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Home My WebLink AboutREVISIONOFFICE USE ONLY: DATE FILED: -.5-1 N I C./ PERMIT # 1712-0740 REVISION FEE: I S ?`g RECEIPT # 5 I 7 7 1. LOCATION/SITEuestra Isla ADDRESS: 2S N 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: �, J... , QUALIFIERS N 80U6 South U� ADDRESS: 800 wy CITY: Fort St. Lucie PHONE (DAYTIME): NG & DEVELOPMENT SERVICES RECE"o DING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE MAY 3 0 P018 FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 Permitting Department St. Lucie County TION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION COUNTY CERT. #: 8898 TE: ZIP: •'`17J FAX: T' -7 6 SCANNED m BY D St (UCIP, C -1 -i o m m �* o z m 0. 0 m m E In 3 c N Z R!�42-m m - f ry C .G .* E?. N D V1 70 0 a) v 9 d 3 n m a0o a' m 0 0 w 0- m V 0 mm z D 3 ao 1.., c v m D m 3 w 0 3 G n en N G ro m 7 00 '1O �WN 03 D D m N 07 D 7 Z O AO C D0 N Z D rt Crw s n m >s X Cn D vOi 3:E 0 3 N V D D v _ _ v m W w 0 w 'O m D -1 D m f• m m mu m — � 3 ro m n °° 3 m D °. c .. m 3 tD. 0 m 'D 3 3 0 w G N ry O. ffD 3 w 9 (( m to m N m 3 V 'O o3 O 0 A N C OR1 0 V m FL _? 00 8 w un V 00 O N N 4. OWNER/BUILDER INFORMATION: D v NAME: Wynne Building Corpora ion ADDRESS: 8000 Soutliwy. I Suite 402 w CITY: STATE: FL ZIP: 34952N PHONE: FAX: (772) 878-7656 - N 00 5. ARCHITECT/ENGINEERINFORMATION, NAME: BRADEN & BRADEN ADDRESS: CITY: STUART STATE: FL ZIP: 34996 PHONE (DAYTIME): 772 287-8258 FAX: Revised 07/22/2014 R ISION FILE COPY R%WED MAY 10 7nt9 permittin, _-: ,,.cment St. Lucie County GuIP Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 2L ga. 5v enmp metal roofing attached td 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 aide lapa and L" end lope fastened with corrosion resistant tin tope and with 1.25" ring shank Wads spaced L o.c. at all laps and two eta�gerad rows 12 o.c. in field. Attach �� 4n f•iaua uamn w }vluwww� .Iwi sir nn lLrn al.ww� b/0" thicK cut coral coral rinisilea stucco Danes finished stucco bands RIGHT ELEVATION SCALE: 1/4' - 1'-0' Gu" Coast Supply and MFG 5v Crimp Metal roofing fL #IIL51.12 2L 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 Ili Pelt underlayment metalled with min. 4 aide laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nsila spaced L o.c. at all laps and two staggered roue 12" o.c. in field. Attach deck to trusses using attachment detml on this sheet 12 4 1 SLOPE_ M ELEVATION MOTES: Gult Coast Supply and Mr 5v Crimp Metal roofing FL *11G51.12 2L a. 5v trim metal rooting attached to plywood deck using #9 x 1,5• Ioo screws self sealing washer at 12" ox, max spacing over ASTM D (type 2) 30 lb Pelt underlagment Installed with min. 4 wide laps and V and laps fastened with corrosion resistant tin caps and with 1.25" nng shank nails spaced G o.c. at all laps and two stagggered rows 12 o.c. in held. Attach deck to trusses usina attachment detail on this sheet Wf V b11116R a011.16 11 DI stucco on Lypicai concrete finished stucco bands block construction REAR ELEVATION - Overhangs at I'-C" unless otherwise noted on Roof Plan - Roof pitch at I 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" °" ■ 5/8" thick x 8"w cut ■ 3 coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction FinishedF — — — — — — — — — — — —'— — — — — — — — — — — — — — — — — — — — — — —i— — — — — — — — — — — — — — — — — — — — — — — — — — LEFT ELEVATION Product Approval Submittal Affidavit Opening8ohadnL svhw Doors, overhead Doorw,laidift Doorm, Moderns & MWU&ta NIJI� Product Model # Msnufaoturexr Glass Attachment method FL# 239.3 Single Hung SH-100 Impact PGr 5/10 1/4" a. tape s a/ min. minr p�uct approv1e13/CXn9traUsiaroaeors to distance* specified in Product approval + 80.0 PSFt4 — A IG-0330.02 Overhead Garage Door h(orJ(el y- widt I t = • may - tiny DAB * 'x "` r = sr .*�. m.�"e" r " r �" ' to e roomt 10-9-21 + 50.0/—LO.O par FL# ILLl4.1 Fiberglass Desi n Pro/ Snoogth Pro Jeld—Wen Lilco I/ din. t son art an . 5" smbednsnL at 3" six from corners an� 1.5• 0, max thereafter m hoed anrl' pmba ± 50.0 PSF C FL# 251.5 Sliding Glass g Series SGD ii0 PGT 1" nom " "spats 1/4' $a. tapco�rs w/ ma I l3/4' onotrado�i o be ge; psi utt approva. C raetor all adhere to + LO O PSF Door Type G5A inn. 2 1 2 sdge distances specified in Product approval — Product � Model, # Manuthotttrer Attachment Method �g� c ratia DateFL# Dealga, Pressure mullions 261.1 r x 2 3/4' x .316' POT Install per fastener type and apIII shown InTable IA and IB in product approval on shoot 5 of 22. + 58.0 PSF Roof FL# IIL51.12 5Y Crimp Metal Roofing Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal roormo attached tQ plywood deck using a9 x 1.5' wood screaa with self sealing washer at 12 a. max spscrag over ASTM Itypa 2) 30 lb felt andarlagmant installed wit an. 1' ddel laps and 6' and laps fgstened with c onion resistant tin caps and with �25" ring shank nsi4 ssppaered L a'i�grymps and two staggered rows 12 o.e. in field. Atiseh daek t.o trusses using attaehmant dotal an roof plan — 108.5 PSF Siding Stucco on Block Model T4 12' vented Install using 2" x 2" battens at 6' o.c. scr wed to soffit framing using +65.0/-35.0 PSF Soffit FL# 12198.3 Yin I Soffit Kaycan #8 x 3 wood screws at each trues. Install'sof it to battens using (( 1111 Arw v I C" "m ,." " nnL, nwd" 11 A/RI" Ara I.waA Hurricane Panels I I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) I SCALE: 1/4' - 1'-0* e- SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood neck 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 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 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 12" H. ®®®® : 22" J K 5/8" thick x 8"w cutEl coral finished stucco bands �o ®®� ®®®® R 2" x 4" top plate I/2" drywall ceding on truss bottom cord base —board I I drywall on III x 4" studs at 14" o.c. 2" x 4" P.T. bottom plate 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION \ 4" concrete slab with fibermesh OR 0XV #10/10 wwM on 6 mil Viaqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden it Braden AIA, PA W(gnne Building Corp. Architects - Planners S.E. Coconut Avenue The Grand Carlton Tel el BFax (112) 287-8258 : (112) 281-8283 Spanish Lakes E—mail: bradenaiaecomcast.net St. Lucie Count Florida PL %4gc1L ttoor_nnnn�s2 RECEIVED MAY 3 01018 Permitting Department /8" thick x 8"w cut )ral finished stucco bands Ajunoa alonj 3S As (33NNI r<�ilISIONI 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 1"I CDX Plywood nailed at V o.c. In field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4' - 1'-0* FILE COPY 12„ thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick 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 Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading 9uildurg Design is: Enclosed Risk Cate II Wind Volocitg: IS5 mph ultimate Mean Heights '- • Roof Rod Pitch: +12 internal Pressure I iclent: t0_i8 SubJectabditg to damage from: Weathering: Negligible Termites: Veru Heavu Width of End Zone: 3'-4' Wind Speed: ultimate -JAL -mph Wind Exposure Classification: C 1.21 x 0.6 = 0.�26 AdJwtment factor for Exposure Height: ASDesign a Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.6WL. OA0L 61111. Components t Cladding Wind Pressure (NET) Rod Zone: I. +20.6/-32.6 psf Rod 2. Zone: +20.6/-51.0 pot Rod Zone: 3. +20.6/-84.0 pal Campaients t Cladding Wall End Zone Width: �'-. 0 Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf p - Roof Zone I Wall Zone: 5. +35.8/-4'1.8 pal Wells Zone 4 Components t Cladding Wind Pressure (NET) an Garage Door. +32.0/-40.3pot Shear Waits Considered for Structure? yes M • Roof Zone 2 Continuous Load Path Provided? Walla Zone 5 Are Components an Cladding De� Provided? Yes END ZONE Minimum Sell Bearing Pressure: a, Presumptive: X B Test: psi SEE RODUC P RO AL F R IM A T P O E TION F R O E IN $= Corner Zones Rod Zone 3 ROOF LIVE LOAD: 3— pal ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: _ff_ tat FLOOR DEAD LOAD: 10 Pat JOB ADDRESS: 26 Date Drawn Revisions : Sheet Comm # GARAGE 5-23-18 5-23-I8 Smoke detector revision // LEFT Drawn a 12 — 2 k C.C.U. Checked bg: D.R.S. OF 5