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Home My WebLink AboutRevision, 1709-0262'V) Z �) - 0 �_� (_0 ��, N .,run `,,.wsu supply an 26 ga. 5v enmp mete wood screws with self (type 2) 30 lb felt laps fastened with co aced V o.c. at all xrr4 +n tnlusm uunn ,enmp Rawl rYYnn rr_ ..11004.1J ached to plywood aack using #9 x 1.5" or at 12" o.c. max stiacing over ASTM D installed with mm. 4 side laps and 6" end ant tin caps and with 1.25" ring shank nails stapered rows 12" o.c. In field. Attach .istml .wl tk,. ah..t coral Punished stucco bands bird" thick cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4' - II Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 2G 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 (tgpa 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced G o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet ml 5/8" thick x 8"w cu coral finished stucco banc ELEVATION MOTES: Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL 811651.12 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 Its Pelt underlagment installed with inn. 4 aide reps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails smw aced V o.c. at all I= and two staggered rows 12" o.c. in field. Attach r_y +.n t"usmsm umnei m tmr_kmant ell"tml nn tixa al"eet 04Y\, 4.V VI I 61 IJ11r Y1 YVl if l G6c . ..v W. .. block construction finished stucco bands REAR ELEVATION - Overhangs at I'-G" unless otherwise noted on Roof Plan Roof pitch at +-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 14 5/8" thick x 8"w cut oral finished stucco bands 3 thick light textured stucco on typical concrete block construction ------------------------------------------------------------- RIGHT ELEVATION Product Approval Submittal Affidavit OP=ins8ohednle 8sin Doors, ova�Lseid Dexus, Mau DOOM Rlmdow ! � Product Yodel Yanufeaturer Glass Attachment method Dam t Pressure Ap�proasd FL# 239.3 Single Hung SH-100 Impact PGT 5/I6 1/4am111213 ►q 0 wa3/CooMatieaeere to mom. Wdmtences pin Prodoct approval + 80.0 PSF44 - A 16-0330.02 Overhead Garage Door Model 824/811 9'-4•"max, Tdth Ie -O max heiphe DAB "".e. sir x s s s• .� m "..m�..ro .� .r e. .r.. s. �r.rr 10-9-21 + 50.0/-60.0 pat B FL# 1604.1 Fiberglass Dem Pro/ gmooyh Pro Jeld -Wen £lco 1/4, die. tapwn mrth sin t25' embedment at 3" sex from carrier, and 1�.5' o,c. max thereafter in head and amb& + 50.0 PSF C FLU 251.5 Sliding Glass Door Series 110 SGD POT 1" nom Tgpa "GSA" I/4' teptans a/ rn 1�3/anetrataoe esti 2 Vrperdapoauetdlrteiceovi epacitied in Product apeproval ± 40.0 PSF Product NUMM Modell Manufaaturer Attachment Method TINT tioa Date Pressure ofApppproomed, Tests Mullions FL# 261.1 1" x 2 3/4' x .315' PGT Install ppasrr fastener type and spacings shoan inTable IA and IB in II approval an sheet 5 of 22. + 58.0 Par- Roof FL# 11651.12 5V Crlm p Metal Roofing Gulf Coast Supply and manufacturing 2i pa. 5v er�g new roaring attached to plymood deck lung s9 x 1.5" mood scree �tii sell' seplI masher at 12' ar- max over ASTM D lap, to er d � y��nt, in iai and n�2S.�„gnails re etris � Vs jI9a d=Wn ersoet Own ae. in ri.ld. Attach - 108.5 PSP Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vin I goPPit Kagcen install using 2' x 2" battens at G' o.c. acromied to soffit framing wing #8 x 3' axxxl Scrams at aach truss,log row is Install soffit to battens using +55.0/-3$.O P5F Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) SCALE: 1/4' - P-O' SCALE: 1/4' - 1'-0' GuIP Coast Supplg end MFG 5v Crimp Metal rooPmg FL #IIG51.12 26 ga. 5v crimp metal roofing attached to plywood deck using #4 x 1.5" wood screws with self sealing washer at 12' o.c. max soacnng 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 nails raced G" o.c. at all laps and two stagggered rows 12" o.c, in field. Attach deck to trusses using attachment detest on this sheet RECENED MAY 31 2olo Permitting Departs St. Lucie County REVISION FILE Copy /e' 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 2" y I ❑❑❑® H.F07 ®®®® 5/8" thick x 8"w cut coral finished stucco bands fu , L II = Finisher F oor ldh Finish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord base -board 1/2" drywall on x 4" studs at Its" o.c. 2" x 4" P.T. bottom plate \ 4' concrete slab with fibermesh OR VxV #10/10 WWM on 6 and Visqueen over clean compacted termite treated Pill Interior Non -Bearing Partition Braden t Braden AIA, PA Architects, - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Wynne Building Corp. The Grand C 5 anish Lakes, S . Lucie County Florida arlton 9 ---- 5/8" thick x 8"w cut coral finished stucco bands 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) Florida IbWdaig Code Residential: bth Edition and ASCE 1-10 for Wind Loading Barthi1� D is; Enclosed Risk Categor : II Wind Velocity: 145 mph ultimate Meanlodeight. IIlI'-OO• Roof Pitch: 4:2 Internal Pressure ant: t ja Sub pctabiity to damage from: Weathering: Negligible Termites: Vera Heavu Width of Rod End Zone: 3'-4• Wind Speed: IL5 nph ultimate Wind Exposure C flcatlon: C Adaatment. factory or Exposure Helght. 1.21 x OA so 0,124 ASD des n Load Combination: ASCE 9-10 Section 2.4 DL+LL; DL+O.6WL; O.6DL+O.6�L Components 4 Cladding Wind Pressure (NET) Rod Zone. I. +20.6/-1,2.6 f Rod Zone: 2. +2pp,6/- Rod Zone: 3. +20.V-8 pof Components t Cladding Wall End Zone Width: ' Components t Cladding Wind Pressure (NET) I-TI nii-=Zone: 4. +335.8/-38.1 per Wall Zone: 5. +35.8/-41.8 pd Components t Cladding Wind Pressure (NET) on Garage Doan.42.0/-40.3pd Sheer Walls Comeldered for Structure? yes Continuous Load Path Provided? YYeeaa Are Components an Cladding Deter Provided? Yes Minims Sal Bewina Pressure:2500 bee- Prea rmeLvs: X Be Test: ear ROOF LIVE LOAD:.31 oaf ROOF DEAD LOAD: 10 par JOB ADDRESS: <;16 MODEL: GARAGE RIGHT date Q n 5-23-18 Drawn by: C.C.U. Checked by- D.R.B. = Rod Zone I Walls Zone 4 - Rod Zane 2 ®Walt Zone 5 END ZONE - Garner Zones Rod Zane 3 Revisions : Sheet Comm >t 5-23-18 Smoke detector revision OF 5 I12 B