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HomeMy WebLinkAboutBuilding PlanGulf Coast Supply and MPG 5v Crimp Metal roofing FL 1*1101.12 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 O (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 G" o.c. at all laps and two staggered, rows 12" o.c. in field. Attach 12" 12" 5/8" thick light textured stucco on typical concrete block construction ---------- 7 o' Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4" = 1'-0" 12 4 1 SLOPE t Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal rooting 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 G" 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 0 FRIP-RIP-P, ffm ELF\/A70 N DOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIG±31.12 24 ga. Sv 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 C end laps Fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced C o.c. at all laps and two staggered rows 12" o.c. in field. Attach �/ U 6111" Dui. finished stucco L.Vi of bands stucco on typicai concrete block construction REAR ELEVATION — Overhangs at I'-C" unless otherwise noted on Roof Flan — roof pitch at 4:12 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„ O.HEJr: 5/8" thick x 8"w cut 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction = Finished Floor ____________ —________________ LEFT ELEVATION SCALE: 1/4" = 1'-0" 12 4 1 SLOPE SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIG51.12 2G ga. Sv 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 0 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 12" H. 5/8" thick x 8"w cut coral finished stucco bands ®®® ED 7=7 ® ® F7 .: •F• 5/8" thick light textured stucco on typical concrete block constructlon FRONT ELEVATION /8" thick x 8"w cut oral finished stucco bands I�OG - 031 b G j�C/ 15lnuii Lui,n '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 Plywood nailed at G" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" 5/8" thick x 8% cut coral finished stucco bands 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 drywall ceiling on truss bottom cord AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate 1/2" drywall on 2" x 4" studs at 16" o.c. base —board -X 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR G"xC 410/10 WWM on G mil Visqueen over clean compacted termite treated fill Interior Non —Searing Partition nts 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: 145 mph ultimate Mean Roof Height: ll'-0" Roof Pitch_412 Internal Pressure Coe ` I�cient: ±O_I8 rpipITCH Subjectabilitg to damage from: Weathering: Negligible Termites: Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure He 1.21 x O.6 = O.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.6DL+0.LUJL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 pat Roof Zone: 2. +20.6/-51.0 pat Roof Zone: 3. +20.4/-84.0 pat Components t Cladding Wall End Zone Width: 3'_4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-381 psf ®= Roof Zone I Wall Zone: S. +35.8/-41.8 pat Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? = Roof Zone 2 Yes Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Preasure:2.500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: ® Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: �5 pat FLOOR DEAD LOAD: 10 pat JOB ADDRESS: ®' qpc ,1�Iy o trusses wit screws per .3. , 7. ALL wood in contact with concrete shall be pressure treated. O 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. ,,"y12. PF2" Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min, rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 I6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x 6" P.T. Buck nailed to block with case hardened malls materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. Gyplum board material shall conform to ASTM C36, C79, C475, C514, Cli C931 C1395, C1396 be C960, C1002, C1047,C1177, C1178, C1278, or and shall installed according to the following: (FBC R702.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for dr wall into Spacing installation of Maximum Nails Screws wood framing members 2" x on. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head OR 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Either I6" 8' 14, 0.080" di . x 1 6/8" long with Direction 15/44" head OR Ggpsum board nail 0.086" dia. x 15/8' with 9/32" head. Ceiling Perpendicular 2.4 1" 12" 13ga 1 5/8""long with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or 4d cooler nail e Walls Either 16. 81,16" 0.092" dia. xR 1 -1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" tap -con with 1 1/2" penetration at 4" o.c. max. from each corner and 20" o.c. max thereafter at sill per product arc 19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A137.1 20. Cement, fiber -cement or glass mat gypsum backers In accordance With ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 With an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Grade Gulf Coast Supply and MFG Sy Crimp Metal roofing FL 3*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 1)(type 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 (o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss 12 PRE-ENGINEERED TRUSSES with (10) IOd x I I/2" nails ( 24" o.e.) supporting Max. 4 at 24"o.e. TYPICAL 18101bs. uplift (shop drawings by manufacturer) Aluminum Drip Edge t Fascia f V \R-30 blown fiberglass in bottom chord of trusses 7 I/2" drywall with smooth finish 2" x 6" Sub -Fascia Kaycan full o vent vm9l soffit installed using 118' die shank x 1.6" long gait'. Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings roofing nails with 3/6" dia. head per product approval - see chart sheet III 1/2" drgWall over 1" x furringg strips at 14" o.c. with R4.1 fi foil -insulation on typical 8" Block walls 5/8" thick light textured stucco on typical concrete block construction = T All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each felled cell Wood Bose (l) #5 bar vert. (typical). Max, spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Cx4" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated Fill 0 - - II I I I -I I I III =I ....: <�, .• IIII=IIII IIII = - M III =_=_-_-III IIII O N- I' -IIII IIII- III - 111 Concrete footin ��-IIII iiil 14" x 14„ g 14' with (2) #5 bars Cont. and #5 CT I ON transverse bars at 48" o.c. Scale : 1/2" = 1'-0" 'FLOOR FLAIL CRASH POST DETAIL_ TYPICAL NOTES: SCALE I/4" = l'-C" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 34" high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksl steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o" ALL Concrete used for vertical filled cells, coat_ tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ig/g- O 6. Drywall at ceilings shall be leveled and attached to bottom chord 674- f h FBC R702 5 2 o- Masonry Beam fixed door sliding door 1 1/2" Bottom Track �I Sill Sliding Door Detail At Masonry Wall NTS AREA CALC 11-ATiONS Living A/C = sq. ft. Front Porch = ICI sq. ft. Rear Porch = 200 Sq. ft, Garage = 321 sq. ft. Total Under Roof = 21C8 sq. ft. 2' VTR JIL I I I 21' VTR Master (/ I J;L Bath i 2'hrl 3C.KiK tShwr..O. To septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry wall ypical Flooring Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at C o.c. max. from each corner and 20." o.c. max thereafter at jambs per product approval) a m b I.Uindoui Schedule Mark Size Rough open. Window Description PRESSURE ZONE I. 4'-5%e'x 5'-3%' 54ka"x 63/4" Single Hung ZONE 4 2• 6'-2%"x 5'-3 %" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21%2"x 38%" Single Hung ZONE 4 4. 4'-5%"x 4'-2%' 54%'x 54%" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough O ening Door Description PRESSURE ZONE A 9'-On X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %2' Of°; e°,`,t°" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel-BI-FOId Finished 24" x 81'/2" E X-C X ii Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x I %' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X ii Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 4-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit Info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor Wlth manufacturers secs prior to construction 34'-O" 14'-O" 121' 8'-4" 112" EE 00 00 EO IF-1 EGRESS E - E E 12" x 12" concrete column block oiled with concrete and (2) #1 bars vert. tied into lintels above O Covered Porch 0 I 0 E O N 00 O MR1 I limlE EE � O O MASTER BEDROOM I CUS 8'-O" to 9'-8" A.F.F. vOD ova Ah 8'-0" A.F.F. Vaulte Ceiling ~LLu)Flat Ceiling o GREAT ROM o N i E E Rod 8 helf I -77 6'-O" 6' 4" 19'-8" E - H B Vanity to be I r I r N • C L I E o 2" x 4° knee -wall 8'-0" to 9'-8" A.F.F. OL below counter top I I Vaulted Ceiling DINING IS J Rod !Shelf 8„OF�I ROOMWI 0 DW �' \�\ I W WVilN \ Vanity to beF_ I 34 %2„high9 "1 KITCHEI�I High Wall 3'-8„Ven Dryer- � thro gh wall O t - - I -I/ - - - �+ I 8'-O" A.F.F. (ver ang - d Flat Calling HO ° ° Upper cabinets to p extend over Ref. c�v 2" filler 1 RrmnuayDs LCIG - Rod & Shelf O E ® E -I R-II Batt° na"lation W H. N N_ E o A/C I #1 4" (0 Steel Ballard _ See detail op -Ib§-sheeL -I m 11„ W 22' x 54" I > F in Provide auto I Attic Access 3 n closer with fight L - - - - - O E 22" _ y 8'-O" A.F.F. COT 160 E Flat Ceding Amp T' Meter Panel �. ui SECOND m\ N • GARAGE E BEDROOM iv ERGEN Orilli A.F.F. EE MT EE Flat Ceiling E r E N 9\ ° ° O.. E O o o r----------------- , EGRESS E - Block wall in ° I garage to be I - E E E maim struck block T O E I I O I - G vER D 12" x 12" concrete column block filled I 14 6 I ORC with con rete and (2) 1 bars vert. tie into lintels above u 41, 2„ I ® I I I O O 60/ °❑E EE EE °E 2'-8" 2'-8" 4'-2„ 51-41, aE Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at 4" o.c. max. from each corner and 20." o.c. max thereafter at ,Iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall ---\ / \ Buck to be 1" x 4" PT P.T. Buck nailed to lock with case hardened nails D eta i t a t W i n d ow s prior to window attachment Braden It Braden ,AiA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (772) 281-8258 Fax : (172) 287-8283 E-mail: bradenaias'comcast.net Stuart. FL 34996 #AAC000032 NTS Wgnne Building Carp. The Grand Carlton Spanish Lakes St. Lucie County Florida A D Attach buck to block wall with 1/4" dia. Elco conic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 4" PT Buck of wall are 7TOE INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck ON ALL JAMB, HEADER, AND at each hinge and 15" o.c. max and SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS Date Dawn Revisions Sheet Comm # 4-12-.17 GARAGE Drawn by: LEFT C.C.U. 2, 12 - 2 � Checked by: D.R.B. OF 5 34"0" %D I F� U L. I Lol l� /L__� L I XI _/ I r_— J : I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 4 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FiLL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13 BUILDING CONSTRUCTION 6• TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15 ATTENTION OF THE ARCHITECT. 16 8• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11 FICLADATf Oil FOCAL ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, 6 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 307 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF N0.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verlfication Of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell With concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 8'-II" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" and Provide (3) filled cells On each side Of Openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls Shall have filled cells at 2�" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction I Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade (0, meeting ASTM A-16 and A-38 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vent. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and at each filled cellSECTIONS one 45 bar continuous 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill W E — �, 1111— —IIII III IIII— 14"w x 14"d concrete monolithic rooting with (2) 45 bars cont. 14" TYPICAL 1=OOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"xb" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per _.::.c. foundation plan (2) #5 bars cont. bottom steel DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I'-O" 12" x 12" concrete column block filled with concrete and (2) # 1 bars vert. tied into lintels above Verify house slab height in field Top of Tooter 16" below finished floor SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic pipinpenetrating concrete slab on grade floors shall not -Be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 6"x6" 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = l'-0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL SECTIONS Adjust curb height �/ Filled Cell Masonry Column With One based on gar. floor 4" concrete slab with fibermesh OR #5 From Footing To Tie Beam slope. 6"xV 410/10 WWM on 10 mil Visqueen over Conc. Fill To Be 3000 PSi #5 bar in curb clean compacted termite treated fill see Floor Plan For Location Grade O r.y. Em = III Singh Filled Cell Column 14 ' "w x 14"d concrete monolithic NTS rooting with (2) #5 bars cont. 3 14" Filled Cell Masonry Column With One GARAGE CURB DETAIL #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI SCALE 1/2" = 1'-0" See Floor Plan For Location 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED �Tc IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT ` APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Double Filled Cell Column NTS Braden it Braden AI,A, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaia8comca5t.net Stuart. FL 34994 #AAC000032 — — OD 00 �� 1i110D OD ° _ I t D _ ------ — ---10 F J �� _ I I Filled FI o girder cell under above I I 00 24" I rn o I r J Rear Patio/Slab r to be poured separate O O from the house slab. 1 _V �LI O m I �I Thicken footing to FI 24"w x 14"d x 24"L under filled cell I I a I under girder bearing. OO 0 011 DD I L--- — — — — —- m U S I Rear Patio/Slab to be flush with bottom of I ° 00 a-0 U I sliding door recess. Slope 1/2" F I =N I D I I;- I�- I F- I I'D I FI D a H.B. I I D 4" concrete slab 6"x6" 3*10/10 WWM on with fiber L mil esh OR Visqueen over I � clean compacted termite treated fill o FI I D I I Ic li F- O V � i I F N FI I 0 D I WIN D H.B. 4' O" I a000 ID Dr— --------w.H. I I I vl FI `r #I 4"� Steel filled w/ Ballard Concrete ® I rW � OIFS aco_ I I 1 I�oi I I wvv I 0 VW I I cminv I 03 I .`EEID s L--a 1 I D DD DDT I D D) _il O 4j =3 n o I \ I I �U o� = F51 \ FI I F S a* a+ LLI I ,�--_--_---JO O O O O D x Q F4 L recess for 69 J F4 r N �I O _ 00 00 Garage Door — — — — El OD 00 ®— ° I— — — o — — — — — o — J F 9'-0" 3'-5" 6'-2" Winne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida with concrete and (2) #1 bars vert. ti into lintels above A a FOOTING,, SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" GARAGE LEFT Date Drawn 4-12-11 Drawn by: C.C.U. Checked bg: D.R.B. Revisions Sheet Comm # 2), 12-2� OF 5 File Copy ROOF SHEETING ATTACH>'1ENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 K Area Edge Field Fastener Pressure Zone 6" 61' 8d ring shank 45 psf Zone 2 4" 6" Sd rinq shank l6 psf Zone 3 41, 4" Sd ring shank 84 psf ** Zone 3a C 6" 98 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan Rebar to Lintel 12"x 12" ilumn Block _.#1 I`'ebar Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete SUB-OB/OT precast _ lintel set in mortar Min. 8" Bearing Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. ovide PT Buck .ached per jamb ads into filled c 4" Pre -cast Sill k Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled call. Tie filled cell steel into continuous Tooter steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert_ leg of truss with IOd x 1.5" nails at 4" o.c. Install Simpson MGT into wall using 6/8" did. threaded rod set min_ 12" into wet beam and (22) IOd nails into truss 48 Bar Did. Min. Overlap TRUSS BLOCKING DETAIL ttdcilm�nt AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 4" o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II451.12 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 aed 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach s cdpeck to trusses using attachment detail on this sheet Additional Precast Lintel _ #5 bara = Lintel Length Bar Length Clear Span n �� A Bars n u B Bars 2,1t3 none 2'-10" 2'-8" 1'-6" 3'-4" 2'-2" 2,43 none 6----' IL----' `----' 8F8-OB/IT 8F8-IBAT 8F8-8/2T Additional 4 -O" 3 -10" 2'- 8' St 2 3 none #5 bars CLEA ^.%1!"'..!;` 2.3 none ne Row of "H"•,•;.'.: Block Above ': 5'- {" 5'-2" 2,#3 none 4'-6" 1#4 none y Precast Lintel none AF Will Additional#5 C-2" 2,#5 none ----' bars BFIL-IBAT BFIL-IB/2T 71-10" 1'-0" 2.#5 none NOTES: ALL relnfOfCing steel IS grade 60. I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=8" 3. standard for remf, steel=ASTM ALIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) 11 o LINTEL SCHEDULE Mark Window or Door"H" Unit Width Lintel Size Cast -Crete Specification Rows of Block Above Bottom steel Size Top steel suer Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2" V-L" 8F8-OB/IT I #5 301.9 1569 1024 1_31 2'-6" 2'-8" V-I" 4'-0" BFe-OB/IT I U5 25LI 1363 1L3 L45 4'-5" 5°-10" 8F8-OBAT I US 1105 909 339 L60 5'-O" L'-0 8F8-OBAT 1 #5 1238 835 121 L40 6'-8. T-V 81=8-OBAT 1 #5 1011 121 534 L80 8'-0" 9'-4" 8F8-IB/2T I #5 2 #5 152 591 512 L90 9'-O" 10'-L" 8F8-IB/2T I #5 2 #5 L43 530 401 L90B 9'-0" 10'-L" 81e16-IB/2T ONE I #5 2 #5 1533 1185 401 LI00 10'-0" II'-4" BF8-I5/2T 1 #5 2 1 #5 582 494 452 LIOOB 10'-0" II'-4" BF]A,-IB/2T ONE I u5 2 #5 1364 1028 452 L120 IT -On 13'-4" 8F8-IB/2T 1 #5 2 U5 411 428 324 L120B 12'-0" 13'-4" 8FI6-IB/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-0" IS'-4" BFIL-IB/2T ONE 1 #5 2 #5 1250 609 259 L160 W-O" IT-4" 8F8-IB/2T 1 #5 2 #5 300 192 194 LILOB IL'-O" IT-4" BFIL-IB/2T ONE 1 45 2 #5 950 SOO 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss With (10) IOd x 1 1/2" nails — ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip—� Edge t Fascia 12" 2" x 6" Sub-Fasci Kaycan full o vent vingl soffit installed using 1/8 die shank x 15" long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet 41 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied_ — into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of footer IL" below finished floor 12 4 1/2" Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd 115 at each web icco on 3/8" hi -rib lath ionzontal and vertical wood ails a staples to provide -3/1" penetration into d framing and 3/4" penetration wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 45 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step Slope per per foundation plan - foundation plan o— -77-7.77777777 —__— 1.4T• C croLe Anchors Par Ma ufacturero Space Poured Concrete or concrete block wall 'A/ .I/{'•Maz. Aluminum Panel Sizes per manufacturer — See Tuotcal Stud Detail ' v 1/8" x 3/32" Wing Nut w/ i v appropriate washer and spacing I o L per manufacturer's Details ran als.. u_ L C i � E I I o ID i a I x m �m I S I I I I i I I Ia�S" I Stud D!tall Poured Concrete or I Stud w/ Die Cast Zinc nrs concrete block wall \ N I Nickel Plated Wing Nut \L I„• Concrete Anchors Per �. Manuractvers specs Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom Of top chords using (2) IOd nails at each truss PRE -ENGINE ERi-ED WOOD TRUSSES �b. ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) O LU x Q� m (11 <4J ° a a U O LL EC= 0 OD O N u N cli L Q LU 11 Brace Gable end with 2" x 4" SYP 1*2 min. aft back nailed to bottom — of top chords using (2) IOd nails at each truss "\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) U5 bar cont. for bottom row over openings 1/2" drywall over 1" x furringg strips at 16" o.c. with R4.1 fi-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" only proportioned per FBC R601J and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) LLI Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' did. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd either wet nails into set or in epoxy with truss. Add blocking to ( 24" o.c.) supporting Max. PP 9 truss leg per detail on this sheet CHETA 20 1810 lbs. uplift IM MINN 11� screws with 9�11` sealing washer at 12" o.c. max pa,,dn. r ASTM D L" (t9pe 2) 30 lb fel,% underiagment installed With min. alps and end if E0 laps fastened with 1�orrosiori resistant tin ca�s and with 1.25" fin shank nai,-._ Teac'r It c"` t r uus"s a , ing attachment detail on this sheet 41 SLOPE L J rim HETA 20 FIII cell with concrete and ROOF F L %\ ! �l (I) #5 bar vert. (typicaD. f� \48" unlessnoshall therwexceed otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with esh — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER mil Visqueen over G"xL" #10/10 WWM on 6 mil en clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ==1=1111=IIII=III 1—" . 14° Tublcal Section at Front y N al Z3 X L � r O"rn CV a a _ 0 'a of U. U Lo 60 E_ N uN L r ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION PANEL 'IA'i Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp I 2 AHU 410 3.5 1, fa 30 2 3 4 2 30 4.5 kw #io 40 gel. water HTR 5 L Ran a #6 12.0 kw 50 2 8 1 20 1.8 kw #12 Pump 9 10 Dr er #10 9.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 20 1 1 20 1.5 kw #12 Microwave l5 14 Refrigerator U12 20 1 1 20 1.9 kw #12 Kitchen S.A.C. 17 18 Recepts #1220 12k 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #1220 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts 412 20 1 I 120 11.4 kw #12 1 25 2L Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts ttl2 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts U12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 3L Bathroom GFI #12 20 1 1 20 1 #12 1 Smoke Detectors 1 3-7 1 38 1 General Lighting #12 20 1 I 20 #12 Bathroom GFI 1 39 1 40 General Lighting #12 20 1 5 are 1 41 1 42 S are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting. (3 watts sq. ft) Small Appliance Circult(s) . .,.. ... ..... ..... Refrigerator Microwave Dish. Washer. Clothes .Washer . Clothes..D.rger....... .. ..... .............................. Water. Heater. Water.Pump.................................................. .Garage Door Opener 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 5100% I 10,000 10,000 Remainder 21,415 040% 1 O 10,946 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,946 Voltage 240 Calculated Wattage Divided bg voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed Pe Push Button switch -0- Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light aterproof ground fault circuit w Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack -cm7I Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac g I Electrical Meter ® Smoke Detector Ceiling fan -ry Television Jack Telephone Jack AC Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPXR Speaker Hook -Up 0 Intercom 163 CFM IOXIOx6 MASTER BEDROOM 10 CFM IOxIOx4 12x12x9 B/A F\ F; B/Ax9 CLOSE CFM 8 x4 x4 ea", X4 Vent_thru ---- Soffit $AATH AiC Meter 150 Amp Panel 3 CFM 12xl2x1 J 1 \ 1\2 ° I ° lo• I I GR IAT ROM I I 169 CFM I Center Registers on ceiling fan 10 CFM IOXIOxl I \ IoxlOx1 1211 L- - - - - -jr- - DINING ROOM 1qf, I -R Al 18x t vent --U �ci Soffit ,-,I, 20K20 A T H I dH I 7 22" x 54"Attic Aeeess I with figN L----- L Lc GARAGE r----------------- iI I I I I I I I I I I I I I I I I I I I I I I I I ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION � F. � � � � C � � O L� 7 B/A = BALANCED AiR Electric Notes: SCALE: 1/4" = I'-O" I. 2. Use corer wire only, no aluminum. Provide and wire all required smoke detectors. per 11. It is not the intent of these lane to show ever minor detail 3. Contractor to verify location of electrical of construction. The contractorshall furnish and install all Items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in S. ALL bath and kitchen receptacles to be GFI protected. proper working order. L. ALL exterior outlets to be WP/GFI protected. 18. All work shall be done In accordance with the N.E.C. and 7. Recessed cans be installed per NFPA requirements. shall comply with all local codes and ordinances, and shall 8. AFCI receptacleess are regwired in all rooms except meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply w/ FBC RMIL02 A/C Refri Brant lines that are run thru slabs must be 19. The electrical s stem shalt be coin letel and effective) p ev sleeved 1n PVC rounded as required b the latest edition of the N.E.C. 9 q 9 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All Work shall be performed by a licensed electrical labels where applicable. 13. contractor, the completed system shall be fully operative. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected by others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years fi,om slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 I 1 232 CFM 12xbx1 1' I Ifs" J SECOND BEDROOM i j 12xl2x8 �1 B/A COVERED PORCH A/C disc. U-I 150 #2/0 Aluminum feed AMP MCB 1 i/1" Conduit _, FANEL 2" PVC ( FPL 2" rigid service FPL I Bare #L copper wire to #5 cont. rebar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden t Braden AiA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiaScomcast.net Stuart. FL 34996 UAAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install owlet under disc - rot shown or clarity Q AiC i I Meter PATIO/SLAB /'Covered Porch`.\ MASTER BEDROOM i WP GFCI U ITVI \ I - - ` Smoke / Carbon G R � A T i Monoxide Detector Combo R C� O M CM I GFCI /� I I II 16" TV CLOSE I II E GFcI I I I GFCI DINING I FI I ROOM c `� GFCI GFCI O ZM ° `� I � ' �- `� I ' KITCHEN I I I L - Smoke / Carbon Monoxide Detecto7/15 ComboGFcX�GF GFCI 92•'GFCI --- r-----022" x 54" CAttic Access � I with light J 1 iQ ` _ L -- Q L QJ \ � / t- `\SECONI�N GO AMR �° Optional ® S BCE D R O O M Panel I panel location \ Pull chain is TV \\ \ \ light in attics 42" GFCI �? GARAGE Garage / \ Door / Opener \ I I I I 1 WP GFCI I I {3> I I / \ ri 'CPO�c3VRER Ham' f EL=CTRIC=L PLA\ SCALE: 1/4" = i'-0" Post Light with � o Attie Venting Calculations FBC 2309.-i Photo can i � Total Attic Space = 2124 sq. ft. Venting Ratio VISO = 14.16 sq, ft. required Provide A Continuous Vented Soffit Winne Building Corp. The Grand Carlton Sptinish Lakes St. Lucie County Florida Date Drawn Revisions 4-12-I� GARAGE Drawn by: LEFT C.C.U. Checked by: D_R.B. `v 4 6'-3" Sheet E OF 5 H.B. Exhaust Duct 7hru Soffit E Wire For Front Post Light Comm 4 12-2�