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Home My WebLink AboutREVISION (2)Galt Coast Supply and MFG 5v Crimp Metal roofing AFL #11651.12 2L ga. 5v crimp metal roofing attached to plywood gddck using #9 wood screws with self sealing washer at 12" oc. max acing over !type 2) 30 Ib felt underiaymeni installed with min. 44V side laps laps fastened with corrosion resistant tin caps and with I. " ring spaced L' o.c. at all Is a and two staggered rows 12" o.e. fie deck to trusses using attachment detal on this aheet� 5/8" thick light textured stucco on typical concrete block construction WSJ RIGHT ELEVATION SCALES 1/4" - P-O' Gulf Coast Supply and MFG 5v Crimp Metal roofing PL 24ga. 5v crimp metal roofing attached to plywood deck i wood screws with self sealing washer at 12" o.c. max spacir (type 2) 30 lb felt underlayment installed with min. 4 aid laps fastened unth corrosion resistant tin caps and with I., spaced L o.c. at all laps and two staggered rows 12" o.c. deck to trusses using attachment date on this sheet 12 4 1 SLOPE PE GRESS O'-O"- Finished _Flom _____----- - _ T 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION SCALE 1/4' - 1'-0' 0 r- 5/8" thick x 8"w cut coral finished stucco bands [a] GRESS 12 SLOPE 14 COVERED PORCH Finish Columns witfi/ 5/8" Chick cut coral finished stucco bands 'o ?ulf Coast Supply and MFG 6v Crimp Metal roofm FL #IIL51.12 L ga. 5v crimp metal roofing attached to plywood gdeck using #9 x 1.5' wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin ceps and with 1.25" ring shank nails sdeced L oc. at all la a and two staagered rows 12 o.c. in field. Attach ck to trusses using attachment detal on this sheet 5/8" thick x 8"w cut' coral finished stucco bands 'ISIO stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands �C NREAR ELEVATION ST. E COUBUILDING DIVISION SCALE: 1/4' - r-W REVIEWED FOR CO LI REVIEWS DATE PLANS AND PERMIT M BE KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE SCANNED BY St Lucie CouritV Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" �� wood screws with self sealing washer t ed it max pacing over and 6" n FILE �� (type 2) 30 lb felt underlayment installed with min. aide laps and L" end �® laps fastened with corrosion resistant tin caps and with 1.25' ring shank nala spaced L ox. at all laps and two staggered rows 12" o.c. in field. Attach eck to trusses using attachment deter on this sheet ICI ICI ICI Imo! ICI ICI ICI ICI Product Approval Submittal Affidavit 2" x 4" top plate 1/2' drywall ceiling on truss bottom cord OP@MnftBoheduleaftftiftsDoaire, Owwhsad Door, 801ding Doors, 111ndow � Product Yodel # Manufacturer Glen Attachment method l�piratioa �Design �>� ,�� 1,2,3 Single Hung SH-100 6/I4' 1/4' �m. u�eor�. s/ an. I 3/e• panaeretioi o Date FL# 239.3 PGT =sl riar t�T apprwel. Contractor a to + 8' .O PSF t4 Impact R edge dsiaices spsahed in Product approval Overhead f� gl 824/ II 'w,r , s ai A IL-0330.02 ® 9 -o, messi a61 DAB i " " 10-9-21 + 5 .O/-LO.O pat Garage Door It - max i t r=W42 .e, , „ 11 S' ' 1/2" dr wall on B FL# ILL14.1 Fiberglass Smee h Pre Jeld-Wen 'r'e'ri�i`SiI ere• °°x Char' tasthaad3an�m`�awb. + O.O PSF 2" x 4" tuds at IG" o.c. G FL# 251.5 Sliding Glass Seriesie110 PGT I' nom OAS. t. �a s a/ lain I (3/ o anatrata o + L .O PSF Door Type 'GSA'S dpa dlatr apprwre d - Product NOA/1% Yodel # Manufacturer Attachment Method Wmtion POL Teats NUMBER Date of Mi,lilions Install ppeerr fastener type andmgya shown in Table IA and ID FL# 2LI.1 r x 2 3/4' x .313' PGT in Pr approval on sheet 55 of 22. + 58.0 PSF Roos FL# IIL51.12 5V Crimp 2L 5v ara� ee�tai Paprnp attached I plyaod deck using ail x IS' base -board 2" x 4" P.T. bottom plate Metal Roofun Gulf Coast Supply r ergs aeon1 when at I o. max wippe over ABTM D -� g and manufacturing 1 3o f w4orlgmeac marled rit� Mn. 1' a bps and L' end - I faatlerd .eh earoean�,rderatan�t�atin ee I�aln1d g7fi I.25' req nab 108.5 PSF �:`.•` ;ti;u;. ;;. ,:,;'; -;.c>. : >::: .;,:;w;,.k;` ay : :. �ta tnmees sere �taeiaent dRali an erpoor pbn _ :•vi:,<g..:::': .:.P'. '3 i of at as tee red 12 c.a m ti Attach ..ti:, >r., ; m, x•:= �,;:..x ;' "' (_r�-P:d. 1,r. _, 4" concrete slab with frbermesh OR VxL' #10/10 WWII on L iml Vrequeen over Siding Stucco on Block clean compacted termite treated Pill Model T4 12" vented Install using 2' x 2' battens at 0 c.c. sa med to soffit framing using Interior Non —Bear 1 nailm Partition soffit FL# 12198.3 Vinyl Soffit Kayean #u?I x 3' rood �erers at each trios Imtall soffit to bottom using +55. /-35.0 PSF 9 tits panels Braden t Braden AIAe PA Wynne Budding Corp. Architects — Planners T I1 S.E. Coconut Avenue T I I �l "'S C I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record) I . (112) 2818258 D BFax : (112) 2 ®7-8283 5 anish Lakes E-marl: bradenaia comcast. net g Lucie Count Florida — - Stuart_ FL %499L #AAC6006%2 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 19/32" CDX Pipiood nailed at L" o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. A I`JufL ®®®® 4rr•�sa+Aa�"•tir"•tie+tir ti rv. i A FRONT ELEVATION SCALE: 1/4' - 1'-0' i 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) 01w Flonds Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading HuddinQ D n is: Enclosed Risk Catego_rW II Wind Velocitg: IL3 mph ultimate Mesn RoofHaght: 11P—O• Roof Pitch: 4:1Z Internal Pressure Cif icicient: tDja_ Subjectabdity to damage from: Weathering: Negligible Termitese Vera Heavu Width of Roof End Zone: 3'-4• Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor or Exposure Height: ASgD ddes n Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+OAWL; OADL+OA L Components I Cladding Wind Pressure (NET) Roof Zone: I. +20.1/2.L pst od Zone: 2. +2 pp.L/- 1.0 Zone: 3. +20.1/-84.0 sf roof Components I Cladding Wad End Zone Width - Components Components I Cladding Wind Pressure (NET) all one: 4. +3355,8/-38.1 pal Wall Zone•. S. +36.8/-41.8 pd - Roof Zone I Wads Zone 4 Components I Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pal Shear Weds Considered for Structure? ya Continuous Load Path Provided? YYeeaa Are Components an Cladding DetoU Provided? Yes Min ium Sal Beanng Pressure: sr, Pree etrve: X So Test: psi - Rod Zane 2 Walls Zone 5 END ZONE S E ROD C`T APPROVAL- FOR -IMA T P O E TION FOR -OPENINGS - Corner Zones Rod Zorw 3 ROOF LIVE LOAD: 31 pd ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _A5_ ml FLOOR DEAD LOAD: of JOB ADDRESS: CSl4.� S Model: Date Drawn : Kevisions : REAR 3-28-18 5-23-18 Garage floor slope and Drawn bg: amok@ detector revision PORCH C.C.U. RIGHT Checked by: D.R.B. Sheet Comm S Impact OF 5