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HomeMy WebLinkAbout2020-06-03 Sealed Bussey Revised Permit Set - DigiSign MSI _t N N Certification for Design Load Co fiance 1. DESIGN CODE: Florida Vr., VALcode 2017 Edition w/20-.T supplements using ASCE 7-10 2. Structure Design Is: Enclosed Partially Enclosed Open Building 3. Risk Category: , rl x II _ I11, zp IV Exposure Category: _B 2LC _ _D Adjustment coefficient till n I el i5 mph _ LRFD End Zone Width !4L-ft. Mean Roof Haight- 20' ft. Rvaf Pitch: t _ Parapet_____ft. m a a tng Des gn Pressure used: (PSF, based on Actual sq. ft. @ 3 0 'MRH (worst case) Zone 1:- j �`j Zone 2:- j1 Zone 3:-6 _7 Zone 4:-?3,21 Zone 5:- E/, / Garage: Z G 7. Design Loads: Floor: ? PSF Roof/Dead: If PSF Roof/Live 10PSF Balcony: _PSF Dock: —PSF Deck: _ PSF Stairs: _ PSF Fence: PSF Railing: PSF 8. Were Shear Walls Considered for Structure? ?� Yes -,Not Applicable Explain Why Not: f Is a Continuous Load Path provided? !c Yes _Not applicable Explain Why Not: 3 N SQUARE FOOYAG E LIVING 1700 S.F. PORCH 900 S.F. I/- 3400 S.F. TOTAL 6000 S.F. / ATTIC/STORAGE 1500 S.F. ©m � MS el W .-- 1 it ��Oit 2of 0' t 7. A. lo`-o Io'-la' .3-0 1 Zi�-fit' Vgt� f3'' o P 7 a• � i#� pe„ _ri"�/N ri t o 4 I4- 41, 4 14E44-0' r i t III 7 N N -1 0- iZ, root ��i f`e- VeJ rI? A., 3 514 M 41 Ito �Trlw Efit sY (let) 'Dtn1�� v F ❑ _t 001 - I - g o rl i Nat419Z Ft r=— t- L— u 33 7 - ,I 'T 4 i Q�9 i H'iNCfr�j I ay't[ 4� Design No. U337 Searing Wall Rating — ] iIR. I Finish Rating — See Item 2 2 �16"O.C. --! 6 O.C. ,4 a � 1 ` i4 : �r �O'G44 INTERIOR.. SIDE ±I Z 14,1 4tfG F 17� 1. Wood Studs — Nominal 2 by 4 in. spaced 16 in. on center, effectively ( �A-GA44 crass braced at mid -height and fire stopped at top and bottom. y CTY�' ?. Gyspum Board* --- 5/6 in. thick, 4 ft wide, applied vertically. Wall- k �y A board attached to studs and bearing plates with I-3/4 in. long gals e�� with 0.128 in, diarit shank and 7/16 in, diant head, spaced 8 in. on ` Z' �•�• G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP—Type DGG (finish rating 20 min), Type DAP DD, DS. 3. Gypsum Board* — 5/8 in. thick, 4 ft wide, applied vertically_ Wall- board attached to studs and bearing plates with 1-3/4 in, long galy nails with 0.128 in, diam shank and 7/16 in. diam head, spaced 8 in. on center. s AMERICAN GYPSUM CO —Type AGX-7 (finish raiing' 20 min). BEIJING NEW BUILDING MATERIALS CO LTD -- 'Type v DB,i-1 (finish ran24 min). =f}rpe CG3-3 finish rating20 ), Tyinpe CG5-5inish rating 20 min), Type CG6-6 (finish rat - in 2Q m, e CG9.9 (finish rating 20 min), Type CGTC-C (finish ra#i igg0 mut). BPS AMERICA INC— T pe EGRG (finish rating 23 tic Pe, Z�� min). GYPS FIC S EORGIA-PACIG-P COOP- Tyres 5, 9, C, Type DGG (finish ratingg 20 min), Type GPFS2 (finish ratingg 24 min), Type GPFS6 (finish rating 20 min), Type DS, Type DAP, Type DI7 \9 ` finish rat- ing 20 min), DA. . LAFARGE NORTH AMERICA INC ij gA- - r Tyy e LGFC2 finish rating 2244y min), T�e LGFC2A, Type LGFC3 (fuush rating 20 min), 20pmirLiGType LGFC6A ngg 20 min), Type LGFC-C (finish ratingg (fF ish rating 34 min}, Type LGFC-C/A. PABCO (� GYPSUM, DIV PACIFIC COAST BUILDING PRODUCTS INC—Type PG-9. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD —Type EX-1 (finish rating 26 min) 4. Joints and Naitheads--- Exposed or covered with paper tape and joint ` A-,- S-� compound. For tapered, rounded -edge wallboard, joints covered with `Bearing the UL Classification Mark oa a t3 LAC- Pk � q t I ee Stet ©'r ©�t t t 9 el ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT. PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.AR CHITECTONICINC•COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT BUSSEY ` RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION ��•�F' F��.Q AEL J Michael Seal �� NFql •: A96S98 ,� 2020.06.03 16:03:25-04'00' FRED ARG MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION J)' q t e7eq Ile( e,Jt�r-D Q � �13bd Le. F-rv/ Sep KEY PLAN SHEET TITLE 1 SHEET NUMBER PROJECT NUMBER I?- DATI -:�>/I (I ftIP_.I�4 t-r I Gj1t7 LEU.6.T lb/J 7 :u VIS " PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN TYPE CASE) PRESSURES ROOF ZONE 1-31.4 -35 CORLE BUILDING 3-R/PBR PANEL FL# N/A #12-14 HWH SO OR #i14-14 HWH SD INTERIOR SUPPORT ZONE 2-49.6 SYSTEMS 6278.3 FASTENERS ARE EITHER SPECIFIED AT SZ" O.C., OR THEY ZONE 3-69.9 ARE SPECIFIED AT S-7-5" O.C. ALL END SUPPORT FASTENERS ARE AT 5-7-5" O.C. WALL ZONE 4-33.8 -35 CORLE BUILDING 3-R/PBR PANEL FL# NOW #12-14 HWH SD OR #14-14 HWH SD INTERIOR SUPPORT ZONE 541.1 SYSTEMS 6282.3 IMPACT FASTENERS ARE EITHER SPECIFIED AT 12" O.C., OR THEY ARE SPECIFIED AT 5-7-V O.C. ALL END SUPPORT FASTENERS ARE AT 5-7-5" O.C. DOORS ZONE 4-33.8 -75 PGT INDUSTRIES FD 101 NOA# IMPACT #12 STEEL SMS @ 23-1/8" MAX. O.C., EXCEPT JAMBS ZONE 5.41.1 1.7-0504.01 13-1/4" MAX. O.C., 6" ON CORNERS, 3/8" DISTANCE FROM EDGE AND 11V MINIMUM EMBEDMENT DOORS ZONE 4-33.8 -70 FLEMING STEEL SWINGING FL# IMPACT STEEL SHIMS SECURED TO JAMBS W/3/16"X1" LONG ZONE 5-41.1 DOOR & FRAMES EXTERIOR 14Z37.1 WELDS BOTH SIDES OF FRAME. SHIMS WELDED TO HOLLOW STEEL STRUCTURE ATTIME OF INSTALLATION METAL DOOR DOOR PRE-ENG)NEERIwD SEE ATTACHED ENGINEERING THE SEAL HEREON IS PROVIDED ONLY TO INDICATE 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. Ilk u C-> I C:G�a FOUNDATION SCHEDULE FOUNDATION DESIGN IS BASED UPON METAL REACTIONS BY OLYMPIA STEEL BUILDINGS 108 NUMBER F.0.22518 DATED 2-19-19 WITH AN ASSUMED SOIL BEARING CAPACITY OF 2000 PSF. S-1 4" (3000 PSI ) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 12" DEEP X 16" WIDE MONLTIHIC FOOTING WITH 2 # 5 BARS CONTINUOUS. 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" Q.C. EACH WAY TOP. F-3 5'-8" SQUARE X 2'-W 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 AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" Q.C. EACH WAY TOP. F-5 9'-4" 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-6 10'-4" 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-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. EACH WAY MIDDLE AND TOP. NOTE: 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. Z. 4"—cay 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 2017 PROJECT BUSSEY RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION MICHAEL J. SEAT., AIA AR96898 REVISIONS SHEET TITLE / SHEET NUMBER k PROJECT NUMBER DATE 3 I I f� MUTES: DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING RESIDENTIAL. CODE. WALL AND CEILING FINISHES SHALT. HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALT. HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMIETER WrM A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. ROAM BLOCK INSULATION SHALL, HAVE A FLAME: SPREAD OF NOT MORE THAN 75 AND SMOKE. DEVELOPED INDEX OF NOT MORE THAN 450. TADLE A301.2(1) ... e...•wrn w.rn .enna Ar]u![+_ RR4tr3l,E f:RtT'PR1A GROUND KNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORYI SUBJECT TO DAMAGE PROM WINTER ICE BARRIER AIR MEAN DESIGN UNDERLAY IT FLOOD PREE73 ANNUAL TEMP" REOUIREDh HAZARt)69 ENDeXI 7EMPfNA speeds mqh 7a}tographto aflnotpk NA WeatfletinjFrosiflne dB'J4h° Tormlts, See Fig. R30t,20) NA NegligiblNA I Very Heavy NA NA NA STRUCTURAL NOTES: 1, STRUCTURAL LUMBR TO BE HEM -FIR 42 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 317 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. System No. W-L-2149 F Rating.— 2 Hr T Rating ' • Ift'�ahil 1. Wall Assembly--• The 2 hr fire rated -gyp stim wallboard/stud wall assembly shall be constructed of the materials and in the manner speci- fied in the individual U300 or U400 Series Wail and Partition Designs in the VL Fire Resistance Directory'and shall include the following con- struction features: A. Studs •— Wall framing may •consist -of either wood studs or steel channel studs. Wood studs to consist d£nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced'max 24 in, (610 mm) OC, B. Gypsum Board*— Thickness, type, number of layers and fasten- ers as required'in the individual Wall and Partition Design. Max diam of opening is 3 in. (76 nun). 2. Through.Penetrants--- One nonmetallic pi a or conduit to be centered within opening with a nom 3/8 in. (10 nun) annWar space between pipe, or conduit and periphery of gpening. Pipe,or cbnduit'to be rigidly supported on both sides. of the wall assembly. The following types and sizes of nonmetallic pies. or coitdults'may be dsed: A. Polyvinyl .Chloride (PVC) Pipe --. Nom 2 in. (51.mm) diam (or smaller) Schedule 40 solid core or cellular care PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) pip- ing system. B. Rigid Nonmetallic.Conduit+t— Nom 2 in (51 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code WA No. 70). C. Chlorinated Polyvinyl Chloride (CPVC) Pipe— Nom 2 in. (51 mm) diam (or stik6ler) SDRI71CPVC pipe for use in closed (pro- cess or supply) or vented (drain, waste or vent) p€ ing systems. 1). Acrylonitiile Butadsene Styrene (ABS) Pipe --- Nam 2 in. (51 nun) diam (or smaller) Schedule 40'soiid core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, - waste or vent) piping systems. E. Fire Retardant.Polypropylene'(FRPP);Pipe— Nom 2 in. (51 man) diam (or smaller) Schedule 40 FRPP pipe for use, in closed (process or supply) or vented (drain, waste or vent) piping sys- tem. 3. Fiirestop System-- The details of the firestop system shall be as fol- lows: A. Fill, Void or Cavity Materials* -- Wmp.Stdp -t Nom 1/8 in. (3.2 mm.) thick intumescent material supplied in 2 in. (51 mm) wide strips. lWo continuous layers of wrap strip tightly wrapped around nonmetallic pipe and held in place with 2 in.'(51 mm) wide min 3 mil:foil tape. Wrap strip to'be slid into annular space on both sides of wall such that 3/8 (95 tnm) to 1 /2 in, (13 mm) of wrap strip extends beyond both surfaces of the wail. Min 1S gauge steel wire tie to be secured around middle of extending portion of wrap strip. 3M COMPANY —Ultra GS B. Pill, 'Void or Cavity Materials* ••-• Caulk- Min 5/8 in. (16 mm) tWftess of caulk shall be applied within annular space on both sides of wall. An additional mitt 1/4 in. (6 mm) bead of caulk shall be applied at the exposed end of wrap; strip at the pipe/ wrap strip interface on both sides of wall. 3M.00MPANY---CP 25WB+ Caulk, IC 15WB caulk or Ffre- Dam 150+ caulk "Bearing the UL Classification Marking ++Bearing the UL Listing Mark 9-1 MML � P K.E— E►at 61—Se•L F-1 J. 11-s- 1 . h. _. ! .. -- Design No. U301 Bearing Wall Hating-2 HR. Finish Rating-66 Min, I. Nattheada—Exposed or covered with Joint finisher. 2, Jolnta—Exposad or covered with fiber tape and joint finisher, As an alternate, nom€ndl 3/32 In. thick gypsum veneer ptaster may be applied to the entire surface of Classified vanaer base- board. Joints reinforced, 3. Nails—Bd camenPcoeted nails 1-7/8 In. long, 0.0915 In. shank diem, 1/4 In. diem heads, and Bd cement -coated nails 2-3/8 In. long, 0.113 tn. shank diam, 8/32 in. diem heads. 4. Wallboard, Gypsum'---6/B In, thick, two layers applied either horlaorntany or vortically. Inner layer attached to studs with the 1.7/8 In, naas spaced 6 in. OX. Outer layer attached to studs over inner layer with the 2.3/8 In. long npils spaced 9 in. O.C. Vortical joints located over studs, Alf joints In face layers staggered with joints In base layers. Joints of each bads layer offaat with Joints of bass layer on opposite side. Canadian Gypsum Co., Ltd. ---Types C, SCX, SHX, WRX, Colotax Corp. Type 1 or FRP. Domter Gypaum—Typo C, 4 or e. Georgla•PacI is Corp., Gypsum Div. —Type GPPS-C. Gold Bond Bulding Products. —Types FSK, FSK-G, -4, FSW, FSW.G, or .4. James Hardla Gypsum -.-•Type Fire X. Pabco Gypsum, A Div, of Pociflo Coast Bldg. Products, Inc. --•Types C, PG.2, PG-3, PG-3W, PG-4, PG-B at PCs-C. Standard Gypsum Corp. —Type SGC or SGC-G. United States Gypsum Co. —Type C, IP.X1, IP.X2. SCX, SHC, SHX, WRC or WRX. 'Boar€ng the UL Classification Marking 1. Metal Wall or Roof panel -• 26ga steel panel applied perpendicular to stml purlins or girls 2. Insulation -- Spun glass with vinyl facing, Flame spread 25 or better applied perpendicular to Steol purling or gifts, between the purl in or girt and the panel 3, Sheet Metal —12" wide 26,ga continuous shut metal applied perp. to purlins or girls, between the purlins or girls and the itisulation. This nheet metal acts to pinch the insulation blanket tightly to lire Roof or wall patter. 4. Wallboard Gypsum - As called for in UL portiton design, let in tight to purlins or gists and the 12" wide sheet metal, Seal all ++rx ks with UL rated joint compote min. SN' thick on both wall faces. S. Studs - As oglied for in the UL partition deli„ ry let in between the purlins or girls and tight to the 12_ wide sheet metal 6. Wall - per UL partition design O r Patti ion Attachment to Steel Buildings A,tzlD lg Nt l,.. �s �'X Ott SiIaDS Lit C t ........... ` _I —•I- _ _.�. Fie—LfN 2X� 5T>�l>s G 4Co a,c, o Qt'1ar+�Ar G_ l'- I3 t r�5r,Lr3,Zrtot� I �- I C._ 2 7c4 +eta iS'o t•'1 P c�`C 3/� Kf`G Pt-`[t�oc�D � �X � •'c�aP P�aT-Ir `' PAL z,x to 1-r-__17" iZ� L_Ai�eS 5�gj -T t"` ?r • � Ft�- 2ra•,T� �ri ; zrLd" V'oTUz>t '7 1/Z'1 yc r11t* `t0 . G, t t'--�•- GA�a L- t`t �[� _"�2 --- Ci- {1zrr C) 4CCr�ON „. J Q GUTTER AND D13WN ' SPOUT SYSTEM 0 FINISH GRADE ,— METAL ROOF METAL SIDING METAL "ii GUTTER ! DOWN SPOUT METAL SIDING PRE-ENGINEERED STEEL STRUCTURE 8' PURLINS 3`It}1N�L FAGE.V otJA�-- t�su�.Tlati oP"Ct SEE SLAB SCHEDULE SEE FE11TING SCHEDULE PRE—ENGINEERED STEEL STRUCTURE 31�k" ram. �. P�.1'wpcaj7 S��Tt� I ►��.. 8' PURLINS • 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 2017 PROJECT BUSSEY RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION HAELJ EA! Michael Seal • iR96898 ,, •• A2020.06.03 16:03:55-04'00' STF1�'ED •ARG�` MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 1 7417111 CC %j 1 e t=-p KEY PLAN SHEET TITLE / SHEET NUMBER PROJECT NUMBER DATE 3 I£I� tit I ARCHITECT E C E ND H SINGLE POLE SWITCH THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET MOTOR OUTLET WALL MOUNT LTG. FIXTURE GROUND FAULT PROTECTION T PHONE OUTLET J.B. FOR FAN/LIGHT COMBO- CABLE TELEVISION OUTLET WP WEATHER PROOF ti 1 RECESSED. -FIXTURE CEILING MOUNT FIXTURE 50 SMOKE DETECTORS DOORBELL �I CHIMES z ,� 2 ntt{� Z '3 3� 31 o T H tit nr • ! nl Z u p.0 w� hN ti PA " O ITa /�4QY 4 <% ?LUI-Autf--sc, zf %Z. E LE. C.T`, p t . — ►ITS ELECTRICAL LOAD CALCULATION 1700 SQ. FEEI' LIVING 3_ VA 5100 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 1.2000 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 Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W WW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT BUSSEY RESIDENCE ST. LUCIE COUNTY, FLORIDA . CLIENT I CONSULTANTS I REGISTRATION REVISIONS NO. DATE REVISION 11 i a QnvrSr-p rclZ3�l`� �rvrs v A KEY PLAN SHEET TITLE ! SHEET NUMBER A ©� PROJECT NUMBER lq p 1$ DATE 3 Ila f _�