Loading...
HomeMy WebLinkAboutBUILDING PLANAIj 0 6 , SIB ST. LUOIa Cuunty�i=g 12 4 1 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 21 go. 5v crimp metal roaring attached to plywood deck using #9 x 1.5" wood screws wish 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' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails epaced to o.cat nil laps and two &to,ggtired rows 12" o.c. in field. Attach deck to trusses using attachment detal-on this sheet \ Finish Columns with 5/8" thick x 8% cut 5/8" thick cut coral coral finished stucco bands finished stucco bands LEFT ELEVATiON SCALE: 1/4' - 1'-0' ST. LUCIf9ii C) E C01JNTY BIJ PLANS A HERMIT M S F I(FPT ON JOB SITE OR 0 INSPECTI S) WILL BE MADE FILE COPY Gulf Coast Supplg and MFG 5v Crimp Metal roaring FL #II01.12 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) SO Ib felt underlagment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails dpe s aced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach ck to trusses using attachment detail on this sheet ---------------- E GRI=S PER D 5/8' thick light textured stucco on typical concrete RIGHTELEVATION block construction SCALE: 1/4' - r-O' 5/8" thick light textured stucco on typical concrete block construction 12 ,SLOPE 14 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 15' wood screws with self sealing washer at 12° o.c. max seating 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" rill shank nails Ta aced L o.c. at all laps and two steaggered rows 12 o.c. in field. Attach �wL Yw Y.�;uas �u�ww �Yl.il.w�awY .laY �tl ww Y1. .1.as+ 5/8" thick x II cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATiON SCALE: 1/4' - iI 12 4 1 SLOPE, Gulf Coast Supply end MFG 5v Crimp Metal roofrnQ FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood lack ueng #9 x 1.5" wood aerewa with self asahng wash@^ at 12" o.a. max spacing over ASTM D !type 2) 30 Ib Pelt underlagment Installed with min. 4 aide laps and L' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L oic. at all Iappa and two eta9gored rows 12" o.c. in field Attach deck to trusses using attachment detail on this sheet 12" 12" O.H. H. ao. ®®®® ❑❑ . .e ------------------0-0" _Finished Floor ®®® 5/8" thick x 8"w cut Product Approval Submittal Affidavit OQ�PI8ohedu1a 8wbta Dooew, overbaad Doors, aLdina Doame, windows is i� A Product Model / Manufacturer Glass Attachment method �W.U. Date Design Pressure pprol TeoU 1,2,3 i4 FL# 239.3 Single Hung SH-100 Impact PGT 5/16" Upc o/ ■n 1 3/a" penetreero�i t,op� r"ad" sp�e�Kd M$, =t appro ldheie to + 80.0 PSF A IL-0330.02 Overhead Garage Door 41- maxoJilit aidt811 I6'-O" max height DAB " "s,, r .�. +i.. ��at" Etc " Mir 10-9-21 + 50.0/-60.0 psf B FL# 16614.1 Fiberglass smoogeh Pro/ Jeld-Wen da ts�c girth an 125' embedment at 3' max ers and °bl'' tie max theredter n head raYd pmbs IZWL + 50.0 PSF C FL# 251.5 Sliding Glass g Door Serves 110 SGD PGT I" nom "er" Tgpe GSA2 tapc a/ sin I /4' eu o e w aoiialfa�Mn to± edge ilirtancea ed n Product approval LO.O PSF Product N Model 0 Manufacturer Attachment Method TWT Szpiration DDaattee D ftrand �U Mullions FL# 24I.1 1" x 2 3/4' x .3'i6' PGT Install per fastener type and apnsngs shorn in Table IA and IB n product approval on sheet 5 of 2. + 58.0 PSF Hoof FL# 11651.12 5Y Crlm MotelmpGulf Roofing and Coast Supplg manufacturing 2L pe. 5v trim metal roofing attached to plgeood deck using s9 x L5' Wood ac • sitph "it o"I washer at 12' o.c. max a over ASTM D (type 2) 30 Ib :sit wWwW" erit installed with me. 4 ode lop• and L' end laps fmtgnsd nth eo7won resistant to and with L2 ' ring shark mob •appaeF�ad L o o. at all I" and too ram 12' o c. in III Attach oek Lo truces using attachment d on roof plan - 108.5 PSF Siding stucco on Black soffit FL# 12198.3 Model T4 12" vented vinyl 801 Kaycan Install using 2' x 2' battens at L' o.c, screened to soffit framing using #8 x 3 wood screws at each truss. Install adrrt to betters using +55.O/-35.0 PSF Hurric Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 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 L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. �_ M MMI_1 MM M M-� = n I=I I- I - coral finished stucco bands FRONT RONT ELEVATION 2" x 4" top plate I ' 1/2' drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 16" o.c. base -board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibarmssh OR VW #10/10 WWM on L mill Yisqueen over clean compacted termite treated fill Interior Non -Bearing Partition nits Braden t Braden AIA, PA Wunne 13gilding Corp. Arehltecu — Planners S.E. Coconut Avenue THE I E W i N D S O R Telel (112) 28'i-8258 T�i Fax : (112) 28'1-8283 S arnsh LakesE-marl: bradenaiaacomcast.net St. Lucie Count Florida Stuart_ FL '%49gG saer_nnnn�� ,r1 J SCALE: 1/4' - 1'-0' •-s /l 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 BwWmg Code Reardentusll: 6th Edition and ASCE 1-10 for Wind Loading Buddng Demi ul Enclosed Risk Category II Wind Velocity: I45 mph ultimate Mean Roof Height: Rod Pitch: 4:12 Internal Pressure Comfit: to ie Subjectabihtp to damage frail# Weathering: Negligible Termites: Vern Heavu Width of Rod End Zone: 3'-4■ Wind Speed: -AL -mph ultimate Wind Exposure C( Ication: C Adjustment factor for Expowre Height: 1.21 x 0.6 = 0.126 ASD dasi n Load Combination: ASCE 'I-10 Section 2.4 DL+LL; DL+O.6WL; O.6DL+O.&WL, Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 pi Rod Zone: 2. +2op.L/- �.O pal Rod Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: '- ' 33gg Components t Cladding Wind Pressure (NET) Wall Zonal 5.+35.8%-4'8i.e pal Components I Cla�ddddi�nng� Wind Pressure (NET) on Garage Door:+32.0/-40.3Pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided?yyA& Are Components an Cladding D rtaai i Provided? Yes Mirmaws Sal Bearing Pressure: 2.600 en_ Presmhtnre: X Bu oral hms ROOF LiVE LOAD. _31 pal ROOF DEAD LOAD: 10 pan FLOOR LiVE LOAD: -ffL per FLOOR DEAD LOADJ2- pal - Rod Zone I Wells Zone 4 - Roof Zone 2 tLLlt Wo b Zone 5 END ZONE - Corner Zones Rod Zane 3 JOB ADDRESS: \ Model: Date Drawn Revialons : Sheet Comm S REAR 3-28-18 5-23-18 Garage floor slope and PORCH Drawn bill: amok@ detector revision I, 1�-15$E3 LEFT C.C.U. Checked by: Impact D.R.B. OF 5 I I I FLOOR FLAN 4^ for Racetop pkte forsteel support tow x 3/80d angle � CRASH POST DETAIL '°' tea'' �^ thi. @Met \ TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. 1. Contractor to verify ALL notes and dimensions prior to steel high leg 4" diameter steel crash post. Floor ertop Steel count" sup en le proceeding with work. p g Flange with 4 - 3/e" Install L" from each end arW _ 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into center one in centa we angle detail counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5o ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 1/2' drywall 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 O L Drywall at ceilings shall be leveled and attached to bottom chord 03/8" 2�," Counter top - verify type with contractor 12" x 12" Concrete column block filled with concrete and (2) i11 bars vert. tied Into lintels above Baas Cabinet 2' x 8' wood studs at 160 me. 2' x 8' PT wood plate 0 I 6 of trusses with screws per FBC R102.3.5. KITCHEN ISLAND FRAMING DETAIL 'I. ALL wood In contact with concrete shall be pressure treated. v%' 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 by Governing Building Department surveyor to set in field. y," �2„ 13. Separation between residence and garage shall be per FBC R302.4 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater S. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 L. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 1. All exposed attic insulation materials installed on attic floors sell have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed roam 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 8. Gypsum board material shall conform to ASTM CS4, C19, C4-15, C514, Cil C931 C`lil C1002, CI041,C1177, C11'18, C1218 C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5!) Drywall Location Orientation Framing Hembbor Max. spacing Nall wing options for TMdtness Spacing or fasteners installation of dr wall into Nails Screws Mawmum wood framing mom ers 2" x min. threkness Ceiling Perpendicular 24" ," 12' 13ga 1 3/8' long with 19/L4' head 0.098' diameter x 1 1/4' long % annular -ringed a 5d coder nail z 0.080' dia 1 5/8' long with Walls Either Vol e' 16• Direction 15/64' head OR Ggpown board nail 0.086" dia. x 15/8' with 9/32' head. Ceiling Perpendicular 24" ," 12" 13go 1 5/8' long with 19/L4" head 0.098' diameter x 1 3/8' long annular -ringed or Ad coder nail a Walls Fit or IL' g " IL 0.092" din. I T/8" long with Direction 1/4' head OR Gyypwm board nad 0.0915' dia. z l T/e' with 19/L4' heed. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108,1, A118.1, A118.3, A13i and A13-1.1 KITCHEN 9' AAV 2 I "2 2" JL MASTER 00 BATH``i'" wm-i I y'/-1 ' LAY-iI LAUNDRY i Ism war2,LAY-Ii•,lH 2" J a C BATH *2 _ 3 SANITARY RISER nta Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-Ill 4'-L %' Ill Ill Single Hung ZONE 4 V-2Y;'x Ill TS• x 63 %4" Single Hung ZONE 4 2'-2' x V-2%2" 21k2"x 38%" Single Hung ZONE 4 V-1' x Ill 38' x 63'/;' simple 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 manufacturer a specs prior to construction 20. Cement, fiber -cement or glass mat ggpsum backers in accordance with ASTM C1288, C1325, OR C11 18 and installed I.A.W. manufacturers recommendations shall D oor Schedule 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 Mark Size Rough Opening Door Description PRESSURE ZONE within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics per q�_o• x Y'-o• 1oa• x 84• Overhead Garage Door ZONE 4 shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. a 3'-0• x 6'-8' 41•%' x iii Fiberglass Panel - I ZONE 4 Insulation shall comply with F.B.C. R314. C 6'-0• x V-e• i4' x 811r=" t01 """' Shining Glenn Door ZONE 4 D 2'-O' X V-8• Sold Core - Wood - 6-Panel -Br-Fold Finished 24• x 81 �" E 2'-6' X V-8' Sell Core - Wood - 6-Panel F 5'-O• X L'-e• Sold Cora - Wood - 6-Panel - Bra -Fold G '-8' x V-V x I3," Saln Care Wood, Steel, or Moseate Door H 2'-e' X L'-8' Sold Core - Wood - i-Panel J 2'-L' X 4'-8" Sold Core - Waod - L-Panel - Bi-Fdd Gulf Coaat Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ge. 5v eninp metal roofing attached to plywood 12° deck uang if9 x 1.5" ASTM D ALL Exterior doors to withstand pressures stated p in permit info wood screws wrath self sealing washer at o.c. max spacing over !type 2) 30 Ile felt underlagment installed with min. 4 side laps and L' end box on sheet #I laps fastened with corrosion resistant tin caps and wrath 1.25" rang shank nails spaced i" o.c. at all laps end two staggered rows 12° o.c. In Field. Attach detail GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL deck to trusses using attachment on this sheet WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET ill All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Simpson HETA 20 or equal hurricane chor at oQeh truss 12 with (10) I+'�Jei x I I/2 HMIs PRE-ENGINEERED TRUSSES I' x L" P.T. Buck nailed block with case hardened Masonr Beam to / g nails ( 24 P.C.) supporting ax. 4 18101ba uplift � Aluminum Drip '- Edge E Fascia 7 2" x L" Sub -Fascia Kall full o vent vmW wool mstallec using 1/8' die shank x 1.5' long gale. raring nails with 3/8" dia. hand per product approval - see chart shoat al 5/8" thick light textured stucco on tgpical concrete block construction #5 bar vert. w/ 30" overlap at each filled call Grade =1III IIIIIIII IIII� IiIIII,,IIIII���� TYPICAL SE at 24 o.c. TYPICA prior to do (shop drawings bg manufacturer) R-30 blown fiberglass in bottom chord or trusses I/2' drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute recast lintel filled with concrete and (1) 95 or cant. For bottom row over openings 1/2" dr wall over 1" x furring strips at 14" o.c. wlth R4.1 rt-foil insulation on typlcal 8' Block walls All drywall tote installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Tgpe ° oil proportioned per FBC R401.1 and Mortar joints shall cam . l; with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showerc tubs etc...) Fill cell with concrete and (I) #5 bar vert. (tgpical). Max. spacing shall not exceed 48" unless otherwise noted see foundatton plan notes for spacing at opernngs 4" concrete slab with fibermeah OR VXV #10/10 WWM on i mil Vlsqueen over clean compacted termite treated fill 14 x 14"Concrete fPctin9 with (2) #5 bars con MI #S T I O >� transverse bars at I,• O.C. Scale : 1/2" = I' -On Attach back to block wall with 1/4' de. Elio cane screw@ with 01n. 1 1/4" penetration at 12' me. max and 4" max from each corner thru for tau exterior 2' x V PT Suck te e8 Wood ecrau tea jamb into buck Detail "nenor to dear ettaehmeet at Door p each des tad b t mine and NITS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK ° INSTALLATION i r Install wmdaas thru buck nito block with 3/16' tap -can with 1 1/2" penetration at d' oc. wax from each carrier and 20.' ge. max there@fter at .IOmbs and 20 me. qx. Exterior face et head and ell per product apprevel of wall buck to be r x 4' PT Q I a I'x4' P.T. Buck rallied to Detail a t Windows lock with sate hardened beds prior to window attachment NT5 12" Verify attachment hole location with GC prior to fabrication 3/e" thick steel bracket COUNTER TOP BRACKET DETAIL W I ;.s 8'-10 /2" Pt. 1"'A I IV/ OL.A e'-IoY2° Filled cell under girder above PORCH WIRE LATH t STUCCO CEILING 19'-9" EGRESS 13'-II" MASTER N OC o BEDROOM =° a° ° ° °° °0 W-O" A.F.F. Flat Ceiling ° I O I ® Vanity to be 34 Y2"high a'-O" to 9'- " A.F.F. AdhRod ill Shelf Vaulte Ceding in Ito - GREAT ROOM U) W ' I V OSE- E. C o� I I'-1„ - o el-- Sh- d) I 31" ma31-141, WASHER DRYER 2 O T In LAUNDRY ° 9.- " I e, in o 8'-0" o 9'-8" Vaulted Ceiling I 0 4 DINING ROOM I II 34Y1Yhghb 42" 3/8' thick steel I counter tops to 1 in 18" cow ter top supports t10„ overhang wall 1.5° ;r I I 5'-3" 4" 9'-5" counter t s to eq- eq- overhang uija I i / ig\ FF , VAWM �, m� I DW I o o +41" high mail I I I " I KITOHEN 1 _ 8'-0" to 9'- " A.F.F. OC O_ Vaultedeilrng peer cabinets to I it extend ove Ref. I cR wAve I x AVE REP. XT H.B. ° O 96' CLEAR -\ L - - - oPewxG m v e-n saes Ireule4an Provide auto SteBallard close. Sea dateedil l on this sheet Aeic 1>I q0 3 'Q :r - J it A.F.F. Flat Ceiling C GARAGE ° lock wall in SECOND BEDROOMo it A.F.F. I Flat Ceiling 12'-8" �I C THIRD © BEDROOM J s C e Flat Coiling \ . Install SGD thru buck Into block with 3/14" tap -con with ! g rage to lea struck block O MT ° 1 1/2" penetration at L" o.c. max. from each corner and 20.' o.c. max thereafter at head per product approval EMERGENCY EGRESS ° r--- -------------, O O Use 3/I6" tap -con with I 1 1/2" penetration at 6" o.c, max. I r from each corner and 20" o.c. max thereafter at all per product approval ° r 1 I" x 6" P.T. Buck nailed to I I block with case hardened nails a' I I Head prior to door attachment fixed door "'f`';' ° ° ° ° rill sliding door n Masonry Wall `• e`u Botton Trac ::..' Tliplcal Flooring Sill Install SGD thru buck into block with 3/I6" tap -con with S l l d i n Door D e t all 1 I/2" penetration at 6" o.c. max. g from each caner and 20." thereafter at Jambs per o.c. max product approval Jamb At Masonr(� Wall NTS Braden ! Braden AIA, PA Wynne Budding Corp. Architects - Planners F11 S.E. Coconut Avenue T F. H W i N D 5 O R B Tel el (172) 287-8258 I r Fax : (112) 281-8283 5 anish Lakes E-mail: bradenaiascomcast.net to S Lucie Count Florida � ad,..,._6 G1 ztow/ .re.ernnnns� R-n beets hwdatmn Provide auto 150 Amp closer Panel F-----------------, I I Ile IGOLF CART I GARAGE -8" 1 9'-0" 191 UI QC w IL r_ W H i±l v I a - I in Square rootage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 149024 Under Roof Total we 2,484 sq. ft. Date Drawn Revisions : Sheet Comm 3t REAR 3-28-18 5-23-18 Garage floor slope and smoke detector revision PORCH Drawn by: 2. 1i5-168B LEFT c.c.U. Checked by: Impact D.R.B. OF 5 0 1 1`UL. I Ul`K�f"_�l_ IN ✓ I Z:.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. 3000 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. 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 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 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 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. 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 'f. V erif g all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 #5 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-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 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copg of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 40, 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" FOOTiNGf SCHEDULE Mark am Dese tioa I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 144D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x B'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 1840 MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" overlap ECTIONS AL with concrete and 4" concrete slab with fibermesh OR at each filled cellfi one #5 bar continuous 6"x6" #l0/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 14'w x 14"d concrete monolithic footing with (2) #5 bars cunt. 14" l TYPICAL FOOTING DETAIL ACALP 1/'2" = I'-n" 4" concrete slab with fibermesh OR 11 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. er ° 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 or rooter 16" below finished floor_ Verifg house slab height in field �:� #5 bar wart. u/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ 77 % ..,30"x30"xl6" concrete column footing with (4) #5 bars each way II Ills LAB EDC 14" DETAIL SCALE 1/2" = I' TYPICAL 4' concrete slab with fibermesh OR Px6" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill '-n" e F F ' / II— I x 14'd concrete monolithic Ming with (2) #5 bars cont. ARAGE CURB DETAIL J SCALE 1/2" = I'- .4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill __� #5 bar cont. CID F tiLID 101, (2) #5 bars cont. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 1'-0" Termite Protection for New ConstructlOn. 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 91. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 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 c, Single Filled Cell Column NTS 12' x 12" concrete column block filled tJiJL. r"H 1 with concrete and (2) #1 bars Vert. ted I O into hntela above 35'-0" 18'-10 Y," 1 8'-10 10'-0" q Filled cell under girder above O O r I p Rear Porch Slab to p I 4 as - be poured separatal Ofrom House Slab. I a I a \ I — — — — FI Rear IPatio/Slab to 4 L' be fill with bottom of sliding door races& I ?Slope i" —i 'I I —i ' FI i I _4 I I °I I I I I I I I 4" ¢oncrete slab with fiberme m I 6"x6" ff 10/10 WWM on 6 frill Vie UU4 I cleah compacted termite tree 'aa I I N I I °I i I I I °I I i i r I I I I °I I 0XV I CIBa MICROWAVE NON-VEMT RED. H.B. ° I O SC CLEAR 2 oreRlR� A IC H --- � -- ( J'0 Steel Ballard ear detail on this sheetAttle I I I L� JI all I I I Q 0 I 15-23-18 Cal to I I° °I I 5 r -0. I I ° -- _-Q --__ i r" n----- r-- r� 2'-8" 11 E Braden AIA. PA I W nne Buildin Cor Archltectm - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E—mail: bradenaiascomcast.net —y� 9 to, THE WINDSOR S anish Lakes S . Lucie County Florida 9'-0. 5-23-18 C-4" I I I FI � 4„ I I FI L I� I Thicken footingg to I I 24"w x 14"d x 24"L under filled call under girder bearing. J I I I i I I OR / on over fill �I Z FI I II I 0 r I I I I I icrete slob with fibermesh OR F1 1/10 WWM on 6 mil Yiaqueen over compacted termite treated fill 1 -_ I` I r- I I° h- I I 6-23-18 I ° Q I Meter and pen al — — , — — — — — — _ either mido of Ouse hold vanfli ° service locaticn -U. GO Amp S f' 5 I Panel 71171 p W I° °F- T J �I i ` 13'-O" - I b I 5-23-IB I Qt — — — —©J — — — — — — a ° .5" Recess for ° ° ° ° arageUoor I I 9'-O" Date Drawn Revisions : REAR 3-28-18 5-23-18 Garage floor slope and Drawn big: smoke detector revision PORCH C.C.U. LEFT Checked by: D.R.B. Sheet Comm # 3 15-158� impact OF 5 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 I. Use nails or screws based on press re for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Max Pressure Zone I `" ad ring shank 45 psf Zone 2 8d ring shank 14 per Zone 3 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 pat ** Use nails or s news based on res4ure for r of stated in permit info �ox on these plans for zone Provide #5 bars with min. 48 bar re Provide #5 bar set in -cast R C O 1= L• A N Scale : 1/2" = 1'-0" diameters overlap into beam. Tie p filled cell steel into continuous lintel into beam where length or beam block steel. 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 Provide Cast -Crete -°-= = - - Truss shop drawings to be provided bg manufacturer BUS-OB/OT precast - - - - -- 1 - lintel set in mortar -4 `7-4 _ - Any changes to this plan shall be submitted to the Min' s' Bearing - -- --- - -- -- --- architect for approval in writing prior to starting construction. o r , ALL TRUSS TO TRUSS CONNECTIONS BY r II i'1 TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior Provide PT Buck ,- to construction for layout and uplift verification i I attached per jamb t' 1 Poured Filled Call details into filled cal - Contractor to provide for Form Board Survey and to provide 4$��� cast ,:-I:, Form Board Survey to Truss Company prior to truss construction N 1 7 Provide #6 bars with min. 48 bar I iametors overlap in filled cell. Tie W illed call steel into continuous nil i r tooter steel. Verify with Plan Concrete 12"x 12' / Lintel �—I Column Block Column Rebar 48 Bar Dia. Min. Overlap to Lintel Rebar Concrete Footing T';4 ' lice tooter schedule as ` X for exact sizes) a i DETAIL AT WINDOW OPENING IN a q CBS WALL Scale: 1/2" = 1'-0" '"' `oa HQ a = n �7 SINGLE PLY REAR GIRDER TRUSS U d/ r A in U Nail 2' x 4' blockmp to vert. leg of n m train with 104 x I.V pads at 4" o c. u nInstal Simpaho MOT =1 wing „ r�into —lmio•ado. Mrteia and (A IOd r�i.l 2mto truss Cy H W TRUSS BLOCKING: DETAIL AT GiRDER STRAPPING A t t a c h m n t AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/37 CDX Plgwood nailed at L" o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL VIL51.12 !!J2L gg a. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" 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" 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 Additional recast Lintel ,� „ " #6 bare Lintel Bar Clear A B Fill, CeP4N Length Length Span Bars Bars )•t•1•t r i f^.i. i 3. •..f 2'-10" 2'-8 1 -L 2,#3 none t----J � ---- J 4 ---- J 3'-C 3'-4" 2'-2" 2,43 none BPB-013/IT BF8-INAT BPS-Id/2T 3'-10" 2'-8" 2 #3 none _,Additional ; #6 bars CLEAR� , ,y .•. 4'-L" 4'-4" 3'-2" 2,43 none s r ,. na Row d 'H" w•: •., Block Above o „?v 51_4^ 5'-2" 4'-0" 2 #3 none ,.;z•r: + r 5'-10" 5'-8" 4'-6" 2,1t4 none Pretest Lintel 2,#4 none i Additions i is---- 06 bars t---- J T-L" T-O" L'-2" 2 #5 none AIL-IS/IT SFlL-I6/2T 8'-4" T-10" -l'-O" 2,#5 none NOTES: I, sin, coverage of steel-1.5" 2, min. bearing required a on. and=8" ALL reinforcing steel is grade LO. 3. standard for reinf. steel-ASTM A6I5 TYPICAL LINTEL SECTION If PRECAST CONCRETE ) r LINTEL SCHEDULE Mark W u� JW I C Specification Rome ck Above 8� Sin TSk�el Max. =4 Max. UOM Her. Lateral Losid ) L22 X-2' V-A" 01108-011 1 85 3069 ISO 1024 L31 W-LO 4'-0' 8F8-Oe/IT 1 85 26LI I1111i3 1L3 L46 I 4'-B' I W-10' 0110-0I6/IT 1 86 1105 339 ISO 5'-0' V-L' 8P8-OD/IT 1 85 1238 121 LLO V-8" T-L" BPS-OS/rr — 1 86 loll 121 534 L80 8'-O' T-4' SFS-10/2T 1 #6 2 86 162 611 512 L9O V-O" 10'-L' BPI-1e/2T 1 a6 2 89 943 950 1 401 L90B 1`-0' 10`1 BFIL-83/2T ONE 1 85 2 8s Ins Ilia 401 WOO W -O' II'-4' BPS-63/2T 1 86 2 #6 682 44M 452 LIOOS MY-0' I ll'-4' eFK-83/2T ONE 1 85 2 85 Is" 1028 452 L120 D'-O' IV-4' SFS-OnT 1 $5 2 85 411 420 324 1.120E 17-0' IV-4' SFIL-115/2T ONE I a6 2 a6 1015 110 324 LI40 14'-0' 16'-4" BFlii-15/2T ONE 1 85 2 a6 1250 c04 259 LILO W-O" IT-4' 8F8-IS/2T 1 #6 2 86 300 M2 194 LWM IL'-0' IT-4' 810I4-6/2T ONE 1 85 2 86 950 900 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 lion at each truss with (10) War 11/2' nails - ( 24" cc.) owpi mire Max. 1810lbs, uplIft Alumnum Dnp _ Edge t Fascia 12" Kahan full o vent vinill soffit instated uuwwmnpp 1/8' ads shonk x 1.6' long gaiv. roofing mole with 3/8' dia head par pradset approval -sae shirt wiliest #I 12' x 12' concrete column Nock filed with concrete and (2) 81 bars Vert. till into lintels above thicken edge to S"x8' Nth concrete and 1 one #5 bar continuous SETOND Top of tooter 11" below finished floor 12 4 err] Aluminum Drip Edge t Fascia Flash and Counter " flash Nail ledger to gable end truQds\ with (2) 10d at each web 5/8' thick light textured stucco on typical concrete block construction Vanes - see plan #5 bar vert. w/ 30' overlap at each filled call Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan - Slope per foundation plan 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 e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord of trusses I/2' drywall with smooth finish Two rows of beam block filled with concrete end (1) #5 bar cost. in each row. Substitute recast lintel filled with concrete and (1) #5 or cont. for bottom row over openings 1/2" druwall over I" x furringg stopps at IL" o.c. with R4.1 fi-Pod inaulation 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' onTy pr ortuoned sir FBC R401.1 and Mortar wants shall comply wiotph FBC R60'1.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). p `Max. spacing shall not exceed 48' unless otherwise noted we foundation plan notes for spacing at openings 4" concrete slab with fubermesh OR L'xi" 410/10 WWM on L and Visquesn over / clean compacted termite treated fill 111IIII��11 ���� •.• . - . I I I IIIIII I I IIII. � � ::".::" 11�1IIII111111111111 _ �"I IIII IIII- II�+IIIIIIIII�IIIIIIIII�IIIII II jJlllIIII-IIIIFI ������ -IIII iills...:•:�..I III„ 11=� Tublcal Section at Front Fort Scale : 1/2" = i'—O" Provide downspout trap truss to wall usin g Simpson MGT with Simpson HETA 20 dia. into threaded rod with min 12" beam either wet set or in embedment epoxy with ice hurricane anchor at each truss (22) IOd nails into truss. Add leg detail blocking to Nip O.C.) sup Ortln Max. p g ETA 20 truss per on this 1810 Its. uplift NEW I I ZNWA I Ara WA CA I WA , rAi WE 0 "r, I b - V4, MA I I WAV Z WA ME WA OA ff FAA E Aff'rM MA V101 A' E 0 Ar I I WA ra 14 r W—A IVAWA , MA 0 WA ON VAA 91A MA 11OW A34 WAMWAMA WN 00 1 0 r 'P...'rattached to plgwood dock using #9 x 1.5' I I I, � i1L�l ETA 20 ETA 20 Provide ?or gutter Simpson HETA 20 hurricane anchor at each truss Provide dwnapoit ( 24" O.c•) suppportingg Max. 1810 lba. uplift wi to � X O1 N H 4L W n CV 2t a rd � as ti a o � W a, 0IS 50 q- UN L C4 W PANEL "A" Poles BR Load Wire Description aras alre# Description Wee Load OR Poles 2 40 1.0 ka sa A/C comp 1 2 AHU elo 3.5 kr $0 2 3 4 2 30 4.5 kw a10 40 gal. water HTR 5 L Ran si 12.0 Its 60 2 a 1 20 1.0 km s12 Pump 9 1 10 1 Draw a10 5.0 ke 30 2 II 12 1 20 1.5 km 812 13 14 Dishwasher $12 1.2 ka 20 1 I 20 1.5 kw 812 Microwave 16 1R Refrigerator a12 1.2 ke 20 1 1 20 1.5 kw s12 Kitchen S.A.C. 11 is Racepts s12 - 20 1 I 20 1.6 kw ail Kitchen S.A.C. 19 20 Racepts 812 20 I 1 20 1.2 ke 812 Clothes Washer 21 22 Recepts 412 - 20 1 1 20 0.91 ka e12 Garage Doar Opener 23 24 Rwcapts s12 - 20 1 1 20 1.4 kw a12 25 26 Racepts 812 - 20 1 I 120 1.42 kw s12 21 28 Racepts s12 - 20 1 I I6 a14 General Lighting 29 30 Racepts a12 - 20 1 I 16 a14 General Lighting 31 $2 Racepts s12 - 20 1 I i6 e14 General Lighting 33 34 Exterior GFCI $12 20 1 I I6 - s14 General Lighting 35 36 Bathroom GFI s12 20 1 1 20 s12 Smoke Detectors 31 3a General Lighting s14 15 I - 1 20 - 312 Bathroom GPI 39 40 General Lighting 814 - 11 1 spare 41 42 S arc PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting..(3. watts sg, Pt,) Small. Appliance. Circwt(e) ..... . ............... . . ...... . . . . .. Rengq.. ......... .................. ......... ............... Refrigerator.................................................. Microwave ...................................... Dish .Washer ................................................... Clo0es..44041117 ............................................... Clothes„Drger................................................ Water, Heater, Water, Pump .................................................. Garage.Door,Opener................................. 1135 3 5.205 2 1,500 3,000 1 0 12 00 12000 I 1200 1200 1 1.500 1 00 1 1,200 400 1 1,200 1,200 1 5,000 5 000 1 4,500 4 500 1 1800 1800 1 810 810 Total Watts 31.415 First 10000 Watts e100% 1 10.000 10.000 Remainder 21,416 040% 1 O 10.9Li Electric Heat or A/C 10.000 945% 1 10.000 10.000 Calculated Load Watts 30.9LL Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.03 Panel Size Required = 150 Amps Electrical S mbol Legend SI le PolleSwitch® Recessed Can Light Double Polo Switch E ll Recessed LJL Push Button Switch Exhaust Pan D hex Outlet {t Celli Mounted L ht Spaenl Raeaptaada 0- Wall Mounted Light Waterproof, grownid fault interrulptall 1W Light with PWI Chan (attic) ® Fkeor Duplex Outlet O Computer Connection Jack We Carbon Manmade Detector 4t? Plood Light (D Thermostat Electrical Parcel ® ® Central Vae 8 Electrical Motor ® 1 Smoke Detaa:tor Calling fan ® Televisiori Jai Telephone Jack no mac A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Li t ® Speaker Hook -Up 0 Intercom = JUNCTION BOX TO SUPPORT A FAN O as THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. L. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 10. A/C Refrt r nt lines that are run thru slabs must be sleeved in i��/� 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor. the completed syystem shall be full operative. IS. Contractor shall pay for all Fees, permits, tes�ing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. IL. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. fro It2/Q Akwirmm feed M I ondis ��� PANEL 20 PVC 2" nod service PPL I I {o f� coot" �ii 'm slab ELECTRICAL RISER PORCH 141 CFM IOxIOx1 GREAT 141 CFM IOxIOx1 DiNING I ROOM 1 I I i I DW a 141 CFM IOx1Ox1 II� 1 124 CFM IOxI0xi KITCHEN 3 TON I MhJrAVE SEE MANUAL I NON -VENT �P 'J' and Energy O 38, CLEAR Calculation L - - - - J oPENntc for Unlit into - AiC W.H. "4 Steel Ball d ee doted on taus sheet eve r 22" x 54' 1 Attie Amens - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectivelg grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and Install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-I" shall be installed 1n metal EMT conduit. 25. Dryer Vents to be installed per FBC RMI502 GARAGE r----------------- i I 1 I 1 I 1 I I I I I I 12 B/AO r-w �� 12' IL" 20x2O 124 CFM IO)dOxi [MASTER BEDROOM CPM LOSE ASHER' II DRYER LAUND 124 CFM IOedOed SO CISM IL CFM 18x4x4 Ill CFM 12x6x1 SECOND BEDROOM �- 12B/ THIRD BEDROOM 100 CFM IOx&A 150 Amp Panel GOLF CART GARAGE M E C A N I C A L LAYOUT O = THERMOSTAT LOCATION SCALE: 1/4" = 1'-0 as Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net 1--Softhine fit Install oulet under disc. not shown for clarity WP GFCI Q U Q - - _ � r PORCH �%`" WP GPCI 1 MASTER BEDROOM u(V 1 -- - _ I I I I I I I �-- GREA?1 ROOMEP I I LOSET I LLL.__ ( � o WASHErt DRYER I � LAUNDRY DINING I • -(>` • ROOM I ; A � I III ` GF I C.M. I ITC'HE� R344 n ®ihlON PENT ,R I REF. �J 0 aoPE �R tl i i mF I I L 1"t J ee detail on this shas"4 Steal Ballard tt r---�a-�n. - I Attw: xAe-r L- �I � I OPTIONAL PANEL LOCATION / / SECOND 1 `I�EDROOM 1 GARAGE / GFCI L GFC *\ 1 150 Amp GFCI � r-------- a ------I M L GFCI ----Panel, ;+'� =-43- J>i Garage 1 Door I Garage I Door I I Opener Opener I -s P I I 1 1 1 I I 1 GOLF CART 1 For WirePost 11 GARAGEase � Front I Light I I to garage ilghts Iorci GFcl I I Wg ine Building Carp. THE WINDSOR ftanish Lakes . Lucie County Florida WP GFCI ~�~-- ELECTRICAL FLAN o Post Light with Photo call SCALE: 114" = 1'-0" Canter Pat Light between draveaags MODEL: REAR PORCH LEFT Attic Ventinci Calculations Total Attic Space = 2101 s . ft. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit )ate Drawn Revisions 12-L-11 5-23-IS Garage floor slope and Drawn by: smoke detector revision C.C.U. Checked by: D.R.B. Sheet �-1 OF 5