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BUILDING PLAN PAGE 64-78
Project: Design No. U411 November 08, 2004 Nonbearing Wall Rating — 2 HR. 1. Floor and Ceiling Runner — (Not Shown) — Min. 25 MSG goly steel 1 in. high, return legs 2-1/2 in. wide (min), attached to floor and ceiling with fasteners 24 in. OC. 2. Steel Studs — Min 2-1/2 in, wide, 1-1/4 in. legs, 3/8 in. return, farmed of min 25 MSG galv steel max stud spacing 24 in. OC. Studs to be cut 3/4 in. less than assembly height.. 3. Batts and Blankets* — (Optional) — Mineral wool or glass fiber butts partially or completely filling stud cavity. Fasten each butt to wallboard base layer with a min 9/16 in. long staple. Use five staples for each 4 ft piece. Drive one staple in the center of each piece and a staple at each corner, approx 3 in. from edges. See Batts and Blankets (BZJZ) category for names of manufacturers. 3A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 Ib/113. U S GREENFIBER L L C— Cocoon stabilized cellulose insulation. 3B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) and Item 3A — Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU —WOOL CO INC — Cellulose Insulation 4. Gypsum Board* — 5/8 in. thick, outer layer paper or vinyl surfaced. (Laminated System) Wallboard applied vertically in two layers. Inner layer attached to studs with 1 in. long Type S steel screws spaced 8 in. OC along vertical edges, and 12 in. OC in the field and outer layer laminated to inner layer with joint compound, applied with a notched spreader producing continuous beads of compound about 3/8 in. in diameter, spaced not greater than 2 in. OC. Joints of laminated outer layer offset 12 in. from inner layer joints Outer layer wallboard attached to floor and ceiling runner track with 1-5/8 in. long Type S steel screws spaced 12 in. OC. Optional, (Direct Attached System), Inner layer attached to studs with 1 in. long Type S steel screws spaced 16 in. OC in the field and along the vertical edges. Outer layer attached to the studs over the inner layer with 1-5/8 in. long Type S steel screws spaced 16 in. OC in the field and along the vertical edges and 12 in. OC to the floor and ceiling runners. Joints of screw —attached outer layer offset from inner layer joints. Joints of outer layer may be taped or untaped. Nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. AMERICAN GYPSUM CO — Types AG—C, AGX-1, AGX-11. BEIJING NEW BUILDING MATERIALS CO LTD — Type DBX-1. BPB AMERICA INC — Types 1, FRPC, EGRG, ProRoc Type X or ProRoc Type C. BPB CANADA INC — ProRoc Type C, ProRoc Type X or ProRoc Type Abuse —Resistant. CANADIAN GYPSUM COMPANY — Type AR, C, FCV, P—AR, IP—X1, IP—X2, IPC—AR, SCX, SHX, WRC or WRX. G—P GYPSUM CORP, SUB OF GEORGIA—PACIFIC CORP — Types 5, 9, C, DAP, DD, DA, DGG, DS, GPFS6. LAFARGE NORTH AMERICA INC — Types LGFC2, LGFC2A, LGFC3, LGFC6, LGFC6A, LGFC—C, LGFC—C/A. NATIONAL GYPSUM CO — Types FSK—C, FSW, FSW-3, FSW-5 , FSW—C, FSW—G. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC — Type C, PG-3, PG-5, PG-9 or PG—C. PANEL REY S A — Type PRX. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX-1 STANDARD GYPSUM L L C — Type SGC, SG—C or SGC—G. TEMPLE —INLAND FOREST PRODUCTS CORP — Types T, TG—C, VPB—Type T. UNITED STATES GYPSUM CO — Type AR, C, FCV, FRX—G, P—AR, IP—Xi, IP—X2, IPC—AR, SCX, SHX, WRC or WRX. USG MEXICO S A DE C V — Type AR, C, FCV, IP—AR, IP—X1, IP—X2, IPC—AR, SCX, SHX, WRC or WRX. 4A. Gypsum Board* — (As an alternate to Item 4) — Nom 3/4 in. thick, installed as described in Item 4 with 1-1/4 in. long Type S screws for inner layer and 2-1/4 in. long Type 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, P—AR. 4B. Gypsum Board* — (As an alternate to Item 4, 4A and 4B)-5/8 in. thick, 2 ft wide, tongue and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 4 for the direct attached system. CANADIAN GYPSUM COMPANY — Type SHX. UNITED STATES GYPSUM CO — Type SHX. USG MEXICO S A DE C V — Type SHX. *Bearing the UL Classification Mark "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." "Copyright © 2004 Underwriters Laboratories Inc.V UL DESIGN NO. U411 FLOOR -CEILING SYSTEMS, STEEL -FRAMED, WOOD FLOOR GA FILE NO. FC 4502 PROPRIETAli1f j' 7 HOUR FIRE STEEL CHANNEL JOISTS, PLYWOOD FLOOR, GYPSUM WALLBOARD CEILING Base layer 1/2" proprietary type X gypsum wallboard applied at right angles to channel shaped, minimum T deep, 18 gage galvanized steel joists 24" o.c. with 1" Type S-12 drywall screws 8" o.c. at butt joints and 12" o.c. at intermediate joists. Face layer 112" proprietary type X gypsum wallboard applied at right angles to joists with 1 1/2" Type G drywall screws at butt joints between joists and 1 5/8" Type S-12 drywall screws 12" o.c. at intermediate joists. =--- - Joints offset from base layer joints. Steel joists supporting 5/8" T & G edge plywood floor applied at right angles to joists with 1 15/16" No. 6-20 S-12 point screws 6" o_c. at floor perimeter and and joints and I On o.c. at intermediate joists. For alternate floor systems, consult manufacturer. Approx. Ceiling PROPRIETARY GYPSUM BOARD Weight: 4 psf American Gypsum Company 1/2" FIREBLOC TYPE C Fire Test: Based on UL R3660-7, -8, CertainTeed Gypsum, Inc. 1/2" ProRocne Type C Gypsum Panels 11-12-87; UL R1319-133, G-P Gypsum 112" ToughRock® Fireguard® C 7-16-75; UL R7094, Lafarge North America Inc. 112" Firecheck@ Type C 9ONK10635, 10-24-90; National Gypsum Company 1/2" Gold Bond@ Brand FIRE -SHIELD CTrn UL Design L524 Gypsum Wallboard PABCO Gypsum 1/2" FLAME CURBOD Super'C' sum Company United States Gypsum P y 112" TG-C 112" SHEETROCKO Brand Gypsum Panels, FIREC0i C Core (Contact the manufacturer for more detailed information on proprietary products. UL DESIGN NO. L524 Design No. U945 Bearing Wall hating — 2 HR, Nanbearing Wall Rating — 2 HR Load Restricted for Canadian- Applications — See Guide BXL V7 r 03 O• q ` mr aontoi section 2 1. Concrete Blocks* — Various designs. Classification D-2 (2 hr). See Concrete Blocks catogoxp for list of eligible manufacturers. 2. Mortar— Blocks laid in full bed of mortar, nom, 3/8 in. thick, of not less than 2-1 /4 and not more than 3-1 /2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 5i percent hydrated lime (by cement volume). Vertical joints staggered. 1 Portland Cement Stucco or Gypsum Piaster— Add 1/2 hr to classifi_ cation if used. Where combustible members are framed in Wall, plaster or stucco must be applied on the face opposite `framislg to achieve a rnax, Classification o 1-1/2 lu. Attached to concrete blocks (Item 1), 4. Loose Masonry Fill— If all cote spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* — (Optional -Not Shown) 1-1/2 in: thick max, 4 ft wide sheathing attached to concrete blocks (Item 1), THE DOW CHEMICAL CO —Type Thermax *Bearing the UL Classification Mark Design No. U906 BearingWall hating — 2 HR. Nonbearing Wall Rating — 2 HR: load Restricted for Canadian Applications— See Guide BXUV7 J /40- 5�518' Min Horizontal Section. 1. Concrete Blocks" —. Nominal 6 by 8 by 16 in, hallow or solid. Classification D 2 (2 .hr). ANCHOR CONCRETE PRODUCTS INC GAGNE & SON CONCRETE BLOCK INC Allowable compressive stress of 57% of m&v allowable compressive stress in accordance with the empirical design method. OLDCASTLE APO NE DBA AR,THUR WHITCOMB WESTBROOK CONCRETE BLOCK CO INC Allowable compressive stress of 75.6% of max allowable compressive stress in accordance with the empirical design method. 1 Mortar— Blocks laud in full bed of mortar, nom, 3/8' in, thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster— Add 1/2 hr to Classih- cation if used, Attached to concrete blocks (Item 1). 4. Foamed Plastic*--- (Optional -Not Shown) —1-1/2 in, thick max, 4 ft wide sheathing attached to concrete blocks (item 1).. - THE DOW CHEMICAL CO —Type Thermax *Bearing the UL Classification Mark UL DE51GN NO. U905 / U906 e FKO OSED MANUFACTURING r FOR FUR5UIT 50AT5 3901 STr LUCIE 13LVD. FONT FIEKGE, FLORIDA Key Plan 15euee: No.: Date: Description: A. 05/26/19 FOUNDATION PERMIT 13. 07/12/19 BID 5ET C. 07/18/19 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 60917th Si=t Vero Beach, FL 32960 Te1.772.794.2929 F".772.562.8600 www.donadio-erch.com Licenu No. AA0002238 Consultant: Drawing Title: UL DE51GN5 CODE FOR CODE C_nawne ST. LUCIE COUNTY BOCC Drn: Drawing File: JEL 'Chd: XKEF File: H0N7 J. 0nke `tiP tt act No.: Plot Fic: L 2019 A1,12 Cgydght ® 2019, Ponadia & Assod.s , Archft c , P.A., Al Rights Reserved Project: FROF05ED b 0 N i -------------------- - - - - - - - - - - - - - - - - - - - - --------- 01 OVERALL FLOOR FLAN TOTAL AREA 181,800 G.5.F. 5cale:1/32"=1'-0" COUNTEPCLOCKWI5E MANUFACTUKING 13UILDING f UR5UIT DOAT5 FORT FIERCE, FLORIDA Key Plan lesue5: No.: Date: Description: A. 03/11/19 5PA SUBMITTAL 5. 03/27/19 PKOGKE55 SET C. 07/12/19 BID SET D. 07/18/19 PERMITHT Architect: DONADIO & Associates, Architects P.A. 609 17th Sheet Vero Beech, FL 32960 TeL772.794.2929 Fa 372.562.8600 wwwAmadio-azch.com License No. AA0002238 Consultant: Drawing Title: OVERALL FLD0ogW4' VED FDR .�_ _E CDMPI Job North J7, �r+Z® tE �QuIV BQC`+ Drn: Drawing File: JEL Chd: XFEF File: Date5igned 1.�J"I - LU Cooght ® 2019. Von.& 6 Aseoclstes, Amhkr cU, P.A., All K4hts Reserved o NOTE: FOR PARTITION TYPE o LEGEND, 5EE DRAWING A2.12 No Q Q _ 4.9 Q � O Q Q � O7 ® Q9 1Q 11 12 13 14 4.8 i15 1-93 301-01, 1 301-0" 30V1 301-01' I �,_0,� 30'-0" 301-01, 30'-0" 301-0" 301-01, 39-01, I 30'-01, 1 301-0" 16'-6" id-D" 710" 10'-0" 18'-6" '-4" 10'-0" 1 374" ,4'4•ad' 12'-0" '-4" 596" '-8" 10'-6 '4" 5'-4" 5'4` 4•-6" ,4° 12't10" 21'-4" 4'10" 21'4" '-4„4,10' 12,-0" '.4" 42,-8" j 12'-0' 25-030" •_4° 8,! 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LUCIE BL FORT PIERCE, FLOR Key Plan 150ue5: No.: Date: Description: A. 05/11/19 5PA SUBMITTAL B. 03/27/19 PROGRE55 5ET C. 07/12/19 BID 5ET D. 07/18/19 PERMIT 5ET Architect: DONADI( & Associates, Architects P.) 609 17th Str Vero Heath, FL 32960 Te1.772.794.2929 Fm772 562.8600 www donadi-mh.com License No. AA0002238 Con9ultant: Drawing TIVe.: PAKT FLOOK PLAN - 50UTH AREVIEWED �- Job North COW, ST. LUCIE cc SOCC Drn: D JEL _Iil,o e Ghd: X'. fpp1TMG'#Y , DO •'� ` � Project No.: P t . _ � : • ;Sheet .. 9 A2.11 Copyright ® 2019, Donadlo & Ao lateo, Aroh Me. P.A., All Rlghw 27 25 1 17 16 15 PARTITION TYPE LEGEND PLAN PLAN PLAN TAG DESCRIPTION TAG DE5CR11'TION TAG DESCRIF�TION VIEW VIEW VIEW q 0- t EXTERIOR PRE-ENGINEERED METAL BUILDING WALL W/ INTERIOR LINER PANELS c2A)- �v INTERIOR PRE-ENGINEERED METAL BUILDING WALL W/ LINER PANELS V NON -FIRE -RATED, FULL -HEIGHT METAL STUD AND DRYWALL PARTITION W/ SOUND ATTENUATION _ 6", 20 GA. METAL 5TUD159 016" O.C. WITH 5/8" GWB BOTH 51DE5 AND 3" SOUND ATTENUATION BATTS, ALL METAL SIDING ON STEEL GIRTS WITH 6" VINYL -FACED INSULATION BLANKETS STEEL GIRT5 WITH 6" VINYL -FACED INSULATION BLANKETS FROM SLAB TO ROOF 5TRUCTURE ABOVE. FROM SLAB TO ROOF STRUCTURE ABOVE. INTERIOR METAL LINER PANELS METAL LINER PANELS TAG SIDE, FROM CLAD TO ROOF STRUCTURE ABOVE. FROM SLAB TO UNDERSIDE OF ROOF STRUCTURE ABOVE. NOTE: THERE ARE TUBE COLUMNS AND RELIEVING FROM SLAB TO T-6" A.F.F.. BALANCE OF IN5ULATION EXP05ED ABOVE T-6". BEAMS WITHIN THE 4A WALL DUE TO EXTREME HEIGHT, 5EE STRUCTURAL DRAWINGS. 1g EXTERIOR PRE-ENGINEERED METAL BUILDING WALL W/INTERIOR LINER PANELS B INTERIOR PRE-ENGINEERED METAL BUILDING WALL WillLINERPANELS & 15/8" FURRED DRYWALL 4B DRYWALL PARTITION ATTENUATION —••-••— 2-HOUR FIRE -RATED, FULL -HEIGHT METAL STUD AND W/ SOUND METAL SIDING ON STEEL GIFTS WITH 6" VINYL -FACED INSULATION BLANKETS FROM SLAB TO ROOF STEEL GIFTS WITH 6" VINYL -FACED INSULATION BLANKETS &METAL LINER PANELS, FROM SLAB TO UNDERSIDE OF ROOF STRUCTURE ABOVE. ON TAG SIDE, 5/8" DRYWALL ON 15/8" METAL STUD 6", 20 GA, METAL STUDS 016" O.C. WITH (2) LAYERS 5/8" TYPE T GWB BOTH SIDES AND 3" SOUND STRUCTURE ABOVE. INTERIOR METAL LINER PANELS FROM SLAB TO ROOF STRUCTURE ABOVE. FURRING BRACED BACK TO GIRT5 04'-0" O.C. MIN. VERTICALLY, FROM SLAB TO 6"ABOVE ATTENUATION BATTS, ALL FROM SLAB TO UNDERSIDE OF ROOF STRUCTURE ABOVE. - UL DESIGN NO. U411. SUSPENDED CEILING. NOTE: THERE ARE TUBE COLUMNS AND RELIEVING BEAMS WITHIN THE 4B WALL DUE TO EXTREME HEIGHT, SEE STRUCTURAL DRAWINGS. 0-EXTERIOR PRE-ENGINEERED METAL BUILDING WALL W/ NON -RATED CMU KNEE WALL �2^�,r INTERIOR PRE-ENGINEERED METAL BUILDING WALL W/ LINER PANELS & 3 5/8" FURRED DRYWALL Lti:�7VJ5tir`3A/, MIN. 5/10EMENT/LIME STUCCO ON 8" CONCRETE MASONRY UNITS WITH FOAM INSULATION v <SqX- � NON -FIRE -RATED, INTERIOR, PARTIAL -HEIGHT MASONRY WALL STEEL GIFTS WITH 6" VINYL -FACED INSULATION BLANKETS & METAL LINER PANELS, FROM SLAB TO UNDERSIDE OF ROOF STRUCTURE ABOVE. ON TAG SIDE, 5/8' DRYWALL ON 3 5/1 METAL STUD FILL, FROM SLAB T010'-8" A.F.F. METAL SIDING ON STEEL GIFTS WITH EXPOSED 6" VINYL -FACED INSULATION BLANKETS FROM 10'-8" A.F.F. TO ROOF STRUCTURE ABOVE. v 8"CMU WITH FOAM INSULATION FILL, FROM SLAB TO70'-8" A.F.F. -SEE STRUGT. DW65. FOR FURRING BRACED BACK TO GIRT5 9 4'-0" O.C. MIN. VERTICALLY, FROM SLAB TO 6" ABOVE SUSPENDED CEILING. MASONRY WALL REINFORCING & TIE REQUIREMENTS. 1D EXTERIOR PRE-ENGINEERED METAL BUILDING WALL W/ INTERIOR FURRED METAL STUD WALL 1-HP FIKE-RATED, INTERIOR, PARTIAL -HEIGHT MASONRY WALL METAL SIDING ON. STEEL GIRTS WITH 6" VINYL -FACED INSULATION BLANKETS FROM SLAB TO NON -FIRE -RATED, PARTIAL -HEIGHT METAL STUD AND DRYWALL PARTITION \/ &" CMU WITH FOAM INSULATION FILL, FROM SLAB T010'-&' A,F,F, U5E CMU WITH A D-2 FOOF 5TRUCTURE ABOVE. INTERIOR 5/8'' DRYWALL ON 3 5/8" METAL STUD FURRING BRACED 3-5/8", (6" WHERE INDICATED), 22 GA. METAL STUDS W 16" Q.C. WITH 50' GWB BOTH SIDES FROM CLASSIFICATION AND CONSTRUCT PER UL DESIGN U905 OR U906. - SEE 5TRUCT. DWGS. FOR BACK TO GIRT5 ® 4'-O" O.C. MIN. VERTICALLY, FROM SLAB TO 6" A5OVE SUSPENDED CEILING. 5LA8 TO 6" MIN. ABOVE ADJACENT SUSPENDED CEILING. MASONRY WALL REINFORCING .& TIE REQUIREMENTS. z-\� NON FIRE -RATED, FULL -HEIGHT METAL STUD AND DRYWALL BULKHEAD & A/C CONTROL CURTAIN 1E EXTERIOR PRE-ENGINEERED METAL BUILDING WALL W/ 1-HOUR RATED CMU KNEE WALL NON -FIRE -RATED, PARTIAL -HEIGHT METAL STUD AND DRYWALL PARTITION W/ SOUND ATTENUATION 3-5/8", (0" WHERE INDICATED), 22 GA. METAL STUDS 016" O.C. WITH 5/8" GWB BOTH SIDES AND 3" 6",.20 GA. METAL 6TUP5 0)16" O.C. WITH (1) LAYER 5/1 GWB BOTH SIDES AND 3" SOUND ATTENUATION BATTS, ALL FROM STRUCTURE ABOVE TO 17-4" A.F.F., WITH OWNER-FURNI5HED, MIN. 5/5" CEMENT/LIME STUCCO ON 8" CONCRETE MASONRY UNITS WITH FOAM INSULATION FILL, FROM SLAB TO v 10'-8' A.F.F. USE CMU WITH A D-2 CLA551FICATION AND CONSTRUCT PER UL DESIGN U905 OR U906. - SEE 5TRUCT. BOUND ATTENUATION BATTS, ALL FROM SLAB TO 6" MIN. A50VE ADJACENT SUSPENDED CEILING, SUSPENDED CLEAR PLASTIC A/C CONTROL CURTAIN TO FLOOR LEVEL. DWGS. FOR MASONRY WALL REINFORCING & I REQUIREMENTS. METAL 51DING ON STEEL GIFTS WITH 6" VINYL -FACED INSULATION BLANKETS AND METAL LINER PANELS FROM 10'i A.F.F. TO ROOF STRUCTURE ABOVE. C� O Ct O Q© o Q o o © Q o 0 0 ® o Q Q o 0 0 1 450'-011 20030'-0" 30' 0" 0- 1 50-0 '- ' 251 20'-0" 25'1200 25-0" '30-0I 2iT-011 23'-0" ' '-6" 324 42'-4" 12-0DOOR 36-0 '4 i'-8!82-2 12-0DOOR 33-02 12-0" DO.OR 201 1I�I `4" LiI D'4 81'6 13'4" M.O. 31'-8MAS. - 41'-8" MA 13'-4" M.O. - -8-0- 768MAS. 134M.O. 35'4MAS. 21'- IMA5 13'-4" M.O. 31'8MA I, 15141 MO. 0'-0" MA5. i I I I I 0203' I, Ot 13 I r 01 14 I 01 15 1 01 16 i 01 17 - 011' Dig 013 01400 Lill � If _ - - -1--- re ---.— III -----� _ - - 1c —, ---- — - II —,I (IIII L Iy_- -------- -- 1c - - - - - - -i L h c �� I III II II 1-1 ;� III II II \ II FF / BB - li III' ��- - - - - -- �✓ — I, — — 11— —:— — ------Bee�kl14 — — — }- -- - -Deck- i -- - — --r--------- De�k to fly V � II i 1 II I = � N o a a o Tz4i. 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SHOP=— �__ I . o t1L �i j TrimAemm}zl-- .II oo� F-- 2.6 - --- g- - 1 _ - m4- ---- P - .Gnrla ! _ _.--.-._.—_� — —------- Glue-��N Booth i start CalincFnsn Varnish Booth A - - - 02 =--Az_31 -__.__-_.____._._ r\X� ------ _-_._ III -- _.___.---- - - , --�-- b 11 ��_ NeaOfficemo Greup.Lceeader Offffit �._.......15 I �' 1B -------, Hard Wood 1B __.....__ ....-__ - a 1B l Qo I �r_<_7 ` - --. - ---- --- 024 02 5 L 02 3 �_ 02-2 01-9 b3 2 - 5B 1E 5B 119 1I - 2A I'I A - --- J - -- - -- - - - - - -T- - - ---- - - - --- 1 -- _ _-_---_- ----- -- - j - -=-- ----- a ____ _____ ---- ____ ___ __ - -_=__ =— _ -__� - --_-- __ -- __ -- - 71 �1 UPHOLSTERY A LAMINATION ! ! I III - -- t- _-- r- --- -- 1 �� fil 1 II I II z-o" 10° 23'`011 ,-4' 12''0° 113'-81I 14,-011 4,-d, '-4' 18,,81I '-4' '-10' 1 2401 45C'-0 27 26 24 S 20 19 17 Project: FROF0SEP MANUFACTURING FOR f UK5UIT 130AT5 5901 5T. LUCIE BLVID. FONT FIERCE, FLOKIDA Key Plan looue5: No.: Date: Description: A. 05/11/19 5PA 50MITTAL B. 03/27/19 PROGRE55 5ET C. 07/12/19 BID 5ET D. 07/18/19 PERMIT 5ET Architect: consultant: D®NADI0 & Associates, Architects P.A. 60917th Street Vero Beech, FL 32960 Te1.772.794.2929 Fm.772.562.8600 www.donedio-arch.com License No. AA0002238 Drawing Title: PANT FLOOR PLAN - NORTH REVIEWED FOR 15 roe North 0/nt11111111_ _ PLIANCE a ST. LUCIE COUNTY B�CCi Drn: Drawing File: JEL cm: XREF File: o :i '(N Vi, p0 ��+„ Project No,: Plot File: Nz -42 01 FAIN FLOOR FLAN - NORTH (NOTATED COUNTENCLOCKWI5E) Scale: 1/9611=1'-0" g A2.12 Cl 0 2019, Ro to & Asscdl is, Archracte, P,A., All Rights Reserved KEYED NOTE5 Project: FROF05ED TO 13E DETERMINED 13Y FIELD DIMEN510N5 CODE COMPLIANT ALUMINUM FIXED LADDER WITH — LOCKADLE CAGE, UP TO ROOF. LADDER, CAGE, ATTACHMENT5 AND FASTENERS TO DE ENGINEERED TO WITHSTAND A WIND 5PEED OF 160 MPH. LADDER SHALL NOT TOUCH NOR FASTEN TO ROOF SURFACE. 5UI3MIT SHOP DWG5. 51GNED/5EALED BY A FLORIDA ENGINEER. PROVIDE LOCKABLE ACCE55 BARRIER 7' MINIMUM FROM WALL — 5URFACE TO CENTER OF RUNG i9 2 t) :2 b �t SIDE VIEW 02 LADDER DETAILS 5cale:1/8"=V-0" 05 n EAVE W/ GUTTER I' EAVE W/'GUTTER 1 L` CANOPY W/ GUTTER GANOPY W/ GUTTER 03 01 1200F FLAN 03) (03 05 yam, 03 03 4.10 03 03 03 �JJ 04 03 A4.10 03 01 METAL ROOF PANELS ON STEEL PURLIN5 AND STEEL RIGID FRAMES 6Y METAL BUILDING MANUFACTURER. PROVIDE VINYL -FACED METAL BUILDING INSULATION, R-50 MINIMUM. 02 CANOPY ROOF AT ENTRANCE DOOR DY METAL BUILDING MANUFACTURER. 03 WALL FAN WEATHER HOOD BELOW. 04 VARIOUS ROOFTOP EQUIPMENT CURBS, SEE MECHANICAL DRAWINGS. 05 CODE COMPLIANT ALUMINUM FIXED LADDER WITH LOCKABLE CAGE, UP TO ROOF. LADDER, CAGE, ATTACHMENT5 AND FASTENERS TO BE ENGINEERED TO WITHSTAND A WIND SPEED OF 160 MPH. LADDER SHALL NOT TOUCH NOR FASTEN TO ROOF SURFACE. 5U5MIT SHOP DWG5.51GNED/5EALED BY A FLORIDA ENGINEER. SEE DETAIL 02 ON THIS SHEET. GENERAL NOTES 1. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. 2. 5A515 OF DESIGN 15 AMERICAN BUILDING COMPANY. 3. ROOF DRAINAGE CALCULATIONS, GUTTER SIZES AND METAL LEADER SIZES & LOCATIONS SHALL BE DETERMINED 5Y METAL BUILDING MANUFACTURER, 4. METAL EAVE AND RAKE TRIM SHALL 3E BY METAL BUILDING MANUFACTURER. 5. METAL ROOF RIDGE FLASHING SHALL DE BY METAL BUILDING MANUFACTURER, 6. METAL ROOF PANELS, METAL WALL PANELS, RAKE AND EAVE CLOSURES & TRIM, ALONG WITH GUTTERS AND DOWN5POUT5 SHALL ALL BE PROVIDED BY ONE METAL BUILDING MANUFACTURER. 7. ALL COMPONENTS SHALL MEET MIAMI-DADE NOTICE OF ACCEPTANCE OR FLORIDA BUILDING CODE PRODUCT APPROVAL. 5. FOR ALL ROOFTOP EQUIPMENT CURBS, PLUMBING VENTS THROUGH ROOF AND OTHER TROUGH -ROOF PENETRATIONS, REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. MANUFACTURING 13UILDING FOR f URSUIT DOAT5 5901 5T. LUCIE BLVD. FORT FIERCE, FLORIDA Key Plan 155ue5: No.: Date: Description: A. 03/27/19 PROGRE55 5ET B. 07/12/19 BID 5ET G. 07/16/19 PERMIT 5ET Architect DONADIO & Associates, Architects P.A. 609 17Ea Sow Vero Beech, FL 32960 TeL772.794.2929 Fm.772.562.8600 w .donadio-amh.coo# License No. AA0002238 Consultant: Drawing Title: ROOF PLAN REVIEWED FOR CODE COMPLIA Job North ST. LUCIE COUNTY )Z_� BOCC e Drn: Drawing File: JEL Chid: XREF File: NIdTI{(}h' D AJD o oN,yo/ Project No.: Plot File: v L'' 2019 A2.20 Copyright 02019, Pohadic&Ass is % AmhRecw, P.A.. All Fleh% Reserved Project: FROFO5ED rsm FOR FUK5UIT 130AT5 3901 5T. LUCIE BLVD. FCKT FIEKCE, FLOKIDA Key Plan 155uee: No.: Date: Description: A. 07/12/19 BID SET B. 07/18/19 PERMIT SET Architect: DONADIO & Associates, Architects P.A. 60917th Street Vero Beach, FL 32960 TeL772.794.2929 Fm.772.562,8600 w .donadio-arch.c License No. AA0002238 Consultant: )rawing T tle: ENLARGED PLAN - BREAK ROOM, REST ROOMS AND OFFICES Scale:1/4^1'3EVI c ; .; ,:_a FOR Job North 100 ECOMPLIANCE ST. LUCIE COUNTY EOCC Drn: Drawing File: JEL & Chd: XREF File: AD ANiH�N✓ J ;� Project No,: Plot File: �. ate sigrle� l%���.��g A2.30 Coymight ® 2019. Donadlo & As Iai , Archft o , P.A.. All Riglrt" Reeerved Project: C HE 3'41 2'-0" I 2'-0" I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ELECTRICAL \ \ \ \ \ ROM \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 64' 3'-411 1.-4 METAL CLOSURE 13'-0" (MA50NRY) 8 01 ENLARGED PLAN - ELECTRICAL ROOM Ix07 Scale: 3/8"=1'-0" O 101 GENERAL NOTE5 1. ELECTRICAL ROOM #03 AND ELECTRICAL ROOM #07,1-HOUR FIRE -RATED WALLS SHALL 5E 8" CMU WITH FOAM INSULATION FILL, FROM SLAB TO 10'-8" A.F.F. USE CMU WITH A D-2 CLASSIFICATION AND CONSTRUCT PER UL DESIGN U905 OR 1.1906. - SEE STRUCT. DWG5. FOR MASONRY WALL REINFORCING & TIE REQUIREMENTS. 2. ELECTRICAL ROOM #03 AND ELECTRICAL ROOM #07,1-HOUR FIRE -RATED CEILING, (DIAGONALLY HATCHED AREA), SHALL BE CONSTRUCTED PER FLOOR -CEILING ASSEMBLY GA FILE NO. FC 4502 A5 BA50 ON UL DE51ON NO. L524. IN ADDITION, ADD 6" FIRE SAFETY BLANKETS BETWEEN JOISTS. SEE DRAWING A1.12 AND STRUCTURAL DRAWING 5-9. 4.8 4.9 15 I I 314" 314" 3'-0' J I I I I __------.......--..—---- ....------' Qz m \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ ELROOIMAL \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \I�\� \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \I \\ \ T\ \\//� \ \ I \ \\ \ oIcO�AR ul /max I LOOK ,ACE I -- � J CLEAR I x'FLOOR '5KACE I — — — \\� H/ TION w� — q w ��/ IF EYE WA SHOWER 5T \ \ \ \ METAL CLOSURE 1 13'-0" (MASONRY) I I m 02 ENLARGED FLAN - ELECTRICAL ROOM #05 i III I FROFOSED MANUFACTURING 13UILDING FOP, FUK5UIT BOAT5 5901 5T. LUCIE BLVD. FORT FIERCE, FLORIDA Key I"Iar leoum No.: Date: Deecription: A. 07/12/19 BID 5ET B. 07/18/19 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 60917th Street Vero Beach, FL 32960 Te1.772.794.2929 Fa.772.562.8600 www.donsdio-mh.com Licmw No. AA0002238 Consultant: Drawing Title: ENLARGED PLANS - ELECTRICAhE00M5 IEWEp F�� Job NorthCOD COMPLIANCE . LUCIE-COVNTY- - e� SOCC Drn: Drawing File: JEL e Chd: XREF File: o fANTHOP;�y ';9.0- •, AJD Pro ea No.: Plot File: t1: 4 0 \ O� .. 18-42 Oct No.: Z019 A2.51 Cop{Hghe 0 2M.. Pomdlo & Axoe4tm. Ar Metre, P.A., All Righte Reeerved COUN1 BOTTC JAMB SOLID LYWD. PLA5T BA5E1 02 PANTRY COUNTED SECTION GENERAL NOTES 1. COMPRESSOR ROOM #04 NON -RATED WALLS SHALL BE 8" CMU WITH FOAM INSULATION FILL, FROM SLAB TO 10'-8" A.F.F. - SEE 5TRUCT. DWG5. FOR MASONRY WALL REINFORCING & TIE REQUIREMENTS. 2. COMPRESSOR ROOM #04 NON -RATED CEILING, (DIAGONALLY HATCHED AREA), SHALL BE CONSTRUCTED OF METAL BUILDING C JOISTS WITH 3/*' PLYWOOD ON TOP, 9" SATT INSULATION AND 1 LAYER OF 5/6" DRYWALL ON 7/8" METAL HAT FURRING CHANNELS AT 16" O.C.. SEE STRUCTURAL DRAWINGS 5-& & 5-9. 01 ENLARGED PLAN - COMPRE550R ROOM #04 Project: FROF05ED MANUFACTURING BUILDING FOR PUI5UIT 50AT5 3901 5T. LUCIE BLVD. FORT PIERCE, FLORIDA Key Plan IsSuea: No.: Date: Description: A. 07/12/19 BID 5ET B. 07/18/19 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 609 17th Stt Vao Heath, FL 32960 Tel.772.794,2929 Fu.772.562.8600 www.donadlo-=h.c License No. AA0002238 Con9ultant: Drawing Title: ENLARGED PLAN - COMPRE55OR ROOM Job North REVR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Drn: Drawing File: JEL 4. ••. rNa� Chd: XREF Flle: Plot Flle: 9 A2.32 Copyright 02019, Ponadlo&Assoclates, Architects, P.A., All 8lghts Pes Ned Project: GENERAL NOTES 1. FOR LIGHTING, AND HVAC LOUVER5 & GRILLES, 5EE MECHANICAL AND ELECTRICAL DRAWING5. C�p MANUFACTURINC P UILPING FOR f UK5UIT POAT5 5901 ST. LUCIE 6LVD. FORT FIERCE, FLORIDA Key Plan Issues: No.: Date: Description: A. 07/12/19 BID 5ET 5. 07/18/19 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 60917th Street Vero Beech. FL 32960 Te1.772.794.2929 P".772.562.8600 w Aonadio-mch.00m License No. AA0002238 Comoultant: Drawing Title: FART REFLECTED CEILING PLAN OFFICE5, BREAK RM. & KE5T ROOK Job North CO® --'.w rVr{ COMPLIANCE ST. LUCIE COVN �� TY SOCC Orr: Drawing Fil JEL Ghd: XFEF File: NTf1G,u„ . %C',"`, / elect Ala Plot File: 05 / 01 FART REFLECTED CEILING FLAN �icale: 1/4"=T-0" 2019 A2.40 Copyright 0 2019, Donadio & Aeeociates, Arch Uko P.A., All Sight. Reserved Project: METAL GUTTERS AND DOWNSPOUTS 5Y METAL BUILDING MANUFACTURER, TYPICAL. STRUCTURAL METAL ROOF PANELS BY METAL BUILDING MANUFACTURER, TYPICAL. HURRICANE PE515TANT GALVANIZED HOLLOW METAL MAN DOORS AND FRAMES, TYPICAL. METAL EAVE AND RAKE TRIM BY METAL BUILDING MANUFACTURER, TYPICAL. HURRICANE PE615TANT GALVANIZED STEEL COILING OVERHEAD DOOR, TYPICAL, METAL 51DING BY METAL BUILDING MANUFACTURER, TYPICAL. CODE COMPLIANT ALUMINUM FIXED LADDER WITH LOCKABLE CAGE, UP TO ROOF. LADDER, CAGE, ATTACHMENTS AND FA5TENER5 TO BE ENGINEERED TO WITHSTAND A WIND SPEED OF 160 MPH, LADDER SHALL NOT TOUCH NOR FASTEN TO ROOF SURFACE. SUBMIT SHOP DWG5. 51GNED/5EALED BY A FLORIDA ENGINEER. SEE DETAIL 02 ON DRAWING A2.20. _EL.+35'_6" E EL. AVE+2,3 - EAVE T.O. WALL qV 01 EAST ELEVATION Scale: 1/32"=1'-0" CANOPY BY METAL BUILDING MANUFACTURER, TYPICAL. METAL GUTTERS AND DOWNSPOUTS BY METAL BUILDING MANUFACTURER TYPICAL. STRUCTURAL METAL ROOF PANELS BY METAL BUILDING MANUFACTURER, TYPICAL. FAN LOUVER AND WEATHER HOOD, TYPICAL, SEE MECHANICAL DRAWINGS. HURRICANE RESISTANT GALVANIZED HOLLOW METAL MAN DOORS AND FRAMES, TYPICAL. HURRICANE PE515TANT GALVANIZED STEEL COILING OVERHEAD DOOR TYPICAL. METAL SIDING BY METAL BUILDING MANUFACTURER, TYPICAL. STUCCO ON CONCRETE BLOCK WALL. /@)7 7TCA EL +35'-6" EAVE EL. +28'-O" --- - -------- --EAVE u +101-8LAI >. ,. .. . T.O. WALL IlIPF EL. 0'-OnDATUM) -1T T/SLAB 02 NORTH ELEVATION 6" DIAMETER, 4'-0" HIGH, DOMED, CONC, FILLED, GALV. STEEL PIPE BOLLARDS, TYPICAL, 5ET IN CONC. FOOTING. STRIPE PAINT, BLACK .& SAFETY YELLOW. 41I00tr AAIC PCaIaTAAIT WnP10nkJTAI al Inikir- nnnG Peklm a gK EL_. +35'-6" EAVE EL. +28'-0" EAVE EL.O'-0 DATUM --�- T//SLAB 05 WEST ELEVATION 5cale:1/32"=1'-0" 6" DIAMETER, 4'-0" HIGH, DOMED, CONC. FILLED, GALV, STEEL PIPE BOLLARDS, TYPICAL, 5ET IN CONC. FOOTING. STRIPE PAINT, BLACK & SAFETY YELLOW, IMPACT PE515TANT FIXED ALUMINUM WINDOWS, TYPICAL. DOCK BUMPERS, TYPICAL. -_---_ - _ EL.+33'-0' L.---� EAVE EAVE EL.+16'-0" CANOPY EAVE _EL. 0'-0' (DATUM) VOLA13�--- EL.-4'_0" LOADING DOCK CODE COMPLIANT ALUMINUM FIXED LADDER WITH LOCKABLE CAGE, UP TO ROOF. LADDER HURRICANE PE515TANT HORIZONTAL SLIDING DOOR PANELS CAGE, ATTACHMENTS AND FASTENERS TO BE ENGINEERED TO WITHSTAND A WIND SPEED OF 160 MPH. LADDER SHALL NOT TOUCH NOR FASTEN TO ROOF SURFACE, 5UI3MIT SHOP �/,J�) DWG5. 51GNED/5�EAN�LE)D 5Y A FLORIDA ENGINEER. SEE DETAIL 02 ON DRAWING A2.20. ®© Q o o Q© o Y Q o Y ®12 ® Y 12 0 o Y 5F- _.5 EL EAVE 6 EAVE T EL. +28' 0' EAVE f -----12---- EAVE EL. +16'-0�� L ---- �.I EL. - -- - - -- - - -.. •.--- -:. - � CANOPY EAVE CANOPYEAVE - ;., in EL. 0'-C" (DATUM) EL. O'-OnDATUM) T/5LAB - ----------- - - - - -- --- T/SLAB EL. LOADING DOCK FROF05ED MANUFACTUKING P>UILDING FOR PURSUIT BOAT5 3901 ST. LUCIE 6LVD. FORT PIERCE, FLORIDA Key Plan 155Ue5: No.: Date: Description: A. 05/11/19 512A 50MITTAL B. 03/27/19 PROGRE55 5ET C. 07/12/19 511) 5ET D 07/15/19 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 609 nth street Vem Beach, FL 32960 Tel.772.794.2929 Fn.772.562.8600 www.donadio-amh.com License No. AA0002238 Consultant: Drawing Title: EXTEfJOR ELEVATIONS REVIEWED FOR ST. LUCI COUNTY SOCC Drn: Drawing File: JEL �Yfi Y� Chd: XREF File: ��.... ..$� AJD lydj P" Proiact No.: Plot File: 04- SOUTH ELEVATION 5ca1e: jg A3.10 P.A., All Right/ Reserved Project: O X - METAL ROOF PANELS ON STEEL PURLIN5 AND STEEL RIGID {� O I O (^'5E FRAMES BY METAL BRUILDING MANUFACTURER. PROVIDE VINYL -FACED METAL BUILDING INSULATION, R-30 MINIMUM. EL.+35'-6' M A N U F ACT U K I N G - - - - - - - - - RIDGE bUILDING EL. +2&'-0" -�— EAVE - - - ------ ----- ----------------� STEEL RIGID FRAME BY METAL BUILDING MANUFACTURER. FOR ,.5 ROOF CANOPY BY METAL BUILDING MANUFACTURER. RGI I D0 A TS CANOPY EAV� METAL SIDING ON STEEL GIRT5 WITH EXPOSED 6° 5901 5T. L U C I E B LVD. VINYL -FACED INSULATION BLANKETS, R-19 MINIMUM. � {� METAL LINER PANELS TOT-6"A.F.F. FORT I {IEKCE, FLORIDA LAMINATION LAMINATION 05 ® 6" CONCRETE SLAB ON GRADE W/ 4X4 W4.0 X W4.0 WWM Key Plan - r ON 10 MIL VAPOR BARRIER ON TREATED, COMPACTED FILL. T._- ._-t.-�.-.... ...- .... ._. EL. 0'-0" DATA j T/SLAB 01 BUILDING SECTION Scale: 3/32"=1'-0" ROOF CANOPY BY METAL 1 BUILDING MANUFACTURER. ! 2-HOUR FIRE-P.ATED WALL: 6", 20 GA. METAL STUDS a 16" O.C. WITH (2) LAYERS 5/8" TYPE'X' ' STEEL GIRT5 WITH 6" VINYL -FACED INSULATION - BLANKETS AND LINER ` METAL PANELS BOTH I >.�._ EL. +16'-0" _ I GWB BOTH SIDES AND 3" SOUND ATTENUATION J SIDES, FROM SLAB TO ROOF STRUCTURE ABOVE. r CANOPY EAVE - 5/5" DRYWALL ON 3 5/8" METAL STUD ! BATTS, ALL FROM SLAB TO UNDERSIDE OF ROOF _ II FURRING BRACED BACK TO GIRT5 a ! STRUCTURE ABOVE. - ILL DESIGN N0. U411. ;, f 4'-O" O.C. MIN. VERTICALLY, FROM SLAB i 5/5" DRYWALL ON 1 50' METAL STUD FURRING TO 6" ABOVE SUSPENDED CEILING. ! BRACED BACK TO GIRTS a 4'-O" O.C. MIN. VERTICALLY, ROOF DRAINAGE CALCULATIONS, — FROM SLAB TO 6" ABOVE SUSPENDED CEILING. GUTTER 52155 AND METAL I q LEADER SIZES & LOCATIONS - SHALL BE DETERMINED BY METAL L BUILDING MANUFACTURER. _ u AK ROOM 4 BRE 0 J C RRID R � D 0 LAMINATION LAMINATION ' LAMINATION _ _ p 17 I o 13 05 05 05 �� - - �I m I 1, 02 BUILDING SECTION Scale: 3/32"=1'-0" ROOF CANOPY BY METAL BUILDING MANUFACTW EL. +16-0" CANOPY EAVE ROOF DRAINAGE CALCULATIONS, GUTTER SIZES AND METAL LEADER 61ZE5 & LOCATIONS SHALL DETERMINED BY METAL BUILDING MANUFACTURI METAL ROOF PANELS ON 5TEEL— PURLIN5 AND STEEL RIGID FRAMES BY METAL BUILDING MANUFACTURER. PROVIDE VINYL -FACED METAL BUILDING INSULATION, R-30 MINIMUM. EL. VARIE5 TO. STEEL STEEL RIGID FRAME BY METAL — 13UILDING MANUFACTURER. FULL -HEIGHT METAL LINER PANELS BEYOND, BY META BUILDING MANUFACTURER 03 BUILDING SECTION Scale: 3/32"=1'-0" 14 15 18 23 - - - — - -- - - - - 12 - - - - - SUSPENDED BULKHEAD - 6", 20 GA. METAL 5TUD5 a 16" O.C. WITH (1) LAYER 5/8" GW5 BOTH 51DE5 AND 3" SOUND ATTENUATION 5ATT5 SUSPENDED CLEAR PLASTIC A/C CONTROL CURTAIN FROM BULKHEAD TO FLOOR LEVEL. LAMINATION 05 A55EMBLY 01 ASSEMBLY METAL ROOF PANELS ON STEEL PURLIN5 AND STEEL RIGID FRAMES BY METAL BUILDING MANUFACTURER, PROVIDE VINYL -FACED METAL BUILDING INSULATION, R-30 MINIMUM EL +35'-6" - EAVE EL. +33'-0" — — RIDGE — EL. +28'-0" fy EAVE-IFB. CTURER, STEEL RIGID FRAME BY METAL BUILDING MANUFACTURER. ROOF CANOPY BY METAL BUILDING MANUFACTURER. EL. +20'-8" CANOPY EAVE METAL SIDING ON STEEL GIRT5 WITH EXPOSED 6" VINYL -FACED INSULATION BLANKETS, R-19 MINIMUM. METAL LINER PANELS TOT-6" A.F.F. 6" CONCRETE SLAB ON GRADE W/ 4X4 W4.0 X W4.0 WWM ON 10 MIL VAPOR BARRIER ON TREATED, COMPACTED FILL. - - EL. 0'-O" (DATUM) T/SLAB I65ue5: No.: Date: Description: A. 03/27/19 PROGRE55 5ET 07/12/19 BID 5ET C. 07/18/19 PERMIT 5ET IETAL ROOF PANELS ON STEEL PURLIN5 AND STEEL RIGID NAMES BY METAL BUILDING MANUFACTURER. PROVIDE INYL-FACED METAL BUILDING INSULATION, R-30 MINIMUM. .00F DRAINAGE CALCULATIONS, GUTTER SIZES ,ND METAL LEADER SIZES & LOCATIONS SHALL BE DETERMINED BY METAL BUILDING MANUFACTURER, STEEL RIGID FRAME BY METAL BUILDING MANUFACTURER IETAL 51DING ON STEEL GIRT5 WITH EXPOSED 6" INYL-FACED INSULATION BLANKETS, K-19 MINIMUM 11N: 50' CEMENT/LIME STUCCO ON 8" CONCRETE IA5ONKY UNITS WITH FOAM INSULATION FILL �" CONCRETE SLAB ON GRADE W/ 4X4 W4.0 X W4.0 WWM RN 10 MIL VAPOR BARRIER ON TREATED, COMPACTED FILL. METAL ROOF PANELS ON STEEL PURLIN5 AND STEEL RIGID FRAMES BY METAL BUILDING MANUFACTURER. PROVIDE VINYL -FACED METAL BUILDING INSULATION, R-30 MINIMUM. ROOF DRAINAGE CALCULATIONS, GUTTER SIZE5 AND METAL LEADER 51ZE5 & LOCATIONS SHALL BE DETERMINED BY METAL BUILDING MANUFACTURER. STEEL RIGID FRAME BY METAL BUILDING MANUFACTURER METAL 51DING ON STEEL GIRT5 WlTP EXP05ED 6" VINYL -FACED INSULATION BLANKETS, K-19 MINIMUM. MIN. 5/8" CEMENT/LIME STUCCO ON 8" CONCRETE MA50NFY UNITE, WITH FOAM INSULATION FILL 6" CONCRETE SLAB ON GRADE W/ 4X4 W4.0 X W4.0 WWM ON 10 MIL VAPOR BARRIER ON TREATED, COMPACTED FILL. EL. +35'-6" EAVE Architect: _ EL. +25'-0" EAVE T.O. CMU EL. O'-O" (DATUM T/5LA8 VV EL. +35'-6" EAVE _ EL. +25'-0" EAVE EL.+10'._.8" fik EL..O'-0" LATUM T/5LA8 IV DONADIO & Associates, Architects P.A. 609 rnh Sv Vero Heach, FL 32960 Te1.772.794.2929 Fm772.562.860D www.donedio-mch.com License No. AA0002238 Consultant: Drawing Title: BUILDING 5ECTIONS REVIEWED Rnr% ST; L.UC E C®V NCE socc NTy Drn: Drawing File: JEL ! Chd: XREF File: t � ry ct .. Plat File: 04 BUILDING 5ECTION 5ca l e: A4.10 Project: TYPICAL ADA APPROVED I8"W.% 30" K MIRROR l0 ;o ❑ 8 N i5 `F g • ❑ o Si s� � o N U CD ADA APPROVED ACCESSIBLE BATHROOM ACCESSORIES: FRAMED MIRROR, LAV., SOAP D15P., ELECTRIC HAND DRYER - AS INDICATED IN DRAWINGS & SPECIFICATIONS 30" GRAB BAR AT REAR WAL m Q URINAL Q ACCE5515LE URINAL 1� WATER CL05ET Q ACCE5515LE WATER CLOSET WITH GRAB BAR5 AND TOILET TISSUE DISPENSER 40" m 0 0 MAX. QF SURFACE MOUNTED TOILET TI55UE D15PEN5ER, REFER TO 5PECIFICATION5 QG SANITARY NAPKIN VENDING MACHINE r r 0 0 Q FPAMELE55 5TAINLE55 STEEL MIRROR AND BOOK UTILITY SHELF (NOTU5ED) Qi SHOWER CURTAIN ROD ® 6'-6" A.F.F. HANDICAPPED SHOWER HEAD SEE 5PECIFICATION5. GENERAL NOTES: -I -I 1. REFER TO FIXTURE AND ACCE55OFY LEGEND FOR MOUNTING HEIGHTS (THIS SHEET) 2. GROUT AROUND ALL WALL PENETRATIONS AFTER INSTALLATION OF KE5TROOM FIXTURES AND a B e Cs� EQUIPMENT, AND PROVIDE CAULKING A5 NECESSARY. p 3. PROVIDE SOAP DISPENSER AT ALL LAVATORIES. ® ,a 4. PROVIDE SANITARY NAPKIN 0I51105AL5 IN ALL FEMALE TOILET STALLS. Q _ 5. LOCATE 5HUT-OFF VALVE5 ACCESS PANELS UNDERNEATH LAVATORY COUNTERS. PAINTTO 0 o o MATCH WALL TILE FIN15H AND CAULK PERIMETER OF PANEL (COLOR TO MATCH GROUT.) a N 9. CONTRACTOR 5HALL CAULK PERIMETER OF TOILET ACCESSORIES. :? F = 10. HOT WATER AND DRAIN PIPES UNDER LAVATORIE5 OR SINKS SHALL BE INSULATED OR OTHERWISE PROTECTED. THERE SHALL BE NO SHARP OR ABRASIVE 5URFACE5 UNDER 0 K Q u QO LAVATORIES OR SINKS. 11. THE STRUCTURAL STRENGTH OF GRAB BARS AND SHOWER SEATS 5HALL BE DESIGNED AND SUPPORTED A5 TO WITHSTAND A LOAD OF NOT LE55 THAN 250 POUNDS APPLIED A7 ANY POINT, DOWNWARD OR HORIZONTALLY. J ADA FOLDING SHOWER SEAT L SURFACE MOUNTED N ADA CLOTHES HOOK 12. ALL TOILET PARTITIONS ARE TO BE 6'-10" A.F.F. TO TOP OF HEADRAIL, 5'-10" A.F.F. TO THE TOP OF PANEL AND 1'-0" A.F.F. TO THE BOTTOM OF PANEL. ELECTRIC HAND DRYER 15. PRIVACY PANELS BETWEEN URINALS TO BE 4'-8" A.F.F. TO THE TOP OF PANEL AND 1'-2" A.F.F. Q ADA TOWEL BAR TO THE BOTTOM. 0 SANITARY NAPKIN DISPOSAL Q WALL MOUNTED LAVATORY, UNIT AT ALL FEMALE TOILET FRAMED MIRROR AND 50AP STALLS & RE5TROOM5 DISPENSER 01 TYf ICAL TOILET FIXTURE VERTICAL DIMENSIONS AND ACCESSORY LEGEND 90ale:1/4°=1'-0° I \ CLEAR. ��' FLOOR 15PACC�' � I, CLEAR FLOOR SPACE AT LAVATORIES 02 ADA DETAILS LAVATORY GLEARANGES 50E LAVATORIES BACK WALL i i, i MIN WALL 60" 6" 36" MIN J /� N PLAN GRAB BARS AT WATER CL05ET5 9 I CLEAAR o FLOOR X / (L 5PACE I 5POUT HEIGHT FOUNTAIN OR COOLER AND KNEE CLEARANCE BI-LEVEL DRINKING FOUNTAIN ,i iC MGMiIEfEN i " gC AANbH xAWhgN —cx�cnsnat�Ara wxiw a,3$ m{b}k 1L%172`8156,95m» �y t A i &441,1NG PL9"t'6'fYP6'A' L I , ri t " i 3 mtY.NPLHETdI (i 8N6S t -tr%ta•x<satm+aa c tweat, rrotas are Pasrrn wat l-0{gxurwas a cnwuret =OWN (D9MMOPLATETMV a naetnaaenczwaettoen%satmniahvxmuma,aut+m+aor�wwrwN'ts. BAf.KlNO, EL1lAPW PLATE TYPE NT MOI3N1'iNG Bt:NEYdB TYPE`A' TiNLET ACCESfiARE',E $ipSELF•TAFPYki St7iEW3 TYPE B' BASECABkYEPB µi2$TAPPBd68fftE1M1S TYPE W iNAE4 HlRNC CAiIlNETB .u..•. ,&t 8C-0.PTAPPINfi SCAEM. TYPE'B" WAlt N1Et6 EpWPMENf 714SELPdAPPiFh3 ECPEW3 TYPE B' ACC�884AAOER3 #t-0P�4F-TAFPit�%i SCREN/A _ TYPEB'� TON.ET PARTtii0N8WK.ttiG #I4EELF-TAFFItM38GREW8�.-_ TYPE `A' C&1(td PER MANkiFAGT48iER TYPE'A HAIll PERbtANUFACTUN'#H TYp. PACKING D?J f LATE DETAILS N.T.S. p120FOSED EFOR ) MANUFACTUKING 13UIL ING f U 125 U IT SORTS 3901 ST. LUCIE PLVD. FORT FIERCE, FLORIDA Key Flan 165ue5: No.: Date: Description: A. 07/12/19 BID SET B. 07/18/19 PERMIT SET Architect: DONADIO & Associates, Architects P.A. 609 17ih Street Vero Seacli, FL 32960 Te1.772J94.2929 Fax.772.562.8600 www.danadio-a`c6.wm Liceuee Na. AA0002238 Consultant: Drawing Title: TOILET AGCE550RIE5 & ADA DETAI� DEVIEWED FOR SCIE Nry Drn: Drawing File: JEL ha: XREF File: AJD— oiect No.: Plot File: 9 A5.10 Cowght P.A., All Rights Reserved ROOM FIN ISH SCHEDULE w m Z O o ROOM NAME FLOOR 8A5E WALL CEILING 5[ ¢ w w m Z o ¢ W ¢ :2 ¢ W ¢ :2 z E NORTH SOUTH EAST WEST ¢ W ¢ :�t z d: F w _ ¢ W Q : z u ¢ W ¢ :�i Z E ¢ W ¢ :�i z E: ¢ W ¢ :�i z LL ROOM FIN15HE5 01 A55EM15LY 5C --- --- MWP FACT MWP FACT MWP FACT MWP FACT EXP -- VARIE5 01 02 MILL SHOP 5G - - - - - - MWP FACT MWP FACT MWP FACT MWP FACT EXP - - - VARIES PAINT CMU WALLS OF ELEC. KM, #03 02 03 ELECTRICAL ROOM 5C - - - - - - CMU P CMU P CMU P CMU P GYP P *10'-0" 03 04 COMPPE55OF ROOM 5C - - - - - - CMU P CMU F' CMU P CMU P GYP P x10'-8" 04 05 LAMINATION 5C --- --- GYP' P MWP FACT MWP FACT MWP FACT EXP --- VARIE5 ' SUSPENDED BULKHEAD W/PA5TIC A/C CONTROL CURTAIN BELOW 05 06 STOCKROOM 5C - -- MWP FACT MWP FACT MWP FACT MWP FACT EXP -- VARIES 06 07 ELECTRICAL ROOM 5C --- --- CMU P CMU P CMU P CMU P GYP P x10'-O" 07 08 GLA55 ROOM 5C --- --- MWP FACT MWP FACT MWP FACT MWP FACT EXP --- VARIES 08 09 OPEN OFFICE PC VB --- GYP P GYP P GYP P GYP P ACT FACT 101-0" O9 09A VESTIBULE PC VB --- GYP P GYP P GYP P GYP P GYP P 9'-0" 09A 09D DATA PC VB --- GYP P GYP F GYP P GYP P ACT FACT 9'-0" 095 10 OFFICE PC VB --- GYP P GYP P GYP P GYP P ACT FACT 10'-0.. 10 11 OFFICE PC VB --- GYP P GYP P GYP P GYP P ACT FACT 10'-0" 11 12 OFFICE PC VB --- GYP I P GYP P GYP P GYP P ACT FACT 10.-0.. 12 13 CORRIDOR PC VB --- GYP P GYP P GYP P GYP P ACT FACT 10'-0" 13 13A JANITOR'S CLOSET 5C CTB --- MRB CTW/P MRB CTW/P MRB CPN/P MRB CTW/P GYP P 9'-0" 13A 130 STORAGE 5C VB --- GYP P GYP P GYP P GYP P ACT FACT 91-0" 1313 14 MEN CT CTB --- MRB 'CPW/P MRB CTN/P MRB CTW/P MRB CPW/P GYP P 9'-0" "CTFH ®LAVATORY WALL 14 14A MEN'5LAVATORY CT CTB --- MRB CTFH MRB CTFH MRB CTFH MRB CTFH GYP P 9'-0" 14A 1413 MEN'5 LAVATORY CT CTB --- MRB CTFH MRB CTFH MRB CTFH MRB CTFH GYP P 9'-0" 1415 14C MEN'5 SHOWER CT CTB --- MRB CTFH MRB CTFH MRB CTFH MRB CTFH GYP P 9-0" 14C 15 WOMEN CT CTB --- MRB CTW/P MRB CTW/P MRB CTW/P MRB CTW/P GYP P 9'-0.. 15 15A WOMEN'S LAVATORIE5 CT CTB --- MRB CTFH MRB CTFH MRB CTFH MRB CTFH GYP P 9-0" 15A 15D WOMEN'S SHOWER CT CTB --- MKS CTFH MRB CTFH MRB. CTFH MRB CTFH GYP P 9-0.. 156 16 PANTRY QT QTB --- GYP P GYP P GYP P GYP P GYP P 19-0" 17 17 BREAK ROOM PC VB - - - GYP P GYP P GYP P GYP P ACT FACT 10'-0" 17 18 ELECTRICAL ROOM 5C --- --- --- --- MWP FACT MWP FACT MWP FACT EXP --- VARIE5 18 18A STORAGE 5C VB --- GYP P GYP P GYP P GYP P ACi FACT 9'-0" 18A 19 UPHOLSTERY 5C -- --- EXP -- VARIES I 1 19 FLOOR 13A5E WALL CEILING FIN15H CT - CERAMIC TILE CI3 - CERAMIC TILE BASE CTW - CERAMIC TILE WAINSCOT - 6 HIGH GYP - GYPSUM BOARD P - PAINT PC - POLISHED CONCRETE VB - VINYL BASE CTFH - CERAMIC TILE - FULL HEIGHT ACT - ACGOU5TICAL TILE FACT -FACTORY 5C - SEALED CONCRETE QTB - QUARRY TLE BASE CMU - CONCRET MASONRY UNITS EXP - EXPOSED STRUCTURE - -- - NO, NONE OR NOT APPLICABLE EP - EPDXY PAINT GYP - GYPSUM BOARD QT - QUARRY TILE MRB - M015TUPE RESISTANT BOARD MWP - METAL WALL PANELS EXP-EXF06EP STRUCTURE SEE SCHEDULE SEE SCHEDULE r-------- ---� L------- ---J I NOTE: 5EE DOOR SCHEDULE FOR DOOR GLA55 H 0 5 SEE 5 S SCHEDULE SCHEDULE SCHEDULE SCHEDULE - - N '''. I w GLA55 W I OVERHEAD HORIZONTAL LIDING OILING FLUSH WPANEOLN 0 COUNTER TER CDOOR I DOOR w w w SH FIN. FL.I FIN. FL. OHG FVP RU5 OCD H5D 01 DOOR TYFE5 Scale:1/4"=V-0" 2'•8" M.O. 514" M.O. 21'-4" M.O. 4 EQUAL 5PACE5 2" SEE SCHED. 2" SEE SCHED. O1 01 01 - A5,12 A6.12 A6.12 07 O Q) N 06 N 06 N 06 F F AO,12 F A6.12 F AO.12 o � YKK YH5 50, 21/2" X 5" YKK YHS 50, 21/2" X 5" YKK YH5 50, 21/Z" X 5" IMPACT PESO.5TOREFRONT IMPACT RE515.5TOREFRONT IMPACT RE515.STOREFRONT OR EQUAL, W/ GREY TINTED OR EQUAL, W/ GREY TINTED OR EQUAL, W/ GREY TINTED FIN, FL, FIN. FL. IMPACT RE515T. GLA55 IMPACT RESIST. GLA55 IMPACT RESIST. GLA55 FIN. FL. O O O O O 02 FLAME TYFE5 Scale:1/4"=1'-01j 05 WINDOW TYFE5 Scale:1/4"=1'-0" DOOR SCHEDULE w Z AL o DOOR SIZE DOOR FRAME W _ Z_ N - v w ¢ w Z QL o w {- OC a DL W : CI7 N � C1 ¢ Z W IN- W Dz W DETAILS Q CS7 Z _ WIDTH X HEIGHT THICKNE55 DOOR5 01-1 3'-0" X 7-0" 1 3/4" HG IGHM IRG P INS 2 GHM P - - - 05/A6.12 - - - 02/A6J ADA - - - 03 CARD READER ACCE55 REQUIRED 01-1 01-2 12'-0" X 16'-0" OGD 5TL - - - PC INS -- - - - - - - - _ _ _ 06A/A6.11 06B/A6.11 _ _ _ 03/A6.11 - -.- - - - 01 MANUAL OPERATION 01-2 01-3 12'-0" X 16'-0" OCD 5TL - - - PC INS - - - - - - - - - _ _ _ 06A/A6.11 06B/A6.11 --" 03/A6.11 - - - - - - 01 MANUAL OPERATION 07-3 01-4 31-0" X 7-0" 1 3/4" F IGHM - - - P INS 2 GHM P - - - 05/A6.12 - - - 02/A6.12 ADA - - - 04 01-4 01-5 12'-0"X16-0" OCD 5TL --- PC INS --- --- --- --- 06B/A6.11 --- 03/A6.11 --- --- 01 MANUAL OPERATION 01-5 01-6 12'-0"X16-0" OCD 5TL --- PC INS --- --- --- --- 066/A6.11 --- 03/AG.11 --- --- 01 MANUAL OPERATION 01-6 01-7 31-01,X7-0" 13/4" F IGHM --- P INS 1 GHM P --- 05/A6.11 --- 02/A6.11 ADA --- 04 01-7 01-8 12'-0" X 16-0" OCD 5TL - - PC INS - - - - - - - - - - - - 06A/A6'11 06B/A6.11 - - " 03/A6.11 • - - - - - 01 MANUAL OPERATION 01-8 01-9 8'-0"X 12'-0" OCD 5TL --- PC INS --- --- --- --- 065/A6.11 --- 03/A6.11 --- --- 01 MOTORIZED OPERATION 01-9 NOTUSED 01-10 01-10 NOTUSED 01-11 29-0"X16-0" HOD 5TL --- P INS --- --- --- SEE 5TRUC URAL DRAWI G5 --- 01A 01-11 01-12 20'-0"X16'-0" HOP 5TL --- P INS --- --- --- SEE 5TRUC URAL DRAWI G5 --- 01A 01-12 01-13 3'-0"XT-0" 13/4" F IGHM --- P INS 2 GHM P --- 05/A6.12 --- 02/A6.12 ADA --- 04 01-13 01-14 12'-0" X 16'-0" OGD 5TL --- PC INS --- --- --- --- OOA/A6.11 OOB/01-15 -"" 03/A6.11 --- --- 01 MANUAL OPERATION 01-14 3'-O" X T-O" 1 3/4" F IGHM - - - P INS 2 GHM P - - - 05/A6.12 - - - 02/A6.12 ADA - - - 04 01-15 01-16 12'-0" X 10'-0" OCD 5TL - - - PC INS - - - - - - - - - - - - 06A/A6.11 OOD/01-17 - - - 03/A6.11 - - - - - - 01 MANUAL OPERATION 01-16 12'-0" X 16'-0" OCD 5TL - - - PC INS - - - - - - - - _ _ _ 06A/A6.11 06B/A6.11 _ _ _ 03/A6.11 - - - ... 01 MANUAL OPERATION 01-17 02-1 20'-0"X16-0" HOD 5TL --- P INS --- --- --- SEE 5TRUC URAL DRAWI GO --- 01 02.1 02-2 3'-0" X T-O" 1 3/4" FVP IGHM IRG P INS 1 GHM P - - - 05/AO.1I - - - 02/A6.11 ADA - - - 03 CARD READER ACCE55 REQUIRED 02-2 02-3 1W-0" X 12'-0" OCD 5TL - - - PC INS - - - - - - - - - - - - 066/A6.11 - - - 03/A6.11 - - - - - - 01 MOTORIZED OPERATION 02-3 02-4 3'-0" X 7-0" 1 3/4" FVP IGHM IRG P INS 1 GHM P - - - 05/A6.11 - - - 02/A6.11 ADA - - - 03 CARD READER ACCE55 REQUIRED 02-4 02-5 12'-0" X 12'-0" OCD 5TL - - - PG INS - - - - - - - - - - - - 0613/A6.11 - - - 03/A6.11 - - - - - - 01 MOTORIZED OPERATION 02-5 02-6 3'-0" X 7'-0" 1 3/4" F IGHM - - - P INS 1 GHM P - - - 05/A6.11 - - - 02/A6.11 ADA - - - 04 02-6 02-7 3'-0"XT-O" 13/* HG IHM TP P INS 1 HM P --- 05/A6.11 --- 02/A6.11 ADA --- 08 WEATHER5TRIPPING REQUIRED 02-7 02-8 12'-O" X 12'-O" OCO STL - - - PC INS - - - - - - - - - - - - 05/A6.13 - - - OVA6.13 - - - - - - 01 MOTORIZED OPERATION 02-6 03-1 3'-0"X7-0" 13/4" F HM --- P INS 2 HM P --- 05/A6.12 --- 02/A6.12 --- 45 07 03-1 03-2 3'-0"XT-O" 13/4" F IGHM --- P INS t GHM P --- 05/A6.12 --- 02/A6.12 ADA 45 02 03-2 04-1 31-01,X7-0" 13/4" F HM --- P INS .2 HM P --- 05/A6.11 --- 02/A6.11 --- --- 08A 04-1 04-2 8'-0"X12'-0" OCD STL --- PG NO --- --- --- --- 06/A6:13 --- 02/A6.13 --- --- 01 MANUAL OPERATION 04-2 05-1 12'-O" X 16-0" OCD 5TL - - • PC - - - - - - - - - - - - - - - 068/AG.11 - - - 03/A6.11 - - - - - - 01 MANUAL OPERATION 05-1 05-2 12'-0" X 16'-0" OCD 5TL - - - PC ... - - - - - - - - - - - - 06B/A6.11 - - - 03/A6.11 - - - - - - 01 MANUAL OPERATION 05-2 05-3 3'-0" X T-0" 15142, F IGHM - - - P - - - i GHM P - - - 05/A6.11 - - - 02/A6.11 ADA - - - 04 05-3 05-4 12'-O"X16-0" OCD 5TL --- PC --- --- --- --- --- 06B/A6.11 --- 03/A6.11 --- --- 01 MANUALOPERATION 05-4 05-5 12'-0"X16'-0" OCD 5TL --- PG --- --- --- --- --- 0613/A611 --- 03/A6.11 --- --- 01 MANUALOPERATION 05-5 05-6 3'-0" X T-O" 1 3/4" F IGHM - - - P - - - i GHM P - - - 05/A6.11 - - - 02/A6:11 ADA - - - 04 05-6 05-7 1 12'-0"X16'-0" OcD STL --- PC --- --- --- --- --- 065/A6.11 --- 03/A6.11 --- --- 01 MANUAL OPERATION 05-7 05-8 12'-0" X 16-0" OGD 5TL - - - PC ' - - - - - - - - - - - - - - 06B/A6.11 - - - 03/A6.11 - - - - - - 01 MANUAL OPERATION 05-8 05-9 3'-0" X T-0" 1 3/4" F IGHM - - - P - - - 1 GHM P - - - 05/A6.11 - - - 02/A6.11 ADA - - - 04 05-9 05-10 (2 PP) 12'-6"X18'-0" HOD 5TL --- P --- --- --- --- SEE 5TRUC URAL DRAWI 05 --- 01A 05-10 06-1 3'-0"XT-0" 13/4" HG IHM TP P INS 1 HM P --- 05/A6.11 --- O2/A6.11 ADP, --- 08 WEATHER5TRIPPING REQUIRED 06-1 06-2 3'-0"XT-0" 13/4" F IGHM --- P --- 1 GHM P --- 05/A6.11 --- 02/AO.11 ADA --- 05A 06-2 06-3 10'-0" X 12'-0" OCD 5TL - - - PC - - - - - - - - - - - - - - - 065/Ae.11 - - - 03/A6:11 - - - - - - 01 MANUAL OPERATION 06-3 06-4 10'-0" X 12'-0" OCD 5TL - - - PC - - - - - - - - - - - - - - - 066/A6.11 - - - 03/A6.11 - - - - - - 01 MANUAL OPERATION 06-4 06-5 3'-O" X 7-0" 1 3/4" FVP IGHM IRG P - - - 1 GHM P - - - 05/A6.11 - - - 02/A6.11 ADA - - - 05 CARD READER ACCE55 REQUIRED 06-5 06-6 10'-O"X12'-O" OCD STL --- PC --- --- --- --- --- 06B/A6.11 --- 03/A6.11 --- --- Ot MANUAL OPERATION 06-6 07-1 3'-0" X 7-0" 1 3/4" F - - - P INS 2 HM P - - - 05/A6.12 - - - 02/A6.12 - - - 45 07 07-1 07-2 3'-O"XT-O" 13/4" F --- P INS 1 GHM I, --- 05/A6.12 --- 02/A6.12 ADA 45 02 WEATHER51RIPPING REQUIRED 07-2 08-1 3'-0 X T-0" 1 3/4' HG RIHM TP P INS 1 HM P --- 05/A6.11 --- 021A6.11 ADA -•- 08 WEATHER5TRIPPING REQUIRED 08-1 08-2 12'-0 X12'-0" OCD - - - PC INS --- --- -- --- 05/A6.13 --- 01/A6.13 -- 01 MOTORIZED OPERATION 08-2 06-3 12'-0' X 12'-0" OCD - - - PC INS - - - - - - - - - - - - 066/A6.11 - - - 03/A6.11 - - - - - - 01 MOTORIZED OPERATION 08-3 08-4 3'-0" X 7-0" 1 3/4" FVP IGHM IRG P INS 1 GHM P - - - 05/A6.11 - - - 02/A6,11 ADA - - - 05 CARD READER ACCE55 REQUIRED 08-4 09 3'-0" X 7-0" 1 3/4, FVP IGHM IRG P INS t GHM P - - - 04/A6.11 - - - 01/A6.11 ADA - - - 05A 09 09A-1 (PR)3'-0"XT-0" 13/4" HG IHM TP P INS 1 HM P --- 04/A6.13 --- 03/A6.13 ADA --- 06 WEATHER57RIPPING REQUIRED 09A-1 09A-2 (PR) 3'-O" X 7-0" 1 3/4" HG IHM TP P - - - 1 HM P - - - 07/A6.11 - - - 07/A6.11 ADA - - - 06 WEATHER5TRIPPING REQUIRED 09A-2 09D 3'-0" X 7-0" 1 3/4" F H M - - - P - - - 1 HM P - - - 07/A6.11 - - - 07/A6.11 - - - - - - 05A 0913 10 31-0,X7-0" 13/4" FVP HM TP P -- 1 HM P --- 07/A6.11 --- 07/A6.11 - - -- 09 10 11 3'-0" X T-O" 1 3/4" FVP HM TP P - - - 1 HM P - - - 07/A6.11 - - - 07/A6.11 - - - - - - 09 11 12 3'-0 XTO" 1314" FVP HM TP P --- 1 HM P --- 07/A6.11 --- 07/A6.11 --- -- 09 12 13 (PR)3'-0 XT-0 13/4" HG IHM TP P INS t HM P --- 06/A6.13 --- OWA6.13 ADA -- 06 WEATHER5TRIPPING REQUIRED 13 13A 3'-0 XT-O" 13/4" F HM --- P -- t HM P --- 07/A6.11 --- OWA6.11 --- -- 08A 13A 1313 3'-0' X T-O" 1 3/4" F HM - - - P - - t HM P - - - 07/A6.11 - - - 07/A6.11 - - - 08A 136 14-1 31-0,XT-0" 1314, F HM --- P -- 1 HM P --- 07/A6.11 --- 07/A6.11 MBL -- 11 14-1 14-2 3'-0' XT-O" 1314" F HM --- P --- 1 HM P --- 07/A6.11 --- 07/A6.11 MBL --- 11 14-2 14C 3'-0 XT-0" 13/4" F HM --- P --- i HM P --- 07/A6.11 --- 07/A6.11 - - -- 10 14C 15 3'-0' XT-0' 1314" F HM --- I, --- 1 HM P --- 07/A6.11 --- 07/A6.11 MBL -- 11 15 155 3'-0 XT-O" 13/4" F HM --- P -- ' i HM P --- 07/A6.11 --- 07/A6.11 --- --- 10 15B 16A 3'-0" X T-0" 1 3/4" HG HM TP P - - - 1 HM P - - - 07/A6.11 - - - - 07/A6.11 QTTT6 - - - 08B 16A 1615 8'-0"X4'-2"(NOMINAL) 13/4" RU5 AL --- AN --- --- AL AN • - - - 01 MANUAL OPERATION - * SEE SECTION 02 ON DRAWING A2.32 16D 17-1 (PR) 3'-O" X 7-0" 1 3/4" FVP HM FRG P - - - 1 HM P - - - OS/A6.11 - - - 08/A6.11 - - - 90 06A 17-1 17-2 3'-0" X T-O" 1514, FVP IGHM IRG P INS 1 OHM P - - - 04/A6.11 - - - 01/A6.11 ADA - - - 0513 17-2 17-3 3"-0" X T-O" 1 314" FVP IGHM IRG P INC, 1 GHM P - - - 04/A6.11 - - - OVA6.11 ADA - - - 05 CARD READER ACCE55 REQUIRED 17-3 17-4 3'-0" X T-O" 1314), F HM - - - P - - i HM P - - - 07/A6.11 - - - 07/A6.11 - - - - - - 08B 17-4 17-5 34'-5"X9'-6"(POCKET DIM.) --- --- --- --' FACT -- --- --- --- - - - 08/A6.12 - - - 03/A6.12 - - - - - - Oi SUSPENDED ACCORDION DOOR 17-5 18-1 3'-011XT-0" 13/4" HG IHM TP P INS 1 HM P --- 05/A6.11 --- 02/AO.11 ADA --- 06 WEATHER5TRIPPING REQUIRED 18-1 18-2 3'-0"XT-O" 13/4" FVP IGHM IRG P INS 1 GHM P --- 05/A6.11 --- 02/A6.11 ADA --- 03 CARD READER ACCE55 REQUIRED 18-2 16-3 12'-0" X 12'-0" OCD 5TL - - - PC INS - - - - - - - - - - - - 065/A6.11 - - - 03/A6.11 - - - - - - 01 MOTORIZED OPERATION 18-5 18A 3'-0"X7-0" 13/4" F HM --- _ P -- 1 HM P --- 07/A6.11 --- 07/A6.11 --- --- 08A 18A 19-1 31-0"XT-0" 1 3/4" HG IHM TP P INC? 1 HM P - 05/A6.11 _ _ 02/A6.11 ADA - 08 WEATHER5TRIPPING REQUIRED 19-1 19-2 3'-0" X T-O" 1 3/4" FVP IGHM IRG P INS 1 GHM P - - - 05/A6.11 _ _ _ 02/A6.11 ADA - - - 03 CARD READER ACCE55 REQUIRED 19-2 19-3 12'-0" X 12'-0" OCD STL - - - PC INS - - - - - - - - _ _ _ 065/A6.11 _ - - 03/A6.11 - - - _ _ _ Oi MOTORIZED OPERATION i9-3 AL = ALUMINUM HM = HOLLOW METAL VOL = MARBLE 5F = STOREFRONT TP = TEMPERED L5G = LAMINATED SAFETY GLA55 AN = ANODIZED IHM = INSULATED HOLLOW METAL P = PAINT 5CW = SOLID CORE WOOD IRG = IMPACT RE515TANT GLA55 --- = NO, NONE OR NOT APPLICABLE FACT = FACTORY PRE -FINISHED GHM = GALVANIZED HOLLOW METAL PC = POWDER GOATEE) 5TL = GALVANIZED STEEL FRG = FIRE RATED GLASS (FIRE LIGHT PLUS) INS = INSULATED IGHM = INSULATED GALVANIZED HOLLOW METAL OCD = OVERHEAD COILING DOOR QTTT5 = QUARRY TILE TAPERED TPAN51TION 5TRIP Project: FKOF05ED MANUFACTURING DUiLPING FOR FUK5UIT DOAT5 5901 5T. LUCIE BLVD. FORT FIERCE, FLORIDA Key Plan 155Ue5: No.: Date: Description: A. 03/27/19 PROGRESS SET B. 07/12/19 BID SET C. 07/15/19 PERMIT SET Archltect: & Associates, Architects P.A. 609 17th sheet veto Heath, FL 32960 Tel.772.794.2929 Fn.772 562.8600 www.doaadio-amh.cono License No. AA0002238 Consultant: Drawing Title: DOOR & FINISH 5CHEDULE5 REVIEWED FOR ST. LUCIE COUNTY SOCC Drn: Drawing File: JEL Chd: XREF File: we Ili 6' ��- AJD ,g ProJect No.: Plot File: 1 9 A6.10A CoWght ® 2019. OonMlo d A„ datea. Archltwte. P.A., All Right, Rmmmad Project: PROF05ED HARDWARE GROUP NO. 01 - ROLL -UP DOOR 01-2 1-3 1-5 01-6 01-8 01-9 01-14 01-16 1-17 02-1 02-3 02-5 2-8 04-2 05-1 05-2 05-4 05-5 05-7 05-8 06-3 06-4 06-6 8-2 08-3 16B 17-5 18-3 19-3 ALL HARDWARE BY DOOR MFR. HARDWARE GROUP NO. 01A - EXTERIOR SLIDING DOOR 01-11 01-12 05-10 Provide each SGL door(s) with the followina: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1 EA FIRE EXIT HARDWARE HH-99-L-NL-F-06-SNB 626 VON 1 EA SURFACE CLOSER 4050 SCUSH TBSRT 695 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA GASKETING 8150SBK PSA 1BK ZER 1 EA RAIN DRIP 142AA A ER 1 JEA THRESHOLD 566A-223 JA IZER SCHLAGE LOCK FBC NOA FL12400.3 - DOOR SWEEP BY DOOR MFR. HARDWARE GROUP NO. 03 - EXTERIOR - CARD ACCESS 01-1 02-2 2-4 18-2 1192 Provide each SGL door(s) with the followina: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1 EA POWER TRANSFER EPT10 CON 89 ON 1 EA ELEC FIRE EXIT HARDWARE RX-HH-99-L-F-E996-06-FSE-CON-SNB 24 VDC 626 ON 1 EA SURFACE CLOSER 4050 SCUSH TBSRT 695 LCN 1 JEA IKICK PLATE 8400 10" X 2" LDW B-CS 30 IVE 1 JEA IGASKETING 8150SBK PSA BK ZER 1 JEA IRAIN DRIP 142AA ZER 1 JEA rHRESHOLD 566A-223 ZER SCHLAGE LOCK FBC NOA FL12400.4 - DOOR SWEEP BY DOOR MFR. CARD READER AND ALL ACCESS CONTROL ACCESSORIES BY SECURITY SYSTEMS INTEGRATOR GROUP NO. 03A - EXTERIOR - CARD ACCESS Provide each SGL door(s) with the followina: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1 EA POWER TRANSFER EPT10 CON 689 VON 1 EA ELEC FIRE EXIT HARDWARE RX-HH-99-L-F-E996-06-FSE-CON-SNB 24VDC 626 VON 1 EA SURFACE CLOSER 4050 SCUSH TBSRT 695 LCN 1 JEA IKICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 JEA IGASKETING 8150SBK PSA BK ER 1 EA RAIN DRIP 142AA ZER 1 EA THRESHOLD 566A-223 ZER SCHLAGE LOCK FBC NOA FL12400.3 - DOOR SWEEP BY DOOR MFR. CARD READER AND ALL ACCESS CONTROL ACCESSORIES BY SECURITY SYSTEMS INTEGRATOR -1ARDWARE GROUP NO. 04 - EXTERIOR - EXIT 01-4 01-7 01-13 01-15 2-6 05-3 05-6 05-9 Provide each SGL door(s) with the followina: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1 EA PANIC HARDWARE HH-99-L-NL-06-299F-SNB 626 VON 1 EA RIM CYLINDER 20-057 ICX 626 SCH 1 EA FSIC CORE 23-030 626 SCH 1 EA SURFACE CLOSER 4050 SCUSH TBSRT 695 LCN 1 EA IKICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA IRAIN DRIP 142AA AA ZER 1 EA IGASKETING 8150SBK PSA BK ZER 1 EA HRESHOLD 566A-223 A ZER SCHLAGE LOCK FBC NOA FL12400.3 - DOOR SWEEP BY DOOR MFR. HARDWARE GROUP NO. 05 - EXTERIOR - CARD ACCESS 06-5 08-4 17-3 Provide each SGL door(s) with the followina: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 56B14.5X4.5NRP 63 0 IVE 1 EA POWER TRANSFER EPT10 CON 689 VON 1 EA ANDL EU STOREROOM ND96P6DEU RHO 14-042 12V/24V DC 626 SCH 1 EA SURFACE CLOSER 4050 SCUSH TBSRT 695 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 JEA IRAIN DRIP 142AA A ZER 1 JEA IGASKETING 8150SBK PSA BK ZER 1 IEA ITHRESHOLD 66A-223 ZER SCHLAGE LOCK FBC NOA FL12400.4 - DOOR SWEEP BY DOOR MFR. CARD READER AND ALL ACCESS CONTROL ACCESSORIES BY SECURITY SYSTEMS INTEGRATOR I.I_\:711111rJ/9.7� Prnvide each SGl.. dnnrW with The followina, QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1 EA VANDL STOREROOM LOCK ND96P6D RHO 14-042 626 SCH 1 EA SURFACE CLOSER 4050 SCUSH TBSRT 695 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA GASKETING 8150SBK PSA BK ZER 1 JEA IRAIN DRIP 142AA AA ZER 1 JEA ITHRESHOLD 566A-223 ER SCHLAGE LOCK FBC NOA FL12400.3 - DOOR SWEEP BY DOOR MFR. - EXTERIOR - NO CARD ACCESS Provide each SGL door(s) with the followina: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1 EA VANDL STOREROOM LOCK ND96P6D RHO 14-042 626 SCH 1 EA SURFACE CLOSER 4050 SCUSH TBSRT 695 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA RAIN DRIP 142AA AA ZER 1 JEA IGASKETING 8150SBK PSA JBK ZER 1 JEA ITHRESHOLD 566A-223 IZER SCHLAGE LOCK FBC NOA FL12400.4- DOOR SWEEP BY DOOR MFR. HARDWARE GROUP NO. 06 - INTERIOR - PAIR 09A-1 09A-2 113 Prnvide each PR donr(s) with the followina: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 6 EA HINGE 513131 4.5 X 4.5 652 IVE 1 EA PANIC HARDWARE 9927-EO-264-SNB 626 VON 1 EA PANIC HARDWARE 9927-L-06-264-SNB 626 VON 1 EA FSIC CORE 23-030 626 SCH 1 EA RIM CYLINDER 20-057 ICX 626 SCH 2 JEA I SURFACE CLOSER 4050 REG OR PA AS REQ TBSRT 689 LCN 2 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 2 EA WALL STOP WS406/407CVX 630 IVE 1 EA GASKETING 188SBK PSA BK ZER 2 EA MEETING STILE 328AA-S AA ZER HARDWARE GROUP NO. 06A - INTERIOR - PAIR RATED 17-1 Provide each PR door(s) with the followina: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 6 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA FIRE EXIT HARDWARE 9927-L-F-06-SNB 626 VON 1 EA FIRE EXIT HARDWARE 9927-EO-F-SNB 626 VON 1 EA RIM CYLINDER 20-057 ICX 626 SCH 1 EA FSIC CORE 23-030 626 SCH 2 EA SURFACE CLOSER 4050 REG OR PA AS REQ TBSRT 689 LCN 2 jEA I KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 2 EA WALL STOP I WS406/407CVX 630 IVE 2 EA MEETING STILE 328AA-S AA ZER 1 1EA GASKETING 188SBK PSA BK ZER HARDWARE GROUP NO. 07 - INTERIOR - ELECTRICAL RM. 03-1 7-1 PrrnriAa Parh S(;1 dnnr(c) with the fnllnwinn- QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA FIRE EXIT HARDWARE 99-L-NL-F-06 626 VON 1 EA FSIC CORE 23-030 626 SCH 1 EA RIM CYLINDER 0-057 ICX 626 SCH 1 EA SURFACE CLOSER 1450 REG OR PA AS REQ STD 89 LCN 1 JEA IKICK PLATE 18400 10" X 2" LDW B-CS 30 IVE "EA IWALLSTOP S406/407CVX 30 IVE 1 JEA IGASKETING 1188SBK PSA BK ZER HARDWARE GROUP NO. 08 - INTERIOR - Prnvirla aarh RrZl rinnr(s) with the fnllnwinn- TY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA CLASSROOM LOCK ND70P6D RHO 626 SCH 1 EA SURFACE CLOSER 1450 REG OR PA AS REQ STD 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA WALL STOP S406/407CVX 630 IVE 1 JEA IGASKETING 188SBK PSA JBK ER HARDWARE GROUP NO. 08A - INTERIOR - NON RATED Prnvirle Parh S('I dnnr(cl with the fnllowina, QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5613114.5X4.5 52 IVE 1 EA STOREROOM LOCK ND80P6D RHO 626 SCH 1 EA SURFACE CLOSER 1450 REG OR PA AS REQ STD 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 30 IVE 1 EA WALL STOP S406/407CVX 630 IVE 3 EA SILENCER ISR64 GRY IVE INTERIOR - NON RATED Provide each SGL door(s) with the followina: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB14.5X4.5 52 IVE 1 EA CLASSROOM LOCK ND70P6D RHO 626 SCH 1 EA SURFACE CLOSER 1450 REG OR PA AS REQ STD 6 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 30 IVE 1 EA ALL STOP S406/407CVX 689 30 IVE 3 EA SILENCER SR64 RY IVE HARDWARE GROUP NO. 09 - INTERIOR - Prnvide Parh SC;I dnnr(sl with the fnllowina QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA ENTRANCE/OFFICE LOCK ND50P6D RHO 626 SCH 1 EA WALLSTOP S406/407CVX 630 IVE 3 EA SILENCER SR64 GRY IVE HARDWARE GROUP NO. 10 -INTERIOR - PrnvidP Pach SGI dnnr(s) with the followina: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 2 EA SPRING HINGE 3SP1 4.5 X 4.5 652 IVE 1 EA HINGE 3PB1 4.5 X 4.5 652 IVE 1 EA PRIVACY LOCK ND40S RHO 626 SCH 1 EA OH STOP 450S 652 GLY 3 EA SILENCER SR64 GRY IVE P NO. 11 - INTERIOR - RESTROOM Provide each SGL door(s) with the followina: QTY DESCRIPTION ATALOG NUMBER FINISH MFR 3 EA HINGE BB1 4.5 X 4.5 652 IVE 1 EA PULL PLATE 303 10" 4" X 16" F 630 IVE 1 EA PUSH PLATE 200 4" X 16" 630 IVE 1 EA SURFACE CLOSER 1450 REG OR PA AS REQ STD 689 LCN 1 EA KICK PLATE 400 10" X 2" LDW B-CS 630 IVE 1 JEA WALL STOP S406/407CVX 1630 JIVE 3 JEA ISILENCER OR64 IGRY JIVF DUILDING FOR 12UKSUIT [30AT5 5001 5T. LUCIE P>LVD FORT PIERCE, FLORID/ Key Plan 15eue0: No.: Date: Description: A. 07/12/19 BID 5ET B. 07/18/19 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 609 nth sheet Vero Beach, FL 32%0 Tel.772.7942929 Fim.772.562.8600 www.donadio-arch.com License No. AA0002238 Goneultant: Drawing Title: D00R HARDWARE REVIEWED Fnim "�V ut COMPLIANCE ST. LUCIE COUNTY EOCC Prn: Drawing JEL �kF1°r hd: XREF FI AJO Pr ' NI 2019 A6.1013 Copyright m 2019, Donadlo & Aaaoclatw, Archti cco, P.A., All Rights Reserves PRE-ENGINEERED BI WHERE INDICATED B OVERHEAD COILING DOOR HOOD FRAMING AND BLOCKING TO RECEIVE DOOR MECHANISM, DESIGNED TO MEET WIND LOADS INDICATED ON THE STRUCTURAL DRAWINGS AND COILING DOOR LOADS. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR APPROVAL. ALL SUBMITTALS TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. R-19, VINYL -FACED METAL BUILDING INSULATION PRE-ENGINEERED BUILDING WALLPANELS PRE -ENO. BLDG. CLOSURE PRE-ENG. BLDG. HEADER DRIP TRIM 8" X 8" TUBE STEEL FRAME 9VERHEAD COILING DOOR ;SEE MANUF'S DETAILS) 03 EXTERIOK HEAD DETAIL 50ale:Y=1'-0" INTERIOR HEAD DETAIL, 51MILAR CASING BEAD PRE-ENG. BLDG. TRIM SEALANT MIN. 50' CEMENT & SEALANT LIME STUCCO PRE-ENGINEERED PREFIN. BRAKE METAL PRE-ENG. BLDG. WALL PREFIN. BRAKE METAL BUILDING WALL PANELS CLADDING OVER 8" X 8" PANELS ABOVE CLADDING OVER 8" X 8" TUBE STEEL FRAME —_ _ —� — TUBE STEEL FRAME 06A JAMB DETAIL LINE OF PRE-ENGIP GIFTS ABOVE — SEALANT DOOR GUIDES OVERHEAD COILING DOOR Scale: Y=1'-0" 065 JAMB DETAIL — P.E. BLDG. Z-GIRT — LINE OF 6" CMU BELOW — P.E. BLDG. JAMB — SEALANT — DOOR GUIDES — OVER COILING DOOR Scale: 3"=1'-D" PRE-ENGINEEFI BUILDING WALL PRE-ENG. BLDG CLOSURE PRE-ENG, BLDG HEADER DRIP Tf FASTENERS PEf H.M. DOOR, SEE 01 HEAD DETAIL 5/8" DRYWALL ON METAL STUDS AT P.E. BLDG. Z-GIRT F-19, VINYL -FACED METAL BUILDING INSULATION P.E. BLDG, SUB-JA PRE-ENGINEERED BUILDING WALL PAI PRE-ENGINEERED f 04 J CAULKING (TYP. (1) LAYER 5/8" [ DRYWALL EA. 51 5/6", (6" WHERE MTL. STUDS 011 DOUBLE STUDS 3" SOUND ATTE BLANKET WHEFI BY PARTITION T) CAULKING (TYP., SPOT GROUT 0 , ..._.._........, NOTE: USE TYPE'X' GYPSUM DRYWALL WHERE FEQ'D. BY FIRE -RATED PARTITION TYPE AMD DETAIL 07 JAMD DETAIL - HEAD 51M. R-19, VINYL -FACED METAL BUILDING INSULATION C-GIRT BY P.E. SLDG. MANUF. 518" DRYWALL ON 25 GA, 3-5/8" METAL STUDS AT 10" O.C. METAL CORNER BEAD NON-FINISHING'J' TRIM (TYP.) H.M. DOOR FRAME Scale: Y=1'-0" METAL CORNER BEAD NON-FINISHING'J' TRIM (TYP.) H.M. DOOR FRAME H.M. DOOR, SEE SCHEDULE SEALANT 50ale: Y=1'-0" H.M. DOOR FRAME W13 MTL. STUD ANCHORS PER JAMB DOOR, SEE SCHEDULE Scale: 3"=1'-0" PRE-ENGI BUILDING (LINER PA INTERIOR 1 PRE-ENG. CLOSURE PRE-ENG. HEADER G SEALANT FASTENB H.M. DOOR 02 HEAD DETAIL PRE-ENGINEERED BUILDING LINER PA P.E. BLDG. Z-GIRT P.E. BLDG. SUB -JAI F-19, VINYL -FACED METAL BUILDING INSULATION PRE-ENGINEERED BUILDING WALL PAP (LINER PANELS 0 INTERIOR WALLS) PRE-ENGINEERED E _._-..._ ..-.... 05 JAMD DETAIL CAULKING (TYP (2) LAYERS 5/E GYPSUM DFYW 6" MTL. STUDS DOUBLE STUDS 3" SOUND ATTE BLANKETS CAULKING (TYP. SPOT GROUT (T..., 0b JAMD DETAIL - HEAD 51M. R-19, VINYL -FACED METAL BUILDING INSULATION C-GIRT BY P.E. BLDG. MANUF. PRE-ENGINEERED BUILDING LINER PANELS PRE-ENG. BLDG. FINISHED HEAD TRIM OVER C-GIRT CAULKING H.M. DOOR FRAME Scale: Y=1'-0" PRE-ENG. BLDG. FINISHED JAMB TRIM OVER JAMB GIRT CAULKING H.M. DOOR FRAME H.M. DOOR, SEE SCHEDULE SEALANT 50ale: Y=1'-0" H.M. DOOR FRAME W13 MTL. STUD ANCHORS PER JAMB 50ale: Y=1'-0" Project: PROf'05ED MANUFACTURING P UMANG FOR FURSUIT 60AT5 3901 5T. LUCIE BLVD. FORT F'IEKCE, FLORIDA Key Plan Issues: No,: Date: Description: A. 07/12/19 BID 5ET 5. 07/18/19 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 60917th Street Vero Beach, FL 32960 TeL772.794.2929 Fax.772.562.8600 Awww.donadio-areh.com License No. AA0002238 Consultant Drawing Title: D00K DETAILS _ Reywwrm E C®►1�PLO,gN— Sr• Lucie c u E gpCC urn: Drawing File: JEL XREF File: A :A ' JD ...... ,, ®<11 roject No File: FROM SLAB T010'-8" A.F.F. FROM 10'-8" A.F.F. OF 19 A6.11 © 2019. Ponadlo & Assodateo. Architeces, P.A., All Rights Reserved