The URL can be used to link to this page

Home My WebLink AboutREVISION2. DETAILED DESCRIPTION OF PROJECT REVISIONS: St BY ie Count, � 1 0 m m 3'm �3 p ON °* m 3 w O 3 N w O n N a N O .n 3 c 3 O 0 C 3 3 n 3 — y w f 3 � m 3 09 0 0 < m L 3 fD. o N w w UQ — v w '° M w �O O" m m v, m 3 M m 3 >� a w 1 Q O m a c n o M m N C S 'O n B � Q N d 3 0� N W N O 00 00 > m A > v n mZZ ND 10 D D c) m Z Q1 m 1] D m Z of home 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LtICIE COUNTY CERT. #: 8898 BUSINESS NAME: y ime B uildingCorporation QUALIFIERS NAMEb South ADDRESS: ��0000 y. I Suite 402 CITY: 0 ucie STATE: FE ZIP: 3495 PHONE (DAYTIME): FAX: 7 7 - 56 4. OWNER/BUH DER INFORMATION: NAME: ADDRESS: CITY: PHONE: Wynne Building Corporation I ya wrrr42vtx S. ARCHITECT/ENGINEER INFORMATION: NAME: BRADEN & BRADEN ADDRESS: CITY: STUART STATE: FL ZIP: 34996 PHONE (DAYTIME): (772) 2 7-8258 FAX: Revised 07/22/2014 All _ ? Perr.- ev, `J St I Gulf Coast Supply and MFG 5v Crimp Metal rooPmg FL 411651.12 26 ga. 5v crimp metal rooting attached to'plywood deck using 49 wood screws with self sealing washer at 12" 'oc. max spacing over (type 2) 30 lb felt underlayment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with I. ring spaced L o.c. at all laps and two staggered rows 12' o.c. he deck to trusses using attachment detail on :,this sheet A i/8" thick light textured stucco on typical concrete 12 block construction SLOPE 14 ---------------------- 5/8" thick x 8"w cut coral finished stucco bands RIGHT ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roaPmg FL #11451.12 21, ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.6" wood screws with self sealing washer at 12" c.c. max spacing over ASTM O ftupe 2) 30 lb felt underlagment installed with iwn. 4 side laps and " end laps fastened with corrosion resistant tin caps and with 1.25" L ring shank nails ?paced L" o.c. at all laps and two stagggered r 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet 12 4 1 SLOPS RESSri GRESS .-. O'-On Finished Floor ---------- ------------- --•--------------- IN IN go is A 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION� SCALE; 1/4' Is I'-O' Product Approval Submittal Affidavit opening8ahsduls Dsoes. Overhead Doosa, 8111diAill Doass, Rlada�= as opener � NOA/n NUMI R product Modal # Manufacturer Glass Attachment method t� Da Ps or* of Approved Tests 1,2"3 t+l FLU 239.3 Single Hung SH-700 Impact PGT 5/16" I/4" dia. tapc m/ min I 3/8' enetrati i.o 6• speed per pro�ict approval. Coi'itractor osliiall adhere to inn. edge dmtancas apse►rod in Product approval� + 80.0 PSF — A IL-0330.02 Ovegrhead Garage Door fro 0 max el 8 undith IL -0 mmc Wight DAB DOCK 'pp,,�� 'n ,P° ';.J e� Id i ssmass°,',.,' `° °ice mase 16 9-21 + 50.0/-LO.O Pat @Tao I/4' ilia. tailear1 with min 1.25" embedment at W max B FLU IiW4.1 Fiberglass Design Pro/ S,wieth Pro Jeld-Wen rrom corners and 1.5 aa. max thereafter ai head end �embs. + 50.0 PSF _ C FL# 251.5 Sliding Glass Door Series ll0 SGD PGT I" nom Type "GSA" 1/4" ia. tape m/ inn. I /4• enetrati min V2' i dstenco�ueCAoedfO`neldre�d ateadhr� to ± 60.0 pap t?iodtust NGA/FL Model A ManufaotWW Attachment Method tion Design Pro urs NvDeft of Approved Tests Mulliona FL# 2LI.1 I• x 2 3/4' x .3T3' PGT Install or fastener type and spacings shown in Table IA and IB in product approval on sheet 5pof 22. ± 58.0 PSF ROOT FLU IIL51.12 5V Crim p Metal Roofing Gulf Coast Supply and manufacturing 24 a 6v arm natal roahng attached 1 plywood deck using s9 x 1.5" ago} screw sii t% ae9 rahhrlg rasher at I sic. max speemg over ASTM D ttgpe 2) 30 Ib fait under gmsnt installed with min. 4 ride Iaps and L' end laps t�tened with c moan resistant tin Caps and with 1.25' frog shenll nmlt spaced a ac. at al®lepa and tro staggered :rslw o.c. in field. .vttec Lack to trusses urn attachment dstm on root — 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T.4j 12" vented Vinul a, fit Kagean Install using 2" x 2' battens at V o.c. screwed to aoRm framing u ng #8 x 3 wood scrams at each truss Install soffit to battens using �— +55.0/-35.0 PSF Hurrican Pamela I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Finish Columns with 5/8" thick cut coral finished stucco bands �aulf Coast Supply end MFG 5v Crimp Metal roofing FL #IIG61.12 <G ga. 5v crimp metal roofing attached to plywood seek using #q wood straws with self seeking wasfier et 12" o.c. max spacing over ASTM D (type 2) 30 ib Pelt underlayment metalled with min. 4 side"laps and G" end lope fastened with corrosion resistant tin cape and with 1.26 ring charily Halls s aced L o.c. at all laps and two stagger; rows 12 o.c. in field. Attach �eck to trusses using attachment detail on this sheet 12 4 1 SLOPE, stucco on typical concrete block construction REAR ELEVATION Z 9 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4' - I' -OR aftdmft XANNE() �1 ST. LUCIE COUNTY ING IVISION BY REVIEWED FOR CO NC St Ludy f %b�1r)f REVIEWS B Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11431.12 DATE J 2L ga. 5v crimp metal roofing attached o plywood deck using #9 x 1.5" PLANS D PERMIT UST BE KEPT ON )OB Wood screws with self sealing washer at 1" o.c. max spacing over ASTM D SITE OR NO INSPECTION(S) WILL BE MADE (type 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 :paced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach I deck to trusses using attachment detail on this sheet Am 1/8" Thick cut coral stucco over paper backed sire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at V o.c. T in field and edges with IOd ring shank galvanized nails into truss webbing. /. 11 FRO N�IEM=�ii-milimll 5/8" thick x 8% cut' coral finished stucco bands 2" x 4" top plate 1/2' drywall ceiling on truss bottom cord base -board 1/2" drywall on 2" x 4" studs at 16" o.c. 2" x 4" P.T. bottom plate \ 4" concrete stab with fibermesh OR L"xL' #10/10 WWM on 6 and Visqueen over clean compacted termite treated Pill Interior Non-Bearinq Partition Braden t Braden AIAe Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: brad&nalamcomcast.net � ICI ICI ICI I�i� 8'-1" BEARING /ll" i �� i �� I�� \�� ICI �� • • 1 - 1 .. IN 011777ffld nLs Wynne Building Corp. THE WINDSO 5 anish Lakes S . Lucie County Florida FRONT ELEVATION SCALE: 1/4' - 1'-0' ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING: CORF AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM IUUD Florida Building Code Residentials Lth Edition and ASCE 1-10 for Wind Loading Bmldin Design is: Enclosed Risk Categol�. II Wind Velocity: I65 mph ultimate Mean �oof Hight: a Roof Pitch: 4:Is Internal Pressure icient: tin -is Subjectability to damage from: Weathering: Negligible Termites: Very Hesvu Width of Roof End Zones 3'-4a Wind Speed: IL5 mph ultimate Wind Exposure Clasgification: C L21 x O.L = 0.12L Adjustment factor for Exposure Height. ASD deman Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.60L AWL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.L/-1.2.L psf R Zones 2. +2pp.L/- 1.0 pat R Zone: 3. +20.61-84.0 01 Components t Cladding Wall End Zone Width: Components t Cladding Wind Pressure (NET) Walf Zone: 4.++33g5.8/-33881 paf Wall Zone: 5. +3g.8/-4i.e per Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3pat Shear Walls Cornidered for Structure? Yes Continuous Load Path Provided? YYaaa,� Are Components an Cladding Deter Provided? Yes Mini mu a Sal Searing Pressure: 2S00 bel. Presumptive: X Bg Test: pm - Roof Zone Wage Zone 4 - Roof Zone 2 Walla Zone 5 END ZONE RCorner Zones oof Zone 3 ROOF LIVE LOAD. Al pal ROOF DEAD LOAD: 10 psf I FLOOR LIVE LOAD: -0— oat FLOOR DEAD LOAD: 10 pal JOB ADDRESS: Model: Date Drawn Kevislons : R �,4 R 3-28-18 5-23-18 Garage floor slope and Drawn by: smoke detector revision PORCH C.C.U. RIGHT Checked by: D.R.B. Sheet Comm 15-15°I fmpac� OF 5