The URL can be used to link to this page

Home My WebLink AboutPlans, page 1Finish Columns with 5/8" thick cut coral finished stucco bands Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 1211A Attach roofing to deck using 49 x 1.5" wood screws with washer Per Approval over 30 lb Felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin\ caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two stagggered rows 12" o.c. in field. ROOF deck to be 19/32' COX plywood nailed to trusses with 8d x 2,5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf 5/8" thick light textured 12 SLOPE 4 stucco on typical concrete block construction 5/8" thick x 8"w cut coral finished stucco bands RIGHT ELEVATION SCALE: 1/4" = I'—O" Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 1211A Attach roofing to deck using #9 x LS" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two staggclered rows 12" o.c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf 12 4 SLOP W—I" T.O.B. 2" 12° 12QLI H. H O O'-O" = Finished Floor Finish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction REAR ELEVATION �L�V�TIO�I I�OT�S: - Overhangs at !'-O" unless otherwise noted on Roof Plan - Roof pitch et 4:12 unless otherwise noted Union Corrugating Co. 26 5V crimp metal roofing — Any changes t0 this plan Shall be submitted to the architect ga. FLUwood crews211A Attach roofing to deck using 49 x 1.F wood screws with washer Per Approval over 30 lb Felt for a rovaI p p in writing g prior to startle construction. p g underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin — Return A L L Stucco Bands Into Window or D oor. . caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two stagggered rows 12" o.c. in field. ROOF deck to be 19/32 CDX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf 12 12 4 1 SLOPE 4 15LOPE SCALE: 1/4" = I'-O" Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 1211.4 Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment instailed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/1" ring sfiank Wads spaced at all laps and two sta99�ered rows 12" o.c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with ed x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf r4 M �I� TEfi Ni ft I htAl micro I htULl C3 AM FASTENERS OR ATTACHMENTS ARE THE RESPONSIBIOOF THE COKfRA= IF FAM i ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHOC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNjIL INSPECTIONS ARE APPROVED 5/8" thick x 8% cut coral finished stucco bands THESE PANS AND ALL PROPOSED WORK CW ARE $BJECT TO ANY CORRECTIONS REQUIF ED BY FIELD INSPECTORS THAT MAYBE NECESSART11N ORDER TO COWL WITH ALG APPLICABLE CODES' 4110 k - 05os ST. LIiCTf _0LiNTY RT.'IT n>1;f DIVISION REVIBFUR YIP v. `CI RisVIEt U I�Y � d DATE PLANS AN PERYIIT MUST BE KEPT ON JOE 0n NO LNSJECT10N WILL BE NLu, E. 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using ed 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. 12„ H ®®®® 2„ 8'—I" T.O.B. H. 12" 2� H" ❑ 5/8" thick x 8"w cut . ; 5/8" thick x 8 w cut ®®® coral finished stucco bands coral finished stucco bands ®®� ® ® ®O 3 3NZ thick x 8„ u coral finished stucco ban 5/8" thick light textured stucco on typical concrete block construction /'�Garacai Finished Floor - -ti -4 A.F.F. 5/8" thick light textured Finish Columns with = Finished Floor — — — — — — — — — — — 5/8" thick cut coral stucco on typical concrete block construction finished stucco bands LEFT ELEVATION FRONT ELEVATION SCALE: 1/4" SCALE: 1/4" = 1'-0" 2" x 4" top plate 1I ' 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at IC o.c. base —board II II / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR CxC #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden it Braden AIA, PA Wgnne Building Corp. Architects - Planners 411 S.E. Coconut Avenue Carlton 2 °I Tel (7�2) 281-8258 Fax ('772) 28�1-8283 Spanish Lakes E-mall: bradenaia comcast. net St. Lucie County Florida Stuart. FL 34994 #AACOOOOS2 ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR 1=ROI"l THAT DATE PERMITTING INFORMATION (FORM 100) Norida Bwidrng Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Buildina Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4:12 Internal Pressure Co-ee r}—cient: ±O-I8 SubAectabilitg to damage from: Weathering: Negligible Termites: Vero Heavu Width of Roof End Zone: " Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASO desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.6DL+0.6WL Components t Cladding Wind Pressure (NET) Roof Zone. 1. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 paf Componenta t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3oaf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Det-ate Provided? Yes Minimum Sol Bearing Pressure:2.500 par. Presumptive: X By Teat: psi This Buildirg Shall Have the Following: APPROVED SHATTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: _31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: —'i5 psf FLOOR DEAD LOAD 10 psf .IT2-12 CH = Roof Zone I Walla Zone 4 EH = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 JOB ADDRESS: Date Drawn Revisions Sheet Comm # 12-8-16 GARAGE Drawn by: LEFT 1 c.c.u. Checked by: D.R-B. OF 5