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HomeMy WebLinkAboutBuilding Plans5 =RECEIVED Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L In. 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 V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this &heat =RECEIVED Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L In. 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 V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this &heat lC 12 stucco ontypc al concrete 4 SLOPE block construction 12" . O.H. COVERED PORCH Finish Columns with 5/8" thick x III cut 5oral finished stucco bands /8" thick cut coral finished stucco bands LEFT ELEVATION I RIGHT ELEVATION 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 #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlayment installed with min. 4 side tape and V 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 IN 12 SLOPE 14 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L 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 Pelt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced L� oca at -all lap._!nd two�staggeredtrowL 12« o.c. in field. Attach 5/8" thick x 8"w cut stucco on tgpllcal concrete coral finished stucco bands block construction REAR ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II1.51.12 26 pa. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wooQ 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 L' end laps fastened with corrosion resistant tin caps and with 1. 5" ring shank nails s aced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach eck to trusses using attachment detail on this sheet 12" 12" •., .. EGRES PER D O.H. H• 14 C?O" Finished Fl -=--------� - -_ �--� - —----- - - - --- \� r 5/8" thick light textured stucco on typical col 1 h 5/8" thick x 811w cut * I block construction coral finished stucco bands FRONT T ELEVATION SCALE: 1/4' - I'-O' Product Approval Submittal Affidavit Opening SolisnrYca1s BwLE Decree Osahaad Doors. 8111dins Doors, windows & 8)gHOU �Wation Nowt. Product l Manufacturer Glees Attachment method Dabs Design Pressure 1.2,3 44 FL# 239.3 Single Hung SH—l00 Impact PGT 5/1V 1/4' 4a topsoils a/ nin. 113/e• ratro io msi eW`di%'=c"aa speedied m Prat approval ° to ± 80.0 PSF A 16-0330.02 Overhead Garage Door g Model 824/811 G'—O• max. ed1tirt g DAB "r.rt;a a "a,Hft c a s a .e. S+ "�" - `"'� L. am.espr.aze'a"i-'"'sl 10-9-21 + 50.0/-LO.0 psf .m.- B FL# ILLl4.l Fiberglass SmooDesigth Pro/ Jeld—Wen Elco 114• dia. toppcon with ran 1.25" embedment at 3' max from corners and 11.5" o.c. max thereafter in head and jambs. + 50.0 PSF C FL# 251.5 Sliding Glass Door Series "110 SGD PGT 1" mom Type GSA I/4• $a. topco�ra a/ min. 1 3/4• rrocra to pa apace ps; pr uct approval 1& r%ttat�iall a here to aim. 2 V1 edge drstances speehed m Product approval + LO.O PSF Product NNE Model / Manufacturer Attachment Method X**sitian Date DesignP�aesas� of Approved Tarts Mullions FL# 2LI.1 1' x 2 3/4' x .3150 PGT Installper fastener type and spacings shown in Table IA and US in product approval on sheet 5 of 22, + 58.0 PSF Roof FL# 11151.12 6V crimp Metal RooPin g Gulf and Coast Supply manufacturing ZL ge. 5v crimp metal roofing attached to plywood deck arms a9 x 1.5' rood screws with sett sealing rasher at 12" o.c. max resting over ASTM D (type 2) 3o lb rah underlayment installed with nn. 4 side I" and To and bps reatoned with corromon resistant tin caps and with 1.25' ring shank nails ed L' oc, at all laps and taro staggered rest 12 ". in held Attach to trusses ueng attachment detail -on on rod plan — 108.5 PSF Siding Stucco an Block Soffit FL# 12198.3 Model T4 12" vented Vinul Soffit Kaycan Install using 2" x 20 battens at L" o.c. screwed to soffit framing usin #8 x 3' wood &creme at each trues. Install soffit to battens using +55.0/-35.0 PSF Hurric a I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 2" x 4" top plate base -board 1/2' drywall ceiling on trues bottom cord I/2" drywall on 2" x 4" studs at IL" o.c. 2" x 4' P.T. bottom plate \ 4" concrete slab with fibermesh OR VW #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition ntS Braden 1- den � ,. A. Winne Building Corp. fig& R ` 411 S.E. Coconut Avenue T I D O Tel (112) 281-8258 -- Fax : (112) 281-8283 5 Lakes-5tuart. E—marl: bradenaiaecomcast.net , Lunishcie 5 Lucie I r!ty Florida FL 34994 It AC0000 2 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 Pelt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. dges in field and ewith M ring shank galvanized nails into truss webbing. e'-I" BEARIhJQ A. r Nuffigiawd SCALE: 1/4' - 1'-0' ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Readentiat: Lth Edition and ASCE 1-10 for Wind Loading Buildwilt Design is: Enclosed Risk Category. II Wind Velocity: IL5 mph ultimate Meei Root Height: II11'—OO. Roof Pitch: 4.12 Internal Pressure ant: *O_ls Subjectability to damage from: Weathering: Negligible Termites: Vera Heave Width of Root End Zone.--,V-4' Wind Speed: IL5 mph ultimate Wind Exposure Classdication: C 1.21 x O.L = 0.12L Adjustment factor for Exposiee Height: ASD demon Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.IPWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 Pa.? Roof Zone: 2. +20.L/-51.0 s Roof Zone: 3.+20.6/-84.00 Components t Cladding Wall End Zone Width: Components t Cladding Wind Pressure (NET) Wall Zane.is. 4.5.+35:8/-4'81-1 paf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pot Shear Walls, Considered for Structure? Yes Continuous Load Path Provided? YYeeaa Are Components an Cladding De1:T Provided? Yes Minimum Sal Seenna Pressure: 2.600 tie. Presumetitve: X Bu Test: efa ROOF LIVE LOAD: Al pot ROOF DEAD LOAD: 10 pot JOB ADDRESS: Model: Date Drawn Revisions 1� REAR 3-28-18 5-23-18 Garage floor slope and Drawn bg: amoJ,Wl ete4gta��ision PORCH C.C.U. ED LEFT Checked bg: ;CODE COMPLIANCE 0.R.S. BOCC ® W - Rod Zone I alls Zone 4 Ell - Roof Zone 2 Wells Zone 5 END ZONE - Corner Zones ® Roof Zone 3 Sheet 1 1�-158B Impact FL0012 PLAN K4 � TYPICAL NOTES: SCALE 1/4" = 1'-0 " I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 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. ALL Concrete used for vertical filled cells, cont. tie beams etc., to b shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix m L. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. ALL Wood in contact with concrete shall be pressure treated. 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. II. Contractor to Provide a 2'-6" wide door at one bathroom for handicap accessibilitg 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 L" 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 14, Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gunsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 CgLO, C1002, C1041,C1111, C1118, C1218, C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5) Drywall Thicknow Location Orientation Framing Member Spacing Max spacing d fasteners Nail wvn bona for g cep installation or drywall into Maximum wood framing members 2' x min. thickness Nails Scraws Ceding Perpendicular 24" 1' 12' 13ga 13/8' long with 19/6.4' head 0.098' diameter x 1 1/4' long annular -ringed or 5d coder nail OR 0.080' dia. xx 1 5/8' long with Walla Direct 16ion a• 16' 15/0' head R Gypsum board nail 0.080 dia. x 15/8' with 9/32" head. Ceiling Perpendicular 24' 1' 12' 13ga 1 5/8" long with 19/L4" head 0.098' diameter x 1 3/8" long „ annular -ringed or 6d coder nod e 0.092" dia. xR 1 1/8' long with Walls Direct IL' 8' IL' ion 1/4' head OR Gypawn board nail 0.0915' dia. z 1 1/8' with 19/44' hand. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.L, A108.1, A118.1, A118.3, A13L.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 accompa%ing smoke � 84. developed index not to exceed 450 when tested in accordance with A Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26od a. 5v crimp metal roofing attached to pigwood deck using #9 x 1.5" woscrews 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 V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L O.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Recess top plate Vw x 3/8"d For steel sapport angle \ CRASH POST DETAIL ass detail °" this '''°et N.T_S. C 36" high by 4" diameter steel crash post. Floor Steel countertop support aught Flange with 4 - 3/8" Install V from each end arld expansion bolts Into one in center of counter. slab (3/8"t 50 ksi steel plate) 8Qe anghr detail b" 1/2' drywall _._._� 0 4„ � KITCHEN ISLAND FRAMING DETAIL MASTER �1I 00 2•I ,de BATH �00 I �.3e`y i 2•I 1 LAW I KITCHEN K�� le I 2' LAUNDRY 2• 3 1 I I 12. I I I iJty 2• 2• LAY-1 yl I I 2' aNaR-I 3" 2' • WC-1 I _�� BATH #2 SANITARY RISER "to Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%"x 4'-6 %" 54Wx 54Ya" Single Hung ZONE 4 2" V-2jVx 5'-3 %a" 15' x 43 W, Single Hong ZONE 4 3. 2'-2' x 3'-2h" 21%2"x 38%' 111110111111110 Hull ZONE 4 4. 3'-1' x 5'-3 ia' 38' x L3'/," Slrigle Hang ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer a specs prior to construction on sheet I Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0' X T'-O' lob' x 84" Overhead Gm'agw Door ZONE 4 B 3'-0' X 6'-8' 4ri4" x 83N, nel - ZONE 4 G 6 6'-O' X '-8' 14' x 81 �2" 0 latua t5l;W51 Door ZONE 4 D 2'-O' X C-8' Solid Con - Wood - 6-Panel -SrFdd Finished 24' x 81 h" E T-V X L'-So Solid Core - Wood - 6-11'arcel in W-04 X 6'-8' Solid Core - Wood - 6-Fatal - Bi-leak! G 7-8' x V-8' x 1 N' Solid Care Wood, Steel, or Masomite Dom H 2'-8' X V-8' Solid Core - Wood - 6-Parcel d 2'-6" X 6'-ir 1 Sold Coe - Wood - 6-Parcel - Bi-Fold ALL Exterior doors to withstand pressures stated box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opemny dimenmOno to be verified by contractor with manufacturer a space prior to construction in permit info AND SHALL ON SHEET #1 Simpson HETA 20 or equal hurricane anchor at each truss 12 Masonry Beam with (10) IOd x 1 1/2 nails I' x V P.T. Buck nailed to ( 24' o.c.) supportmg Max 41 PRE-ENGINEERED TRUSSES 18101ba. upldt at r 24 o.c. TYPICAL prick totdocorraattechmend nails (shop drawings bg manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge t Fascia in bottom chord of trusses 1/2' drgwall with smooth finish 2" x V Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kascan full o vrnt vinlll soffit installed precast lintel filled with concrete and (1) #5 using 1/8' die shank x 1.5' laig gals, bar cant. For bottom row over opening° roofing nails with 3/8" dia head par product approval - we chart ahrat #1 1/2" drywall over I' x furringg atrtpa at 14" o.c. with R4.1 frfal insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on tgpical concrete and °hall meet all pertaining ASTM codes. block construction W Mortar to be Tgpe "M" only, proportioned per FBC RLO1.1 and Mortar Jonts shall comply with FBC R401.2.1. 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 call (l) #5 bar vert. (tgpical). 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 VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fig Grade III 4 I- =1111 � II III II �� IIII - III to footm I xl 4 4 contra r with (2) #5 bars cunt. andg #5 transverse bars at 48" o.c. TYFICAL SECTION Scale : 1/2" = 1'-O" Attach buck to block wall with 1/4" dia. Eko cone screws with min. 1 1/4' penetration at 12' oc. max and 4" max from each corner thru Exterior race 2' x V PT Back ilgmg inn #8 weed across thru job into book Detail at Door p eatk lane and sm ac. .ink and Ha to door and I ment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND , SILL BLOCK PRIOR TO BUCK INSTALLATION O r= Install wmdome thru back into block with 3/16' tap -can with 11/2' penetration at i ace. max rrom each corner and 20.' oc. max thereafter et be and 20' o.c. max Extenor race e< hwd and r9 par product approval of was Busk to be I' x 4' PT (3 I I'x4' P.T. Buck nailed to lock with teas hardened pads Detail at Windows prior to window attachment NTS 12" Verify attachment hole location with GC prior to fabrication /e" thick L„ steel bracket COUNTER TOP BRACKET DETAIL Install SGD thru buck into block with 3/I0 tap -con with 1 1/2" penetration at L" o.c. max from each toner and 20." o.c. max thereafter at head per product approval Use 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at mil per product approval I" x V P.T. Buck nailed to block with case hardened nails 3Trac Head prior to door attachment fixed doorsliding door MasonryWall!rBottom Typical Flooring Sill Install SGD thru buck into block with 3/IL" tap -con with S I i d 1 n g Door 1 1/2' penetration at 6" o.c, max. Detail from each corner and 20." o.c. max thereafter at jambs per product approvalJamb At Masonry Wall NTS Counter top - verdg tgpe with contractor 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above Saw cabinet k+ 2' x 8' wood studs at IV o.c. 2" x 8' PT wood plate a - I in M V T.. r-/A I Iv/ zjLA0 35' O" 8'-10Y2" 12 8' -id Y2" 2 I� °° � EGRESS Filled cell under girder above I � PORCH ° WIRE LATH E STUCCO CEILING 19'-9" - o N 0 m hD [IR I I I 8'-0" to 9'- " A.F.F. Vaulte Ceiling GRE,A� ROOM I I i I I MASTER BEDROOM 8'-0" A.F.F. Flat Ceiling is =- 'Rod ! Shelf �----- 4„ 1,_3„ 4„ v1 r to J �I OSE� Rod t Sheif 0 31" WASHER DRYER 2" in LAUNDRY Vanity to be 34 Y2"high , O -L/ o-j -o n.r.r. V N W V/ I I nW Vaulted Ceiling I 0 DINING ROOM I II 34Y2"hghVahitg to b 42" O 18" 3/8" tlack steel counter tops to T in counter top supports �0„ overhang wall 1.5 ;r I I 5'-3" �4"_+ 9'-5" counter t s to eq. eq. overhang wa 1.5" L„ ,n _ I LL DW i a a +41" high wall I " SECOND I - Io ITCIHEN I BEDROOM 8'-t O I _ 8'-O' A.F.F. VaultedCeding pper cabinets to o- Flat Ceding extend ove Ref. I I CR wAVa I NON V®NT F m `r v- R-n Data ,r,alaacian H. p 44 Steel Ballard Provide auto in THIRD �$sa detail on this sheet Closer k w� BEDROOM r----- >/ Attic Ass O 3 with relit I Q J I I L - - - - - 8'-O" A.F.F. = Flat Ceding Flat Ceding �4RAGE OfJ © 4� 4 m 12'-8" O lock wall in g rage to be OFlil MT11-11 r+ struck block ° 2'-8" ° EMERGENCY r - - - - - - - - - - - - - - - - EGRESS I I I I I I � I I - I I I iD I I I r-, Braden ! Braden AIA, PA marine Building Corp" Architects - Planners WiNDSOR Telel S.E. Coconut AvenueITHE (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net 5 anish Lakes S . Lucie Countg Florida R-a Betts Inwiation Provide auto 150 Amp rcloser Panel ------------------ �n IGOLP CART 'I I GARAGE a a W W w IL w a - I in Square Footage Breakdown Total A/C Space = 1153 eq. ft. Covered Porch Total = 212 eq. ft. Garage = 459 sq. ft. Total Cubic Pt = 14,024 under Roof Total = 2,484 eq. ft. Date Drawn Revisions : Sheet E AR 3-28-18 5-23-18 Garage floor slope and smoke detector revision PORCH Drawn by,: 2. LEFT c.c.u. Checked bg: D.R.B. OF 5 Comm # 15-168B impact 'D I ><UL.. I Uiq;;�YtI— I X U I E.— ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MiNIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FiLLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4.000 FBI GROUT MiX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MiX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATiON FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE iN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14, USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Ang changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should ang other conditions be encountered, the architect shall be notified in writing for revision 4. V erif g 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 up to 5'-I1" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-I1" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for ang other condition used. Foundation walls shall have filled cells at 2-f" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Surveg - Form Board Surveg to be provided to Truss Compang prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copg of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-14 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" SCALE: 1/4" = 1'-0" FOOTiNG SCHEDULE Mark am Descriptan I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 144D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x 10D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" 12"W X 16"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET SO" overlap EE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell fio ECTIONS one #5 bar continuous Vxb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 14" FI 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill M1I_i=j1' 14"w x 14"d concrete monolithic footing with (2) #5 bare cont. AlL 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill / #5 bar cant. Q Wq 10" (2) #5 bars cont. bottom steel 12" DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) 81 bars vert. tied into lintels above Top of rooter IL" below finished floor Verifg house slab height in field 30 LUMN FOOTING DETAIL SCALE 1/2" = I'- #5 bar vert. w/ 30" overlap at each filled cell Ad juat curb height based on gar. floor slope. #5 bar in curb \ go 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill IHI IIIIIII IIII- -IIII � — FI 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" 4" concrete slab with fibermesh OR 4"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 0" '(2) #5 bars cont. bottom steel // DETAIL AT 19" GARAGE STEPDOWN (o Ae ALI= 1/2" = i'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area Is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x V PT wood secured with \ 3/8"dia. x V anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column Single Filled Cell Column NTS NTS 12" x 12" concrete column block filled p -- with concrete and (2) #1 bars vert. teed I b Into lintels above 3S'-0 18'-10 Y," 1 8'-10 Y," m 10'-0" d) ® �` _ 4 t � ® � Filled cell under girder above 0 I _ I O r p Rear Porch Slab to p I - be poured separatelg O from House Slab. I w R a \ 5' -3" r------ Fl ----I I I I FI I 4„ I Thicken footingg to I 24"w x 14"d x 24"L under filled cell under girder bearing. r- ..1 - --I I I FI Rear (Patio/Slab to 4 Fi be flust with bottom of sliding door recess. I Slope I" I —i I I I I I I ° ° 4" ¢oncrete slab with fibermes OR ma. I 6"x6" �10/10 WWM on L mil Visq en over H.B. � U v h I cleah compacted termite treat fill ° F- `d) I I I IL ° F- I ' WASHER DRYER F� I I FI i I- °� I i o IFI I II I - I o I I° of I° I Iqn: I I '- o I I Dw; O IF_ I I o I I I ° I I 0(4"" /10 WWM ontL mdermesYlaque�Rover FI claoi compacted termite treated fill MICROWAVE I I NON -VENT RED ° H.B. orENmc ° I Q 3M CLEAR 2 I I I ° L/tl ° ��J- 4"lli S60e,ee Steel Ballard dated on this sheet 11r I I F_ r 2s" ,- 1 I 1 Attie Aces I>/ I I �- =1 I° I ul I I I I 0 5-23-18 I° I 5-23-18 - IL - I - g I Hoothe°rr aide gaff ease field venfg yap a o • o ° service laeatian I I ry I rJ 150 Amp 4, 8 p Panel I° °I I U1 ' o 1IL I � a— F- -i I UV c'-4" I 5-23-18 II 177171711 1.5" Recess for ° °I ° O °, .5" Recess for ° 00 arage Door is I Garage Door I I 5-23-18 2'-8" 9'_0" 2'-8" 6'-4" 9'-O" ME Braden 4 Braden AIAe PA lU nne Building P COr . Data Drawn Revisions : Sheet Architects - Planners — R R 3-28-18 5-23-I8 Garage floor slope and 411 S.E. Coconut Avenue Drawn by: smoke detector revision Tel : (112) 281-8258 THE W I N D S O R PORCH Fax : (112) 281-8283 LEFT E-mail: bradenaiaacomcast.net Spanish Lakes Checked bg: Stuart_ FL %49eiL ttaacnnf)t3%1 St. Lucie County Florida D.R.B. OF 5 Comm # 15-158B impact ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws bar d on ress re for roof stated in permit info box on these pans for zone 3 Provide #5 bars with min. 48 bar diameters overlap into boom. Tie filed call steel into continuous beam block steel. � Provide Cast -Crete T—i= Bus-OB/OT precast -[Inte- - -- Min. ' m mortar Min. 8' Bearing=1� PT 4' Pre-east "I. Sill I' I • i' Provide #5 bar act in pre -cast O O F FLAN Scale : 1/2" = I'-O" lintel into beam where length or the opening calls for it. — Overhangs at 1'-0" Unless otherwise noted On this sheet — Roof pitch at +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. o — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Pourad Filled Call — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction N Q Provide #5 bars with min. 48 bar W iameten overlap in filled cell. Tie filled call stool into continuous Tooter steel. Ke Area Ede Field Fastener Max . i 2 Zone I " 6" 8d ring shank 45 psf r Zone 2 4" 6" 8d ring shank fib pef ; Zone 3 8d ring shank 84 psf .�� J Conereta Footing _ ----� (see rooter schedule a ** Zone 3a 6" L" #8 wood screw 112.5 pat — j "" for exact sizes) ** Use Haile or s4rews based on pres$ure for r of stated DETAIL AT WINDOW OPENING IN p �' In permit info box on these plbns for zone CBS WALL Scale: I/2" = I'-O'° 03 < q a = a SINGLE PLY REAR GIRDER TRUSS u M goHad U O . " 10d E ttrwe with x L6 mails ai 4'�o e u fi Verify with Plan rV Concrete � 12"x 12" r n 5/80 Stepson MI into sail wing a�e i3 . Lintel Column Block enw•wet beaef lOd eiaik into eruw I: I Reber Rebar 48 Bar Dia. TRUSS BLOCKING DETAIL overlap AT GIRDER STRAPPING, C of u m n to L I n t e l Attachment AT CENTER BEARING POINT BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 85 bar BI continuous in each row. Hook vert. bar over top bar with 5 90a bend bar with a 10" min. lap at top bar. NITS 1/8" thick liigght textured stucco installed per ASTM C 92L over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tape 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast supplg and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood scream with &elf sealing washer at 12' o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails n spaced 6'I 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 recast Lintel #6 bars ,Intel Bar Clear A B � Length Length Span Bars Bars 1 i 'r; j i i � ` • i r t'� 1 2'-10" 2'-8" I'-6" 2.213 none r i 1 �•` 1 i 1 3'-6" 3'-4" 2'-2" 2.43 none eFa-OB/IT 8Fa-Ib/IT 8F8-Id/2T Additional 4'-0" 3'-10" 2'-8" 2#3 none #5 barsZ'H" eteA � 4-64-43-22,#3 none ne Raw ofBlock Abov5'5'-2" 4'-0"2.#3 none 5'-10"5'-8"4'-C2,#4 none Precast LiAdditiona6'-6" 6'-4" 5'-4" 2,4none #5 bars 1'-6" 1'-0" 6'-2" 2 #5 none aFli-IB/IT 8FK-IB/2T 8'-4" 1'-10" Z'-O" 2,#5 none NOTES: I. min. coverage or steel=1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 60. 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window U or rtaci Width Lintel sire god -Crate ciffcation Rome or •HAb k " " 8� S� T LW Uplift Load Lateral Lead L22 2'-2' V-0 8Fa-OBAT I #6 S I 1"1 1024 L31 1' a"� 4'-0- eF8-01SAT 1 85 16LI 13L3 10 L45 40-6' V-10" 8F8-06/IT 1 #5 1106 1 101 331 L50 6'-0' L'-V eFa-OB/IT 1 85 123e an 121 LLO V-e• 1'-L' e158-01SAT 1 85 1o6 141 534 L80 B'-o' T-4' #Fa-ID/2T I #6 2 46 152 641 512 00 T-O' lO'-AO 8F8-18/27 1 96 2 #6 643 530 401 L10B T-O' 101-0 BFIL-15/2T ONE 1 85 2 #6 1633 693 401 LI00 W-O' II'-4' 8Fa-IB/2T 1 #5 2 #6 682 414 452 LlOOe KY-0' II'-4' 06-63/2T I ONE 1 86 1 2 86 13" 1028 452 L120 12'-0• IV-4' 8138-I5/2T I #6 2 86 411 428 324 LOOS 12'-(r IV-4' eFIL-63/2T ONE 1 #5 2 #6 1015 110 324 LHO 14'-O' I6'-4' 6115I6-115/2T ONE 1 86 2 85 1250 "A 251 LILO WI 11I eF8-IB/2T 1 05 2 06 300 1412 M4 LILOB IL'-O' IT-4' SIOU-6/2T ONE I #6 2 #6 16o 6OO M4 - 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 III REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane pr�chor at each truss with (10) IOd x I I/2" nails - ( 24" o.c.) 8 ting Max 18101ba. Wt Aluminum Drip -� Edge t Fascia 12" 2' x L" Sub-Fascr Kagcan run o vent yawl wofFit installed awmpp I/8' dia shank x 1.6' long gals. roiling nails with 3/8" dia. head per prodwct approval - we chart wheat 91 12' x 12' concrete column block Filled with concrete and (2) #1 bare vart. tied" - into lintels above thicken edge to 8"xill" with concrete and one #5 bar continuous BEYOND Top of tooter IL" below finished floor 12 4 1/2" thick stucco on Aluminum Dnp - Edge E Fascia Flash and Counter " flash Nail ledger to gable end truss with (2) IOd la at each web sembers sin- penetration 5/8" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled call Rear Patio/Slab to be flush with bottom of sliding door racers. Step per foundation plan. o Slope per foundation plan �� iiil—IIII— I �b Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom Of top chords using (2) IOd nails at each truss ® 24"o.c. TYPICAL l shop drawings big manufacturer ) Q W —V—I/2' R-30 blown fiberglass in bottom chord of trusses drgwall with smooth finish Two rows of beam block filled with concrete and (U #5 bar cunt. in each row. substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" drywall over I" x furrin R-Pod strips at IL" o.c. with R4.1 insulation on tgpical 8" Block walla All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. iu Mortar to be Tgpe 'M' on1g pr ortioned tier FBC R401,1 Mortar and )Dints shall coin lg with FBC iiL01.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) Fill cell with concrete and (I) 45 bar vart. (tgpical). p Max. spacing shall not exceed 1 Wood 48' unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermash OR / 4'x6" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Ical sectlon at Front fi orc Scale : 1/2" = I'-0" Provide downspout Strap trues to wall using Simpson MGT with Simpson HETA 20 5/8" dia. threaded rod with min 12" beam embedment hurrlCane anchor at each truss into (22) either wet set or in IOd nails into truss. Add leg detail epoxg with blockingg to\ this 21" o'c1810pjportlpgfMax. ETA 20 truss par on afieet s. u III M.400 11 A'SNA Ord WA Arms � M I EVA MAN 0 1EKWrI 511174 W over 4STV D IIIIIIIEff I IN= I I III I I Nis loll 29 m to X at N ,j .� F- 1° ° d ClUl d w Q F CC^•� u W n%W ° OD cA W v- 2C4 N W ETA 20 1 "I ETA 20 Provide for gutter Simpson HETA 20 hurricane anchor at each truss Provide downspout( 24" o c.) supportingg Max. REVIEWED FOR1810 lbs. uphft CODE COMPLIANCE ST. LUCIE COUNTY BOCC 1-2-19 - - - - - - - - - - PANEL - - - - - - - - - - - - "A" Pei" BR Lead Wee Deecrpten wed are* Dinianptian Wee Load BR Paps 1 20 1.2 ks $12 Rerrgeratr I Raise #L 12.0 ke 6o 2 I 20 I.2 ke $12 Clothes Wadier 3 1 20 1.5 km $12 Kitchen S.A.C. 6 L D er #10 5.0 ks 30 2 1 20: 1.6 km $12 Kitchen S.A.C. T e 1 20 $12 Bathroom Reeepts +1 10 Air Candaimir 010 5.0 ke 30 2 - 1 120 1 1.2 ks 812 Disleader It 12 1 20 1.2 Its 812 Mierae ive 13 14 Air Hand #10 5.0 ko 30 2 1 15 - #14 General Lighting 16 IL I 16 #14 General Lighting 11 IB W14 #10 5.0 ka 26 2 - 1 15 - $14 Gomel Lighting 141 20 I 15 $14 General Lighting 21 22 GDO 012 0.e1 KW 20 1 - 1 16 - #14 Gomel Lighting 23 24 Sire Spare 26 26 alms Spore 21 28 awe Spare 29 3O Tswo PANEL 'A" LOAD CALCULATION SHEET Load Description CUM. I Watts Total(Watts) General Lighting l3, watts aq ft:D......................... Small. Appliance. Cgcult(s) ............................... Ra4S?...........................:...:......................... Refer&orator.................................................. ,Microwave,.................................................... -Dish-washer .................................. Clothes, Washer,,,,,,,,.. ................................ Clothe., Dryer.. ........................................ Water Heater Garage. Door .Opener ........................................ 1135 3 C205 2 1,500 3,000 1 12.000 12.000 1 1200 1,200 I 1.500 IS00 1 1.200 1.200 . I I 00 1.200 1 6400 5,000 1 4.500 000 1 810 810 Total Watts 3SAI5 First 10000 Watts 0100% 1 110,000 IO 000 Remainder 25AI5 e40% 1 10 10.241. Electric Heat or A/C 10.000 e0% 1 IOA00 10.000 Calculated Load Watts 30.244 Voltage 240 Calculated Wattage Divided bg Voltage - Total Amps 124.02 Panel Size Required = 150 Amps r Electrical SL,mbol Legend S Single Pole Switch ® Recessed Can Lqht Ss Double Palo Switch ® Egehalg Recessad e Push Button Switch -cr Exhaust Fan -g2 Duplex Outlet Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light atarpr ground fault circuit Light with Pull Chain (attic) ® Fhx1r Duplex Outlet C Compvter Connection Jack ® Carbon Manomide Detector 4& Flood Light Q Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Caihng ran ® Television Jack ® Telephone Jack eo A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Lr ® Speaker Hook -Up Q = JUNCTION BOX TO SUPPORT A FAN - THERMOSTAT LOCATION B/A = BALANCED AIR MECHANICAL LAYOUT SCALE: 1/4" = I'-0" I FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW (3) #1 THHN Copper 2" PVC Schedule 40 conduit M150 g PANEL 200a rat meter can 2" PVC schedule raw *W 2- rig rods #2/0 AL SER Cable With #1 Grnd 2" PVC Schedule 40 conduit aleeve into attic 200a rated meter can 7 bonding Point 2" PVC schedule 2" rigi CB PANEL bonding Pont 1 1 rinkind iods-- --- 3 TON SEE MANUAL 'J" end Energy Calculation for Unit into AiC PORCH 141 CFM IOxIOXI 141 CFM IOWOx 1 GREAT 141 CFM 10311100 DINING 1 ROOM I I I I I I OW I ° I I 124 I I NOMIC1tCwA I N-VE NT T L - - - I KITCHEN RED. - �8e• CLMR OPeNMG 404 steel Ballard 00/-Ses detail on this sheet i � ia.s GARAGE r----------------- i I I I I I I o xIOxL ��PORCH \�N� MASTER BEDROOM C WP GFCI MASTER �\ i� --0 BEDROOM v I 12W22WOA r-• IO d0� 1 ♦ I )00111 I II I Ct FCI r----- lh'Qi10 - _I 9 CFM GREAT ROOM C° o❑ SE I LOSET L----- FCI 0 50 CCFlo M Vent thru I o - - -- - "Soffit I \ ASHER DRYER \ WASHER DRYER LAUNDRY \� LAUNDRY VP `xis ROOM DINING I \� N I 12° / I ° F 14 CISM I I pi 8x4x4 I II " 1 r I � Ill ® SECOND BEDROOM 20x2O Ki -� it 12W2xe �! , B/A THIRD AlBEDROOM l ISM 10)&gIQI RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NT8 - Contractor shall use AL-CU Landing lugs. NT8 I LELECTRICAL - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which I I shall be verified prior to construction shall be verified prior to construction I I Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire onlq from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for less 20. All equipment and panel sizes shall be verified before 2, Provide and wire all required smoke t Carbon of a period of not than two gears from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of detects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacement& or repair of ang or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of Installation that mug have been damaged. L. Recessed cans to be Installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through ang concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comply w/ FBC RMI602 the requirements neceseary for the equipment to be placed in 9. A(C Refm��.aecc��rriit. lines that are run thru slabs must be sleeved mYVG proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT 10. ALL A/C Equipment shall comply with energy calculation 11• All work shall be done in accordance with the N.E.C. and conduit. shall comply with all local codes and ordinances, and shall 24. Dr er Vents to be installed per II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utrlit contractor, the completed system shall be fully operative. and telephone company. y F C RMI502 12. Contractor, shall pay for all fees. permits, testrng, and inspections including blower testing where required. 18. The electrical agetem shall be completely and effectively 13. All work shall be coordinated with other trades to avoid grounded as required bg the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. duration of the work- 150 Amp Panel GOLF CART GARAGE I I I I I I I WP GFCI Install oulet under disc. not shown for clarity 1 I IT�HE�I Rai I v pie � ail �I�i��l 4 Stool Ballard >=1 detail on this shoat Attie Accomi.- i OPTIONAL PANEL LOCATION i� 1� SECOND +\BEDROOM 1 �e THIRD ---BEDROOM \ 19 \ \\ GARAGE / / GFCI A \ \ � GFC f / �, L win + � I50 Amp GFCI \ / GFCI Panel r--------a-------1 \ --r„-_--------i Garage j \ Garage j Door I rD� I Door Opener I \ a I Opener I Wire For G� ARAGE CART Front Post Light I I to gerega %IDltta GFcl I i GFCI N N iv N WF GFCI ELECTRICAL FLAN Post Light with Photo call SCALE: 114" = 1'-0" Center Post Light between drrvesays Attic Ventina Calculations Total Attic Space = 2101 sq. ft. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Braden 4 Braden AIIA, PA tine Building Corp, MODEL: Date Drawn Revisions : Sheet Comm Architects -Planners 4=26=I+� 5-23-18 Garage floor st a and g smoke detectofDo"Vision 411 S.E. Coconut Avenue Tel 1112) 281-8258 H III (j�l j"''� n T I W I ' `t D O✓ � Drawn by: CC)MPLiA''i"� E - l l �j - � rj 8 : C.C.U. CODE 5 anish Lakes Fax : (712) 281-8283 E-mail: bradenaiaecomcast.net Checked bg: ST. LUCIE COUNTY Impact ,0B Stuart FL 99L #AAC000032 S • Lucie County Florida D.R.B. I BOCC OF 5