoke detector revision GARAGE LEFT Drawn by: C.C.U. Checked by: D.R.15. Sheet Comm tt j . 12-2� OF 5