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HomeMy WebLinkAboutBUILDING PLANGulf 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 a t 12" o.c. max spacing over ASTM D (type 2) 30 Ib 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 detai on this sheet \ 12 .. 5/8" thick pica textured O O stucco on typical concrete �{ block construction rz Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands i H T ELEVATION SCALE: 1/4' = Gulf Coast Supply and MFG 5v Crimp Meta roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to p 9wood 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 wi h min. 4' side laps and C end laps fastened with corrosion resistant tin caps and with 1.25 ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on t�is sheet \ 12 SLOPE 12 SLOPE 1,4 8'-1" T.O.B. 12" H. 0'-0" = Finis THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT dimlbbr'ECEfSAPY IN (;dGLR 10 �mnyi!�AIm1AP�ilCABLAQM Flo 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 12" 12'' C .i- O Finish Columns with 5/8" thick cut coral finished stucco bands \ 5/8" thick light textured stucco on typical concrete block construction ELEVA T fO�l MOTES: �'EA� ELEVATiO�I Overhangs at 1'-O" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. Return ALL Stucco Bands into Window or Door. : 1E0U1RED CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OFRECOpr,,. o, 12" 2„ ° 5/8" thick x 8"w cut H. 5/8" thick x 8"w cut coral finished stucco bands coral finished stucco bands 3 3 5/8" thick light textured stucco on typical concrete block construction Finished Floor - ------------------ LEFT ELEVATION SSNO�NG p1�MANUF Ate �MµOsj SCALE: 1/4" = 1'-0" FPGSO ENERGYCOODWINDOWS � ALLO�� � �PRpVEO Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening NOA/FL Product Model # Manufacturer Glass Attachment method E T E Lation Design Pressure Type NiMBER Da Le of Approved Tests 1,2,3 MI �Llindows L i . x gpcons min. ppnp�tpt on at me rom eac� corner and L o.c. therearter thraug PT �uck into sod t4 FLU 11499.2 Single Hung Series 185 d�.s Pilled CMU mall maintaining min 2.5' edge distance in strict adherence ± 60 par an p to the roduct a royal. A I6-0330.02 Overhead Model 824/811 9'-4" minx width DAB m x uc o con rats block with . cog mt the5�6er vywtsen' 3/0' x 6"HdUHLLC S�sln.tap flack ece 6uek ins I 10 9-21 + 50.0/=60.0 Garage Door IL'-o" max height (0 5/Y.' x sis" Pull thread W sae« m sad, bracket mmtneaaq inn or 1.9m wise datenoe - GC to onetlp adha. to product approvd p:i Provide V m roller to R Elco 1/4' dia. tapcon with min 1.25' embedment at 3" max M B FLU 16614.1 Fiber lass 9 Design Pro/ Jeld-Wen from corners and 11.5" o.c. max thereafter in head and jambs. + 50.0 PSF CI Smooth Pro - Sliding Glass Mi Windows L i . x p� cane i enettotion at max om eec� corner end T" o.c. ee �%le row t�areaPter throug� C FL# 15332.2 Door Series 420 And doors PT Suck into eo6d Pilled CMU yell mamtaimng inn 2.5" edge dtatence in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL Model # Manufacturer Attachment Method iration Design Pressure NUMBER Da of Approved Tests For CMU use (2) 1/4' x 2 3/4" tapeons with min 1 1/4' embedment FLU 15353.8 CM-18531 Mi Wlgdows penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" + 118.9 PSF Mullions vertical mullion and doors self tapping screws per clip as shown in product approval. _ Roof FLU 11651.12 SV Crimp Metal Roofin g Gulf Coast Supply 21 ga. Sv crimp metal roofing attached to plgwaod deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max seating over ASTM D and manufacturing (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails - 108.5 PSF spaced L" o.c. at all laps and two staggered rows 12" o.c. infield. Attach eck to trusses using attachment detail an roof plan Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Kay€.an Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using US x 3" wood screws at each truss. Install to battens using +55.0/-35.0 PSF Vinyl Soffit soffit 0,12" dia. x 1.5" lona rinc shank nails with 38" dia. head. Hurricane 24 Gauge Global Prof-ection Install using 1/2" din. solid set lead anchors with 1/4" dia.-20 x 1.5" Panels FI# 15014.2 Storm Panels Products L"-C 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 - PIs1NS "M ALL PF' POSED WORK sdECP I U ANY CCi3 iECTIONS IED BY FIZILD INSPECTORS THAT NECESSP.RY!N ORDER TO ( WITH ALL APPUCARJA Q01ft 2" x 4" top plate base -board 12 4 SLOPE SCALE: 1/4" = 1'-0" 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' aide laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaed 6co.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST 1/2" drywall ceiling on truss bottoRmEaTAi6ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 1/2" drywall on 2" x 4" studs at 1C o.c. 2" x 4" P.T. bottom plate SCANNED BY St Lucie County ST. LUCT/7U9 gUI9LD? 1SION REVIEWED FOR CO P NCE REVIEWED BY DATE PLANS AND PER IT MLIT BE KEPT ON )OB SITE OR NO INSPECTION(S) WILL BE MADE \ 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition /__� nts 5/8" thick x 8"w cut 'coral finished stucco bands FILE CC, 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" 5/8" thick x 8"W cut coral finished stucco bands Finish Columns with 5/8" thick cut coral Finished stucco bands 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: 165 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4:12 Internal Pressure C0-Wilcient: ±0.18 rr,rIOP Subjectability to damage from: Weathering. Negligible Termites:Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x O.6 = 0.124 ASD design ITCH Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.6DL+0.6111L Components it Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 oaf Roof Zone: 2. +20.6/-51.0 pat Roof Zone: 3. +20.6/-84.0 oaf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 oaf Q = Roof Zone I Wall Zone: 5. +35.8/-41.8 pet Walls Zone 4 Components It Cladding Wind'Pressure (NET) on Garage Door: +32.0/-40.3 pet Shear Walls Considered for Structure? Yes ® = Roof Zone 2 Continuous Load Path Provided? Yes Walls Zone 5 Are Components an Cladding Detmr Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X By Teat: psi This Building Shall Have the Following; = Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD. 31 oaf ROOF DEAD LOAD: 10 oaf FLOOR LIVE LOAD: 45 pst FLOOR DEAD LOAD: 10 of JOB ADDRESS: 13S Calle De Lacaos I have reviewed the above and approved it by my seal below. ( Architect or Engineer Record ) FLOOR FLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" CRASH POST DETAIL N.T.S. I. Contractor to verify ALL notes and dimensions prior to ste 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 bolts into slab (3/8"t 50 ksl steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have 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. 0 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 ° 2y," 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. ° ° 2%2 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. %2' 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. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R 02.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant 1" 6" P.T. Buck to Masonry Beam x flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block wth nailed case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior tc door attachmen with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C719, C415, C514, C630, C931 C940, C1002, C1041,C11-11, C1178, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for of dr wall Into Spacing installation Nails Screws Maximum wood framing mem ers 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/94" head OR 0.098" diameter x 1 114" long annular -ringed or 5d cooler nail �2 OR Walls Either 16" all 161, 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Ggpsum board nail 0.08C dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 11, 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 o.092" dia. xR 1 1/8" long with Walls Either 16" 8' 16" Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/44" head. Install SGD thru buck into p O O block with 3/I6" 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 Head fixed door Use 3/14" tap -con with sliding door 1 1/2" penetration at 6" o.c, max. from each corner and 20" o.c, maxi thereafter at sill per product a proI/al 19, ALL ceramic tile surfaces installed shall conform to ASTM "A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W, manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor —ceiling assemblies, roof —ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyingg 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 4IIL51.12 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 Af5TM D ltype 2) 30 lb felt underlagment installed with min. 4' side laps and 0 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 with (10) IOd x 1 1/2' nails ( 24" o.c.) supporting Max. IBIOIba. uplift is 4 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip -�-0 �R-30 blown fiberglass Edge t Fascia in bottom chord of trusses 1/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (U #5 bar cont. in each row. substitute Kaycan full o vent vm9l soffit installed precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings using 1/8" dia shank x 15" long gals. roofing nails with 3/8" dia. head per product approval -see chart sheet al 1/2" drggwall over 1" x furringg strips of 16" o.c. with R4.1 frfoll —insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. stucco on typical concrete block construction Mortar to be Type M" oney proportioned per FBC R601.1 and Mortar Jonts 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 (l) #5 bar Vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR 6"xV 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade * I ,IIIIIIII IIIIIII—III III � .. ' III I ��1III IIII,,, IIII Ilil, TYfi f CAL SEC AR III IIIIi��IIIIIY" 14" x 14" Concrete footing with (2) #1 bars cont. and #5 Tf O N transversal bars at 48" o.c. Scale : 1/2" = 1'-0" AREA Living A/C Front Porch Rear Porch Garage CALCULATIONS = 1446 = 141 = 200 = 321 sq. ft. sq. ft. sq. ft. sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2" VTR JAL I I I 21' VTR JIL Mastery/� Bath 1 Lev. I 2• Lev. 1 2" VTR Shur.To NC'o' Septic PLUMBING RISER 1" x 6" F.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with Sliding D OOr D e t a l l I penetration at 6" ." max. fromom each corner and 20." o.c. max At Masonry Wall NTS thereafter at Jambs per product approval Jamb Window Schedule Mark Slfe Rou h Open. Window Description PRESSURE ZONE I. 4'-5:e" 5'-3 %8" 543'8"x 63%4" Single Hung ZONE 4 2, 6'-2Ye" 5'-3 %' 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21%2'x 38%8" Single Hung ZONE 4 4. 4'-5%e" 4'-2%e" 54%"x 54Ye" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL wind ws to withstand pressures in permit info box on sheet 1 ALL windows in bathrooms to be tempered All rough ',opening dimensions to be verified by contractor with manufacturer s specs prior to construction 14'-O" EGRESS 12'- 8" N MASTER BEDROOM �� 8'-O" A.F.F. 11N Flat Ceiling O T N ff_ (L I s Lu O N O Van Dryer D through wall I O Rod t'IShelf 8'-6" .12" ��` UDED.ON TM "A1111N'r "12" x 12" Concrete column block filled with concrete and Provide screen Inflll below (2) 41 bars Vert. tied Into beams and between columns lintels above p O i Covered Porch o L'-O" 6' 4" I Vanity toye I s 34y2„h19I (P) CLO E O r I _ J Rod t Shelf e" I KITCI-IE� I O � — i N IRV Flat Ceiling O Upper cabinets to extend over Ref. v I rIlh8'-O'1 t019'-8" A.F.F. qkj Vaulteld Ceiling GREIAT ROM 19'-8" I > I i I N 2" x C knee -wall 8'-0" to 9'-8" A.F.F. below counter top Vaulted Ceiling DINING F; ROOM oe Fo Vanity to be 1 34 %2„high 0 wgh wan 4'-1" rll 1 - rkk8'-C" A.F.F. qV Fiat Ceiling II'-6" SECOND BEDROOMN F\ O„ EGRESS ❑ 0 0 ro00 O COVERED 12" x 12" concrete olumn block felled D O o rSchedule � I 4' I O R C with concrete and (2) 1 bars vert. tie O I I into lintels bove I 6' 2" 0 I Ln N I m I N O FMb i r ILI 1-t I 22" x 54" 11" -S I LU in Provide auto I Attic Acces 3 O 0 closer with light I J 1 L _ 4" cO Steel Ballard 22" Q_ - See detail on this sheet 3 Meter 150 panel Amp m e GARAGE E EGRESSY _m 0 O '-4" A.F.F. OO MT G Flat Ceiling O r� Or-----------------� Block wall in v garsto be i struckge block i T I I Mark SI ie Rough Opening Door Description PRESSURE ZONE ; ® I O A 9'-0" 1'-01, 108'. x 84" Overhead Garage Door ZONE 4 100 9'-O" OO 00 3'-5" 2'-8" 2'-g" B 3'-O" 6'-8" 41 %,"x 83%4" Fiberglass Panel -Inswing ZONE 4 C 6'-0" �C 6'-8" 14" x 81 %2" ;�°;�;;t°° Sliding Glass Door ZONE 4 D 2'-0" L'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2" install windows block with 3/IL"" buck Into t tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and sill per product approval E T-4" 6'-8" Solid Core - Wood - 6-Panel F 5'-o" ?C 6'-8" Solid Core - Wood - (.-Panel - Bi-Fold G 2'-8" xl 6'-8" x 1 %4' Solid Core Wood, Steel, or Masonite Door H 2'-8" 6'-8" Solid Core - Wood - 6-Panel J 2'-6" 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" 6'-e" Solid Core -Wood - 6-Panel - BI-Fold of wall Buck to be I" x 4" PT Varies Exterior face of wa11 ALL box Exterior on Sheet doors 41 to Withstand pressures stated in permit info GARAGE C OOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL I HEE WITHSTAND THE PRESSURES STATED IN PERMIT NFO BOX ON S T #I I x4 P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER, AND All rough openmci dimensions t0 be verified by contractor Detail at wlndOWS prior to window attachment BILL BLOCK PRIOR TO BUCK Deta'„ .., INSTALL T O 4'-2" 5'-4" 9'-C 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 with manU acturer s specs prior to construction Braden t Braden AIA, PA w nine NTS Building Corp' A " Date Drawn : Revisions Architects - Planners E GARAGE 12-1-11 411 S.E. Coconut Avenue The Grand Carlton Drawn Icy: Tel : (1�2) 28�-8258 C.C.Lill. Fax : E—mail: (112) 28-1-8283 bradenaia8comcast.net Spanish St. Lucie Lakes County Florida 135 Calla De Lagos Checked by: Stuart_ FL S499L 1sAAC000032 D.R.B. 9, ws thru jamb into buck and 15" o.c. max and attachment NTS Sheet Comm # 2, 17-21� OF 5 r F4 STRUCTURAL MOTES. I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10- DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 47 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY =.ER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C' 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t 4 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 12 ,ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL BE BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5- LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 6- TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 1 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 I� FCLAD�470N FLAN MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GFRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LU IBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUT ERN 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 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'-11" Wide. Provide (2) filled cells on each side of openings from 6'-O" to 9 '-11" 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 8. ALL Reinforcing steel Shall be grade 60, meeting ASTM A-16 and A-35 SpeclflcatlOnS. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 45 bar Vert. w/ 30" overlap SEE TYPICAL at each filled cell /SECTIONS 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade it I I— =IIII III IIII— 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. I / TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan 0" 1(2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1' O" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Verify house slab height in field Top of Tooter I6" below finished floor 30" COLUMN FOOTINi DETAIL SCALE 1/2" = I'-O" Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE 4" concrete 6"x6" 410/10 U clean comoai SCALE: 1/4" = I'—O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, 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. with fibermesh OR on 10 mil Visqueen over termite treated fill PORCH SLAB EDGE DETAIL #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. 45 bar in curb \ � E ; -,,SEE TYPICAL �ECTIONS 4" concrete sit 6"x6" 410/10 WWI clean compacte F.F. Agh 1/2" = I'- with fibermesh OR on 10 mil Visqueen over termite treated fill =III =IIII= 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" �j GARAGE CURB DETAIII SCALE 2" x 6" PT wood secured with \ 3/8"dia, x 6" anchor bolt at IS" o.c. overhead door track secured to wood jamb per malufacturer's product approval Garage Door Jamb Detail I — GARAGE DOOR TO WITHSTAND FRESSUREtS STATED IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. IN 15 Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O Sincle Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Columr NTS UU U co aQ `V- a °. O v 14'-O" 20'-0" 10'-0" EO i t i 11 i 1 EE EE ------ __ ° T r---- - --------I---- —I I — — F4 F4 I �I O Filled cell under I FI girder above 24" I cn I o Rear Patio/Slab r- I O r to be poured separate O I from the house slab. N�/l m ,E I Thicken footing to 24% x 14"d x 24"l I k I FI under filled cell I E a under girder bearing. LDO E I Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1/2" I I I I 32'-8" --———— — — — — -- FI I I I� I I� I I� FI I I I, H.B. I I I D 4" concrete slab with fiber esh OR 6"x6" #10/10 WWM on 6 mil V squeen over clean compacted termite tr ated fill I FI I E Ic ,I �- E I I ° I FI Q:J O o E H.B I❑ F _ O O °_ A/C n FI 4"� Steel Ballard 7 �I oldF5 N u filled w/ Concrete 0 `"oo`~ I I�IQ�1 to Nov I I L--� I EaN I �E� I I lE EEC I isto I° O\\ l E O N `u0 o LID CL O F4 x O VIL_ F5 Recess for _ _ _ _ n r F4 r l l Garage Door 3'-5" 9'-0" 3'-5" — — —4 — — — — — — — — F F ' 12" x 12" concrete column block filled6 with concrete and (2) #1 bars vert. ti into lintels above FOOTING SCHEDULE Size Description FI 14"W x 14"0 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS tMark 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8" p THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" With Curb at Garage Braden It Braden ,AIA, FA Architects - Planners -4I1 S.E. Coconut Avenue Tel : („2) 281-8258 Fax : (112) 287-8283 E-mail: bradenaiaOcomcast.net Stuart, FL 349% #AAC000032 W nne Building p Cor . The Grand Carlton GARAGE LEFT 135 Calle De Lagos Data Drawn 12-1-11 01awn by: C.C-U- Checked by: D R E3 Revisions Sheet 3, OF 5 Comm # Spanish Lakes St. Lucie County Florida 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 PI wood 4. Use nails or screws bas d on pressure for root stated in permit info box on t�ese plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I (" 6" 8d ring shank 45 psf Zone 2 4" 6" 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 Column to Lintel 12"x 12" lumn Block �#1 Rebar in. overlap �ttachm�nt NTS Provide #5 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel. Provide Cost -Crete 8UB-OB/OT precast lintel set in mortar — Min. 8" Bearing Provide #5 bar set in pre -cast lintel into beam where length of the opining calls for it. ovide PT Buck :ached per jamb ails into filled c 4" Pre -cast Sill % Filled Cell Provide #5 bars with min, 48 bar diameters overlap in Filled cell. Tie filled cell steel into continuous footer steel. CBS WALL I Scale: 1/2" = 1'-0" PLY REAR GIRDER TRUSS 2" x 4" blocking to vert. leg of with IOd x 1.5' nails at 4" o.c. II Simpson MGT into wall usin die. threaded rod set min. &.1 wet beam and (22) Tod nails into truss 31LOCKiNG DETAIL )I,ER STRAPPING TER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 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 411451.12 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 Additional Precast Lintel iia ii ii 4 5 barn Lintel Bar Clear A B ry Length Length Span Bars Bars 1 1 I I 2'-10" 2'-8" 1'-6" 2 U3 none 1 3'-6" 3'-4" 2'-2" 2 33 none 8F8-OB/IT 8FB-IB/IT 8F8-IB/2T Additional 4'-O" 3'-10" 2'=8" 2,43 none tt5 bars CLEAT ^%Y?".t "'i!;` 4'-6" 4'-4" 3'=2" 2,#3 none One Row of "H" Block Above 5' 4" 5'-2" 4'-0" 2.#3 none ;p1 5'-10" 5'-8" 4'=6" 2,44 none Precast Lintel Additional "''' i none #5 bars 8FI4-6/I1" BFIL-IB/2T 0 2,45 none NOTES: I. min. coverage of steel=1.5" 2. min, bearing required m ea. end=8" ALL reinforcing steel is grade 60. 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDu Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel Size Top Steel SIz L22 2'-2" V-L" 8FB-OBAT I #! L31 2'-6" 2'-8" 4'-0" 8F8-OBAT #E L45 4'-5" 5'-10" 8FB-OBAT #E L50 5'-0" L'-L" BPS-OBAT I #E LLO 4'-8" T-V 8F8-OB/IT I #! LBO 8'-0" 9'-4" 8F8-IB/2T 1 #5 2 #E L90 9'-0" 10'-L" 8F8-IB/2T 1 #5 2 #E L90B 9'-0" 10'-6" BFIL-IB/2T ONE 1 #5 2 #E LI00 10'-0" 1 II'-4" 811128-8/21' 1 45 2 #E LI00B 10'-0" ll'-4" 8FIL-IB/2T ONE 1 #5 2 #E LI20 12'-O" 13'-4" 8F8-IB/2T I #5 2 #E L120B 12'-0" 13'-4" 8FI4-IB/2T ONE 1 #5 2 #E L140 14'-O" 15'-4" 8FI4-8/21' ONE 1 #5 2 #E LILO IL'-O" I-l'-4" 8F8-iB/2T 1 #5 2 #E LILOB IL'-0" IT-4" 8FIL-IB/2T ONE 1 #5 2 #E - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CO' - REFER TO CAST-CRETE CATALOG FOR ALL INFORM LINTEL CONSTRUCTION, HANDLING INFORMATION, AND REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSE 12 Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101ba. a lift Aluminum Drip Edge t Fascia Flash and Counter Flash Nail ledger to gable end truss With (2) IOd is at each web Aluminum Drip /' Edge t Fascia 12" 2" x L" Sub—Fascl 1/2" thic stucco on 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 Kaycan full o vent vinyl soffit installed using 1/8' die shank x 15" long gals. roofing nails with 3/8" dia. head per product approval — see chart sheet #1 5/8" thick light textured 12" x 12" concrete column block filled with concrete and (2) tt 1 bars vert. tied stucco on typical concrete block construction - p Varies see Ian 45 bar vert, w/ into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous 30" overlap at each filled cell BEYOND Rear Patio/Slab to be flush with bottom of sliding door recess. Top of footer 14" below finished floor Step per foundation plan Sloe per Foundation pan `r Poured Car concrete b Poured Concrete concrete block u Concrete f Manufacture chore Per Specs Iax. Flush Mounted Shutter Detail Aluminum Panel Sizes per manufacturer — See Tyeical Stud Detail Va" x 3/32" Wing Nut w/ appropriate washer and spacing `w per manufacturer's Details Ot3" — 091' c' m C I Stud Detail Stud w/ Die Cast Zinc NTs Nickel Plated Wing Nut i/1° nits 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-ENGINEERf-:D WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer ) is N 3 L i-r X � r L r Oto rn N � d f'o y! sA L o u a d L N1O U dO Ems_ °D O NUN � QL L W E Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottom — of top chords using (2) IOd nails at each truss a T yR-30 blown fiberglass ° in bottom chord of trusses o I � -1/2' drywall with smooth finish o Two rows of beam block filled with concrete .and (1) tt5 bar cont. in each row. Substitute u precast lintel filled with concrete and (U 45 bar cost. for bottom row over openings m 1/2" drywall over I" x furringg Pi N strips at 16" o.c. with R4.1 -foil -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 R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex, showers, tubs etc...) FIII cell with concrete and (1) #5 bar vert. (typicaU. R O O f -Max. spacing shall not exceed 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) 10d 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 LLO L90 L90 BI BI BI 0 I BI (V BI L90 LLO:.:. W 12NZ /////I :f-v L //E3] L45 r, I U 11 2" BI I I I 6-n 2 ° LOP IW � LO BI r. LD I <v iO L U I I W E L31 B I �7 W L45 = + W~� -- ---- e--— ----- I Gulf Coast Su I nd MFG 5v Crimp Metal roofincl FL 411451.12 © woo screws with s If sealing washer at 12" O.C. max spacing over ASTM D (tgN efastened Iwithel installed laps and L orroseon resetantaishand with 126"n shank Walend eck toIie trusses -us; g attachment detai on this sheet " BI ttic ccees with light 4 FSLOPE L - - - - -� I Qp 8'-O" MAX. I T ) pPolNd 1 I BI O (2) RU SE 1 z 1 I C L31 BI I I I 1 1 us I I 1 1 1 I I I I I I 1 BI L45 BI BI BI w BI ( rrica imps e a HET hor t e truss . N ( 2 cl sup orti X. 188 lbs, uplift BI BI BI L908 LLO LI00 ... F L ; N O in is X L to s O to A o a a L d) ui U .� O as U us o0 E _ 00 cn io V- �ci L s FILE CuIlry�f 48" unless otherwise noted Wood see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET Base spacing at openings 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"xC 410/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. _ _ =IIII=IIII IIII— — ALL TRUSS TO TRUSS CONNECTIONS BY •' �� IIII1 I I I =III 1=IIII1 I I I IIII IIII— l i l l i �— '=IIII—I I I l i, l l l lIIII=IIII—III —IIII A l i �- _• =IIII= 14' FI = 111 ii 3 T_ apical Section at Front Forch u " Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 349% 1*AAC000032 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 Wgrne Building Corp. Date Drawn. ReV1810n8 : Sheet Comm # 12-1-i1 The Grand Carlton CLEFT E Drawn C.C.U..C.1[ . 17-21� 13� Celle Spanish Lakes Checked by: St. Lucie County Florida De Lagos D R B. OF 5 PATIO/SLAB PANEL "A" circ# Description Wire Load BR Poles 2 AHU #lo 3.5 kw 30 2 4 Poles BR Load Wire Description Dirt# 2 40 1.0 kw #8 A/C comp 1 3 2 30 4.5 kw #lo 40 gal. water HTR 5 4 Range #G 12.0 kw 50 2 8 1 20 1.8 kw #12 Pump 9 10 Dryer #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 11 Dishwasher 412 1.2 kw 20 1 1 20 1.5 kw #12 Microwave i5 It. Refrigerator 412 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts 412 20 I 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 #12 20 I 1 20 1.92 kw #12 2l 28 Recepts #12 20 I 1 20 #12 General Lighting 29 30 Recepts #12 20 I 1 20 #12 General Lighting 31 32 Recepts 412 20 I 1 20 912 General Lighting 33 34 Exterior GFCI #12 20 1 I 20 912 General Lighting 35 34 Bathroom GFI #12 20 1 1 20 912 Smoke Detectors 31 38 General Lighting #12 1 I 20 912 Bathroom GFI 39 40 General Lighting 412 E20 I 5 are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General.Light ng .(3. watts. sq. ft.) Small. A,pphance..C.lrcu{t(s),,,,, ,,,,,,,,,,,,,,,,,, Range Refrigerator . Microwave..................................................... Dish _ Washer .................................................. Clothes ............................................... Clothes„Dryer Water Heater . . .. .. . .. .. . Water Pump. .............. .. .. Garage, Poor ,Opener .. ....... .. .... .................... 1135 5,205 2 _3 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 1 5,000 5,000 I 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 ®40% 1 O 10,%4 Electric Heat or A/C 10,000 945% l 10,000 10,000 Calculated Load Watts 30,944 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 S3 Double Pole Switch ® Eyeball Recessed Exhaust Fan P6 Push Button Switch Duplex Outlet AA Y Ceiling Mounted Light Special Receptacle Cl­- Wall Mounted Light Waterproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack -cm- 1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel Electrical Meter Ceiling fan A/C Disconnect ® Central Vac E:3i aQ Smoke Detector ©v Television Jack 0 Telephone Jack mist ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up Intercom 143 CFM IOxlOx4 III I MASTER BEDROOM 143 CFM IOxloxL 12xl2x9 8/A I L----- ------ a I B/Ax9 CLOSE 391 3 CFM Vent-thhru ____r Soffit ATH PATIO/SLAB 1 G E,1 A T ROOM If CFM Center Registers 1010 I on ceiling fan IOxioxI169 M l� --- 1211 \ 1 `\ `♦ o° I ° . DINING ROOM Box 153 CFM 12x12x1 I I F rll:u�° ° H.B. 80F x4x4I� I I FM vent thru ?A� ex 4-- -.._0 ,4 T H - - - O - - 20x2O T I I I- #I _____ ui� I r 22" x 54" I�" I IIL" Attic Access ? 1 with light 2 O I L - - - -- J Q 1 232 CFM IL - 12XLxI Meter 150 APanemp GARAGE r ----------------- iI I I I I I I I I I I I I I I I I I I I I I I I I COVERED PORCH = JUNCTION BOX TO SUPPORT A FAN � E C C "� � � -'� C T O = THERMOSTAT LOCATION I I i"'t I �l I 1 1 I lsl B/A = BALANCED AIR SC LE: I/�" = I'-O" Electric Notes: I. 2. Use copper wire ono aluminum. Provide and wire Alall required smoke detectors. 11. It is not the intent of these plans to showevery minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish all items for a complete electrical system and install and provide all 4. service and provider. ALL fans shall be on a rheostat_ the requirements necessary for the equipment to be placed in 5. paddle 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 ordina' ces, 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. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMlL02 19. The electrical system shall be completely and effectively 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC rounded as required b g q y the latest editio 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 full operative. 13. 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. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called f r on the plans against the public liability and property damage for the or as selected bg others. duration of the work. IL. 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 di ameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other se vice. 11 year from closing sale of house. Correction of defects shall be completed withouf 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 SECOND BEDROOM i jLI 12xl2x8 -1 B/A A/C disc. LI-1 150 42/0 Aluminum feed AMP 1 '/a' Conduit �� PANEL 2" PVC ( FPL 2" rigid service FPL I Bn AS #eont�Pebar i m 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 Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart_ FL 3499E #AAC000032 PATIO/SLAB Ll ,'Covered Porch`\ MASTER BEDROOM WP GFCI . IF , I / T ry ri �Cj TV - - - - Smoke / Carbon G R AT Monoxide Detector R OM Combo mn L 121 s c I GFCI CS N N � I Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GF Install owleArLD under disc.not shown� clarity Q AiC Meter I �I IL" TV CLOSE I = 9-- I II E GFCI I II J I GFCI DINING - \ ROOM \ 1_ FC O FAN FM KITCHEN I I I L - S.pioke / Carbon - -�� Monoxide Detector Combo � CHIMES F ° � N 50 CFM 3- F N GF GFCI I 42" GFCI / `S - - - - - - - ? Cents r Il" _ Attic Access O \ \ \ L with light I J t �q' f� L SECOND 150anel R 1` Optional BEDROOM \ panel location ® / S T V \ \ Pull chain \ \ light in attic \ S 42" GFCI \ GAR/4GE . PB Garage / Door / Opener r-----------------� / I I I I WP GFCI I I I ri 'CP°-l?R-C H r ELECTPL:aN SCALE: 1/4" = I'-0" Post Light with"- " o Attic Vertinq Calculations FBC 230911 Total Attic Space = 212,4 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required Frovide A Continuous Vented Soffit Wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Photo cell c w� Date Drawn Revisions 12-1-11 GARAGE G Drawn by: LEFT 135 Calls C"C"u" De Lagos Checked by: D.fR.S. H.B. Exhaust Duct �Thru Soffit Wre For Front Post Light FILE C0110 r Sheet Comm # E -1 OF 5