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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MPG 5v Crimp Metal roofing FL #IIG51.12 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 (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 detm on this sheet 5/8" thick light textured 12 stucco on typical concrete 4 1 SLOPE block construction .m.v Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral TM:or�l finished stucco bands finished stucco bands Lz�z LE\/AT10N SCALE, 1/4' a 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL UIILSI-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 V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all lapa and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet u - r ` _ Flint -------_ �— r8 thick light textured stucco on typical concrete block construction RIGHT EL V` 3 10N Product Approval Submittal Affidavit ullm BMW Doom, OWWbRad mains Doors, Vindan !i MWiahb Opening Type 11OA/JrL NUMM� Product wwox 0 Manufacturer Gass Attachment method �Design� Pressure Tests t2"3 FI i# 239.3 Single Hung & S m-a00 PGT SAL" 1/4' 4a. tapcoo^ns a/ min I 3/8' penetrate i Lo be spaced per product approval. Contractor osliall adhere to min. edge distances specified in Product approval + 80.0 PSF - A I4-0330.02 Overhead Garage Door Model 824/811 WI 9'-4" nix sidth I DAB 14,M& max heiph,. i "r.rt s x c,Hft c a . at as,. yg6 4- V bx.c � e _ "t. 10-9-21 + 50.01-40.0 psf 8 FL# Ibil4.l Fiberglass DesignPro/ At.. r smooth Pro Jeld—Wen Elca I/4" die. topcon urth en 1.25" m6ednanL at 3" max Iron corners and I1.5' cc. max thereafter m head and pmbs + 50.0 PSF C FL# 251.5 Shdin Glass g p Series li0 SGp PGT I" nom " Type GSA 1/4. ¢a. tapcona a/ vim 13/4' panetroUo^ to be apace ;product approval. Caritractar shall a her. to inn. 2 V2 edge distances specified m Product approval + 60.0 PSF - Product N NUMM Memel Manufacturer Attachment Method Date Milan of sign o a e Mullions FL# 211 1' x 2 3/4" x .316' PGT Install per fastener type and spacings shown in Table IA and IB in product approval on sheet 5 of 22. + 58.0 PSF ROOF FLti 11651.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing ZL 5v crimp metal roofing attached to plywood deck using a9 x 1.6' �OO�Zj 30 Ib fakf uedasrlenenther atll12 with max ails laps, endSLMe^d tllPe MI P I" fastened with corrosion resistant tin caps and with 1.26' ring shank maim aced L oc. at all lap* and two staggered rose 12" c.c. in field. Attach ack to trusses using attachment detail on roof plan - 108.5 PSF Siding stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kaycan nstall using 2" x 2" battens at L" o.c. screwed to soffit framing using 48 x V wood screws at each truss. Install soffit to battens using 0,12' die, x IX I ahill3k nails With aZ@" dw- head. +55.0/-35.0 PSF Htu"r3c Panels -- I - I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record Gulf Coast Supplg and MFG 5v Crimp Metal roofing PL 411651.12 24 ya. 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 L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails !paLed L� o�cLat�all laps.a�d two�s�ta�gered�rows 12* o.c. in field. Attach 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATE �t 5/8" thick x 8% cut' coral finished stucco bands 2" x 4" top plate II 1/2' drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 14" O.C. base —board 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with hbermesh OR Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #IIL51.12 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 felt underlagment installed with min. 4 aide laps and V and lope 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 NEI li �I COI �I VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts m amgl °�aden trine Building Core., uArchitects ll - Plarnere "teoTel 411 S.E. Coconut AvenueWINDSC T I : (112) 281-8258 Fax : (112) 281-8283 Lakes E-marl: bradenaai®comcast.net (pafilsll Lucie County Florida ce...". a1 aaaa/ 4tAAs%nnnna13 L. FRONT ELEVATION. SCALE: 1/4' - II -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" CDX Plywood nailed at 6" o.c. dges in field and ewith IOd ring shank galvanized nails into truss webbing. SCALE: 1/4' - 1'-0' 8'-1° BEARIN iIRV 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: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category- II Wind Velocity: ILS mph ultimate Mean Root Height: IIII'-OO' Root Pitch: 4.12 R%ax., Internal Pressure went: td_le Subjectability to domage from: Weathering: Negligible Termites: Ver emy Width of Roof End Zone: 3'-4■ Wind Speed: IL5 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x O.L = 0.126 AS' deal n Load Combination: ASCE 1-10 Section 2.4 DII DL+O.LWL: O.LDL+O.t#ML Components t Cladding Wind Pressure (NET) Root Zone: I. +20.L/-32.L pat Roof Zone: 2. +20.4/-51.0 pal Roof Zone: 3. +20.6/-84.0 par Components t Cladding Wall End Zone Width: Components k Cladding Wind Pressure (NET) Wal Zone: 4.+35.8/-38.1 pal O� Rout done I Wall Zone: 5. +35.8/-41.8 pat Wells Z«�e 4 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3pal Shear Walls Considered for Structure? Yes Continuous Load Path Provided? tilt ® Roof Zone 2 YYeeaa Wells Zone 5 Are Components an Cladding DIII Provided? Yes END ZONE Minimum Sal Bears � Pressure: si" Presumptive: Test: IN S E RODUC ' ra )VAL FOR -IMA T PROTECTION- F R Ov .�1N .ter .. " Cornero • Zones ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: -AlL pat FLOOR DEAD LOAD:- pal JOB ADDRESS: Model: Date Drawn ROVlslons : 3-28-18 5-23-18 Garage floor slope and R E A F7, sin detector revision Drawn by: °a POI LEFT a y� ( �eck� s ca"N CO P ?. Sheet or-inril Impact OP 5 a- \v VJ- 0`11u.111VIL, COPY s�" (Lff C Counter top - verify tgpe with contractor FLOOR PLAN Race" top plate "w x 3/8"d 4°- for steel support aGngle A S P O S T D we detail an this sheet TYPICAL NOTES: SCALE 1/4" = 1'-O" C H ETAII- N.T.S. C I. Contractor to verify ALL notes and dimensions prior to 3L" high by 4" diameter Proceeding work. k. steel crash post. Floor Steel countertop support angle Install from 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 - expansion bolts 3/8" into 6" each end and- one in center acounter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) we angle detail a minimum 1,400 P.S.I. fiber stress. G„ A No dissimilar metals to towch 1/2' drywall S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2/2" 2%' ALL Concrete used for vertical filled cells, cont. tie beams etc., to %' '/2" shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ° L. Drywall at ceilings shall be leveled and attached to bottom chord 03/8, 0 2%" of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 2'/i' 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 0 0 r 1 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 2'h" 2h' surveyor to set in field. s„ y=, 13. Separation between residence and garage shall be per FBC R302.4 G" 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 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. R314 - see permit info box of code edition 18. Ggpsum board material shall conform to ASTM C34, C19, C415, C514, C430, C931 CdT60, C1002, C1041,C1111, C1118, C1218, C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max spacing of Nall wan options for g drywall Spacing in installation of into Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1• IT 13ga 13/8" long with 19/G4" head 0.098' diameter x 1 1/4" long /2 annular -ringed or 5d coder nail 0.080' dia. 1 5/8' long with Walls Direction 1L 8• IG` 15/64' head R Ggpsum board nail 0.086' dia. x 1 5/8" with 9/320 head. Ceiling Perpendicular 24" 1' IT 13ga 15/8' long with 19/64" head 0.098' diameter x 1 3/8' Id+lg annular -ringed or Ld coder ni s 0.092" din. xx 1 1/8' long with Walls Direct I6" e' IL' ion 1/4' head OR Gypsum board nail 0.0915' did• x 1 1/e' with 19/G4' hood. 12" x 12" Concrete column block filled with concrete and (2) #1 bare Vert. tied into lintels above -� Base cabinet �+ 2' x 8' wood studs at III o.c. 2" x 8' PT wood plate KITCHEN ISLAND FRAMING DETAIL r 4 MASTER i�l .0 2" 1 �`a` BATH �� I j 2"1 1 I LAv-i KITCHEN mni a"�' ���.� 1 1 7 AAV 2.4 LAUNDRY 2. 1 I fig 3' I I 1 LAY-1 I LAW 2• 2" 2" LAVi I l 2' 2" wo-i I 'mwB BATH 82 2" 3' 3 SANITARY RISER rite Window Schedule Mark Size Rough O en. Window Description PRESSURE ZONE I. 4'-6i."x 4'-L %" 54k."x 54Y." Single Hung ZONE 4 2, 1.'-2ya"x 5'-3%a" 15• x L3W, Single Hung ZONE 4 2'-2' x V-24" 21'/z"x 38%' Single Huey ZONE 4 3'-10 x 5'-3i' 38' x L3'i;' Single Flung 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 by contractor with manufacturer a specs prior to construction on sheet I 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru AIO&L, A108.1, A118.1, A118.3, A134.1 and A131.1 20. Cement, fiber -cement or glass mat ggpsum backers in accordance with ASTM C1288, CI325, OR C1118 and installed I.A.W. manufacturers recommendations shall Schedule be used as backer for the wall the in tub areas and wall panels in shower areas. ppj' 21. Insulation including facings such as retarders or vapor permeable members installed Mark Size Rough Opening Door Descri tion PRESSURE ZONE Within floor- ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke A 41 X 1'-O" 108' x 84" overhead Geroge Dos' ZONE 4 developed index not to exceed 450 when tested In accordance with ASTM E 84. B 3'-o" X 6'-e' 41•',,, x 8SN" Fiber loss Panel - Inw ZONE 4 Insulation shall comply with F.B.C. R314. C L'-O• X L'-8• 14' x 81 iz" row Metro BddNag GIsM Door ZONE 4 D 2'-0' X V-8' Solid Core - Wood - L-Penal-Br-Fald Finished 24' x III F2" R 2'-6' X V-8' Solid Core - Wood - 6-Panel F 5'-O• X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G '-8' x V-8' x 1 �;' Solid Care Wood, Steel, or Masaste Dow H 2'-8' X V-8' Solid Core - Wood - 6-Panel J 2'-6" X 6'-8• Solid Core - Wood - I. -Panel - Bi-Fold Gulf Coast Supplg 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 ALL Exterior doors to withstand pressures stated P in permit Info P (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V end box On sheet #I 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 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL deck to trusses using attachment detail on this sheet WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction Simpson HETA 20 a equal hurricane anchor at each truss 12 Masonry Beam with (10) 10d x 1 1/20 nails PRE-ENGINEERED TRUSSES ( 24' o.c.) supporting Max. 41 at 24"o.c. TYPICAL I' x V P.T_ Buck nailed block with case hardened to nails / 18101ba. uplift ( h d J. P ) prior to door attachment s op rawings y manu acturer Aluminum Drip �� Edge E Fascia R-30 blown fiberglass in bottom chord or trusses 1/2' drywall with smooth finish 2" x L" Sub -Fascia Kaycan full o vent vinyl soffit installed using 1/8' die shank x 1.5' long galy. rodnp nails with 3/8" dia. head per product approval - we chart "at 81 Two rows of beam block filled with concrete and (1) #5 bar cant. in each row. Substitute precast lintel filled with concrete and (U #5 bar cant. For bottom raw over openings 1/2" drgwall over I" x furringg strips at 1V o.c. with R4.1 fi-foil _ 5/8' thick light textured stucco on typical concrata block construction Insulation on typical 8" Block walla 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 R601.I and Mortar Jonts shall compTg with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers. tuba etc...) W #5 bar Vert. w/ 30" overlap at each filled cell Wood Base F111 cell with concrete and O #5 bar Vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete &lab with fibermash OR Vxb' #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Grade .......:.. :.. : : .. �..... , :..... ..... - - 4 14' x 14" Concrete footing with (2) #5 bars cont. and #5 TY fi I C A L SECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-0' Attach buck to block wail with 1/4" die. Elco conk screws with inn. 1 1/40 penetration at 12' o . max and 4' max from each corner thin Exterior tam 2' x V PT Buck -or owl amin 88 weed scram this jamb into buck Detail Price each aid Is• "..ax and at Door to dear attaehawrnt NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION r Install winds" thru buck into block with 3/I4' top -con with 11/2' penetration at 60 oc. max from each earner and 20.' oe. max them r st .Imils and 20• cc. mqm Exterior face at head and will per product approval _ of wall Buck to be 1' x 4' PT O 1"x4' P.T. Buck nailed to D a t a 11 a t W I n d oW 5 p xk with raw hardened nmis rior to window attachment NTS IT Verify attachment hole location with GC prior to fabrication 3/e" thick G„ steel bracket Install SGD thru buck into block with 3/I4" tap -con with 1 1/2" penetration at V o.c. max. /from each corner and 20." o.c. max thereafter at head per product approval Use 3/I4," tap -con with 1 1/2" penetration at L" o.c. max. - from each corner and 20" o.c. max thereafter at sill per product approval I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door COUNTER TOP BRACKET DETAIL 35'-O" 12" e'-10Yz" 12" 8'-10Y'2 15'-3"31, u EGRESS Filled cell under girder above PORCH ° WIRE LATH t STUCCO CEILING 19' -9" I4'-01, MASTER © o BEDROOM o ° o o ° ° ° o 8'-0" A.F.F. Flat Ceiling I o I I O VarotV to be I 34:z' high 8'-O" to 9'- " A.F.F. Rod E Shelf Vaulte Ceding _ GREA� ROOM NI m I �I OSE� lest Ln ma m o o N I Rod E Shelf �„ m n � rL m 1 WASHER DRYER 2 O I in 5'_3• � :a J LAUNDRY Ln (D 0 Vaulted Ceiling [DINING I V arias yy to b 4 ROOM I _ I I 3'1 112 hi 42" 18' 3/80 thick steel counter tops to TLn cos ter top supports �0„ overhang wall 1.50 ;r I I 5' counter t a to eq 6q- overhang wail1.5" L„ c P - - - - kr! w CAB 00 I Dw I ° ° +41" high wall I I " SECOND I KITC 1HEN BEDROOM o 8'-0" to 9'- " A.F.F. 8'-O" A.F.F. - O M Vaulted ifedin9 pper cabinets to I Flat Ceding extend ove; Ref. I I cR wave I J NON VENT REF. I„1.g. ° 38' CLEAR ' n �' IT-S" L - - O - 1 PELM'G �^ - M t o- m B-a Batts badahon M Provide auto ° THIRD ° 44 4 Steel Ballardlie closer See detail on this wheat E in r W �� BEDROOM r X ? / L-�` _8'-0" A.F.F. Flat Ceiling Flat CedingARAGE� lock wall ing agat l be MT ° ° °struck block-01,R-a Batt@ lnwjWtwn G'-4" 150 Am Provide auto Panel p EMERGENCY closer r--- -------------1 EGRESS -----------------� O I I B I In i- I li \n IGOLF CART M I GARAGE ° ° 0 0 0 0 0 0 0 o a o 0 ® 9'-O" _2'-8" " _ I L'-4" T-8" T-0®_ I T-8„ n Masonry Wall _ Bottom' Trec Typical Flooring sill Install SGD thru buck into block with 3/I6" tap -con with Sliding D oor D e t a i l I penetration at L" max. fromom each corner and 20." ." o.c. max thereafter at Jambs per product approvalJd R16 At Masonry Wall NTS Braden ! Braden AIA, PA Wunne Building Corp. Architects - Planners 411 S.E. Coconut Avenue THE j ND S O 7 Tel (112) 281-8258 w Fax (112) 281-8283 5 anish Lakes E-marl: c«...,« =1 bradenaiascomcast.net arnn AwaZ it®ennz� S Lucie County Florida a ul IV w 8_ r_ LU H V- a- iln Square Footage Breakdown Total A/C Space = 1.153 sq. Pt. Covered Porch Total = 212 sq. ft. Garage ec 459 sq. ft. Total Cubic Ft = 14,024 under Roof Total = 2,484 sq. ft. Date Drawn Revisions : Sheet Comm # REAR 3-28-18 5-23-18 Garage floor slope and smoke detector revision PORCH Drawn by: 2. 15-158B LEFT c.c.U. Checked by: Impact ®.R.B. OF 5 .7 I NUl".... I UNt'tJ-. INk/ I ZZ.7 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 COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. SOOO PSI BE 3000 PSI OR 4.000 PSI 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. -I- 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 #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t 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. 1- Any changes to plans must be submitted to the architect SCALE: 1/4" = I'-O" for approval before proceeding with construction. 2- Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and I #5 bar Vert. at 48" o.c, max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to T-I1" i 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 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 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" 30" overlap EE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled call ECTIONS one 45 bar continuous Vxb" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill FOOTING SCHEDULE Mark sacs Description I How x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 140D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x 16"D 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 0'-0' 12"W X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4' concrete slab with fibermesh OR uicnuc VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade J_ m `_ 17= _ mE, I III 8" — I I 14% x 14"d concrete monolithic ' PORCH SLAB EDGE DETAIL LI III I footing with (2) #5 bars Cont. SCALE 1/2" = 1'-0 " 14" #5 bar vert. w/ f I TYPICAL FOOTING DETAIL = a0 overlap cell SCALE 1/2 I -O SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR b ,List curb hel ht 6"x6" #10/10 WWM on 10 mil Visqueen over based on gar. floor 4' concrete slab with fibermesh OR clean compacted termite treated fill slope. VxV #10/10 WWM on 10 will Visqueen over #5 bar cunt. #5 bar in curb clean compacted termite treated fill O'-O" a F.F. a Grade #5 bars Cont. bottom steel 14% x 14"d concrete monolithic —II—III—III' footing with (2) #5 bars cont. 12" 14„ 2 DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-0" GARAGE CURB DETAIL 12' x 12' concrete column SCALE 1/2" = 1'-0" block filled with concrete and t81 bars Vert. trc into linintels above d Verify house slab 4" concrete slab with fibermesh OR height in field 611x6" 910/10 WWM on 10 mil Visqueen over 9 To of rooter clean compacted termite treated fill 16"pbelow finished f1o�r #5 bar cont. LE 1/2" = I'-O" SCALE 1/2" = 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 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 6" 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 N-r CJ IN PERMIT INFO BOX ON SHEET #1. 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 O Double Filled Cell Column Single Filled Cell Column NTS NTS 12' x 12" concrete column block Filled tJ PT. r- /A I I tJ / a L with concrete and (2) #1 bars vert. tied I O into lintels above 1 I 8'-10Y2" 1 e'-IOYz" 15'-3" m 10,-0" w n I° I O ° ° ° _i_i_i_! _ J ° J Filled cell under r FI girder above o I FI I 0 O " 4 p Rear Porch Slab to L FI p ( NJ- be poured separatelg I O from House Slab. a• N g to w I I AI 24 mcxel4 'd oxln24"L O I under filled cell ° ° ° ° under girder bearing. _ _ e' --I I FI Rear lPatio/Sla-7o 4 FI I I be flush with bottom of ° slidin door recess. I Slope I" I I -; FI I I I I I I I I o 4" concrete slab with fibermes OR ma. I 6"x6" ##,,10/10 WWM on 6 and Visq en over ;0 2 v I cleai compacted termite treat fill Ir I F to I I I I ° I I WASHER ORYEOR I I FI �I I i ==JI °I I o I FI I I I r I I I I I °I I I I o I o W �, I I DtU o o I I I I °I I I I I 6"xA"" Mcrete slab /10 WWM onto mil visqueh fibermesh®Rover FI cleai compacted termite treated fill I I MICROWAVE NON-VPNT RED. 2 3e' CLEAR APENRIG -- --- i A/C V I I I I #1 " 4"4 See Steel Ballardope" detail on this sheet I I I 1 A ttat Aaeaa I i U, I ul I I I a0 I 1 5-43-18 I� 0 I 5-23-18 I ' —J I ICo I O O • O" O I cv I 150 Amp ° I I 4' St! p l Panel 1 °I Ia I I I 5 ©I � J 5 _a °I 131-0" ° O I o N 13'-0" 1 I I 6-41, I 5-28-Ia I I L-- Q I I 5 Q O — -----� ° ° _J O 1.5" Recess for 10 ° 0 " ° .5" Recess for ° [ °I Garage Door I ;o arage LJoor go" Braden 0, Braden AIA, PA Wynne Building Corp. Architects - Planners S.E. Coconut Avenue THE W i N D S O R Telel (112) 281-8258 I Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaiaecomcast.net A+iilrr'+ 12-1'44gq/- S®or_nnnn0A� 5't. Lucie County Florida 9'-0" 9'-O" n Date Drawn Revisions : REAR 3-28-18 5-23-I8 Garage floor slope and Drawn by: smoke detector revision PORCH C.C.U. LEFT Checked by: D.R.B. .B. 0 I r later and n either s xise flew service k Sheet 3. OF 5 Comm # 15-158B Impact ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = ed ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgywood 4. Use nails or cr sews bas d on press re for root stated in permit in box on these plans for zone 3 Kea Area Ede Field Fastener Max essure Zone 1 6"4 „ 8d ring shank 45 psf Zone 2 4 816" 8d ring shank 14 pef Zone 3 4 88 41, ed ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 1112.5 psf ** Use nails or s4rews based on res$ure for r of stated in permit info box on these plans for zone Concrete / Lintel umn Provide #5 bars with min. 48 bar diameter* overlap into beam. Tie filled cell steel into continuous beam block steel. ti Provide #5 bar set in pre -cast O O F FL A N Scale : 1/2" = 1'-0" lintel into beam where length or the opening calls for it. — O L t 1 1—nil Oi+ I t Il t d t Il I7 Provide Cast -Crete -� - " dal 8u8-OB/OT precast --- - — --- - lintel set in mortar Mtn. 8' Bearing `_ — 1 - — _` 1- - - — - Venfy with Plan 12"x 12' Column Block Rebar Rebar 48 Bar Dia. Min. Overlap to Lintel Is PT Buck ad per jamb into Pilled ci 4' Pre -cast Sill ver wings a un ass O erwtse n0 a On 10 s eat — 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 oared Filled Call — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction cv 'Q Provide #5 bars with min. 48 bar W �iametors overlap in filled cell. Tie filled call steel into continuous footer steel. L Concrete Footing = T (see tooter for exact schedule sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I' —On Attachment H NTS 1/8' thick figght textured stucco Ins ASTM C 926 over ASTM D tgpe wire lath nailed to substrate through ASTM D Tgpe 2 felt paper using to be 19/37' CDX Plgwood nailed and edges with IOd ring shank nails SINGLE rLY PEAR GIRDER TRU69) Nail 2' x 4' bkx to vortn log of tress asth IOd x 1.6 nails at 4" r c. I SmipasinnMMOT rinto , d .bem end f2Z) IOd 1am is- . a tg t TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT tailed per 2 paper backed one lager of Bid nails. Substrate at 6' o.c. in field into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 21 ge. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max abating over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin cap& and with 1.25" ring shank nails syaced 6' o.c, at all lope and two staggered rows 12' o.c. in field. Attach eck to trusses using attachment dotal on this sheet Additional recast Lintel „ „ „ „ #6 bars Lintel Bar Clear A B ,; i;tnom Length Length Span Bars Bars rigµ 1.y 7 't 1 i 2'-10" 2'-8" I'-6" 2.#3 none ----� � ---- e •---- Al 3'-6" 3'-4" 2'-2" 2,#3 none BPB-OB/IT BPS-IB/IT 8PB-IB/2T /Additional 4'-O" 3'-10" 2'-8" 2 #3 none #5 bars ,; ,rytf' 4'-6" 4'-4" 3'-2" 2.43 none CLEAR ., 3i y. ns Row of "H' ,-,•:.:^'~i,; t>y f S01%k Above :o 5'-4" 5'-2" 4'-O" 2,#3 none 2,#4 none P . Precast Lintel P •� ;•,> ; 7 Additional 'r'"i i 6'-6" 6'-4" 5'-4" 2.44 none i #5 be i t----a T-O" 6'-2" 2 #5 none SIG-ID/IT 8P16-I5/2T NOTES: 8'-4" 1'-10" Z'-O" 2,45 none I. min. coverage of steel=1.5" 2. min. bearmg required a ea. endI ALL reinforcing steel is grade 40. 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) I LINTEL SCHEDI. E Mark Windows or D Urnt Width Lintel 8ise Cast -Crate Specification Rome 'H' Block Above Blanes Stool SMe Top Steel coravrtgpitt Lewd aeLF) ax and Rrua) Max Lateral Load (PLF) L22 X-2' V-6' 0F8-OBAT I 86 3064 6i69 1024 L31 �' ®", '— 4'-O' SPS-OB/IT I 86 2541 rb63 193 L46 4'-6' W-10' BPS-OB/IT I 86 110E ,09 339 LSO 5'-0' 6'-V BPS-OISAT 1 #6 1238 SAS 121 L60 6'-B' 1'-6' are-OB/rr I 86 log 121 534 LBO V-O' T-4' BPS-I8/2T 1 86 2 86 162 691 612 L10 T-O' 10'-6' SPS-I8/2T 1 85 2 #6 643 530 401 L10B T-O" IO'-6' BPI&-SS/2T ONE 1 85 2 #6 1633 us 401 LI00 10'-O' II'-4' BPS-I8/2T 1 86 2 86 982 494 452 L1008 IC'-O' II'-4' BPI6-63/2T ONE 1 85 2 86 is" RM 452 L120 12'-O' IV-4' BP8-IB/2T 1 86 2 86 411 429 324 L1209 r2'-O' 13'-4' BML-95/2T ONE I 86 2 85 101E 110 324 LHO 14'-O' 16'-4' BPI6-6/2T ONE I 86 2 86 1290 409 259 LI&O I&'-0' 11 SFB-18/2T I #6 2 86 Soo M2 M4 LWS W-Off 11 BPI&-S3/2T ONE I 86 2 #6 q60 900 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 LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10 x 1 1/2' nails - ( 24" o.c.) suppporting Max. 18101bs. uplift Aluminum Drip _ Edge t Fascia 12" 2' x 6' Kagcan full o vant vinyl soffit installed using 1/0' dia shank x 1.5' long gely. roofing nails with 3/8" dia. head per product approval - we chart sheet 91 12' x 12' concrete column block filled with concrete and (2) #1 bar& vert. tied___ into hidals above thicken edge to 8"x8' with concrete and one #5 bar continual BEYOND Top of tooter IV below finished floor IIIIIIIIIII; RII IIII �'IIIII111111� All III „ 12 4 1 1/2" thick stucco on Aluminum Drip Edge t Fascia Flash and Counter " Flash Nail ledger to gable end truss with (2) IOd ils at each web 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each Pilled call Rear Patio/Slab to be Plush with bottom of sliding door recess. Wood Base a a � X L Q a-i Oq m N q O d W� a 2 a of U E_ O OD t D u C'4 Brace Gable end with 2" x 4' SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss 'RE -ENGINEERED WOOD TRUSSES a 240o.c. TYPICAL ( shop drawings bg manufacturer ) " \R-30 blown fiberglass in bottom chord or trusses I/2' drgwall with smooth finish Two rows or beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 or Cont. for bottom row over openings 1/2" drywall over Is x furringg strips at 16" o.c. with R4.1 fi-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 ,i and shall meet all pertaining ASTM codes. Mortar to be Type 'M" onlyy proportionod, Der FBC R601.1 and Mortar giants shall coinplg with FBC R607.2.1. Provide Du -Rock at all wet areas (ex showers, tubs etc...) Fill call with concrete and (1) #5 bar vart. (tgpwcal). p Max. spacing &hall not exceed 48' unless otherwise noted r see foundation plan notes for spacing at openings 4" concrete slab with Pwbermesh OR 6'x6" #10/10 WWM on 6 will Visqueen over clean compacted termite treated fill �LL�— ill Im � I FI T Ical III_ III Section at l=ront fi orc� 3 yp Scale 1/2" = 1'-0" n H W Provide doBnapout trap trues to wall using Simpson MGT with Simpson HETA 20 dia. into threaded rod with min 12 beam either wet set or in embedment epoxg with hurricane anchor et each truss (22) IOd nails into truss. Add leg detail blockingg to 24" O.C.) supporting Max. truss per on this afieet ETA 20 1810 lbs. udlift 11FAVOMWA, FEWA MOVE IN H =A1 FAMMAPAr --rMA I i M WA JA I us / 0 QiE�?.�� \ <EI 200] Provide for gutter Simpson HETA 2, hurricane anchor at each truss Provide doerispout ( 24" o c.) supporting Max. 1810 lbs. uplift C4 W to a x OU cv v m 4 H 1° a- N n. X-C a Q � �c^n a1p ti W o0 Ems_ OD u (V s FILE COPY -2-19 PANEL "A" Poll" BR Load Wire Dosenptan owes erdi Description Wire Load BR Poles I 20 1.2 ke a12 Rerrgerstor I Rande ai 12.0 ko 60 2 1 20 1-2 ko a12 Clothes washer 3 I 20 1.5 ko $12 Kitchen S.A.C. 6 L D er s10 5.0 ks 30 2 1 20 1.5 kw a12 Kitchen S.A.C. I 8 1 20 $12 Bwthroom Rocepts 4 10 Arc C #10 5.0 ko 30 2 - 1 20 1.2 ko $12 Orahoseher 11 12 1 20 1.2 he e12 Microwave 13 14 Ae s10 6.0 ks 30 2 1 16 - a14 General Lghteg Is 14 I I6 - a14 General Lighting 11 18 WH a10 8.0 kw 26 2 1 15 - $14 General Lghtmg 19 20 1 15 $14 General Lighting 21 22 GDo s12 0.81 Kill 20 1 1 I6 - 814 General Lghtmg 23 24 Spore 8pen 26 26 Span Spero 1 2T 28 Spare $pore 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description atm. Watts Total(Watts) General L�ghtmg l3, watts aq ft) ...................... Small. Appliance. Circurt(s) ........... . . . .. . ..... . . ......... ,Range „ ......... ......... .................. ........... .Refrigerator.................................................. Micrawave..................................................... Dish.Washer................................................... Clothes, Dryer ................................................ Water Heater, Garage.Door.Opener....................................... 1135 3 54105 2 1,500 3,000 1 12,000 12.000 1 1200 1,200 1 1,500 ISOO 1 1,200 1 1.200 1 1.200 1.200 1 5 000 5,000 I 4.5 4.500 1 810 810 Total Watts 35AI5 First 10000 Watts e100% 1 10,000 10,000 Remainder 25r IS e40% 1 O 10.244 Electric Heat or A/C 10.000 065% 1 10.000 10.000 Calculated Load Watts 30.241. Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 124.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Double Pole Satoh ® EgAdl Recessed e Push Button Switch .Sf Exhaust Fan -8 Dupwx Outlet Calling Mounted Light -0 Special Receptacle ♦ Wall Mounted Light aterpr grounda t orciat Light nth Pull Chain (attic) ® Floor Duplex Outlet a Comilli" Connection Jack ® Carbon Manmade Detector 4t? Flood Light Q Thermostat m Electrical Panel ® Central vac iaJ Electrical Meter ® Smoke Detects Ceding fan ® Television Jack ® Telephaie Jack A DISC A/C Disconnect ® I x 4 Florescent Light ® 12 x 4 Floreacent Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN O -THERMOSTAT LOCATION B/A = BALANCED AIR PORCH 141 CFM IOxlOx1 GREAT 141 CFM IOx10x1 141 CFM IOx1Ox1 tZ•• 12W2x1OO r-w 12" 124 CFM IOxIOxL /MASTER BEDROOM 9 CFM LOSE WASHER DRYER LAUNDRY IAI DINING I I ROOM I I F-s I 1,01 V T Ir1w i I I I OW MECHANICAL LAYOUT I ° SCALE: 1/4" = 1'-0" I I 1 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. tt2/0 AL SER Cable ILF-1 (3) Ill THHN Copper With #1 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve AMP MCB into attic MCB PANEL AHU PANEL 200a rated 200a rated meter can %1 meter can n Intersyatem bonding 2" PVC ( FPL Termnation Pont 2" PVC ( FPL)-� schedule 80 schedule 80 2' naid service FPL 2" riaid service f°PL rods I I I around rods bonding Pant 124 CFM IOxIOxL KITCHEN 3 TON I BEE MANUAL I NON MICRt:a NJ' and Energg Calculation L - - - I or Unit into A/C W.H. #I 4'4 Steel Ballard See detail on this sheet 22' x 64" 1 Attic Lin"' GARAGE r----------------- i I I I I I I I I I I I I 20x2O r� i I 124 CFM IOx1OxL 50 CFM Ill CFM 12xGx1 1 SECOND BEDROOM 12)d2x8 IL" B/A THIRD BEDROOM I I ? I 100 CFM I = I I IOxLxlA �a{ ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTs I I - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. I I manufacturers recommendations which manufacturers recommendations which I shall be verified prior to construction shall be verified prior to construction I - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a less than two from 20. All equipment and panel sizes shall be verified before 2. Provi a and wire all required smoke f Carbon of period or not years ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the conditions. 3. Contractor to verity location of electrical year from closing sale of house. ,lob 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 bg others. 5. ALL exterior outlets to be WP/GFCI protected other phase of Installation that may 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 any 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. S. A/C Return Air Balance Must comply w/ FBC RMIL02 the requirements necessary for the equipment to be placed in 9. A/C RdefrigArgrLt lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-I' shall be installed in metal EMT see a in conduit. 10. ALL A/C Equipment shall comply with energy calculation Il. All work shall be done in accordance with the N.E.C. and II. All work shall be performed b a licensed electrical shall comply with all local codes and ordinances, and shall 24. D�ryger Vents to be installed per p 9 meet all standard requirements of the local electric utility FSC RM1502 contractor, the completed system shall be fully operative. and telephone company. 12. Contractor shall pay for all Tees. permits, testing, and inspections including blower testing where required. 18. The electrical agstem shall be completely and effective1 13. All work shall be coordinated with other trades to avoid grounded as required by 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 lability and propertg damage for the labels where applicable. `h% duration of the work_ 150 Amp Panel GOLF CART GARAGE I I 1 I I I I WP GFCI Install owlet under disc. � not shown for Ll clarlty -s Wire For Front Post Light PORCH WP GFCI Ile MASTER BEDROOM I I I G Fcl / I GREAT ROOM _ ° LOSET FCI I �11 \ WASHER DRYER \ LAUNDRY VP DINING I \`� �\1 ROOM I / ° I ma's F M 101 i I II " - Fr P� I i 1 7I ITC jHE� II 1 GFCI ® MCRRCaaA1LI I r!A VENT - REF. Ge-0 -O EN AR \ \ GFCI GFCI - A_ - W.H. GFc U Steel Ballard / e detail on this sheet I / r 2:e xe >li I I Attic -r o / I I OPTIONAL PANEL / LOCATION / i� 11 SECOND I VEDROOM 1 1 THIRD ---BEDROOM i 19 it \ GARAGE /' \ / _L GrCdb GFCI � \ / / Lei 1 I50 Amp GFCI / \ / GFCI Panel r-------- ®=------� -ram _--------i 9 Garage ^ / Garage Door I w� I Door Opener I \ ° I Opener GOLF CAT � I I 1 ,4I I GFCI I I to garage nights GFCI I I iv N iv n WP GFCI ELECTRICAL FLAN O Post Light with Photo call SCALE: 1/4" = 1'-0" Center Post Light between drnremogs Attic Ventil3d Calculations Total Attic Space = 2101 sq. ft. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Braden t Braden AIA, PA one Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm # Architects - Planners ITHE 4=20=14 5-23-18 Garage floor slope and smoke detector revision 411 S.E. Coconut Avenue Tel : 1112) 281-8258 III j�I j''� C� `� (' `+-� `✓ ®� H Drawn bg: Fax : (112) 281-8283 C.C.U. Checked bg: Impact S anish Lakes E-mail: bradenais comcast. net Stuart FL 994 #AAC000032 S . Lucie County Florida D.R.B. OF 5 i ,�