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Home My WebLink AboutREVISION 7-17-18W m Q CD 3 90 0) Q m 7 D D v D —1 --I O m ,...<.-., c �° ? 70 is N 7• N 0 O < m ELN N Q j O f mi m 'i j -< w O 3 D Oli, w .Orrt n D ,m M, Q `0 7 :• O w S � O w ml 0 3 F ID O a w O O, 01 w m OQ o 0 < Q m eD d 0 O 0 n K H m 3 N on m N1 Q N H v a m (D fmD JU 3 V N O C m O m 01 nl y �« O ON0 Jul Q S 00 O, 'O W 90 O d�. v O FILE COPY •D ro Yk N V N N b V fJ V Z m J m lb N 4 X N R I m SCANNED D OFFICE USE ONLY: BY 0 7 St Lucie County m DATE FILED: / 7 PERMIT # 1712-0727 Z REVISION FEE: RECEIPT # (� is (D D D O m Z PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-15 B FAX (772) 4613"jMS OAPPLICATION FOR BUILDING PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 13943 Brazil 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: Chanein2 to Impact Windows and Add. 3. CONTRACTOR INFORMATION: Rear of STATE of FL REG./CERT. #: ST. LVCIE COUNTY CERT. #: 8898 BUSINESS NAME: orpora 10n QUALIFIERS NABME ADDRESS: 8006 South US Hwy. I Suite 402 CITY: Fort Nt. LUCie STATE: FE ZIP: 3495 PHONE (DAYTIME): FAX: 7 7 -7 6 4. OWNER/BUILDER INFORMATION: D NAME: Wynne Building Corporation ° ADDRESS: 8000 South US Hwy. l�iTe 402 N CITY: STATE: FL w PHONE: (772) 878-5513 FAX: N O � 5. ARCHITECT/ENGINEER INFORMATION: BRADEN & BRADEN NAME: ADDRESS: CITY: PHONE (D. Revised 07/22/2014 MAIL: FILE COPY FAX: ZIP: JUL 17 ?513 Perri,v. aRl� bepartment St t,je County, FL \<_� \7)� - II a GuIP Coast Supplg and MFG 5v Crimp Metal roofingFL #IIL51.12 2L ga. 5v crimp metal roofing attppeked to plywood 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 Pelt underlagment Installed with inn. 4 aide 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 dock to trusses using attachment detail on this sheet P7 I .H. 5/8" thick light textured O EE stucco on typical concrete � +¢, block construction Finish Columns with 5/8" thick X 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supplg and 1L ga. 5v crimp metal mood screws with self i (tgpe 2) 30 lb felt ul laps fastened with corr 5v Crimp Metal rooting FL #11451.12 1 attached to plywood deck using #9 x 1.5' washer at 12" o.c. max spacing over ASTM D vent installed with min. 4 side laps and L" and esistant tin Icaps and .with 1.25" ring shank nails Product Approval Submittal Affidavit OP@mNnftftg9ahedttleftjkm4Daawe, Overhead DooavilMdft Doom wfnda+ws & i ype NO NM Product Model # Manufacturer Glen Attachment method Data � *Wand DooleoU e sur, 1,2.3 44 PL# 239.3 Single Hun g g SH-l00 Impact PGT 5/IL" 1/4" da. tape s r/ min I 3/e' netrati r,o y spaced per pro�uet approval. Ca i�traeter °shall adhere to rim. edge distenus specified in Product approval + 80.0 PSF - A IL-0330.02 Overhead Garage Door Model 824/8hh11 1911 llamw'hedighi DAB a r'v n�.� sir . s IA Iw w c ew .are. rt r 'l' xfa7s*`iiiik.:r:i' =11A;MX aX 10-9-21 + 50.0/-LO.O psP mice 14' din tern wit an 1.2V embedment at 3 max Design Pro/ from corners en 1.5` a e. Max them ter m head and jambs, + 50.0 PSF 13 FL# ILLl4.l Fiberglass Smooth Pro Jeld-Wen Sliding Glass Series ii0 I" mom i/4' $a. tape s a/ min. I (3/ penetration to C FL# 251.5 Door SGD PGT Tgpe "GSA" oin0e2 1%e1 fsdgge dista cessspeciMdrintProduct a�ppreovala ± LO.O PSF Product N0A/11'L Model / Manufacturer Attachment Method Utz �� Pressure d W NM us PP Muilione FL# 241.1 1' x 2 3/4' x .316' PGT Instal per fastener type and spacings shown in Table IA and IH in product approval on sheet 5 of 32. + 58.0 PSF jZOOf FL# IIL51.12 SY Crimp Metal Roofing Gulf Coast Supplg and manufacturing 2L ya. 6v rn p natal rodmg attached to plywood deck using #4 x I.5' wood seraws aft self sealing masher at 12' o.c. max Wacmg over ASTM 0 Itypa 2) 30 1b felt underlagment installed with man. 4 side bps and i' sing Is" fastened inth a soon ai�resistant tin caps mid Ali 1.26" rap ink ins specad .1 o.c. at mlfaptsaahmatwodstaggerred�ousl i1' o.c. in f%P Attach deck to truces using a t - 108.5 PSF Siding Stucco on Block Soffit PL# 12148.3 Model T4 12" vented Vin I Soffit g Kagcan Install using 2" x 2" battens at V o.c. screwed to soffit framing using+65.0/-36.0 #8 x 3 wood screws at each trues. Install adfit to battens uang 0.14" die_ x 15" Imp rim shank nails with 3/8" ilia_ heed_ PSF Hurricane Panels I I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) I 12 SLOPE 14 W-I' T.O.B. I=rrl Gull Coast Supplg and MPG 5v Crimp Metal roofing FL #11651.12 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 lb felt underlagment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank malls spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses usna attachment detail on this sheet J1 V Y111YID VYb Y.VI GI at.uGGu uri i.9pi ai [.um.i=6= finished stucco bands block construction REAR ELEVATION E .=V/--\TION NU I =Z-): SCALE: 1/4' - II - Overhangs at I'-C" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - A n changes s t o this plan n shall b e submitted t o the architect g p for approval in writing prior to starting construction. - Return ALL Stucco Bands Into Window or Door. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651,12 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D wood ga. re crimp metal roiling attached to plywood neck using over (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails dpes aced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach ck to trusses using attachment detail on this sheet 2" x 4" top base -board Interior Non -Bearer 5/8" thick x 8% cut coral finished stucco bands 1/2' drgwall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill )artition Braden E Braden AIIA, PA Architects - Planners -411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenalagcomcast.net 12 '# 1 SLOPE Nil /8" thick x 8"w cut oral finished stucco bands SCANNED BY St Lucie County S, S1�E REVISION 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 ba 19/32" CDX Plywood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. FILE C0P1 ®®5/8" thick x 8"w cut coral finished stucco bands ®®=45/8" thick light textured Finish Columns with stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands FRONT ELEVAT10N SCALE: 1/4' - r-O" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSII OCCURS BETWEEN THE BUYER AND WYNNE BUILDING COf AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg• II Wind Velocitg: 145 mph ultimate Mean Roof Height: II'-O' Rod Pitchc 4:I2 Internal Pressure Coefficient: to_Ia Subjectab)ldg to damage from: Weathering: Neghtible Termites: Vera Heavu Width of Rod End Zone: 3'-4" Wind Spee : mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: A$� demon Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.LDD .LIaL Components t Cladding Wind Pressure (NET) Roof one- 1 +20 f Rd one; 3.+20.L/-O 'flor Rod Zone: 3.+20.L/-8400 Components t Cladding Wall End Zone Width: '- • Components t Cladding Wind Pressure (NET) one: 4. +35.8/-38.1 psP Wall Zone: 5. +35.8/-41.8 pot Components t Cladding Wind Pressure (NET) on Garage Door;+32.0/-40.Spsf Shear Walls Considered for Structure? yen Continuous Load Path Provided? Yes Are Components an Cladding DtLT Provided? Yes Minimum Sal Beerinm Pressure. 2SOOlow. Presumptive: X Bu Test; psi ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD. -a- pat FLOOR DEAD LOAD: od JOB ADDRES3: Wunne Building Corp. Date Drawn Revisions GARAGE 5-2S-18 5-23-18 Smoke detector revision The Grand Carlton LEFT Cby: C..C.C. U. Spanish Lakes Checked by: St. Lucie County Florida I.R.B. - Roof Zone I Walls Zone 4 ®- Rod Zone 2 Walla Zone 5 END ZONE = Corner Zones Rod Zone 3 Sheet Comm 1. 12-: OF 5