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Home My WebLink AboutAPPROVED A1.10 Code RCODE REVIEW FOR D&D WELDING NEW BUILDING LOCATED AT 5300 SOUTH STEEL BLVD. FT. PIERCE, FLORIDA ARCHITECTS PROJECT #2019-54/2 SEPTEMBER 28, 2020 The proposed Building is a Single-Story Pre-engineered Metal Structure clad with Metal panels. The gross Floor area of the Building will be 39,504 sq. ft. This consists of a Welding Shop with an area of 30,108 sq. ft., Offices, Toilet Rooms, Storage etc. with an area of 2,900 sq. ft., and an exterior Roofed over space with an area of 6,496 sq. ft. The Building height to the Roof eaves will be 29'-0" and 33'-0" to the Roof ridge. There will be nine (9) overhead doors around the perimeter of the Building. The Ancillary accommodation i.e. Breakroom, Offi ces etc. will be constructed using CMU exterior Walls and Stucco, Steel Beams, Metal Deck, Rigid insulation, and a modified bitumen Roofing system. All Construction will be non-combustible and Parking is located North and East of the proposed Building. The Building will be protected by an Automatic Fire Sprinkler System. CODE 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 306.2 Moderate-Hazard Factory/Industrial, Group F-1; LSC 6.1.12.1; 40.1.2; Industr ial Occupancy 2)SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY FBC CH.4 N/A 3)GENERAL BUILDING HEIGHTS AND AREAS FBC CH.5 i)Building Height and Number of Stories FBC 504; FBC TABLE 504.3 Note: Construct ion Type; Type II (B); Sprinklered. Maximum allowable Building height ii)Allowable Number of Stories above Grade Plane FBC TABLE 504.4 Maximum number of Stories allowed (This is a Single-Story Structure) iii)Building Area FBC 506; FBC TABLE 506.2 Maximum Bu ilding area permitted Actual Build ing area proposed iv)Accessory Occupancies FBC 508.2 Accessory Occupancies (Offices, Breakroom , Toilets & Storage) 10% of the Bu ilding area = 3,950 sq. ft. > 2,900 sq. ft. No separation required. v)Separation of Occupancies FBC 508.2.4; FBC TABLE 508.4; LSC TABLE 6.1.14.4.1(b) = 55' = 2 = 62 ,000 sq . ft. = 39 ,504 sq. ft. = 2,900 sq. ft. 2 HR. separation re quired between F-1 Occupancy and Assembly Occupancy (Breakroom) A-2. vi)Incidental Uses FBC TABLE 509 N/A 4)TYPES OF CONSTRUCTION FBC CH.6; FBC 602.2; Type 11-B; Sprinklered ; LSC 40.1.6 i)Fire-Resistance Rating Requirements for Building Elements Hours FBC TABLE 601 a)Primary Structural Frame = 0 b)Bearing Walls (Interior/ Exterior)= 0 c)Non -Bearing Interior Walls = 0 d)Floor Construction = 0 e)Roof Construction = 0 ii)Fire-Resistance Rating Requirements for Exterior Walls Based on Fire Se_paration Distanc e. N orth; distance to property li ne= 99' > 30' -No ra ting. South; distance to property line= 52' > 30 ' -No rating. East; distance to properly line= 148' > 30' -No rating. West; distance to property line = 97' > 30 ' -No rating. 5) FIRE AND SMOKE PROTECTION FEATURES FBC CH.7 6) i)Exterior Walls FBC 705; 705.2 There are no eaves ov erhangs from the Exterior Walls. ii)Maximum Area of Exterior Wall Openings Based on Fire Separation Distance and Degree of Opening Protec tion FBC TABLE 705.8 All sides> 30' iii)Fire Partitions FBC 708 = No Limit The Fire partition separating the Shop (F-1) from the Break room (A-2) will be 2 HR. Fire rated. The CMU Wall will be conslructed full height to separate both Occupancies. iv)Penetrations FBC 714; 714.3.1.1; 714.3.1.2 All through penetrations in the 2 HR rated CMU Wall to be protected by an approved penetration firestop system installed and tested in accordance with ASTM E814 or U.L. 1479. v)Opening Protectives FBC 716 The two (2) Doors connecting the Shop with the Breakroom will be 1 ½ HR rated with a maximum vision panel of 100 sq. inches. vi)Concealed Spaces FBC 718 Fire blocking and Draft stopping in concealed spaces not required. All construction is non-combustible. Draft stopping in the Roof is not required as the Building will be protected by a fully Automatic Fire Sprinkler System. INTERIOR FINISHES FBC CH. 8; Table 803.11; LSC 10.2; 40.3.3.2 All interior wall and ceiling finishes to conform to the following Table: INTERIOR WALL & CEILING FINISH REQUIREMENTS BY OCCUPANCY Group "A-2"; Group F-1; Sprinklered INTERIOR EXIT CORRIDOR, ENCLOSURES FOR EXIT STAIRWAYS RAMPS AND EXIT PASSAGEWAYS ACCESS STAIRWAYS AND RAMP -- CLASS C -Flame Spread Index; 76-200 Smoke Developed; 0-450 I)Interior Floor Finish FBC 804; 804.4.2; LSC 40.3.3.3 ROOMS AND ENCLOSED SPACES C The minimum Critical Radiant Flux for all finishes shall not be less than Class II. 7)FIRE PROTECTIO N SYSTEMS FBC CH. 9; 903.2.4; LSC 40.3.5 An Automatic Fire Sprinkler System installed in accordance with NFPA 13 will be provided throughout the Building. i)Portable Fire Extinguishers FBC 906; 906.1 ii) See Life Safety Plan for location of Portable Fire extinguishers. Fire Alarm and Detection Systems FBC 907; 907.2.4; LSC 9.6; 40.3.4.1 Provide a manual Fire Alarm System throughout the Building initiated by the Automatic Fire Sprinkler System. 8)MEANS OF EGRESS FBC CH. 1 O; LSC 40.2 i)General Means of Egress FBC 1003; 1003.2 All Means of Egress shall have a minimum Ceiling height of 7'-6". ii)Oc cupant Load iii) iv) i) ii) FBC 1004; FBC TABLE 1004.1.2; LSC 7.3.1.2; 40.1.7 a)Shop; 30,108 sq. ft.+ 100 = 301 Occupants b)Breakroom; 896 sq. ft+ 15 = 60 Occupants c)Offices; 461 sq. ft. .. 100 = 5 Occupants d)Storage/Electrical Room etc. 1,000 sq. ft.+ 300 = 4 Occupants Total Occupant Load = 370 Occupants Means of Egress Sizing FBC 1005; 1005.3.2; LSC 40.2.3 Egress Capacity required a)Shop; 301 x 0.2" Egress capacity provided b)Breakroom; 60 x 0.2" Egress capacity provided Number of Exits and Exit Access Doorways FBC 1006; 1006.2.1; LSC 7.4; 40.2.4.1 a)Minimum Number of Exits required b)Number of Exits provided Exit and Exit Access Doorway Configuration FBC 1007; 1007.1.1; LSC 7.5; 40.2.5 a)Building Diagonal Maximum Building diagonal Maximum Door separation 50% x 318' = 159' < 306' -o.k. Means of Egress Illumination FBC 1008.; LSC 7.8; 40.2.8 a)Illumination Required FBC 1008.2; LSC 7.8; 40.2.8 = 60.2" = 180" = = = = 12" 36" 2 7 = 318' = 306' The Means of Egress, including Exit Discharge will be illuminated at all times during Building Occupancy. b)Illumination Level Under Normal Power FBC 1008.2.1 Means of Egress Illumination Level shall not be less than 1 Footcandle (11 LUX) at the walking surface. c)Emergency Power for Illumination FBC 1008.36; LSC 7.9; 40.2.9 An Emergency Power Supply will be provided to illuminate at Means of Egress components. The emergency supply will provide power for a minimum of 90 minutes and will consist of storage batteries, unit equipment or on-site generator. vii)Accessible Means of Egress FBC 1009; FBC 2017-Accessibility a)Accessible Routes FBC 206 An Accessible Route from the Accessible Parking is provided to the Facility Entrances. b)Accessible Means of Egress FBC 207 All required Means of Egress comply with Accessibility Standards. c)Parking Spaces FBC 208; FBC 502.5 Accessible Parking Spaces are located adjacent the Facility Entrance. d)Drinking Fountains FBC 211 Combination "Hi-Lo" Drinking Fountain provi ded (See Floor Plan). e)Kitchens, Kitchenettes and Sinks FBC 212; 606 and 604 The Breakroom Sink is to be 34" (maximum) above FFL, the Work surface ( counter) to be ad j ustable for varying heights between 29" (minimum) and 36" (maximum). f)Toilet Facilities and Bathing Facilities FBC 212; FBC 603 All Toilets Facilities are on an Accessible Route, meet all necessary Door clearances and Turning Circle and Clear Floor Space Fixture requirements. viii)Doors, Gates and Turnstiles FBC 1010; 1010.1.1; LSC 7-2.1; 40.2.2.2 All Egress doors are 36" x 80" (minimum), swing in the direction of travel and are side hinged. All interior side-swinging doors (without closers) to comply with the following prescribed forces: 1)A maximum 51b (22N) force shall swing door fully open. 2)A 151b (67N) force shall release a latch. 3)A 301b (133N) force shall set door in motion. IX)Exit Access FBC 1016; LSC 40.2.5 All exit access locations are on an accessible route and do not pass through any intervening spaces. X)Exit Access Travel Distance FBC 1017; FBC TABLE 1017.2; LSC 7.6; FBC TABLE 40.2.6.1 a)Maximum Travel distance to an Exit = 250' b)Actual maximum Travel distance to an Exit = 234' XI)Corridors FBC 1020; LSC 40.3.6 N/A XII)Exit Discharge FBC 1028; LSC 7.7; 40.2.7 All Exits Discharge directly to the Building exterior. MINIMUM PLUMBING FIXTURE COUNT FBC 2017 -PLUMBING a)Oc cupant Load Maximum Occupant Load = 370 Occupants 50% I 50% Male/Female Ratio = 185 Male and 185 Female Water Closets; 1/100; Male/Female; Lavatories; 1/100 Male/Female; Drinking Fountains; 1 per 400 Service Sink; 1 MINIMUM PLUMBING FIXTURE COUNT Industrial/Factory F-1; Assembly A-2 WATER CLOSETS LAVATORIES DRINKING SERVICE SINKS FOUNTAINS Required Provided Required Provided Required Provided Required Provided Male 2 2 + 2 3 1 1 1 1 2 Urinals Female 2 3 2 3 Project: PROPOSED BUILDING FOR D&D WELDING 5300 SOUTH STEEL BLVD. FT. PIERCE, FLORIDA Key Plan: Issues: No.: A, Architect: Date: Descrip_tion: 02/10/21 PERMIT SET DONADIO & Associates, Architects P.A. Consultant: Drawing Title: 2001 9th Avimue, Sultl!I 303 Vero Bea:::h, FL 32960 Tel.m.794292.9 Fax.m.562.8600 Lii::en5e .\lo. AA0002'2:33 www.olonadio-arch.wm CODE REVIEW Re-forence Noreh � Drn: Dwg. File: MT Chd, XREF File, AJD Project No.: Plot File: 2019-54 Sheet No.: Cert. No.: 12456 Date Signed: A1.10 Co�le,frt;(Q 2020, Donadio & A,:100::l;rtai, Ar-chttecte. P.A. 02/16/2021