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Home My WebLink AboutBuilding plansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two stagggered rows 12" o.c. in field. Attach deck to trusses using attachment detall on this sheet 12 SLOPE 14 8'-1" T.O.B. 12" 5/8" thick light textured O stucco on typical concrete block construction - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12" H. 0'-0" = Finished F H Finish Columns with 5/8" thick cut coral finished stucco bands RIGHT ELEVATION 12 4 1 SLOPE 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. Sv crimp metal roofing attached to plywood deck using 99 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Im ELEVATION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails %.o.c. atlapspa�d-two �staqgered rows 12" o.c. in field. Attach . �ni n a..uu `.vI ui 5LUCCO on Lupical concrete flnlshed stucco bands block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted - Ancg 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. Iz" a.HLl 5/8" thick x 8"W cut 3 coral finished stucco bands T 3 5/8" thick light textured stucco on typical concrete block construction Finished Floor LEFT ELEVATION SCALE. 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Slwlighta Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method Siration Da a Design Pressure g of Approved Tests 1,2,3 t4 FLU 11499.2 Sln le Hun g g Seres 185 MI Windows and doors x gpcona nl❑ pqn�tLetlon at mex ion .ac� corner end L o.c. [hereafter througi PT Buck into sated Pilled CMU wall mmntammg min 2.5" edge distance n strict adherence to the product approval. 60 of ± p A 16-0330.02 Overhead Garage Door g Model 824/811 9'-4" max. width IL'-o" max hei ht a DAB "" x = to OeAO'' eL •it • c sit 1 m5 bar vert. uang 3/e' x e Hila HLC bWva anehera at e' e.e th 1.25' d oaMer girth min 1' edge dutenee. Install back to buck min. (0 I . x 5%9' full thrsod ag amraua in each bracket maintaining min ar IS' edge dmtenu - GC to stnctlp adhere to product approval rovula l/IL' nut umher an rdler 10-9-21 + 50.0/-60.0 psf B FLU 14114.1 Fiberglass Deargm Pro/ Smooth Pro Jeld-Wen Elco 1/4" dia. to con with min 1.25" embedment at 3" max corners and 17.5" o.c. max thereafter 1n head and iambs. + 50.0 PSF Ifrom C FLU 15332.2 Sliding Glass g D OOf Series 420 Mi Windows and doors i - x cone w enetrauon at max. PT Burk mtonew idn R(ledp O.C.Uaimal�wmbIs Town tar ft51 edge gdiatence n strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method EST apiration Date Design Pressure of Approved Testa Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4' x 2 3/4" tapcons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown 1n product approval. + 118.9 PSF Roof FLU 11151.12 5V Crimp Metal RoofingGulf Coast Supply and manufacturing 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws sith self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 0 end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails synced 0 o.c, at all laps and two eta gered rows 12" c.c. in field, Attach deck to trusses using attachment detall on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0.12". x 1 Iona rino shank nails with/ dia. +55.0/-35.0 PSF Hurricane Panels FI# 15016.2 2-4 Gauge Storm Panels Global Protection Products LLC Install using 1/2" die. solid set lead anchors with 1/4" dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2' o.c. along the bottom and 13" o.c. at the top + 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 5/8" thick x 8"W cut -- coral finished stucco bands -0'-4" A.F.F. 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at W' o.c. base -board 11 11 ,, 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Vlsqueen over clean compacted termite treated fill Interior Non-Bearinq Partition Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenalaacomcast.net Stuart, FL 34994 UAAC000032 L SCALE: 1/4" = 1'-0" Gulf Coast 5upplu, and MFG 5v Crimp Metal roofing FL #11651.12 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 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet a! i F-0 dw� NO 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION Wynne Building Corp. The Grard Carlton Spanish Lakes St. Lucre County Florida If 7eq- a trz 'ST. LUC)F COt"YTY PI'II.niNc PT!�feiON REVIEWED FOR C L E REVIEWED �i' DATE PLANS AND PERVfI NfUST BE KEPT ON OR NO INSPECTION WILL BE MADE. /8" thick x 8"W cut Dral finished stucco bands THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, TERMITE TREATIVIENVi REQUNRiiD CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESAf)NS111lilYOFTHE CONTRACTOR OF RECORD ALL ComiRNg E �VI1H ABC ENVOY CODE MUg1' E REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 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" COX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 0WA O thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" Finish Columns with 5/8" thick 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 Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 11.5 mph ultimate Mean Roof Height: I'- " Roof Pitch: 4:12 Internal Pressure Coed` lent: ±0.18 SubJectabdity to damage from: Weathering: Negligible Termites: Verg Heavu Width of Roof End Zone: V-4" Wind Speed: 145 mph ultimate Wind Exposure Classification:C 1.21 x O.9 = 0.124 ASD design Adjustment factorforfor Exposure Height. Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.6DL+0.4L0L Components t Cladding Wind Pressure (NET) Roof Zone.. I. +20.6/-32.t psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.4/-84.0 pair Components t Cladding Wall End Zone Width. '-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: S. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Detai s Provided? Yes Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 3'11 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: J5 psf FLOOR DEAD LOAD:10 psf NIP R O� 2.12 TO L. PITCH 0 = Roof Zone I Walls Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 JOB ADDRESS: Date Drawn Revisions Sheet Comm # 5-9-11 GARAGE Drawn by: LEFT _ 12 - 2 C.C.U. Checked by: D.R.B. OF 5