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HomeMy WebLinkAboutBUILDING PLAN5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION 12 4 1 SLOPE 0'-0" = Finished Floor LEFT ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11951.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12j o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installedwith min. side laps and G" end Zaps fastened with corrosion resistant tinaps and with 5" ring shank Halls spaced 6" o.c. at all laps and two stage ed rows 12" o.c. n field. Attach deck to trusses using attachment detaI or1 this sheet 12 SLOPE 4 COVERED PORCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00 5/8" thick x 8"w cut Finish Columns with 117 coral finished stucco bands 5/8" thick cut coral finished stucco bands SCALE: 1/4" = 1'-0" UES IAI3LE8 SHOWING ALLM FAGT RSHGG FLIANCE COM AlACfOP'S O UST UFWRH BG NE RSANDWINDOWS IN ON A (IONS ARE AppµOVED REMA UNTILINSP Gulf Coast Supply and MFG 5v Crimp Metal roe in FL #11451.12 26 ga. 5v crimp metal roofing attached to plywoo deck using #q x 1.5" wood screws with self sealing washer at 12" o.c. m x spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" eni laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Atta< deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = F-O" OSS000, SEP�NS ZD ppV C0 PrcOS\S10 CTOR Sp�ES'JQ�9gV F\e�O\NSP PDERtOAQE" REQU\RE CESSARy \ P pM�� MPQMpLV wC(N Ad\:AP Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, sliding Doors, Windows & Skylights Opening NOA/FL Product Model # Manufacturer Glass Attachment method �T Expiration Design Pressure Type �� Date of Approved Tests l Impact MI Windows x gpcone uWI mirt p n tign eL me to rein each corner end L o.c. thereeFter throug�i PT buck into ao(id ""Z,3 t4 FL# 11499.1 Single Hung Series 185 doors filled CMU mail maintaining min 2.S. edge distance in eLrict ± 60 psf and to the product a roval. A I6-0330.02 Overhead Model 824/811 9'-4" max width DAB Hat x to aarrcreta mt ea mt D a55 b4r vert. asap 3/e' z L" HAa HLC 81.rv. anchars at 8" ox. h 1.26 da uaehera nth nn. 4' ad a detente. Install track to fiuck 10-9-21 + 50.01-60.0 Garage Door IL'-O" max height (a 5AL" x 1 5/8' rill thread I� eema in each bracket niu=me on. of I.5" edge dutaece - GC to atnetly where to product awaval psf rrvidr 1/I4' ut washer an roYar art.. B FLU 16614.1 Fiberglass Deooth Pro/ Jeld-Wen Elco 1/4' din. tapcon with min 1.25' embedment at 3" max from corners and 11.5" o.c. max. thereafter inheadand jambe. + 50.0 PSF Sliding Glass rem eaa� corner end oe� el doiu�le rein therea teed thecugh max C FLU 16133.1 Impact Door Series 420 MI Windows doors FT Buck into solid filled CMU wall meiMmmng min 2.5" edge distance + 48.2 PSF - and in strict adherence to the roduct a roval. Product NOA/FL Model # Manufacturer Attachment Method Explrati©n Design Pressure NUMBER Date of Approved Tests For CMU use (2) 1/4" x 2 3/4' tapcons with min 1 1/4" embedment Mullions FL# 15353.2 6144 vertical mullion Mi Windows and doors penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF _ Roof FLU 11651.12 5V Crimp Coast Supply 26 a. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" woods screws with self sealing washer at 12" o.c. max spacing over ASTM D Metal RoofingGulf and manufacturing (type 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end - 108.5 PSF laps rastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced 6 o.c. at all laps and two staggered rove 12" o.c. in field. Attach deck to trusses using attachment detail on roof plan Siding stucco on Block �- Soffit FLU 12198.3 Model T4 12" vented Kagcan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using +55.0/-35.0 PSF Vinyl Soffit 0,12" dia. x 1.5" Iona rino shank nails with 3ZE' din- head, Hurricane 24 Gauge Global Protection Install using 1/2" dia. solid set lead anchors with 114" dia.-20 x 1.5" FI# 15016.2 Products LLC long 55 screw head combo. with Neoprene washer at 12 1/2" o.c. ± 45.0 PSF Panels Storm Panels along the bottom and 13" o.c. at the top I have reviewed the above and approved :it by my seal below. ( Architect or Engineer of]Record ) TERMITE114@ATMENT REQUIRED v u NE THESE PLANS AND ALL PROPOSED WORM. ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE 9oMPL woAll. APPUCAILLDODRi, WNG ALL MANUFA Up Sr' R000?LIPN U FACTORS AN MUST WRH Fee ENE903*4 RB AND WINDOWS REMAIN ON ALL E pppROVED UNTIL INSPECTIONS AS 12" 5/8" thick x 8% cut" coral finished stucco bands 2" x 4" top plate I ' 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 211 x 4" studs at 1C o.c base -board 11 II / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV 910/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Non -Bearing Partition 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 C 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 stucco on typical concrete block construction REAR ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x LS" 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 L" 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 12 4 SLOPE ICI ICI ICI ►�� J=l EMI, IMI I=I III III ICI ICI III III I[�I ICI C01r04( eje" Aq�Ar "Itt a"9so'g CpI,r. 0 0'9& p t �� SCANNED BY St Lucie County ST. LUCIBU LID DISION REVIEWED FOR COMP ANCE REVIEWED BY - DATE 71- r- 10 PLANS AND -PERMIT MU5TBE KEPT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE nts ^' Braden t Braden AIA, PA Wgnne Building Corp. Architects - Planners IIIIII I C 411 S.E. Coconut Avenue THE W I I �l D J Tel : (172) 281-8258 Fax : (172) 287-8283 Spanish Lakes E-mail: bradenaia comcast.net cI 2AQQ/ ftAArny St. Lucie Count Florida nnn77 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" 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 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 111 4,13 INN IN- ISM-1I SCALE: 1/4" = 1'-0" 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 Budding Code Residential. 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 145 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4:12 Internal Pressure Comae Tcient: ±0.I8 SubjectabI ity to damage from: Weathering: Neg[I i le Termites: VeryVery Heavy_ Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C pp II�� To Li2°PiTCH Adjustment factor for Exposure Height: 1.21 x 0.1. = 0.124 ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.6DL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +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 0= Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Wells Zone 4 Components i Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 oaf Shear Walls Considered for Structure? Yes Continuous Load Path Provided?yes ® = Roof Zone 2 Walls Zone 5 Are Components an Cladding Details Provided? Yea END ZONE Minimum Sal Bearing Pressure: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 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 pef FLOOR DEAD LOAD: 10 psf JOB ADDRESS: 37 LAS CASITAS Model: Date Drawn Revisions REAR DrawnDrawn by: PORCH C.C.U. RIGHT Checked by: D.R.B. Sheet Comm # OF 5 FLOOR FLAN Recess top plate for x 3/8"d Counter top = verify type with contractor steel support angle angle �� y� CRASH POST D E T A f L see detail on this sheet TYPICAL NOTES: SCALE 1/4" = I'-O" N.T.S. 17 I. Contractor to verify ALL notes and dimensions prior to d h k 36" high by 4" diameter steel crash post. Floor Steel countertop support angle 2. procee Ing wit wOr . Contractor to STRICTLY enforce ALL OSHA Requirements, Flange with 4 - 3/8" Install 6" from each end and expansion bolts Into one in center of counter. Base cabinet 3. ALL Lumber to be used as Beam, Rafters, etc.., to have slab (3/8"t 50 ksi steel plate) see angle detail z" x s" wood etude a minimum 1,400 P.S.I. fiber stress. a 6" 1/2" drywall at 10 o.c. 4. No dissimilar metals t0 touch. 21/2" 21;/2" 2" x 8" PT wood plate S. ALL Concrete used for slabs shall be min. 2,500 P31 concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° shall be 3,000 P.S.I. concrete and/or 4,000 F.S.I. grout mix ,3,a„ ° 2y," KITCHEN ISLAND FRAMING DETAIL 6. Drywall at ceilings shall be leveled and attached to bottom chord v of trusses With Screws per FBC R102.3.5. p 2'/z' Attach buck to block wall with I/4" die. Elco tint screws with min. -L ALL wood in contact with concrete shall be pressure treated. O O 1 1/4" penetration at 12" o.c. max S. ALL wall dimensions are nominal and not finished wall or stud dimensions. and 4" max from each corner thru %2 Exterior face 2" x 6" PT Buck 9. ALL plumbing fixtures to be low flow. of wall arias 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 ns wood .crews thru iamb into buck at eachhinge and IS" o.c. max and handicap accessibility requirements. M2/,� Detail at DoorPrior to door attachment 12. Lowest finished floor to be set by Governing Building Department /' NTS surveyor to Set in field. INSTALL VULKEM BLOCK SEALANT 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND 1-4. [Door between garage and residence shall be 1-3/4"t 20 min. rated door SILL NSTALLATIONRIOR TO BUCK Water Heater Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC 302.9.1 thereafter corner tn r a and 0." o.c. .camax. 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior race at head and will per product approval 11 All ex Osed attic insulation materials installed on attic floors shall have a critical radiant I or wall Buck to be I" x 4" PT flux note less than 0.12 watt per square centimeter. Exposed foam plastic insulation Z Varies materials exposed on the underside of the roof deck or on the attic Walls shall comply with 1=.B.C. R316 - see permit info box of code edition 0318. G psum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 1"x4" P.T. Buck nailed to C4�0, C1002, C1041,C1111, C11-i8, C1278, C1395, or C1396 and shall be Installed Detail at Windows prick with case hardened nails accordingto the following: (FBC R102,3.5) prior to window attachment g I" 6" PT B k sled t Masonry Beam Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation drgwall Into Spacing Maximum of wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" Z" 12 isga 1 3/8" long with 19/L4" head 0.098" diameter x 1 1/4" long drinular-ringed or 5d cooler nail /2 OR 0.080" dia. xx 1 5/8" long with Walls Either I6" 8« 16" Direction 15/44" head OR C� psum board nail 0.081" ilia. 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" Iiga 1 5/8" long with 19/L4" head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail OR 0,092" do. xx 1 1/8" long with Walls Either 16" s" 1L" Direction 1/4" head OR Gypsum board nail 0.0915' din. x 17/8" with 19/64" head. block with case uhar ened nails NTS prior to door attachmen Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c, max thereafter at head per product approval p O O Use 3/I4" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval 1" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, " Masonry Wall --------_ A108.1, A118.1, A118.3, A136.1 and ASTI rz" = 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM " C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall BottomCTrack Typical Flooring be used as backer for the wall tile in tub areas and wall panels in shower areas. Sill Install SGD thru buck into 21, Insulation including facings such as retarders or vapor permeable members installed block with 3/IL" tap -con with Within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics ) I I d I%1 g D OOr D t a I I 1 froomm each corner and 20.."" penetration at 6" max. o.c. max shall have a flame spread index not to exceed 25 with an accompanylng smoke thereafter at Jambs per product approval Jamb developed index not to exceed 450 when tested in accordance with 4STM E 84. At M sorry Wall NTS Insulation shall comply with E.B.C. R316- Window Schedule Gulf Coast Supply and MFG 5v Crimp Metal rooring FL #11651.12 Mark ISlze Rough Open. window Description PRESSURE ZONE 2L go. 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 I. 4'-51'e"x 4'-6 %s" 544'x 54V Single Hung ZONE 4 (type 2) 30 Ib Felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails 2, C-2Ye''x V-3%' 15" x L3%' Single Hung ZONE 4 spaced 4" o.c. at ail laps and two staggered rows 12" o.c. in field. Attach 21Y2"x 31 Sin le deck to trusses using attachment detail on this sheet 3. 2'-2" x 3'-2%' g Hung ZONE 4 4• 3'-1 x V-3%' 38" x 43'/;" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint Simpson HETA 20 or equal rid mullions per elevations. hurricane anchor at each truss 12 with (lo) IOd x I I/2" nails PRE-ENGINEERED TRUSSES LL windows to withstand pressures in permit info box on sheet 1 ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL ALL windows in bathrooms t0 be tempered 18101ba. uplift (shop drawings by manufacturer) Ail rough opening dimensions to be verified by contractor wl h manufacturers specs prior to construction Aluminum Drip —� R-30 blown fiberglass Door Schedule Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish Me rk I Size Rough Opening Door Description PRESSURE ZONE 2" x L" Sub -Fascia Two rows of beam block filled with concrete " « and (1) 45 bar cont. in each row. Substitute 9 Q X O 108 x 84" Overhead Garage Door ZONE 4 Kill full o vent vm9l soffit metalled p recast lintel filled with concrete and (1) #5 3'-CI!" X L'-8" 41" �4" x 83�+' Fiberglass Panel -Inswing ZONE 4 using 1/8" dia shank x 1.5" long gals. bar cont, for bottom row over openings rooting nails with 3/8" dia. head per 4'- " X 6'-8" 14" x 81 %' ;t..b„tw Sliding Glass Door ZONE 4 product approval - see chart sheet #I 1/2" dit�Wa11 over I" x furringg strips a IL" o.c. with R4. ?I -toll T-6- X C-I Solid Core - Wood - L-Panel-BrFald Finished 24" x 81 %" nsulation on typical 8" Block walls 2'-61' X L'-8" Solid Core - Wood - 6-Panel 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 T and shall meet all pertarnln ASTM codes. 5'-G1" X c-e" Solid Core - Wood - 4-Panel - Bi-Fold stucco on typical concrete 8o Mortar to be T e 'M" on proportioned per FBC RLO-1.l block construction yp p p p T-8 x 6'-8" x I %" Solid Core Wood, Steel, or Masonite Door and Mortar Jonta shall comp y with FBC R601.2.1. i Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 2'4' X L -8 Solid Core -Wood - L-Panel #5 bar w/ 30" overerlaplap FIII cell with concrete and 2'-(r X C-8" Solid Core - Wood - L-Panel - Bi-Fold at each filled cell O #5 bar vert. (typical). Verify attachment Max. spacing shall not exceed hole location with GC 48" unless otherwise noted prior location fabrication Wood see foundation plan notes for LL E terior doors to withstand pressures stated in permit info P 3/8" thick Base spacing at openings b x On I5heet 41 steel brack 4" concrete slab with fibermesh OR GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL cl an coin WWM to 6 mil Visquetreated over WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 clean compacted termite treated fill Grade `r A I rough opening dimensions to be verified by contractor h manufacturer s s ecs rior to construction 35'-0" I - 15'-3" 8'--10Y2" 12" 8'-IOY2" 12" T-,Y2„ 2 _ . E . . EGRESS �12" x 12" Concrete column block filled with concrete and 13'-II" p (2) #1 bars vert. tied Into O lintels above O Filled cell under r- girder above PORCH WIRE LATH t STUCCO p CEILING e- E MASTER Provide screen mrill below ° beams and between columns — BEDROOM o © ��m :.DIE 00 E O 00 00 u �r n Flat Ceiling E I E I 00 I E (Y I Vanity to be O I O 34 Y2"high O Rod t Shelf - 8'-O" to T-S" A.F.F. R Vaulted Ceiling E E "' r I GxREA ROOM rT I-H.B L °1C 00N n as m — n 3'-4" 32" DRYER ASHER I LAUNDRY I O s W O LO I- N 8'-O" to T-8" A.F.F. O r I Vaulted C ° H iling E - ° DINING Vanity to be 34 Y2"high R O O M O - 42" i l I LO I counter tops to 3/8" thick steel I I r overhang wall 1.5" O E _ O r- 9'-5" 5'-3" 90„ counter top supports eq-qDr er tops toOer ang wall I.5"Ln °2'-4" — CADR +41" high wall SECOND � E o BEDROOM I KITCHEN 1 I I E - 8'-O" A.F.F. S'-0" to 9'-8" A.F.F., _ Flat Ceiling I Vaulted Ceiling O_ O I Upper cabinets to -1 extend over Ref. I V- I E I MICRO AY NON-V -NT I = 12'-8" 4„ L„ REF. n 38• CLEAR Q E H B OPENING L — — — J r•_ R-II Batts Imletion `r O OD 4 • THIRD O �Frovideauto 44 Steel Ballard E See detail this E on BEDROOM sheet �— W, OI Ott > 1 -22" - 54" E O H I I Q x I AtticAccess I 8'-0" A.F.F. iI I w J = _ - - - - - - E Flat Ceiling A.F.F. A#IC r q Flat Ceiling O all G�4R,4G of 12'-8" in O m E cn - °O E Block wall in O MTEE garsge to be ENR-II Bates Insulation Provide auto E 2'-8" struck block N 150 Amp closer 6,-4 ° Panel EMERGENCY E ° EGRESS C3. ° I B I I E i GOLF CART11 '� O i i E 03 GARAGE 1n 13' - O" 12" 00 =-)II IO° 00 O O 00 9'-0" 2,-e" c-4" 9'-01. ° 2'-81, FILE COPY 3 3 E 35'-O" F L„ Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. 3, . Garage = 459 sq. ft. COUNTER TOP BRACKET DETAIL Total Cubic Ft = 14,024 under Roof Total = 2,484 sq. ft. IIII—IIII—IIII —IIII MODEL: Date Drawn : Revisions : Sheet Comm # =IIII Ii IIII I —I =IIII �i IIII 11' Braden t Braden AIA, PA Myrna Building Corp. III III —I II 1 Architects - Planners Hill IIII Jill i i— 1411 x 14" Concrete footing1V2-Iq-I�l 41�f S.E. Coconut Avenue I I I I I I j� I j 1 O REAR >rawn b 14" tfa ve 95 bars tint. and 45 i-1 w I �l D PORCH �.G,l I y tfansverse bars at 48" o.c. Tel (112) 281-8258 21 T Y P I C A LSECTION Fax : ('112) 281-8283 Spanish Lakes RIGHT Checked by: Stuart, FL 34996 Scale : 1/2" = 1'-O" E-mail. 99(. �AAC0O00ale comcasO32 1 St. Lucie County Florida TD.iR.B. OF 5 STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO [RAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 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) = WIND 4-1 PSF = BE 3000 PSI OR 4.000 PSI GROUT MIX AT 28 DAYS VELOCITY PER PERMIT INFO BOX ON SHEET 41 EXPOSURE =" " 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 SHALL BE GRADE 60, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THiCK W/ 6X6 10/10 A-35 SPECIFICATI NS. ALL ANCHOR 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, SLE VES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 9S% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAM S SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS A 1D SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTU AL OR MECHANICAL 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 CONCRETEPROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. �• 14. LAP ALL REINFOR ING STEEL A MINIMUM OF 48 BAR DIAMETERS. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE IS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 8• IL. ALL STANDARD L ,MBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 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 11• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FO U A D/4T f O N FD L; I N PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Ang 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 2500 psf. Should ang other conditions be encountered, the architect Shall he notified in Writing for revision 4. Verifg 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 to SI-II" wide. Provide (2) filled cells on each side of openings from 6Itif to 9'-II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for ang 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 Surveg - Form Board Surveg to be provided to Truss Company prior to truss construction 1. 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 60, 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. 45 bar vert. w/ Thicken edge to 8"xB" SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 14"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET F 30" x 30" x I6" D COLUMN FOOTING WITH (4) a5 BARS EACH WAY 8.8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 Wth With th Curb at Garage x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" 9 12"W X IS"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET SO" overlap SEE TYPICAL with concrete and 4" concrete slab with Ifibermesh OR at each filled cell ECTIONS one 45 bar continuous CxC #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill 4" concrete slab with flbermesh OR GRADES G"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade �]J III14"w x 14"d concrete monolithic -, footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6"x6" 1*10/10 WWM on 10 mill Visqueen over clean compacted termite treated fill 45 bar cone. Q. 10" (2) #5 bars cont. bottom steel 12" 2 DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) UI bars Vert. tied into lintels above Top of Tooter 16" below finished floor_ Verify house slab height in field v #5 bar Vert, w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. 45 bar in curb \ Grade 30"x30"xl6" concrete column footing with (4) 45 bars each way SCALE 1/2" = 1'-0" r—_q SLAB EDGE DETAIL' SCALE 1/2', = 1'-0" ',,SEE TYPICAL fSECT10NS 4" concrete slab with fib VXV 410/10 WWM on 10 n clean compacted termite 1z 14" ermesh OR il Visqueen over treated fill 14"w x 14"d concrete monolithic footing with (2) tt5 bars cont. �j A CURBDETAILAO" 7GA R concrete slab with flbermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill I #5 bar cont. o i sin Nt Ln 10" (2) 45 bars Cont. bottom steel 12" DETAIL AT 910GARAGE STE,PDOWN SCALE 1/2'I = I'-O" 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 bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping 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. 2" x C 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 NTS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 95 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location 95 From Footing To Tie Beam Double Filled Cell Conc. Fill To Be 3000 PSI See Floor Plan For Location 101 I Oq olumn Single Filled Cell Column NTS NTS 0 I r co v U_ H.B. A/C r — — — — — — I _ 4 12" x 12" concrete column block filled I I with concrete and (2) 41 bars vert. tied 35'-0" F4 into lintels above 15'-3" F4 8' =102" 8'-10%2" 12" T711 001i:1 1 i1 OD 00-'----�° n L_ �L �F F Tr I FI I o I Filled cell under 24" I 1- girder above F1 J Rear Porch Slab to O F4 r be poured separately 1 ul I �I E from House Slab. O_ O N I � I Thicken footing to tto 24% x 14"d x 24"L I O I under filled cell I under girder bearing- ICDIE0101E E FI NQ Rear Patio/Slab to FI 1 O be flush with bottom of sliding door recess. E Slope I" I 0 I I �- I I '- r- I F1 I i r- I' I� I I 4" concrete slab with Fibermesh OR I O 6"xC #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I �a� m I to m_— o to DRYER ASHER I I I• r- I I f- O II I� I FI � • �I I I IE o DW I m I Off, R I II \ I O I FI 4" concrete slab with flbermesh OR I G"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I MICROWAVE 3a'RCLEAR NON -VENT I O° I OPENING ° H • B --- �; -- - � I I 5.5" Ste I — — - — — — — W.H. I 4" 0 Steel Ballard See detail on this sheet tu l I I I w I I a FI I I � F51 L— F6------ I- r-- ----- — EE O E OI m W 5•s EI I IL �Z_ I I N F5 UJI I I E F5 Z I I I 6'-4„ � I I 11.5' �E O E 1.5" Recess for ° E ° — i — --— — — — a) Recess for -- E 00 O EE Garage Door 14" "' 16" Garage Door •t 2, 8„ 6' 4„ 2- 8, q,_O„ 2,-8„ Braden illl. Braden A I A 0 PA Wgnne Building Corp. Architects — Planners S.E. Coconut Avenue Tel (�72) 28�-8258 I LJ T H F. I I W I I j� I�l D S C I Fax (112) 281-8283 Spanish Lakes E-mail: bradenaia comcast.net St. Lucie County Florida Stuart- FL 34996 #AAC000032 i~ A 5' Step 35'-O" , 5" Step MODEL: Date Drawn Revisions Sheet 12-19-11 Comm # REAR Drawn by: 3. PORCH c.c.U. RIGHT Checked by: ID. R-B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Fill 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Pressure Zone 1 61' 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 76 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.9 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 `I# l Rebar to Lintel 48 Bar Dla. Min. Overlap Provide 95 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete 8u8-OB/OT precast -- lintel set in mortar Min. 8" Bearing 12"x 12" Column Block --,\#I Rebar Attachment NTS i 1, Provide 95 ,bar set in pre -cast O O :7Cal- lintel into beam where length of the opening calls for it. — O L e PT Buck ad per jamb into filled c 4" Pre -cast Sill \ DETAIL AT WINDOW O CBS WALL ver angs at un ess otherwise note on — Roof pitch at 4:12 unless otherwise noted on t — Truss shop drawings to be provided by manufac — Any changes to this plan shall be submitted to architect for approval In writing prior to start) — ALL TRUSS TO TRUSS CONNECTIONS B TRUSS MANUFACTURER Architect to review Truss Shop DraWingS Prlol --� to construction for layout and uplift verlflcatlor Filled Cell — Contractor to provide for Form Board Survey Form Board Survey to Truss Company prior tc ) 45 bars with min. 48 bar rs overlap ,n filled cell. Tie ell steel into continuous steel. Concrete Footing (see Footer schedule for exact sizes) ENING IN >cale: 1/2" = I'-0" PLY REAR GIRDER TRUSS 2" x 4" blocking to Vert. leg of with 10d x 1.5 nails at 4" o.c. II Simpson MGT into wall using dia. threaded rod set min. 12" wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tggpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps end two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet ____` Additional Precast Lintel tt5 beta =` CLEAR Lintel Length Bar Length Clear Span u n A Bars r) n B Bars '`` �"f � i i i 2'-10" 2'-8" I'-6" 2 #3 none 3'-4" 21-2" 2,#3 none SF8-OBAT 8F8-IB/IT 8F8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2?13 none #5 bars CLEA �;'�?::; :';<.'+'" 4'-6" 1 4'-4" 3'-2" 2,43 none ":. One Row of "H" 5'-4" 5'-2" 4'-0" 2.43 none Block Above 2,44 none I Precast Lintel 2 u4 none i Additional 45 bars �__'._� I'-6" �'-0' 2,#5 none BFIL-IB/IT BFIL-IB/2T 8'-4" �'-10" T-0" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I, min, coverage of steel=1.5" 2. min. bearing regmred a ea. end-s" 3. standard for reef. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit WidthSize Lintel Cast -Crete Specification Rows of "H" Block Above " ii Bottom Steel Size Top Steel Size Max. Gravity Load (PLF) Max Uplift Load (PLF) Max. Lateral Load (PLF) L22 2-2" V-L" 8F8-OBAT I 1 #5 3049 1501 1024 L31 2:=8� 3'-1" 4'-0" BF8-OB/IT 1 #5 25L1 13L3 1L3 L45 4'-5" 5'-10" 8F8-OBAT 1 #5 1105 904 339 L50 W-O" L'-L" BPS-OBAT 1 #5 1238 835 -121 LLO L'-8" T-L" BPS-OBAT 1 #5 1011 721 534 LBO W-O" 9'-4" 8F8-I15/2T 1 #5 2 #5 152 591 512 L90 T-ON 10'-4' 8F8-IB/2T 1 #5 2 #5 L43 530 401 L90B 9'-O" 10'-4" BFIL-I13/2T ONE 1 #5 2 #5 1533 1183 401 LIO0 10'-O" II'-4" BF8-IB/2T 1 #5 2 1 #5 1 582 494 452 LIOOB 10'-0" II'-4- 811"I4-8/2T ONE 1 #5 2 #5 13LL 1028 452 LI2O IT-O" IV-4" BPS-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0" 13'-4" BFIL-IB/2T ONE 1 #5 2 45 10'15 Tlo 324 LI40 14'-0" 15'-4' BFI4-I13/2T ONE 1 #5 2 #5 1250 409 259 LILO IL'-O" I'll'-4" SPS-8/2'r 1 #5 2 #5 300 192 1 194 LNOB IL' -Om IT-4" 1 BFIL-I13/2T I ONE I 1 #5 2 #5 950 500 1 194 - 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. 12 Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) suporting Max. IBIOIba. up IiFt Aluminum Drip Edge t Fascia Flash and Counter ` flash Nail ledger to gable end truss with (2) Od 118 at each web Aluminum Drip Edge t FH6G19 attached to thorizontal3and verticals wood 12" framing with nails a staples to provide 2" x 6" Sub-Fasci no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members Kaycan full o vent vinyl soffit installed using 1/8" dia shank x 1.5" long gaiv. roofing nails with 3/8" dia. head per product approval -see chart sheet #1 5/8" thick light textured stucco on typical concrete I2" concrete column block construction blox ock filled with concrete and (2) #1 bars Vert. tied see - Varies Ian P into lintels above tt5 bar Vert. w/ thicken edge to 8"x8" 30" overlap with concrete and at each filled cell one #S bar continuous BEYOND Rear Patio/Slab to be flush with bottom of sliding door recess. Top of footer 16" below finished floor Step per foundation plan `s IIII—III a Slope per foundation plan ( I I III-IIII-IIII I 'IIIIIIIIIIII— - _ IIIII I I I- =IIII=IIII , � „IIIIi � i �-� I I 11 -i I I=IIII1 I 1111 IIII 1�1�--kh ll 1=3 Tublcal 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-ENGINEER-f-D WO( > ® 24"o.c. TYPICA ( shop drawings bg manuft ,R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (U 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) tt5 bar Cont. for bottom row over openings 1/2" drywall over 1" x furringg strips at 16" o.c. with R4.1 Pit -foil -insulation on tgplcal 8" Block walls All drywall to be installed per FBC R102. and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned p and Mortar joints shall coinply with FBC R( Provide Our-O-Rock at all wet areas (ex. Fill cell with concrete and (U tt5 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 Cx(" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill 14" Sectlor at Prort Porch Scale : 1/2" = I'-0" Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8' dia. threaded rod with min 12" embedment _ ". into beam either wet set or in epoxy with rrvnuc uvmnepvui. hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Provide downspout f PANEL "A„ Poles BR Load Wire Description arc# circ# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gel. we HTR 5 L Range #L 12.0 kw 50 2 � 8 I 120 1.8 kw 11112 Pump 9 10 Dryer #10 5.0 kw I 30 2 II 12 1 20 L5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. Il Is Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepta #12 20 1 I 120 1 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts 212 20 1 1 20 1.4 kw #12 25 24 Recepts #12 20 1 1 20 1.92 kw #12 29 28 Recepts #12 20 1 1 15 #14 General Lighting 29 30 Recepts #12 20 1 - 1 15 #14 General Lighting 31 32 Receipts #12 20 1 1 15 #14 General Lighting 33 34 Exterior GFCI #12 20 1 i 15 #14 General Lighting 35 3L Bathroom GPI #12 20 1 I 20 #12 Smoke Detectors 31 38 General Lighting 414 I5 I I 20 #12 Bathroom GFI 34 40 General Lighting #19 15 I - spare 41 42 s are PANEL "A" LOAD CALCULATION -SHEET- Load Description Qt . Watts Total(Watts) General Lighting (3. watts sq. ft.) $mall. A_ppllance, Circult(s)... _ .. ...... . .......... Range ........................... Refrigerator . ... Microwave . .................................................. Dish Washer . Clothes Washer Clothes, .E)rggr........... _.................................. 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 I 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 e100% 1 10,000 10,000 Remainder 21,415 e40% 1 O 10.961. Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,%L Volta e 240 Calculated Wattage Divided by Voltage = Total Amps 1 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed Is Push Button Switch Exhaust Fan =E) Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle o- Well Mounted Light Waterproof, ground fault interruptet Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack en Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel © Central Vac 8 Electrical Meter ® Smoke Detector M Ceiling fan Qv 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 = JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire onlg, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 7. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refricierant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. I6. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 17. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utilltg and telephone comoanu. #2/0 Aluminum feed I'/,' Conduit 2" PVC l A/C disc. 150 ncs PANEL 124 CFM IOxIOx6 MASTER' BEDROOM 124 CFM IOx1Oxb 12xI2xl0 B/A F-1 __y\\I i i i i F11 I\ - ° 12xI:txTdCs B/A Vent thru �u_1_ ( `15Soffi-- ff 50 CFM t 8x4x4 9 CFM �LOSET 0 DRYER ASHER LAUNDRY 6 FM U 16 CFM Bx4x4 12xl2x8 F t B/A2N� Ill CFM 12xbxl SECOND BEDROOM 12xl2x8 B/A THIRD BEDROOM 100 CFM loxbx6 150 Amp Panel GOLF CARS GARAGE I I I 2" rigid service FPL Bare #L copped wire 9 to tt5 coot. ra ar in deb I i 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 19. The electrical system shall be completely and effectively grounded as required by the latest edition of theI N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routlflgs to suit the Job conditions. 22. Furnish and install all fixtures as called for on t e plans or as selected bg others. 23. All raceways and pipes placed in or through any (concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below T-I" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 PORCH 141 CFM IOxlOxl MASTER BEDROOM PATIO/SLAB Z'� PORCH WP GFCI \ - - - - - - vC �S 14l CFM IOXIOxl (r) (n O C I e GREAT( ROOM Is I I I I I 141 CFM loxloxl 12" I DINING ROOM I I ni>e ----- i-- I r i■ -, r 'i MM• :jY.P.RS•.S.o• 9^..4.5...•`.SS OY.u...454...•.hSto0Ra5 1. 4"0 Steel Ballard See detail on this sheet , 22" x 54"-I Attic Access with light -----� GARAGE r-----------------i I I I I I I I I I I I I I I I I I I I I I I I I MECH,4NIC/4L L/4YOUT C= THERMOSTAT LOCATION SCALE: 1/4" - 1'- O Braden t Braden A IA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaacomcast.net Stuart. FL 34996 UAAC000032 3 TON SEE MANUAL "J" and Energy Calculation for Unit info Install oulet under disc. - not shown for clarity Ri wJ N 0 0 Q pv SECOND BEDROOM, ' 1 I i THIRD BEDROOM,-- i I Attic Ventina Calculations Total Attic Space = 2101 sq. ft. FBC 23 9.7 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Wwnne Building Corp. Spanish Lakes St. Lucie County Florida MODEL: REAR PORCH RIGHT GREAT ROOM DINING ROOM I \ I \� I �-C FCI - - - - CAM R � I III����77II GFCI O° •°G ® I I 1 K,1THEI I tFC %in - II I ® MI "AVE C3 FCI / REF. NON-YEA'T� 36' CLEAR O / ENING - J - - � - GFCI GFCI 19$ / FCI 4" 4 Steel Ballard / \ See detail on this sheet - - - 22 x 54" I Attic Access Q, I faL - 'With fight I 7-� \ ® 1 \ I OPTIONAL PANEL -rj LOCATION 11 1 / FCI �\ GARAGE Foof/ -L GFCI \ / p 160 Amp , / bight \ � Panel GFCI \ to corner \ GFCI r--------�_r-------Z51 ---� Garage / Garage Door 1 / I Door 1 Opener i / I Opener GOLF CART; / GARAGE 1 I 1 I I I I I I GFCI to garage lights I I ELECTRICAL FL 4N ---- Post Light with O SCALE: I/4" = 1'-O" Photo cell Center Post Light between driveways Date Drawn I:2-19-11 Drawn by: C,C.U. Checked by: D.R.B. Revisions Wire For Front Post Light ?1 L Sheet Comm # E-� B OF 5