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HomeMy WebLinkAboutBuilding PlansMATERIAL STANDARD—_ asam board _, GA 216; ASTM C 840 G suit shaaCbing.. ___ _ J ASTM,C 1280 GyLsHm veneer base ASTM C 844 _ interior lathin and t`un'ing,_4 ASTM C 841 Steel [4amin for yrsum�board __ ASTM C 754, C —Ion-- INTERIOR FINISH CLASSIFICATION WALL FINISHES CLASS B FLAME SPREAD OF 26-75 SMOKE DEVELOPED 0 - 450 PER SECTION 803 TABLE 803.5 CEILING SUSPENSION SYSTEMS SHALL CLASS B CONFORMING WITH GENERALLY ACCEPTED ENGINEERING PRACTICE, IN ACCORDANCE WITH MANUFACTURER'S RECOMMMENDATIONS, AND BE INSTALLED IN ACCORDANCE WITH TIE PROVISIONS OF ASTM C635 AND ASTM 636 FLOOR COVERING MATERIALS TO BE OF CLASS I OR CLASS 1I MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 253 CLASS 1, 0.45 WATTS/CM2 OR GREATER CLASS IT, 0.22 WATTS/CM2 OR GREATER GYPSUM BOARD MATERIALS AND INSTALLATION SHALL CONFORM TO THE APPROPRIATE STANDARD LISTED BELOW.', TABLE 2506.2 TABLE 2508.1 GYPSUM BOARD MATERIALS AND ACCESSORIES INSTALLATION OF taYl° UM CONSTRUCTION MATERIALS STANDARD Accessories for yLsum board _ A_STM C 1047 Adhesives for fastening gypsum wallboard _ ASTM C.557 Exterior soffit board ASTM C 931 _ Fiber-reinforcedg 1�n7�anels _ ASTM C 1278 Glass mat gypsum backTug nel _ AS'PM C 1178—� Glass mat gypsum substrate ASTM C 1177 Gypsum backing board and gypsum shaftliner board ASTM C 442 -- G sutn Cei ASTM C 1395 Gypsum sheathing _ ASTM C79 Gypsum wallboard ASTM C 36 Joint reinforcing tare and com�orrud'- _ ASTM C 474; C 475 - Nails for gypsum boards ASTM C 514, F 547, F t 667 _ _ Predccorated gypsum board --- ASTM_ C 960 Steel screws ASTM C 954; C 1002 - _ Steel studs, load bearing_ ASTM C 955 Steel studs, nonload beariirg ­ ASTM C 645 Standard specification Ca' _ZyLun board ASTM C 1396 Testing gypsum and gypsum products ASTM C22; C 472; C 473 _ Water-resislant�+yLum backing board ASTM C,630 fi/!7'CINCr. Pt ro 0 0— _ -\' 1-0 . rrF�ur~v r<5 BUILDING INFORMATION: 2017 FLORIDA BUILDING CODE BUILDING AREA: UNIT 1 OFFICE 228 S.F: - WAREHOUSE 2,372 S.F. TOTAL 2,600 S.F. UNIT 2 OFFICE 253 S.F. WAREHOUSE 2,372 S.F. TOTAL 2,625 S.F. UNIT 3 OFFICE 253 S.F. WAREHOUSE 2,287 S.F. TOTAL 2,540 S.F. UNIT 4 OFFICE 228 S.F. WAREHOUSE 2,252 S.F. TOTAL 2,480 S.F. TOTAL BUILDING AREA 10,200 S.F. GROUP: GROUP F-1 MODERATE HAZARD FACTORY INDUSTRIAL OCCUPANT LOAD PER TABLE 1004.1.2 UNIT 1 OFFICE 228/100 = 2.8 WAREHOUSE 2,372 / 500 = 4.7 TOTAL 8 UNIT 2 OFFICE 253 / 100 = 2.5 WAREHOUSE 2,327 / 500 = 4.6 TOTAL 8 UNIT 3 OFFICE 253 / 100 = 2.5 WAREHOUSE 2,287 / 500 = 4.5 TOTAL 7 UNIT 4 OFFICE 228/100 = 2.8 WAREHOUSE 2,252 / 500 = 4.5 TOTAL 8 TOTAL OCCUPANT LOAD FOR BUILDING 31 CONSTRUCTION TYPE: TYPE VB ALLOWABLE AREA PER TABLE 503: GROUP F-1 FACTORY INDUSTRIAL 8,500 S.F. BUILDING IS SEPARATED INTO 4'FIRE AREA'S BUILDING IS NON-SPRINKLERED TENANT SEPARATION BETWEEN TENANTS IS 2 HOUR �i<!rSI'7nac.. j5t,al.t LtF' 0uE'T7' osc h R.� Cs. ° w^ •C.4i �t c. L. REQUIREMENTS FOR UNITS 1 THRU 4 REQUIRED NUMBER OF FIXTURES PROVIDED NUMBER OF FIXTURES 1 WATER CLOSETS 1 WATER CLOSETS 1 LAVATORIES 1 LAVATORIES 1 SERVVCE SINK 1 SERVICE SINK 1 DRINKING FOUNTAIN 1 DRINKING FOUNTAIN REQUIRED EXIT WIDTH 72" PROVIDED EXIT WIDTH PROVIDED 216" REQUIRED NUMBER OF EXITS 2 PROVIDED NUMBER OF EXITS 6 REQUIRED ADA CORRIDOR WIDTH 42" PROVIDED ADA CORRIDOR WIDTH 54" TRAVEL DISTANCE ALLOWED 200' TRAVEL DISTANCE PROVIDED 69' Certification for Design Load Compliance 1. DESIGN CODE: Florida 2017 Edition w/20_ supplements using ASCE 7.10 2. Structure Design Is: X Enclosed _,,, Partially Enclosed — Open Building 3. Risk Category: +I II III _IV Exposure Category: _5 Y-C rD Adjustment coefficient 1 ,'LI 4., Design Wind Velocity Po® mph _ASD _LRFD End Zone Width `ft• 6. Mean Roof Height:=-ft, Roof Pitch: ..f r 2 Parapet_ft, 6. Compone"n�ts & Cladding Design Pressure used: (PSF, based on Actual sq, ft. @ 7-a 'MRH (worst case) Zone 1:- P14 Zone 2:-/d fA Zone 3:- L Zone 4:-'L-Zane 5:-4Fh1 Garage: 1,,L& 7. Design Loads: Floor: 7+ PSF Roof/Dead: t_tf<pSF Root/Live JErg SF Balcony: _PSF Doric: _PSF Deck: -_ PSF Stairs: PSF .Fence: PSF Raking: _PSF 8, Were Shear Walls Considered for Structure? -Yes _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? 2�y, Yes _,Not applicable Explain Why Not: 10, Minimum soil bearing pressure 2000 ,P,./S.F. 11. Soil boring Test required T Yes � No (based upon section 1803.2 exception) DOOR SCHEDULE DOOR NUMBER DOOR SIZE DOOR TYPE REMARKS 1 3'-0" X 6'-8" FIBERGLASS ENTRY DOOR WITH CLOSER 2 3'-0" X 6'-8" SOLID CORE WOOD DOOR 3 3'-0" X 6'-8" SOLID CORE WOOD DOOR WITH CLOSER 4 EXISTING DOORS TO REMAIN 5 PAIR 4'-0" X 8'-0" 1'/: `B" LABEL FIRE RATED DOORS WITH CLOSER NO I E: ALL DOUR HANDLES SHALL BE SINGLE ACTION LEVER HANDLES WINDOW SCHEDULE WINDOW ID WINDOW SIZE REMARKS A MI SINGLE HUNG WINDOW PER PRODUCT REVIEW "GLASSE ESISTANT MATCH EXISTING ROUGH OPENING E EX�srl.�cm rac..c-Uf- -'GBCT; PtS7t, I r 3)qL 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 McGEE WAREHOUSE ST. LUCIE COUNTY, FLORIDA CLIENT RECEIVED DEC 2 2 2020 ST. Lucie County, Permitting CONSULTANTS REGISTRATION �� OF ...... o • ptR96 ED M16HAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE ^REVISION KEY PLAN SHEET TITLE / SHEET NUMBER 1l -z rIPROJECTNUMBER C Zpp�g DATE IZ1-I /zsuzn Y'EK tit rR- NOTE: Equlpmeht Females in ahsdsd area SloutaHeilghl and Knee Clearance Clear Floor Space r0T TO :xcaeo OUNTAIN )I PTH (0) (0) Free -Standing Bulft-In Fountain or Cooler Fountain or Cooler DRINKING FOUNTAINS SHALT, BE 1114DW WITH SPOUT OUTLET 36" MAX AND 38"43" MAX. FOR PERSON STANDING. SPOUT SHALL. BE LOCATED 15" MIN, FROM SUPPORT WALL & 3" FROM FRONT EDGE OF U II. SPOUT SHALL PROVIDE A WATER FLOW OF 4" 141011 MIN. eC.iiES51F.�1.�- D'fL-LfJK-1l�JCa Faur.JTA1P� i 114 max 1/4 TO 1/2 s.5 / :. •:i... (D) (d) Changes in Level Changes In Level THRESHOLD ON ACCESSIBLE ROUTE NO SCALE FLORIDA ACCESSIBILITY CODE REQUIREMENTS I'1 91, a b BACKWALL SIDE WALL GRAS BARS AT WATER CLOSETS + RESTROOM DOORS TO BE EQUIPPED WITH LEVER HANDLE AND PRIVACY LOCK. • LAVATORY AND SINK CONTROLS TO BE LEVER TYPE. • SIGNS INDICATING ADA ACCESIBLE RESTROOM SHALL BE LOCATED ON LATCH SIDE OF DOOR,CGo''ro Csia re2) • PLUMBING TO BE WRAPPED WITH INSULATION. Grab Bar KNEE CLEARANCE LAVATORY CLEARANCES RESTR00M DETAILS_ NTS DBPTH '_ �•ttSilxUGc^ glsf System No. W-L-2149 !k 5 pet,5 t� TJet� L�� FRating-2 HIT 1 M I ti f f x aT vXr St & t 1 TRating K-r��E EP Xy L 5 EE FLoo PcA w S"gri 6Lp0-iG oQ-01 FHAgttt +af #+r�+a' 3�r? eo )rrrstitou5 t. a/z D�Ywaoi<s frfIIL.L (0—tT StL1cCo I Fu�e.I��. �fo•'O,cr w� ra3mea 1, Wall Assembly - The 2 fir fire rated: gypsum wallboard/stud wall assemblyy shall be constructed of the materials and in the manner speci- fied in the Individual U300 or U400 Series Wail and Partition Designs 5 Le> —K - in the UL Piie Resistance Directory and shall include the following con - I! xJ f wif I t* 5 nAii f ^' struction features: ri t,L_ E.� CF—L A-- A. Studs — Wall framing may consist ofeither wood studs or steel channel studs: Wood studs to consist of man 2 by 4 in. (51 by 102 min) lumber spaced 16 in. (406rapid CC, Steel studs to be min 3-1/2 in, (89 mind wide and spaced malt 24 in. (610 min) CC. . Gypsum Board' — Thickness, type, number of layertiand fasten - ass as required in the Indrvldilal Wall and Partition Design. Max �— diem of opening is 3 in (76 mm). 2, Through Penetrants— One nonmetallic pipt or conduit to be centered 'Within opening with a Firm 3/8 in. (10 min) annular space between _._ . pipe or conduit and periphery of o erring. Pipe, or conduit to be rigidly supported: on both sidesof the wa�a=mbly. The following types and sizes of nonmetallic pipes. or conduits may be; used: A. Polyvinyl Chloride (PVC) Pipe— Nam 2 in. (51.mm) diam (or CO A.'�> smaller). Schedule 40 solid core or cellular core PVC pipe for use ---°^•-• ••------m�---•----•--- in closed (process or supply) or vented (drain, waste or vent) pip- N tog system. B. Rigid Nonmetallic Conduit++— Nom 2 in..(51 min) diam (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 mm) them (or smaller) SDR17',CPVC pipe for use in closed (pro-cess or supply)or vented (drain, waste or vent) pt ing systems. D. Acrylonitrile Butsdiene Styrene (ABS1 Pipe— Nom 2 in. (51 PRODUCT REVIEW ABS diam (or smaller) Schedule 40solid'core or cellular core ABS pipe for use in closed (process or''supply) of vented (drain, waste or vent) pplying systems, PRODUCT OPENINGPRODUCT MANUFACTURER MODEL# APPROVAL# GLASS E. Fire Retardant_Polypmpylene'(FRPP) Pipe— Nom 2 in, (51 ATTACHMENT METHOD mind diem (or smaller) Schedule 40T9P pipe for usein closed DESIGN DESIGN TYPE (processor supply),or vented (drain, waste or vent) piping sys. PRESSURES PRESSURES - tem. (WORST E) 3. Firestop- System — The details of the fire0cp system shall be as fol- lows: DOOR ZONE 4-3 L88. -50 THERMA TRU COMPOSITE EDGE FL# IMPACT Ye" TAPCONS @ 14" MAX. O.C., 6" ON CORNERS, WITH A A. Fill, Void or Cavity Materials, — Wrap Strip—..Nom 1/8 in. ZONES-41.14 FIBERGLASS 2D468.1 MIN EMBEDME T OF 1-1/4", 2" MIN. CLEARANCE TO (3.2 mind thick -intumescent material supplied in 2 in. (51 min) SINGLE DOOR MASONAY EDG 4" MIN, CLEARANCE TO ADJACENT wide strips, Tivo,cominuous layers of wrap strip tightly wrapped around nonmetallic pipe and held in place with 2 in'.(51 min) ANCHOR wide min 3 mil foil tape. Wrap strip to" be slid into annular space WINDOW ZONE 4 -3 .88 -55 MI WINDOWS AND SERIES 195 FL# IMPACT 3/36" ITW @ 13 1/2" MAX, O.C., WITH Z" MAX. FROM on both sides of wall such that 3/8 (95 Tom) to 1/2 in. (13 Inm) ZONE 5 -4 L.14 DOORS 17499.1 EACH CORNER: ITH 1-1/4" MINIMUM EMBEDMENT of wrap strip extends beyond both surfaces of the wall, Min 18 AND W EDGED5rANCE gauge steel wire tie to be secured around middle of extending THE SEAL HEREON IS PROVIDE ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF portion of wrap strip. ATTACHMENT ARE BASED ENT RELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY 3M COMPANY -Ultra GS'' THIS OFFICE FOR THESE PRODUCTS. B. Pill, Void or Cavity Materials" — Caulk — Min 5/8 in. (16 min) ___ _..... thickness of caulk shall be applied within annular space on both sides of wall. An additional min 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. COMPANY---CP 25W8+Caulk, IC 15WB caulk or Fire - Dam 150+.caulk 'Barring the UL Classification Making - .++Bearing the UL Listing Mark U S rJ sof E � Bearing Wall Rating-2 HR. tp Finish Rating-66 Min. �"--- 16" O.C. ' 16° O. C. I.••—•---� MEN --- not in / pictogram �•,e _.: __.1 field FIGURE 703,7.2.1 3.8,1 RE 70 INTERNATIONAL SYMBOL CP ACCESSIBILITY - PICTOGRAM FIGURE 70 FIELD TABLE 703.6.E CHARACTER HEIGHT HEIGHT TO FINISH FLOOR OR GROUND HORIZONTAL VIEWING DISTANCE, MINIMUM CHARACTER HEIGHT FROM BASELINE OF CHARACTER _lase than 721nches (1630 min) _ — 5/S Inch�16 ^_ 40 Inches (1015 mm) to less than or a just to _ 5/8 inch (16 min), plus 1/8 inch (3,2 min) 70 inches (1780 mm) 72 Inches (1830 mm) and greater per foot (305 mm) of viewing distance __above 72 Inches 1830 min Tess than 180 Inches (4570 mmL- 2 Inches 51 min Greater then 70 inches (1700mm) l loss 2 inches (51 mm), plus 1/81nch 13.2 mm) than or equal to 120 Inches pmo m) 160 Inches (4570 min) and greater per foot (305 mm) of viewing distance 180 Inches 4570 min less than 21 feet 6400 Min)- 3 Inches (75 min) Greater than 120 inches (3060 in ) 3 Inches (75 min), plus 1/0 inch (3.2 mm) 21 feet (6400 mm) and greater per foot (306. min) of viewing distance above 21 feet 6400 min (p�I`h4lhlr , ? 130 �I O < MAxVAN I n Li i'IJ NJ f U LD Q 2x4's firestopped I Nel)heads—Exposed or covered with joint finisher. L Jointa—Exposed or covered with fiber tape and joint fmisher. 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 Nalfs—Gd cementcoatad nails 1-7/8 In. Iongg, 0,0916 in. shank diem, 114 In, diem heads. and 18d cement -coated halls 2-3/8 In. long, 0.113 In. shank diem, 9/32 In, diam heads. I Wallboard, Gypsum'-5/8 in. thick, two layers applied either horizontally or venloaliy. Inner layer attached to studs with the 1J/8 In. nalla spaced 6 in. O.C. Outer layer attached to studs over Inner layer with the 2-3/8 In, long nails spaced 8 in. O.C. Vertical joints located over studs. All JointsInface 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. Calotex Corp. Type 1 or FRP. 1•" points, Gypsum —Type C, 4 or 9. Georgia-Pacific Corp., Gypsum Div. —Type GPFS-C. Gold Bond Bulding Products —Types FSK, FSK-G, -4, FSW, FSW-G, or .4.: James Hardie Gypsum --Type Fire X, ember Gypsum. A Div, of Pacific Coast Bldg, Products, Inc. —Types C, PG-2, P0-3, PG-3W, PG-4, PG.$ or PG-C, Standard Gypsum Corp, —Type. SGC or SGC.G. United States Gypsum Co.—Typa'0, JP-X I, IP-X2, SCX, SHC, SHX, WRC or VVRX, 14 wring the UL classification Marking ZX '�gLO C.1AlU Cr. 'S�FA'C1tttJ Ce, Teyss� b7rY VJhLL.. PEAS' W 00 R> pbit. 2AIT6T Pli-b'Te I Zx,{ 6T-Wp5 (Icol10tC7 �) t�r1ER S/16I rkF' "Y, �4r 6lDFz, 5 AL-E17 -To IF, vot'li `,,Tf ZX4 Cio,TaM o P Lr•c F c , Hose(? FIK' E- W N�-l_. D �.T;®,t (... L111 J4 --t o N l 62 I MALTE'5E.. Czc ,'>5 CIO CeMEa�ST t�71 E V-LemvI3 ,,, 11,S Ij/zl FL �2 'SY 0,rr.F"1 ��.. �t�R.. � ln`.C101` aC'J"•t' ItrT'E,t-*15 I,�'1r-•Lr-t n.ot_,.r--t, 7�c.e*a �r.gt'�,v �,.tf ��/rl4,rx (3 (atu•i'�.P.F'A°C.�M.s rd Gp4sIJC G'.1%j Ra... DOOR AND WiNDOW BUCK FASTENING 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS a 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 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIO AL 2 X BUCKS SHALL BE ATTACHED WITH 1/" 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 2017 F40RIDA BUILDING CODE WITH AMENDMENTS, WINPepu.l CAULV v, 51-4eCO Sf-1C-lc- IraSC�CG-/�-TIL1��•� 8tie," 5- ��O ttf ,=fit, o at �fct(- �� cf'st Pota�r p cdLJc�� p I it V I 1 rivV 2-4 %iV% -- Vk T f Cat l\s�CT�.DX f FA Ut - f �u +lf-rs I I �1/Z"Cax 7L•'( poop 2? 8 ,ay. t JoLSTS ( CO t O tC,/ CMP A L0$*t)II ZCs ZZ PSF ) AsL, ZY- 4 TOY P LA.M ,t-�/ t/ynn�lli`K-G? ur�.A"s75 C(. &. W/ #FC. w IseDoi seeEvJs 0 IZ-OO'C' riji 61r1F60Y--) Ll fa 2 Q tt fa"D'C, CoEsi Y 1tiI�C-� ATiAG64MGt.�•j-' � hH hL� I«! r` oe- A. Nan A+ar- S'�2-g h r.3T Frf.a r s(� too 44>P1 A'F�, 11�, zx�T SoroCot�, 0 t,-3 1/Z 0 ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W,ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT McGEE WAREHOUSE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION of F1- AR912� to FRED P N MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION SHEET TITLE / SHEET NUMBER 2 C®� PROJECT NUMBER' CZ,f5ca �$ DATE I L 7 % Zu Lin per" rr' i Mll ELECTRICAL LOAD CALCS UNIT 1 OFFICE 228 S.F. @ 3 VA = 684 VA WAREHOUSE 2372 @ 4.5 VA = 10674 VA EWC = 2500 VA WATER HEATER = 1500 VA FUTURE HVAC =12000VA TOTAL = 27358 VA 27358/208/1.73 = 76 AMPS USE 200 AMP SERVICE ELECTRICAL LOAD CALCS UNIT 2 OFFICE 253 S.F. @ 3 VA = 759 VA WAREHOUSE 2327 @ 4.S VA = 10417 VA EWC = 2500 VA WATER HEATER = 1500 VA FUTURE HVAC =12000VA TOTAL = 27230 VA 27230/208/1.73 = 76 AMPS USE 200 AMP SERVICE ELECTRICAL LOAD CALCS UNIT 3 OFFICE 228 S.F. @ 3 VA = 684 VA WAREHOUSE 2287 @ 4.5 VA = 10291 VA EWC = 2500 VA WATER HEATER = 1500 VA FUTURE HVAC = 12000VA TOTAL = 26975 VA 26975/208/1.73 = 75 AMPS USE 200 AMP SERVICE ELECTRICAL LOAD CALCS UNIT 4 OFFICE 253 S.F. @ 3 VA _ 759 VA WAREHOUSE 2252 @ 4.5 VA =10134 VA EWC = 2500 VA WATER HEATER = 1500 VA FUTURE HVAC = 12000VA TOTAL = 26893 VA 26893/208/1.73 = 75 AMPS USE 200 AMP SERVICE T.T TYP1CXL- Una IT FANEL_ I � � ®®mmm® svots�©oa�� LOAD CALCULATION TOTALS UNIT 1 76 AMPS UNIT 2 76 AMPS UNIT 3 75 AMPS UNIT4 75 AMPS TOTAL 302AMPS USE 400 AMP MAIN SERVICE (A1 p,y!es.> naS> G1yrP, ? N 7,4 2 Z to Vw 3 � W C, 31, nr Pei Qooe, PtsCf rb ZoOA. —" o tst a 3E;. rJ15MA Sr Grt<P �t� $k-d#- � Co 4oc,�r�.P 391 rt�ttrTt CAti ..J/ ZsortcM k�, IoxltSKlo 1-G. H6 LQ.T"!r(� Nf2 G4tauNP A 7R HIS coPFr-it Tm i4 r" c-ec-o . f? 7- a La N.F C41 T" CT It QED p�AKA� '�•� CnK..n�9 o�_Zso wla:.til aL tr, c.T tp.? "'q t gyp, MiRJ NT %.—T Lz 4t P. D ( � TAA4kL.Ea-S toINT 1-^�I OFau. 4?rL ZNA lti^�K LEI? �.�cEssED �AnaS 1✓J OU E�ti-FINCo ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONIGINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT MCGEE WAREHOUSE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION F FLOR hP LJ .� *gam ��SrFRED PF'G� AL, AIA AR96898 REVISIONS VO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER A \. 'ALS Cop'( 0 PROJECT NUMBER Z � I DATE tZ/7/ZO7..0 rg�I " rr