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HomeMy WebLinkAboutBuilding Planstl t Sr- h" 2-z r -- — o # Z'S 11'-z" _ I l3'B" !a Z 5L(e,u 7` Rj fv FR PQ _. Q I. ti k)/ TeA,- a '$��� 4"°I I A•., (.o'(O »}, �i `I u,/ �`, _® ..j°!a�'f&: V¢. 3'G9F�r�2 I w/ ra.ws4,w �H' � I � e9 w/Ttcrwsn I PdGrGtr Itx I Memo DEC 21 2on P@rmitting DepartMenC %; igume &ounty o =t G3) 42, X . Lj _. .. $� PV, �'� V7 laG Y_ I ZF,.P I r W `" o°s `p04OT—FM C04 v�e1,.A-cAi t 4 u� Z� t 6 aldO ; i gµ, Y�t1C M. ,�.,..,., (%t.�tti1G.t -- F _. s Km O a �. Io IS IO �r$ c (� t �» . �.-Zn la' 2.t'" P 'f (p'dq' �". Z' o' i COS �1 ZP�'-oN jii-- 111--- `• mo S 0 o I - 48 `! I qm, I i .,,, ^� � . ,.,��,Nde.•i M C4) PAY 7 1 :• -: :a - .rw.. _.� i ' KtTCM, '0RG' Q 19 e r(i All na � °- Esc r � f i ' _ ".; �.,• � k '_' _ — 0 _ „- . x 5GP2 a� TeAr•�for1 I 3 0 „, I 00 v �z) t('Te£.ap5 =� M 4'-aF" Po p�w�oL ZZr p" tYy �,r It 'I ou A" I� fir, �! to 1 zz 4 PR3x95 f G S ems. �H i I PoiT SC Dfl y_--` Z a a pq - s � 1 I I YP4' , i ° Q` .t N I I _ xpe, a � t - All mf-- FRB" I - I N ; c ^ _O im - d ...._ > if PVC';- � loKLo BeG- T 300F Pit N -_---_ __ - W TF sa O AC Ge, s°a° g' 4` q 3 V' 3 10 - C7 � 7 r (-2Z)G,'�E Cl I ?1Te�o.PS - APeCr51 � J;LEVr . oFFlrB R(CtFt 3o57„ _ d• �v t� en I i I� � �, II . _ _ 75'r «. 6� i Z �Z4 3�Co r�P2 c.�r 100 7r-4'/Z":y 2's i, C r F, i (az-iv e�zd`Z�d5b r- ,EVIEW CO A � Ta LUCIE FIRST FLOOR LIVING 9424 S.F. SECOND FLOOR LIVING 1565 S.F. PORCHES 1563 S.F. 9MAGE 1041 S.F. TOTAL 7593 S.F. 4RCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTO NICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT WAYNE LA R S E RESIDENCE ST. LUCIE COUNTY, FLORM�A CLIENT CONSULTANTS REGISTRATION r7F Fitp„�� J S15A :. SrFRED MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION aiNTY KEY PLAN y SHEET TITLE / SHEET NUMBER In'F NUMBER F- ZoI37 IPROJECT DATE IZ/zt jt to fsrx" I'r.•-, 0 Cerlification for Deall n Load Complianc4 1 • DESIGN CODE: Florida (��h Ffrv^+'+itt ^code 2017 Edition w120� supplements using ASCE 7-10 2, Structure Design is: 'K Enclosed _ Partially Enclosed r Open Building 3, Risk Category: „1 II _ III „IV Exposure Category: —.6.Y7 C : D Adjustment coefficient 4. Design Wind Veloclty20 mph `ASD _LRFD End Zone Width,R. 5. Mean Root Height: eft. Roof Pitch:8_:12 Parapet ,_,R. 1 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. (c 'MRH (worst caso) Zone 1:311K Zone 2:- A4Zone 3r E161 Zone 4:-3f, Zone 5:s- (, I Gara le: ar,�/ -r 7. Design Loads: Floor O PSF Roof/Dead: PE PSF Roofll-lve L,APSF Bg oony: PP RAF Dock: _PSF Deck:— PSF Stairs: W PSF Fence: _PSF Railing; _ 8. Were Shear Walls Considered for Structure? Yes -_Not Applicable EXpla n Why Not: 9. is a Continuous Load Path provided? X Yes _Not applicable Explain Win) Not: 10, Minimum soil bearing pressure 2000 P.S.F. STRUCTURAL NOTES: 1. STRUCTURAL LUMBER 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. e. Z�^4r 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 38"MtiIN. 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 g MINIMUM OF 95% MODIFIED PROCTOR DENSITY. II, 6. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED &,SELECTED TO WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD kMPLIANCE. 7. - WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIEd BY MANUFACTURER FOR WIND FORCES f 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. l 9. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE, TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA BUILDING CODE. NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT MAX COATING OR BETTER. ED LUMBER SHALL HAVE A MINIMUM Z- — - - - . WITH TREAT kk .. NOTES: ' DRYWALL SHALL CONFORM WITH SECT ION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. P�Ecl CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHAIIL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. i I I I 12. ars (_rT P,) `^—f' I r L___ WALL AND CEILING FINISHES SHALL HAVE A FLAME ISPREAD CLASSIFICATION OF NOT — 3,03 GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. Z $ o ro o a $ ATTIC INSULATION SHALL HAVE A CRITICAL RADIAN'' FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A I LAME SPREAI? NOT EXCEEDING 23 WITH AN ® nN I C o ' SMOKE -DEVELOPED OPED INDEX NOT EXCEEDING 450, , ; �° �' - - t^ 4 4-Z '� ' Co ,' — 5'_p 3- ACCOMPANYING 2fj i ° G Z pt 0 . FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND U��, SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. .. �T4pt a .......... o I+a ve o f orsrro up �� CLIMATIC AND GEOGRAPHIC TABLE (DESIGN CRITERIA I ,� -� 86' +,j' 3®$ Fite Pam, Cc�, - _, WIND DESIGN SUBJECT TO DAMAGE FROM I AIR MEAN GROUND 6616MIC ^_--'•• —• WINTE(1 ICE BARRIER^., "'^ - -:- .,. +r ;._ ., •s. -.. _ ....... .:. _ - ZCDw', SNOW Speodd Topoaraphio DESIGN Frost lino oeslov UNDERLAYMENT FLOOD FREEZING ANNUAL : � " Rv-,-- ' • u o e INDEX TEMPI�.SHEW,gg$rj 1 LOAD !m h alroou� iNAy cA76GORY' WestherinQ �deptn•� 7ormite TEMP; REgUIRED HAZARb{° _ —_. _....__ ---- iJ1 I 3 14t so a p^ 4/C W t C.epcaE of 9ccfE� O NA Sat Mg. R301.2(4) NA Negligible NA Very NA NA NA _I Jr _ 6r' Kro@ wa�L „ „ ,.. ,. ,D �.✓ s ,.... _r — n _�— Heavy - r _1 3_ 8 - _ ,�-,...,.,.,4 - dd ,.'� , i f 2 Z yKitaTE-1'--'_,f ' —.—' Z- ar C�ga ro a 7-4r . n ' a O ASSe.cEk.r® �, I PPPP d0 1' g KY L rT� 1-8 M I I e -Oa-" ,n _1 ul AS I I m 3ak•7S"' i se:- t ` 11 ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT '"A'E LSE RESIDENCE ST. LUCIE COUNTY, FLORIDA CONSULTANTS REGISTRATION c .• \C E J SF AR96898 i i MICHAEL J. SEAL, AIA Aoncona REVISIONS NO. DATE REVISION EVIEWE CODECOM ILIANCE tiT" LUCIE BOC KEY PLAN FILE C01 X SHEET TITLE / SHEET NUMBER 17N, 1\ IPROJECT NUMBER r-2©1"S7 -- DATE l z-lz i %4n zc, L.ae.s�a..a faAT�4� { tv �LoceE P 7- P- 1 F-•2_ P-z 4lS P-z rclvcvr P.2 6,� �w P- d Q-� V3 ROOF SHEATHING NAILING ZONE INFO. ZONE Pi REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD+ ZONE P2 f X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD. - ZONE P3 5' 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. .(COTES: •.ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 3161 CLASS F, ASTM D 71SS CLASS H OR TAS_107 AND.SHALL HAVE FACTDRY APP.UED.SELFSEAL.SIRIPS.OR-BE INTERLOCIQNG. u [nE:-Mmll -rb? of C�!IJ-II�EY 5tAXLJ-- 13E 1416aHa4:_ "`(A-3 F-O©F hK INGi,-E�j ( rc) r ELQl� 4( ._._. - -- 1 Z.. n t'T•CT•AL- vt- 3bT- I" Co 71 311 b PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT' MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES DESIGN TYPE (WORST CASE) PRESSURES SINGLE HUNG ZONE 4-33.89 -70 PGTINDUSTRIES SH-SSOD FW IMPACT #12X2-1/2" 316 SS PANHEADAT4"O.C. 9/!6"DISTANCETO WINDOWS ZONE S-41.14 739.2 EDGE AND I-3/8"MIN. EMBEDMENT FIXED ZONE 433.89 -70 PGT INDUSTRIES PW 5540 FL# IMPACT #J2XZ-1/2" 316SS PANHEAD AT I7"O.C.9/16"DISTANCE WINDOWS ZONE5-4L14 243.6 TO EDGE AND 1-3/8- MIN. EMBEDMENT CASEMENT ZONE 4 -33.88 -70 PGT INDUSTRIES CA-5540 FLIT IMPACT W' ULTRACONS @ 12.67" MAX. O.C., 4" ON CORNERS, 1.3/4" WINDOW ZONES-4L34 24SA MIN EMBEDMENT &1" DISTANCE TO EDGE ENTRY DOOR ZONE 4-33.98 -50 THERMA TRU FIBER CLASSIC, FIX IMPACT R0 WOODSCREW@13.7S MAX. O.C., 6: ON CORNERSM _ ZONE S 41.14 ^•�� SMOOTH STAR, 76403 S/8" MIN. EDGE DISTANCE, 1" END DISTANCE, AND 1" O.C. OR CLASSIC[ .-• SPACING OF WOO SCREWS DOOR ZONE 4 33.88 -50 THERMATRU F I. C1A551C FL# IMPACT 2 4 TAPCONS @ 14" MAX. O.C., 6" ON CORNERS, ZONE S-41.14 ANDSMOOTH Z713BA 1-1/4" MIN. EMBEDMENT, 2" MIN. CLEARANCE TO MASORY STAR EDGE AND 4" MIN. CLEARANCE TO ADJACENT ANCHOR DOOR ZONE 4 -33JR 30 THERMATRU FIBER CLASSIC FL# IMPACT 1/4" TAPCONS @ 14" MAX. O.C., 6" ON CORNERS, ZONE 5-4114 ANDSMOOTH 21138.7 1-1/4" MIN. EMBEDMENT, 2"MIN. CLEARANCETO MASORY STAR EDGEAND 4" MIN. CLEARANCE TOADJACENTANCHOR DOOR ZONE 4-33.88 -50 THERMATRU FIBER CLASSIC FL# IMPACT 1/4" TAPCONS @ 14" MAX D.C, 3" ON CORNERS, ZONE 541.14 ANDSMOOTH 21138.8 1-1/4"MIN. EMBEDMENT, 2" MIN. CLEARANCE TO MASORY STAR EDGE AND 4" MIN. CLEARANCE TO ADJACENTANCHOR AND 3" & 7" CENTER CLUSTERS 6d%2" GAWANIZED BOX NAILS 2" MAX. O.C. FROM THE HARDIE SOFFIT ZONE4-33.88 -105 JAMES HARDIE HARDIE LAP FL# IMPACT PANELS ZONES41.14 BUILDING PROD. SIDING 132651 CORNER &8"O.C. HARDIESIDING ZONE 4-33.88 N/A JAMESHARDIE HARDIE PLANR FL# N/A 6DX2"NAIL SHANKS I6"O.0 ZONE 541.14 BUILDING PROD. LAPSDING 131922 ROOF ZONE1-29.04 -1795 EXTREME METAL LO NAIL STRIP FL# N/A 810X1"PANCUPFASIENERTHROUGH THE NAUSITUP OF ZONE 2 48.40 FABRICATORS .032 27985.1 THE PANELSPACED W O.0 ZONE 3-72.60 SUDING GLASS ZONE 4 -33.88 .100 FIST INDUSTIES 55" NOAO IMPACT 7- ULTRACON @ 24" MAX. O.0 8" MAX. FROM CORNERS, 6" DOOR ZONE 5 4L34 20-0429.05 MAX. FROM BOTTOM, 1-3/9- MIN. EMBEDMENT AND Y' EDGE DISTANCE GARAGE DOOR -3L46 32 WAYNE DALTON 8000/8100/8200 FL# YES S/16%3-5%8"IAG SCpEW53PEp BRACKET@12"0.0 #1124 8248.11 WITH 1-1/4" MINIMUM EMBEDMENT SHINGLES ZONE 149.04 N/A OWENS CORNING ASPHALT FUI N/A 6-ROOFING NAILS PER SHINGLE WITH 3/8" DIA. HEAD ZONE 248.40 ROOFING 10674.1 ZONE 3.72.60 SHINGLES SHUTTERS 20NE433.88 -54 TOWN AND COUNTRY SAFETY EDGE FL# IMPACT Y."ELCp PANEL MATE @17"MA)L.O.0 PANELATTACHMENT ZONE 5 -41.14 INDUSTRIES STORM PANELS 128562 TO MOUNTING HARDWARE OF DIRECT MOUNTING WITH 1- THC GC6I YMCII�, K• GOMNM'n 11W V Tn lun,rwt<r.nn ne. nr... u........................... .....--.._..�_ ..__ .. _ _. 314" MIN. EMBEDMENT AND 1' MIN. EDGE DISTANCE _ ,..«........................... �n.n..,..,w w,cv rvn In auMULJV-TntALLEPTANCEOFTHESEPRODUCTSAND METHODS OF ATTACHMENT ARE RASED 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. �'ECbPATt ,J@ clltOLA ._._._.......... ....-._.. N rye 1 1. l� f 41tt { j4'o,�E J6N6�� L7`iP.� J F.f; �L.EV ,P tL a d 3 �g �d 1 m 4 \3 _q 0 t` ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 --F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG #AA26003348 COPYRIGHT 2020 PROJECT WAYNE LARSEN RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION .m 221 'IREa r1 Y ,, MICHAE� . SEk , ALA AR96898 REVISIONS KEY PLAN SHEET TITLE / SHEET NUMBER 60r_ 1 b PROJECT NUMBER 2 Zo 137 DATE ILlzl(r ('F�F`'t I T- . rnnwFrrnR SCHFfri1LF TRUSS ID BEARING POINTS) TRUSS ACTUAL UPLIFT(GROUPED, WORST CASE) SIMPSON CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS A1GE 48" O.C. 255# (1) NITS i6 990# (14) lOdx1.1/2" A2-A3 EACH 869# (1) MTS 16 990# (14) 104.1/2" A4G-84 1ST BRG 1835# (2) MTS 16' 1980# (28) lOdx1.3/2" 2N0BRG HANGERBY TRUSSCOMPANY B5-88 EACH HANGERBY TRUSS COMPANY B9 1ST BRG HANGERBY TRUSS COMPANY 2ND BRG 404# (1) NITS 16 990# 14)10dz1.1/2" CSGE 48" O.C. 243# 1) MTS 16 990# (14) 10dz1.1/2" CZGE 15T BRG 653# (1) MTS 16 990# (14) 10dxi-1/2" 48" O.C. 672# (1) MTS 16 1 990# (14) 10dxl-1/2" C3 EACH 648# (1) MTS 16 990# (14) I0dx1d/2" C4G EACH 4416# VGT 4940# (1) 5/8-0 THRU BOLT & 16-1/4 X 3" SDS C5 48" O.C. 132# (1) MTS 16 990# 24) lOdx1.1/2" C6 1ST BRG 320# (1) MTS 26 990# (14) lOdxi-1/2" 2ND BRG HANGERBY TRUSS COMPANY C76 I" BRG 1334# 2) MTS 16 1990# (28)10dz1>1/2" 2N0 ERG HANGERBY TRUSS COMPANY D1GE 48" O.C. 250# (1) MT5 16 990# (14)10dxl-1/2" 02-D4 EACH 698# (1) MTS 16 990# 14)10dxl.1/2" OSG EACH 3569# MGT 3965# (1) 5/8" O THRU BOLT & 16-1/4 X 3" SDS EIGE 48" O.C. 226# (I) MTS 16 990# (14)30dz14 2" E2-E3 EACH 732# 1 MTS 16 990# (14) 10dxl-1/2" E4 13T BRG HANGERBY TRUSS COMPANY 2N° BRG 6101 1 (1 MTS 16 990# (14) 1Odxl-1/2'" ES EACH 613# (I) MTS 16 990# 14)30dx1.1/2" ESA 1ST BRG HANGERBY TRUSS COMPANY 2N° BRG 601# (3) MTS 16 990# (14) 1pdzi-l/2" F3-G1GE 48" D.C. 277# (1) MTS 16 990# (14)10dx1.1/2" G2-GS EACH S23# (1) MTS 16 990# (14)10dz1.1/2" Hie IST BRG 558# (1) MTS 16 990# 1 (14) lOdxl-1/2" 2ND BRG HANGERBY TRUSS COMPANY H2 1ST BRG 427# (1) MTS 16 990# (14) 10dx1.1/2" 2ND BRG 1011# (2) MTS 16 1980# (28)10dxl-l/2" 3R°BRG HANGERBY TRUSSCOMPANY H3-H9 EACH 970# (1) MTS 16 990# (28)10dx14/2" H10G 1ST & 2ND BRG 1713# (2) HETA 20 1980# (28)10dxl-1/2" 3RD BRG HANGER 8Y TRUSS COMPANY Hll-H17 1ST BRG 315# (1) MTS 16 990# (14) lOdxl-1/2" 2ND BRG HANGERBY TRUSS COMPANY HJ7A 1ST BRG HANGERBY TRUSSCOMPANY 2ND & 3RD 316# (1) MTS 16 990# (14)10dx1.1/2" HIS 1ST BRG 860# (1) HETA 20 990# (14) SOdxl-1/2" 2ND BRG HANGERBY TRUSS COMPANY 18 EACH 541# (1) MTS 16 990# 14 `30dz1.1/2" Lie IST BRG 1324# 2) MTS 16 1980# (28) lOd%l-1/2" 2N0 BRG HANGERBY TRUSSCOMPANY -16i L2•M4 VT BRG 83ON 1 MTs 990# (14) 10dz1-1/2" 2ND BRG HANGERBY TRUSS COMPANY MV10 48" O.C. 353tt (1) MTS 16 990# (14) lOdxl-1/2" N2 EACH 605# (1) MTS 16 990# (14)10dxl-1/2" N4G EACH 3033# MGT 3965# (1) 5/8" 0 THRU BOLT & 16-1/4 X 3" SDS KING JACKS 117 BRG 743# (I HETA 20 1810# (9)10dx 1.1/2" 2ND BRG 591# (1) MTS 15 990# (14)10dx1.1/2" HIP JACKS 1ST BRG 157# (1) HETA 20 1830# (9) lOd% 1•I/2" 2Dd BRG NAILED PER TRUSS COMPANY VALLEY TRUSSES 48" O.C. 672# (1) MTS 16 990# (14)10dx1.1/2" PIGGY BACKS 1 48" O.C. 1 137# 1 (1) MTS 16 990# {34) SOdx1.1/2" TRUSS INFORMATION TAKEN FROM MANUFACNRER'S SHOP DPAWINGS. CUSTOP LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS IAYOUT FOR NG DATED ZMaO20. ALL tDA05 REPRESENT WORST LASE ARCHITECT r Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARC H ITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT AYNE LA SE RESIDEIVCE ST. LUCIF COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION o•F FAO AEL,/ '•, 0 �l. 1 lln •. 918�8� I r r MIC L, AIA AR96898 I REVISIONS NO. DATE REVISION rOR KEY PLAN SHEET TITLE / SHEET NUMBER -A- 4 or PROJECT NUMBER );-ZLo 0 57 DATE Ilitf%L07.o tJ4G�i� �0 FOUNDATION SCHEDULE 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 2 # 5 BARS CONTINUOUS. F-3 16" DEEP X 30" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS, F-4 16" DEEP X 36" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS AND # 5 TRANSVERSE BARS AT 24" O.C. F-5 12" DEEP X 24" WIDE SPREAD FOOTING WITH 3 # 5 BARS CONTINUOUS. F-6 16" DEEP X 30" WIDE SPREAD FOOTING WITH 3 # 5 BARS CONTINUOUS WITH # 5 TRANSVERSE BARS AT 24" O.C. yP21-lo 8"ems it -L col I TV m l it sr al ABurt1AV l2. •FI'L Ar` [Z z 1, IZax 1Z oa�poc stl C 1-, v. ° I CT> I F�- IF SAfu.'f a�l E.' to • Cn {z.N.E� El � � r�l 4? d -- Q, cah�CR R7C ,,. tb 1.e4 STBln44. g'6a.eS6 9'-o OTC! Zi!`ta! `'10,4 4`rs dk ana �. 6'd.4• Ctst°se Ale- cVl176 6 Y4 I rr >loef2. Y 5, ,,Do e , - - to i !_ ,I_. "'I , n' 1- zgl_•4•°. I �r d°. o S 2D 1i-� 4-0 4 5^1 I y I I I I I �L✓� � SWPE � ;° vC A`Y I �, tT' f-z �� 3 — j ( �, .Q I d Rysaws: 1 4 { a i s 3 I rN % o 3 0 r:- 77 „a I I 1I\ Coo, 36 {®Z _ to FQVA N/ I ��lCo I ta,-s' N r 0 ZB-G id 00 ,Q M O �id VIEWE` CODS: COME T. LUCIE C OCC ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT DYNE L RSE RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION O .0 6L to R96898 ' V ST�R�p • R��� IA' 8 REVISIONS NO. DATE REVISION ITY SHEET TITLE / SHEET NUMBER PROJECT NUMBER l- 'z p, 13 7 DATE (Z%41z04oD li- w_a�sr ARCHITECT Architectonic Inc 'Ir2'Dl2YW Rt_I.-- n , 1/t t7g`ewRt L-" I 2x4 -rod ?t ATr S l t t CAL1-L,t.�rv"Y'v I-io U 5 E u�v_a,67 -•- 2x4 STNAS GP 24'O"Cf Z Y, C- P,�',z x4 Bo•tt-oM 1�'L.AaTF f IFS v-1 l h1 T'"rnu-% ✓`11`�= 5 '�l.002 TABLE R402.1.2 INSULATION AND FENESTRATION EOUIREMENTS BY COMPONENT' MAS9 BASEMENT SLAB" CRAWL FENESTRATON VI SKYLIGHT" GLAZED CEILING WO FLOOR SPACE` TION FRAME WALL WALL WALL R-VALUE LL Y"�4.-L. 5 EC— t 1 `r ' V GLIMAIE ZONE U.FAo FENE5TRA U•FAO SHGCb. e R VALUE R:VALUE R VALUEI RNALUE R-VALUE & DEPIF! WA R VALUE h+. ,...^..�......�. %n�Si 1 4TORh NR JOR 75 � 0.25 .�."� 50 9l-0 — 4 d 13 13 0 tl 0 0 ? IDS' 3 0.36 0155 025 3d 70 or 4 e%nePl 0 40 49 20 or 13+' ' A113 14P 10,13 10 2 9 10!13 0.35 m ---- ..�(Y.55 NR 20 or t3l9' 1311 30n 15119 tU 2fl 15g9 0.32 '.. Matlne4 — _ _49^ — 70*$nr 13*10^ 15f20 3Ue M9 tU 411 1@+70 3q.Af4'e," G4aa•A I C'a � w�(R 104Aa I4 CT 6 0.37, qS �NR 49 3Ae 15;19 i44T11 15f19 1 7 and d 0.32 Q.55 NR 49 20 § or 13�70' 1917.1 �'a.. ( Lk l\ Y �1 AflS �AtLINa C.v A.5 8- 5°ct McT 6E GTio F.a Iod i. S' PteK�'r�.. S!\ALL BF aPr.CEC+ aL9 �rrSPt\c_.,e��. ep.rJ tJOC' �'A55 Ft,AsSik"N Coc�hsTE� SLNnP�o+ > raIt'S lc.P Pere '7TeA.-PP\"x" t/tll THFt!- croLQ �a I. I Lscl•leA� n7C)iE: Eo>^ Av�rrlaraAL. tv.->fo ¢.Mr4T101J SEE 'l��l'4CAl, WF.GL. SECTtoh-1 ZKk,. LATF-ZP-L 612AC.tNCo FIKWr 4 reuss�s tzLPCoE vtVWE- [-roP,1E Zoamom aRor-tP0 7y.4 "" X „ J`. reU4o,56.5 e �ITCoE 4-o"o,c., A,stvr oP I' t ve� E-- LAP 6 (D�1 Cs C-Q ROUST6. LiS�PA S N t li`� g a�i.oa s �.. i{"a,C, PEC, ii G"®,c, FtFLD ZX,(p Cof..�TIr.�Unu,S NA•.tt.E.e SiMf'tioa..a r\i5 (G v..,/14-tod NPeLS Ci• 3z"orG, I ,YZ1 PR ' ::)©_yeTp-..+L, r CoYCp (bGri I t� 1 Ipf(•"^^�t `Job J 4' (U / _ T"aar- ^-wv k"Fe CAi Cr� P�i�'I�i itvoPlN � oR F42e�R.� SNlw�tof-Ft.. htrp- eXsvA-rgtaNh rbv- � I t.oCs><'SrPK4 tt°SG7ci='(�Tf Zx^ �t h� T-1 Wu l G CID •r-1 rec A- -A- GeG.vA � tvcPE- 2 K4 sae I va o- Q T-a P,& C3oTCtar-°t C-ltaeP 'ST Te.u15., W,4p' w/ ltod W P•.f L=F rya C7" fti �-Z3 tti+4u�Trcry OOLT7 J104.3 �j�T tat,? iaP• 8�.� PsFe.C..1s-E.&� ,. a • .. ,, W t P-•E ; e4 ,A f L-ttf- Wit- -Z e S W/ 3/e,0K (Q 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT WAYINIE LAB . E RESIDENCE Sa. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS IzxIZ 'Tl•iIC�ENr� Z4 C. REGISTRATION FlScecm4.A4E,a �atA(nae„te�g �1a. '`P^,(E OF•p�0 Qe t-n�-'tTtc. S�eY-Ina 1 ELKS 1 •`^ St(P �k til+,tc "� Pr-- F a cap psra,,t_rwscra 2c�n..t�-- D�.'r'mll. �`tSt'° 'Q-?A SFk.I+-L( �aL'-PRPt►�"1�. C'.MES>i4t-T�.. MICHAE�SE�A`L�, � �sut-►mot a eJ 5 AIA AR96898 REVISIONS Cpt-sTf Fs4.aC.N , r`�Ga �)^ 61-N -N^Sxtc lG ouee- 5/e:,CPK sF'o C, PE2 g V0,C° PII- t-17 KEY PLAN ZXCo GjT1A�ci t� AG44Q,C, FILE 4:M ... �C4$LE Z'1'Cz:RaWhl,. a et--Ck h l4fc•oFCo'�nseE:��j/ t£n.c-g ,(ve of p('GNING } "Or To Et-oof- �'L2e [.,oCMT1�h?S „ 1 - �'FP. CioL-T2 �i gY.,ro,G E5'tW��N TlM-Rt,wt- ^:. ,r n CDNT; g'fEwt }neat W/ At vke-5 ©� Ittj �(L�J,m fob wA� ^9oL." g� SHEET TITLE /SHEET NUMBER �a'C"can.� tdtl».NC"G R •r 2 F0-VkC>f� Al. -I PROJECT NUMBER r- Zo lB 7 DATE tZ/te(Zm ZQ Em l T- LeL:P>��rna , 65 1© SJM:iJS IvfT LrQe.�_� �ACN �tJD 318 x A4\L s — - ri 0 � OVV E F RI M D 'C2TJ5: Pu . 2xca _tt w tQ i11CCG" EAC4_5.7FAP —� zx z CONNCcTOIZ 15 TtLU$S coVpa a PLAN VIEW0. N _ _0 V E P4,-- F2A M E D T2 U5 / / (_._• of Z Q� j rco X /x Tr I r hT�E C ,AX4X'02 GUS�r�T Lvt_ Z .Q S1 Oca �3� I I o VlL2Kca IZy,12K './ i\r3AD1)L*- -roe et.Am /z'96 -mt.u. 2xce Safe w 1 4`�i�- P�oC TS w/ empq, e t a9Q .c I �I AU_ w f-LP�r 4r ae PAR- c Q-AAr-1/,6,4srt .v I CCC., lt1.11Ck Ttfz.. moo-. S�V o1^ 42ca F%-e'CF' Q0e �8 w/<-z) 5-68"Y, S" •f(T fc.IJ' 1 -l�Cz�C��G`d4 L w/ S/a"rctp"F'xPe Ca �L"pAc, ��+.�n� tt�5 M, Ne �QOVtpE.G3,) CoXCo C'it,S..k�t,Jt�" lj �P�rT 1t.J �GoE- , r! b L33 Zr` ra 3 t ap 6M MAXIMUM HEADER SPAN 3'-0' I 6'-C IB'-0'I If-0' WALL HEIGHT STUD SPACING I I 1 z 1 z z s i IEfOEit sows RPPMM 9C OF HEM 10•-0' OR LESS 16' O.C. 2 1 1 3 1 3 3 3 i FULL IFNCIH SIIU AT FAtlI END OF 1EADFSt 10'-0. OR YOPE 16' O.C. 2 2 3 3 4 4 er <: 'Ft6eese.A.45 5k11nX t....�.:ez 1/7- W-'r U-. A,cL ARCHITECT ArchitectonicArcHtectonic Inc 806 DELAWARE AVENUE 0 FORT PIERCE, FLORIDA 3495 T: 772 460 7751 F: 772 460 4244 ypc- x4' Tof WWW.ARCHITECTONICINC.COM fz-^4"-i STATE REG # AA26003348 gc z,A,z M OF-14-t � tc / ,/z. P Y wboiT COPYRIGHT2020 GLI0-,ems k Nyaet r PROJECT ?rC. 5<fe*t®c.E.K�P 9A� tt,0014- VE LRSE W" ��`' `'r'� RESIDE CE �y1at<Tt4� @ Ga, Sl. LUCIE COUNTY, FLORIDA �1p Of %A., oFtntrM1 ",y: it Arm CLIENT 3/'1 C GR. Pl `Ctax�o� 6CE�rr.?t'L r; P � � - �n�ca 1►.� �� e...�sa P�1t � �v� e. 4L i'kr ao d. O I Fr, CONSULTANTS REGISTRATION OF F( EL J A 96898 MICH IA AR96898 REVISIONS NO. DATE REVISION Firm !� I KEY ' SHEET TITLE / SHEET NUMBER 7 dF \ o it fI Fj�tT�G. r OVERHEAD VIEW 2W ue') W I)u.., •. [1 M. CENTEA13NE OF Art, BOTTONY i,... moo, its Ee MICA,) OFF PROD, AAL1, ON MET ENTRY CA6s -jTy FfUYiflYAY IIfN)it i v !Q %dl.1S IJ AS Ex0 I � • [NNITIN TIY,US bN f1pM^.'I"WAY . / ' �( — L29 ADD POOR m FINIllyagox Paine / slvx tint NOTE: I ]rci xNPs- �,' E A r2HAx MFE OPx CDo n _ _ - ✓ t 1_'""-•'�• Floor A�l NTHO ._. ..... ,. __... crxiF�eue swzrtAsensRAFT Mxrzi%irT�IG a ,�- _ TOP or lltiAa-maY _--/ I— 1 _II, t .___,!.L CON PRA1fTOP eaa ... I I ` MACHINE ROOM POWER fl,�4UIREMENTS: -1- 12LS7 oi4s1131LiPY a ,. ISCONNECT'To BI- SUPPIIEO BY EL ECRICAL CON FRACTOR .... TO PASJStIt M1UISgOk1IX FIn PaP'� ¢I 1hp QO3irdb;p bdtl0ry beak 'IOpWrO tltel¢W Wmr¢Ier3011er, 1 f T i I I N W t FOR CI IUE 2t1 r'kYi `rvin a W li L sl dniy recommeMed!heat the foeow nS dlscanneM or Its equal be Y'kai]<AI, WOW Op L.A�ifi.S[# G :01 EXCORD 12IN ERVAIS WITHOUT a %NTFn4MALtlC DTauu. tit) Le WITH IP"PUW!1 - I -""" I 01 n " a. As ,IEMANS(or Comparable quality) Silos mKH'r ly L, Aru106ptl 10 v Syr pC "kyy / -I MN :IIFT21N6 UO[N"WAY NA LN 10LE"114Rk I LII STANSHAIN234auxlHar,conumetkit WITH 00DAu ,a13i a' Ok i f AU: {oath[ IN (OPTI'ALIP fl1IL p: MN31iR2'I relactetl rile Wl (nNS (yP01uS3) MID svIa tRul TO U4 Mip CORCHECU !U Fl2 P.T. , t Rom'S 1.1,ij a Our. II It it IYIOu[Or tlutllary ronlaM ltmscw d IIOIW bOv erner9eney I T. j I lj Ilw¢tlnn vollagd cannot ba renwved propany whentllacor nett is wmad 9tlit koW61 A A I j 1;� 1 ]D IUIN IIAYE WIII POWER SUPPLY ' a _;I ,ne servim .IT pAuw a 1 1.• I , r rl am .. 2o240 V single, phase s round Paul NO¢IOR -- ----- I" eperete llo vac tlghl cirait for cab llghtinp lrecpmmandpd) t ELEVATION VIEW� -- -- 4 �T a -a esnoi w,r¢d Into aslantlaM 1pm ,wires Trust be ELEPHONE _-____ __ __ __ ,, fI '� el¢phnnallne wired to eslantlardfamel l hpefereble — 1. li( C F1 ponce lln alp jack fn l(rd :Ili FN!ci IW.v p ak c .rxmcR nP. 60 ,, rARnj _E ivP It ( ENERAL LIGHTING: TO BE SUPPLIED BY ELECTRICAL CONTRACTOR y P[Ak. IT ° eneral llghling of to machine roomspace Whir a nursing switch merle C, FA1aOE TrOT ally accoloilbe should be ProvMador aid soNcaaEllitY of orlulpmpnl yr 1 I the luture so-.z SECTIONAL VIEW— MODEL 94gLE: �1�L. ROPln IIYDkC) O N.T.B. -.. .,. _ o lr ' I CAB so 1 13PACHETh 4_i SiA.'t) FROM ,' •• r.udLu- NOTE! _ 1 ... 1 e.. / , Y.ST I . Fh001{ fz FrU (htTo. O fl - I. / i Ni 1 1 k L W t .i£ F PCE !tP +j[11f 13RA4 DOOM �fTun'O %] I\RH I _ (1 ti 1'f kY Tiff t' f{E �Allll y v ' S to {, nA R pEt tb [[O 1n 1 f2 Fa OI I nt pt u 1 A cal I Itu it �; an m K cv r�rn t � it ("I . ... Alf r Ir #,'CRIr; 33" PLAN VIEW_-MODEL-_RT MACHINE ROOMI ESS �c i Q' SCALE 1/ 1 IN It 2"X4" e ELECTRICAL'. Pak AU (C AD b All"' 9ia --......-: ' LOAD CAPACIt Y(TbB) C.An LOAM TOTAL, LOAD I1006 2,500 PIT / 0r1RHEAll IzG/31 [RLMryN'tS MAX FREE:; (ft/min) M1N. 111' TryrtF TRAVEL MINIMUF I OVERHEAT) 40 1..' .a AID hY[e 9,tCO Y'S1 1`1 P Ir NIX - BOX �. l • qi] t It"xYk H1l3 7.tY4t[M itli ATN. AI.A`a �"i � Lr ITT ttaNn I ! j (4kh h WED AM6a Y's IRS BrI..i;Kor TO I Wa, i.,., .. x.1. RAiL BRAC I F 1 CONNECTORS -_ - -' for AII S1 rEl'I)II .A'11 `I YOB BItA("INCS •+. NOTE; 1itiNon.I pit el urixxr...T ieq,vrd SCALE. 1/2" _ t �>,_..-l-,._ _... - when nvejr 3S" t914.dinml d op SCALE 1, Wood Frame Quick Ties ��,fe�- V'555--T-A, E- c.;, QuiekTie Placement !leader Tie -Doran Requirements Girder Tie -Downs (� ALLOWABLE LOAD: 1,909 LB • I i�TB Multi -Ply e%" Grade 2, Hex Nut s/ a", 7x 19 Galvanized Aircraft Wile Rope Wire Rope: / Blue Upgh Force per Girder Truss 2W x 2Ya" X'/ie"Steel Plate / 3/4" Threaded Stud Swagedlto both Breaking Strength . 4,2001b Truss (lb) Roof Trusses 1I( ends of 3/le" Aircraft Wire Rope Hole Diameter: see Truss } f } } 2411o/c ( Top Plate : 1' Design Drawing 1 Sill Plate : 5/8' Concrete :7/16" e q^ 4 Coupled Conuedion End Concrete: 61/4' 6 Y4. sft° Min. Comp. Strength 2,500 psi QT Hold Down ," Min. Embedment AI for Uplift and/or QTB(L) THREAT Min. Edge Distance : 2-1/4"._ overturning TER 0910-01; FL #13468.1 QT Spacing to Resist Uplift (See Table Above) ' QTG `,' ALLOWABLE LOAD: 2,839 LB (NO EDGE CONDITION: 3,182 LB) 121 (see note t ,� 1 a/"x 1 a/e"11ga. Steel Plate I/a",7 x 19 Galvanized Aircraft Wire Rope 7,000 Ib 4 below) ,� Grade „ Greet Wire Rope: r w e to both Threaded Siud 5 a d Strength 2Nex Nut �3" x 3" x%a" Steel Plate rz 9 Breaking ends of 1/a" Aircraft Wire Rope 1 1 i 1 �od Trusses HA4 Hurricane LS12 at Clips (662 lb) 1,Sl2 @ ach End 46" OL- MS24 Shop at Each Headers Wider Than End QuickTle Spacing or When concentrated Uplift Loads Bears on Header Q 31 to Hold -Downs to Resist Given Girder Truss Uplift (Install on each side of column to minimize / ecceatficity) Each de Hole Diameter. 1 Top Plate 1 �� t r Foundation i Ir foondagonl . " Foundaton Sill Plate 5/8"jARR/ 4" qj Coupled Connection End Concrete 9/16' Concrete: 61/4' 6,�„ dy Min. Comp.Strength 2,500psi ���y��-_/�\�\ii\\\/ram\\/>✓���i�\�\�� y\\iy\\i/\\\.,�/,��,'r����v�\\\ter\\\y y\\i.����\\, �I�--I� r QiG(L) anB o Min. Embedment 4" NOTES: Min. Edge Distance 2-1/4 1. Sheaming for shear walls removed for clarity TER 0910.01; FL #1346$2.. 2. All QuickTies shall be installed according to these specifications mess designed and certified by a registered design pmfecalonai 3. Install QuickTies at each end of all shear wall segments. More th2n one QuiekTie may be required to resist combined faces due to uplift and overturning. 4. Refer to Table for maximum spacing requirements for QuickTies used to resist uplifts only. Install one OuickTie within 12' of each load bearing corner (one side of comer, preferably the side where the top plates lap over the other wall.) 1 a/"xis/"i 1 a Steel Plate s 5. Allowable loads provided in this figure are for QuickTle System only. Building designer must Party that the wall structural framing elements are capable of transferring the loads to the OTS. Grade g ' /s; 7 x 19 Galvanized Aircraft Wire Rope Wire Rope: 6. See header connection schedule for connections required for he ders 8'-O" and greater. 2 Hex Nutt /3" x 3" xl/a" Steel Plate s "Threaded Stud Swaged to both Breaking Strength 9,800lb 7. Use only QuickTle System materials as supplied by OuickTie P oducis, Inc. i / ends of s/e' Aircraft Wire Rope Hole Diameter: inarommm Top Plate : 1' Sill Plate 3/4' Concrete : 3/4" QUICK TIE'S SHALL BE LOCATED AT EACH SIDE OF EACIE CORNER 3e/g 6 s/e" Coupled Connection End Concrete: j`_ ?� gar„ Ba„ ,x Min. Comp, Strength 2,500 psi AND EACH SIDE OF EACH OPENING NOT TO EXCEED 6 0 O.C. Min. Embedment 6" THREAD Min. Edge Distance 35/8 SEE PLAN FOR ADDITIONAL LOCATIONS IN BEARING WALLS ETC.. r4"Grade zHex Nut ^:=xb1 1440olti Pre' -stress Allowable PLF Load 3"x4116"XWSteel Plate sW 7x19GalvanildAircraft Wire Rope " Wire Rope. Nominal Breaking Load Load, at 8' 0" I s/a"Threaded)StudSwaged toboth Breaking Strength Diameter Strength ' Safety ii ends of d ' Aircraft Wire Roe Hole Diameter. Safety Max. p Inches LBS Factor - -2 Spacing Sill 7/8" Factor 2.2 Concrete : 7/8' eaa/4^ Concrete: "� { "T 6 Coupled Connection End Min. Comp. Strength : 2,500 psi A' ---a) • —{ Min Embedment 8-1/8" Min Edge Distance 3-1/2'- OTN(I) nieeao lr ;Q-I lL" k r , I,,: 'z 411 ;° W x' u d 111 ride 11, 1. QuickTies are manufactured In one inch (1") increments from 210 62, (Longer lengths available). `'' A. 2. QuickTies part numbers, QTX(L), correspond to the length (L) measured from the tap of embed urface to the uppermosttop plate. a i I S fortle'). �.�^ ` G` t t.: AZ— 4 �'"l�%i P—Y C' :�.✓ l C./y (Example: For L =1 T-i°, QuiekTie part numbers are QT817.1 for /ts"; QTG17.1 for /<"; OToi 7.1Ip for hs° and, OTR17.1 for /s" . s 3. To anchor the QuickPoll System to the foundation, GE-1 Epoxy Adhesive is used (Refer to Pagel o for product Information). 4 tE +�+ nfr "I § � �_C , •atcY ,yypT `arz 3 a" "$, .o-' MA1`T6-- $R:rH ❑ n I -Ill taeo corn / ALL'14EG _— [ia-1?�Y I— — I'efc.Pl.. ❑ i. � A F'LaYC- S�cJ / I Plyi nl6 2M A. A I.. O DPW tzeF iKYTcLier-� I 1 ( I Y6L Olen L — _ --- I�h � — CL oFFtoE A 0 gArcN r� Fv MO 5l6.IGL tat_. G gKhCnE 611-1. tC14- L kF- r.-!-`#coj' rt e eji 1FC..C>C:>V— Nr� A A ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751' F: 772 460 4244 W W W.ARCHITECTONICINC,COM STATE REG # AA26003348 COPYRIGHT 2020 OJECT E 'LARSEN RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION pF FC0R, 0D r AR96 8 ~ V Ph. MICHAEL J SEAL AIA AR96898 REVISIONS NO�DATE REVISION REVISION ZE V1 .E.,s Its KEY PLAN -acop SHEET TITLE / SHEET NUMBER C3 ;= NUMBER (z yp 1 -57 IPROJECT DATE 1)_ I ? l zo ^tea At C� Ft'r-r-1 e'r- FT FCTRICL LEGEND_ SINGLE POLE SWITCH 3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET MOTOR OUTLET �a WALL MOUNT LTG. FIXTURE AFI GROUND FAULT PROTECTION 7 PHONE OUTLET II J.B. FOR FAN/LIGHT COMBO CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSED .FIXTURE CEILING MOUNT FIXTURE 50 SMOKE DETECTORS o- DOORBELL G rl CHIMES O4/IRINC+ 7"ROI.ICrW 300A EP "EP 150A ISO i 4 3 GLI GKOLINo TIE C.W. PIPC QDLCr. Sra /'�l'�SDMCM IN $/Z"C ' DRIVEN C+RDUND Rl UNZ6RG+20UNt1 SL•'R�ICE r, m p-4vT r. Pwn pe��-_t-41 fl G L TC Q 4p fr T -p r---T I I J r__T � I V REV -- j I L__ � fcc OFF Co ELECTRICAL LOAD CALCULATIONS 4989 SQ. FEET 3 VA 14967 VA 2 20 AMP APPLIANCE CIRCUITS 3000 VA 2 REFRIGERATOR 2400 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 IRRIGATION 2500 VA 1 MISCELLANEOUS 10000 VA TOTAL 59567 VA FIRST 10 KVA@ 100% 10000 VA REMAINDER @ 40% 19827 VA AC / HEAT @ 100 % 18000 VA TOTAL 47827 VA 47827 200 AMPS 240 E L CTZ ,1. PROVIDE 300 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT --- ®1� 00 El I ,eer�noru :)ok MI�6Fj" � cL! � w�<-t•rs�Mf�L�G"�`i `� ors EF­ M'ti I m 1"o Yn,et+ J FG .. pLIM +COUN socci FILE COPY ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONlCINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT WAYNE LARSEN RES1DE N CE ST. LUCIE COUNTY, FLORIDA 3ULTANTS SHEET TITLE / SHEET NUMBER dh Ia PROJECT NUMBER ft DATE LZ/Zr/loan fbGt"r t'I I ,I To '. air Was I I tf�valve t I i V2" WC 11/2° PVC t 3" VTR--) to sink to sink Py to WCC mouj mounowailvt 1 �• '_" _... 3" nt ,' v I �,/ latrral t ^ S� Cabana Bath L' �.� / 5tudlo a"Pvc. 1 t/2" PVC L to WC /to Lay �- \ Bath ,, I j<L I 4 4" PV�C,/ / 2" PVC ,1 1, i 3p" rvc up 2" PVC 2" VTK /^ to rh'r 1 2 d shoe to rhr 4"rvc Z.W Bdth t TP C valVeWr Was �v to tub pvc r laundry 11/2"loop linear ale lnlat g'.!`YC In attlo drat n �'^valve VnIVe air Inlet to K etnk \I i 1 \ I' 1 � VSirolvo e ��� ` I Kitchell �I 4 valve V 1� to T S" WC t t/2" r 2" ViR �.J \ �to WC 2�� ryc�/w' i V2" PVc I alr filet 2-waY 4' to sink cleanout to tub to sink I valve _Master Bat I 1tn^rvc i le�\4" Nc to i t/z" PVc-^t 1 �`� I f to W \r eeptlo rYatem t o Im PVC W, r,C,iM./ 'let to WC Bat43111,3 `\ 1 2" PVC IA Sh'n Cj �7�.c�car-1 I A AIC, I l__.d I I �{ I ,J J It k-t- p B 1� L 1 d r J Ah I REVIEW a rL CODE CO L,� ` ST. LUCIE/tCC BOC:C" FILE ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT Y'll LARSEN RESIDENCE ST. LUC:IE COUNTY, FLORIDA CLIENT CONSULTANTS • • • SHEET TITLE / SHEET NUMBER PROJECT NUMBER ro t DATE /Loy 0 a�te.r l r