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HomeMy WebLinkAbout10-13-21 finn plan review - DigiSign MSARCHITECT Certification for peel n Load Com IianCO 9. DESIGN CODE; Florida ���[�pCNrl#kbde 2020 Edition w/20,,,,_ SUPPiemsir>g ASCr 7- 0 partially Enclosed OpenBuilding 2. Structure Design Is: � Enclosed B C D Ad ustmant coeffic: osure Category:._.: �. i ,,lent t !-� �_ 3, Risk Category: -•• J _ lit 1V FxP 4. Design Wind Velocity [ mph -_ —ASD---L.RFD End Zone Widtts � fL 5. Mean Roof Halght �S ft. Roof Pltch; 5 :�2 S� based n Act€�al sq, ft. @ 0 _'MRH (wor$� case) 6. Components & Cladding Design Pressure used. Zone I:- 3 acne 2; r0l E Zone 3:- S�r LZane �t:-''_" done 5:- 40Garage: L t + 41 7, Design Loads: Floor: '7� PSF Roof1Dead: 10 PSF Roof1Llve 3o PSF Balcony: _ PSF PSF Stairs: � PSF Fence: PSF Railing:. _ PSF Dock: _..,,,...PSF Yes __:Not Applicable Explain Why Not: g, Were Shear Wells Considered for Structure? 9, is a Continuous Load Path provided? 7c, Yes _..,...Not applicable Explain Why Not: 10. Minimum soil bearing pressure 2000 P.S.F. — STRUCTURAL NOTES: 1 STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADS OR BETTER WTiH 1000 P.S.l. MIN. FIBER STRESS VALUE. 2 CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P.S.1, MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 3w MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1-1M, COLUMNS 1-1/2' 5. MASONRY MORTAR SHALL BE TYPE -N' OR BETTER. 6, FILL MQD1F (SOIL) SHALL BE PROCTOR PLACE YIN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 95% IED DENSI . E HAVE BEEN 7. ALL COMPONENTS PER THE OF THIIS SUL DIGORE 2020 EDITION AND SELECTED TO WITHSTAND WIND FORCES 8. DFO RR ANDA WI BUILDING CODE 2020 COMPEDITIN PER WINDS LOAD COMPnIANCE DES GN PRESSURES. ND FORCES PER THE a. AQEICTADNA R NFOREMSASEOCONCRETE LINTELS TO HAVE 6" MINIMUM BEARING, SEE LINTEL SCHEDULE. FOR 14. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. 'NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. NUT, ES: DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAWC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702A OF THE FLORIDA BALDING RESIDENTIAL CODE. WALL AND CEILING g SHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER ,THAN 200 AND A SMOKE DEVE D"D MEX OF NOT GREATER THAN 450 ATT ATTIC INSULATION SHALL HAVE A CA 'FLAME 'T�i � ME NOT EXCEEDINFLUX NOT LESS G 5 0 IW TH AN PER SQUARE �R ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING �450. FOAM BLOCK INSULATTION SHALT- HAVE A FAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE 14501.20) CUMATIC AND GEOGRAPHIC oeSIGN CRITERIA SUBJECT TO DAMAGE FROM AIR MEAN WIND DESIGN SEISMIC VIfiN DESIGN I D ALAY E QRr3itND Frost lino DESIGN 11NDEWL AYM£NT !'t.0(7D FraeexlNG ANNUAL SNOW Spaad° Topographlc DESIGN LOAD [mph off-ac14" NA CATEGr3RYI Weatherin " de 0 Termlta° TtwMP° REgU1RED° HA2ARDSQ i I3A' TEMPI V ery Np NA See Ft.lt301.2(4) NA Negligible NA Reav N LtNTEI LENGTH SAF GRAVITY GRAVITY UPLIFT UPLIFT BEAM NO. LOAD LOAD LOAD LOAD 4'-4" 8I]60# '37ZA tL 4409# Z 8FZ2 1T•IB - RL-i RL-2 4'-6" 8460# 4224# 8F22/1r-18 s RL•3 5'•8" $ 3277# 8F22/17-0 RL•4 S'-10" 8RGf1# 3176# 8F22/1T-1B �� RL-S 6'•8" 7915# 27S&# BF22/1T-16 8F22/1T•16 _ s RL-6 7'•6" S743tt 24g2# 8F22AT-16 RL-7 9'•8" 3129# 1893# NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. S APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 'C}' rm Slj fA45 L7- 33 =-4'1 I it r rr 4-9 `;r . 4 -� 1 Cp'- Ott I Iz.;K-IZ CCal.?e- 3t�aG f'��aMZS i aft tr rr � 3t`cort 'moo Z O 1 I ZZ r O 1, 1 t, k glL- [ S0ZS 1 1..Ar 1 , 5 t Co If L4, Sklz.s a k'8p8a. Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCI-IETECTOE\NiCINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT FI N N RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION OF FC O'S'i 9 Mich el Seal M\ NAEL J Eq( .,� 2021 10.13 •• AR96898 �c'sr:����� 16: :50-04'00' FR......R� ED A MICHAEL J. SEAL, AIA AR96898 SHEET TITLE / SHEET NUMBER SQUARE FOOTAGE LIVING V-Y15 S.F. REAR PORCH 333 S.F. FRONT PORCH 194 S.F. GARAGE 55O-S.F. PROJECT NUMBER TOTAL ��'pd SF' _...—. _.... _." _.__ DATE l't. °t Inc �, o Z /a %z f i3l d' Pgzt-t 17 ARCHITECT n � _ i t F � t Architectonic Inc 806 DELAWARE AVENUE PORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT FINN RESIDENCE ST. LUCIE COUNTY, FLORIDA CONSULTANTS REGISTRATION HAELJ Fq< 9 Micha I Seal 2021.JO.13 • AR96898 MICHAEL J• SEAL, AIA AR96898 REVISIONS NO. I DATE REVISION mm mm w a SHEET TITLE 1 SHEET NUMBER A 2of S PROJECT NUMBER Z Z6 ((� s DATE i-LI.1 1 ZGZsa 7lslz( gLP Pffet-L ry AC , 1"1 0 . PRODUCT REVIEW PRODUCT OPENING PRODUCT MANUFACTURER MODE€.# APPROVAL GLASS ATTACHMENT METHOD DESIGN DESIGN # TYPE PRESSURES PRESSURES (WORST CASE) WINDOW ZONE 4-34.7 -70 CUSTOM WINDOW SH 8100 FL# IMPACT 3/16" TAPCONS @ 10-1/2" MAX. O.G, 4" ON ZONE 5 -41.7 SYSTEMS INC- 16177.2 CORNERS, WITH 1-1/2-7 MIN. EMBEDMENT AND 1-1/8" EDGE DISTANCE MULLION ZONE 4-34.7 -80 CUSTOM WINDOW 3" ALUM. FL# IMPACT (4) 3/16" TAPCONS WITH 1" MIN. EMBEDMENT ZONE 5 -41.7 SYSTEMS INC. MULLION 9520.1 AND 3" DISTANCE TO EDGE SLIDING GLASS ZONE 4-34.7 -65 CUSTOM WINDOW #8800 FL# IMPACT 11V TAPCONS @ 12" MAX. O.C., 6" ON CORNERS, DOOR ZONE 5 -41.7 SYSTEMS INC. 20838.1 WITH 1-1/2" MIN. EMBEDMENT AND 4- EDGE DISTANCE DOOR ZONE 4-34.7 -50 THERMA TRU FIBER CLASSIC FL# IMPACT 1/4" TAPCONS @ 14.5" MAX. Q.C., 3" ON CORNERS, ZONE 5 -41.7 20468.12 WITH 1-1/4" MIN. EMBEDMENT, 2" MIN. CLEANRAN TO MASONRY EDGE AND 4" MIN. CLEARANCE TO ADJACENT ANCHOR GARAGE DOOR -31A -44 DAB DOOR MODEL NOA# IMPACT 5/16 X 1-5/8" LAG SCREWS 3 PER BRACKET @ 12" 824/811 20-0107.06 O.C. WITH 1-1/4" MINIMUM EMBEDMENT ROOF ZONE 1-39.6 71 UNION S V PANEL FL# N/A #10-15 X 2" WOOD SCREW W/ WASHER 12" O.C., ZONE 2 -5S.1 CORRUGATING 20484.1 ACROSS PANEL WIDTH THROUGH PANEL RIB, 6" O. ZONE 3-55.1 COMPANY ACROSS PANEL WIDTH THROUGH PANEL FLAT AND RIB 1 tit StAL titK1: N 15 PROVIDED ONLY TO INUICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF 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. CONNECTOR SCHEDULE TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPLIFT (GROUPED, WORST CASE) SIMPSON CONNECTORS) CONNECTOR(S) UPLIFT DESIGN FASTENERS A01G 13E BRCS 622# (1) META 20 1810# (9)10dx1-1/2" 2ND BRG HANGER BY TRUSS COMPANY A02-A03 B01 EACH 338# (1) META 20 18104 9)10dx1-1/2" EACH 2340# (2) META 24 2365# (28)10dx1-1/2" B02-BO5 EACH 828# (1) META 20 1810# 9)1061-1/2" BOSG EACH 5823# (1) FGTR (1) HTSM 20 4725# 1110# (18) X x 3 SDS (2) % x 5" TITEN 10-10d x 3-1/4 C01G EACH 1489# (1) META 20 1810# (9)10dx1.1/2" CO2-004 EACH 402# (1) META 20 1810 (9)10dx1-1/2" C05G EACH 2700# (2) META 24 (1) HTSM 20 2365# 1110# (18)10dx1-1/2" 10-10d x 3-1/4 C066 EACH 1266# (1) META 20 181011 9)10dx1-1/2" C07G EACH 4385# (2) HETA 24 (1) LGT2 Z365# 1 1110# (18)10dx1.1/2" 10-10d x 3-1/4 D01G-D06 EACH HANGER BY TRUSS COMPANY D07-09 1ST BRG 832# (1) META 10 1 1810# (9)10dxl-1/2" 2nd BRG HANGER BY TRUSS COMPANY D10-D18 EACH 784# (1) META 20 1810# 1 (9)10dx1-1/2" 019-022 1ST & 2ND BRG 1219# (1) HETA.20. 1810# (9)10dxl.1/2" 3RD BRG HANGER BY TRUSS COMPANY D23G 1ST BRG 41# (2) META 20 1810# (9)10dx1-1/2 2ND BRG 3492# (2) META 24 (1) LGT2 2365# 1110# (18)10dx1-1/2" 1O-10d x 3.1/4 3RD BRG HANGER BY TRUSS COMPANY KING JACK 1ST BRG 743# (2) HETA 20 18109 (9) IOdxi-1/2" 2ND BRG 591# (1) MTS 16 990# 14)10dx1-1/2" HIP JACKS 1ST BRG 157# (1) HETA 20 1810# (9)10dx1-1/2" 2N0 BRG NAILED PER TRUSS COMPANY VALLEY TRUSSES 48" O.C. 1 672# 1) MT516 990# (14 )10dxl-1/2" E nwa mrvnivimeEVEv Emmard rnuivt MANUE•ALIUIStK',t,)MUF U1 AVVIM15, Al MUVI-INb I KU$5,JOB # 83806. TRU55 ENGiNEtRINU3 UATEO 21V1021. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT a r E 0 1 Err -6 v -+" 1z�- 4" 00 a 0 �9 0 r " VJ=�� F Y P r r•�t , 3 /� r FOUNDATION SCHEDULE S-1 4" (300D PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS. h`t� F-2 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. I- - M N z 7, O v ► =Q y (. / c 15 f- 4tEIf \9 i I u I � er (0-5 %-$E, lei SHi.rJ�.. LI ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG ## AA26003348 COPYRIGHT 2020 PROJECT FINN RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION �E OF.Ftoli NAEMich ael Seal L J 444 �968.,� 2021.10.13 98 16:-04'00' FRED•ARG ---�_ ----.. MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE ! SHEET NUMBER er 5 Fc) U f-o PROJECT NUMBER r- to l t (p ©ATE SIP UAC rI"", TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa CU MATE FENESTRATION SKYLIGHTb GLAZED FENESTRATION CEILING WOOD I FRAME WALL MASS WALL FLOOR EASEMENT° WALL SLAB R-VALUE CRAWL SPACE° ZONE U FACTORb U-FACTOR SHGCb. R•VALUE R VALUE R-VALUE} R VALU R VALUE & DEPTH WALL R•VALUE 1 NR 0.75 0.25 1 30 13 314 13 1 0 0 0 2 0,40 0.05 6.25 38 13 416 13 0 0 0 3 0.35 0.55 0,25 30 20 or 13+6' W13 10 5113' I 0 5113 excopt 0,35 0.55 0.40 40 20 or 13-Sh 9113 19 10113 W. 2 A 10113 5 and 0.32 0.55 NR 49 20 or 13a5'' 13117 309 15r19 10, 2 R 15110 Marino 4 0 0.32 055 NR 40 0.5 or 13*10h t5120 309 15119 10, 4 IS -1-7- 15119 7 and S 0.32 0,55 NR d0 2 0*5 or 13+10h 1gl21 Sag 15 19 1511g S- 44mo +►.r L t-s ¢ t9 � r 88� -qt AS TM M 1 (6 r(Z. -A'fa.MA -,5o6, W .& S5?- 1'e_ao1I a 11 �D.cac t �sracc../�Tt one vOTlr..r �'c.u4e /DPP;-'t F � N1t��•�1��Ar.�6 ��i'E'� 1�•5 �G-�s-j�" �-!I�' Co F!�? �X`�'cl��t0 r� 4, r 4k 4 12 0MOM PLLATE YS,S SE=L- -TAD s�tl�� �cn ca it ,T•oe�a�or.] �C,.QGIr.. O w s 1Z" • Iz�r rZ" Q- - o ��" PIT. 2KCn,ttCK Lam' 31 [�t1X Zr/zr -' - O �A�PC1J:a @ IZ'orCr 5r~PCoCn�� -© O O O a G A.7.A(z'n'7aa1 Krs l 1 St `�Urrlr.€N � / /dI Ti L GAt� --��Puers� K S E I a Lam'- 1, NOTE: STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE SD COMMON OR ROOFING NAILS HAVING A MIN. 1.314" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W1 A MIN.'/" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS'/A" MIN. DRYWALL AND FURRING ATTACHMENT P,T, I X 2 FURRING @ 16" O.C. FASTENED WITH 1 %" CASE HARD NAILS @ 8" O.C. Vi" DRYWALL FASTENED TO FURRING WITH 1 1/811 DRYWALL SCREWS @ 8" O.C, PERIMETER AND 12" O.C. FIELD. 5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. DOOR AND WINDOW BUCK FASTENING 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C, WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2020 FLORIDA BUILDING CODE WITH AMENDMENTS. g.P_TIONAL 2 X BUCKS SHALL. BE ATTACHED WITH 1W X 3-1/4" TAPCONS AT 12" O,C, WITH DOORS AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2020 FLORIDA BUILDING CODE WITH AMENDMENTS. 'rAK--3 -5 - +AP eras - k-%- LA3A'-u` V-r— C-ue45, ROOF SUCATHTNG NATLTNG ZONE TNF E IrE �' QI� m�1•�p / _ 'l r=• -i �I t.�TSL— f{11 FILL�L 21tx G-K- 11 fFFv i1== 143 ..h Ir 1 W� rem co[�04'1- - tI 5 f G� AL L� sa--rI Dk} 11 ,' ; C ?-'5 O " ZONE P1 REMAINING AREA W/Bd RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4' X LENGTH W/8d RING SHANK @'4" O.0 PERIMETER. & 6" O.C. FIELD. ZONE P3 S' X 5' @ HIP AND S' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD. NOTES: 19/32" CDX PLYWOOD SHEATHING 25` - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT. SHALLBE PEEL & STICK -OR 30# FELT COMPLYING W/. ASTM.D226. M fr�-rA, L UV!✓'� �.6�CPlC �L.�t�acal's� . . EJ•� r � d �'.i �Cca � N{-oari� �•, ri.i /fit +4t `� " "" E'E+tL �c�cr NwL t. t r•3 � Zot-*�. 1P �T"� t e..• T I -a ZL4 ILL eAl. D.G . . qu-al> W/ ao©© Fri G01-v - 1 ! (oto"d,Ct �c-Cos�T, �Ixox L)G>ZI.. e- 511. FW9*1Uea 16i 0.G. . Sl..h.i� wf bllx b1--io/Ia W. l,,..t.M1 bow i="1 �`rl�i-� �"•t b1•r•I ARCHITECT ?-'5 O " ZONE P1 REMAINING AREA W/Bd RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4' X LENGTH W/8d RING SHANK @'4" O.0 PERIMETER. & 6" O.C. FIELD. ZONE P3 S' X 5' @ HIP AND S' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD. NOTES: 19/32" CDX PLYWOOD SHEATHING 25` - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT. SHALLBE PEEL & STICK -OR 30# FELT COMPLYING W/. ASTM.D226. M fr�-rA, L UV!✓'� �.6�CPlC �L.�t�acal's� . . EJ•� r � d �'.i �Cca � N{-oari� �•, ri.i /fit +4t `� " "" E'E+tL �c�cr NwL t. t r•3 � Zot-*�. 1P �T"� t e..• T I -a ZL4 ILL eAl. D.G . . qu-al> W/ ao©© Fri G01-v - 1 ! (oto"d,Ct �c-Cos�T, �Ixox L)G>ZI.. e- 511. FW9*1Uea 16i 0.G. . Sl..h.i� wf bllx b1--io/Ia W. l,,..t.M1 bow i="1 �`rl�i-� �"•t b1•r•I ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT FINN RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT PROJECT NUMBER Zo (l {p DATE IzIII zoZ* 7-/8 12.1 a E - r ARCHITECT Architectonic Inc I ". "q L. 3v rR I- ILI NT- 5 A!'►ll FGEK Puc'r' �E�oNP (c,s�gzvz's) +Lo N DE�- t�[s�� -vo r�r5 CTR C GEND SINGLE POLE SWITCH THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET -- • MOTOR OUTLET WALL MOUNT LTG. FIXTURE L�FI GROUND FAULT PROTECTION PHONE OUTLET II J.B. FOR FAN/LIGHT COMBO{ CABLE TELEVISION OUTLET WP WEATHER PROOF fo, . . RECESSED..FIXTURE CEILING MOUNT FIXTURE 50 SMOKE DETECTORS - DOORBELL CHIMES ELECTRICAL LOAD CALCULATIONS 2415 SQ. FEET 3 VA 7245 VA 2 20 AMP APPLIANCE CIRCUITS 3000 VA 1 REFRIGERATOR 1200 VA 1 DISHWASHER 1200 VA 1 LAUNDRY 1500 VA 1 RANGE 12000 VA 1 DRYER 5000 VA 1 WELL. 2500 VA 1 IRRIGATION WELL 2500 VA O ZmA Z00Q Z0o,A 1 POOL EQUIPMENT 2500 VA 900�f_ 4WO 1 MISCELLANEOUS 10000 VA Q TOTAL 48645 VA FIRST 10 KVA@ 100% 10000 VA ., REMAINDER @ 40% 15458 VA AC / HEAT @ 100 % 12000 VA W.3 E-Alt7 TOTAL 37458 VA m v'> ��nsD �-�� 50o F+� Ct'I 3J 37458 157 AMPS �c s �-r, ��e,l ► F 240 PROVIDE 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT m, WR F--L o o �.-. 'IoOA. D +SC r Sat 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT F N N RESIDENCE ST. LUCK COUNTY, FLORIDA I CLIENT CONSULTANTS REGISTRATION L J AELJ Fq� Michael Seal AR968988 • � 202 .10.13 :23-04'00' FRED ARG MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. I DATE REVISION KEY PLAN s SHEET TITLE 1 SHEET NUMBER SQUARE FOOTAGE 5 LIVING s S.F. REAR PORCH 333 S.F. FRONT PORCH 194 S.F. GARAGE J S.F. TOTAL PROJECT NUMBER . _.. _ DATE 1Z IS ZaZo z rS&I C