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HomeMy WebLinkAboutBuilding Plan # 2Gulf 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 12" 5/8" thick light textured O O stucco on typical concrete �{, block construction -------------------------------------------- 12E: 0 Finish Columns with 5/8" thick cut coral finished stucco bands W RIGHT ELEVATiON 12 4 SLOPE 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" ELEVATION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood duck 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 /8" thick x 8"w cut )ral finished stucco bands � / V VIIwti �UL i.vI ul yLUf_L.0 Uri LIJ.pic ai GUr K.I a6a finished stucco bands block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted 5v Crimp Metal FL 411451.12 ,Any changes to this plan shall be submitted to the architect Gulf Coast Supply and MFG roofing 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 for approval in writing prior to starting construction. (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 /� - R e t u r n ALL Stucco Bands Into uJ in d o w or D oor. . 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 2 o.H. 5/8" thick x 8"w cut 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction 0'-0" = Finished Floor ------------------------------------------------------------- LEFT ELF-\/ATiON SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening NOA/FL Product Model # Manufacturer Glass Attachment method TEST Design Pressure Type NUMBER Date of Approved Testa 1,2,3 Mi Windows 6 x elpcons ww mi pensi�etion at me ram sac corner and L o.c. thereafter through PT Buck into FLU 11499.2 Single Hung Series 185 doors anc filled CMU wall maintaining min 2.5" edge distance m strict adherence ± 60 psf t4 and to the product approval. A I6-0330.02 Overhead Model 824/811 q -4 max width DAB mite x V bTff 5.Xto concrete woct wth iiaiia I'difid call with 1) a5 bar v.rt. ueng 3/8' x 0 41ti HLC Weave encha a a a' o.c. nh 1.25' dle. washers mth mia 4' edge dl.tanee. in.tan track 'e busk bracket 10-9-21 + 50.0/-60.0 sf p Garage Door 14'-0" max height .rig to 5/IL' x 1 5/6' full thread lag ur, In each maintaining n n of L5' edge dotanc. - GC to .tncttg adhere to product approval ewide l/1L' ushnut Washer en roller shafts. Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max B FLU 16614.1 Fiberglass Design Pro Jeld-Wen from corners and 11.5" o.c. max. thereafter in head and jambs. + 50.0 PSF Pro/ smo,ot3 Sliding Glass MI Windows ia. x 3 cone w min. genet ation at L max. Prom each corner and - o.c. al double row thereefrter through C FLU 15332.2 Door Series 420 and doors PT Buck into solid filled CMU wall maintaining min 2.5' edge distance in strict adherence to the orapproval. + 48.2 PSF - Product NOA/FL Model # Manufacturer Attachment Method TEST Siration Design Pressure Date of Approved Tests NUMBER For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment CM-18531 Mi Windows penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" + 118.9 PSF Mullions FLU 15353.8 vertical mullion and doors self tapping screws per clip as shown in product approval. _ ROOF FL# 11651.I2 SV Crimp Gulf Coast Supply 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 Metal Roofin g and manufacturing (tgpe 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 - 108.5 PSF ?aced 6" ox. at all laps and two staggered rows 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 6" o.c. screwed to soffit framing using 98 x 3" wood screws at each truss. Install soffit to battens using +55.0/-35.0 PSF Vinyl Soffit y 0.12" dia. x 1.5" lono rino shank nails with 3/8" dia. head. Hurricane 24 Gauge Global Protection Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" Panels Flu I5016.2 Products LLC Storm Panels long SS screw head combo. with Neoprene washer at 12 1/2" 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 12 4 1 SLOPE SCALE: 1/4" = i'-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11L51.12 26 wood- 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 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of IS lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at C o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12" 12„ H. ® M ® H. 2" . 5/8" thick x 8"w cut M ®® coral finished stucco bands ❑ ®a lO thick x 8"w cut coral finished stucco bands (�1111111,Gar.acie Finished Floor A.F.F. 5/8" thick light textured Finish Columns with pia stucco on typical concrete 5/8" thick stt coral ucco bands block construction FRONT ELE`/ATiON SCALE: 1/4" = 1'-0" 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on x 4" studs at 16i' o.c. base -board \ II II / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR vxC #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (712) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaOcomcast.net Stuart, FL 34996 #AAC000032 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: 11.5 mph ultimate Mean Roof Height: II'-0" Roof Pitch: 4.12 Internal Pressure Co�cient: ±0.18 Subjectability to damage from: Weathering: Negligible Termites: Verii Heavy Width of Roof End Zone: - f" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.126 Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.6DL+O.61DL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32A pat Roof Zone: 2. +20.6/-51.0 pat Roof Zone: 3. +20.6/-84.0 pat Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 oaf Wall Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Deter Provided? Yes Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Fallowing: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER; ROOF LIVE LOAD: 3'11 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: _11- oaf FLOOR DEAD LOAD: 10 pat e 2,12 'ITCH = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 JOB ADDRESS: FLOOR FL,4N C2ASH POST DET A II TYPICAL MOTES: SCALE I/4" = I'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter proceeding with work. steel crash post. Flange with 4 - Floor 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. exrrslon bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5o ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 6" 4. No dissimilar metals to touch. 2A" 2,2" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �2 ALL Concrete used for vertical filled cells, coat. tie beams etc.. to o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix O? at ceilings shall be leveled and attached to bottom chord �,of T 2,Drywall trusses with screws per FBC R702.3.5.7. ALL wood in contact with concrete shall be pressure treated. 0 8. ALL wall dimensions are nominal and not finished wall or Stud dimensions. h" 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. II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. " 2y'' 2''" 12. Lowest finished floor to be set by Governing Building Department 0 /� 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 R30219.1 16. Wall and celling finishes shall have a smoke —developed index of not greater than 450 per FBC R302.9.2 171- All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x 6" P.T. Buck Walled to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 — see permit info box of code edition IS. Gyypsum board material shall conform to ASTM C36, C79, C475, C514, C630, C931 C96C, C1002, C1047,C1111, C1178, CI278, C1395, or C1396 and shall be installed according to the following: (FBC R702.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing fasteners Nail sizing options for sin of installation of drywall into Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" 7" 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long �2 annular -ringed or 5d cooler nail OR Walls Either 16" all 161, 0.080" dia. x 1 5/8" long with Direction I5/64" head R G psum board nail 0.084" dia. x 5/8" with 9/32" head. Ceiling Perpendicular 24" 71, 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail Walls Either I6" 8" I6" 0.092" dia'xx 1 7/8" Ion with 9 Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 17/8" with 19/64" head. Install SGD thru buck into lJ O block with 3/16" tap -con with 11/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" 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 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A137.1 20. Cement, fiber —cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor —ceiling assemblies, roof —ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested In accordance with ASTM E 84, Insulation shall comply with F.B.C. R316. Gulf 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 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL IBIOIbs. uplift \ (shop drawings by manufacturer) Aluminum Drip Edge E Fascia Li U V-1/2" \R-30 blown fiberglass In bottom chord of trusses 7 drywall with smooth finish 2" x 6" Sub -Fascia Kaycan full o vent vinyl sofFit installed using 1/8" din shank x 15" long gals. roofing nails with 3/8" dia. head per product approval -see chart sheet #1 Two rows of beam block filled with concrete 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" drygwall over I" x furringg strips at I6" o.c. with R4.1 frfod —insulation on typical 8" Block walls 5/8" thick light textured stucco on typical concrete block construction ° T ro All drywall to be installed per FBC R702.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R607.1 and Mortar Jonts shall comply with FBC R607.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell Wood Base (I) #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 flbermesh OR J, 6'xO 410/10 WWM on 6 and Visqueen over / clean compacted termite treated fill ri Grade r- I1 -''�I=IIII�III, �,IIII ,, I IIII IIII III IIII���,IIII-11 1 ,14 x 14 Concrete footing 14 with (2) #5 bars cont. and #5 TY P I C A L S E C T I O N transverse bars at 48" o.c. Scale : 1/2" AREA CALCULATIONS Living A/C = 144� Sq. ft. Front Porch = 1,41 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2' VTR JIL i I I 21" VTR MasterCx� JIL Bath 2• I Lev. I 2• Lev. 4• 1 2" VTR W.C. 12. ahar..Sher..o. To Septic PLUMBiNGrt RISER Bottom Track -—Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with Sl l d i n g D c o r D tall 1 1/2" penetration at o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval J a m b At Masonry Wall NTS Window Schedule Mark Size Rouclh open. Window Description PRESSURE ZONE I. 4'-5%"x 5'-3%' 54%'x 63/4" Single Hung ZONE 4 2. 6'-2'/e"x 5'-3 %' 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21Y2"x 38%" Single Hung ZONE 4 4. 4'-5%'x 4'-2%" 54%"x 54Ys" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet i ALL windows in bathrooms to be tempered All rough opening dimensions t0 be verified bg contractor with manufacturers specs prior to construction r Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x S4" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" '14" x 61 /2" r"r a e°`., Sliding Glass Door 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-S" Solid Core - Wood - 6-Panel F 5'-0" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x i %4' Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 6-Panel 1 2'-0 X iI Solid Core - Wood - 6-Panel - Si -Fold K 2'-e" 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 J 51 o I A IC '4r Meter I 4'-O" 9'-6" 12" (2)12 —l� 2 EGRESS 12" x 12" concrete column block filled with concrete and (2) #7 bars vert. tied Into lintels above Covered Porch cV U 00 O E ° MI ID MASTER 1 BEDROOM 8'-0" tot 9'-8" A.F.F. 8'-O" A F F Flat Ceding Vaulteld Ceding GREIAT O ROM G I I Rod R helf 6'-O" 614,1 19'-8' o I Vanity to be I 1 r l 34%211hig b- I N I N O1 0 2" x 6" knee -wall 8'-O" to 9'-8" A.P.F. rr r O IOC below counter top I Vaulted Ceding _ s" _ 1 I DININGiEN J 31NE Rod E Sh—elf 8 %S, p; I ROOM — —Dul `� I ,NTH Vanity to be 1 34 Y2"high m KITCHEII H3h$all I o I L { 8'-0" A.F.P. Overhang — 01 H — Flat Ceiling o � - 1 c pper cabinets to ext nd over Ref. — D 3' 1 Il O E BATH �R-II Baits nwletian 4"cl, Steel Ballard W.H. s N l I W ® N See detail on i nirislblet — r I 22i x 54' Provide auto Attic Access > closer I with light I :3O _ _ J Q o 22" - 150 Amp 4„ m e GARAGE E�GREss RGEN Y O 8'-4" A.F.F. 00 MT O Flat Celhng r' (V i 3'-5" Install windows 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 ambs and 20" o.c. max. Exterior face at head and sill per product approval Of wall ---\ Buck to be I" x 4" PT r-----------------i Block wall in gge to be �- struarack block I I I ( I I I I I Rod ii Shelf C L-AS'C" A.F.F. Flat Ceding II'-C SECOND BEDROOM' EGRESS 0O O O HOC O I 3'-I" — C VER D 12" x 12" concrete olumn block filled ORC with con rete and (2) 7 bars vert. tie into lintels bove 9'-0" 2'-8, �I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER, AND Detail a t W I n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION _ NTS 3'-4" Exterior face of wall —1 4'-2" 1 5'-41, Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck Detail at Door Braden It Braden ,AI A, FA Winne Building Corp. Date Drawn : Revisions Architects - Planners 5-9-I1 S.E. Coconut Avenue Tel Tel (772) The G r d n d Carlton CLEFT E Drawn by: 287-8258 Fax (772) 281-8283 E—mail: bradenaia comcast.net C C.U. Checkrs'd by: Spanish Lakes Stuart, FL 34996 #AAC000032 . StLucre Count Florida y D.R_B_ A b crews thru jamb into buck ;cacn nmge and I5" o.c. max and prior to door attachment NTS Sheet Comm # 2. 12-2� OF 5 STRU( TES: 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 DRAINS (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) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 II, ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, & GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 307 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, 5• SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT FILL TO SPREAD IN 12" LAYERS AND A 2 MACHINE COMPACTED TO A MINIMUM OF 500 PSI IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: I-I/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. �• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI 8 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 16- ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 11• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FO u A D/4 T f O N F L/ N 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. Soli conditions assumed to be 2800 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.... 5. 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 upp to 5'—I1" wide. Provide (2) filled cells on each side of openings from 616" to 91—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) �. 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-38 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/211 concrete protection at beams for ALL reinforcing bars. SCALE: 114" = 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 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. #5 bar Vert. w/ 30" overlap SEE AL Thicken edge to 8"x8" at each filled cell ECTIONS with concrete and 4" concrete slab with fibermesh OR one US bar continuous 6 x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE CxC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade E = .. : •..: ,.: r -IIII - 8:: M =IIII III IIII 14"w x 14"d concrete monolithic =� PORCH SLAB EDGE DETAIL footing with (2) #5 bars cont. SCALE 1/2" 14" TYPICAL FOOTING DETAIL #S bar Vert. w/ 30" overlap SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL 4" concrete slab with fibermesh OR Adjust curb height ECTIONS 6"x6" #10/10 WWM on 10 mil Visqueen over based on gar, floor 4" clean compacted termite treated fill slope- concrete slab with fibermesh OR WWM on 10over 6 x " #10/110an 0amil Visqueen #5 bar cunt. 45 bar in curb fill Step per 0'-0" a F.F. o . foundation plan Grade m 10" (2) #5 bars Cont. bottom steel II 14"w x 14"d concrete monolithic 12" footing with (2) 45 bars cont. 2 DETAIL AT GARAGE STEPDOWN 4 SCALE 1/2" = 1'-0" GARAGE CURB DETAIL 12" x 12" concrete column SCALE 1/2" block filled with concrete and (2) #1 bars Vert. tied into lintels above Verify house slab height in field Top of footer 1C below finished floor x C� I I-IIII �II-IIII IIIII - 30°x30°xl6" concrete column footing with (4) 2" x 6" PT wood secured with I1�1. I- #5 bars each way 3/8"dia. x 6" anchor bolt at 18" ooverhead - door track secured to wood 3' jamb per manufacturer's product approval 30" Garage Door Jamb Detall 3 COLUMN FOOTING DETAIL GARAGE DOOR TO WITHSTAND PRESSURES STATED v N PERMIT INFO BOX ON SHEET UL SEE PRODUCT SCALE 1/2" = I'-O" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSi See Floor Plan For Location O a 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 Double Filled Cell Column NTS Braden it Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (712) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia9comcast.net Stuart. FL 3499(. #AAni0i0nn32 0 i v ri) 20'-0" 00 i:ll ��1 00 00 --------I T ---------,o F t I Filled cell under FI girder above 24" I I 0 J Rear Patio/Slab r I p r to be poured from the house separate slab. 1 ry l O d m 1 Thicken footing to , 1 24"w x 14"d x 24"L I I FI under filled cell a under girder bearing. I El F) y " 12 0 0O --- -- — — — — — — — — — — -i0 Rear Patio/Slab to I be flush with bottom of I LE sliding door recess. Slope 1/2" I F- i F- I I F- IF 1 I F- I 1 F- I IlO I FI I 32'-8" I 4" concrete slab with fiber esh OR a ° 6"x6" 410/10 WWM on 6 mil V squeen over I O clean compacted termite tr ated fill I I I OI Ic F- a o V 6- F- 1 I I FI i 0 (7) O U_j o _ --———— — — 4"0 Steel Ballard l/ w tI o Concrete O F S j OI = I�OI I Nov I I I � � I I I E t- .I I o y'a E I L Fi i ❑ I 3 C s, o❑° 00, w� o 3 I E _ I F5 "4 to a UJ I 0 0 O O(] I tt-_ ° IL o 12 14'-6° I I o I _Ln I _ L — � Recess for — _ F4 r l to �I 00 00 Garage Door OO 00 ----------- F F 3'-5" 9'-O" 3'-5" 6'-2° Tconcrete 12" x 12" olumn block filled with concret#7 bars Vert. ti into lintels above Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida (n' m'^ c AN ndv m 50R m - FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS F 12"W X 12"0 MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 30" x 30" x IG"p COLUMN FOOTING WITH (4) US BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS x 1b FS With With a: Curb at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB a 0'-0" Date Drawn Revisions : Sheet 5-9-11 Comm # GARAGE Drawn by: LEFT 3 . 12-2 � C.C.LI_ Checked by: D.R-E - 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 P'ywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4" 8d ring shank 16 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" 48 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 Verify with Plan Concrete 12"x 12" / Lintel Column Block p. Reber Rebar 48 Bar Dia. Overlap Column to Lintel 4ttachm&nt Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. \-, Provide #5 bar set in pre -cast lintel into beam where length of the opening calla for it. Provide Cast -Crete ,- eUe-OB/OT precast 7.- - lintel set in mortar Min. 8" Bearing ovide PT Buck .ached per ,lamb ails into filled c 4" Pre -cast Sill t Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie 'fllled cell steel into continuous Tooter steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to Vert. leg of truss with 10d x 1.5' nails at 4" o.c. r Install Simpson MGT into wall using Z/ rl 5/8" dia. threaded rod set min. 12" \ into wet beam and (22) IOd nails into truss NTS n 1/8" thick light textured stucco installed per ASTM C 924 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 Sv Crimp Metal roofing FL 411451.12 26 ga. Sv crimp metal roofing attached to plywood deck using 99 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 _ #5 bars Lintel Bar Clear "A B" 6";'•:'yCLEAR Length Length Span Bars Bars 2'-10" 2'-8" 1'-6" 2,93 none 1 3'-L" 3'-4" 2'-2" 2,#3 none 8F8-OB/IT 8FB-IB/IT BFB-IB/2T Additional 4'-0" 3'-10" T-8" 2,93 none #5 bars CLEAR ^.%r:`.{'!j 4'-6" 4'-4" 3'-2" 2,#3 none �:• One Row of "H" 5'-4" 5'-2" 4'-0" 2,#3 none ,�: Block Above '+�':;�':'�, 5'-10" 5'-8" 4'-C 2,#4 none Precast Lintel;. •,'"��� 2,#4 none -' ) Addrtional ""'�< i #5 bare �---- � T-6" 7'-0" 6'-2" 2 #5 none 81111I6-iBAT 8FI6-IB/2T 8'-4" T-10" T-O" 2 #5 none NOTES: ALL reinforcing steel IS grade LO. I. min. coverage of steel-1.5" 2. min. bearing required 6 ea. end=8" S. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel `me Top Steel Size Max. Gravity cad 'PLF) Max. Upldt Load (PLF) Max. Lateral Load (PLF) L22 2'-V 3'-6" 81z8-OBAT 1 #5 3069 1549 1024 1_31 2'-6" 4'-O" aFa-OBAT I tt5 2561 1343 163 L45 4'-5" 5'-10" 8F8-OB/IT I #5 1105 909 339 L50 5'-O" V-6" 8F8-OB/IT 1 #5 Mae 835 121 L40 6'-8" T-6" BPS-OB/IT 1 tt5 1011 721 534 LBO 8'-0' 9'-4" BPS-IB/2T I #5 2 #5 152 591 512 L90 9'-0" 10'-6" 8F8-IB/2T I #5 2 tt5 643 530 401 L90B 9'-0" 10'-6" 8FI6-IB/2T ONE 1 #5 2 tt5 1533 1183 401 LI00 10'-0" II'-4" BF8-113/2T 1 #5 2 #5 582 494 1 452 LIOOB 10'-0" II'-4" 8FI6-IB/2T ONE I tt5 1 2 #5 134L 1028 452 LI20 12'-0' 13'-4" 8F8-iB/2T i tt5 2 tt5 411 428 324 L120B 12'-0" IT-4" 8FI6-iB/2T ONE i #5 2 #5 i015 110 324 L140 14'-0" 15'-4" BFIL-IB/2T ONE 1 95 2 tt5 1250 L09 259 LI60 IL'-O" li'-4" BPS-IB/2T 1 tt5 2 #5 300 192 194 L140B 16'-0' 1 IT'-4" BFI1.-IB/2T ONE 1 #5 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED, 5impson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails — ( 24" o.c.) supporting Max. 18101be. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" Sub-Fasci Kaycan full o vent vinyl soffit installed using 1/8" dia shank x 15" long galv. rooting nails with 3/8" dia. head per product approval - see chart sheet #I 12" x 12" concrete column block filled with concrete and (2) #1 bare vert. tied-' into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer I6" below finished floor d 12 F 4 Aluminum Dnp Edge t Fascia Flash and Counter flash Nail ledger to gable end truZ11 with (2) IOd at each web 1/2" thick stucco an 3/8' hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing 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. Poured concret Poured Conc concrete bloc Concret Manufact chore Per Specs lax. Aluminum Panel Sizes per manufacturer — See Tuorcal Stud Detail 7/8' x 3/32" Wing Nut w/ approprmte washer and spacing vper manufacturer's Details � OL3' a � 09q" E 9 m r m Imo I L�_.1915" Stud Detail Stud w/ Die Cost Zinc NTS Nickel Plated Wmg Nut IH" Flush Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss RE-ENGINEErc4--D WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings by manufacturer ) O N Ul 3 to in = X a3 O� rn N � QI o a d L Tt N U) O to d) U p O CT) L X EUIC Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottoms of top chords using (2) IOd nails at each truss "\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) #5 bar cont. for bottom row over openings 1/2" drygwall over I" x furringg strips ai 16" o.c. with R4.1 fl-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. bo Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar joints shall comp g with FBC RLO1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 111 U Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet nails into per detail set or in epoxy with truss. Add blocking to on this sheet t ( 24" o.c.) HETA 20 1810 supporting Max. lbs. uplift WON L\ Jt411 WE ELI\ w 'All SO 11 VA EA WIMA VArA M W-A -, ME Me. HIM, 0 A, iv il WINA ArA map, F,=A WAS A PA WAR "A SEA I i 1 Gulf Coast Sut)DI4 JUL woog"alcrews with IV if r sealing washer at 12" o.c. max spacing over ASTM 0 (type 2) 30 lb fel Underlagment installed with min. I" side,,Iaps and 4" end i if 0)--IaDs fastened with .7orrosion resistant tin caps and with 1.25 rinq shank nadc ir ly I with light '4 SLOPE L I l�imimi oil MINE HETA 20 FIII cell with concrete and (Max.0 #5 Vesha rt. (typical).48" ROOF 1" L l ppbar not exceed i4�l wood Base unlessnotherrwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET 1 spacing at openings 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THiS SHEET CxC #10/10 WWM on L mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO 7H15 PLAN SHALL BE SUBMITTED TO THE =III1111I I11 IT I I f '�l l i- 1111=1111=11II 11II��IIIIIli,,llll=i���=�►i��ii 14111 I��- FI IIIIIIIIII " 1�1111 3 TLIblcal Section at Front Forch scale : IZZ' = I'-O" Braden III Braden ,AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : M2) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia°comcast.net Stuart. FL 34996 #AAC000032 ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wynne Building Corp. Date Drawn : Revisions: Sheet Comm # 5-9-11 GARAGE Drawf, by: The Grand Carlton LEFT C.C.U. 4. 12-2� Spanish Lakes Checked bg: St. Lucie County Florida D.R,B. OF 5 i PANEL 'iA" circ# circ# Description Wire Load BR Poles 1 2 AHU #l0 3.5 kw 30 2 Poles BR Load Wire Description 2 40 1.0 kw #s A/C comp 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 8 1 20 1.8 kw #12 Pump 9 10 #10 5.0 kw 30 2 II 12 I 20 1.5 kw tt12 13 14 r #12 1.2 kw 20 1 20 1.5 kw #12 Microwave 15 16 tor 912 L2 kw 20 I 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 ffReceptal l 20#12 20 1.5 kw #12 Kitchen S.A.C. 19 201 20I 20 1.2 kw #12 Clothes washer 21 22 #12 201 20 0.81 kw #12 Garage Door Opener 23 24 #12 201 20 1.4 kw #12 25 26 #12 20 1 1 20 1.92 kw #12 21 28 Recepts ttl2 20 I 1 20 #12 General Lighting 29 30 Recepts #12 1 1 20 #12 General Lighting 31 32 Recepts 412 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 120 1 I 20 #12 General Lighting 35 36 Bathroom GFI 912 1 #12 Smoke Detectors 3-138 General Lighting #12 1 I 20 #12 Bathroom GFI 39 40 General Lighting 412 20 1 spare 41 q2 spare PANEL "A" LOAD CALCULATION SHEET Load [Description Qt . Watts Total(Watts) General Lighting (3 ,watts sq. ft.) S,inall. ,A,pp(iance_ C.ircuit(.$). ..... .... .................... Range .................. ......... ......................... Refrigerator................................................... Microwave Dish Washer ... ........................ .. .................. Clothes..Wpsher_............................................ Clot hes..Dryer........................................... Water Heater Water_ .Pump .................................................. Garage. Door Opener 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 I 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 8100% 1 10,000 10,000 Remainder 21,415 a40% 1 O 10,966 Electric Heat or A/C 10,000 865% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Egeball Recessed PB Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle o- Wall Mounted Light � L.P. FC Waterproof ground fault circuit � Light with Pull Chain (attic) ® Floor Duplex Outlet @ I Computer Connection Jack cM Carbon Monoxide Detector 'V Flood Light TO Thermostat ® Electrical Panel ® Central Vac g Electrical Meter 05 Smoke Detector Ceiling fan ©v Television Jack Telephone Jack A C c>�s c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light sPKR Speaker Hook -Up ❑I Intercom 143 CFM IOx1Oxb MASTER BEDROOM 163 CFM IOXIOxb 12xl2x9 B/A F-I F1 ° B%Ax9 CLOSE .B. CFM a 8x4x4 I i X4 Vent -thru ---- _ Soffit ATH I -\ o \ 10" I o PATIO/SLAB I CAR IAT ROM I I Center Registers CFM 169 CFM on Ceilingfan IOxiox I \ IOXIOxl _141 1211 DINING ROOM Exhaust Duct Thru Soffit L-- - - - - -- L 1512xICz; d � I H.B. 20 CF i 4" I 1 FM Vent thru Bx4x-4 R%�1 8x - - - - -- 5 of fit I o I Lceinling; '�` T H - - - - 20►r20 �{" Exhaust 7 i Duct Thru A/C ----- - W.H. I Wall WP GFCI #I 1"I" I nu 116" 22" x 54" �* > I I Attic Access73 0I 1 with fight I 1 1CFM Xl I i 2XL- L - - hl - _ I <J Install oulet under disc. not shown or clarity C IL _ _� I'„ we L�-fir 150 Amp ` A/C Meter Panel \ #I \\� SECOND 44 35 CF GARAGE I BEDROOM I 12xl2x8 B/A Meter r ----------------- (9 - JUNCTION BOX TO SUPPORT A FAN � E C � � N I C � L L � o U T O = THERMOSTAT LOCATION B/A = BALANCED AiR Electric Notes: SCALE: 1/4"= I'-O" I. Use copper wire only, no aluminum. 11. It is not the intent of these plans to show every minor detall 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and 4, ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. iGitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 19, The electrical system shall be completely and effectively 10. A/C Refrigerant lines that are run thru slabs must be grounded as required by the latest edition of the N.E.C. sleeved in PVC 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 by a licensed electrical labels where applicable, 13. contractor, the completed system shall be ful14 operative. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. 15. interference with the progress of construction. All required insurance shall be provided for protection 22. Furnish and install ail 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. 1L. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years 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'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 COVERED PORCH A/C I�disc. UJ 1 150 u2/0 Aluminum feed AMP MCB 1 '/2" Conduit -�_ PANEL 2" PVC ( FP 2" rigid service FPL to U5#'orct?1.prebar i in slab ELECTRICAL jRiSER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden III Braden ,AIIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia5comca5t.net Stuart_ FL 34994 #AAC000032 PATIO/SLAB /Covered Porch`, MASTER � BEDROOM \ I WP GFCI TY TY `S I TV � I - - Smoke / Carbon G� R A T Monoxide Detector R q O M Combo CM I 1 GFCI I Ib" TV CLOSE I =E) I II rC,F DiNiNG - GFCI rc I ROOM 1_ Pc OFAN M ° KITCHEN I € I I L - Smoke P Carbon - - Monoxide Detector kso 24" 3'-2" 3'-2" Combo $CMGFc� � FM N GF GFCI 42" GFCI ------ I _/w � I 22" x 54" > Cente ` I Attic fiAccess light I ---/ t-� \\SECONDS 15o AmR Optional Panel \ 1 panel location S TV \ Pull chain ,S \ � e light in attic m S 42" GFCI \ GARAGE � II Garage / Door / -Opener--- \ WP I I / I I _COVER�'� / I-1 P-012-CH H ELECTRIC/4L FL/4\ Attic Venting Calculations FBC 230, Total Attic Space = 2124 sq, ft. \/enting Ratio I/GO = 1-4.1� sq. ft. required fi rovide A Continuous Vented Soffit Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida SC i4-\Ltz: I/'t Post Light with Photo cell Date brawn Revisions 5-9-11 GARAGE Drauln by: LEFT C.c--.U. Checked by: 0.R?-B- IF Exhaust Duct - Thru Soffit E Wire For Front Post Light Sheet Comm It E-1 12-2� OF 5