The URL can be used to link to this page

Home My WebLink AboutREVISION ELEVATIONGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11491.12 Gulf Coast Supplg and MFG 5v Crimp Metal roofm FL #11651.12 2G ga. 6v crimp metal roofing attached t' plywood deck using #9 x L5" 2G ga Sy crimp metal roofing attached to plywood neck using #9 x I5" wood screws with self sealing washer at 12� o.c. max spacing over ASTM D wood %crews 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" and (type 2) 30 lb felt underlagment metalled with min. 4 side laps and L" end sips fastened with corrosion resistant tin caps and with 1. " ring shank nails laps fastened with corrosion resistant tin caps and with 1.26"ring shank nails spaced L o.c. at all laps and two staggered rows 12' o.c. field. Attach spaced L o.c. at all la a and two staggered rows 12 o.c. in field. Attach deeck to trusses using attachment dotal on this sheet deck to trusses using attachment detail on this sheet 5/8" thick fight textured stucco on typical concrete 12 block construction SLOPE 4 12 \� \ ,SLOPE 4 a" -I" BEARING O.H. COVERED 2" PORCH H. (D 77777 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with OL 0'-0" = Finished ed Floor 5/8" thick cut coral finished stucco bands RIGHT ELEVATION SCALE: 1/4' - II Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x I.S" 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 III fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all lee and two stagggered rows 12' o.c. in held. Attach deck to trusses using attachment dotal on thisl,aheet 12 4 1 SLOPE,,, COVERED PORCH u L 5/8" thick light textured stucco on typrcal concrete block construction REAR ELEVATION, il I a 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4' - II RECEIVED MAY .11 2010 �'ermitting Departure fit. Lucie County 6CANNEF BY 8t Lucie COUM, REVISION Gulf Coast Supplg 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" and laps fastened withlcorrosion dresistant tin caps and with 1.25" ring shank nails FILE COPY ?aced G o.c. at all laps and two sta gered rows 12 o.c. in field. Attach ack to trusses usingattachment detai on this sheet 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 PI{jwood nailed at G" o.c. In field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 SLOPE 2" I GRES8 GRESS 8'-I" BEARIN H. i PER El 0 O'-O" ®Finished Floor — ---- — — -- — — — — — — -------------- ------------------- ®®®®) ' ❑ ®® sells IN IA a sI 5/8" thick light textured A JB U '- " Finished r!lgeE...idkL stucco on typical concrete ®®®® ®®®® block construction L�� T ELEVATION 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION SCALE% I/4' - 1'-0' SCALE: 1/4' - 1'-0' Product Approval Submittal Affidavit BoLsdtrls owing noon. Oea'boad ricer.. nooaw raAame a mggnb opening NOA/PL Product Model Misinuiactu w GMs= Attachment method n ° a esigit t 'lib I$,3 t4 FL# 239.3 Single Hun g g SH-700 Impact PGT ia. tape u✓ min. 13/a' space Par pr t approval. min edge dstances specified en•trati to • Co�itractor osliiall xe to in Product approval ± 80.0 PSF A IG-0330.02 Overhead Garage Door fro yrl 824/�II 9 - mix node IL'—O' max height DAB " r '/"' " 6' H*IH e� '" ir'�i' Gi' sr..m d u .ai, T4 ,pwvr 10-9-21 + 50.0/-LO.O pen B FL# 14494.1 Fiberglass Design Pro/ smooth Pro Jeld-Wen Eric 11 free or1 w th am I.Z¢" •am edment at 3' mix r n 11.5 &a. max tear• er m Mad and Jambs + 50.0 PSF C FL# 251.5 Sliding Glass Door Series 'I10 SGD PGT 1" mom Tgpe "GSA" I/4' a tapcons w/ inn. I f /CohineKE�isiae adhere to ] 12' = 8sie�isaipeahed m r'o�uct approve' ± LO.O PSF Product NOOA/PL Model ; Mmnufaoturw Attachment Method tics of si Ps Tonto to M1111i0� FL# 2G1.1 1' x 2 3/4' x .915' POT Install per fastener tgpe and acinggs shown in Table IA and IB in product approval on sheet rof Z2. + 58.0 P8F Roof FL# 11L51.12 5Y Crim p Metal Roofing Gulf and Coast Supply manufacturing 2L a 5v armp set,al r ng attached 4 plywood deck using #4 x I. " uoa� setsu wrte wB rig washer at I sic. sax spacing over A8 M D (type Z) 30 lb felt underleynent installed with min. 4 side Iaas ad L' end laps c fastened with corrrowan resistant tine and 4h 1. 5" rag .Ipnk nah desk to trusses wing atta hnentodetaai onn r pldix an o.a, in field. Attach — 108.5 PSF Skiing Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kagean Install using 2" x 2' battens at G' o.c. screwed to soffit framing using o 120 din- x isPi screws nines. each nails With 3/8 f dint/, battens using +55.0/-35.0 PSF Hurrican Panels I I have reviewed the above and approved it by my seal below. ( Architect or Engineer I of Record ) I 2" x 4" top plate119 I/2' drywall ceiling on truss bottom cord base -board I/2" drywall on 2" x 4" studs at III o.c. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermosh OR G")d' #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Searing Partition rite Braden t Braden AIA, PA Wynne Building Corp. Architects — Planners S.E. Coconut Avenue THE W I N D S O R Tel el : (112) 281-8258 Fax : (112) 281-8283 5 anish Lakes E-mail: bradenaiamcomcast.net S�. Lucie Count Florida Atievirt 1=1 'AAggL itAAee nnnn,%,) ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSINC OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORI AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Readential: Gth Edition and ASCE 9-10 for Wind Loading Buddlnp Design is: Enclosed Risk Catego�ryy� II Wind Velocity: IL5 mph ultimate Meal Rod Height: IIII'-�d" Roof Pitch:m_ Internal Pressure t:Oerftcietl%: to -Is Subjectability to damage from: Weathering: Negligible Termttes: Veru Heavu Width of Rod End Zone: 3'-4" Wind Speed: IL5 mph ultimate igd Exposure Classification: C 1.21 x O.L ' 0.�2L Justment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O4OL+OAWL. Components It Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.G psf Rod Zone: 2. +2p.4/- 'I.O pal Roof one: 3. +20.6/-84.0 pill Components t Cladding Wall End Zone Width: 3'_4• Components t Cladding Wind Pressure (NET) Wall Zone. ++35.8/-3g 1 pan Wall Zone: 5. +35.8/-4�.8 pal Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3pa1 Shear Walls Considered for Structure? ye Continuous Load Path Provided? YYeeaa Are Components an Cladding Dew Provided? Yes Minimum Sal Beanna Pressures 2.600 be. Presumbtive: X Sa Test: ON ROOF LIVE LOAD: $7— pan ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 49 bat FLOOR DEAD LOAD:1_ bet _ '!M 0 - Rod Zone I Walls Zone 4 ® W - Roof Zone 2 alls Zone 5 END ZONE Rod Zonis er Zones JOB AQQRESS:�9 I � � Model: Date Drawn Revisions Sheet Comm 3 REAR Drawn 5-23-18 Garage floor slope and PORCH Drawn bg: smoke detector revision 1�-15 c•C•la• � Im sic RIGHT Checked by: D.R.B. OF 5