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Home My WebLink AboutREVISION-A m gM, a pin D Ww i 7' I1 O mm *ZD m0 m m i v,*3 E N Z Rp .'D p N 3' N 7 iR N N W C w� m pB 0)i am �'o mC D In N 3 S C 7 n N .Z N � n ❑ 3 D = m �^ 4 n F, n-4 w m m D < d m o w o N c $ Z v o m S� w 3 '� D D 3 O Gl V D -p n 3= O G N 'p v�i 3 N m A Z D m 3 3 ro o ° M 3 ea mum D m . o' 0 O/ N K N 7' m — w m fD M n 3 B Cr m N N B a d o a N C n C V •+ a)C. � N Ul v v W G N w N OFFICE USE ONLY: DATE FILED: J 3r REVISION FEE: I. LOCATION/SITE73 Gorrion ADDRESS: 139 2. SCANNED BY PERMIT # 1712-0714 jT I_`JCi VI:_. RECEIPT# 1 PLANNING & DEVELOPMENT SERVICES RECEIVED BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE MAY 31'7018 FORT PIERCE, FL 34982-5652 772 462 I ( ) - 553 FAX (772) 462-1578 Permitting Department St. Lucie County APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF REVISIONS: 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LVCIE COUNTY CERT. #: 8898 BUSINESS NAME: Wpine olpora ton ADDREFSISE.RS N 800b South U wy. ut e CITY: o Lucie STATE: ZIP: 3495 PHONE (DAYTIME): FAX: 77 6 4. OWNER/BUILDER INFORMATION: D NAME: Wynne Building Corporation ADDRESS: SUM SouthHwy. I Suite 402 —' CITY: STATE: FL ZIP: 34952 w PHONE: (772) 878-5513 FAX: (772) 878-7656 N 5. ARCHITECT/ENGINEER INFORMATION: 00 NAME: BRADEN & BRADEN ADDRESS: 417 COCONUT AVE. RECEIVED CITY: STUART STATE: FL ZIP: 34996 � " PHONE (DAYTIME): (772) 287-8258 FAX: R L _ MAY 31 7018 RaviseA 07/22I2014 Permitting Department REVISION St. Lucie County FILE COPY FILE COPY r� �G ga. 6v enmp met' wood screws with self It 2) 30 lb felt laps fastened with co Braced L' o.c. at all sck to trues. urnn ached to', plywood deck using #9 x 1.5" it at 12" o.c. max spacing over ASTM D installed with min. 4 aide laps and 6" end ant tin caps and with 1.25" ring shank nails stapered rows 12" o.c. in field. Attach .istm. .w ti.. ai.sst corai i inisnea stucco oanas b/ 0-' LnICK cut Coral finished stucco bands LEFT ELEVATION SCALE: 1/4' Gulf Coast Supply and MFG 5v Crimp Mel al roofing FL #11451.12 26 d ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woo screws with sell sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" and 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 onthis sheet 5/8" thick x 8"w cut oral finished stucco bands 7 ',�z \-5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION 5/8" thick x 8"w CL coral finished stucco banc ELEVATION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga- Sv 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 aide laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails a aced 6" o.c. at all la s and two staggered rows 12" o.c. in field. Attach i. •_ •...._.._ .—. .I't._.—O .ist.... ti.,..i.sst stucco on T. pica! concrete vi v 6111�r. 4U6 �Vl ul block construction finished stucco bands REAR ELEVATION — Overhangs at 1'-0" unless otherwise noted on Roof Plan — Roof pitch at 4:12 unless otherwise noted — Any 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 SCALE: 1/4' - P-O' 2' x 4" top plate base -board 5/8" thick x 8"w cut coral finished stucco bands = Finished Flw Finish Columns with ow. io 5/8" thick cut coral finished stucco bands 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 16" o.c. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Searing Partition nts Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all lapis and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet RECEIVED MAY 31 7010 Permitting Department St. Lucie County REVISION FILE COPY 1/8' Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb Pelt using ad nails. Substrate to be 19/32" CDX Plgwood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 8'—I" T.O.B. jh 2" 12" .H. ® ® ® ® H. ®® 5/8" thick x 8"w cut O 0 coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION W(unne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida SCANNED BY !_UCIF COUNTY ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSINI OCCURS BETWEEN THE BUYER AND WYNNE BUILDING COR AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Bolding Code Residential: bth Edition and ASCE 1-10 For Wind Loading Building Design is: Enclosed Risk Category: II Wmd Veloaty: 165 mph ultimate Mean Roof Height: II'-0' Roof Pitch:; Internal Pressure Coefficient: tb-18 Subjectabihty to damage from: Weathering: Negligible Termites: Vero Heava Width of Rod End Zone: 3'-4' Wind Speed 165 mph ultimate and Exposure Clespheilitiont C 1.21 x O.L 0.12L djustment factor ror Exposure Height: ASD dea n Load Combination: ASCE '1-10 Section 2.4 DL+LL. DL+O.6WL: O.ADL+O.i�L Components t Cladding Wind Pressure (NET) Roof Zone: I. +206/-1.2.6 pat Rod Zone: 2. +202/- 1.0 psf Rod Zone: 3. +20.6/-84.0 psF Components t Cladding Wall End Zone Width: 33 Components t Cladding Wind Pressure (MET) Wall Zone: 6. at +35 e%-41.8 ppat Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3pal Sheer Walls Considered tar Structure? yes Contmuous Load Path Provided?Y�a Are Components an Cladding Detmis Provided? Yes Minim Soil Beerina Pressure:2300 pa. Presumptive: X Bu Test: psi ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pat - --FT Rod Zone I Wails Zone 4 Ea; WRod Zone 2 ah Zone 5 END ZONE Comer Zones R od Zone 3 JOB ADDRESS: ��`1� (2�- MODEL: Date Drawn ; Revisions : Sheet Comm $1 5-23-18 5-23-16 Smoke detector revision a r l t on GARAGE Drawn � � 12-2 c.C.u. CD R.B. OF 5