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HomeMy WebLinkAboutBuilding Plans1. DESIGN CODE: Florid )J;WL t lnrC,, code 2017 didon w/20 _ supplements using ASCE 7.10 2. Structure Design Is: En ose _ art a y Enclosed _ Open Building 3. Risk Category: ,,,_I If _ III ^ - IV Exposure Category: _B &C - -0 Adjustment coefficient t?2 4. t e4 mph LRFD End Zone Width Mean Roof Height ZOr R. Roof Pitch: ` L:12 Parapet _ ft. ` ng De an Pressure used: (PSF, based an Actual sq. ft. Q O 'MRH (worst case) Zone 1: I,y Zone 2: 4144 Zone 3:-4L-1 Zone 4: V'2' Zone 6:- YN Garage: Z Q. 7, Design Loads: Floor: 75 PSF Roof/Dead: /5` PSF Roofll lvs.J PSF Balcony:! PSF Dock: --_PSF Deck: — PSF Stairs: —PSF Fence:_ PSF Raing: _ PSF 8. Were Shear Wails Considered for Structure? 7C Yes _;•_Not Applicable Explain Why Not: ` '9, Is a Continuous Load Path provided? )"Yes ____Not. applicable Explain Why Not ! SQUARE FOOTAGE LIVING 1700 S.F. PORCH 900 S.F_ 3400 S.F. TOTAL 6000 S.F. ATTIC/STORAGE 1500 S.F. / , rt IO�t to-d 3-o zt'-ou .+o P y7 HM p� Pest# Zlir � I 0 I i I 'I EI+c F tP-� ate. I �ATFA� 1 - V.l_t... P Q o- fBoeA; $ 4 14 4 t �^ S� b �!o„ 4 AZ. -p I t $. !7� ZB� o ' I C , ii 14' VC RAF `� i. •_--• /^4P�0 N - k I. o _... (ZO) ec's •etsee - — �— (llet) 0 , 0(_" s rn o5 t r t>iNt 00 _ + l; PY4 Z$,7a IZA'fED \.A t No4R FIRE- K,A' V-P 1rFA.LL �'pla-ra'tL. U 337 Ft' ; TYPr P O ;j L�i NLV2 O II,. �O Uj ti r" 2l Fte� ZAtlw?'A p_gcea ve I fl `• 1 .. I I (o°tCG., W/ �a6{..P CCo51NF ° - • t �- co i-FtNcoP.f7 -1 OD N p N `1 Desip No. U337 ' Bearing Wall Rating- 2 HR. M1:11 Rating - See Item 2 - 2 16 O.C. \ �I FF?.Pes , _ _.��..�.N.__ _.._.. ". _ .......... .. .. .. ..... _. -..._. 4� jellINTERIOR SIDE { 2 tioaaR FkZ& L Wood Studs - Nominal 2 by 4 In. spaced 16 In, on center, e(fectivel Cross braced at mid -height and fire stopped at top bottom. y . �. II and 1. Gyspum Board-- 5/8 in. thick, 4 ft wide, ap Ged vertically: Wall. board attached to studs and bearing plates with 1.3/4 in. long alv \�•••� stalls with 0.128 in, diem shank and 7/16 in, diem head, H --.-� + '! � !i (�: ri �. �?� ! center. spa"18 in. on ' G•F GYPSUM CORP, SUB OF i • - d GEORGIA-PACIFIC 611P-Type DGG (finish rating 20 mitt), 1Yae DAP, DD, DS, 3. G sum YP herd° s 5/8 in. thick, 4 ft wide, a lied vertically, WaE• board attached to studs and bearing pplates wttlt 1.3/4 in, ling gaiv 0,128 m. diem shank and 7/16 in. O �- 4 a r t,(-' �' r centernails . diem head, spaced Bin, on- AMERICAN GYPSUM CO;;rT�e ACX-7 ' BEIJING NEW BUILDING M/{TBRIALS CO LTD-'tgy2p0�aunj. j O 1= min• 1(� 24 min). g=type CG3.3 finish rating 20 ), Ty CG5-5 Nigh mtin 2 min), Type CG6.6 (finish rat. + 2$7 1j= (finissh min),lyraating gg 20 amlCG9'9 (Bntsh rating 20 min), Type CGTCGC g a t- WG pp Z .rI O I; t BPB AMERICA INC-lype EGRG (finish citing 23 min), G•F GYPSUM CORE, SUB' OF ({G De , " i1 GEORggGL4-PACIFIC CORD-'ij,pes 5, 9, C, Type DGG (finish ratin (Anuh rating 24 min), Type GFF56 (fWsht ra20 min), lYpe ting 7YP D3 'lyPe DAP, ' i ing 20 min)), DA.. Type DD (fnsh rat- LAFARGE 150RTH AMERICA INC-Type [.GFC2 (finish rating g1yypp ppee 24 min), a LGFCZA, Ty LGFC3 (tlnra(I rating 20 min), I1pe LGFCb j Q �, (finish ra8ng 20 min), Type LGFC-C (finish rat ng 2D0 min), T'tyyp�e LGPC6A (finish ratio 34 min), Type LGFC•C/A. PABCO GYFBUM, 8 d- P- !: ,_ _. - �' S64T DIV OF - PACIFIC COAST BUILDING PRODUCTS INC -Type pG.9,. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD EX-1 (finish ° u S-0 4 rating 26 min) J 4. oints and Nattheads - Exposed or covered with paper tape and +oink compound. For tapered, rounded -edge .1 wallboard, joints covered with paper tape and joint compound. 'Bearing the UL Ciassification Mark N H l0°CLta,r � �'ffi5 -t � 41 l IS I Pe SH 24' , „ 1 O -b PIZ a Fin I ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34960 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT B U SSEY RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION y•MwELJ . Michael Seal AR9689 'r2020.06.11 08:33:33-04'00' ' MICHAEL J, SEAL, AIA ARS6898 REVISIONS KEY PLAN /M - pg3 REVIEWED FC)1 DOE '%OVIPLIA MC OUNTY SHEET TITLSEW PROJECT NUMBER 1°1 O IS i DATE 3II 9 �q tT- 0 N 1� r-t,E UAZc-( o. �1 Va I rA�r�( SrPIt�C- ' r—� Mg13�L 6zaoFl,Jc� F 4 PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN TYPE CASE) PRESSURES ROOF ZONE 1-32A .35 CORLE BUILDING 34VPBR PANEL FW N/A 412-14 HWH SD OR#1414 HWH SO INTERIOR SUPPORT ZONE 249.6 SYSTEMS 6278.3 FASTENERS ARE OTHER SPECIFIED AT 12" D.C., OR THEY ZONE 3-69.9 ARE SPECIFIED AT 5-7-S" O.C. ALLEND SUPPORT FASTENERS ARE ATS•7-5" O.C. WALL ZONE 4-33.8 -35 CORLE BUILDING 3-R/PBR PANEL FL# NON- #12-14 HWH SO OR #14-14 HWH SD INTERIOR SUPPORT ZONE 541.1 SYSTEMS 6292.3 IMPACT FASTENERS ARE EITHER SPECIFIED AT 12" O.C., OR THEY ARE SPECIFIED AT 5-7-VD.C. ALL END SUPPORT FASTENERS ARE AT S-7-S" O.C. DOORS ZONE 433.8 -75 PGT INDUSTRIES FD 202 NOA# IMPACT #12 STEEL SMS @ 23.1/8" MAX. O.C., EXCEPT IAMBS ZONE 541.1 17-05"01 13-1/4" MA)L O.C., V ON CORNERS, 3/8" DISTANCE FROM EDGE AND 1/8" MINIMUM EMBEDMENT DOORS ZONE433.8 -70 FLEMINGSTEEL SWINGING FL# IMPACT STEEL SHIMS SECURED TO IAMBS W/3/16"Xr LONG ZONE 541.1 DOOR & FRAMES EXTERIOR 14237.1 WELDS BOTH SIDES OF FRAME. SHIMS WELDED TO HOLLOW STEEL STRUCTURE ATT IME OF INSTALLATION METAL DOOR GI<�NC615-. DOOR PRE-ENGINEERED SEE ATTACHED ENGINEERING THE SEAL HEREON IS PROVIDED ONLYTO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUC I URE. 1 Ht ALLtP IANLt Ur l"t t rnUUUa lu nnU MCrnUw Ur ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. r'Z 1 IS=B 1.5=o L 14 S _T f-4 F-t N N N I 4 FOUNDATION SCHEDULE i 806 DELAWARE AVENUE FOUNDATION DESIGN IS BASED UPON METAL REACTIONS BY FORT PIERCE, FLORIDA 34950 OLYMPIA STEEL BUILDINGS JOB NUMBER F.0.22518 DATED 2-19-19 T: 772 460 7751 F: 772 460 4244 WITH AN ASSUMED SOIL BEARING CAPACITY OF 2000 PSF. W W W.ARCHITECTONICINC.COM S-1 4" (3000 PSI) POURED CONCRETE SLAB WITH FIBERMESH STATE REG # AA26003348 REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. COPYRIGHT 2017 F-1 12" DEEP X 16" WIDE MONLTIHIC FOOTING WITH 2 It 5 PROJECT •'� BARS CONTINUOUS. I - r F-2 4'-4" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C. ^ r 4 EACH WAY TOP. BUSYJ C i I F-3 5'-8" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C. ' EACH WAY TOP. F-4 6'-4" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS ST. LUCIE COUNTY, FLORIDA AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12 O.C. i EACH WAY TOP. F-5 9'-4" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS " t AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C. CLIENT EACH WAY TOP. F-6 10'-4" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS I AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C. EACH WAY TOP.JL F-7 9'-2" SQUARE X 3'-0" DEEP PAD FOOTING WITH # 5 BARS AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C. wi EACH WAY MIDDLE AND TOP. j NOTE: j ANCHOR BOLTS SHALL BE A MINIMUM OF 22" LONG FOR 24" DEEP FOOTINGS AND 34" LONG FOR 36" DEEP FOOTINGS HOOKED AND TIED TO BOTTOM MAT OF STEEL. I CONSULTANTS I Z4_o 4SfrcP i O _I Tt- IN REGISTRATION REVISIONS KEY PLAN x NO DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE, CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R7024 OF THE FLORIDA BUILDING RESIDENTIAL CODE. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450, INSULATION S ATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. 7ABLHR30i.2(1) u niarrrcate GROUND LOAD WIND DESIGN SEISMIC DESIGN CATEGORYI SUBJECT TO DAMAGE FROM WINTER DBBION TEMP' Ice BARRIER UNDaRLAYMNT REQUIRED AIR BLOOD PREE2ING HA7AROSg INDEXI MEAN ANNUAL TEMPI B Sod' Tapogrsphb P h slfoeuk IN Wantharing' Prost IIrM depth,°- Termite° NA See Fta.R301.20) NA Negligible NA Very Heav NA NA NA STRUCTURAL NOTES: 1, STRUCTURAL LUMBR TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN, FIBER STRESS VALUE. 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN, LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE. 7. WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. FOR METHOD OF ATTACHMENT FOR DOORS AND WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT, NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z- MAX COATING OR BETTER. i QJ'aStw�+ SLt t>hS I I I 2.(¢ ST1dDS o"v4 r t-L 314f1 h'itN. �1=Ep.D t7gt. 'L X4 To Q PL r-TE © Z*4 5'cv.vS Q -� l(a"C�,C, I 1 I iI 12�e IZ f ( j j i Sjtztt4�Frz P;T zx4 �oTtoM Design No. U301 Bearing Wall Rating-2 HR. Finish Rating-66 Min. 1. Naithaeds-Exposed or covered with joint finisher. 2. Joints -Exposed or covered with fiber tape and joint finisher. As an alternate, nominal 3/32 In. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer base- board. Joints reinforced. 3. Nalle-8d cament-coated nails 1.718 in. lone, 0.0915 in. shank diem, 1/4 In, diem heads, and Bd cement -coated nails 2-3/8 In. long, 0.113 In, shank diem, 9/32 In. diem heeds. 4. Wallboard, Gypsum'-6/8 in. thick, two layer, applied either horizontally or verucafly. Inner layer attached to studs with the 1-7/8 in. nails spaced 6 In. O.C. Outer layer attached to studs over Inner layer with the 2-3/8 In. long malls spaced 8 in, O.C. Vertical Joints located over Studs. All joints In face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side, Canadian Gypsum Co„ Ltd. Types C, SCX, SHX, WRX. Collates Corp. -Type 1 or FRP. Comber Gypsum -Typo C, 4 or e. Georgia-Pachic Corp., Gypsum Div. -Type GPPS.C. Gold Bond Dulling Products -Types FSK, FSK.G, .4, FSW, FSW.G, or 4. James Hardie Gypsum -Type Fire X. ' C PG-2 PO-3 'STAIR SECTION SCALE: 1 /2' = T-0" 17A r-_T-A L Pao F 1 /_NCo 21r4 Tat I?LAM �I Cp Jt tLr a�lo11 2)G4 gT4P5 � I(o O,C, 4 l ePttorJA-L �-1'� '^�SJLhTtolJ System No. W-L-2149 Paboa Gypsum, A Div. of Pacific Coast Bids. Products, Inc. -Types y6 PG3W, PG-4, PG.9 or PG-C. F Rating - 2 Hr Standard Gypsum Corp. -Type SGC or SGC-G. T Rating United States Gypsum Co. -Type C, IP.X i, IP-X2. SCX, SHC, SHX, WRC or WRX. 'Bearing the UL Classification Marking 0 314"-I'�G PL tWool> I 3 tW4aJf.A't$pb/U .r acaxna ! 1. Wall Assembly - The 2 hr fire rated gypsum wallboaWstud wall e assevtbly shall be constructed of the materials and in the manner sped- t �� i� 1? Bed in the individual U300 or U400 Serifs Wall and partition Designs e in the UL Fire Resistance Directory and shill include the following con- structionfeatures: 964, Zx IC) i:_L_ A. Studs- Wall framing may consist of either wood studs or steel wfiC % 315"-A rl It r_My &OLf9 channel studs. Wood studs to consist of'nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 min) OC. Steel studs to be min `,/I Qt ((k,`rp rC t 3-1/2 in. (89 mm) wide and spaced' max 24 in (610 min) OC. B. Gypsum Boards - Thickness, type, number of layers and fasten- ers as required in the individual Wall and Partition Design. Max diem of opening is 3 in. (76 min). 2. Through Penetrants- One nonmetallic pi or conduit to be centered Within openina with a nom 3/8 in. (10 min) annular space between pipe or c_onduZt arid periphery of Opening. Pipeor conduit lobe rigidly supported on both sides of the wall assembly. The following types and sizes of nonmetallic pipes or conduits may be used: A. Polyvinyl Chloride (PVC) Pipe - Nan 2 in, (51 min) diem (or smaller) Schedule 40 solid core or cellular core PVC pipe for use in closed (process or supply) or vented (drain waste or vent) pip- V trig system. B. Rigid Nonmetallic Conduit++- Nom 2 in (51 min) diem (or , smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA No. 70). C. Chlorinated Polyvinyl Chloride (CPVC) Pipe- Nom 2 in. (51 min) diem (or smaller) SDR17 CPVC pipe for use in dosed (pro- cess or supply) or vented (dram, waste or vent) ptpmg systems. D. Acrylonitrile Butadiene Styrene (ABS) Pipe- Nom 2 m. (51 min) diem (or a udler) Schedule 40 solid core or cellular core ABS pipe for use in dosed (process or supply) or vented (drain, waste or vent) piping systems•. E. Fire Retardant Polypropylene (FRPP) Pipe- Nom 2 in. (51 L Metal Wall or Roof panel - 26ga Stce1 panel applied perpendicular min) diem (or smaier) Schedule 46 FRPP pipe for use, in dosed to gtW1 P1111]10 or girtS (process or supply) or vented (drain, waste or vent) piping sys- 2, Insulation - $pun BIM with vinyl facings Flame spread 25 or b3tW tem. 3, Firestop System- The details of the fuestop system shall be as fol- applied perpendicular to Steel purling or gifts, between the pudin lows: of girt and the pastel A. Fill, Void or Cavity Materials- - Wrap Strip, Nom 1/8 in 3. Sheet Metal Is 12" wide 26ga continuous sheet metal applied peril. (3.2 min) thick intumescent material supplied in 2 in. (51 min) to purlins or girls, between the purins or girls and the insulation. wide strips. Iwo continuous layers of wrap strip tight lyy wrapped T1tiG Sheet metal acts to rich rite insulation blanket tihtl to the around nonmetallic pipe and held in place with 2 m.'(51 min) g y wide min 3 mil foil tape. Wrap strip to be slid into annular space Roof or wall panel, _ _ on both sides of wall such that 3/8 (9.5 min) to 1/2 in. (13 min) 4. Wallboard Gypsum - As called for in UL partiton design, Iet in tight of wrap strip extends beyond both surfaces of the wall, Min 18 - gauge steel wire tie to be secured around middle of extending to puriuu Dr &�+a I2', cede sheet metal. Seal all craft with �.' • portion of wrap strip. UL rated joint compound ruin. SAr thick on both wall faces. 3M COMPANY -Ultra CS 5, Studs - As called for in the UL partition desiM let in between the B. Fitt Void or Cavity Materials' - Caulk - Min 5/8 in. (16 min) puriins or girls and tight to the 12: wide sheet metal thickness of caulk shall be applied within annular space on both 6- Wall - r UL ntm sides of wall, An additional min 1/4 in. (6 min) bead of caulk p6 design shall be applied at the exposed end of wrap, strip at the pipe/ wrap ship interface on both sides of wall. 22c4 1,o1TO" Pc_hQ•'E ZX ¢ Tor tLPTE F1P.$ �-ATE1> C��YIs�At_L F"r, Zr,4- ti0iTO1­'7 fLe4Tr-- f/Z•y Sf1Z 6KP, BoLrS @ 'Fti'� C-A.n4Ktn�� Fi 3 Dam SMPANY0+cau 25WB+Caullr, IC 15WB caulk or Fire- , Hour PLgition Attachm ent to Steel But d1I1LjS m .v_ rR l.,--..:L'...u.,� lA..-1,:.,,. - -- ' �� w r„"` i-.-'4� � l�/i✓ \ � OL' V META r. kcbF CUTTEti; A,ND Dow W SPouT '2 YS(sr .rt , METAL Stutta� PRE-E.la�it-e-E,�rad - 51T.Et- STY.uGTgCc.C- F-1 FooT11•at:.. SE•E �.AJa.(3 SCNkEpul..� �3Foot-t1.aCo �j � eBE�Cot`aA L>II.4. �j z do ♦l J GUTTER AND DOWN spout SYSTEM METAL ROOF METAL SIDING PRE-ENGINEERED STEEL STRUCTURE SEE SLAB SCHEDULE h- I FINISH GRADE ta SEEI�7INGSCHEDULEM , z_4 METAL ROOF METAL SIDING PRE-ENGINEERED STEEL STRUCTURE �.Z,pv�+-W dt.-n..ka„tt.-C-P k4� lOe1.w1•a.Lt-�, (✓d pr'cr,L'i '�'�,.� ':l- IZ.'ti'.1,�.'-. ("'tYstw.i`.a 90 PURLINS / DKt'�TiA�t-4. � w/'l+," \5j, :1N6a11 S.A,iIO t.,d 7.at4 6TUDS L-St itaSit4r.'t"tG>h,j t/z .rpEYwA FI - h_I CLIENT MICHAEL J. SEAL, AR96898 REVISIONS NO. DATE REVISION 1 7/t7if9 rcvle D 'D KEY PLAN a. s I` ARCHITECT SINGLE POLE SWITCH THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET MOTOR OUTLET WALL MOUNT LTG. FIXTURE 3ROUND FAULT PROTECTION PHONE OUTLET L..1 J.B. FOR FAN/LIGHT COMBO CABLE TELEVISION OUTLET WP WEATHER PROOF e RECESSED- FIXTURE CEILING MOUNT FIX!'URE 5D SMOKE DETECTORS DOORBELL FEE CHIMES Z✓TIC J L Z✓rl= 3 "✓rE ., JL � 1L , Z��C �f W ., 2"C. EL&CT. SECViCE p,0 z wGhN irFii"'r•1� L L Zvve y(? h1 1Zo/t4ov 16 zoo 4 se4 cu. r— NTS ELECTRICAL LOAD CALCULATION 1700 SQ. FEET LIVING 3. VA 51.00 VA 3400 SQ. FEET HANGAR 2.5 VA 8500 VA 3 20 AMP APPLIANCE CIRCUITS 4500 VA 2 REFRIGERATOR 1200 VA 1 RANGE 12000 VA 1 DISHWASHER 3000 VA 1 WASHING MACHINE 1500 VA 1 DRYER 5000 VA 1 WATER HEATER 4500 VA 1 GRINDER 3000 VA 1 MISCELLANEOUS CIRCUIT 12000 VA TOTAL 60300 VA FIRST 10 KVA@ 100% 10000 VA REMAINDER @ 40% 20120 VA AC / HEAT 12000 VA AC / HEAT 0 VA TOTAL 42120 VA 42120 176 AMPS 240 USE NEW 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT MK04 — 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 R 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT BUSSE RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS i REGISTRATION ARqfo REVISIONS Z KEY PLAN OCT 2 4 2019 Permitting Department St. Lude COuntY, FL PROJECT NUMBER tq p 4$ DATE 3 11a FrEK tT-