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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: DACE FILED: REVISION FEE: PERMIT # o10\Z-dSy� RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECENED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 St. Lucie County APPLICATION FOR BUILDING PERMIT REVISIONS Permitting PROJECT INFORMATION LOCATION/SITE ADDRESS: Luc J DETAILED DESCRIPTION OF PROJECT REVISIONS: j�f_, t 77Li-�1 t- CS 4 3�C1.Yv-�•1 Y'3��._'. �(�. LV CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: `" �� ?~j ST. LUCIE CO CERT. 4: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: j62 ,a.) CITY: STATE: —_-�--ZIP: :��u PHONE (DAYTIME): '-_T 9 2 1 f�3 q FAX: "17 2 • /- 21 ° 31 OWNERIBU-ILDER INFORMATION: NAME: ADDRESS: 1 4 2 - CITY: �(` , j2 , c ac STATE: - PHONE (DAYTIME: 8;4, 5-1 FAX: ARCMTECT/ENGINEER INFORMATION: s, NAME: ej, ADDRESS:, CITY:" STATE: —(— PHONE (DAYTIME): FA SLCCC: 9123109 Revised 06130/17 ZIP: St. Lucie County Building Department Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, FL 34982 RECEIVED To Whom It My Concern . cou Please accept the following responses to the comments dated fhom from om your agency, Response shown on plans corresponding (if required) to these comments are noted. REVISION 2: DETAIL FOR FIRE ALONG WITH A US LISTING Response: USED CALCULATED METHOD REVISION 3: THE INSTALLATION OF POINT OF USE WATER HEATEI Response: SEE REVISED SHEETA-3 REVISION 1: NEW ELECTRICAL LOAD CALCS. Response: SEE REVISED SHEET A-3 REWSjoy 'I�Ji 806 Delaware Ave, Fort Pierce FL 34950 1 772,460-7751 J-1 1790 AIA Ste 209, Satellite Beach FL 32937 1121-732-4077 wva°v°v.archo+ectonicir;c Corn AR26003348 Page 1 of 1 L T E•.•J� NOTE: Equlpmeht pen hoed in ehsded area (8) (b) Spout Height Clear Floor Space and Knee Clearance - NOT TO EXCEED 6�0� - �L— FOUNTAIN OCPTH 760 ?i - - c. ..---•----- 1---_--___ c d Free -Standing Built-in Fountain or Cooler Fountain or Cooler DRINKING) FOUNTAINS SHALi, BE Hi-I,OW WiTH SPOUT OUTLET @ 36" MAX AND 38"43" MAX. FOR PERSON STANDING. SPOUT SHAI L DE LOCATED 15" MIN. FROM SUPPORT W1U.d, & 5" FROM FRONT EDGE OF UNTT. SPOUT SHALL PROVIDE A WATER FLOW OF 4" 141011 MIN. �� � ASS (�I.'�.. d l�l /JM'-t ►�.D Cry '�C�U t�JT/a.l P�.i Design No. U411 Nonbearing Wall Rating — 2IIR. (4) Z I. Floor and Ceiling Bonner, — (Not Shown) -- Min. 25 MSG galy steel t in. high, return legs and ceiling 2-1/2 in. wide (min), attached In floor with fasteners 24 in. OC. 2. Steel Studs— Min 2-1/2 in. wide, 1-1/4 in. legs, 3/9 in, return, for I of min 25 MSC gall, ala steel mix stud sp ring 24 in OC- Studs to be cut 3/ l in. less than assembly height 3 Daps and Blmkets (Ol lion l) -- Mux,iat wocl or Mass fiber balls liolly rn completely filling stud cavity Paste, each butt to wallboard ruu layyer with a rnin 9/1.6 in, long staple Uselive stapler, for each 4 it piece. 17rive one staple in the center of �,eh piece and a staple at each corner, approx 3 in. from edges. Six Balls and Blankets (IJ7,j7) category for nnnes of manufacturers. 3A. Fiber, Sprayed* -- As an alternate to Batts and blankets (Item 3) — Sprny applied cellulose insuhhon mnteuii I he fiber is applied with water to completely fill the inclosed cavity in iccordance with the application insb'uchonS supplied with the. ptocuct, Nominal dry den- sity of 3.0 lb/fr. U S GRECNFIBER L L C . Cocoon suiilized cellulose insuin- teon 'tb. Fiber, Sprayed' - As an „Iteinale h, Battand fihi k 1. (Rein 3) and Item 3A - SpI?ray applied cellulose. insul ninon nalerial. The fiber is applied will water h? inlcn<I surfaces m acca'dance with the npplica- ,ton instructions suj)plird with the product. Applied to completely lilt the enclosed cavity. Minimum dry density of 1.3 pounds per cuhir (1, NU -WOOL CO INC— Cellulose Insuleiot' 4. Gypsum Board*-- 5/9 it), thick, outer layer paper or vinyl surfaced. (Lauun,eed System) Waliboatd applied venccolly bit two layers. Inner layer attached to studs with 1 fins long typo Ssleel screws spaced 8 In OC along, vertical edges,, and 12 in. OC in Ihefield and outer layer laminated to inner layer with joint coin pound applied with a notched Sppreader producing continuous beads of compound about 3/8 in. in dI,,r ter, spaced not greater than 2 in. OC. Joints of laminated outer layFr offset 12 in. from inner layer joints Outer layer wallboard attached to floor and ceiling runner track with 1-5/8 in. Ion} Type 5 steel screws spaced 1.2 in. OC Optional, (Direct Attached Systern), tuner loyn• attached to studs with 1. in. lu❑g Ty pc S steel screws spaced 16 in OC in the field and along ill(- vencc,, edges. Outer layer attached to the studs over the inner layer will' 1-5/8 in. long Type 5 steel screws spaced 16 in. OC in the field and along the vertical edgesand 12 ill. OC to the floor aid ceiling runners. Joints of screw -attached outer layer offset from inner layer joints Joints of outer layer niqy be taped or untaped. Noin 3/32. in, thick gypsum veneer plaster tray be applied to the entire surface of Classified veneer baseboard Joints reinforced. AMERICAN GYPSUM Co -'Types AG-C, AGX-1 I, AGX-C. BEIJING NEW BUILDING MATERIALS CO LTD —Type DBX-L BPB AMERICA INC—Types 1, FRPC, EGRG, P,oRoc Type X or ProRoc T'y )e C BPB CANAA INC— ProRoc Type C, ProRoc'rype X or ProRoc Type Abuse -Resistant. CANADIAN GYPSUM COMPANY --Type AIL, C, FCV, iP-AR, III-X1, IP-X2, ITC -AR, SCX, SIIX, WRC or WRX. G-P GYPSUM CORP,SUB Or GEORGIA-PACIFIC CORP-Types 5, 9, C, DAP, DD, llA, DOG, DS, GPPS6. LAPARGE NORTH AMERICA INC pes LGFC2, LGFC2A, LGFC3, LGr•C6, 1,GFC6A, L.GFC-C, i,GPC-C/A. NATIONAL. GYPSUM CO —Types FSK-C, FSW, FSW-3, FSW C, FSW-G. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC --'Type C, PG-3, PG-5, PG-9 or PG-C. SLAM GYPSUM INDUSTRY (SARABURI) CO LTD —'Type EX-1 STANDARD GYPSUM 1, L C —Type.,(.,C, SG-C or SGC.-G. TEMPLE -INLAND FOREST PRODUCT'S CORE --Types T, TG-C, VPB Type •r. UNITED STATES GYPSUM CO. -Type, AR, C, RN, FRX-G, IP-AR, IP-XI, 11' X2, IPC-AR SCX, 51 IX, WRC fir WRX, USG MEXICO S A DE C. V - TyI?e AR, C, PCV,1P AR, IP-X'l, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. 4A. Gypsum Board* — (As an olternale to Rein 4) --Nom 3/4 in. thick, installed as described in [ten, 4 with 1-1/4 fit. long Type S screws for inner layer and 2-1/4 in. tong 7pe S screws for outer layer. CANADIAN GYPSUM COMPANY —Types AR, IP-AR, UNITED STATES GYPSUM CO Types AR, IP-AR, USG MEXICO S A DE C V --Types AR, IP-AR. 413, 0%ypsena Board* — (As an elteu,ate to (tern 4, 4A and 4B) 5/8 in thick, 2 ft wide, longue. and groove edge, applied Iorizontally as the outer layer to one side of °Jae assembly. Seen red as described in Rem 4 for the direct attached system. CANADIAN GYPSUM COMPANY —Type St IX. UNITED STATES GYPSUM CO ---Type SIiX. USG MEXICO S A DEC V - =Type SHX- -nettling the UL Classification Mark 114 max /1/4TO 1/2 6 - . / -i�� ........................ .... . f� .. . ..... . . �_ (0 (d) Changes in Level Changes In Level THRESHOLD ON ACCESSIBLE ROUTE NOSCALE FLORIDA ACCESSIBILITY CODE REQUIREMENTS 1/ 1 i, .._ (a) b BACKWALL SIDE WALL GRAS iBAAS 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 I.,ATCH SIDE OF DOOR,CGo" Tb c s o rr.P,) + PLUMBING TO Br -.,,WRAPPED WITH INSULATION. Grab Bar C C E 1 p o d tl �s c) N _ TOG CLEARANCE KNEH 150 CLEARANCE ._r.... DEPTH LAVATORY CLEARANrES ACCESSIBLE REST .00M DETAILS NTS •i`,1a.,�jt Nr urSTIA3 �Nf i n M(Is3t .[vtU 7Lt5i, F,rA KJ4t=. .rtntC_ 6F_Tr i— rEPoxY 5I G 117tooe_ 1 Fj�2 �dr-rT'etsLLdttS { - f._-. tlZe��l�.':r.3 f4C.l... O tJ . t KZ_ J FIAsfa`iJaCt v 2� 5TL1C� I JI � FI � f-a 1 L f �y UE. Ca'i7C�J+.J )f _ I It ©tD PRODUCT REVIEW PRODUCT OPENING PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES (WORST CASE) DOOR ZONE 4 -33,88 -50 THERMA TRU COMPOSITE EDGE FL# IMPACT Y0 TAPCONS @ 14" MAX. O.C., 6" ON CORNERS, WITH A ZONE 5 - 41.14 FIBERGLASS 20468.1 MIN EMBEDMENT OF 1-1/4", 2" MIN. CLEARANCE TO SINGLE DOOR MASONRY EDGE, 4" MIN. CLEARANCE TO ADJACENT ANCHOR WINDOW ZONE 4 -33.88 -55 MI WINDOWS AND SERIES 185 FL# IMPACT 3/16" ITW @ 13-1/2" MAX. O.C., WITH 2" MAX. FROM ZONE 5 - 41.14 DOORS 17499.1 EACH CORNER: WITH 1-1/4" MINIMUM EMBEDMENT AND Y" EDGE DISTANCE t HE SEAL HEREUN IS PROVIDED ONLY 10 INDICA I E OUR REVIEW ANU APPKUVAL I-UR 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. FIGURE 703.7,2,1 INTERNATIONAL SYMBOL OF ACCESSIBILITY TABLE 703,5,5 VISUAL. CHARACTER HEIGHT >M tD not in M "F " I pictogram . e' / field ee __._._... FIGURE 703,6,1 PICTOGRAM FIELD HEIGHT TO FINISH FLOOR OR GROUND FROM BASELINE OF CHARACTER HORIZONTAL VIEWING DISTANCE MINIMUM CHARACTER HEIGHT less than 72 inches 1630 min — --5/8 Inch 16 min 72 Inches (1830 mm) and greater 5/8 Inch (16 min), plus 1/8 inch (3,2 min) per foot (305 mm) of viewing distance 40 inches (1015 mm) to less than or equal t0 70 inches (1780 mm) above 72 Inches 1830 min _loss than 180 IncheS 4570 MM) �— — 2 Inches 51 min Greater than 70 inches (1780 mm) to less than or equal to 120 Inches (3050 rnm) 160 inches (4570 corn) and greater 2 inches (51 min), plus 1/8 Inch (3.2 min) per foot (305 mm) of viewing distance above 1 BO inches 4570 min less than 21 feet 6400 mint 3 inches (75 mm) 21 feet (6400 Tim) and greater 3 Inches (75 min), plus 1/8 inch (3,2 mm) per foot (305 mm) of viewing distance Greater than 120 inches (3050 min) above 21 feet 6400 mm System No. W-L-2149 F Rating — 2 Hr T Rating <"1 set.'aime�i I. Wall Assembly — The 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner speci- fied in the individual U300 or U400 Series Wall and Partition Designs in the UL 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 Ofnom 2 by 4 in. (51 by 102 mitt) lumber spaced 16 in. (406 mm) OC. Steep studs to be min 3-1/2 in. (89 min) wide and spaced'ma> 24 in. (610 mm) OC. B. Gypsum Board* — Thickness, type, number of layers mid fasten- ers as required in the individt]tal Wall and Partition Design. Max diam of opening is 3 in. (76 min). 2. Through, Penetrants — One nonmetallic pi e or conduit to be centered within opening with a non 3/8 in. (10 mmjannular' space between pipe of conduit and periphery of opening. Pipe• or conduit to be rigidly supported. on both sides of the wall assembly. The following types and sizes of nonmetallic pipes or conduits may be used: A. Polyvinyl Chloride (PVC) Pipe — Non 2 in. (51.mm) diem (or smaller). Schedule 40 solid core or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) pip- ing system. B. Rigid Nonmetallic Conduit++— Nom 2 in. (51 mm) 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 min) diam (or smaller) SDR17 CPVC pipe for use in closed (pro- cess or supply) or vented (drain, waste or vent) piping systems. D. Acrylonitrile Butadiene Styrene (ABS) Pipe — Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid "core or cellular core ABS pipe for use.in closed (processor supply) or vented (drain, waste or vent) piping systems. E. Fire Retardant Polypropylene (FRPP) Pipe — Nom 2 in. (51 mm) diam (or smaller) Schedule 40.FRPP pipe for use in closed (processor supply) or vented (drain, waste or vent) piping sys- ten. 3. Firestop System — The details of the firestop system shall be as fol- lows: A. Fill, Void or Cavity Materials* — Wrap ,$trip — Nom 1/8 in. (3.2 min) thick intumescent material supplied in 2 in. (51 mm) wide strips. Two 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 (9:5 mm) to 1/2 in. (13 min) of wrap strip extends beyond both surfaces of the wall. Min 18 gauge steel wire tie to be secured around middle of extending portion of wrap strip. 3M COMPANY —Ultra GS B. Fill, Void or Cavity Materials* — Caulk— Min 5/8 in. (16 mm) 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 25WB+ Caulk, IC 15WB caulk or Fire - Dam 150+ caulk "Bearing the UL Classification Marking ++Bearing the UL Listing Mark Design No. U301 Bearing Wall Rating-2 HR, Finish Rating-66 Min. 1. Na(theads—Exposed or covered with Joint finisher. 2. Joints —Exposed or covered with fiber tape and joint finisher, 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. Nalls—Bd cement -coated nails 1-7/8 in• long, 0.0915 in. shank diam, 1/4 in. diam heads, and 8d cement -coated nails 2-3/8 in. long, 0.113 in. shank diary,, 9/32 in. diam heads. 4. Wallboard, Gypsum-5/8 in, thick, two layers applied either horizontally or vertically. Inner layer attached to studs with the 1.7/8 In. nails 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 Joints in face layers staggered with Joints In base layers. Joints of each bass layer offset with Joints of base layer on opposite side. Canadian Gypsum Co„ Ltd —Types C, SCX, SHX, WRX. Celotex Corp. —Type 1 or FRP. Domtar 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. Pabco Gypsum, A Div. of Pacific Coast Bldg. Products, Inc, —Typos C, P6-2, PG-3, P13-3W, PG-4, PG-S or PG.C. Standard Gypsum Corp. —Type. SGC or SGC-6. United States Gypsum Co, —Type C, IP.X1, IP-X2, SCX, SHC, SHX, WRC or WRX. 'Bearing the UL Classification Marking Y .' pE aces W oa �z?Y�y° C' fkt-0 J Z��4 1-b ZtitC, Zia t a Pt_aTf� 6,711p-4 G2 1Cott0 1 Cr Q 1•-_`.ter,,,,' 1� v G-isle--... �i T", z 7t 4 R oTtoM P Lran T I?-. E W N1..-(,...,. DE, Gx�x(�jca w 06M5ka6T tieC_.(-er�f ►a"G I, r-tr--li �Lssr�"1,�v�,e, °y/ter � �'rlt �4 ,.�ia,.l r(«...G1KJ" ,' '�G,z �C3$J C. C.L1 CAR i Q W BUCK FA TENINQ 1 X SUCKS SHALL BE ATTACHED WITH CASE HARD NAILS aLp 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. QPTIUNAL 2 X BUCKS SHALL BE ATTACHED WITH''Y4" 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 FLORIDA BUILDING CODE WITH AMENDMENTS, Coasts Kt ry �°t'ttCGo i4INPCai Catacr��t_>" �- *UC_tty4 l ►CSC CG ..Ti pIJ t N_'Nft '� I i�•s'gip f�y� a-S� >�o I�C� <> 416 +Ct LIAfe1t► Frt-L tkk = [k `, RECEIVED St. Lucie County C) Permitting 1(Z`tCaX F i U_50CDtp C> tC' f. CMh)c LOA.10th7C, EX t bi` �,r ra. c...t._ `"`�� ____�__,_.,.-•- Fa _ I `t 1 t�.0 S u t,.K*T', b t�J P 1-1 W/' t/Z"�K, 5117",. r,G..t7 tit rE A.S 5 51 'r,, "0 r c t.cp t \c, )"4 —z-0 r. A f­3 4Cea R x" FIT, g x Ar 2j a»�.t.cm1-•+I Pt r-.T�. ^ d°cA-�e+>r 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 McGEE WAREHOUSE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION t -2 - -z MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN RECEIVED St. Lucie o 9 tY Perm �t' SHEET TITLE / SHEET NUMBER PS E_ A� GYP I C L. Pt PROJECT NUMBER DATE ELECTRICAL LOAD CALCS UNIT 1 OFFICE 228 S.F. @ 3 VA = 684 VA WAREHOUSE 2372 @ 4.5 VA = 10674 VA EWC = 2500 VA (2) WATER HEATERS = 3000 VA FUTURE HVAC = 12000VA TOTAL = 28858 VA 28858/208/1.73 = 80 AMPS USE 200 AMP SERVICE ELECTRICAL LOAD CALCS UNIT 2 OFFICE 253 S.F. @ 3 VA = 759 VA WAREHOUSE 2327 @ 4.5 VA = 10417 VA EWC = 2500 VA (2) WATER HEATERS = 3000 VA FUTURE HVAC = 12000VA TOTAL = 28730 VA 28730/208/1.73 = 80 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 (2) WATER HEATERS = 3000 VA FUTURE HVAC =12000VA TOTAL = 28475 VA 28475/208/1.73 = 79 AMPS USE 200 AMP SERVICE ELECTRICAL LOAD CALCS UNIT4 OFFICE 253 S.F. @ 3 VA = 759 VA WAREHOUSE 2252 @ 4.5 VA =10134 VA EWC = 2500 VA (2) WATER HEATERS = 3000 VA FUTURE HVAC =12000VA TOTAL = 28393 VA 28393/208/1.73 = 79 AMPS USE 200 AMP SERVICE 19MLO . MAIN BR TYPE: SQ. . OR MOUNTING:■ RECESS SURFACE VOLTAGE:i ® ® ®®®® o■ ■ � mtIN MEN ME No ME IMEMMI EMIMMIMIN����� IMIMMIN IMIMM ME ®IMMIMM Ell lIMMMMFMMM ®MMIMMI �EMIMM MEN ®IMMIMIMM MOM ®IMM IMMENIMM IMMM =M� LOAD CALCULATION TOTALS UNIT 1 80 AMP5 UNIT 2 80 AMPS UNIT 3 79 AMPS UNIT 4 79 AMPS TOTAL 318 AMPS USE 400 AMP MAIN SERVICE U 2 co -'- 5, Y a DTI t,,.1C.. 46Q,4, �4a Zoe -->A, Kia. r6..�c rc> 2aoa 3� tP i 9 .a .��amall CoaP�$� "i49 FIECENED 5t, LugiQ f3lAii i permitting 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 McGEE WAREHOUSE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION .J Sr. REVISIONS NO. DATE REVISION KEY PLAN RECEIVED FEB 0 g 202? St. Lec pmittinq SHEET TITLE / SHEET NUMBER m,. 3 o f r 1i PROJECT NUMBER 2� DATE f lca r'e�" I r