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HomeMy WebLinkAboutBUILDING PLAN 2-21-18Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at � �2" 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 tirrrrjjjj caps and with 1.25" ring shank nails spaced 0 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detain on this sheet \ 12 4 1 SLOPE ____ ______________ _______ 5/8" thick x 8"w cut Finish Columns With coral finished stucco bands G ick cut coral finished hstucco bands cNR�s�c4�MHje kW �0G �OOW`N pIS LEFT ELEVATION �FAc` p6GENEDpOP`'ppP 000ll SCALE: 1/4" = 1'- 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 I \ RIGHT ELEVATION 5/8" thick light textured stucco on typical concrete block construction u 12 SLOPE 14 EGRES 12" PER D 01 3 - - _ - - 0'-0" _Finished Floor 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TEST, t;xfiation Date Design Pressure' g of Approved Tests 1.2.3 It-4 FLU 11499.2 Single Hung Series 185 Min Windows and doors W rt tn�LMpn /om"G eec�i carnet mid L�ocr's thereafter through PLT Buck onto solicd filled CMU wall maintaining mn 2.5" edge distance m strict adherence to tM radw t o ravel. ± 60 psf 16-0330.02 Overhead Garage Door Model 824/811 9'-4' max. width IL'-O" max height DA6 rate " X to eon>ate mt i u ee U oe be vert.. 3/e' x L' l dta WLC Slasv enchoe at 8' o.c. L26' as. esden meh at 4' adee dietanee. Install track to buck m s/16 xI s/a ire ahead at scow m each bracket amKainne en. a I.s" edr drtaiee - GC to %mcdo adhera, to prodiet approval revde 1/IL' mhnut sealer an Paean, rims, 10-9-21 + 50.0/-60.0 psf FLU 16614.1 Fiberglass ProB Smooth P o/ Jeld=Wen Elco 1/4" ca. tapcon with min 1.25" embedment at 3" max from cornea and n.5' o.c. max thereafter m head and iambs. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 Mi Windows and doors L i. x ycons i. penetqraGon at L max ram sac corner end o.c. ee Jw"I'le row thereafter through PT Buck into solid filled CMU wall maintaining min 2.5' edge distance in strict adherence to the rodu:t approval. + 48.2 PSF - Product NOAA R Model # Manufacturer Attachment Method TEST Ex iration tteo Deof sign pproved sure Tests Mullions FLU 15353.8 CM-18531 vertical mullion MI Windows and doors For CMU use (2) 1/4" x 2 3/4' tapcons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) 410 x 1.25" ea f tapping straws per clip as shown in product approval. + 118.9 PSF _ Roof FL# 11451.12 SV Crimp Metal g and manufacturing 2L ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" ood screws with self sealing washer at 12' o.c. max s?acing over ASTM D (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 spaced O ox. nt all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding stucco on Block Soffit FLU 12198.3 Model Tall 12" vented Vin I Soffit y Kagcan Install using 2' x 2" battens at 6" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0.12" dia. x 1.5' Iona rino shamshamk n / diahead, +55.0/-35.0 PSF Hurricane Panels FI# 15016.2 24 Gauge Storm Panels Global Protec¢tion Its LLG Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long SS screw heed combo. with Neoprene washer at 12 I/2" o.c. along the bottom and 13" o.c. at the top -+ 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Yq�/qFa Fir °q<4 FzBV NFc�Y'`/F��NYC /tH d, YIANSF 2" x 4" top plate 7gSONS O9k TO m4T base -board Interior Non-Bearin THESE PLANS ANO ARE SUBJECT TO AN LL PROPOSED WORK REOuIRED BY FIELD INco RAECTIONS MAYNECESSARyII COMPLYWITNALLAPP 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 9" o.c. at all laps and two staggered rows 12 o.c, in field. Attach ♦r,aax.a 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction READ' ELEVATION CDNCfAGPDFASTfNE Rs AR ANT RESPoNSBI(oRA�ACYO HMENTS �CTpRQFRE ORDrHF M 5/8" thick x 8"w cut' coral finished stucco bands 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 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 \ SCALE: 1/4" = 1'-0" F11 ra riii-() 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Bid nails. Substrate to be 19/32" CDX Plywood nailed at 4" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 1 SLOPE_ 1MiM-11IMMIi .. I it LMI go, Will FRONT ELE VA71CN SCANNED BY St Lucie County ST. LUCIE CCA- BUILDIN41�VISION REVIEWED FOR CO P NCE REVIEWED DATE PLANS AND PERMIT MUST BE KEPT ON JOB 1/2" drywall ceiling on truss bottom cord SITE OR NO INSPECTION(S) WILL BE MADE I/2" drywall on x 4" studs at 16" O.C. 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Partition Braden t Braden ,AIIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : C112) 281-8283 E-mail: bradenaiOcomcast.net Stuart. FL 34996 UAAC000032 ALL MANUFACNRES IABLES gH®WINfi U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGRSOp WINDS R UNTIL NSPECTiioNNS ARE APPROVED nts Wwnne Building Corp. Spanish Lakes St. Lucie County Florida SCALE: 1/4" = 1'-0" wsa Z 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: 11'-0" Roof Pitch: 4.12 Internal Pressure CoefTiC ent: t o.18 SubJectabrlitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.6DL+0.61AL Components i Cladding Wind Pressure (NET) Roof Zone: 1. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ea Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure.2,500 psi, Presumptive: X By Test: psi 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: 45 psf FLOOR DEAD LOAD: 10 psf JOB ADDRESS: \Q-'�L1c� Model: REAR PORCH LEFT Date Drawn 5-9-11 Drawn by: C.C.U. Checked by: D.R.B. Revisions TL2OO PTCH E--] at Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE ® = Corner Zones Roof Zone 3 Sheet Comm # OF 5 35'-O" FLOOR CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" N.T.S. s I. Contractor to verify ALL notes and dimensions prior to steel 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 bolt3 into 3. ALL Lumber to be used as Beam, Rafters, etc.., to have slab (3/8"t 5D k51 steel plate) a minimum 1,400 P.S.I. fiber stress. ` 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, Cont. tle beams etc.. to ° o'= shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix Ra/e" 2 6. Drywall at ceilings shall be leveled and attached to bottom chord41, of trusses with screws per FBC R�102.3.5. o o 1. ALL wood in contact with concrete shall be pressure treated. S. 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. %' 2/2 2/2 %' 12. Lowest finished floor to be set by Governing Building Department L" 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/opt 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 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. Gyypsum board material shall conform to ASTM C36, C19, C41s, C514, C630, C931 C960, C1002, C104-1,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Mas n1 I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment I=L"AN Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximum wood framingmembers Nails Screws 2" x min. thickness Ceding Perpendicular 24" 1" 12" 13ga 1 3/8" lloong with 19/64" head O 0.098" diameter x 1 1/4" long annular -ringed or 54 cooler nail �2OR 0,080" dia. xx 1 5/8" long with Walls Either 16" 8' 1611 Direction 15/64" head OR Ggpsum board nail 0,081" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" T, 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail OR 0.092" dia. xx 1 -1/8" long with Walls Either IL" g" I6" Direction I/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/44" head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108J thru A108.6, A108.1, A118.1, A118.3, AlU.1 and A137.1 20. Cement, fiber -cement or glass mat g psum backers in accordance luith ASTM C1288, C1325, OR CII-18 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 -Gelling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyingsmoke STM E 84. developed index not to exceed 450 when tested in accordance Withh fiA Insulation shall comply with F.B.C. R316. 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 Ib felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.26" ring shank nails s aced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x I rtin Haile ( 24" o.c.) supporting Max. 4 1810lbs. uplift Aluminum Drip Edge t Fascia 2" x 6" Sub -Fascia Kagcan full o vent viagl soffit installed using 1/8" din shank x 15" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet ul 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell Wood Base PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) "\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concreta and (1) 45 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" drywall over I" x furringg strips A w, 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 R401.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Dock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #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 Grade �I1�1��II1�1= �_ II IIIII��II�11 (-IIII �� IIIIIIII III IIII II'- 14" x 14" Concrd" footing 14" with (2) #5 bars cunt. and 3*5 TYRICAL S�CT10N transverse bars �t 46' o.c. Scale : 1/2" = 1'-0" Beam Recess top plate 6"w x 3/8"d for steel support angle see detail on this sheet Steel countertop support angle Install L" from each end and _ one in center of counter. see angle detail 1/2" drgwall Counter top - verify type with contractor Base cabinet 2" x 8" wood studs at IL" o.c. 2" x 8" PT wood plate KITCHEN ISLAND FRAMING DETAIL 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 or wall anew us wood -crews thru ,lamb into buck at each bingo and 15" o.c. max and Detail at Door prior to door attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block with 3/IL" tap -con with 1 1/2" penetration at 0 o.c. max. from each corner and 20." o.c. max thereafter at .lambs and 20" o.c. max. Exterior face at head and all per product approval of wall ----\ / \ Buck to be I" x 11" PT �_ IIoc" P.T. Buck nailed to ock with case hardened Wads ii +ail a+ I l l i i^ A nl I I c boor to window attachment NTS Install SGD thru buck into block with 3/16" 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/W' 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 I" x L" F.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door n Masonry Wall 1 1/2° Bottom Track -' Sill Sliding Docr Detall At Masonry Wall NT�E gpical Flooring Install SGD thru buck into block with VIC tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb Window Schedule Mark I Size Rlough Open. Window Description PRESSURE ZONE 4'-4 %a" 5 %"x 54Ya" Single Hung ZONE 4 2. 6'-2%a"x 5'-3 %" 1 " x 63 %;' Single Hung ZONE 4 3. 2'-2" x 3'-2%2" 2 %2"x 386V Single Hung ZONE 4 4_ 3'-1" x 5'-3%" 3 " x 63'/4" Single Hung ZONE 4 ALL Windows to bel nd mullions per elevations. LL windows to withstand ALL windows in bathrooms A I rough opening dimension wi h manufacturers specs p aluminum windows w/ tint pressures in permit info box on sheet I to be tempered to be verified by contractor for to construction Door Schedule rk I Size IROUgh Opening I Door Description PRESSURE ZONE 9'-0.. X 1'-O" I:OS" x 84" Overhead Garage Door ZONE 4 3'-0" X 6'-8" r" 4" x 8304" Fiberglass Panel - Inswing ZONE 4 L'-O" X 6'-8" Sliding Glass Door ZONE 4 2'-0" X C-8" jSolid Core - Wood - L-Panel-Bi-Fold Finished 24" x 81'/2" 2'-6" X 6'-8" ISolid Core - Wood - 6-Panel 5'-0" X 6'-8" Solid Core - Wood - 4-Panel - Bi-Fold 2'-8" x 4'-8" x 1 N" Solid Core Wood, Steel. or Masonite Door 2'-8" X L'-8" Solid Core - Wood - 6-Panel 2'-L" X C-8" Solid Core - Wood - 4-Panel - Bi-Fold LL Exterior door, to withstand pressures stated in permit info )x on sheet #1 ARAGE DOOR SPECIIFIED IN PRODUCT APPROVAL FORM AND SHALL THSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 I rough opening dimensions to be verified bg contractor h manufacturer a specs prior to construction 12" 3" N I Verify attachment hole location with GC prior to fabrication 3/e" thick 6" steel bracket 1 -T A -8" I A 9'-0" 2'-8" 1 6'-4" I2'-8" Total Cubic Ft = 14,024 9'-0" P ., l FILU6 Square Footage Breakdown Total A/C Space = 1,153 all. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Under Roof Total = 2,484 sq. ft. C,VUN 1 MM 1Vi- �I�I"t li 7�C Bra raden Braden AIA, PA VC fill- Winne Building Corp. MODEL: Day Dl�wn : Revisions : Sheet Comm # Architects - Planners 411 S.E. Coconut Avenue THE I I I j �I j, CJ O `� REAR Drawn by: I _ Up Tel : (112) 281-8258 w I I +--� PORCH C.C.U. Fax : (112) 287-8283 Spanish Lakes LEFT Checked by: E-mail: bradenaia comcast.net St. G.ucie County Florida D.R.B. OF 5 C+..�"+ CI 2dQ°IL ftAAf nnnn"A7 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied 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. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS, NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. I. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 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. T 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 IT FCUND�470N FL/4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE ASI FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" ALL REINFORCING STEE SHALL BE GRADE 40, MEETING ASTM A-16, & A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 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 ITEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.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 verification 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 1. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and I US bar vert. at -48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" Wide. Provide (2) filled cells on each side of openings from 6'—O" to 91-11" 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 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 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. `l. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinfor--ing bars. tt5 bar Vert. w/ 30" overlap — at each filled cell s ip TYPICAL TIONS 4" concrete slab with fibermesh OR 6"x6' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill I� TYPICAL FOOTIN �11111, 14% x 14"d concrete monolithic 'footing with (2) 45 bars cont. DETAIL J bC.HL=I- 4" concrete slab with fibermesh OR 6 x6 1*10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. .o s 10" (2) #5 bars cont, bottom steel 12" DETAIL AT 6" GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) #-1 bars vert. tied into lintels above Top of I IL" below SCALE 1/2" = I'-O" Verifg house slab height in field Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE SCALE: 114" = 1'-0" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS F 1211W X 14"D MONOLITHIC FOOTING — 6" STEP DETAIL ON THIS SHEET 30" x 3o" 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 FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS — CURB H 0'-0" F6 1211W x 18"0 MONOLITHIC FOOTING — 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibe 6 xb" 3*10/10 WWM on 10 mil clean compacted termite t PORCH SLAB EDGE DETAIL tt5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. tt5 bar in curb \ �I __ _ — ma _ 30"x30"x16" concrete column footing with (4) 45 bars each way SCALE 1/2" = I'-U" F5 SCALE 1/2" = I'- E TYPICAL :CTIONS i OR queen over -d fill 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 and Visquelen over clean compacted termite treated jfill O'-O" @ F.F. I— 14 w x 14"d concrete m nolithic footI ng with (2) 45 bare Cont. 14" GARAGE CURB DETAIL J SCALE 1/2" = I'- 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 10" 12" DETAIL AT 9" GARAGE STEPDO N Termite fi rotection 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 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 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 NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 1*5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location 45 From Footing To Tie Beam Double Filled Cell Column Conc, Fill To Be 3000 PSI See Floor Plan For Location Singe Filled Cell Column 8'-IOY2" 2" 8'_102" S12" \1� - '--I FI T• �� Filled cell under I I V lJ girder above O I FI I 0 p Rear Porch Slab to FI �I — p 11�1 W be poured separatelg I Q from House Slab. o Iry 6 o I I O I Thicken rooting to 24"w 14"d I 0 x x 241- under filled cell - �E 0 ° Qm under girder bearing. _ r _ _ _ _ FI N _ — — PI ;t n ~LLu) I Rear Patio/Slab to be flush with bottom of 0 sliding door recess. O I Slope I" —i I i I —i —i FI I o I I of I I I to Ef I 4" concrete slab with fibermesh OR �m CxC 410/10 WWM on 6 mil Visqueen over I HB. U v U IVv I clean compacted termite treated fill I O . a. I u_ o "� I o F_ WASHER DRYER I FI F— to of I i l—i i I i ° I I I o of I° ID O cil I DW o o I ,_ li OI I� I 4" concrete slab with fibermesh OR Fl 6"x6 410/10 WWM on 6 and Visqueen over clean compacted termite treated fill I nNROWAVE oON-VENT � 3 0PEKING ��J 24 I I I a --- A/C # I l] See detail on 11th this sheet I I r_ I IIW#/ I I l i gizl I t �I I 2 JI LU I I I� O I FI ° O Meter I V7 6 a and (panel o — — •� — — , — — — — — — — E — — — either aide of Ouse field verify I I O to service location O in o f I 4" st p l O I 01 ILLN I o I I I - o z j- -; I 6 I I I -- — — — — — —- O me O t—— ———— — — — — —J O 1.5" Recess for O 00 — — 00 E_ 1.5" Recess for IE)l JBICA Garage Door ;n Garage oor J 'Y' 2'-8" 9'-0" T-8" 35'—O" NTS NTS Braden it Braden AIA, FA l�ynne Building Corp. MODEL: steel Architects - Planners REARS.E. Coconut Avenue T H E W I N D S O R Telel (��2) 28�-8258 P O R C H Fax : (7712) 28�1-8283 Spanish Lakes LEFT E-mail: bradenaia comcast. net St. Lucie County Florida Stuart. FL S4996 UAAC000032 FILE CQP Date Drawn Revisions Sheet 5-9-I1 Comm # Drawn by; C.C., IS-1S8 Checked by: D.R.S. 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" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Keu Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank %psf Zone 3 4" 4" Bid ring shank 8-of par ** Zone 3a Lot6" #8 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 to Lintel Provide 45 bars with min. 48 bar Provide #5 bar set in diameters overlap into beam. Tie lintel into beam where le filled cell steel into continuous beam block steel. the opening calls for it. Provide Cast -Crete — �1 F 8U8-OB/OT precastlintel set in mortar _ �.' Min. 8" Bearing - - r -- -1-- LL- 12 "x 12" Column Block �#1 Rebar Provide PT Buck attached per ,lamb letails into filled c, 4" Pre -cast Sill cast ROOF FLAN Scale : 1/2" = 1'-0" of — 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 r TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Filled Cell _ Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction 1 #5 bars with min. 48 bar rs overlap in filled cell. Tie ell steel into continuous steel. ' Poured Cor concrete b Concrete Footing (see footer schedule _— —,� ' r for exact sizes) DETAIL AT WINDOW OPENIN IN CBS WALL Scale: 1/2" = I'-o" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' bill kinky to vert, leg of trues with IOd 1.5 nails at 4" o.c. Install Simpson IGT into wall using 5/8" dia. three led rod set min. 12' into wet beam and (22) IOd nails into truss 46 Bar Dia. TRUSS BLOCKING DETAIL Min. Overlap AT GIRDER STRAPPING AT CENTER BEARING POINT �4ttac�lment 1,1211111190 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 Type 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 #11651.12 26 ga. Sv crimp metel 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 \ Additional Precast Lintel 45 beta , CLEAR Lintel Length Bar Length Clear Span u u A Bars " If B Bars '-6" 2,#3 2'-0" 2'-8" none 2'-2" 2 #3 none `----' s----� `----' 8F8-OS/IT 8F8-IB/IT BPS-IB/2T Additional 4'-0" 3'-10" 2'-B" 2,43 none - tt5 bars CLEAR }:'J%;�f_`�w.',: 4'-6" 4'-4" 3'-2" 2,#3 none •'}' One Row of "H" = '•;:; "'' Block Above •' + i 5'-41, 5'-2" 4"0" 2 u3 none ' 5'-101, 5'-8" 4'-6" 2 44 none r 'ry Precast Lintel i Additional i 6'-6" 6'-4" 5'-4" 2,44 none i%',, tt5 bare `�, i 2.#5 none BFIL-IB/iT BFI4-IB/2T 8'-4" 7'-10" T-O" 2,#5 none NOTES: I. min. coverage of steel=1.5" 2 3. standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Wldth Lintel Size Cast -Crete Specification Rows of "Hit Block Above Bottom Steel Size Top Steel $12Q Max. Gravity Load (PLIO) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" 3'-L" 8F8-OB/IT 1 #5 300 15149 1024 Lai 2'-V T-8" 4'-0" 8F8-OB/IT I tt5 25LI 13L3 143 L45 I 4'-5" 5'-10" 8F8-OBAT I #5 1105 909 339 L50 5'-0" L'-0 8128-OBAT 1 #5 1238 035 121 LLO 6'-8" T-0 SF8-05/IT 1 #5 1011 121 534 LBO W-O" T-4" SF8-IB/2T 1 #5 2 #5 152 591 512 L90 T-O" 10'-6" SF8-IB/2T 1 #5 2 #5 643 530 401 L90B T-O" lo'-L" BFIL-IB/2T ONE 1 tt5 2 #5 I533 1183 401 LI00 10'-0' II'-4" BPS-IS/2T I #5 2 45 582 494 452 LIOOB 10'-0' ll'-4" BFIL-I5/2T ONE 1 #5 2 #5 1346 1028 452 L120 12'-0" 13'-4" BF8-IB/2T I tt5 2 #5 4�1 428 324 L120B IT-O" 13'-4" BFIL-IB/2T ONE 1 #5 2 tt5 1076 1-10 324 LI40 W-O" 15'-4" BFI4-8/2T ONE 1 #5 2 #5 1250 1.09 259 1_I60 IL'-O" IT-4" BPS-IB/2T 1 #5 2 tt5 300 192 1 194 LILOB IL'-O" IT-4" SPI4-IS/2T ONE I 1 tt5 2 tt5 950 1 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATIO14 REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 1+-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip -r Edge t Fascia 12" 2" x L" Sub-Fasci Kaycan full o vent vingl soffit installed uang 1/8' die shank x 15" long gals. railing nails with 3/8" dia. head per product approval - see chart sheet #1 12" x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into hntela above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of Tooter 14" below finished floor J into Aluminum Drip ' Edge t Fascia Poured Concrete concrete block u Concrete i Manufacture chore Per Specs lax Aluminum Panel Saes per manufacturer — see Typical Stud Detail 1/8' x 3/32" Wing Nut e/ appropriate washer and spacing per manufacturer's Details `w G OLa' 094- a I Stud Detail Stud w/ Die Cast Zinc ere Nickel Plated Wing Nut v4• Flush Mounted Shutter Detail nts Flash and Counter flash Nail ledger to gable end truss with (2) 10d I at each web hi -rib lath vertical wood a to provide :ration into 3/4" penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. per foundation plan - per foundation plan 7777 Wocd Base Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES > e 24"o.c. TYPICAL ( shop drawings by manufacturer ) "\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) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at 16" o.c. with R4.1 PI -foil nsulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. o Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar joints shall comply with FBC RLO1.21 Provide Dur-O-Rock at all wet areas (ex. showers, tube etc...) Fill cell with concrete and () 45 bar vert. ftgpical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxL" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill R do Strap trues to wall using Simpson MGT with 5/8" dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet-,, Simpson HETA 20 hurricane anchor at each truss ETA 20 24 o.c.) supporting Max. �1810 lbs. ublift L90B 100B BI (00 BI o BI 0 N L90B O I Q W B1 ' BI ?H. ". L4 B1 I I 4 OPzz� 19, I B1 ra O B BI L22 N I— AULT�ED EA LU ra T <L45 I > E 8'-61' BI 12 B Q� SLOPE 4 z I ; W N BI L31 Coast uppl nil FG 5v Crimp Metal roofing FL 411651.12 /IGulf 6 ga. 5 trim me al r ofing attached to plywood deck using #9 x 1.5"ood sc wa w se f seelung_washer at 12" o.c. max spa over ASTM D 2" I laps asten d with orr on resistant tin caps and with 1.25" ring shank nails s ed 6" o.c. at a I p and two etaggered rows 12" o.c. in field. Attach H ck t trusses usi at ac in nt detail on this sheet Nt- rY Q 22" x 54" it 1 O 7 h I Attic Access I \ with light W _ 7 7— I 12 1 I L31 I I 4 SLOPE 8' o" MAx 48„ I I I I IODD SPACE L22 BI BI BI L22 U1 I N TA BI BI BI BI BI L90 LLO L90B Provide downspout Wwnne Building Corp. Spanish Lakes St. Lucie County Florida L s-i x a7 OU rn N ( o° Z� CL a O L LI N =� a Q C U 1l O16 U 00 E OD _ (T) ki N c= `nclr �v� t'iClfi LV Provide for gutter Slmpson HETA 20 hurricane anchor at each truss Provide downspout ( 24" o.c.) supporting Max. 1810 lbs. uplift C � 1� MODEL: REAR PORCH LEFT Date Drawn b-9-17 Drawn bg: c.c.u. Checked by: D.R.B. Revisions Sheet Comm # OF 6 PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 T.o kw #e A/C comp 1 2 AHU #10 3.5 kw 30 2 3 q 2 30 4.5 kw #10 40 gal. water HTR 5 (1 Range U. 12.0 kw 50 2 I B 1 20 1.8 kw #12 Pump 9 10 Orgar #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 If. Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. rl Is Recepts 412 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts $12 - 20 1 1 20 L2 kw #12 Clothes Washer 21 22 Recepts #12 - 20 1 I 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 1.4 kw #12 25 24 Recepts 912 - 20 1 1 20 1.92 kw #12 21 28 Recepts 912 20 1 I IS #14 General Lighting 29 30 Recepts #12 20 1 - 1 15 #Iq General Lighting 31 32 Recepts #12 20 1 1 15 #14 General Lighting 33 34 Exterior GFCI #12 20 1 1 15 #N General Lighting 35 36 Bathroom GFI #12 - 20 1 I 20 412 Smoke Detectors 31 38 General Lighting #14 15 1 1 20 #12 Bathroom GFI 39 10 General Lighting 914 15 1 5 are 41 q2 spar PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3. watts sq. ft.) Smell, .A.ppliance, Circwt(s).......... ........ ............. Range .. Refrigerator ....... ..... ......... ... .... Microwave..................................................... Dish Washer Clothes..Washer.............................................. Clothes_ .Dryer ............................................... Water Heater WaterPump.................................................. Garage Door,Opener....................................... I135 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 I 5,000 5,000 1 4,500 4,500 1 1,800 1,800 I 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 e40% 1 O 10,944 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,9L6 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps L129.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light S, Double Pole Switch ® Eyeball Recessed Ps Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle O- Wall Mounted Light ==8I Waterproof, ground fault interrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack FEml Carbon Monoxide Detector Flood Light TQ Thermostat ® Electrical Panel ® Central Vac rEE� Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack ,C DISC A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up Intercom J = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire only, 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. 5. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. 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 Refrigerant 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 full 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 gears 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. 1-1. 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 utility and telephone comoan4. 3 TON SEE MANUAL "J" and Energy Calculation for Unit info AiC #2/0 Aluminum feed 1'/2" Conduit 2' PVC A/C disc. ISO MMP B PANEL 2' rigid service FPL toa IISscont�YeDari in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS L- - 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 the 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 routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the 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 9'-1" shall be Installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 PORCH 141 CFM IOxlOxl GREAT 141 CFM IOxlOxl DINING ROOM I I DW I ° 14-1 CFM IOxIOx1 -•• 12xl2x10 12" 124 CFM IOXIO" /MASTER BEDROOM B/A 124 CFM r-" IOxIOX4 l-J 0_1 I//I 121�x10 B/A 9 xC M :LOSET 5HERS 50xCFM 4DRYER I LAUNDRY �G CFM -' 8x4x4 r 1 a�2xl2x8 �i/J B/A -- Ill CFM " 12xbxl SECOND 12-1 oxoX4 I I BEDROOM KITI" CHEN IG MICROWAVE NON -VENT REF. :20 20 O 38" CLEAR T rl;F, I I L - - - - OPENING ! ` �i 12B/A P� i l4" 4" � Steel Ballard I THIRD See detail on this sheet I 00, BEDROOM Lu- n 22" x 54' I / i 100 CFM Attic Access I I D = 1 IOxbxG L -with light - J I Q ex4 48 Cx4FCF-tl 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 150 Amp Panel GOLF CART I GARAGE I I I I I I I I I MF.CH/4NIC/4L L/4YOUT O=THERMOSTAT LOCATION SCALE: 114 " - 1'- O " Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaias'comcast.net Stuart. FL 3499L UAAC000032 PORCH / WP GFCI u (Ill I i I I M I M O I I I I �-- I I / GREAT! ROOM LOSET Vent thru I \ - --soffit I \ o \ !UJA47HER DRYER I \ \ LAUNDRY DINING I -\I ROOM I , M M i I MASTER BEDROOM PANTRY GF I \ - - - - - GFGI 1 WP GFCI GFCI ; { I T CIH E _ Install oulet I i under disc. N I c3 not shocla it for 0 GFCI \ meRRouuauE - I 64 y iNON-VENT REF. \ U O 38' CLEAR Q L - OPENIN \ GFCI GFCI - A_ - - GFc \ A/C W.H. - a #I 4"4 Steel Ballard / See detail on this sheet I / r - r 22" x 54" 1 Attic Access 1 I/ mthyghf m L C / I I / I OPTIONAL PANEL LOCATION / I �Jq I\ SECOND I`�EDROOM 1 1 THIRD ' s---BEDROOM \ \ I \ GARAGE / ` \ / _ f1 rcdb GFCI F \ / tighht. \ 1 � GO Amp to corner Panel GFCI / \ / GFCI r--------®=------� \ T� _ _ ®--------i Garage \ Garage Door r4' I Door I Opener \ ° I Opener \\ I GOLF CART; Wire For I I 1 I GARAGE 1 Front Post i i I i i G Light I I to garage ights GFCI I I I I � I I --I--� Winne BUllding Corp. T HE WINDSOR Spanish Lakes St. Lucie County Florida 47 WP GFCI ---- ELECTRICAL'LAN (1)Post Light with Photo cell SCALE: 1/4" = 1'-0" Center Post Light between driveways MODEL: REAR PORCH LEFT Attic Ventinci Calculations Total Attic Space = 2101 sq. ft. FBC 2309.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions 5-9-11 Drawn by: C.C.U. Checked by: D.R.B. Sheet E - 1 OF 5 Comm u IS-IS8