Loading...
HomeMy WebLinkAboutBUILDING PLANGulf Coast Supply and MFG 5v Crimp Metal roofing FL #110IJ2 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. Max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered routs 12" o.c. In field, Attach deck to trusses using attachment detail on this sheet 12" H. EJ '. 3 5/8" thick light textured stucco on typical concrete ---------------- - - - - -- block -construction --- 12 4 1 SLOPE 12" RIGHT ELEVATION u Goof s WD gleE 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck' using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps Fastened with corrosion resistant tin caps and with 1.29" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" oc. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction = Finished Floor _ _ - _ _ LEFT ELEVATION 5/8" thick x 8"w cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 wood screws with self sealing washer at 12" o.c. max spacing over (type 2) 30 lb felt underlayment installed with min. 4' side laps a laps fastened with corrosion resistant tin caps and with 1.25" ring spaced 6" o.c. at all laps and two staggered rows 12" o.c, in fiel deck to trusses using attachment detail on this sheet 12 12 SLOPE 4 4 1 SLOPPP THESE PLANS AND ALL PROPOSED WOh ARE SUBJECT TO ANY CORRECTIONS 8'-1" T,OFWU R BY FIELD INSPECTORS THA ESSARY IN ORDER TO 12„ COMP. WITH ALL APPLICAnl5 GUUb . .H. 0'-0" = Finished Floor /-I&, ELEVATION MOTES: W Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted ,4ny changes to this plan shall be submitted to the architect for approval In writing prior to starting construction. Return ALL Stucco Bands Into Window or Door. 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 n Deai n Pressure 8 f Approved TeatsI t4 FL# 11499.1 Impact Single Hung Series IBS MI WIndOWs and doors . x a�cars uWI so❑� p¢n rat qt ai ma1r23 om each corner end L o.c. epereafterthrong T f3uck into sad filled CMU wall maintaining min 2.5" edge distance in strict adherence± to the roduct a roval.net FrI 60 1$E PLANS AI 16-0330.02 I Garage Door Model 824/811 9'-4" max. width Ib'-O" max height pqg I-rovide x uo to concrete ae mt a ce mt a :5 s/e•eevemewaat r a.a. h Lpp5 Aa ueehen eRh ea 4' edge dnranca. Instal trek to buck (Il 5/4' x 15/a' hp thread ly ecrne m each lxt.'X r neintaimrq inn. d 1.5' soles detente - GC to stnttls adhere to product approval VS;' er on rawx is ARE SUBJECA ,Overhead J.Li��BKB1 50.0 Y jAy RE ESE B FL# 16414.1 Fiberglass DesignPro/ Smoth Pro Jeld-Wen Elco 1/4" die. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c, max thereafter in head and iambs. pip WITH P + 50.00PS C FL# 16133.1 Glass Impact Door P Series 420 MI Windows and doors p- ad sex.5hding corner napo°c' ohle 173- Arat eaWWErotetr throug PT Suck into solid Pilled CMU wall maintaining min 2.5" edge distance in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST Expiration Date Design Pressure f Approved Tests Mullions FL# 15353.2 5164 vertical mullion MI Windows and doors For CMU use (2) 114" x 2 3/4" tapcona with min 1 1/4" embedment pene tration 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 FL# 11651.12 5V Crimp Metal Roofin g Gulf Coast Supply and manufacturing wo ga. 5v crimp metal roofing attached to plywood deck using a9 x 1.5" wood screws with self sealing washer at 12' o.c. max sLacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and b" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced b" o.c. at all laps and two staggered rows 12" c.c. in field. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL # 12198.3 Model T4 12" vented Kaycan Install using 2" x 2" battens at 6" o,c, screwed to soffit framing using 48 x 3" wood screws at each truss. Install soffit to battens using 55.0/-35.0 PSF Vinyl Soffit 0,12" dia. x 1.3" Iona rina shank nails with 3/8" dia. head. Hurricane 24 Gauge Global Protection Install using 1/2" dia, solid set lead anchors with 114" dia.-20 x 1.5" Panels Flu I5014.2 Storm Panels Products LLC long SS screw head combo. with Neoprene washer at 12 1/2" o.c. + 45.0 PSF 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 ) 2" x 4" top plate AN LL PROP Lt Wii T ,,"'e8 ABLE3 SHOWING `AND 8HGC COMPLIANCE Y CORRECfII( }� C ENERGY CODE MUST 1NSORDflM1fI�� ALL DOORS AND WINDOWS PPWCANLA C0 APPROVED base -board 12 11 SLOPE Finish Columns with 5/8" thick cut coral finished stucco bands I N 12" H. 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction ELEVATION 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 underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.26" 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 r M III; I -I PWL I -I %R40-,, NS/B/ gp�TgC \ 5/8" thick light textured 09�9FC �� TH �FNT,< stucco loon ck construction concrete FRONT ELEVATION imi 1/2" drywall ceding on truss bottom cord 1/2" drywall on x 4" studs at 16" o,c. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition SCANNED BY St Lucie County ST. LUCIE COUNTY BILDI G DIVISION REVIEWED FOR C 11gN E A REVIEWED BY - DATE C! s h� DATE a PLANS AN PERMIT MUST BE KEPT In SITE OR NO INSPECTION(S) WILL BE MADE nts Braden t Braden AIA, PA Winne Building Corp. Architects - Planners BE S.E. Coconut Avenue THE HE G E I I Ij�lI �t (112) 281-8258 1 I 1 Fax (112) 281-8283 Spanish Lakes -mail: bradenaia5comcast.net St. Lucie County Florida Stuart. FL 34996 4AAC000032 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 Bid nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 5/8" thick x 8"W cut coral finished stucco bands SCALE: 1/4" = I'-O" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 145 mph ultimate Mean Roof Height: II' -Oa Roof Pitch: 4:12 Internal Pressure Coefficient: ±p_Ie SubUectability to damage from. Weathering: Negligible Termites: Vern Heavu Width of Roof End Zone: 3"1" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.129 ASD design To OOPITCH Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.6DL+0.6WL Components t 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 = Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? = Roof Zone 2 yes Walla Zone 5 Are Components an Cladding Dart- ails Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Teat: psl This Building Shall Have the Following: - Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 3'11_ psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD. J-5- pat FLOOR DEAD LOAD:--1-0 of JOB ADDRESS: \ Date Drawn : Revisions Sheet Comm # 12-18-I GARAGE 1 RIGHT Drawn by: i C.C.U. Checked by: B D.R.B. OF 5 'FLOOR FLAK 1 CRASH POST DETAfL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T,S. I. Contractor to verif ALL notes and dimensions rior to y p high by 4" steel steel crash post. diameter Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have Slab (3/8"t 50 ks1 steel plate) a minimum 1,400 P.S.I- fiber stress. L" 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. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 03/8" o 21/2" 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 0 2%2" -T. ALL wood in contact with concrete shall be pressure treated. o 8 ALL wall dimensions are nominal and not finished wall or Stud dimensions 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2y2, 2yz handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department 6„ surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door W-H- = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.91.1 I6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 17. 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. G psum board material shall conform to ASTM C36, C19, C475, C514, C630, C931 AO, C1002, C1041,C1111, C1118, C1278, C13`15, or C139L and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nall sizing options for of dr wall into Spacing installation Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" dia®Rter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR Walls Either 8" I6" 0.080" dia. x 1 5/8" long with Direction IS/64" headOR Ggpsum board nail 0.086" dia. x 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/6'4" head OR 0,098" diameter x 1 3/8" long annular -ringed or 6d cooler nail OR Walls Either Ili" e" I6" 0.092" dia. x 1 7/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 1/8" with 19/64" head. AREA CALCULATIONS Living A/C = 1839 sq. ft. Front Porch = 26 sq. ft. Rear Porch = 100 sq. ft. Garage = 31'l sq. ft. Total Under Roof= 2,282 sq. ft. Total Cubic Ft = 15,581.E '1 2. Y VTR 1 LAVJI 1 LAVA BATHER 2" wN-I 2' AAV we -I 2" LAY-1 21, r' KITCHEN 2 LAUNDRY I 12„ I � LAV-I \ POWDER 2" \ 2' VTRwC-1 �•' / J` i MASTER / BATH #2 �„ 2" we-1 LAVJI 3' c.o. LAVJI 2„ e PLUMBING RiSER INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND Install windows thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 6" o.c. from each corner and 20." o.c. thereafter at .lambs and 20" Exterior face at head and sill per product approval of wall / \ Buck Imax. max lo.c. max. Ito be 1" SILL BLOCK PRIOR TO BUCK INSTALLATION Attach buck to block wall with 1/4" dia. Elco conic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck x 4" PT Exterior face m ® of wall / \ Detail at wlndowS 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, 4136.l and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11�8 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the 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 accompan4ing amoke developed index not to exceed 450 when tested in accordance witF ASTM E 84 Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 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 Ib relt 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 (" 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 with (10) IOd x 1 1/2" nails ( 24" o.c.) suppporting Max. 18101be. upld"t 12 4 FRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip ;� \R-30 blown fiberglass Edge f Fascia in bottom chord of trusses 7 1/2" drywall with smooth Finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) tt5 bar cont. in each row. Substitute Kaycan full o vent vingl sorfit installed precast lintel filled with concrete and (1) #S using 1/8' dia shank x 15" long gaiv. bar cont, for bottom role over openings roofing nails with 3/8" dia. head per product approval - see chart sheet #1 1/2" drggwall over 1" x furringg strips at 16" o.c. with R4.1 Pi -foil nsulation on typical 8" Block walls 5/8" thick light textured z All drywall to be installed per FBC R102.3.1 stucco on typical concrete and shall meet all pertaining ASTM codes. block construction m Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap FIII cell with concrete and at each filled cell M #S bar vert. (typrcal). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with Fibermesh OR 6"x6" 410/10 WWM on 6 and Visqueen over clean compacted termite treated rill a _ Grade r 14" x 14" Concrete footing 14 with 12) tt5 bars cont. and #5 T Y P I C A L S E C T I O N transverse bars at 48" o.c. Scale : 1/2" = 1'-0" 0 o ° N i P.T. Buck nailed to v_48 Wood screws thru jamb into buck with case hardened nails at each hinge and 15" o.c. max and O m to window attachment D e t a 11 a t Door prior to door attachment 0 0 NTS NITS UJindow Schedule Mark Size Rough Coen. Window Description PRESSURE ZONE I. 4'-5/a'x 5-3%' 54%"x 63%," Single Hung ZONE 4 2. 6'-24'x 51-3 %' 15" x 63 W' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21%'x S8%" Single Hung ZONE 4 4. 4'-5%e"x 4-2'/s" 54%"x 64Ya' Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullion per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL window in bathrooms to be tempered All rough o�turer ening dimensions to be verified bg contractor wlth manufa s specs prior to construction Door Schedule Mark Size Rou h D ening Door Descrl tlon PRESSURE A T-O" X 7'-0" 108" x 84" Overhead Garage Door RATED ZONE 4 B 3'-O" X -81, 41 %4"x 83i;' Fiber lass Panel - Inswin 9 9 IMPACT RATED ZONE 4 C 6'-0" X I -a" 31 %;"' x 83" SIn le Lite French 9 IMPACT RATED ZONE 4 D 2'-0" X '-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2" E 2'-V X 4 -8" Solid Core - Wood - 6-Panel F 5'-0" X '-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'r8" x I %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 1'-8" Solid Core - Wood - 6-Panel 1 2'-6" X 6?-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exter or doors to withstand pressures stated in permit info box on sheet 91 GARAGE D06R 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 manufacturers specs prior to construction Braden t Braden ,AIA, FA Architects - Planners 411 S.E. Coconut Avenue OB Tel : (172) 281-8258 Fax : (112) 281-8283 E-mail: bradenala8comcast.net Stuart. FL 3499E #AACOOOOS2 0 0 gioll 6'-O" 12'-O" 36" aoI INNa a o0 0 EGRESS i Covered Porch CIOSITTING ROOM 12'-8" 1'-gill T . 2'-3„ T-0„ u - © OD 3 O l MASTER 8'-0" to 9'-I " A.F.F. BEDROOM Vaulted CeIling 8'-0" A.F.F. R 1 AT Flat Ceiling RgoM 1 I Rod Shelf Vanity to be ° 34 %2"high s N I N I a- r L SET 8'-0" to 9'-8" A.F. Vaulted Ceiling 2" x 6" knee -wall below counter o J I ° I top W I M rr r DiNING i I ROOM ( a a,F L 8" Rod Shelf LINE ABIN BAT/ , / ° I (41") High Wall ° I KIITCHEN �o I 1v1/2" Ov erhang '-O" A.F.F. I Flat Ceding I v DESK - - - - - - - ' 10'-S" -O" I Upperca Inets to extend over Ref. Ref. an e - P ° - N :o I penln v� A T H o ® ®w w 1 m H -II Be Inwlatian Cr 1n > S HOWDER a 11" -YY AtUc Access Provide auto -q Rod t Shelf I ul waftlightcloser '�1 �-----Jnitg to be = 4"0 Steel Ballard i2 ' high I Q Q See detail on this sheet o C OSET Ic_ l a 3 I50 mp 7� Oar,Oo I 0 m Panel H.B. I o a GARAGE )JU° 8'-4" A.F.F. O Flat Ceiling N VEERGEN r-----------------i Y I Block wall in garage to be O 13 i struck blocko MASTER C v RED l BEDROOM PORCH I I 42 I ro 8'-0" A.F.F. AlD O 18811 [ 0 Flat Ceiling 2,_8„ 31_5„ 5'-2" 0 O 12'-8" T-0" V T-O" 14'-O" Wwnne Building Corp. Date Drawn : Revisions ' 12-18-11 THE GElIiNI GRGHTE Drawnby: Sppanish Lakes Checked by: St. Lucie County Florida D.R.B. m 00 v Q w w O V filler rNv 4'-0" A/C41 o Deter 1�11 r ^� - -A Sheet Comm is OF 5 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 2,900 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ I. MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 8 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ,ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 5% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. B MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIALFEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MEHANICAL 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 1 3. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14• LAP ALL REINFORCING STEE� A MINIMUM OF 48 BAR DIAMETERS. 7• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE I5. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF I600 PSI ATTENTION OF THE ARCHITECT. 14. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINES UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR i 11. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FO U N D/4T 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. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell With concrete and I #5 bar vert, at 48" O.C. max. Provide (1) filled cell On each side of openings upp to S'-11" wide. Provide (2) filled cells on each side of openings from ('-O" to 9'-II" and Provide (3) filled cells on each side of openings from 10'-O" and up Contractor to see plans for any other condition used. Foundation walls Shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction S. ALL Reinforcing steel shall be grade (0, meeting ASTM A-16 and A-3S specifications. ALL Anchors to be A-30-1 Steel. `l. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. u5 bar Vert. w/ 30" overlap SEE TYPICAL at each Filled cell ECTIONS 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade m Iconcrete monolithic fooI ng with (2) #5 barscl cont. 14" j% TYPICAL FOOTING DETAIL SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan CV a 0" (2) U5 bars Cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I'-O" 12" x 12" concrete column block filled with concrete and 12) #1 bars vert. tied into lintels above Verify house slab height in field Top of footer 16" below finished floor � 3 COLUMN FOOTING DETAIL SCALE 1/2" = I' Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE\ \ SCALE: 114" = I'-O" Termite Protection for New constf,uctlon. Soil treatment used for subterranean termite prevention inside the, foundation perimeter shall be done after all excavation, backfillmg and compaction is complete. If soil area is disturbed after initial chemical soil treatmen, area shall I be re -treated with a chemical soil treatment including slpaces 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. 4" concrete slab with fiberihesh OR CxC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill �/ PORCH SLAB EDGE DETAIL \__f SCALE 1/2" = I #5 bar Vert. w/ 30" overlap at each filled cell SEE TYPICAL 'r"�SECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermes slope. 6"x6" #10/10 WWM on 10 mil Via #5 bar in curb I. clean compacted termite treat 0'-0" F.F. Grade —IIIIIIII IIIIIIII 14" Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. —011 Conc. Fill To Be 3000 PSI See Floor Plan For Location I OR lueen over >d fill !�14% x 14"d concrete] monolithic Footing with (2) #5 pars cont. GARAGE CURB DETAIL SCALE 1/2" = a 0� Double Filled Cell Column NTS FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) U5 BARS CONTINUOUS F 30" x 30" x 16"D COLUMN FOOTING WITH (4) U5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W With x 14"0 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" I w I p o � ° I rn o Rear Patio/Slab I to be poured separ Fromthe house slab. 25'-O" _lU1 I I lEl I I ILIIUI_1_1_1 I�ICJI I IU Or — — — — — — — — — — — — — — — �I— — — — — — Filled cell under FI girder above t_ I 4" I I N ate r Thicken footingto 1 24"w x 14"d x 4"L a I under filled cell FI I N under girder bearing. Lzi I FI lI I I _I I i I �I I I FI I of I I 6" I of I I Oil 'I _i FI 1 I —i II—i I I I o I r of I a I Q ©I O ! I FI of I f- =N 0 I I of i I FI I I of I 12'-8" 1 H.B. concrete slab with fibermesh OR I ' #10/10 WWM on 6 mil Visqueen over � D lean compacted termite treated fill 7 FI I .M I 0 FI I i+l I L An�n —n n -T-I-I-T-6-T-T-T-T ra 6 I i- V I° o I I to 0 I FI o �lo r— I I 19 dSird ®fillewConcrete#I v a °o I I s +> > a I I vwE I 1 -0E r W vVQ I I I O wE31Q300 I r- o Io Cp U — J I 10 vim: �I oI x Io x O - t — — — — — — � — — — — J 00 0� Recess for 0� Caarage Door 3'-5" JL 9'-01, 5'-2" 15'-10" 35'-O" 2" x 6" PT wood secured with 3/8"dia. x 6" anchor bolt at 18" o.c. Braden t Braden AIA P,41 W�(.i1r1L Building Corp. Date Drawn Revisions Sheet overhead door track secured to wood jamb per manufacturer's product approval Architects - Planners GARAGE 12-Is-IZ Detail Garage Door JambT 411 S.E. Coconut Avenue J THE E G E M f N f RIGHT Drawn by: Tel : (112) 281-8258 C.e.u. Spanish Lakes GARAGE DOOR TO WITHSTAND PRESSURES STATED Fax (rade 281-8283 IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT NTS Checked by: MODEL. APPROVAL FORM FOR MANUFACTURER MAKE AND M E-mail: Stuart. FL bradenaias'comcast.net S499L #AAC000032 St. Lucie County Florida D.fZ.B. OF 5 ppyy��, U-Q 0 NLL 0 I Comm # 1�-20� ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 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 Ke Area Edge Field Fastener Pressure Zone 1 C 6" Sd ring shank 45 psf Zone 2 4" 6" 8d ring shank 14 psf Zone 3 41, " 8d ring shank 84 psf ** Zone 3a C L" #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 Rebar to Lintel 48 Bar Dia. 'tin. Overlap ROOF FL,4N - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - ARCHITECT TO REVIEW TRUSS SHOP 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 12 "x 12" lumn Block �#1 Rebar A ttachment NTS n 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32' COX 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 #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 underlayment installed with min. 4' side laps and 6" enc laps fastened with corrosion resistant tin caps and with 1.25" ring shank 'nail spaced 6 o.c. at all laps and two stagggered rows 12" o.c. m field. A$tac deck to trusses using attachment detail on this sheet Provide 95 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete SUS-OB/OT precast lintel set in mortar —.- Min. 8" Bearing - SINGLE PLY REAR GIRDER TRUSS Nail 22" x 4" blocking to vert. leg of truss, with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8 din. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 3LOCKING DETAIL )ER STRAPPING TER BEARING POINT Additional Precast Lintel bars CLEAR 9-- Lintel Length 9 Bar Length 9 Clear Span PT-10" u u A Bars u u B Bars 2'-82it3 none 3'-C 3'-4" 2'-2" 2,#3 none 4'-0" 3'-10" 2'-8" 2,#3 none arn CLEA "•i1"•%;: 4'-6" 4'-4"3'-2" 243 none one Row of "H"Bloek 5'-4"5'-2" 4'-O" 2,#3 none Above ��?�': i • "" Precast Lintelfl 5'-10"5'-8"4'-6"2#4 none r ''2tt4 Additionai;.,:.,: ''' none US5 bare T- 6'-2" 2 #5 none BFIL-IB/IT BFIL-IB/2T 81-4" 1'-10" T-O" 21#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel-1.5" 2. min. bearing required a ea. end=8" 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Roue of "H" Block Above " Bottom Steel S1zQ Top Steel Size Max Gravity Load (p►LF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-L" 8F8-OBAT I #5 90L9 150 1024 131 2'-L" 2'-8° 3'-1. 4'-0" eFe-OB/IT I tt5 25LI 13L3 143 L45 4'-5" 5'-10" SFe-OBAT I tt5 1 IIOS 909 1 339 L50 5'-O" L'-L" BF8-013/IT 1 #5 1238 835 121 LLO L'-8' I'-L" 8F8-OB/IT I #5 1011 121 534 L80 8'-00 9'-4" 8F8-IB/2T I #5 2 #5 152 591 512 L90 9'-0' 10'-6" 8F8-I13/2T I u5 2 #5 643 530 401 L90B 9'-O° 10'-V BFIL-II ONE 1 #5 2 #5 1033 1183 401 LI00 101 11'-4" 8Fa-IB/2T I #5 2 #5 502 494 452 LIOOB 10'-0° ll'-4" BFIL-IB/2T ONE 1 #5 2 #5 136L 1028 452 LI20 IT-O" 13'-4" 8F8-I15/2T 1 #5 2 #5 411 426 324 LI20B IT-O" 13'-4" 81=I6-I15/2T ONE I #5 2 tt5 1015 110 324 LI40 14'-O" 15'-4" BFIL-IS/2T ONE I #5 2 #5 1250 409 259 LILO 111 m'-4" 8F8-IB/2T 1 #5 2 #5 300 192 194 LILOB I6'-0' 1 IT-4" BFI4-IB/2T ONE I #5 2 #5 960 500 194 - 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'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24" o.c.) supporting Max. 1810Ibs. uplift Aluminum Drip _ Edge t Fascia 12" 2" x b" S Kagcan full o vent vinyl soffit installed awn 1/8" dia shank x 15" long gale. rooting nails with 3/8" dia. head per product approval -sae chart sheet #1 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to 8"x8" with concrete and one tt5 bar continuous BEYOND 4 Aluminum Drip ' Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd Is at each web 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no lase 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. Wood Top of Tooterx= Base 16" below finished floor Step per foundation plan Slope per foundation plan 'r _ - - I=IIII IIII IIII—I-IIII—IIII IIII=IIII e _ ;IIII—M I I —III IIII IIII IIII IIII IIII IIII IIII Ill l IIIIIIIIIIIIIIIIIIII • � 14" Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. e PT Buck ed per iamb into Idled c' 4" Pre -cast Bill oured Filled Cell Provide #5 bare with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale: I/2" = I'-o" 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-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer ) R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (U 95 bar coot. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" dr wall over I" x furringg strips at IL" I with R4.1 fi-fo11 -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned__ per FBC RLO1.1 and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill F) Tublcdl Section at Fl Front Porc Scale : 1/2" = I'—O" Braden t Braden AIA, FA Architects - Planners 41"1 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 28-1-8283 E—mail: bradenaiaa'comcast.net Simpson HE I A 1V Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia, threaded rod with min 12" embedment ( 24" o.c.) 1810 supporting Max.into pp g lbs. upllft ETA 2O (22) beam either wet set or in IOd nails into truss. Add truss leg per detail on epoxy with blocking to this sheet N e) X 1- � L s cn S cN `o 4� Q a H LLU ui 1] N 2 _ u to 0 O d) E ry k) � L r Wynne Building Corp. THE GEMINI Spanish Lakes St. Lucie County Florida 90 11.45 LLO BI BI BI W i L90 BI a � J o_; W B I I F- _ 12 LO r. ii L45 I ^YZ Q' I I � +� (� 2„ U BI � AI E I 4 s P BI 0 1 N - 0 cA v W I 01) U � I E 45 BI u jja n Al III wi u'Q z < -- --- — _ding� -- — —� v`~W III IGulf Coast Supplu, and MFG 5v Crim Metal #11651.12 roofing FL24 = tv--Tsft I wood screws with self sealing was er at 12" o.c. max sP (type 2) lb felt cing over ASTM D O F- 30 underlayment Installed with min. 4' side laps and 6" end N laps fastened with corrosion resistant tin ca s and with 1.25" rinci sank nails deck to tri6aes using attachmentdetail on this sheet L22 BI �ttic ccess 4')�TJP Lwith light -----SLOPE 4 rtewith IN ' 8'-0" MAX. ' 2" x 8Ft back S of top chc I 1 N TI I I n 12" I �1--- I I I p I BI L31 I I I I I O I I 1 I I I 1 - I I I q C4 I I W W W Simpson HETA o hurricane ancho at each truss gl 0 1 I N r- 11 10 lb . upliftel B1 L90B BI BI 7 ETA 20 BI BI 40 BI GARAGE RIGHT Date Drawn 12-18-11 Drawn by: C.C.I. Checked by: D.R.B. Revisions FILE NJ Brace Gable e 4" SYP 92 m nailed to bott nds using (2) I( ads at each tri A Sheet Comm t OF 5 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 AHw #10 3.5 kw 30 2 3 4 2 30 4.5 kw #I0 40 gal. water HTR 5 4 Range #4 12.0 kw 50 2 1 8 1 20 1.8 kw #12 Pump 9 10 Dryer #10 5.0 kw 30 2 11 12 1 20 1.5 kw 312 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave is 14 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 17 18 Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw $12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 24 Recepts 912 20 1 1 20 1.92 kw #12 21 28 Recepte #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 912 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 912 General Lighting 35 34 Bathroom GFI #12 20 1 1 20 212 Smoke Detectors 31 38 General Lighting #12 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 s are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General Lighting (3 watts sq. ft.) Small, Appliance, Circult(s), ...................... . .. . .. . . Range ............... .................. ......... ........... Refrigerator ..I ............................. ........ Microwave..................................................... Dish. , Washer. ......... ...................................... Clothes..Washer, .. Clothes..Dryer............................................. ........................................ Water Heater ................................................................. Water Pump .................................................. .. ... Garage. Door. Opener . 2496 3 1,488 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 I I.500 1,500 1 1,200 1,200 1 1,200 1,200. -( I 5,000 5,00 O 1 4,500 4,500 1 1,800 1,800 810 810 Total Watts 39,698 First 10000 Watts e100% 1 10,000 10,000 Remainder 29,698 e40% 1 O 11.819 Electric Heat or A/C 10,000 945% I 10.000 10,000 Calculated Load Watts 31,819 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 132.83 Panel Size Required = 150 Amps Electrical S mbol ,Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed F1B Push Button Switch -0- Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle o- 1 Wall Mounted Light Noe Watnteerproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac g Electrical Meter Qs Smoke Detector Ceiling fan © Television Jack 0 Telephone Jack A D19c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ,�RFKRJ Speaker Hook -Up ❑I Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A - BALANCED AIR ■ 391 132 CFM 121 CFM IOxlOxl IOxlOx1 SI TING RO M MASTER BEDROOM 132 CFM IOxlOxl 12x1: r- l7i/� k� s� 4\ 11 B/AxlO CLOSE It-thru ---- � Flt $14ATH A/C 41 Meter 150 Amp Panel I I GR IAT RO)M I I Center Registers 103 on ceiling fan l03 CFM I0x I IOxlOx1 F71 Covered Porch A/C �I �disc. LJ I I50 #2/0 Aluminum feed AMP CIB 1'/s" Conduit pA EL 2" PVC ( 2" rigid service FPL I Bare #4 copper wire to 45 cont. rebar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction --- 12/i I `---� I DINING I ROOM }0 y 143 CFM I 12x6xi I ESK - a --- - O a - i T O B T __ Ventthru ----- 8x4x4 --Soffit W.M. I 6 CFM 22" x 54" P W D E R Attic Access with light j 1141 8x4x4 ----- 33 CFM 1a1 CLOSET C) _ L I 1 CFM H.B. 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 MECH/4NIC/4L LA r I B/A 12xl2xlo 12xbx1 280 CFM MASTER :OVERFED BEDROOM PORCH #2 CI.T Electric Notes: SCALE: 1/4" = I'-01' I. 2. Use copper wire only, no aluminum. Provide and wire all required smoke detectors. 11. It is not the intent of these plans to show every minordetail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in 5. ALL bath and kitchen receptacles to be GFI protected. proper working order. 18. All work shall be done in accordance with the N.E.C. and L. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and sha 1 1. S. Recessed cans to be installed per NFPA requirements. AFCI receptacles are required in all rooms except meet all standard requirements of the local electric util tg Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply w/ FBC RM1602 A/C Refrigerant lines that are run thru slabs must be 19. The electrical system shall be completely and eFfectiv ly sleeved in PVC 9 4 y rounded as required b the latest edition of the N.E.C. 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable, contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and blower 21. All equipment and panel sizes shall be verified before inspections including testing where required, ordering. The contractor shall provide circuit routings t 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 19. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years 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 meta 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 Braden it Braden AI A. FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 3499L #AAC000032 Exhaust Duct Thru Soffit, c Z N Wire For14 Front Post Light Winne Building Corp. THE GEMINI Spanish Lakes St. Lucie County Florida PATIO/SLAB Covered Porch �I wP GFCI I ' 1 SITTING I I MASTER BEDROOM v S I v I // C Smoke / Carbon Monoxide Detector Combo GREAT n O ROpM r -- -I- �I I 16" �i LQSET II II I I Fcl I I - DINING �� I I GFCI m ROOM I I •F� =F\�� H� KITCHEN �\ N I\ 1 I I 1 - - - - - 3' ,12„ 3,_2„ 24,E ESK � /GFCI �B)) FCI GFCI CI �y ® 42" GFCI 1 POWDER 22" x i4" �-/� Attic Access I with light o_ Optional PC IVO Amp CLO 1 I I panel location I / Panel Pull chain / I I light in attic ��/ / S I I 42" GFCI Y D-S 5ke 7-Mrbon I GARAGE `�. Monoxide Detboector Com Garage II Door S Opener r----------------- , I I I I I I /Z PB \ i I �lWP GFCI COVERED PORCH MASTER BEDROOM 42 v� T-o" v 0 I N Post Light with Photo cell (V N N Exhaust Duct Thru Soffit 1 4" Exhaust Duct Thru Wall wP GFCI Install owlet N under disc. 0 not shown For clarity A/C 41 eter ccI� ELECTRICAL PL,4N SCALE: 1/4" = I'-01' Attic Venting Calculations FBC 2309.1 Total Attic Space = 2496 sq. ft. Venting Ratio 1/150 = IL. 4 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions 12-18-I1 GARAGE Drawn by: RIGHT C.C.U. Checked by: D.R.B. Sheet Comm # F1 B OF 5