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HomeMy WebLinkAboutBUILDING PLAN 2-21-1812" .H. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL#11651.12 26 ga. 5v crimp metal roofing attached to plywood deck ising #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' sidle 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 t' l 3 Z5/8" thick light textured stucco on tgpical concrete --------------------_ --- block construction- - - - - - - - - - - - - - - - - - - - - - - - - 5/8" thick x 8"w cut RIGHT ELF-VATION coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Suppiy and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 wood screws with self sealing washer at 12" o.c. max spacing over lapsefastene Iwithelcorrosionresstantttiln capsandwith side laps s aced 6 o.c. at all laps and two staggered rows 12" o.c. in fiel deck to trusses using attachment detail on this sheet 12 SLOPE lu 12 SLOPE �{ ,..____... �3EP -,OSEDWORK uECVS TdftE`SUB ECr '*Ns PROPOSED ­ ,qED BYREOUIRED T�dfflWR,4POSED ORr we dAl' NEC BE ND By INS SEA 0 THAr APPLI LQ CODES. 8'-1" T.O.B. 12" H. 0'-0" = Finu Floor 0 2" ELEVATION NOTES: - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - Any changes to this plan shall be submitted to the architect ASTM D for approval in writing prior to starting construction. nd 6" end :hank nails - �. Attach Return ALL Stucco Bands Into Window or Door. ovvo 1001, �On 1rPR,29 q% zj�*e i ;SLOPE 90 r 12" o ff ❑ 5/8" thick x 8 w cut 3 coral finished stucco bands 5/8" thick light textured stucco on tgpieal concrete block construction LEFT ELEVATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening NOA/FL Product Model # Manufacturer Glass Attachment method Type NUMBER 1,2,3 Impact Mi Windows 1. x aria min p00 re wl at N r, each corns ed L o.c.thereat"ter thraug T uek into sole d4 FLU 11499.1 Single Hung Series 185 and doors filled CMU sell nortainin, on 2.5" edge distance in strict adherence to the raduct apprmeal. A 16-0330.02 Overhead Model 824/811 9'-4" max. width DAB sat x to xrete ee sit aoi e R s 61 eve anchcta K e' ee o ss bar . t sit" x" uuu HaLo th 1.35" die. tare s ash inn P edge distance. Istell flack b hack run Garage Door L'-o" max bright ang (n 5/I6" x 15/8' thied lag Kress in each bracket manna 5, edge o M ry-'c to =tip adhere to product soxwel revue L pohrom Elco 1/4" dia. tagcon nth min 1.25" embedment at 3' max B FLU 16614.1 Fiberglass Design Pro/ Jeld-Wen from corners and n.5"o.c. max thereafter in head and jambs. Smooth Pro Sliding Glass MI Windows L i. x -�ii..ons WW mirr77�� pen eeff,rrMion at L max. fro eac� earns and l'o.c. 1 double rou tfie tartar through C FL# 16 33.1 Impact Door Series 420 and doors FT Suck into eokd hlladCMU wall maintaining min 2.5' sdga d stwo in atrct sobers a to t4 oduct approval. Product NOA/FL Model # Manufacturer Attachmelt Method NUMBER For CMU use (2) 1/4" x 2 3/4' Eaton with min 1 114' ambodeent 5164 Mi Windows penetration into each Mull Chip. Attch mull to clip using (4) $10 x 1.25' Mullions FL# 15353.2 vertical mullion and doors self tapping screws per clip as shown product approvaL Roof FLU 11451.12 SV Cflmp Gulf Coast Supply 26 ga. 5v crimp metal roofing attache to plywood deck using #9 x 1.5' wood screws with serf asaling washer t12" o.c. max seaang over ASTM D Metal Roofin g and manufacturing (type 2) 30 16 felt underlayment inatled with min. 4 ode laps and L' and laps fastened with corrosion resistant n caps and with 1.25' ring shank Wade spaced L o.c. at all laps and two atgered rows 12' o.c. in field. Attach deck to trusses using attachment dot on roof plan Siding 1 I Stucco on Block SCALE: 1/4" = 1'-0" TES�piration Date Design Press of Appro ± 60 psi NE d T COMP pIANt l p', lit P avECP Pv pHh n ROPOSEDWO RK ECESSAR�INS FCrORStHAr WA�"APPIW�W0004 10-9-21 + 50.0/ O.O par + 60.0 FISF ± 48.2 P F ESTation late Design Ressure of Appro d Tests + 118.9 SF - 108.5 Par - Soffit FL# 121983 Model T4 12" vented Kagcan Install using 2" x 2" battens at d o.c. screwed to soffit framing using 98 3" wood screws at each trh. Install soffit to battens using +55.0/-3 .O PSF Vinyl Soffit x dia. x 1.5" Iona rina shank via with 3/8" dia. as Hurricane 24 Gauge Global Protection Install using 1/2" dia. sold set let anchors with 1/4' dia.-20 x 1.5" Panels Flu 15016.2 Storm Panels Products LLC long 5S screw head combo. with loprene washer at 12 1/2" o.c. alon the bottom and 13" o.c. at is top ± 45.0 PSF s I have reviewed the above and approved it by my seal below. ( rchitect or Engineer of Record 1� 12� 19 1/2" drywall ceiling on truss8�hh 2" x 4" top plate ALL. MANUFACTURESu+B TWO d U FACTORS AND SH(O COMPLIANCE WITH F8C ENERGY CODE MUST REMAIN ON ALL DOORS AND * UNTIL MSPECTL6NS ARE AP'P 1/2" drywall on 2" x 4" studs at 16" o.c. base -board - 11 11 i 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 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 (.(,to 2) 3Q lb felt underlayment installed with min. 4' side laps and 6" ens laps a tdn d with corrosion resistant tin caps and with 1.25" rings k nail St.7es aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Arttiu eck to trusses using attachment detail on this sheet �Ounty, FL 12 4 1 SLOPPY T - - - - Finish Columns with 5/8" thick cut coral finished stucco bands 12 - - - - - - - - - - - - - - - - - - - - - - 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction ELEVATION SCALE: 1/4" = F-O" Gulf Coast Supply 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 FILE COPY 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 Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12' .H. 1:1 E3 . O 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction FRONT ELEVATION SCANNED 8Y St Lucie County Ud ST. LEAT'BUILD UCII TIVISION REVIEWED FOR C P ANCE REVIEWED BY DATE I Q0 PLANS AND VERKIT MUST YE KEPT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE CxV 410/10 WWM on 6 mil Visqueen clean compacted termite treated over fill Interior Non -Bearing Partition nts Braden it Braden ,AIA, PA WuBuilding Corp. Architects - Planners Coconut Avenue T H G E I I I I �l I TelS.E. Tel (112) 281-8258 Fax E-mail: (112) 281-8283 bradenalaecomcast.net Spanish Lakes Stuart. FL 34996 #AACOOOCS2 St. Lucie County Florida SCALE: 1/4" = 1'-O" 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: 145 mph ultimate Mean Roof Height: II'-p" Roof Pitch: 4:12 Internal Pressure C5-e cent: ±O_la SubJectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classificotiorl: C 1.21 x O.6 = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+O.gWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 pef Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components E Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components E Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3paP Shear Walls Considered for Structure? Yea Continuous Load Path Provided? Yes Are Components an Cladding DetaT Provided? Yes Minimum Soil Bearing Pressure:2.500 psi. Presumptive: X Bg Teat: pai This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --IS- paf FLOOR DEAD LOAD: 10 sf JOB ADDRESS: ­2� �' iii Date Drawn Revisions : GARAGE raven rawnn D RIGHT bg: C.C.U. Checked by: D.R.B. ITCH F-1 = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Sheet Comm # 17-209 B OF 5 FLOOR FLAIL CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. high by 4" diameter I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor ste proceeding with work. Flange with - 3/8" expansion boll ts into 2. Contractor to STRICTLY enforce ALL OSHA Requirements. db (3/3/8°t so keI steel plate) slab 3. ALL Lumber to be used as Beam, Rafters, etc... tohave a minimum 1,400 P.S.I. fiber stress. ` 4. No dissimilar metals to touch. 2�2" 2V' 5, ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix to bottom chord /a" 2r2" (o. Drywall at ceilings shall be leveled and attached 2/2, of trusses with screws per FBC R102.3.5. 0 0 1. ALL wood in contact with concrete shall be pressure treated. 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. CE 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2r2" handicap accessibility requirements. 12. 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 16. 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 materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C(30, C931 C40, C1002, C1041,C1111, CII18, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drgwall into Spacing Maximum wood framingmembers Nails Screws 2" x min. thickness - Ceiling Perpendicular 24" 1" 121, 13ga 1 3/8" lloong with 19/64" head O 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail �2 OR Walls Either 16" all 16" 0.080" dia. xx I S/,9" long with Direction 15/64" head OR Ggpsum board nail 0,086" dia. x 15/8" with 9/32" head. Celhng Perpendicular 24" 1" 12" 13ga 1 5/8"011oong with 19/64" head 0.098' diameter x 1 3/8" long annular -ringed or 6d cooler nail a OR 0.092" dia. x 1 1/8" long with Walls Either 16" 8" 16" Direction 1/4" head OR Gypsum board nail 0,0915" dia. x I 1/8" with 19/64" head. INSTALL VULKEM BLOCK SEAL ON ALL JAMB. HE AND Install windows thru buck into SILL BLOCK PRIOR TO BUCK block with 3/I6" tap -con with I INSTALLATION 11/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall ---\ / \ Buck to be I" x 4" PT P.T. 'Buck nailed to block with case hardened nails D eta 1 i a t W I n d O W 5 prior to window attachment NTS 19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A13L.1 and A131.1 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 wit ASTM E 84 Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 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 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced d o.c. at all laps and two etaggered 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 with (10) lod x 1 1/2" nails ( 24' o.c.) suppporting Max. 18101be. upldt 12 4 �— PRE-ENGINEERED TRUSSES at 24'1 TYPICAL (shop drawings by manufacturer) Aluminum Trip in V— \R-30 blown fiberglass Edge it Fascia n bottom chord of trusses I/2" drywall with smooth Finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (l) #5 bar cont. in each row. Substitute Kaycan full a vent vingl sorrit installed pow recast lintel Filled with concrete and (1) 45 using 1/8' dia &hank x 15" long gals. bar cont. for bottom rover openings roofing nails with 3/8' die, heed per product approval — see chart sheet #I 1/2" drgwall over I" x furringg strips at 10 o.c. with R4.1 PI -roll nsulation on typical 8" Block walls 5/8" thick light textured zAll drywall to be installed per FBC R102.3.1 stucco on typical concrete and shall meet all pertaining ASTM codes. ro block construction Mortar to be Type M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC Rb01.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) 45 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (1) 45 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with Fibermesh OR CI #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Grade ���— ��� I� ��� ' • '' PEIIIRIIII I_ li l 14" x 14" Concrete tooting 14" with (2) #5 bars coftt. and #S T Y F i C �A L SE CT 10 N transverse bars at o.c. Scale : 1/2" = 1'-0" AREA CALCULATIONS Living A/C = 1839 sq. ft. Front Porch = 26 sq. ft. Rear Porch = 100 sq. ft. Garage = 311 sq. ft. Total Under Roof= 2,282 sq. ft. Total Cubic Ft = 15,581.E -�1 2' VTR �--' 2 3" LAVA LAVIII 2" BATHER 2" wry_I 2' AAV we -I 2" LAV-1 2" 2" Nwr-I KITCHEN 2 LAUNDRY 12„ LAY -I l 2" \ POWDER \ 2' VTRwc-I I I MASTER I2' we BATH 82 2„ we -I 3n LAV- 1 C.C. LAI 2" FLUMBING RISER Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c, max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall &ilea #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and Detail at Door prior to door attachment NTS UJIrdow Schedule lark Size Rough Open. Window Descrl tlon PRESSURE ZONE I. 4'-5/8'x 5'-3 %a" 54%9"x 63%4" Single Hung ZONE 4 2. 6'-2%8"x 5'-3 %a" 15" x 63 %q' Single Hung ZONE 4 3. 2'-2" x 3'-2 I/2" 21y2"x 38%8" Single Hung ZONE 4 4. 4'-5%"x 4'-2%' 54%"x 54Ya" 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 openin dimensions to be verified bg contractor with manuracturel s specs prior to construction Door Schedule lark Size Rou h O ening Door Descrl tlon PRESSURE A 9'-0" X 1'-0" 108" x 64" Overhead Garage Door RA ED ZONE 4 B 3'-O" X 6'-8" 41 %4"x 83%" Fiberglass Panel - Inswing RAT D ZONE 4 C 6'-O" X 6'-8" 31 %," " x 831" Single Lite French RATED ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2" E 2'-6" X C-8" Solid Core - Wood - 6-Panel F 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x I%," Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-v X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K X-8" X 6'-8" Solid Core - Wood - 6-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 bg contractor with manufacturer, s specs prior to construction Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax :(112) 281-8283 E—mail: bradenaia8comcast.net Stuart_ FL 3499E #AAC000032 v 'a 0 ro u r av °' u- I 9' - O" Covered Porch Z'-92'-3" 35'-O" 1 0 n-4 o 0 00 EGRESS SITTING cr ROOM 10'-8" 4" 12'-8" T -O,, o O oa N MASTER 8'-0" to 9'-I " A.F.F.AL BEDROOM Vaulted elling 8'-0" A.F_F_ AL GR1,4T Flat Ceiling RG�OM I I Rod Shelf Vanity to be ° I I 34 %2"high ® N I i r L SET 8'-0" to T-8" A.F. 2" x 6" knee -well o Or Vaulted Ceiling below counter top � I "I DINING ROOM I 6. a�F 8" L LINEN Rod She ABINET O © r I -- BAT I High4Wall a I <11TCHEN �o O 1 - O 'Overhang LID" A.F.F. Flat Ceiling = It DESK — — 10'-5" -0, 1 — — — —U peer ca mets to extend over Ref. N I R.r. Qan a t, -II Ba a Inwlailon e O OWDER 11" --- 22 x 54 " a LINEN ABINE _ r — — �� Attic Access Provide auto 1 Rod d Shelf I with light closer L V nitg to be v p�1 = 1 I N — ----� 4"� Steel Ballard o 6----, 3 I i2 'high t C OSET Q Q i I[— I See detail on this sheet a 150 Amp I m Panel fi H.B. in -I Oo I ° K L r ao 6'-O" 4" GARAGE 8'-4" A.F.F. O 0 Flat Ceiling p N v ® ----------------- rI E ERGEN Y I Block wall in GRES3 garage to be D O T Q I I struck block I I MASTER c DVERED BEDROOM PORCH - #2 I I I I I Q Ln © 03 8'-0" A.F.F. IE Flat Ceiling 0 "2`8 5'-2" 12' -8" W g ne Building Corp. Date Drawn Revisions 12-18-11 THE GEM1NI GARAGE RIGHT Drawn by: C.C.U. Spanish Lakes Checked by: St. Lucie County Florida D.R.B. filler 4'-0" A/C o Deter A 2e Sheet Comm # 2. 11-209 B OF 5 r- — — — STRUCTURAL NOTES: 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 #I EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. ii• ALL REINFORCING STEEL SHALLI BE GRADE 60, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X(. 10/10 A-35 SPECIFICATIONS. ALL ANCOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12. BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONE) S, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IIN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL F ATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECH NICAL PLANS WHERE APPLICABLE. 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. MINIMUM CONCRETE PROTECTIO FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 1 4. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 1. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS_ BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR foUND;4T1CN FLAN 11. ALL LUMBER IN CONTACT WITH NY 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 verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2900 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 I #S, bar vert. at '48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-I1" wide. Provide (2) filled cells on each side of openings from so'-O" to 9'-II" and Provide (3) filled cells On each side of OpeningS from 10'-O" and up Contractor to see plans for any other condition used. Foundation Walls shall have filled cells at 24" 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 1. Contractor to provide for soil test prior to constructlon and provide a copy of soil test to architect for review prior to construction S. ALL reinforcing steel shall be grade (0, meeting ASTM A-16 and A-35 Specifications. ALL Anchors to be A-301 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 Vert. w/ 30" overlap SEE TYPICAL at each filled cell �ECTIONS 4" concrete slab with ribermesh OR 6"xv #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill ❑1111— m l _IIII III IIII_ 114"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL J 5CALE 1/2" = I'-U 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per foundation plan 0„ '(2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN LE 1/2" = I'-O" 12" x 12" concrete column block filled with concrete and (2) #1 bar& Vert. tied Into lintels above Verify house slab height in field Top of footer 16" below finished floor 30" COLUMN FOOTING DETAIL 5CALE 1/2" = I'-U" Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE, ❑ SCALE: 1/4" = I'-O" Termite protection for New Construction, Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, b ckfilling 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 spats boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic pipetg penetrating 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"xC #10/10 WWM on 10 mil Visq�een over clean compacted termite treatedd fill PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0 95 bar Vert. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh slope. 6"xL" #10/10 WWM on 10 mil Visqui #5 bar in curb clean compacted termite treated C_ _117 14"w x 14"d concrete mo footing with (2) #5 bars 14" GARAGE CURB DETAIL SCALE 1/2" = 1' over Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location ouble Filled Cell Column NTS FOOTINGS SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 120W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 16"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY F4 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS F5 14"W With x 14"0 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" 2" x 6" 3/8"dia. PT wood secured x 6" anchor bolt with at 18" c.c. t Braden t Braden AIA, FA overhead door track secured t wood Architects - Planners jamb per manufacturer's producl approval 411 S.E. Coconut Avenue Garage Door Jamb Detail NTS Tel : Fax : (112) 281-8258 (112) 281-8283 GARAGE DOOR TO WITHSTAND PRESSURES STATED IN PERMIT INFO BOX ON SHEET W. SEE PRODUCT E-mail: bradenaias'comcast.net APPROVAL FORM FOR MANUFACTURER MAKE AND MODEIL. Stuart_ FL 34996 UAAC000032 I u -v o 12" JT N I _ _ _ _ - _ W p o o . o ' to Rear Patio/Slab 1 to be poured separate 1 from the house slab. W(Qnne Building Corp. THE GEMINI Spanish Lakes St. Lucie County Florida I_ Itil I I IuI I I ILJ:I�I_1pJIal I L!J u r— — — — — — — — — — — — — — — 8— — — — — — 10 Filled cell under 1 FI girder above I L 1 I N I r Thicken rooting to I I 24% x 14"d x 24"L I under filled cell FI 1 under girder bearing. I 1 I I° I I I© I 1© Or H.B. concrete slab with fibermesh OR I 410/10 WWM on 6 mill Visqueen over o lean compacted termite treated fill 1 FI 1 I C t- ® Io ° I I I 0 1 FI -- r 1 I ®filled w/ Concrretlerd I © #I I I I } iu I I 1 E� I r I W �r� I O 1D � ° I a 0 10 EE ooLoao l U= I � x I b 1 I I --- Q 1177MM Recess for o o o FI i I Garage oor I I i+l I I I I pI I L — — — — — NO 3'-5" 9'-01,-1 5'-2" 15'-10" 35'-0" Date Drawn Revisions 12-18-1'1 GARAGE Drawn by: RIGHT C.C.U. Checked by: D.R.S. Nu_ Sheet Comm # 3 Il-209 OF 5 Sr 0014 Ke Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 Sd ring shank 84 psf ROOF FL,4N - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. - ALL TRUSS TO TRUSS CONNECTIONS !BY TRUSS MANUFACTURER - ARCHITECT TO REVIEW TRUSS SHOP jDRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT ANDS UPLIFT VERIFICATION - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Verify with Plan Concrete 12"x 12" / Lintel Column Block 1 Rebar Rebar 48 Bar Dia. Min. Overlap Column to Lintel Attachment NTS 1/®" thick light text ASTM C 929 over wire lath nailed to su ASTM D Tyype 2 fe to be 19/32' CDX and edges with IOd r Gulf Coast Supply am 26 ga. 5v crimp met+ wood screws with self (type 2) 30 lb felt laps fastened with cc spaced 6 o.c- at all deck to trusses using Additional Precast Lintel #5 bars -i .I CLEAR e:: 4"p •lam Lintel Length Bar Length Clear Span �� a A Bars 11 B �1 Bars .:' i i i :. i r 2,#3 none i i i i i 2'-10" 2'-8" I'-6" 1 If 1 1 3'-C 3'-4" 2'-2" 2,tt3 none 8F8-OBAT 8F8-IBAT BPS-IB/2T Additional 4'-01, 3'-10" 2'-8" 2,u3 none 7k5 bars _ CLEA '~.; .•".t�` 4'-6" 4'-4" 3'-2" 2 #3 none One Row of "H" ?'. ti•y Block Above '*`> 5'-4" 5'-2" 4'-O" 2,tt3 none 2,#4 none Precast Lintel r %' ' i Additional ' 6'-C 6'-4" 5'-4" 2 tt4 none ' #5 bare �"~` i '`----" ----' 6'-2" 2. 5 none BFIL-IBAT BFIL-IB/2T 8'-4" T-10" T-O" 2,#5 none Noss: ALL reinforcing steel is grade 60, I. min. coverage of 5teel=1.5" 2. min. bearing required a ea. end=8" 3. standard for rend. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Windoiu or D Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " " Bottom Steel Site Top Steel Size Max Gravity Load (PLF) Max Uplift Load (PLP) Max Lateral Load (PLF) L22 2'-2' V-0 era-OBAT 1 tt5 3OL9 15L9 1024 L31 T-0 2'-8" 3'-1. 4'-O° 8F8-OBAT 1 45 2561 13L3 1L3 L45 4'-5" 5'-10" eFe-OBAT I #5 1105 909 339 L50 5'-O" L'-V 8F8-OBAT 1 #5 1238 835 121 LLO 6'-8. T-L" 8P8-OBAT 1 #5 1011 121 534 L80 8'-O° T-4" 8F8-IB/2T I #5 2 #5 152 591 512 L90 9'-O" 10'-L" 8F8-IB/2T 1 #5 2 #5 643 530 401 L40B 9'-0" 10'-6" BFIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-O° II'-4" 8F8-IB/27 I #5 2 #5 582 494 452 LIOOB 10'-0" ll'-4" 8F16-IB/2T ONE 1 #5 2 #5 13LL 1028 452 LI20 12'-0' 13'-4" 8F8-IB/2T 1 #5 2 #5 411 428 324 L120B IT-O" 13'-4" BFIL-IB/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-O" 15'-4" BFIL-IB/2T ONE I #5 2 tt5 1250 L09 259 LILO IL'-0" I'll-4" 8F8-IB/2T I #5 2 #5 300 192 194 L140B W-04 n'-4" 8FI4-IB/2T ONE I #5 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. stucco installed per M D type 2 paper backed .e through one layer of 3er using 8d nails. Substrate iod nailed at (" o.c. In field iank nails into studs. G 5v Crimp Metal roofing FL tt1165 Fing attached to plywood deck using rig washer at 12" o.c. max spacing o, layment installed with min. 4' side la n resistant tin caps and with 1.25" 1 and two stagggered rows 12" o.c. in chment cl I on this sheet impson HETA 20 or equal irricane anchor at each trui th (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip _ Edge t Fascia 2" x L" Sub-F Kaycan full o vent vingl soffit installed uang I/B" din shank x 15" long gale. rooting nails with 3/8" dia. head per product approval —see chart sheet #1 12' x 17 concrete column block filed with concrete and (2) 41 bars vert. tied--� into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of Tooter IL" below finished floor 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 ---- SINGLE PLY REAR GIRDER TRUSS to vert. leg of 5 Wade at 4" o.c. T into wall using I rod set min. 12" (22) IOd Wade into truss 3LOCK1NG DETAIL )ER STRAPPING TER BEARING POINT Provide #S bar set in pre -cast lintel into beam where length of the opening calls for it. Provide PT Buck attached per jamb letads into filled c 4" Pre -cast Sill � Pilled Cell Provide #S bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. CBS W A L L Scale: 1/2" = 1'-0" Brace Gable end with 2" x 4" SYP #2 8(t back nailed to bottom of top chords using (2) 10d nails at each truss PRE-ENGINEERED WOOD TRUSSES > 8 24"o,c. TYPICAL ( shop drawings by manufacturer ) R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete .and (1) tt5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 liar cont. for bottom row over openings 1/2" drgwall over I" x furring strips at 16" o.c. with R4.1 fi-foil -insulation on tgpical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned pper FBC RLO1.1 and Mortar joints shall comply with FBC R601.2,1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #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 6"x6" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill Icdl Section dt Front Forch �r�arrr��a�a• Braden it Braden AIIA, FA Simpson HETA 20 Strap truss to wall using Simpson MGT with ru hurricane anchor at each truss hurricane 5/8" dia. threaded rod with min 12" embedment ( o.c.) supportingteM into (22) beam either IOd nails wet set or in into truss, Add detail epoxy with blocking to 1810 lbs. uplift ETA 20 I truss leg per on this sheet Z-Z LZ Al ynne Building Corp. THE GE�1fNl Spanish Lakes St. Lu�le County Florida X51 LH < Access 11 L ry 90 L45 LLO BI BI BI � W L90 BI � `n BI o= 4 � W g L4 GARAGE RIGHT Date Drawn 12-18-I1 Drawn by: c.c.u. Checked by: D.R.B. Revisions Sheet OF 5 race Gable end 4" SYP tt2 min. nailed to bottom rds using (2) IOd ails at each truss D s Comm # 3 I1-209 PANEL "A" circ# Description Wire Load BR Poles 2 AHU #10 3.3 kw 30 2 4 Poles BR Load Wire Description circ# 2 40 7.0 kw #8 A/C comp 1 3 2 30 4.5 kw #10 40 gal. water HTR 5 L Range #L 12.0 kw SO 2 7 8 1 20 1.8 kw #12 Pump 9 10 1 Dr er #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave IS 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 17 18 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 I 1 20 1.2 kw 412 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts 412 20 1 1 20 1.4 kw #12 25 24 Recepts #12 20 1 1 20 1.92 kw #12 27 28 Recepts #12 20 1 1 20 412 General Lighting 29 30 Recepts 412 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI 412 20 1 1 20 #12 General Lighting 35 31 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #12 20 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) 5,mall Appliance, Circwt(s) Range ..... , ......... , ..... Refrigerator Microwave .............................................. Dish.. Washer Clothes, ,W,a,Sher.............................................. Clothes„Dryer.............................................. ........................................ Water..Heater....................... ........... .water Water Pump ................................................... Garage Door Opener.. . . . . . ....... ...... 2494 3 1,488 2 1,500 3,000 1 12,000 1,200 12,000 1 1,200 I I,S00 1.500 1 1,200 1,200 1,200 1 1,20Q _e_ 1 5,000 4,500 5.00 O 1 4,500 1 1,800 810, Watts 1,800 1 810 Total 39,498 First 10000 Watts 9100% 1 10,000 10,000 Remainder 29,498 e40% 1 0 11,8'19 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 31,819 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 132AS Panel Size Required = 150 Amps 132 CFM IOXIOxl MASTER BEDROOM 132 CFM IOXIOxl 12x1: r- _ _ _ - F� B/AXIO CLOSE H.B. [+}0 1 \\ 8Xgx4 I AiC Meter 150 Amp Panel 121 CFM IOXIOxl SI TING RO M 143 CFM 12x6xl I -- - I- w.H. x 4" I Atttiti c Access with light - I L GARAGE r----------------- i �I I I I I I I 4 1 I II I 'I I I I I I I I jl Covered Porch 103 CFM Center Registers on ceiling fan 103 CFM IOxIOx I IOxI0x1 12" DINING ROOM A/C disc. LJ I ISO 42/0 Aluminum feed AMP MCB 1 /,' Conduit �� PANEL 2" PVC ( FPL 2" rigid service FPL I Bar#e5#4 c ppeEawire slab ir to 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 I - IT I O i B T Vent _thru_ ex4X4 ____Soffit 1 L CFM Exhaust Duct P WIDER Thru Soffil� 1 -j 116,j Bx4x4 �O i ---- 33 CFM Q i I CLOSET LcT_7 L I l8 CFM H.B. I I Bx4x4 l N 39 CF q� L - - - " � y B/A H.B. 12XI2xlO 12xLx1 280 CFM N OVERED MASTER DROOM Wire For PORCH Front Post 4 2 Light ® = JUNCTION BOX TO SUPPORT A FAN (D= THERMOSTAT LOCATION I I E C H A I C \rC U T B/A = BALANCED AIR Electric Notes: SCALE: 1 4" = 1'-0" I. 2. Use copper wire only, no aluminum. Provide and wire all required smoke detectors. I1. It is not the intent of these plans to show every) minor detail 3. Contractor to verify location of electrical of construction. The contractor shall 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 �e placed in 5. ALL bath and kitchen receptacles to be GFI protected. proper working order. 18. All work shall be done in accordance with the N E.C. and 6. W ALL exterior outlets to be P/GPI protected. shall comply with all local codes and ordinances, aind shall T 8. Recessed cans to be installed per NFPA requirements. AFCI receptacles are required 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 RM16O2 A/C Imes that are thru be 19. The electrical system shall be completely and effectively �Brant run slabs must sleeved n i in VC grounded as required b y the latest edition of the N.E.C. II. 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 bg a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified b fore inspections including blower testing where required. ordering. The contractor shall provide circuit rout, gs 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 gears from 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'-I" 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 j I Braden t Braden ,AI,A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (172) 281-8258 Fax : (-1712) 281-8283 E-mail: bradenaia5comcast.net Wwnne Building Corp. THE GEMINI Spanish Lakes St. Lucie Countg Florida PATIO/SLAB Covered Porch /I WP GFCI I I I \ SITTING I I i MASTER BEDROOM � I / I � Smoke / Carbon Monoxide Detector I Combo GREAT MO ROQM I __ r - - � - ll I LQSET II II I II I = m- DINING ,'- ROOM GFCI I 1 / F---T Q7C1 GFCI �\ KITCHEN �� N I\ \ I IX. - - - - - 3, ,12„ 3' 2" 24"17 � ESK M B ` GFCI GFCI Cl 42" GFCI so CFM POWDER I I 22' x 54" 1 1 - z Attic Access I I Iw L -with light 1 / FC1 - m -, I �(21 UJ / I I Q �� I Optional p� V 15'O Amp CLOE T I panel location I / Panel I Pull chain / I I I I light in attic �F/ 42" GFCI Y rrrSmoke rbon GARAGE =CI MonoxideC Combo Detector oo Garage Door S / Opener r----------------- i •� I I I I � I 1 I I /i WP GFCI I / I I / I I COVERED I , PORCH MASTER BEDROOM #2 ,v w� -o° o 1 Post Light with Photo cell Exhaust Duct Thru Soffit 1 4" Exhaust Duct Thru Wall WP GFCI nst � all owlet lu),ILn der disc. Lo not shown For clarity Q A#IC eter ELECTFL,4N SCALE: 1/,4" = I'-0" Attic VentlnQ Calculations FBC 2309.1 Total Attic Space = 249� sq. ft. Venting Ratio VISO = 16.64 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions 12-18-11 GARAGE Drawn ♦ g: RIGHT C.C.U. Checked by: D.R.B. Sheet Comm # E_1 I1-2C OF 5