Loading...
HomeMy WebLinkAboutBUILDING PLAN PAGE 28-42FOR AT 4451 5T. LUCIE BLVD., FORT FIERCE FLOKIDA 34946 CONSTRUCTION MANAGER fi ROCTOR CONSTRUCTION COMFANY 2050 US Highway 1, 5uite 200 Vero Beach, FL 52960 Tel.: 772/234-8164 Fax.: 772/234-8188 CIVIL ENGINEER ENGINEERING DESIGN & CONSTRUCTION, INC, 10250 5W Village Parkway, Suite 201 Port St. Lucie, FL 34987 Tel.: 772/462-2455 Fax.: 772/408-4208 STRUCTURAL ENGINEER WHOLE HOUSE ENGINEERING 4451 St. Lucie Blvd., Suite 201 Fort Pierce, Florida 34946 Tel.: 772/409-1005 MECHANICAL & ELECTRICAL ENGINEER KAMM CONSULTING, INC. 1408 Orange Ave Ft. Pierce, FL 54950 Tel.: 772/595-1744 Fax.: 772/595-1745 JAN UARY 31, 2020 FEKMIT SET DONADIO & Associates, Architects P.A. 60917th Street Vero Beach, FL 32960 Te1.772.794.2929 Fax.772.562.8600 wwwAonadio-arch.com License No. AA0002238 ARCHITECTURAL 5YM 13OL5 COLUMN GRID LINES o, SECTION REFERENCE SHEET WHERE 5ECTION 15 5HOWN SECTION NUMBER INTERIOR ELEVATION o, REFERENCE A1.1 SHEET WHERE ELEVATION 15 SHOWN ELEVATION NUMBER DOOR TYPE AA INDICATOR AA WINDOW TYPE 1A PARTITION TYPE OFFICE & NUMBER 100 ROOM NAME ROOM NUM6ER DETAIL REFERENCE o, SHEET NUMBER WHERE DETAIL 155HOWN DETAIL NUMBER REVISION SYMBOL 011 DATUM POINT 01 KEY NOTE SYMBOL_ INDEX OF DRAWINGS 1/0 Dwg. No Drawing Name ® AO.10 COVER SHEET / INDEX OF DRAWINGS ARCHITECTURAL DRAWINGS 1/0 Dwg. No Drawing Name 0 A1.10 LIFE SAFETY PLANS ® A1.11 CODE REVIEW & UL DESIGNS ® A2.10 FLOOR PLAN 13 A2.11 MEZZANINE PLAN ® A2.20 ROOF PLAN ® A2.30 ENLARGED PLAN & INTERIOR ELEVATIONS ® A2.40 REFLECTED CEILING PLAN 13 A3.10 EXTERIOR ELEVATIONS ® A4.10 BUILDING 5ECTION5 ® A4.20 WALL SECTIONS ® A6.10 SCHEDULES & HARDWARE ® A6.11 DOOR DETAILS 5TRUCTURAL DRAWINGS 1/0 Dwg. No Drawing Name ® 5-1.0 STRUCTURAL NOTES 13 5-2.0 FOUNDATION PLAN ® 5-3.0 FOUNDATION DETAILS ® 5-4.0 FRAMING PLAN ® 5-5.0 FRAMING DETAILS ® 5-6.0 WALL SECTIONS ® 5-7.0 ROOF FRAMING PLAN ® 5-&.0 FRAMING DETAILS INDEX OF DRAWINGS - CONTINUED 1/0 Dwg. No Drawing Name MECHANICAL DRAWING5 /0 NO. No Drawing Name ® M0.1 MECHANICAL NOTES ® M2.1 MECHANICAL PLAN - 15T FLOOR ® M2.2 MECHANICAL PLAN - MEZZANINE ® M6.1 MECHANICAL SCHEDULES ELECTRICAL DRAWINGS 1/0 Dwg. No Drawing Name ® EO.1 ELECTRICAL NOTES ® E2.1 LIGHTING PLAN - 15T FLOOR ® E2.2 LIGHTING PLAN - MEZZANINE ® E3.1 POWER PLAN - 15T FLOOR ® E3.2 POWER PLAN - MEZZANINE ® E5.1 RISER DIAGRAM FLUMBING DRAWINGS 1/0 Dwg. No Drawing Name ® P0.1 PLUMBING NOTES ® P2.1 SANITARY PLANS - 1ST FLOOR & MEZZANINE ® P3.1 DOMESTIC WATER PLANS - 15T FLOOR & MEZZANINE ® P5.1 SANITARY 150METRIC REVIEWED FOR CODE COMPLIANCL. ST. LUCIE COUNT` BOCC 41.11103 i ni is 5/71 Zo As 11?NNVI N h PROJECT NO.: 2019-13.01 MAINTENANCE BUILDING FOR A-1 TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA Project: FROf 05ED � — I �I III 02 MEZZANINE LIFE SAFETY PLAN OVERALL BUILDING AREA 5,140 G.5.F. MEZZANINE AREA e89 G.5.F. Scale: 1/8"=1'-O" 101 ---__ II ________________ __ ____________ _______—_— _�___-� II it �_--------J_L_ --------J FEF_ — — — — — — ------------------ j-------- /FE III \ Tr _T / II vvv II II �I ���/ v ,'�/.- `�`�/I , ;A\ REPAIRS III WAfil r-- r-- 71 ICE 1 PEF._____ lul AREA 03 Alt EWC' III y�✓E R00 :2 � I I VEND. / 104 LL 11--- OFFICE / \ 01 ¢I I iVEND. III L --- �105, MEN OFFICE II L; x d UP 20R \ I I I LIFE SAFETY LEGEND 7 ^ - EMERGENCY BATTERY PACK AND EXIT LIGHT COMBO Q - FIRE EXfINGU15HEP - BRACKET MOUNTED (TYPE 2-A-1013Q (MIN. 6.5 Kg / 15I1,. AGENT CAPACITY, SPACED 50' APART, MAXIMUM) — — — -) - LIFE SAFETY TRAVEL DISTANCES CONSTRUCTION LEGEND 8" WIDE CMU.- FILL CORE5 W/ CORE -FILL 500 FOAM FURRED FI . INSULATION. FURRED FIN15H WHERE INDICATED - 5/6" DRYWALL ON 25 GA,1-1/2" METAL FURRING CHANNELS AT 16" O.C., FROM 5LAB TO DRYWALL CEILING. - 5EE STRUCT. DWG5. FOR MA50NPY WALL REINFORCING & TIE REQUIREMENT5. 2-HOUR FIRE -RATED 8" WIDE CMU - FILL CORE5 W/ FURRED FIN. COPE -FILL 500 FOAM INSULATION. (USE CMU WITH A D-2 CLAS51FICATION AND CONSTRUCT PER UL DESIGN U905 OR U906). FURRED FIN15H WHERE INDICATED - 5/8" DRYWALL ON 25 GA,1-1/2" METAL FURRING CHANNELS AT16" D.C., FROM 5LAB TO DRYWALL CEILING. - 5EE 5TRUCT. DWG5. FOR MA50NPY WALL REINFORCING & TIE REQUIREMENT5. 01 GKOUND 1100F, LIFE SAFETY PLAN OVERALL BUILDING AREA 5,140 G.S.F. OFFICE AREA - 889 G.S.F. NON -RATED 4" WOOD 5TUD WALL - 5/5" DRYWALL EACH 51DE ON 2X4 WOOD 5TUD5 AT 16" D.C., WITH 3" 5OUND ATTENUATION 51-ANKET5, ALL FROM 5LAB TO UNDERSIDE OF RATED DRYWALL CEILING. - DO NOT INTERRUPT 2-HOUR FIRE -RATED FLOOR -CEILING 5Y5TEM A60VE. Scale: 1/8"=1'-0" MAINTENANCE BUILDING FOR A-1 ROOF TRU55E5 4451 ST. LUCIE PLVD. FORT I'IEKCE, FLORIDA 54946 Key Plan Issues: No.: Date: Description: A. 01/31/20 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beech, FL 32960 Te1.772.794.2929 Fax.772.562.8600 w .donadio-amhcom License No. AA0002238 Consultant: REVIEWED FOR CODE COMPLIANCE ST- LUCIE COUNTY BOCC Drawing Title: LIFE 5AFETY PLAN5 Job North m Drn: Drawing File: XREF File: C HKC g.� U Project No.: Plot File: 2019-13.01 Sheet No,: 2020 A1.10 Copyright ® 2020. Donadlo & Associates, Archlteot% P.A.. All Rights Reserved Project: I ROF05ED Design No. U905 Bearing Wall Rating - 2 HR. Nonbearrng Wall Rating - 2 HR Load Restricted for Canadian Applications - See Guide BXUV7 rS;e.&AW. Horizontal Section z 1. Concrete Blocks* - Various designs. Classifcatian D-2 (2 In-). See Concrete Blocks category for list of eligible manufacturers. 2. Alai- Blocks laid in fidl 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 ) 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 dassifi. cation if used. where combustible members are framed in wall, plaster or stttcco must be apptied on the face opposite framing to achieve a max. Classification off i-1/2 hr. Attached to concrete blocks (Item 1), 4. Loose Masonry pill- If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary IGIn Process), water. repellant vermiculite masonry fill insulation, or silicone treated pedire loose fill insulation add 2 bi to classification. 5. Foamed Plastic* - (Optional -Not Shown) -= 1-1'/2 in: thick max, 4 It wide sheathing attached to concrete blocks (Item 1), THE DOW -CHEMICAL CO -Type Thermax *Bearing the UL Classification Mark Design No. U906 Bearing Wall Rating -- 2 HR. Nonbearing Wall Rating - 2 HA. Load Restricted for Canadian Applications - See Guide BXVV7 A. Min, I 2 Horizontal section 1. Concrete Blocks* -_ Nominal 6 by 8 by 16 in, hollow or solid. Classification D-2 (2 hr), ANCHOR CONCRETE PRODUCTS INC GAGNE & SON CONCRETE BLOCK INC Allowable compressive stress of 57% of max allowable compressive stress in accordance with the empirical design. method. OLDCASTLE APG NE DBA ARTHUR WHITCOMB WESTBROOK CONCRETE BLOCK CO INC Allowable compressive stress of 75.6% of max allowable compressive stress in accordance with the empirical design method. 2. Mortar- Blocks laid in full bed of mortar, room. 3/8 in. thick, of not less than 2-1/4 and not more than 3-2/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 ' percent hydrated time (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - Add 112 hr to Classifi- cation if used. Attached to concrete blocks (Item 1). 4. foamed Plastic*-- (Optional•Not Shown) -1-1/2 in, thick max, 4 it wide sheathing attached to concrete blocks (Item 1). THE DOW CHEMICAL CO -Type Thermax *Bearing the UL Classification Mark UL DESIGN NO. U905 / U906 U5E FOR 2 HR. CMU WALL5 GA FILE NO. PC 5751 GENERIC WOOD FLOOR, WOOD TRUSSES, GYPSUM WALLBOARD, RIGID FURRING CHANNELS Base layer 5/8" type X gypsum wallboard applied at right angles to 18" deep parallel chord wood trusses 24" o.c. with 1-1/4" Type W drywall screws 12" o,o, Second layer 5/8" type X gypsum wallboard applied at right angles to trusses with 2" Type W drywall screws 12" o.c. Second layer joints offset 24" from base layer joints. Third layer 5/8" type X gypsum wallboard applied at right angles to trusses with 2-1/2" Type W drywall screws 12" ox, Third layer joints offset 12" from second layer joints. Hat -shaped 7/8" rigid furring channels 24" o.c. applied at right angles to trusses over third layer with two 2-1/2" long Type W drywall screws at each truss. Face layer 5/8" type X gypsum wallboard applied at right angles to furring channels with 1-1/8" Type S drywall screws 12" ox, Wood trusses supporting 3/4" T & G edge plywood floor applied at right angles to trusses with 8d nails 6" o.c. at joints and 12" at intermediate trusses. Ceiling provides two-hour fire -resistance protection for wood framing. CODE REVIEW FOR A-1 ROOF TRUSSES MAINTENANCE BUILDING LOCATED AT 4451 ST. LUCIE BLVD. FT. PIERCE, FLORIDA ARCHITECT'S PROJECT #2019-13/2.0 DATE: MARCH 3, 2020� SCOPE OF WORK The Maintenance Building is a Single Story structure of 5,140 sq. ft. with a small 889 sq. ft. Mezzanine level. The First Floor consist of a Vehicle repair area, Break Room, Two (2) Offices and Men's and Women's Toilet Rooms, The Mezzanine level is for Storage and accessed by a straight flight of stairs. The purpose for the Building is to service/repair transport trucks that distribute Pre-engineered Wood Roof Trusses. The construction consists of Stucco finished CMU Walls, Concrete Slab -on -Grade, Pre -Engineered Wood Roof Trusses, CDX Plywood Sheathing, Peel and Stick Membrane and Galvanize Standing Seam Metal Roof Panels. The Office area will be air conditioned. Lighting/Power and Plumbing as required. CODES REFERENCES Florida Building Code 2017 - Building Florida Building Code 2017 - Accessibility Florida Building Code 2017 - Plumbing Florida Fire Prevention Code 6th Edition CODE REVIEW 1) USE AND OCCUPANCY CLASSIFICATION FBC CH.3; FBC 311.2 - MODERATE HAZARD STORAGE "S-1'; LSC CH. 42; STORAGE OCCUPANCIES. 2) SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY FBC CHA N/A 3) GENERAL BUILDING HEIGHTS AND AREAS FBC CH.5; CONSTRUCTION TYPE: TYPE V-B, NON-SPRINKLERED 1) Building Height and Number of Stories FBC CH. 504, FBC TABLE 504.3 Allowable Building height above grade plane Actual Building height above grade plane (to mid -point of Roof) 11) Allowable Number of Stories above Grade Plane FBC TABLE 504.4 Allowable number of stories above grade plane Number of Stories proposed V) Allowable Area Factor FBC TABLE 506.2� Maximum allowable area permitted 99,000 sq. f Area of proposed Building (including Mezzanine) V) Mixed Use and Occupancy FBC 508; FBC TABLE 508.4; LSC TABLE 6.1.14.4.1 (b) FBC 2017-Building does not require separation between th4 Storage Occupancy and the Business Occupancy. However, the req separation per LSC is two (2) Hours. Per the FBC 303.1.1 and 303.1.2 the Breakroom (339 sq. ft. + 15) Is large enough to allow 23 Occupants < 50; therefore considered Group "B" Occupancy. 4) TYPES OF CONSTRUCTi FBC CH.6; FBC 602.5 LS 42.1.6 TYPE V-B; Non-Sprinklered 5) FIRE AND SMOKE PROTECTION FEATURES FBC CH.7 1) Exterior Walls FBC 705; 705.2.2 There are no projections from the exterior Walls. II) Allowable Area of Openings FBC 705.8.1; FBC TABLE 705.8 Un-protected, Non-Sprinklered. North, South, East and West > 30' = No Limit III) Fire Partitions (Occupancy Separation) FBC 7 6.1.14.4.1 (b) � Ie Storage S-1 Occupancy ill be separated from the Business Occup ype D-2 CMU providing a 2 Hr. Fire Separation. The Ceilings in the Offices, Break Room and Toilet Rooms will also be 2 Hr. Fire Resistant rated. IV) Horizontal Assemblies FBC 711.2; FBC 711.2.4 See iii) above concerning horizontal Ceiling separation provisions. 6) INTERIOR FINISHES FBC CH.8; FBC TABLE 803.11; LSC 38.3.3.2,(42.3.3.2 40 All Interior Wall and Ceiling finishes to conform with the Tables below: 26' III) Mezzanines and Equipment Platforms FBC 505; FBC 505.2.1 Aggregate area of Mezzanine not to exceed 1/3rd of the Floor area in which it is located. Floor area = 5,140 sq. ft. x 33% = 1,696 sq. 1 Area of Mezzanine == 889 sq. ft. < 1,696 sq. ft. - OK Clear height below Mezzanine = 10'-8" > 7'-0" - OK 2 HOUR FIRE Approx. Ceiling Weight: 12 psf Fire Test: UL R4024, OONK26545, 4-27-01, UL Design L556; ULC Design M514 GA FILE NO. FC 5751 U5E FOR 2 HR. MEZZANINE FLOOR - CEILING 5Y5TEM Storage Group S-1; n-Sprinklered Interior Exit Stal a Ramps and Exist Passageways r or n Enclosure for Exit Access Stairways/Ramps Rooms and Enclosed Spaces C Business Occupancy Group B; Non-Sprinklered Interior Exit Stairways Ramps and Exist Passageways Corridors and Enclosure for Exit Access Stairways/Ramps Rooms and Enclosed Spaces C I Class C - Flame Spread Index- 76-200; Smoke Developed Index -0-430 1) Interior Floor Finish FBC 804; FBC 804.4.2; LSC 10.2; 38.3.3.3. • 42.3.3 Provide Floor finishes throughout that have a ml ritical Flux of Class II. 7) FIRE PRO �S�ENI 1 FBC CH. • FBC 903.2.9; LSC 42.3.5 An Automat) n r s n required. 1) Portable Fire Extinguishers FBC 906; FBC TABLE 906.3(1); LSC 9.9; 38.3.5 See Life Safety Plan for Locations. Maximum distance of Travel to an extinguisher = 75' II) Fire Alarm and Detecti tems FBC 907; FBC 907.2.2(YSC 9.6; 38.3.4.1 42.3.5 Not required. 1 8) MEANS OF EGRESS -�2 FBC CH.1010; LSC 38.2(42.2 1) General Means of Egress FBC 1003; FBC 1 Ceiling height Gr p S-1 = 20'4' > T-6" - o.k. Ceiling height Group = 10'-8" > T-6" - o.k. II) Occupant Load FBC 1004; FBC TABLE 1004.1.2; LSC TABLE 7.3.1.2 889 sq. ft. + 1 Storage S-1; 5,140 sq. ft ++ 200 Total Z�= clOccupants l= 27 cru ants = 36 ccu ants II) Means of Egress Sizing FBC 1005; FBC 1005.3.1; FBC 1005.3.2; LSC 38.2. 42.2.3 a) Stairs Mezzanine; 889 sq. ft. + 300 = 3 Occupants Stairway capacity; 3 x 0.3" = 0.9" Stairway capacity provided = 50.5" b) Doors i) Occupant load Offices; 9 x 0.2" = 1.8" Minimum width Drovided = 36" 1 ii) Occupant loa Storage S-1 = 27 x 0.2" = 5.4" Minimum width provide ; 3 x 3 = 08" III) Number of Exits and Exit Acces o a FBC 1006; FBC TABLE 1006.2.1; LSC 42.2.4 Minimum Means of Egress require = 2 Number of Means of Egress provided = 3 IV) Exit and Exit Access Doorway Co n FBC 1007; FBC 1007.1.1; LSC 7.5, 42.2.5 Maximum Building Diagonal = 99' Door separation = 75' 50% x 99'= 50'< 75'- OK (See Life Safety Plans) IV) Means of E ress III FBC 1008; LSC 7.877i) .8,2.8; 42.2.9 1 a) Illumination Required FBC 1008.2 The Means of Egress serving a room or space shall be illuminated at all times. b) Illumination Level Under NorMPQwer FBC 1008.2.1; NFPA 101, 7.8; 42.2"8 Means of Egress Illumination shal no a less than 1 Footcandle (11 LUX) at the walking surface. c) Emergency Power for Illu ' FBC 1008.3; NFPA 101, 7 42.2.9 The power supply for Means of gress illumination to be provided by the premises power supply. d) Illumination Level Under Emergency Power FBC 1008.3.5 Emergency lighting facilities to be arranged to provide Initial illumination not less than an average of 1 Footcandle (11 LUX) along the path of Egress. XIV) Accessible Means of Egress FBC 1009; FBC 2017-Accessibility a) Accessible Routes FBC 206 The Site Plan provides for an accessible route from the accessible Parking spots to the Facility entrance. b) Accessible Means of Egress FBC 207 All Means of Egress are accessible. c) Parking Spaces FBC 208 Accessible parking spaces are provided on site. d) Drinking Fountains FBC 211; 602.1; 602.6; FBC Plumbing 2017; 410.4-Substitution A "Hi-Lo" combination Drinking fountain is provided. e) Toilet Facilities and Bathing Facilities FBC 213; 603 Men's and Women's facilities are located on an accessible route and meet the clear floor space requirements for fixtures and door clearances. Accessible Showers are provided. VI) Doors Gates and Turnstile 1 FBC 1010; NFPA 101; 7.2.1, 42.2.2.2 a) Size of Doors. Door Swing. Direction of Swing FBC 1010.1.1; 1 2' 1010.1.2.1 All Exit Doors are 36" wide x 96" high, side hinged swinging type and open in the direction of Egress. b) Doors Opening Force FBC 1010.1.3 i) Pushing or pulling - 5 pounds (22N) ii) Door latch release - 15 pounds (67N) iii) Door set in motion - 30 pounds (133N) c) Thresholds FBC 1010.1.7 Maximum threshold height above finished Floor ='/2". 1) Stairways FBC 1011; LSC 7.2. ; 42.2.2 3 a) Width and Capacity FBC 1011.2 Minimum width required = 44" Stair width provided = 50.5" b) Head Room FBC 1011.3 Minimum headroom required = 80" Minimum headroom provided = 112" c) Riser Height and Tread Depth FBC 1011.5.2 Riser height provided = 7" Tread depth provided = 11" Vill) Handrails/Graspability/Continuity/Extensions FBC 1014; FBC 1014.3; 1014.4; 1014.6; LSC7.2. a) Handrail height not less than 34" and not more than 8" above nosing's. b) Circular cross section not less than 1 '/4" an no greater than 2". c) The handrail gripping surfaces are continuous. d) Handrail extensions will extend horizontally 12" beyond the bottom riser and will be continuous with the guard rail around the Mezzanine level. IX) Guards FBC 1015; FBC 1015.3; 1015.4 The guardrail around the Mezzanine level will be 42" high above the walking surfaces. X) Exit Access Travel Distance FBC 1017; FBC TABLE 1017.2; LSC TAB E 42.2.6 Maximum travel distance to Exit permitted = 200' Actual maximum travel distance to an Exit = 113' (Sae Life Safety Plan) XI) Exit Discharge FBC 1028 All Exits discharge directly to the exterior of the Building. 9) PLUMBING FIXTURES FBC 2017 - PLUMBING- FBC CH.4• FBC TABLE 403.1 Primary Occupancy Storage S-1 Occupant Load =36; 18 Female; 18 Male We r os s: a e Lavatories: Male/Female; 1per 100 Drinking Fountains: Male/Female; 1per 400 Service Sinks: 1 GROUP S-1; ON-SPRINKLERED WATER CLOSETS LAVATORIES DRINKING FOUNTAINS SERVICE SINKS Required Provided Required Provided Required Provided Required Provided Male 1 1 1 1 1 1 1 2 Female 1 1 1 1 MAINTENANCE DUILDING FOR A-1 ROOF TRU55E5 4451 ST. LUCIE BLVD. FORT PIERCE, FLORIDA 34946 Key Plan 155Ue5: No.: Date: Description: A. 01/51/20 PERMIT SET B. 03/02/20 BLDG. DEPT. RE5PON5E5 1 Architect: Consultant DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tel.772.794.2929 Fax.772.562.8600 www.donadio-arch.com License No, AA0002238 I1-20 Ltt? 'Fl1-�Ii ent St .Icf� 1 Otlf'i )/r FL REVIEWED FOR CODE COMPLIANCE Drawing Title: " - -' "QQ" 1 COPE REVIEW & UL"E InN5 Job North IM ,) -'I P �'1 r, Drn: Drawing File: �,. JEL s XFEF File: KC reject No.: Plot File: Rp ? ws 2010-13.01 Sheet Nct s 2020, A1.11 Oopyrlght © 2020, Pnudio &Aswclatm Architects, P.A., All Rights Reserved Project: 1 ROF05ED Design No. U905 Bearing Wall Rating - 2 HR. Nonbearing Wall Rating - 2 HR Load Restricted for Canadian Applications - See Guide BXUV7 - '-34'-- r(i " $19'M1N J VVVV)4 Tti a Yi Y Haizonlal Section O �'l 1. Concrete Blocks" - Various designs. Classification D-2 (2 hr), See Concrete Blocks Category for list o€ 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 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement. Stucco or Gypsum Plaster- Add 1/2 hr to ctassifl. cation if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1 /2 hr. Attached to concrete blocks (Item I). 4. Loose Masonry Fill- If all core spaces are filled with loose dry expanded Slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated. perlitQ Ioose fill insulation add 2 hr to classification 5. Foamed Plastic"- (Optional -Not Shown) -- 1-1/2 u.. tldck 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 Bearing Wall Rating-2 HR. Nonbearing Wall Rating - 2 HR, Load Restricted for Canadian Applications - See Guide BXUV7 a TJ a- `�-u coY a a SMin.. Q Horizootol Section 1. Concrete Blocks" - Nominal 6 by 8 by 16 in, hollow or solid. Classification D-2 (2 hr), ANCHOR CONCRETE PRODUCTS INC GAGNE & SON CONCRETE BLOCK INC Allowable compressive stress of 57% of max allowable compressive stress in accordance with the empirical design method. OLDCASTLE APG NE DBA ARTHUR WHITCOMB WEST13ROOK CONCRETE BLOCK CO INC Allowable compressive stress of 75.6% of max allowable compressive stress in accordance with the empirical design method. 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 I 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 Classifi- 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 Tbermax "Bearing the UL Classification Mark UL DE51GN NO. U905 / U906 U5E FOR 2 HR. CMU WALL5 GA FILE NO. FC 5751 CODE REVIEW FOR A-1 ROOF TRUSSES MAINTENANCE BUILDING LOCATED AT 4451 ST. LUCIE BLVD. FT. PIERCE, FLORIDA ARCHITECT'S PROJECT #2019-13/2.0 DATE: DECEMBER 4, 2019 SCOPE OF WORK The Maintenance Building is a Single Story structure of 5,140 sq. ft. with a small 889 sq. ft. Mezzanine level. The First Floor consist of a Vehicle repair area, Break Room, Two (2) Offices and Men's and Women's Toilet Rooms. The Mezzanine level is for Storage and accessed by a straight flight of stairs. The purpose for the Building is to service/repair transport trucks that distribute Pre-engineered Wood Roof Trusses. The construction consists of Stucco finished CMU Walls, Concrete Slab -on -Grade, Pre -Engineered Wood Roof Trusses, CDX Plywood Sheathing, Peel and Stick Membrane and Galvanize Standing Seam Metal Roof Panels. The Office area will be air conditioned. Lighting/Power and Plumbing as required. CODES REFERENCES Florida Building Code 2017 - Building Florida Building Code 2017 - Accessibility Florida Building Code 2017 - Plumbing Florida Fire Prevention Code 6th Edition CODE REVIEW 1) USE AND OCCUPANCY CLASSIFICATION FBC CH.3; FBC 306-FACTORY GROUP "F-1"; LSC 3.3.190.8 40.1.4.1; INDUSTRIAL OCCUPANCIES. 2) SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY FBC CHA N/A 3) GENERAL BUILDING HEIGHTS AND AREAS FBC CH.5; CONSTRUCTION TYPE: TYPE V-B, NON-SPRINKLERED 1) Building Height and Number of Stories FBC CH. 504, FBC TABLE 504.3 Allowable Building height above grade plane Actual Building height above grade plane (to mid -point of Roof) 11) Allowable Number of Stories above Grade Plane FBC TABLE 504.4 Allowable number of stories above grade plane Number of Stories proposed WOOD FLOOR, WOOD TRUSSES, GYPSUM WALLBOARD, RIGID FURRING CHANNELS Base layer 5/8" type X gypsum wallboard applied at right angles to 18" deep parallel chord wood trusses 24" o.c. with 1-1/4" Type W drywall screws 12" o.c. Second layer 518" type X gypsum wallboard applied at right angles to trusses with 2" Type W drywall screws 12" o.c. Second layer joints offset 24" from base layer joints. Third layer 5/8" type X gypsum wallboard applied at right angles to trusses with 2-112" Type W drywall screws 12" o.c. Third layer joints offset 12" from second layer joints. Hat -shaped 7/8" rigid furring channels 24" 1 applied at right angles to trusses over third layer with two 2-1/2" long Type W drywall screws at each truss. Face layer 5/8" type X gypsum wallboard applied at right angles to furring channels with 1-118" Type S drywall screws 12" o.c. Wood trusses supporting 314" T & G edge plywood floor applied at right angles to trusses with 8d nails 6" o.c. at joints and 12" at intermediate trusses. Ceiling provides two-hour fire -resistance protection for wood framing. V) Allowable Area Factor FBC TABLE 506.2 Maximum allowable area permitted = 8,500 sq, ft. Area of proposed Building (including Mezzanine) = 6,029 V) Mixed Use and Occupancy FBC 508; FBC TABLE 508.4; LSC TABLE 6.1.14.4.1 (b) FBC 2017-Building does not require separation between the Factory Occupancy and the Business Occupancy. However, the required separation per LSC is two (2) Hours. Per the FBC 303.1.1 and 303.1.2 the Breakroom (339 sq. ft. _ 15) Is large enough to allow 23 Occupants < 50; therefore considered Group "B" Occupancy. 4) TYPES OF CONSTRUCTION FBC CH.6; FBC 602.5 LSC 40.1.6 TYPE V-B; Non-Sprinklered II) Means of Egress Sizing FBC 1005; FBC 1005.3.1; FBC 1005.3.2; LSC 38.2.3; 40.2.3 a) Stairs Mezzanine; 889 sq. ft. = 300 = 3 Occupants Stairway capacity; 3 x 0.3" = 0.9" Stairway capacity provided = 51 b) Doors i) Occupant load Offices; 9 x 0.2" = 1.8" Minimum width provided = 36" ii) Occupant load Factory/Industrial = 52 x 0.2" = 10.4" Minimum width provided; 3 x 36" =108" III) Number of Exits and Exit Access Doorways FBC 1006; FBC TABLE 1006.2.1; LSC 40.2.4 Minimum Means of Egress required = 2 Number of Means of Egress provided = 3 IV) Exit and Exit Access Doorway Configuration 5) FIRE AND SMOKE PROTECTION FEATURES FBC 1007; FBC 1007.1.1; LSC 7.5; 40.2.5.1 FBC CH.7 Maximum Building Diagonal = 99' Door separation = 75' 1) Exterior Walls 50% x 99' = 50' < 75'- OK FBC 705; 705.2.2 (See Life Safety Plans) There are no projections from the exterior Walls. 11) Allowable Area of Openings FBC 705.8.1; FBC TABLE 705.8 Un-protected, Non-Sprinklered. IV) Means of Egress Illuminations North, South, East and West > 30' = No Limit FBC 1008; LSC 7.8; 40.2.8; 40.2.9 III) Fire Partitions (Occupancy Separation) FBC 708; FBC 708.4; LSC 6.1.14.4.1 (b) The Factory/Industrial Occupancy will be separated from the Business Occupancy "Group B" with Type D-2 CMU providing a 2 Hr. Fire Separation. The Ceilings in the Offices, Break Room and Toilet Rooms will also be 2 Hr. Fire Resistant rated. IV) Horizontal Assemblies FBC 711.2; FBC 711.2.4 See iii) above concerning horizontal Ceiling separation provisions. 6) INTERIOR FINISHES FBC CH.8; FBC TABLE 803.11; LSC 38.3.3.2; 40.3.3.2 40' All Interior Wall and Ceiling finishes to conform with the Tables below: 26' 1 1 III) Mezzanines and Equipment Platforms FBC 505; FBC 505.2.1 Aggregate area of Mezzanine not to exceed 1/3rd of the Floor area in which it is located. Floor area = 5,140 sq. ft. x 33% = 1,696 sq. 1 Area of Mezzanine = 889 sq. ft. < 1,696 sq. ft. - OK Clear height below Mezzanine = 10'-8" > T-0" - OK 2 HOUR FIRE Approx. Ceiling Weight: 12 psf Fire Test: UL R4024, OONK26545, 4-27-01, UL Design L556; ULC Design M514 GA FILE NO. FC 5751 U5E FOR 2 HR. MEZZANINE FLOOR - CEILING 5Y5TEM Factory/Industrial Group F-1; Non-Sprinklered Interior Exit Stairways Ramps and Exist Passageways Corridors and Enclosure for Exit Access Stairways/Ramps Rooms and Enclosed Spaces C Business Occupancy Group B; Non-Sprinklered Interior Exit Stairways Ramps and Exist Passageways Corridors and Enclosure for Exit Access Stairways/Ramps Rooms and Enclosed Spaces C Class C - Flame Spread Index - 76-200; Smoke Developed Index - 0-430 1) Interior Floor Finish FBC 804; FBC 804.4.2; LSC 10.2; 38.3.3.3.2; 40.3.3.3.2 Provide Floor finishes throughout that have a minimum Critical Flux of Class II. 7) FIRE PROTECTION SYSTEMS FBC CH.9; FBC 903.2.4; LSC 40.3.5 An Automatic Sprinkler System is not required. 1) Portable Fire Extinguishers FBC 906; FBC TABLE 906.3(1); LSC 9.9; 38.3.5 See Life Safety Plan for Locations. Maximum distance of Travel to an extinguisher = 75' II) Fire Alarm and Detection Systems FBC 907; FBC 907.2.2; 907.2.4; LSC 9.6; 38.3.4.1; 40.3.4.1 Not required. 8) MEANS OF EGRESS FBC CH.10; LSC 38.2; 40.2 1) General Means of Egress FBC 1003; FBC 1003.2 Ceiling height Group F-1 = 20'-0" > T-6" - o.k. Ceiling height Group B = 10'-8" > T-6" - o.k. II) Occupant Load FBC 1004; FBC TABLE 1004.1.2; LSC TABLE 7.3.1.2 Office area; 889 sq. ft. - 100 Factory/Industrial; 5,140 sq. ft. = 100 Total = 9 Occupants = 52 Occupants = 61 Occupants a) Illumination Required FBC 1008.2 The Means of Egress serving a room or space shall be illuminated at all times. b) Illumination Level Under Normal Power FBC 1008.2.1; NFPA 101, 7.8; 40.2.8 Means of Egress Illumination shall not be less than 1 Footcandle (11 LUX) at the walking surface. c) Emergency Power for Illumination FBC 1008.3; NFPA 101, 7; 40.2.9 The power supply for Means of Egress illumination to be provided by the premises power supply. d) Illumination Level Under Emergency Power FBC 1008.3.5 Emergency lighting facilities to be arranged to provide Initial illumination not less than an average of 1 Footcandle (11 LUX) along the path of Egress. XIV) Accessible Means of Egress FBC 1009; FBC 2017-Accessibility a) Accessible Routes FBC 206 The Site Plan provides for an accessible route from the accessible Parking spots to the Facility entrance. b) Accessible Means of Egress FBC 207 All Means of Egress are accessible. c) Parking Spaces_ FBC 208 Accessible parking spaces are provided on site. d) Drinking Fountains FBC 211; 602.1; 602.6; FBC Plumbing 2017; 410.4-Substitution A "Hi-Lo" combination Drinking fountain is provided. e) Toilet Facilities and Bathing Facilities FBC 213; 603 Men's and Women's facilities are located on an accessible route and meet the clear floor space requirements for fixtures and door clearances. Accessible Showers are provided. VI) Doors, Gates and Turnstiles FBC 1010; NFPA 101; 7.2.1; 40.2.2.2 a) Size of Doors, Door Swing, Direction of Swing FBC 1010.1.1; 1010.1.2; 1010.1.2.1 All Exit Doors are 36" wide x 96" high, side hinged swinging type and open in the direction of Egress. b) Doors Opening Force FBC 1010.1.3 i) Pushing or pulling- 5 pounds (22N) ii) Door latch release - 15 pounds (67N) iii) Door set in motion - 30 pounds (133N) c) Thresholds FBC 1010.1.7 Maximum threshold height above finished Floor = Y". 1) Stairways FBC 1011; LSC 7.2.2; 40.2.2.3 a) Width and Capacity FBC 1011.2 Minimum width required = 44" Stair width provided = 50.5" b) Head Room FBC 1011.3 Minimum headroom required = 80" Minimum headroom provided = 112" c) Riser Height and Tread Depth FBC 1011.5.2 Riser height provided = 7" Tread depth provided = 11" Vill) Handrails/Graspability/Continuity/Extensions FBC 1014; FBC 1014.3; 1014.4; 1014.6; LSC7.2.2; 40.2.3 a) Handrail height not less than 34" and not more than 38" above nosing's. b) Circular cross section not less than 1 'W an no greater than 2". c) The handrail gripping surfaces are continuous. d) Handrail extensions will extend horizontally 12" beyond the bottom riser and will be continuous with the guard rail around the Mezzanine level. IX) Guards FBC 1015; FBC 1015.3; 1015.4 The guardrail around the Mezzanine level will be 42" high above the walking surfaces. X) Exit Access Travel Distance FBC 1017; FBC TABLE 1017.2; LSC TABLE 40.2.6.1 Maximum travel distance to Exit permitted = 200' Actual maximum travel distance to an Exit = 113' (See Life Safety Plan) XI) Exit Discharge FBC 1028 All Exits discharge directly to the exterior of the Building. 9) PLUMBING FIXTURES FBC 2017 - PLUMBING; FBC CHA; FBC TABLE 403.1 Primary Occupancy Factory/Industrial F-1 Occupant Load =61; 31Female , 31 Male Water Closets: Male/Female, 1 per 100 Lavatories: Male/Female; 1per 100 Drinking Fountains: Male/Female; 1 per 400 Service Sinks: 1 GROUP F-1; NON-SPRINKLERED WATER CLOSETS LAVATORIES DRINKING FOUNTAINS Required Provided SERVICE SINKS Required Provided Required Provided Required Provided Male 1 1 1 1 1 1 1 2 Female 1 1 1 1 MAINTENANCE BUILDING FOR A-1 KOOF TKU55E5 4451 5T. LUCIE 5LVD. FOKT PIEKCE, FLORIDA 34946 Key Plan leeuee: No.: Date: Description: A. 01/31/20 PERMIT 5ET Architect: Consultant: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tc1.772.7942929 Faz.772.562.8600 www.donadio-mch.com License No. AA0002238 REVIEWED FOR CODE C0MV 7 IPlNCL ST. LUCIE COUNTY BOCC Drawing Title: GODE REVIEW & UL DE51GN5 Job North r'1:.,'„'',;•a'q!g�, Drn: _ Drawing File: N JEL 1, Ci. �t'• � NN G d: XREF File: V ,,• i Y,51 ' a /0 HKG 7 • Project No.: Plot File: 466 :1 2019-15.01 Sheet No.: r y 2020 Date 51gne Al .11 6opyright © 2020, Donadio & Associates, Architects, P A., All Rlghts Reserved a Project: 1 ROF05ED a I 100D I I 76-a° 100E=---100F III o b L — — — — — — — — — L L — — — — _ — J L — — — — _ — — 1006 100C fn :r T_p F II ------— — — — — — — — — — — I I II II III 3 ---- ---�-Ti - -- ---�- REPAIRS ao H 474" fr all 174' 121-6. 8„ 26-0" 9,-4" all I I J,— rl ' --�----- }---- I ----------- 05 02 =-- --, - CEIREF.I ---- --� -io-3-- WASH -rAREA 104 .. IIIIam 102VEND. h ----.-- --,•�--�-- �Ta � OFFICE01 2" oiVEN. 12'-42"L( 01 �- 0-68 —�--�--�-�-�I -U e OF I -O-" -rIIIII F. 101 aU L 1J-I-.L 11-I Q 01 FLOOR FLA OVERALL BUILDING AREA OFFICE AREA 5,140 G.S.F. 689 G.S.F. 5cale:10'=V-0" 0 KEYED NOTES 01 ROOF LEADER, TYPICAL. 02 LINE OF ROOF OVERHANG AND GUTTER ABOVE, TYPICAL, 03 SUSPENDED 16FAN ABOVE, TYPICAL. 04 UTILITY TRENCH WITH LOAD RATED GALVANIZED STEEL CHECKERED PLATE COVER IN REMOVABLE SECTIONS, 05 LINE OF TRAY CEILING ABOVE. CONSTRUCTION LEGEND b" WIDE CMU - FILL CORES W/ CORE -FILL 500 FOAM FURRED FIR. INSULATION. FURRED FINISH WHERE INDICATED - 5/8" DRYWALL ON 25 GA,1-1/2" METAL FURRING CHANNELS AT 16" O.C., FROM SLAB TO DRYWALL CEILING. - SEE 5TRUCT. DWG5. FOR MASONRY WALL REINFORCING & TIE REQUIREMENTS. r 2-HOUR FIRE -RATED 8" WIDE CMU - FILL CORES W/ FURRED FI . CORE -FILL 500 FOAM INSULATION. (USE CMU WITH A D-2 CLAC251FICATION AND CONSTRUCT PER UL DE51GN U9O5 OR U9O6). FURRED FINISH WHERE INDICATED - 5/6" DRYWALL ON 25 GA,1-1/2" METAL FURRING CHANNELS AT 16" O.C, FROM 5LAI3 TO DRYWALL CEILING. - SEE 5TRUCT. DWG5, FOR MA5ONRY WALL REINFORCING & TIE REQUIREMENTS. NON -RATED 4" WOOD STUD WALL - 50' DRYWALL EACH SIDE ON 2X4 WOOD 5TUD5 AT16" O.C., WITH 3" SOUND ATTENUATION BLANKETS, ALL FROM 5LA5 TO UNDERSIDE OF RATED DRYWALL CEILING. - DO NOT INTERRUPT 2-HOUR FIRE -RATED FLOOR -CEILING `SYSTEM ABOVE. MAINTENANCE 13UILDING FOP, A-1 KOOF TKU55E5 4451 5T. LUCIE BLVD. FOKT FIEKCE, FLOKIPA 54946 Key Plan loaue5: No.: Date: Description: A. 08/01/19 CLIENT REVIEW B. 08/21/19 CLIENT REVIEW C. 01/31/20 PERMIT SET Architect: DONADIO & Associates, Architects P.A. 609 17th Street r Vero Beach, FL 32960 Tel.772.794.2929 Fax 772.562.8600 www.d.mdic-arch.cum License No. AA0002238 Consultant: Drawing Title: FLOOR PLAN Job North REVIEWED FOR CODE Cr,WLIANCE ST. LUCIE COUNTY BOCC D , JEL REF Filc: d. eo Kc ro'act No.: Plot File: As"J'0 4 2019-13.01 Sheet No.: Project: FRO 05ED pi t:-41,; 18'-0" 1:4111. 18'-0" 1:41. 180-0" 1:-4. 18'-0" 1'.4t ------------ ------- III L— II II II I -� I I II II I II 7 II II H 04 AIv OPEN TO E REPAIRS �H ` y H BELOW 1 77-4,' III I I 04 05 I I 04 I II 02 II II II I I Tr II I STORAGE MEZZANINE 200 I I, 05 �iJ/ 01 p4 H FUTURE 5ECURED 15TORAGE L r — ❑ 4`8"— — — —19'f it,' =-,i=5"_ — — —i'-b- — — — — — — — -I I, it i DN O 20R 4 HERFU FR 01 MEZZANINE PLAN OVERALL 51JILDING AREA - 5,140 0.5.F. MEZZANINE AREA - 889 G.S.F. 7$➢ 50a le:1/8"=1'-O" KEYED NOTES I04 ROOF LEADER, TYPICAL. LINE OF ROOF OVERHANG AND GUTTER ABOVE, TYPICAL. 5U5PENDED 16'FAN ABOVE, TYPICAL. LINE OF TRAY CEILING ABOVE, 42" HIGH GUARDRAIL, 5EE 01/A4.10 & 02/A4.20. CON5TRUCTION LEGEND 6" WIDE CMU - FILL CORES W/ CORE -FILL 500 FOAM FURRED FI.. IN51,11-ATION. FURRED FIN15H WHERE INDICATED - 5/8" DRYWALL ON 25 GA.1-1/2" METAL FURRING CHANNEL5 AT 16" D.C., FROM 5LAI3 TO DRYWALL CEILING. - 5EE 5TRUCT. 0WG5. FOR MA50NKY WALL REINFORCING & TIE REQUIREMENTS. 2-HOUR FIRE -RATED 8" WIDE CMU - FILL CORE5 W/ FUR eD FI . COPE -FILL 500 FOAM IN5ULATION. (U5E CMU WITH A D-2 CLA551FICATION AND CONSTRUCT PER ILL DE51ON U905 OR U906). FURRED FIN15H WHERE INDICATED - 5/5" DRYWALL ON 25 GA,1-1/2" METAL FURRING CHANNEL5 AT 16" O.C., FROM 5LA8 TO DRYWALL CEILING. - 5EE 5TRUCT. DWG5. FOR MA50NPY WALL REINFORCING & TIE REQUIREMENT5, NON -RATED 4" WOOD STUD WALL - 50' DRYWALL EACH 510E ON 2X4 WOOD 5TUD5 AT 16" O.C., WITH 3" 5OUND ATTENUATION 13LANKET5, ALL FROM 5LA13 TO UNDERSIDE OF RATED DRYWALL CEILING. - DO NOT INTERRUPT 2+OUR FIRE -RATED FLOOR -CEILING 5Y5TEM A50VE. MAINTENANCE 13UILf)ING FOR A-1 ROOF TKU55E5 4451 5T. LUCIE DLVD. FORT PIERCE, FLORIDA 54946 Key Plan 166ue6: No.: Date: Description: A. 08/01/19 CLIENT REVIEW 5. 08/21/19 CLIENT REVIEW C. 01/31/20 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 609 17th S¢ t Vero Beach, FL. 32960 Tel.772.794.2929 F..772.562.8600 w .donadio-amh.com License No. AA0002238 Consultant: Drawing Title: MEZZANINE FLAN Job North m REVIEWED FOR CODE COA4PLIAU( ST• LUCjE COUNT SOCC Drawing File: XREF File: fae' rolect No.: Plot File: 2151 DateSiA end N 2020 A2.11 Project: FROF05ED I'&7&Tdj0 �L 5cale:1/8"=1'-0" KEYED NOTES 01 LINE OF MA50NKY WALL BELOW, TYPICAL. 02 PLUMBING VENT THROUGH ROOF, 5EE PLUMBING DRAWING5. MAINTENANCE DUILDING FOR A-1 KOOF TRU55E5 4451 5T. LUCIE DLVD. FORT FIERCE, FLORIDA 54946 Key Plan Issues: No.: Date: Description: A. 08/01/19 CLIENT REVIEW B. 08/21/19 CLIENT REVIEW C. 01/31/20 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 609 17th street Vero Bmh, FL 32960 Te1.772.794.2929 F..772.562.8600 www.donadio..h.nom License No. AA0002238 Consultant: Drawing Title: KOOF PLAN Jab North REVIEWED FOR CODE COMPLIANCE ST. LUCm �%OUNTY BOCC fit® Drn: Drawing File: s JEL '• w- Ch& XREF File: ® 7 (�#� • Project No.: Plot File: 2019-13.01 Sheet No.: Copyright © 2020, 0ona4o & Anoclafea, Arohiteots, P.A.. All Righ P,0e,ed Project: W La MEN #105 04 WOMEN #106 - OFF. HD. 5ca le: 30'=1'-0" 0 0 00 z F � N UO WATER COOLED ELEVATION 5ca Ie: 3/8"=1'-0" 1" 2,_9" 2'-9" 1'-3" 2'-0" 3'-0" 3'-01, \ N I— y II O r d ICE REFRIG, III — — — -- -I — N.I.C. N.I.C. (V - II SINK A5E 5'-7' 1'-3" 2'-6" 3'-0" 05 BREAK ROOM #104 Scale: 3/8"=1'-0" 06 WA5H AREA #103 Scale: ICE — PER I II I BREAK ROOM 1oa (64^X42") CLEAR FLOOR / 5PACE / X MEN 5 A2.30 \ I 04 ',30"X46) / CLEAR LOOR CLEAR FL OR \� ACE / SPACE \ X F�D.� A- 36 I 2" CLEAR FLOOR SPACE, CLEAR FLOOR SPACE LAVATORY CLEARANCES BACK WALL 51PE WALL PLAN AT LAVATORIE5 LAVATORIES GRAB 13AK5 AT WATER CL05ET5 02ADA DETAILS 05 A2.30 SINK - - VEND. VEND. gI �E FLOOR 5PACE ` WOME A2.30 106 I� 04 Gk2`Lb 5PA FLOOh � (30'7(4/8'? 6PA R i ACE \ / AIC hAVx p A2.30 WASH — — ;t (48XW7 AREA OLEA 103 FLO R Oro CLEAR S 2'-0" rn V ®C 0 0 01 01 ENLARGED FLAN OFFICE toz OFFICE lot 6" 5" MIN. _ SPOUT HEIGHT FOUNTAIN OR COOLER AND KNEE CLEARANCE BI-LEVEL DRINKING FOUNTAIN CON5TRUCTION LEGEND 5" WIDE CMU - FILL CORES W/ CORE -FILL 500 FOAM FURRED FIN. IN5ULATION. FURRED FIN15H WHERE INDICATED - 5/8" DRYWALL ON 25 GA,1-1/2" METAL FURRING CHANNELS AT 16" O.C., FROM 5LA5 TO DRYWALL CEILING. - 5EE 5TKUCT. OWG5. FOR MA50NKY WALL REINFORCING & TIE REQUIREMENT5. d d 2-HOUR FIRE -RATED 8" WIDE CMU -FILL CORES W/ (ae^x3o"j FURRED FIN. CORE -FILL 500 FOAM IN5ULATION. (USE CMU WITH - FLOOR A D-2 CLA55IFICATION AND CON5TRUCT PER ILL 5PACE X- DESIGN U905 OR U906). a FURRED FIN15H WHERE INDICATED - 5/5" DRYWALL _ _ _ \� —1— `0 03 A2.30 ON 25 GA,1-1/2" METAL FURRING CHANNELS AT16" b O.C., FROM 5LA5 TO DRYWALL CEILING. - 5EE STRUCT. DWGS. FOR MASONRY WALL REINFORCING & TIE REQUIREMENT5. NON -RATED 4' WOOD STUD WALL - 50' DRYWALL EACH 51DE ON 2X4 WOOD 5TUD5 AT 16" O.C., WITH 3" 5OUND ATTENUATION BLANKETS, ALL FROM SLAB TO UNDERSIDE OF RATED DRYWALL CEILING. - DO NOT INTERRUPT 2-HOUR FIRE -RATED FLOOR -CEILING SYSTEM ABOVE. A55REVIATION5 A-LAV - ACCE5515LE LAVATORY A -WC - ACCE5515LE WATER CL05ET EWC - ELECTRIC WATER COOLER FD - FLOOR DRAIN 35 - GRAB 5AR MIR - MIRROR N.I.C. - NOT IN CONTRACT PTDWR - PAPER TOWEL DI5PEN5ER & WASTE RECEPTACLE 5Y OWNER 5D - SOAP DISPENSER BY OWNER TT - TOILET TISSUE DISPENSER ICE - ICE MACHINE - N.I.C. REFRIG. - REFRIGERATOR - N.I.G. VEND. -VENDING MACHINE N.I.C. V.I.F. - VERIFY IN FIELD —___----_— _T-1 1 —T-- 02 4.20 ICI I I I ICI I I I I I i l II l l WINTNTIRAW UP 20K } ROF05ED MAINTENANCE DUILPING FOK A-1 KOOF TKU55E5 4451 ST. LUCIE 5LVD. FORT FIERCE, FLORIDA 54946 Key Plan 155ue5: No.: Date: Description: A. 01/31/20 PERMIT SET Architect: Consultant: DONADIO & Associates, Architects P.A. 60917th Street Vero Beach, FL 32960 Tel.772.794.2929 F=772.562.8600 www.aonaaio-erch.com License No. AA0002238 REVIEWED FOR CODE CQRn LIANCE ST. LUCIE COUNTY BOCC Drawing Title: ENLARGED PLAN AND INTERIOR ELEVATIONS Job North 6C Drn: Drawing File: JEL Chd: XREF FIIe: 3 • HKC AF>J A a Project No.: Plot File: 2019-13.01 Sheet No.: JAN LoLO A2.30 Date Signed: Copyright © 2020, Donadlo & Asaoclatee, Archl46a,,. P.A„ All Rights Reserved Project: 1 KOFOSED I 01 KEFLECI"ED CEILING FLAN REFLECTED CEILING LEGEND GYPSUM WALLBOARD CEILING, SOFFIT OR BULKHEAD, OR EXTERIOR 5TUCC0 CEILING - 4' LINEAR LED LIGHT FIXTURE 0 - Px4' SURFACE LED LIGHT FIXTURE ^ - EMERGENCY BATTERY PACK ''----�JJ--�� AND EXIT LIGHT COMBO ® - SUPPLY AIR CEILING DIFFUSER - EXHAUST FAN MAINTENANCE P UILDING FOP, A-1 ROOF TKUSSEE 4451 5T. LUCIE 5LVD. FORT FIERCE, FLORIDA 549, Key Plan Issues: No.: Date: Description: A. 01/31/20 PERMIT SET Architect: Goneultant: DONADIO & Associates, Architects P.A. 609 17th Skeet Vero Beach, FL 32960 TeL772.794.2929 Fsx.772.562.8600 ww .donadio-arch.com License No. AA0002238 REVIEWED FOF CODE COMIPLI,AN ST. LUCIE COUN' Drawing Title: REELECTED CEILING PLAN Job North Drn: Drawing Fill JEL Chd: XPEF File: HKC 061 Project No.: Plot File: 2019-13.01 0 5heet No.: AN 2020 A2.40 Copyr4ht © 2020, Donadio d Aaaoclatea, Arohltecta, P.A.. All Righte Reserved IProject: I ROFOSED RIDGE EL. +20'-0"_ BEARING. EL. +11-4 3/4" FIN. MEZZ. FL. EL. 0'-0" (DATUM)_ T/SLAB RIDGE EL. +20'-0" BEARING. EL. +11'-4 3/4" FIN. MEZZ. FL. EL.0'-0" DATUMS T/SLAB <6 DO 01 SOUTH ELEVATION Scale: 1/8"=1'-0" 03 EA5T ELEVATION EL. +34'-3"t _ RIDGE EL. +20'-0" BEARING. O.H DOORS FIN. MF77. FL. EL. 0'-0" RATUM) T%SLAB RIDGE EL. +20'-0" BEARING. EL. +11'-4 3/4" FIN. MEZZ. FL. EL. 0-0"(DATUM) T/5LAB 02 N012TH ELEVATION 04 WES I- ELEVATION 1/8"=1'-0" SHINGLE ROOF, TYP. )NTROL JOINT5, TYPICAL UCCO, TYPICAL ' EDGE & PAINTED FIBER S5CIA & SOFFIT, TYPICAL GUTTERS 3, TYPICAL 516TANT )OK, TYPICAL =F, 4'-O" HIGH, DOMED, -P, GALV. STEEL PIPE , TYPICAL, 5ET IN CONC. 'AINT 5AFETY YELLOW. MAINTENANCE DUILPING FOR A-1 KOOF TKU55E5 4451 5T. LUCIE BLVD. FORT FIERCE, FLORIDA 54946 Key Plan 155Ue5: No.: Date: Description: A. 08/01/19 CLIENT REVIEW 5. 05/21/19 CLIENT REVIEW C. 01/31/20 PERMIT 5ET Architect: DONADIO T SHINGLE ROOF, TYP. & Associates, Architects P.A. 60917[h Street CONTROL JOINTS, TYPICAL Vero Beach, FL 32960 Tel.772.794.2929 5UCCo, TYPICAL Pax.772.562.8600 ww ,donadio-arch.corn License No. AA0002238 RIP EDGE & PAINTED FIBER FASCIA & 5OFFIT, TYPICAL Consultant: IM GUTTERS R5, TYPICAL f JACK, COORD. LOCATION T W/ MECHANICAL DWG5. 'E515TANT12xl2 LOUVER, COORD. REVIEWED FOR J 515TANTHOLLOWANICALDWGS. CODE COMPI 11A CE :ESISTANT HOLLOW � OOR,TYPICAL ST. L9UCIE COUNTY BOCC Drawing Title: EXTERIOR ELEVATIONS Drnr Drawing File: JEL Chd: XREF File: J, Do w HKC NO't i Project No.: Plot File: a 2019-13.01 1 4 5heet No.: m A5.10 Copyright © 2020, Donadio & Associates, Archltec95, °.A., All Rights Reserved Project: EL. +34'-3" t _ RIDGE 00 EL+21' S" _ _ _ _ BtfRU55E5 ®TRAY. EL. +2d-0" BEARING. 2-HOUR FIRE -RATED FLOOR -CEILING 5Y5TEM GA FILE NO. FC 5751 - 5EE DRAWING A1.11 AND WALL 5ECTION5 EL. +11'-4 3/4' FIN. M07. FL. EL. 0'-0' (DATUM_ _ _ T/SLAB EL. +34'-3"t _ RIDGE EL. +20' f' BEARING. 2-HOUR FIRE -RATED FLOOR -CEILING 5Y5TEM - GA FILE N0, FC 5751- 5EE DRAWING A1.11 AND WALL 5ECTION5 FIN. MEZZ. FL. T/5LAB 01 BUILDING 5ECTION 5cale:1/4"=1'-0" A02n UG bUILDING SECTION 30T. / BM. _ EL.O'-0" DATUM T/5LAB 03 GUARDRAIL DETAIL Scale: 1"=1'-O" f ROF05ED MAINTENANCE 13UILDING FOR A-1 ROOF TRU55F_5 4451 ST. LUCIE 5LVD. FOKT F'IEKCE, FLOKIDA 3494E Key Plan 155Ue5: No.: Date: Description: A. 01/31/20 PERMIT SET 5. 03/02/20 50G. DEPT. RE5PONH5 1 Architect: Conoultant: Drawing Title: DONADIO & Associates, Architects P.A. 609171h Strew Vero Beach. FL 32960 Te1.772.794.2929 Fu.772.562.8600 www.dooadio-aroh.wm License No. AA0002238 i MA \' 1 "i'.,20 permitting Department' St, Lucie County, FL BUILDING 5ECTIONS REVIE'WEr, FOR CODE COMPLIANCE ST. L UCIJ COUNTY Drn: Drawing File XREF File: Plot File. A4.10 Coyyrlght 0 2020. Do "lo 8 Aemdatee. Amhhecte, P.A., Al Cghto Remmry Project: FROF05ED O 01 A4.20 B/TRUSSES ®TRAY. BEARING. 2-HOUR FIRE -RATED FLOOR -CEILING 5YSTEM GA FILE NO. FC 5751 - 5EE DRAWING A1.11 AND WALL 5ECTION5 EL. +11'-4 3/*' FIN. MEZZ. FL. EL. 0'-0" (DATUM) _ T/SLAB Jdl EL. +34'-3"t RIDGE Ill EL. +20'-0" BEARING. yr I 2-HOUR FIRE -RATED FLOOR -CEILING 5Y5TEM - GA FILE NO, FC 5751 - SEE DRAWING A1.11 AND WALL SECTIONS EL. +11-4 3/4" FIN. MEZZ. FL. OFFICE tol 12 5 STORAGE MEZZANINE CMU WALL 1n OFFICE O � 1P2 01 BUILDING SECTION 02 A4.20 — 12 5F - -- MEN WOMEN 7P5 I � � 106 F EL.0'-0" DATUM) T/5LA5 _ 5TORAGE MEZZANINE 200 _ EL. +11'4 TOP/MA5. REPAIR5 5" CONCRETE SLAB W16"X6" # 10 WWF ioo ON 6-MIL V15QUEEN M015TURE BARRIER ON CLEAN TERMITE TREATED 501L COMPACTED TO 95% MODIFIED PROCTOR. 1 � N III II —III IIII I I_ I II � II II I I I I II II I I I l l l l l I l l l l=1 1111 11 IIII I I IIII i 1= 1 11 11 I III III —III l l - 11 IIIII I 111i1I11 T I I 1 I I ITI1Ti= � =1 i _Ti I I =i1 I --I n=1 11= M 2-HOUR FIRE -RATED CMU WALL mmmm ta�am IO OFFICE Fp 1p1 5" CONCRETE SLAB W/ 6"X6" # 10 WWF� ON 6-MIL V15QUEEN M015TUPE BARRIER ON CLEAN TERMITE TREATED 501L COMPACTED TO 95% MODIFIED PROCTOR. mannnl P �—III—III .III _I I I I I —III —III —III •• ' —III III-1I I I I I I =III.—I.I I —III I I III —III III —III I I III —III —_I I I I I � �I I!III—I 1I— =1 =1 III —III =1 —11 =1 I I— I 1 � =1 1 1 1 Ill I 1 1= 11 1 -J I' EI I I =1 -- _III=1 =1 L—III =1I —III —III -1 —III I' �J1L_11 JJ Ji _L=u I L�u1�u1=1uJll 11 illrJl�1 hu�LLI I_JLL-L�1 �Lu- -, 1 =11, I I I I=1 I I—IIIu Il l 111=111 111 I -1 1111 11 11 I=1 � 1 n=1111 n I —I �� 1= I I I I-11 I I Ii 11=111 III=l 11 I I I I I= I I- 02 BUILDING SECTION Scale: 1/4"=1'-0" EL.+14'-O" l'!I I,I I ill ' Ili UTILITY TRENCH WITH LOAD RATED u GALVANIZED STEEL CHECKERED PLATE J COVER IN REMOVABLE 5ECTION5. _ EL.O'-0" DATUM —7-777 T/SLAB II I II I I III III=1 I' III III III � � I I I I=1 I I -1 I=1 I I III III I I' III=1 I I I I 1 1 I— I I I I I I 11 11 II I I I I I I I I I II I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l i 11-11 111 1 I I I I I I I I I I I I I I I LI I I I I I l I I- I=1 I I III I 1 11 I I I 1 11 I I III I � 11 ! I I =1 I I III III— I I I ' REPAIR5 10P MAINTENANCE 6UILDING FOP, A-1 KOOF TKU55E5 4451 ST. LUCIE BLVD. FORT FIERCE, FLORIDA 54946 Key Flan I55LIes: No.: Date: Description: A. 01/51/20 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 609 17th Stmet Vem Beach, FL 32960 Tel.772.794.2929 Fm.772.562.8600 www.donadio-amh.com License No. AA0002238 Consultant: Drawing Title: BUILDING 5ECTION5 Drn: Drawing File: S ® JEL '1 d. D Cl XREF File: a' .a HKC 3 ` ss Project ect No.: Plot File: 2019-13.01 4+. a°ice Sheet No.: I� JA N � QJ �. 4.10 Date Signed: ' Copyright © 2020, Pon -do & Aesoaie %Architects, P.A., All Rights Rneerved A5PHALT 5HIN ON 5/8" CDX PL WOOD TRU55EI ALUMINUM DRIF ALUM, GUTTER, SEE ROOF PLAN ALUM. GUTTER, SPACERS 0 24' 3/4" X 31/2" FIE 3/4" X 51/2" FIE 1/2 X 11/2 PAIN' (SEE REFLEC7E PANEL AND BA 1/4" NON-VENTI SOFFIT PANEL' SHEATHING OD ALUM. DOWNSP� NOTE: METAL GRATING STAIR, LANDING, CHANNEL STRINGERS AND MEZZANINE GUARDRAIL - ALL RAILING5 SHALL BE DESIGNED TO MEET F.B.G. SECTION 160a.2.1 AND 1005.2.2 FOR HORIZONTAL AND 5TORAGE VERTICAL LOADING. (TYP. ALL RAILING5) ALL RAILING5 MEZZANINE & P05T5 SHALL BE 1-1/2" DIAMETER PAINTED STEEL. zoo �--- PROVIDE SHOP DRAWINGS FOR ARCHITECTS APPROVAL. mm 03 EAVE DETAIL BATT INSULATION, R-19 MINIMUM A5PHALT SHINGLES ON PEEL/STICK MEMBRANE - ON 5/8" CDX PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES 0 2'-0" O.C., TYP. 03 A4.21 ALUM. DRIP EDGE, TYP. h EL. +20'-0' BEARING. ALUM. GUTTER PAINTED FIBER CEMENT FASCIA, TYPICAL. PAINTED FIBER CEMENT SOFFIT PANELS W/ BATTENS, ON 1/2" CDX PLYWOOD ON 2X4 SOFFIT FRAMING 0 24' O.C. ALUM. DOWNSPOUT, SEE PLAN & ROOF PLAN 2-HOUR FIRE -RATED FLOOR -CEILING SYSTEM GA FILE NO. FC 5751 - SEE DRAWING A1.11 3/4" T&G PLYWOOD ON WOOD TRUSSES CAA 24" O.C. CLG.: 5/5" TYPE'X' GYP BD ON 7/8" MTL. HAT CHANNELS ON THREE LAYERS OF 5/8" TYPE'X' GYP BD TrmTrrrrrm ililiiliiliiiirj ;IT-= EL. +11'-4 3/4" j� FIN.MEZZ.FL. h EL. +11'-4 3/4" FIN.MEZZ.FL. © I © ' ' 2-HOUR FIRE -RATED CMU WALL MIN.S/8" CEMENT/LIME STUCCO - © , _ ON &" CMU WALL. FILL CORES W/ nrmlirrtl CORE -FILL 500 FOAM INSULATION [IiTTTTTTIT'I , in 2-HOUR FIRE -RATED FLOOR -CEILING SYSTEM - GA FILE NO. FC 5751 - SEE �rmT�rtT SUSPENDED DRYWALL CEILING - n DRAWING A1.11 AND WALL SECTIONSTrrmTrr a m 1-0 OFFICE REPAIRS L�TT wo- 0 tot too 11" "NOSING TREAD M- 5" CONCRETE 5LA5'N1 6"X6" # 10 WWF ON 6-MIL VI5QUEEN MOISTURE BARRIER ON CLEAN TERMITE TREATED SOIL COMPACTED TO 95% MODIFIED PROCTOR. ..4 4 -III III IIIIIII i �I I II I I -III III IIIIIIIIIIIIIII=I I II I IIIIIIIIIII I I I III -III I I II I IIIII 1I I_ IIIIII=1 I IIIIIIII I l � l l i;! l I II' ; I I I=1 ! I=1 I IIII1 I IIII=1 I IIII1 I I1 I I � I I !; I I I1 I I1 I I=1 I I � I I I1 I I1 I II =1 I IIII=1 I I III III III III I I I -III =1 I I1 I IIIIIIIIIIIII, I I II I II I I=1 I IIII1 I I ;III=1 I I=1 1 11 I I III IIII 1I II IIIIIIIIIIIIIII-III IIIIIIIIIIII-III III III IIIIIIIII L-III III IIIIIIIII-III III UTILITY TRENCH WITH LOAD RATED GALVANIZED STEEL GHECKERED PLATE COVER IN REMOVABLE SECTIONS. 5" CONCRETE BLAB W/ 6"X6" # 10 WWF - ON 6-MIL VI5QUEEN MOISTURE BARRIER ON CLEAN TERMITE TREATED SOIL COMPACTED TO 95% MODIFIED PROCTOR. PVC STUCCO WEEP 5CREED, TYPICAL — Project; FROF05ED MAINTENANCE f3UILDING FOR A-1 KOOF TKU55E5 4451 5T. LUCIE BLVD. FORT FIERCE, FLORIDA 3494( Key Plan 5ca le: 3"=1'-D" Issues: No.: Date: Description: A. 01/51/20 PERMIT 5ET i 12 5�% 3'-0" TYPICAL i �1 I , i STORAGE MEZZANINE 200 Architect: MEN 705 EL. OWUM) T/SLAB a. FOR FOUNDATIONS, SEE STRUCT. DWGS. I I I I I I I I I I I I I I1 l iIII1 I I1 I I -1 i -I 11 --III i t 1! I (1 I II 11 111i DONADIO & Associates, Architects P.A. 609 17th St t Vero Beach, FL 32960 Te1.772.794.2929 Fm772.562.8600 w .donadio-aroh.com License No. AA0002238 Caneultant: REVIEWED FC CODE COMPLIAi ST. LUCIE COUI BOCC Drawing Title: WALL 5ECTION5 Orn: Drawing File: roe JEL �R Choi: XREF File: R .°r ¢j,.• HKG GO O t Project No.: Plot File: ;•,3 e Zs 2019-15.01 . 1 A';,jp SheetNo.: 02 STAIR SECTION Scale: 01 TYI). WALL SECTION Scale: 1/2"=1'-0" 2020 A4.20 Copyright 0 2020. Ponadlo & Aeaxletea, Arohltecta, P.A., All Rlgh% Kmmed Project: HARDWARE SCHEDULE HARDWARE SCHEDULE: A. The following schedule is furnished for whatever assistance it may afford the contractor; do not consider it as entirely inclusive. Should any particular door or item be omitted in any scheduled hardware group, provide door or item with hardware same as required for similar purposes. Quantities listed are for each pair of doors; or for each single door. B. This hardware schedule prepared by. Allegion, PLC 3451 Technological Ave, Suite 7 Orlando FL 32817 Ph: 407-571-2000 Fax 407-571-2006 HARDWARE GROUP NO. 01 Provide each SGL door(s) with the following: QTY DESCRIPTION ATALOG NUMBER 3 EA HINGE BB1 4.5 X 4.5 NRP 1 EA STOREROOM LOCK 581 P6 DAN 23981152 1 EA SURFACE CLOSER C71 HDPA 1 EA KICK PLATE 400 10" X 2" LDW B-CS IFS444 fj 1 EA FLOOR STOP 1 EA RAIN DRIP 42AA 1 EA ASKETING 150SBK PSA 1 EA HRESHOLD 66A-223 FBC NCA FL12400 BASIS OF DESIGN - DOOR SWEEP BY DOOR MFR HARDWARE GROUP NO. 02 Provide each SGL donr(s) with the followinn� QTY DESCRIPTION1840011 TALOG NUMBER FINISH MFR 3 EA HINGE 14.5X4.5 52 IVE 1 EA ENTRY / OFFICE LOC11 P DAN 26 FAL 1 EA SURFACE CLOSER81A REG OR PA AS REQ 89 FAL 1 EA KICK PLATE DWB-CS 30 IVE 1 EA ALL STOP406/407CVX 30 IVE 1 EA GASKETING FSBK PSA BK ZER HARDWARE GROUP NO. 03 Prnvida aanh SGI dnnrlsl with tha fnllnwinn, QTY DESCRIPTION CATALOG NUMBER MFR 3 EA HINGE 5BB1 4.5 X 4.5 52 IVE 1 EA PRIVACY LOCK 301S DANE 26 FAL 1 EA SURFACE CLOSER SC81A REG OR PA AS REQ IFINISH 89 FAL 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 30 IVE 1 EA WALL STOP S406/407CVX 30 IVE 1 EA SILENCER SR64 RY IVE HARDWARE GROUP NO. 04 Prnvida aanh SGI dnnr(s) with tha fnllnwinn, QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 52 IVE 1 EA PASSAGE SET 101S DAN 626 FAL 1 EA SURFACE CLOSER SC81A REG OR PA AS REQ 89 FAL 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 30 IVE 1 EA WALL STOP S406/407CVX 30 IVE 1 EA SILENCER R64 GRY IVE HARDWARE GROUP NO. 05 Provide each RU door(s) with the ROOM FINISH SCHEDULE FLOOK 13A5E WALL CEILING °; w NORTH SOUTH EAST WEST m m ¢ w ¢ m Z y- ¢ LU ¢ :�i `n Z u- ¢ LU ¢ :2 N Z E ¢ W ¢ :�w Z FL z z o o CZ ROOM NAME ¢ w ¢ :5i Q LV w Q z u- ¢ w ¢ Z FL < LU o ROOM FIN15HE5 100 REPAIR5 C5 --- --- CMU P CMU P CMU P CMU P EXP --- VARIES 100 101 OFFICE EPF R8 --- GYP P GYP P GYP P GYP P GYP P 91-0-518" 101 102 OFFICE EPF RB - - - GYP P GYP P GYP P GYP P GYP P * 9'-0-5/8" * DRYWALL SOFFIT 0 8'-0" ALONG WEST WALL 102 103 WASH AREA C5 --- --- --- --- CMU P CMU P CMU P GYP P 9'-0-5/8" 103 104 BREAK ROOM EPF EPB --- CMU P GYP P CMU P CMU P GYP P 91-0-5/8" 104 105 MEN EPF EPB - - - GYP P MRB P GYP P GYP P GYP P * 7-6" * SUSPENDED DRYWALL CEILING BELOW RATED CLG. 9 9-0-5/8" 105 106 WOMEN EPF I EPB - - - GYP P MRB P GYP P GYP P GYP P * T-6" * SUSPENDED DRYWALL CEILING BELOW RATED CLG. ® Y-0-50' 106 200 STORAGE MEZZANINE PLY --- --- --- --- CMU P i --- --- iE EXP --- VARIES 200 FLOOR BASE WALL CEILING FIN15H EPF - EPDXY FLOORING EPB - EPDXY 8A5E (COVED) CMU - CONCKET MASONRY UNITS GYP - GYPSUM 80APP P - PAINT C5 - CONCRETE, SEALED 5TC - STUCCO GYP - GYPSUM BOARD ACT - ACCOU5TICAL TILE EP - EPDXY PAINT PLY -PLYWOOD R8 -RUBBER 8A5E MRB - MOISTURE FE515TANT BOARD EXP -EXPOSED STRUCTURE 5TC -STUCCO 5TC -STUCCO FC -FIBER CEMENT FACT -FACTORY - - - - NO, NONE OR NOT APPLICABLE DOOM SCHEDULE LU m z OL o DOOR 51ZE DOOR FRAME O = W °L Y ¢ I'- > U W U w z l- > Z ¢- o LU z LL " O 1 U ¢ C> 2 z Dz ¢ flL m z p[ o a UL O 21 zz W Q In o) 0) z LL LU W � ¢ LPL U LU Q z LL DETAIL5 J CS) m O z ¢ 1) ¢LIJ 2 WIDTH X HEIGHT THICKNESS DOORS 100A 31-01,XT-0" 13/* F HM --- P 1 HM P --- U3/A6.11 --- H2/A6.11 ADA --- --- 01 IMPACT PE515TANT-INSULATED 100A 1005 3'-0" X T-O" 1 3/4" F HM - - - P 1 HM P - - - J3/A6.11 - - - H2/A6.11 ADA - - - - - - 01 IMPACT RE515TANT - INSULATED 10013 100C 3'-0"X7-0'' 13/4" F HM --- P 1 HM P --- J3/A6.11 --- H2/A6.11 ADA --- --- 01 IMPACT RESISTANT - INSULATED 100C 100D 18'-O"X14'-O" 13/4" KU 5TL --- FACT --- --- --- --- Ji/A6.11 --- H1/A6.11 51/A6.11 --- --- 05 MANUAL ROLL UP DOOR- IMPACT RESISTANT - INSULATED 100D 100E 16-0"X14'-0" 13/4" RU 5TL --- FACT --- --- --- --- Ji/A6.11 --- 1-11/A6.11 51/A6.11 --- --- 05 MANUAL ROLL UP DOOR- IMPACT FE515TANT-INSULATED 100E 100F 16-01IX14'-0" 13/4" RU 5TL --- FACT --- --- --- --- J1/A6.11 --- H1/A6.11 Si/A6.11 --- --- 05 MANUAL ROLL UP DOOR- IMPACT RE515TANT-INSULATED 10OF 100G 18'-0"X14'-O" 13/4" RU 5TL --- FACT --- --- --- --- J1/A6.11 --- Hi/A6.11 51/A6.11 --- --- 05 MANUAL ROLL UP DOOR- IMPACT PE515TANT-INSULATED 1000 101 3'-0" X T-O" 1 3/4" HG HM FRG P 1 HM P - - - J4/A6.11 - - - H3/A5.11 - - - - - - 90 02 101 102 3'-0" X T-O" 13/* HG HM FRG P 1 HM P - - - J4/A6.11 - - - H3/A6.11 - - - - - - 90 02 102 103 NOT USED NOT USED 103 104 31-91X7-0" 13/* HG HM FRG P i HM P --- J4/A6.11* --- H3/AG.11* --- --- 90 04 *SIMILAR- NO FURRED DRYWALL 104 105 3'-0"XT-0" 13/4" F HM --- P 2 HM P --- J2/A6.11 --- J2/A6.11 --- --- --- 03 105 106 3'-O"XT-0" 13/* F HM --- P 2 HM P --- J2/A6.11 --- J2/A6.11 --- --- --- 03 106 AL =ALUMINUM FACT=FACTORY PRE-FINIOHED MBL =MARBLE 5F=5TOREFRONT TP =TEMPERED L5G= LAMINATED SAFETY GLASS AN = ANODIZED HM = HOLLOW METAL P = PAINT 5CW = SOLID CORE WOOD IRG = IMPACT RESISTANT GLA55 - -.= NO, NONE OR NOT APPLICABLE BV = BIRCH VENEER FRG = FIRE -RATED GLA55 ("FIRE LIGHT PLUS") NOTE: "FIRE LIGHT PLUS" 15 AL501MPACT-RATED SEE SCHEDULE 5EE SCHEDULE SEE SCHEDULE / J W 2 _... -- _._._ o b m FLUSH m HALF - GLASS ----- -:- -.._. FIN. FL. -- FIN. FL. FIN. FL, FIN. FI.. O HG RU O O 01 DOOK TYI E5 oGa1e:1/4"=1'-0" 02 FRAME TYFE5 5cale:1/4"=1'0" FROFO5ED MAINTENANCE 13UILDING FOR A-1 ROOF TKU55E5 4451 5T. LUCIE 5LVD. FORT FIERCE, FLORIDA 3494E Key Plan 156Ue6: No.: Date: Description: A. 01/31/20 PERMIT SET Architect: GonSultant: Prawine Title: DONADIO & Associates, Architects P.A. 609 nth street Vero Beech, FL 32960 Tel.772.794.2929 Fu.772.562.8600 www.donadio-=h.c= Licenu No. AA0002238 REVIEWED FOR CODE COMPLAANCE ST. LUCIIE COu NTY BOCC Drn: Drawing File: f38iT�igl(S �• ;� +� HKC r Project Na.: Plot File: .: Afs 56 2019-t3.01 DateSiaedj 2020 A6.10 CoFydght ® 2020, Donadlo & Aowclat e, Archltecto, P.A., All Rlghte Reeerved Project: OVERHEAD COILING DOOR HOOD CORNER BEAD (TYP.) CASING BEAD (TYP.) WEATHERSTRIPPING E INSULATED OVERHEAE DIMFN510N8 PFR MAN, H1HEAD DETAIL 50ale:3"=1'-0" MIN. 5/8" CEMENT & LIME STUCCO ON 8" CMU - FILL CELLS W/ CORE -FILL 500 FOAM INSULATION MIN. 5/8" CEMENT & LIME STUCCO ON POURED CONCRETE BEAM - SEE 5TRUCT. DRAWINGS. CORNER BEAD (TYP.) STUCCO DRIP CA51NG BEAD WEATHERSTRIPPING BY DOOR MANUFACTURER MANUAL OVERHEAD COILING DOOR (SEE MANUF'5 DETAILS) MIN. 5/8" CEMENT & LIME STUCCO ON POURED CONCRETE COLUMN - SEE 5TRUCT. DRAWINGS. DOOR GUIDES PER MANUFACTURER MIN. 5/8" CEMENT & LIME STUCCO CORNER & CASING 13EAD5 & SEALANT SEALANT, TYPICAL DOOK, SEE 5CHED. ly H2 HEAD DETAIL CONCRETE FILLED CELL 8" CMU - FILL CELLS W/ CORE -FILL 500 FOAM INSULATION ro N �n .a T.^ -- .— a � 1 . Q .a. L—`, Ane A a MIN. 5/8" CEMENT & LIME STUCCO 3 JAMB DETAIL INSULATEn nVcpw=An inn iw= nnno DOOR BO' CONCRET 2" 2-HOUR FIRE -RATED 8" CMU - FILL CELLS W/ CORE -FILL 500 FOAM INSULATION LINTEL(5EE 5TRUCTURAL DRAWINGS) SEALANT, TYPICAL H.M. DOOR FRAME SEALANT, TYPICAL H.M. DOOR FRAME W/ MASONRY ANCHORS DOOR, SEE SCHEDULE CORNER & CA51NG 3EAD5 & SEALANT (TYP.) 5ca le: 3"=1'-0" CAULKING (TYP.) 5/8" DRYWALL EACH 51DE ON 2X4 WOOD STUDS AT 16" O.C., WITH 3" SOUND ATTENUATION BLANKETS DOUBLE STUDS 0 JAMB 3" SOUND ATTENUATION BLANKETS CAULKING (TYP.) SPOT GROUT CAA ANCHORS (TYP.) 2 JAME DETAIL (HEAD SIM. CAULKING (TYP.) H.M. DOOR, SEE 51 H3 HEAD DETAIL 2 X P.T. BLOCKING 5/8" DRYWALL ON 1 1/2" GALVANIZED METAL FURRING 0 16" O.G. MAX. (OMIT FURRED FIN. ® DOOR #104) 2-HOUR FIRE -RATED 8" CMU L f KOFO5ED MAINTENANCE H.M. DOOR FRAME W/3 MTL. B U I L D I N G STUD ANCHORS PER JAMB FOP A-1 1200F TKU55E5 Lz;> 4451 5T. LUCIE BLVD, DOOR, SEE SCHEDULE FORT FIERCE, FLORIDA 54946 5ca le: 3"=1'-0" 2-HOUR FIRE -RATED 8" CMU LINTEL(5EE STRUCTURAL DRAWINGS) 5/6" DRYWALL ON 11/2" GALVANIZED METAL FURRING ®16" O.C. MAX. (OMIT FURRED FIN. 0 POOP #104) 2 X P.T. BLOCKING METAL CORNER BEAD NON-FINI5HING'J'TKIM (TYP.) GROUT SOLID H.M. DOOR FRAME Scale: 3"=1'-0" METAL CORNER BEAD - NON-FINI5HING'J' TRIM ( - H.M. DOOR FRAME C3 N GROUT SOLID a ` o On III I.. I C'S H.M. DOOR, SEE 5CHEDUI CAULKING (TYP.) 2" 5/8" 4' JAMB DETAIL rYP.) E MA5. ANCHORS TYP. (3 PER JAMB) CONCRETE FILLED CELL Scale: 3"=1'-0" Key Plan 165ue5: No.: Date: Description: A. 01/31/20 PERMIT 5ET Architect: Consultant: DONADI0 & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Te1.772.794.2929 Fax.772.562.8600 www.donadio a=h.com License No. AA0002238 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Drawing Title: DOOR DETAIL5 �' " -• • • s A rn: Drawing File: ` JEL 4 Chd• XREF File: M,1Hp{•t�';, e` A HKG Project No.: Plot File: G1245� 2019-13.01 Sheet Na: 1 JAME, DETAIL 5ca l e: 3"=1'-0" 51 51LL DETAIL 50a le: 3"=1'-0" Copyright © 2020, Donadio & Associates, Archltecte, P.A., All Rights ReecNM