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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofm FL #11651.12 2G ga. Sy crimp metal roofing attached to plywood neck 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 aps fastened with corrosion resistant tin caps and with I. " ring shank nails spaced 6 o.c. at all laps and two staggered rows 12° o.c. field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured itucco on typical concrete 12 block construction SLOPE 4 TION 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 PL 411G51.12 2i 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 aide 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.e. in field. Attach deck to trusses using attachment detail on this sheet 0'-0" = Finished I`Wor n --------------- 5/8" thick light textured stucco on typical concrete block construction .1 '� :�a u SCALE: '114' - 1'-0' GRESS ` ------------------ COVERED PORCH Finish Columns with / 5/8" thick cut coral finished stucco bands ?ulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 G ga. Sv crimp metal roofing attached to plywood neck 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 V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all la a and two staggereel rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick x 8"w cut ' coral finished stucco bands 2" x 4" top plate 1/2' drywall ceiling on truss bottom cord base -board I/2" drywall on 2" x 4" studs at 16" o.c. 2" x 4" P.T. bottom plate \ 4' concrete slab with fibermesh OR 6"W #10/10 WWM on G and Viaqueen over clean compacted termite treated fill Interior Non -Bearing Partition Braden 6radown AIAe PA i rl ll C. orp. Architects -, Planners 411 S.E. Coconut Avenue JJ v GJ. Tel : (112) 281-8258 Fax : (112) 281-8283 a S ankh Lakes E-mail: bradenaiaecomcast.net S Li C«.1-..+ C1 'XAQQ1 eA�r�nnnna� ICIe '�1� lOrlda stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plgwood 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 i/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" CDX Plgwood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. FRONT . ELEVATION SCALE: 1/4' - 1'-0' 8'-I" B "A I i 0'-0. =Finished Floor ' li 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) t t Florida Siulding Code Residentiah 6th Edition and ASCE 1-10 for Wind Loading BmldinDesign is: Enclosed Risk Category. II Wind Velocitg: IL5 mph ultimate Mean Roof Height: 11'-O■ Roof Pitch: t 4.12 Internal Pressure Coat il�cient. to�__IIse I Subjectabdrtg to damage from Weathering: Negligible Termites: Verg Heavu I l Width of Roof End Zone: 3'-4' Wind Speed: IL5 mph ultimate I Wind Exposure Classification: C 1.21 x O.L = O.'126 Adjustment factor for Exposure Height: ASD demon Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+0.6WL: O1DL+O.1,WL Components t Cladding Wind Pressure (NET) Roof Zone. 1. +20.6/-32.6 psf Roof Zone: 2. +20.4/-51.0 pal 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. 5.+35.8/-41.8 ®Wells t ZoneI ne. pal ne Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pal Shear Walls Considered for Structure? Yes - Root Zone 2 Continuous Load Path Provided?�� Walls Zone 5 Are Components an Cladding DitWi Provided? Yes END ZONE Mlriimum Sal Beamnv Pressure: ai, Presumptive: X B Test: to -Corner Zaiea S E RODUC 1 AE' R VAL F__' IM A T P O E TION FOR O E IN S ��� Roof Zone 3 ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: _AlL oaf FLOOR DEAD LOAD: 10 pal JOB ADDRESS. -Sri Model: Date Drawn Revisions Sheet REAR 3-28-18 5-23-18 Garage floor slope and Drawn by: aion PORCH 1 --is9B RIGHT Checked bg µ _ MED FO� ill Ct N COMPLIANCE FOP 5, ST. L CIE C0QJNT/ l f Fitn - �P7°. 'FLOOR PLAN TYPICAL NOTES: SCALE 1/4° = 1'-O" 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 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. 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. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set bg 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 Ceding shall have a flame -spread classification of not greater than 200 per 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 490 11, All exposed attic insulation materials installed on attic floors shall have a critical radian 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 complg with F.B.C. R316 - see permit info box of code edition 18. Ngkpsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C960, C1002, C1041,C1111, CII18, C1218 C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5� prlluall Thickness Location Orientation Frommg Member Sparing Maximum Max spacing of fasteners Nail wiLng options for installation of dr wall Into mood framing mein or* 2" x min. thickness Nails Screws y2 Ceiling Perpendicular 24" 1• 12' 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4' Iona annular -ringed or 5d coder nail OR 15/64 0.080' dia. xx 1 5/8' long with head Walls Either Direction IL' g• 16" Gjpsum board nail 0.064' din. x 1 5/8" with 9/32' head. Ceiling Perpendicular 24" 12` 130a 1 5/8' tong with 19/64' head OR 0.098' diameter x 1 3/8' long annular -ringed or 6d coder nail 0.092" dia. xR 1 1/8' long with 1/4" head OR Walls Either Direction I6' 8• IL' Ggpsum board nail 0.0915' dia. x 1 1/8" with 19/64' head. 9. ALL ceramic the 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 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 accompanyingg smoke developed index not to exceed 450 when tested in accordance with ,4STM E 84, Insulation shall complg with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.54 wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c, at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor et each truss with (10) IOd x 11/2' nails f 24' o.c.) au porting Max 18101be. upldt Aluminum Drip ia Edge E Fascia 2" x 6" Sub -Fascia Kagcan full o vent viral aafflt I win1/8 da shank x 1.5' long rao�ng nails with 3/8' dia. Mad product approval -sae chart 0 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled call Grade #1 12 4�- Recess top plate 6x 3/8"d 4" for steel support a"w ngle CRASH POST DETAIL 8ee detail on this sheet N.T.S. G 3C high bg 4" diameter steel crash post. Floor Steel countertop support angle Counter top - verify type with contractor Flange with 4 - 3/8" Install 6' from each and and J Base cabinet expansion bolts into one in center of counter. slab (3/8"t 50 ksi steel plate) we angle detail 2° x 8" mood studs 6" at I6" o.c. 3. I/2' drywall 2%' 2 " b � 13/8" �O 2�" V FBC R302.9.1 per FBC R302.9.2 t 2' x 8' PT wood plate KITCHEN ISLAND FRAMING, DETAIL I�.r VTR 2 •••`` MASTER I tea, luw� 12 tBA�TH+ 3:1. 4 IL,Y, 1 ��%1,/-�3•� 1 �. LAUNDRY 1 1 I I 1 1 2.1 I 1 1 Y� " l we 4• .� 3" ewm I 2' 2" .ca Window Schedule Mark Size Rough O en. Window Descrl tlon PRESSURE ZONE I. 4'-6ys"x 4'-6 %" 54Wx War Single Hung ZONE 4 2. 6'-3 %""x 5'-3 %:' 15' x 63 V4" Seigle Hung ZONE 4 3. 2'-2" x V-2%" 21h"x 385'e" Single Hint' ZONE 4 4. 3'-1" x 6'-3%" 38' x 63'/4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction r Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-O' 108' x 84' Overhead Door ZONE 4 B 3'-0' X V-e" 41' /4" x 81 Garage Fiber nel - Insim ZONE 4 C 6'-0' X V-8' 14' x 81 ' 2" wise Siding Glass Door ZONE 4 D 2'-0' X 6'-8" Solid Core - Wood - 6-Panel-Bi-Pold Finished 24' x 81'/," 8 T-6" X V-8' Solid Care - Wood - 6-Penal F 5'-0' X 6'-8' Solid Core - Wood - 6-Panel - BrPold G 2'-8" x V-8" x 1 V Solid Core Wood. Steel, or Mosonite Door H 2'-8' X L'-e' Solid Care - Wood - 6-Panel J T-6" X V-8' Solid Core - Wood - 6-Panel - BrPold ALL Exterior doors to withstand pressures stated box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified by contractor L with manufacturers specs prior to construction in permit info AND SHALL ON SHEET #1 PRE-ENGINEERED TRUSSES I" x 6" P.T. Buck nailed to Masonry Beam at 24"o.c. TYPICAL block with case hardened Hells / (shop drawings by manufacturer) poor to door attachment �R-30 blown fiberglass in bottom chord of trusses - -1/2' drywall with smooth finish Two rows of beam block filled with concrete _and (l) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar cunt. for bottom row over openings 1/2" dr wall over I" x furrin strips a� IL" o.c. with R4.1 �rfol _ -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 onlgg proportioned per FBC R401.1 - and Mortar Jonts shall comprg 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"xL" #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill r 14" x 14" Concrete footin it llll i 'l l _ g ' with (2) #5 bars coot. and #5 transverse bare at 48 o.c. TYPICAL SECTION Scale : 1/2" = 1'-0" 2" KITCHEN r AAV 12" 1 2' t6AVi BATH ><2 SANITARY RISER wits Attach buck to block mall with 1/4" dia. Elco cone screws with inn. 1 1/4' penetration at 12" o c. max and 4' max from each caner Oru Exterxr face 2` x 6" PT Buck d cal ales a8 wood screws thru ,lamb was buck Detail at Door on r to door each 1I and ha it max and or to door and 16 a NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Instal windows thru buck into block with 3/IL' tap -con with 1 1/2' penetratxm at V oe. max from each comer and 204 acmax ihereefbr at b. and §0' aa. mqx. Exterior face et heed end mil per product approval of mall Dwdk to be I' x 4' PT la'6 M I'x4` P.T. Buck nailed to lock with caw hardened nails Detail at Windows prior to window attachment NTS IT Verify attachment hole location with GC / Install SGD thru buck into prior to fabrication J block with 3/16" tap -con with 3/8' thick 6, 11/2" penetration at 6" o.c. max steel bracket -fi from each corner and 20." o.c. max thereafter at head per product approval 0 0 Use 3/I6' tap -con with COUNTER TOP BRACKET DETAIL 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I' x 6' P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door n Masonry Wall n Bottom' Trac Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with 20 1 I d 1 n g Door Detail I penetration at 6" max ." fromom each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Braden t Braden AIA, Architects - Planners 411 S.E. Coconut Avenue 0 B Tel : (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenaiaOcomcast.net Stuart. FL 3499L #AACOOOC Z i 15'-3" T-1 y2„ . . 1 .V i'-O" 8'-lOY2" ° EGRESS ° 12" x 12" Concrete column block filled with concrete and 13'-II" p (2) #1 bare wart. tied Into p lintels above ° r -girder Filled cell under PORCH above ° WIRE LATH t STUCCO CEILING a 19'-91, a MASTER TO BEDROOM - uUc °lIt it 6'-O" A.F.F. O ta o Flat Ceding ad) Io � Vanity to be O o 4 )12 "high I ° it L Rod E Shelf 8'-O" toIT-8- A.F.F. T Vaulted Ceiling in 19' GREAT' ROOM �LOS T Ia ° H B H - J m ° Rod t Shelf n qjo - E I I a O�w 31° o - - - ° 3'-4„ m - 32" DRYER ABHER I 0 IY ° O v-XI IL 9' S° oF LAUNDRY ;r I ° w 0 I H it e'-O" to 9'-e" A.F.F. I o r I Vaulted C ding It DINING Vanit to be 34 ROOM 18" 42' ,,thigh I 1 1, , T ;r counter tope to ( overhang wall 1.5" 3/8 thick steal ° _ 0 90„I counter top supp to l eq. eq. counter tops to over wing wall 1.5' Q SECOND q BEDROOM 8'-O" A.F.F. IV Flat Ceiling r r- .010 v- THIRD ; BEDROOM r 8'-O" A.F.F. ch Flat Ceding �r- 12'-8" in III II Ineaoum Provide auto closer 150 Amp Panel r- - - - - - - - - - - - - - - - - IIt t p I I GOLF CART' GARAGE 13'-O" I}" +41" high wall o o i DW KITC1HEN yjhfa'-Cn toi9'-e" A.F.F._ I Vault d Ceding en Q Upper cabinet& to - extend over Ref. I REP NON V NT &s" CLEAR AO,� OPENING L - --- lr R-a Deets Inmd@un `r I - J Provide auto O C closer 4"'ll Steel Ballard Sae detail on this sheet F\se W , O , I xAccess ' 0 Attic I I a � k w L--� - - - -- a,_ „ A.F.F. Flat Ceiling 10 GARAGI Ole Block wall n ° MT garage to be &truck block r+ ° EMERGENCY EGRESS r------------- I ---1 I I I I I I r � ° I I I 0 I I I I H.B. O ,may FEE11 El 11.0101y�---- °o 11011 2'-8" ® 9'-0" 2'-8" 6,_4„ 2,_8„ q,_O„ ® 2,_a„ 35'-O" ST. LUCIE COUNTY Square Footage Breakdown BOCC Total A/C Space = 1,153 sq. ft. Covered Porch Total = 2-12 sq. ft. Garage = 459 sq. It. Total Cubic Ft = 1'4,024 Under Roof Total = 2.484 sq. ft. Date Drawn : Revisions : Sheet Comm # UJynne Building Corp. REAR 3-28-18 5-�23-18 Garage floor slope and THE W I N D S O R PORCH Drawn log: smoke detector revision C.C.U. 2, 15 -15 9 B S anish Lakes RIGHT Checked bg: Impact SI'. Lucie Countll Florida D.R.B. of 5 0 1 �Ul� I U�t'tL IXlk../ I T__0: I. 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 L3000 PSI' OR 44 000 PSI 'GROUT MIX AT 28LDAYS MIN. 3000 PSI 3. POISON SOIL AND COVER W/ k 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/ it 10/10 WELDED WIRE MESH REINFORCING ON 4 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. 4. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 7- 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. 11. 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 1400 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. 1. 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 1*5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openingsup to 5'-II" wide. Provide (2) filled cells on each side of openings from 6'-0" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2-f" 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 `i. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 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: 114" = 1'-0" FOOTING SCHEDULE Mark sire Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING - C STEP DETAIL ON THIS SHEET 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY e°W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®140 W With x 141D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB m 0'-0" L 12"W X 18"D MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell�_ tECTIONS one #5 bar continuous OxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill " 1 b h f b h OR GRADE 4 concrete a a wit i arms$ vxv #10/10 WWM on 10 and Visqueen over •;x; clean compacted termite treated fill mCIA _ _ Grade = I I- -I I (III r = aaE_ I III $�, _ — I- I 1114"w x 14"d concrete monolithic PORCH SLAB EDGE DETAIL footing with (2) #5 bars cont. SCALE I/2" = I'-O" 14" #5 bar vert. w/ F I TYPICAL FOOTING DETAIL 30" overlap SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Adjust curb height 611x6" #10/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope- L°xL" #10/10 WWM on 10 mil Vlsqueen over #5 bar cont. #5 bar in curb clean compacted termite treated fill r G sole bp ' `r v- :,_:e';.,:',.,'" 10" (2) #5 bars cost. bottom steel 14"w x 14"d concrete monolithic I— I I I III footing with (2) #5 bars cont. F 2 DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-0" GARAGE CURB DETAIL 12" x 12" concrete column block filled with concrete and (2) a1 bars vert. tied into lintels above Top of faoter IL" below finished floor_ COL Verify house slab height in field SCALE 1/2" = li-off 4" concrete slab with fibermesh OR 611x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill `#5 bar cost_ Zn 101, (2) #5 bars cant. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 1'-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 by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x L" PT wood secured with \ 3/8"dia. x 6° anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #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 £ �• r Double Filled Cell Column Single Filled Cell Column NTS NTS 0. H.B. A/C 15'-3" T-H 1 12" x 12" concrete column block filled I with concrete and (2) #1 bars vert. tied 35' O" into lintela above 8'-IOY2" I 10'-09, -- D I Filled cell under r- girder above Rear Porch Slab to O be poured separately lu I from House Slab. O O p ) I 1 � --7------FI ----I F Rear Patio/Slab to be flush with bottom of sliding door recess. Slope I" li I ' F- I a - IF ° I I 4" concrete slab with fibermesh OR I ° I 6 xL #10/10 WWM on 4 mil Visqueen over clean compacted termite treated fill I� I I I DRYER ASFfER i I� I I I° li I F I I F- Ii I I I I I° b o i DW ° I I I I° 4" concrete slab with fibermash OR I L xL #10/10 WWM on L mil Visqueen over clean compacted termite treated fill I I MICROWAVE RED NON -VENT aIV cLEnR ° OPENING • Q O O I to- -- v ---- —w.H. I 4"40 Steel Ballard ° Sae detail on this sheet F� ;1 1 I I I �Q_�I I I iL I I I FI I I � FQI L— FL------ r r— ----- — ° :a ° I I N °I I I O 14 step I I ° .� U1 I I I� to >- 13'-0 O I O 13'-01, C 4'-41, I I I I © 1I —a LLI ° 1.5" Recess for O O — to ° O O 1.5" Recess for O OC Garage oor ;� arage oor 91_0„ 2, 8„ 41_41, 2,_8„ 2,_a„ — — — — 7ED7 — — — — — iin I FI 24" ° I� I I r J I ` Thicken footing to 24"w x 14"d x 24"L I ° under filled cell ° under girder bearing. I ° I 1 I I I I Braden t Braden AIAa PA Wyn a Building Corp. Architects - Planners Coconut Avenue Telel S.E. (ill) 281-8258 T H E W i N D S C Fax : (112) 2 ®'1-8283 S ankh !-lakes E-mail: bradenaia comcast. net g�• Luele County (Florida Stuart. FL 34996 #AAC000032 O REVIEW' .., CODE COMPLIAN( ST. LUCIE COIJ`. BOCC s Date Drawn Revisions : Sheet REAR 3-28-IS 5�-23-I8 Garage floor slope and Comm # Drawn by: smoke detector revision PORCH C.C.U. 31 15-159B RIGHT Checked by: Impact D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Slze = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws basipd on pressure for roof stated in permit info box on these pans for zone 3 K eeMon Area Ede Field Fastener Press ure ++ Sd ring shank 45 psf Zone 2 4 '+ 6" 8d ring shank 14 psf Zone 3 4 11 14 8d ring shank 84 psf 71/4/7 ** Zone 3a L" (, 1#8 wood screw ,112.5 psf ** Use nails or s4rews based on pres ure for roof stated in permit info box on these plans ?or zone 3 Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Pilled call steel into continuous beam block steel. %-, Provide Cast -Crete 8U8-OB/OT precast -� lintel set in mortar`,- Min. 8' Bearing Provide #5 bar set in pre -cast R 0 O F FLAN Scale : 1/2" = I'-O" lintel Into beam where length of the opening calls for it. — O V h t i I— O it I t I e r W i In t e d n t h I b e e t e PT Buck ad per jamb into Pilled c 4" Pre -cast sill er angs a un ass o se O o s s — Roof pitch at 4:12 unless otherwise noted on this sheet — Truss shop drawings to be provided bg manufacturer - Ang changes to this plan shall be submitted to the Z architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTIONS BY L TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior 77 to construction for layout and uplift verification Poured Filled Cell - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide #5 bars with min. 48 bar I. iameters overlap in Pilled cell. Tie Bled call steel into continuous - - -- - 1 i rooter steel. C4 H W Concrete Footing ..J.:j..;', .r, .. ",_':'_ (see rooter schedule Par exact sisal DETAIL AT WINDOW OPENING IN - CBS WALL Scale: 1/2" = I'-O" SINGLE PLY REAR GIRDER TRUSS Ned 2` x 4' bloelung to varL big of tram Nth IOd x LIII rwb e at 4' o X Verrfg with Plan `' to Concrete 12"x 12+' N Install � �� red atmto t min Or rn Lintel Column $lock into rat bawls and (22) IOd rwlls wlto fromTr to a 7 Rebar o u Q Rebar 48 Bar °.a. TRUSS BLOCKING DETAIL ° w Min. overlap AT GIRDER STRAPPING to V- C of u m n to Lintel A t t a C h m e n t AT CENTER BEARING POINT N SEAM SCHEDULE Mark Size and Descrl tlOn Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 Two rows of beam block filled with concrete and 1 #5 bar 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" BI Continuous In each row. Hook vert, bar over top bar with wood screws with self sealing washer at 12" o.c. max spacing over ASTM D #5 90° bend bar with a low min. la at bar. (type 2) 30 lb Pelt underlayment installed with min. 4 side laps and V end p op 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 \ Addittanal rscaat Lintal u + #5 bare Lrntel Bar Clear "A" ' r`. CLEAR Length Length Span Bars Bars i ` •- ` I I I i + 2'-10" 2'-8" -6" 2 tt3 none I •:: I I i I r--- a____r 3'-6" 3'-4" 2'-2" 2,43 none era-OBAT SP8-8/IT 8Pa-I15/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none #5 bars ' ILEA ,�,.;��• 4'-6" 4'-4" 3'-2" 2,#3 none ±;;;? no Row of 'H' :.::.. t7v;' Block Above :•ti, '�ii 5`-4" 5'-2" 4'-O" 2,43 none none f Precast Lintal tLl di'": i 6'-6" 6'-4" 5'-4" 2,#4 none _ Addition �____r #5 bars �____r l'-O" 6'-2" 2,45 none BFIL-11113/IT BFIL-IB/2T 8'-4" l'-10" l'-O" 2,95 none NOTES: I. min. coverage of 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 ) NTS I I 1/8" thick light textured stucco installed per ASTM C 921 over ASTM D type 2 pa er backed wire lath nailed to substrate through one layer of ASTM D 7gpe 2 Pelt paper using Sd nails. Substrate 32" to be 19/CDX Plywood nailed at L" o.c. in Field and edges with iOd ring shank nails into studs. LINTEL SCHEDULE Mark Window or WidthSIme 1 anal csat-Crate 8 eahealum Rom or 'No Block Bostar 8tael Tap Stssl Sat MOL oa IPII II wd (PLr) MOL Load (PLr) L22 2'-2' 3'-C 81128-08/IT 1 as 3OL, full 1024 L31 '-L• 4'-0' �8-01111 1 85 2661 1363 1L3 L45 4'-5' W-10' OPS-OB/IT 1 $5 IIO5 9O1 331 LBO 5'-0' L'-L' 11111138-OBAT 1 #5 1238 635 121 II V-8' 1'-V 11111"8-OB/IT 1 85 loll 121 934 LSO 8'-0" "'It 8F8-1B/2T 1 89 2 85 162 11 1 512 L10 V-O' 11 Br8-18/2T 1 85 2 as 443 530 401 L10B 1'-Oe 10'-4' SPIL-IB/2T ONE 1 85 2 so 533 N83 401 LI00 1�0'-0" 111 eP8-IB/2T 1 85 2 86 582 414 462 LIOOB /� 10I�1�-/O�' 11'-4' SPIL-I5/2T ONE 1 #5 2 85 1366 1028 462 L120 W-00 13'-4' (P8-18/2T 1 85 2 85 411 428 324 L1200 17-�0/�' 13'-4• BPIL-IB/2T ONE I 85 2 85 1016 110 324 LI40 „00 SPIL-I5/2T ONE 1 a6 2 85 1250 L01 251 LILOK'-O• n'-4' BF8-I5/2T I 85 2 85 300 H2 1114 LILOS IL'-O' 11'-4' BPI6-I5/2T ONE 1 2 $5 150 Soo 114 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSi CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each trues with (10) IOd x 11/2' nails — ( 24' ac.) suppporting Max. lelolbs. upldt Aluminum Drip ... Edge t Fascia 12" 2' x 6" Kapcan full o vent viral soffit installed uwn 1/8' dia shank x 1.5" long gale. roo�ng nmis with 3/e' dia. head per product approval — we chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied -- into lintel* above thicken edge to 8'x8' with concrete and one #5 bar continuous BEYOND Top of looter IL below finished floor 4 1/2' Aluminum Drip Edge t Fascia Flash and Counter v Plash Nall ledger to gable and trues with (2) 111 at each web \ hi —rib lath vertical wood a to provide :ration into mar pmiatration 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 or sliding door recess. Step per foundation plan -a Slope per foundation plan �� —III fl II - IIII 1-llllii� IIII,III�� 11-�11111���II' q �,�:j 1 - III Tuplcal Section Brace Gable and with 2' x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOr nails at each truss RE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer ) \R-30 blown Fiberglass in bottom chord or trusses I/2" drywall with smooth finish Two rows of beam block Pilled with concrete and (1) #5 bar cunt. in each row. Substitute precast lintel filled with concrete and (1) #5 or cunt. for bottom row over openings 1/2" drywall over I" x Purring M --strips at IL" o.c, with R4.1 -foil insulation on tgpicai 8" Block walls All drywall to be installed per FBC R702.3.1 and shall meet all pertaining ASTM codes. ao Mortar to be type "M" onlg propportioned��per FBC RGOl.1 and Mortar �olnta shell eom�ly with FBC RLOl.2.l. Provide Du Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and ll) #5 bar vert. (typical). ax sppacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L mil Visqueen over / clean compacted termite treated Pill FI - at Front For Scale : 1/2" = 1'_0" Braden it Braden AIAe PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenaiascomcast.net Simpson HETA 20 strap truss to wall using 5lmpson IGT wit hurricane anchor 8t each truss 5/8 Into dia. balam threaded rod with min 12 embee either wet set or In epoxy with It24" O.C.) supporting Max. (22) 10d nails Into truss. Add blocking to 1810 lbs. uplift HETA 20 truss lag per detail on this sheet 10A i I NJ VIA W ,A 0 II WAM IN IN ile M VAIN 51 W, A 'AM 0 11 =A NEW'A 06; W, AN N WIN IN 'v PA —EVA VOWAPAIN P. Acrews LM& "Of fieATa waimaker at 12" oc­r;49W47-�.T7mr-7Z7"-'1;V9w 0 W%AIA UVAA ME �� II X\ al Attic BI am light I f� �ffl�.* I 1111i NEE' III I I Ila! HETA 20 Simpson HETA 20 Provide for gutter Provide dounapollt hurricane anchor at each truss it 24" o.c.) supporting Max. 1810 lbs. uplift Wunne Building Corp. THE WINDSOR S anish Lakes S . Lucie County Florida QHETA 20D Date Drawn Revisions : REAR 3-28-18 5-23-18 Garage floor slope and Drawn by: smoke detector revision PORCH C.C.U. RIGHT Checked bg: ID.R.B. C4 Q W ILU O i REVIEWED F( CODE CONIPLIA \ ST. LUCIE COUi SOCC Provide downspout Sheet Comm # • 1�—i5°IB impact Or- 5 1-2-19 Opt. PATIO/SLAB PANEL °A" Pales SR Load Wae Deaenptwn c"'d cvrc8 Desmptwn Wee Lead BR Palo$ 1 20 1.2 ke 812 RoMyeratar I Race BL 12.0 ke 60 2 1 2O L2 ke $12 Clothes washer 3 1 20 1.6 km 812 Kitchen S.A.C. 5 6 Dr er 810 5.0 ks 30 2 1 20 1.5 ko a12 Kitchen S.A.C. e 1 20 - $12 Bathroom Recasts 9 10 Ae Cormforsor 810 6.0 ke 30 2 1 20 1.2 Its $12 Diawasher 11 1z 1 20 1.2 ke 812 Micraeave 13 14 Air Handler 810 5.0 ks 30 2 1 16 814 General Lighting Is 14 1 15 814 General Lighting 11 I& WH 810 1.0 ke 26 2 1 16 814 General Lighting 19 20 I I6 814 General Lighting 21 22 GDO 812 0.81 K 20 1 I I6 814 General Lighting 23 24 spers Spare 25 26 Spare Span 21 28 spare Span 1 29 1 30 8pers PANEL "A" LOAD CALCULATION SHEET Load Description atm. Watts Total(Watts) .Genaral ................. Rangy......................................................... .Refrigerator.................................................. .Microweve..................................................... Dish Washer Oloth�6..W.4>Ihor............................................... Clothes. Drger................................................ Water Heater. Garage, Door.Openor ....................................... 1735 3 6.206 2 1,500 3,000 1 12.000 12,000 1 1200 1.200 I 1500 I 00 1 1.200 1,200 1 1.200 1,200 1 5,000 5,000 1 4.500 4 500 I 810 810 Total Watts 35AI5 First 10000 Watts e100% 1 10.000 10,000 Remainder 25AI5 e40% 1 O 10.24L Electric Heat or A/C 10,000 *65% 1 10.000 10,000 Calculated Load Watts 30.244 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required = 1 0 Amps Electrical 5 mbol Legend 5 Single Pole Swuh ® Recessed Can Light S, Double Palo Switch ® Eyeball Recessed e Push Button Switch Exhaust Pan sse Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light aterprgroorml fault circuit Light with Pull Chun (attic) Floor Duplex Outlet © Cwouter Connection Jsek ® Carbon Monoxide Detector 4& Flood Light T Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter Q Smoke Detector Ceiling fan ® Televrwon Jack Telephone Jack a DI C A/C Disconnect I x 4 Florescent Liglit ® 2 x 4 Plorescent Light ® ® Speaker Hook-up = JUNCTION BOX TO SUPPORT A PAN so THERMOSTAT LOCATION O B/A = BALANCED AIR Vent thru_ soffit MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. (3) #1 THHN Copper 2" PVC Schedule 40 conduit AMP PANEL 200a rated meter can 2" PVC ( FPL) schedule 80 2" rigid service FPL rods #2/0 AL SER Cable With #1 Grnd 2" PVC Schedule 40 conduit &leave into attic 200a rated meter can bonding pant 2" PVC ( FPL schedule 80 2" maid service AMP PANEL bonding pant ground rods - - AiC 124 CFM IOrdOxL MASTER' BEDROOM 124 CPM IOxiOxL B/A 8x4x4 50 CFM sx4x4 9 CFM LOSET B%A O R/1 141 GPM r IOx1Ox9 DRYER II FASHE Ill CFM 12xixl SECOND BEDROOM B/A THIRD BEDROOM 100 CFM IOxLxi 150 Amp Panel GOLF CAR7 GARAGE I I I I I r DRY PORCH 141 CFM IOx1Ox7 EATi ROOM I 1 14-1 CFM 12" IOxIOxT 1ful DINING ROOM I - - - ------- eAs I I ° 1 DW 1 I 1 124 1 nl1 CFM IOidOxL 1 I 14" KITCH'EN 1 MICROWAVE 1 3 TON 2®�O NON -VENT 1 SEE MANUAL if R7p�i1T se RciEAR Q eJe and Energg LcAnir% OPENING L - - - - J Cal Matti n C' 1for stro I"e Steel Ballard I it detail on this sheet I \st Lu I _ _ Install oulet OI r 22 x 54under disc.- 1 Q I 1 Attic e klht I snot hown for ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTs LContractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction Verify AIC/KIC Rating prior to ordering equipment - Verdg AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper were only From panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a of not less than two from 20. All equipment and panel sizes shall be verified before The 2. Provide and wire all required smoke E Carbon of period gears ordering. 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 verifg location of electrical year from closing sale of house. service and provider. Correction of defects 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 replacements or repair of any or as selected by others. 5. ALL exterior outlets to be WP/GFCI protected. other phase or Installation that mag have been damaged. L. Recessed cans to be Installed per NFPA requirements. IL. It is not the intent of these plans to show everg minor detail 22• All raceways and pipes placed in or through any concrete 1. Tamper resistant APCI 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 ang other service. 8. A/C Return Air Balance Must comp) w/ FBC RMIL02 the requirements necessarg for the equipment to be placed in 9. A/C R fri r t lines that are run hru slabs must be e�1�� proper working order. 23. All exposed wire below T-I" shall be Installed in metal EMT a s I dave In IZ. All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energg calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility PETC RMI502 contractor, the completed 3 stem shall be fullg operative. and telephone company. 12. Contractor shall pag for allees, permits, testing, and inspections including blower testing where required. 18. The electrical agstem shall be completelg and effective[y 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' eeeinat the nuhhe liehihtu end nrn artu rlmnene rnr tha labels where anbllcable. MASTER BEDROOM i •� `mil; S ®S M. L PI �lll� � I • GARAGE AiC Q U Q r----------------- i C I I I I I I I I I I I I I I I I I I I I I I I I DRYER IIRA LAUNDRY / -/\I\ �T SECOND % BEDROOM/ I / a r PORCH GFCI \ I I ( I I GREAT � ROOM I ®1 / I / I / I / 1 DINING ROOM I � I \� 1 1 r. Fa � I GFCI C.M. Detector 1 1 1 onl pr FBC R3�4.3etT�HEq I I aINOCNIPY II W I11 I ' Se" CLEAR - �Vl1wT- CT / ENING Q J - 4- - GFCI GFCI T IRD s FCI WH H BE D R O ®M- -' - Icy! \ ` 4"0 Steel Ballard See detail on this sheet _I -.I�xAboce4ss 1 m7 OOCATION PANEL Z / / \ \\ GARAGE FCI Aa, GFCI \ 150 Amp I / 1 \ \ Panel GFCI \ r------ \ ` GFCI r------ -is -------- 1 Garage Door I va 1 / I Garage I Door OpenerIf Opener GOLF CARTI / GARAGE IGFCI to 44aw lights I I f I I I Pam .01 ELECTRICAL. FLAN --- Post Light with o SCALE: 1/-4 = 1'-0 Photo Cell Center Post Light Attic Ventina Calculation FBC Total Attic Space = 21 1 sq. ft. 2309.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit between dmreways Wire For Front Post Light Braden i Braden AIA, PA � nne Budding Cor' �- g p• Date Drawn : Rarvlslona : Sheet Comm � Architects - Plannel"s REAR 3-28-18 5-23-I8 Garage Floor slope and smoke detector revision 411 S.E. Coconut Avenue J� III * I c T -I W I I�l D S O R PORCH Drawn b : F. - I 15-1595 Tel : (112) 281-8258 Fax : (712) 281-8283 > Sppanish Lakes RIGHT C.C.U. Checked by: Impact E-marl: bradenalaecomcast.net Stuart PL 99L #AAC0000 2 St. Lucie County FloridaD.R.B. OP 5