Loading...
HomeMy WebLinkAboutBuilding PlansNOTES: l DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING CertiflCafton for Design Load C0113DIIance 1. DESIGN CODE: Florida 9PtTE�+3(-code 202OEdiuo RESIDENTIAL CODE. " w/20, supplements using ASCE 7-10 V 2. Structure Design is: ­4 Enclosed T Partially Encl sed - Open Building CERAMIC TILE IN TUB /SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION 3. Risk Category: -I _ -II _ IH __IV Exposure Category: _B X C _D Adjustment coefficient I °Z i R702.4 OF THE FLORIDA BUILDING RESIDENTIAL, CODE. - 4. Design Wind Velocity L41mph _ASD _LRFD End Z n Width Eft. 5. :Mean Roof Height � I ft Roof Pitch. 47_.12 Parapet ft. SPREAD CLASSIFICATION OF NOT L HAVE A FLAME S L AND CEILING FINISHES SHALL 6. Components & Cladding WALL P Desi n Pressure use 9. d (PSF base THAN 200 AND ASMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. �' �6,1�'Zone f7 on Actual sq, ft. Q . MRH (wdtst case) GREATER Zone 1: 2 - (ro�.�r�one 3i'7� Zone 4-�.'&�,1Z ne 5 !; iGarage: PLAi ^ 7. Design Loads: Floor. ! PSF Roof/Dead: (-E PSF Roof ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT Z Live PSF Balcony: _PSF PER SQUARE CENTIMETER WITH. A FLAME SPREAD NOT EXCEEDING 25 WITH AN Dock: -PSF Deck _PSF Stairs: __ PSF : Fence PSF Railing: _ PSF ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. 8. Were Shear Walls Considered for Structure?4 Yes -Nc t Applipble Explain Why Not 9. Is a Continuous Load Path provided? Yes ____Not appl cable Explain Why Not. --'- FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND 10, Minimum soil bearing pressure 2000 P.S.F. f SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. r TABLE 11301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SUBJECT TO DAMAGE PR_O_M WINTJ�U rCE BARRIER AIR MEAN GROUND- - SEISMIC -- -" '- SNOW S aed° Tppo9�aphic DESIGN Frost line DESIGNDERLAYMENT FLOOD FREEZING ANNUAL LOAD (mph�eflocls'(NA) CATEGO_RYI W_eathering.-deeth° Termlia°7E_REQUIRED_^ _ HAZAHOS• INDEX( TEMPI NA See Fig. R901.2(4) NA T Negligible NA I Very NA NA NA I RUCTIIRAL NOT ; 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000P.S.1. MIN. FIBER STRESS VALUE.' _ 2. CONCRETE SLAf3S AND FOOTINGS TO BE 2500 P.S.I. MIN. :I J" - - _ 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH30" MIN LAP I 4. CONCRETE COVER OVER REINFORCING STEEL: `I FOOTINGS 31. r CI' 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCE ED 12'AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY.-' o' 6. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED &SELECTED TO WITHSTAND WIND FORCES . OF THE FLORIDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE. ,e 7. WINDOW AND DOOR ASSEMBLY COMPONENTS TO EE CERTIFIED BY MANUFACTURER FOR WIND FORCES I OF THE FLORIDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. CONNECTOR SCHEDULE, B. FOR METHOD OF ATTACHMENT FOR DOORS AND WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT. TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPLIFT (GROUPED, WORST CASE) SIMPSON CONNECTORS) CONNECTOR(S) UPLIFTDESIGN .FASTENERS A-84 EACH 1454# (1) HETA 20 1810# 19)1Gdx1.1/2" B5-B6 In & 3R0 BRG 1269# (1) HETA 20 1810# (9) SOdxL1/2" 2ND BRG 2041# (2) HETA 24 2365# 12.16d X 3.1/P' E.Ei EACH 838# (1) HETA 20 1810# 9 10dXI.1/2" GEE 48" O.C. 300# (1) HETA 20 1810# 9 10dx1.1/2" GRA 1°' & 3DD BRG 3202# (4) MTS 16 3960# 56 10dz1.1/2" GRB P BRG 2472# (2) HETA 24 (1) HTSM 2365If ` 1110# 12.16dX 3.1/2" 10.10d X 1.1/2" (4) Y+" X 2-1/4" TITEN Z BRG 521011 (1) FGTR (1) HTSM 20 4725# 1110# (18) W X 3" SDS (2) H" X 5" TITEN 30.10d X 1.1/2" 4)'R" X 2-1/4" TITEN q° 3 BRG 225# (1)HETA 20 1810# (9)10dx1.1J2" KINGJACK 1ST BRG 743# (1)HETA 20 18101t S 10d81.1/2" ZNo BRG 591# (1) MTS 16 SSW 14 10dX1.1/2" HIP JACKS 15T BRG 157# (1)HETA 20 1810# (9 10dxld/2° two BRG NAILED PER TRUSS COMPANY VALLEY TRUSSES 48"O.C. 672# (1).MT516 99011 (1414dx1.1/2" PIGGY BACKS 48" Ox, I (2) MTS 16 1980# 28 14d x i-1/2'" TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS, CHAMBERS TRUSS, JOB # 75551, TRUSS ENGINEERING DATED 7 23 2020. ALL LOADS REPRESENT WORST CASE LOADING. FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID ANDSTRAPPING. PLACEMENT.. - 9. ALL LUMBER IN CONTACT WITH CONCRETE SHALL e E PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA BUILDING CODE. NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM 7- MAX COATING OR BETTER € p,f LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD (APPLIED UPLIFT LOAD COMPOSITE BEAM LI 2'10 6113# 44609 _ SF16/1316 _ 1_8_ L3 4.0" 6113N 3079# BF O/1T-18 L 4 4'-6" 6113# _ 2724# 8F16/1T-IB LS 5'-4" 5365# 2290# BFlfi/IT-1B 1.6 51101, 4360# 20939 BF16/ST-111 7 _ 6'-_6" 3480 - 1880# 81`16/1T-18 _L l8 T-6" 2661# I) 1634tt I��® 8F16/1T-1B 19 9'-4" 1843#113_3_# GZ-'{ SF3f./1T 38 L 10 _ 10'-6" 153311 ,j j l $ L# 914q Co 8F16/1'r-4 L 11 �11'-4" 13660 _ :Z ql e- 798# . SF16/1T-1B L12 12'-0" 1254# ` !- nr 723# 81FIVIT 18 L 13 13 -4 1075IX ijqi -11^. 606# L$ SF16/1118 J L 14 14 -0 1002# 559111 SF16/1T 1B L IS 14 -8 1370# _ 5190 _ SF1G/1T 18 l 16 15 -4 12501r ;§ } °,1 485# "T a SF16/1T-1B L17 17'-4 404# a-_14, 6f SF36/1T-18_ 718 _ __950# 19 -4 750# _',TE5F58,. v 347# 8F16/111B ' L19 21'4 598# 306# SF36/1T-1B L20 22'-0 550N 295d 8FI6/17-18 L21 24'-0" 450q 267# SF16/1T-I8 I Fa I c_- I I RECESSED UNTE.. MANUFACTURER: CAST ORFTE - ._,_ LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 4'-4" 520611. 2635# _ SF14/1T-1B RL-2 4'-6" 5206# 2525q -� 8F14/1T-1B RL-3 _ 5'-8" 4567# 1960# 8F14/1T-18 RL4 5' 10" 4242it 1900p 8F14/1T 3B . 8 3120# -3Vt A 1GSid - _41TRGS 1B `.. RL-6 T-6" 2459# 1462IX 8F14 1-118 / Rl-1 9'-8" 1568# 1135# 8F14/1T 1IF NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT_ APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. _ •+ SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATI N. p+ "O �L In IYl = � J 12 Iql-� d R-0 I L9 r �I 1N OF-Y, hHoP N FILE C® N IZi�IZ Car-4G,}wr.k; +' t,17 .> ^� ErJC 6 41 8°4ftc, Ie0I-E. KCC4e$S}0D ® 94cc. • • • s-NMI'D8: r Cp +.10 I„ A 00 CO N s BIDE®w f�aSa pa?f?4� '1 f � K-NI ( - NV 1 o VAe A ) (. CL.G, - I SHCL.YF.� I "M 9 -4_�- o S� P tC 4C-. t1ppPk�-7 /-9 L I3Ga PKT - rev I<f e-, "E. I1 0,01 <` U4rr�, r Hoe - I tar gI $ Alt f8t c�jxl T .a 0 -1 PA Q CPS i'f>[✓i N o o Df= L(O I PRODUCT REVIEW PRODUCT OPENING PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS, MENT METHOD DESIGN DESIGN - - TYPE PRESSURES PRESSURES. (WORSTCASE). HORIZONTAL ZONE 4 -33.88 -50 SIMONTON/PLYGEM STORMBREAKER FL# IMPACT If 10 X 2 PH WOOD SCREW @ 6" MAX. O.C., AND 6" ON. SLIDER ZONES41.14 WINDOWS PLUS300VL 16389.2 CORNERS, 1-1/2"MIN. EMBEDMENT AND Y"DISTANCE` 0 EDGE-: DOOR ZONE 4 -33.88 .Go JELD WEN PREMIUM VINYL FL# IMPACT ". /16" T�PCON @ 24"MAX. O.C., 1-1/2"MIN. ZONES 41.14 V4500 21706:1 MBE EN7 AND 2-1/2" DISTANCE TO EUGE PATIO DOOR ZONE 4 -33.88 -60 JELD WEN PREMIUM VINYL FL# IMPACT `' J16"7APCON @ 24"MAX. O.C.,1-S/2" MIN, ZONE541.14 V4500 21706.2 . MBEDIOENT AND 2.1/2" DISTANCE TO EDGE WINDOW ZONE -M.88. -50 IELD WEN PREMIUM - FL# IMPACT /16" TAPCON @ 24" MAX. O.C., WITH St TICENT ZONE 5 41.14 '. ATLANTIC 13999.4 ENGTH TO PENETRATE MIN. OF 1-114" CONCRETE CASEMENT kTEACH LOCATION W/1-1/2"MIN. EMBEDMENT AND -1/2" ISTANCE TO EDGE ROOF ZONE-1 -33 -$ -196.75 ' METAL SALES - 5 V CRIMP NOA#' N/A X 15 'ORROSION RESISTANT WITH SEALING WASHERS ZONE 2 48.4 MANUFACTURING; 18-0313.02 / MI . S/16" PENETRATION OF ROOF DECK @ 8" O.C: ZONE 3 -72.6 CORP., Eli ER & MAIN FIE b FASTENING .@ 12" O.0 9• - I�KIZ°COA.?Cr 00 LIZ- ,I THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE, THE ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION CCEPTANCE OFTHESE PRODUCTS AND MI THODS OF AND IMPLIES NO WARRANTY OR. GUARANTEE BY oe o,o THIS OFFICE FOR THESE PRODUCTS- Q, z 8 s ?- 5 " r I I ' 141 oat LILn Ito- O p z B-fin Mu .I 2 LA k1 ., CC 4 A M i tL #' ^a1 P Zoe, f� C Pic vim. I e a, F tKr -e� C�/ P4, L1-S- LI(a,G ep i u i to-ta �-g If9i°I L-LO --------------- Z84� CI- � 2 �CAs�IateNT L.2 _ Z' ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 424 WWW.ARCHIT CTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2 20 PROJECT WRIGHIT RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT O CONSULTANTS REGISTRATION O MICR FL..... E1. J SE44 * ; IRE AEL J. SEAL AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN +� Zlol -0330 ea LI> - e REVIEWED FOR 9 IQ°5o 110�r- I r-0t-f.,ioODE COMPLIANCE ST.-LU IE COUNTY ROCC e1 a f SHEET TITLE/ SHEET NUMBER ` IT A, 4 FILEL PROJECT NUMBER p Zoo 572, DATE 9 /z /La Z Fg.R' , I - 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. r• c a I Q G Q ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 6D :IF0" O .C,. COMMON OR ROOFING NAILS HAVING A MIN. 1.3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR t:1> B.- STAPLES W/ A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD -t1 gaG'-� FRAMING MEMBERS MIN. 4 Tr- l-L -' OABLE e k)E � Tio j f c T oh3 \ • ND �2 CPY 4c_`Yµ f.--- ir.�.•�---`•d. ,,,,.—^- �..,,.� ,,,...»^^..-.,.,,,.a4 �p 2 X 4 SPRUCE OR 2 x4 SHDAIHING TO BE 0Re. BETTERLATL:?w; LING NAILED WIT'II8D DOOR —�� BRACE s' p.C. CgMMON NAILS AND WINDOW BUCK FASTENING WITH (2) 16D A P..C. @ EDGES AND COMMON NAI�` `T O.C. INTERMEDIATE 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS 12" O.C. WITH THE DOORS FASTEN To E(TYPICAL) " .AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A SES r i6D COMMON % MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND NAILS @ M O C BEYOND THE INTERIOR FACE OF THE FRAME PER 2020 FLORIDA BUILDING CODE WITH '°•- W AMENDMENTS. III ROOF SHEATHING NAILING ZONE INFO. OPTIONAL ZONEPI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" D.C. FIELD 2 X BUCKS SHALL BE ATTACHED WITH'/," X 3-1/4" TAPCONS AT 12" O,C. WITH DOORS ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD. WALL AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW ZONE P3 5' X 5' @HIP AND 5' X LENGTH @GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O,C. FIELD BOARD AFFIDAVIT WITH A MINIMUM PENETRATION OF 1.1/4" INTO BUCK. BUCK SHALL EXTEND NOTES: BEYOND THE INTERIOR FACE OF FRAME PER 2020 FLORIDA BUILDING CODE WITH HURRICANE` 19/32" CDX PLYWOOD SHEATHING 2 X 8 P.T. `rVITII L2" STRAY 4 O/C AMENDMENTS. BENT UP AND _ 25'- 0 OR G " " GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. ] BOLT OR OVER GABLE — — UNDERLAYMENT FELT SHALL B- PEEL &:ST-IC_K OR 30# FEIl.COMPLYING W/ ASTM D226. .@ 4' O.C. BOTTOM CHORD - ----N-_'»..^•-......�:.-.,-_'` SIMPSON FIETN Zo DRYWALL A I) FURRING ATTACH M_ENTIn I X 2 FURRING @ I6" O.C. FASTENED WITH 1 %:" CAST HARD NAILS @B"D.C. /:" DRYWALL FASTENED TO FURRING WITH 11/8" DRYWAI.[. SCREWS O.C. GALE E1ID-D PERIMETER AND 12" O.C. FIELD. T, LIL 5, „ $ DRYWALL, FASTENED TO FURRING WITH l I/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. i I i { I MiiiiIII AL—i t TABLE R402.1.2INSULATION AND FENESTRATION REQUIREMENTS By COMPONENTS CLIMATE ZONE FENESTRATION 1 ifFACTOR' SKYLIGHT' U-FACTOR GLAZED FENESTRATION SHGCI R-VALUE WOODWOOO FRAME WALL R VALUE MAS9 WALL �yAl AEI FLOOR R-VAt UE DASEMENT'-SLAB" WALL R-VALUE R-VALUE &DEPTH CRAWL :SPACE' WALL R-VALUE 1 NR 0 ]S ll 2v 10 IJ 0•4 17 0 0 0 2 _ ono oev ...._. _ ol, ...07`r ae I� d I — l) 11 U JUJS 0 , 3D� i0 ur 135" SU I -. t11-ri' _ 0 519 d oxcaP1 Mar n4 0 35 055 U 0 49 20 or 13 54 p I• 1 a 11 11113 10 711 tU 13 5 and �0- —� _-d9 -- `— _- --- Ma"nad 07) 55 NR LU or IJ,.i 131/ 10, IS.'19 tp 2H iG•1F)� 49 2U ar 73�101 1510 10u t5f19 7U 41I 1;u1f7 ]ands _P fI _ 0 NH _ nfl 206ur f3�lUx 1g21 3111--_-,1v.t4 10 •I ll 15'Ifl w I tiC7cj CAv,L>cu�ce 5'C'LiCCQ u�i.Tc�. Pes�os'I�C� Ceon3ctfT CFre-r- 1 $l1L.lc ItisI�CG/�'rlQr`� (457 I I pp � I I I 1 t�Lero.` II Y C i r�l II I! II I a� I I J _II II I.I_. I' I i FF-� \RCHITECT architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECT NICINC.COM STATE REG # AA2E 003348 COPYRIGHT 2020 'ROJECT WRIGHT RESIDENCE S T . LUCIE CC UNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION I NEL 1 &EA EKED P J. SEAL, AIA 96898 REVISION VIED FOR OMPLIANCE IE`COUNTY OCC NUMBER MICHAEL A REVISIONS NO. DATE KEY PLAN AEVI BODE ST. LU SHEET TITLE / SHEE E- 7t r i 4l' IPROJECT NUMBER DATE q /r �Lo ?a ARCHITECT Architectonic Inc 'i 4� _. Ce� 4 t' F I L-L-r [la G E L-I-_ f i i (Zvi 0 lj6( w peY-� c7aEZ �(B"cD� P�YwooD w -'. ,�Q Nt,,e�#raC.. 2.n+*�*- o�7raea.,: �# •°'' � f0 K'ooF STQ.uc�ruRE_ 2'�,eU" _ .G• t OF fit=-pd`�( - - -- F14-4a:l IL1 EA - IA ,coU r-TLL-FD I4/ aoOc,ICI ems, A, 4-�- na C osmgrr o 0. {�� oml U i -LTE l W / i i Cc�-cA,ue P,�w�c•��r F'I'r I ll4l `Z�E5,-.IIl L `n IHI-P4L�5; ZxA G>C4 ar.. �JI a 8 y 7K4 -ro 1' 4 (,A T-C;`- In �, p d i:C ,.. Gon>T, I ✓ X (� X I v.L'IJG,- �.1..'lJY"") z x b !J G tf ccz.'ry a_4 TLIG GC7 FII it�I f y,.. t 6 P,T,z x�: E,n�stor�I PLP Tt:.� - - ��I°C � �I) �U��•f:i Gc�1-JG. SLR w/ b"X bI �' I©/Io �• L.J.M Baerv��rcrU,b U�. GIER -.___.--� E-"Am'`t'tt3(a, FLA-0 �b4Fl T D,T�ED��[i J ILI u INSlL�> _- � µ .5 II 4-a tl A "f — -0 d- M4 FOUNDATION SCHEDULE %Z 0rS/ _a -µ 4 ( 09 S-1 4" (3000 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. F-2 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. r e >v d1' 4" IN 806 DELAWARE AVENUE FORT PIERCE, FL- RIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITEC rONICINC.COM STATE REG # AA 6003348 COPYRIGHT 2020 PROJECT WRIGHTRESIDENCE ST. LUCIE OUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION MICR OF ... >CPEL J Ssq4 e R 898E f EL J. SEAL, AIA R96898 REVISIONS NO. DATE REVISION KEY PLAN REV CODE ST. LL EWED FOR OMPLIANCE CIE COUNTY BOCC SHEET TITLE / SHEET NUMBER NUMB R Z QO `c IPROJECT DATE �t l to o rea., I T z L nF u cf : 9w e� s 4uzz>�oc� (' SILL 1' I, PE�Act� Y rlL 4- e8s ELECTRICL LEGEND SINGLE POLE SWITCH 3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET _ 220V OUTLET MOTOR OUTLET WALL MOUNT LTG. FIXTURE CIFI GROUND FAULT PROTECTION PHONE OUTLET II J.B. FOR FAN/LIGHT COMBO CABLE TELEVISION OUTLET WP WEATHER PROOF O, RECESSED FIXTURE CEILING MOUNT FIXTURE 50 SMOKE DETECTORS DOORBELL FEE CHIMES ELECTRICAL LOAD CALCULATIONS 1718 SQ. FEET 3 VA 5154 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 WATER HEATER 4500 VA 1 DETACHED GARAGE 12500 VA 1 SHED 5000 1 MISCELLANEOUS 10000 VA TOTAL 63554 VA h1i� 2� IponpA FIRST 10 KVA@ 100% 10000 VA REMAINDER @ 40% 21422 VA AC / HEAT @ 100 % 12000 VA ���1 ✓;NST �xaST [n1'� 3�3,#GttiII/Z.0 2 � I 3t�-3��G� t+allfz"e� 'bY C" c e-k4S> -P-Eia r> 1-6 ppsusna caessvrx> kosa TOTAL 43422 VA 43422 181 AMPS 24 PROVIDE 200AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT wo e 2(,3 I SCr, aft; a, ARCHITECT Architectonic 806 DELAW FORT PIERCE, T: 772 460 7 F: 772 460 4 WWW.ARCtilTECTONICINC.COM STATE REG COPYRIGH Inc RE AVENUE FLORIDA 34950 751 244 # AA26003348 2O20 PROJECT WRIGHT RESIDENCE ST. LU IE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION SEA RE4 1CHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN REVIEWED CODE ST. UK, "` COMP ,.., ... BOCC SHEET TITLE: / SHEET NUMBER PROJECT NUMBER p -Z ao 5-Z. DATE ct h. L o 7