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<br />1 Retail B Floor/Life Safety Plan
<br />Scale 1/8"=l'-O"
<br />Soil Poisoning for Termite Control
<br />1.GENERAL
<br />1.1 Scope: Furnish all labor, materials and equipment necessary to complete the application
<br />of soil poisoning for the termite control as specified herein.
<br />1.2 Contractor's Qualifications: Applicator shall be licensed in the state where the project
<br />is located and shall be nationally known company.
<br />1.3 Guarantee:
<br />a. Termite protection treatment shall be guaranteed for period of five years against termite infestation.
<br />Guarantee shall include any yearly renewal costs. Repairs for termite damage paid by termite
<br />company.
<br />b. At the Owner's option, at the termination of the guarantee, an extension renewal of inspection and
<br />service treatment shall be made available to the Owner.
<br />2. PRODUCTS
<br />2.1 Materials
<br />A. Materials shall be a chemical formulated as an emulsible concentrate for subsequent dilution
<br />with water. Fuel oil or other petroleum -based products are permitted as a dilutent.
<br />B. For soil areas to be treated, apply the following chemical at not less than the designated
<br />concentration:
<br />1. Premise by Bayer Corporation: 1.0 % applied in water emulsion.
<br />2. Prelude by Zenech Corporation: 1.0 % applied in water emulsion.
<br />C. Other Brands of chemical components using one of the following:
<br />1. imidacioprid: 0.5 % to 0.1 % Concentration in water emulsion.
<br />2. Permethrin: 1.0 % Concentration in water emulsion.
<br />D. Use treatment solutions which are not injurious to plantings in landscape areas.
<br />3. EXECUTION
<br />3.1 Restrictions: do not apply soil treatment solution until excavating, filling and and grading
<br />operations are completed, except as otherwise required in construction operations. to ensure
<br />penetration, do not apply soil treatment to excessively wet soil or during inclement weather.
<br />3.2 Surface Preparation: Remove foreign matter which could decrease effectiveness of treatment
<br />on areas to be treated. Loosen, rake, and level soil to be treated, except previously compacted
<br />areas under slabs and foundations. Toxicants may apply before placement of compacted fill
<br />under slabs, if acceptable to the Architect.
<br />3.3 Application Rates: Apply soil treatment solution as follow:
<br />Within building area, with or without slabs -on -grade, at the rate of 1.5 gal. per 10 sq. ft.
<br />Under foundations and footings, including horizontal and vertical surfaces of excavations,
<br />at the rate of 1 gal. per 10 sq. ft.
<br />Outside building perimeter in a strip at least 2' wide and under porches, areaway, aprons,
<br />walks, pads, stair landings, or paved extensions, at a rate of 1 gal. per 5 sq. ft.
<br />Allow not less than 12 hours for drying after application, before beginning concrete
<br />placement or other construction activities.
<br />3.4 Post signs in the areas of application warning workers that soil poisoning has been applied.
<br />Remove signs when areas are covered by other construction.
<br />3.5 Re -apply soil treatment solution to areas disturbed by subsequent excavation or other
<br />construction activities following application.
<br />�' RIGHT
<br />FRONT
<br />BUILDING WAND
<br />CONNECTING BREEZEWAY TO
<br />BE CONSTRUCTED AS PART
<br />OF A FUTURE PHASE
<br />RE: STRUCTURAL FOR
<br />COMPLETE INFORMATION
<br />FOR FRAMING
<br />CONTINUOUS STUD AT
<br />TOP OF WALL
<br />MTL STUD FRAMING
<br />60OS200-43 @ 16" OC
<br />R-19 BATTEN INSULATION
<br />GYP BOARD & FRAMING ALL
<br />THE WAY TO THE UNDERSIDE
<br />OF THE ROOF DECK ABOVE
<br />AS PER 1HR FIRE RATING
<br />REQUIREMENTS. RE: UL
<br />DETAILS U415 & HW-S-0001
<br />CONTINUOUS STUD TRACK
<br />60OT200-43
<br />CONCRETE FLOOR SLAB
<br />RE: STRUCTURAL
<br />21 Hr Rated Framed Wall
<br />Scale 1 1/2"=V-0"
<br />RE: FLOOR PLAN FOR LOCATIONS
<br />Finish Schedule
<br />A_2-A-2 OR NUMBER
<br />FLOOR MATERIAL
<br />WALL BASE MATERIAL
<br />WALL MATERIAL
<br />CEILING MATERIAL
<br />A
<br />SEALED
<br />1
<br />NONE
<br />A
<br />UNFINISHED
<br />1
<br />ACOUSTICAL
<br />CONCRETE
<br />CMU OR GYP
<br />LAY -IN TILE
<br />B
<br />VCT TILE
<br />2
<br />VINYL
<br />B
<br />ENAMEL PAINTED
<br />2
<br />PAINTED
<br />GYPSUM BOARD
<br />GYPSUM BOARD
<br />C
<br />CERAMIC TILE
<br />3
<br />CERAMIC
<br />C
<br />ENAMEL PAINTED
<br />3
<br />NONE
<br />CONC. BLOCK
<br />8" MASONRY WALL
<br />RE: STRUCTURAL
<br />CEILING AND
<br />INTERIOR FINISH TO
<br />BE PROVIDED AS
<br />PART OF FUTURE
<br />TENANT INTERIOR
<br />BUILD OUT
<br />EXTERIOR FINISH
<br />RE: ELEVATIONS
<br />COREFILL 500 FOAM
<br />INSULATION IN ALL
<br />MASONRY CELLS NOT
<br />REQUIRED BY STRUCT
<br />TO BE GROUT OR
<br />CONCRETE FILLED.
<br />RE: SIDEWALK PLAN
<br />FOR ALL SIDEWALK
<br />INFORMATION
<br />CONCR. FLOOR SLAB
<br />RE: STRUCTURAL
<br />3 Masonry Wall
<br />Scale 1 1/2"=V-0"
<br />RE: FLOOR PLAN
<br />FOR LOCATIONS
<br />B-J —
<br />BLOCKING IN WALL
<br />AS REQUIRED
<br />WALL MOUNTED
<br />FIRE EXTINGUISHER,
<br />POTTER ROEMER
<br />(2A1 OBV) MODEL #
<br />3005 W/3903
<br />MOUNTING
<br />BRACKET
<br />SEE FLOOR PLAN
<br />FOR LOCATION
<br />SHOWN AS (F.E.)
<br />FIN. FLOOR
<br />4 Fire Extinguisher Detail
<br />Scale 1 1/2"=V-0"
<br />REFER TO BUILDING C
<br />DRAWINGS FOR ALL
<br />INFORMATION PERTAINING
<br />TO THE ADJACENT
<br />BUILDING
<br />B-14
<br />Code Information
<br />CITY OF ZEPHYRH ILLS THREE (3) SIGNED & SEALED
<br />5335 8TH ST SETS FOR PERMIT SUBMISSION
<br />ZEPHYRH ILLS, FLORIDA33542
<br />(813) 780-0020 - PHONE
<br />(813) 780-0021- FAX
<br />BUILDING: FLORIDA BUILDING CODE, BUILDING - 2004 W/ 2006 SUPPLEMENTALS]
<br />FIRE: FLORIDA FIRE PREVENTION CODE - 2004 W/ 2006 SUPPLEMENTALS
<br />CHAPTER 36 - (NFPA 1 & NFPA 101 W/ STATE FIRE MARSHAL AMENDMENTS)
<br />PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2004 W/ 2006 SUPPLEMENTALS
<br />MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL-2004 W/ 2006 SUPPLEMENTALS
<br />ELECTRICAL: FLORIDA BUILDING CODE, BUILDING - 2004 W/ 2006 SUPPLEMENTALS
<br />CHAPTER 27 - (NFPA 70, NATIONAL ELECTRIC CODE)
<br />FUEL/GAS: FLORIDA BUILDING CODE, FUEL/GAS - 2004 W12006 SUPPLEMENTALS
<br />ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2004 W/ 2006 SUPPLEMENTALS
<br />CHAPTER 11 - (FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION).
<br />ENERGY: FLORIDA BUILDING CODE, BUILDING - 2004 W/ 2006 SUPPLEMENTALS
<br />CHAPTER 13 - (FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION).
<br />BUILDING AND CONSTRUCTION DATA
<br />OCCUPANCY CLASSIFICATION (FBC 309) GROUPS M - MERCANTILE
<br />CONSTRUCTION TYPE (FBC TABLE 601) TYPE II-B, NEW CONSTRUCTION,
<br />SPRINKLERED
<br />MAXIMUM HEIGHT AND AREA (FBC TABLE 503) HEIGHT - 55'-0" AREA -12,500 SF*
<br />ACTUAL HEIGHT = 38'4' (SINGLE STORY)
<br />ACTUAL AREA = 15,137 SF
<br />*THE PUBLIX AND ADJACENT RETAIL BUILDINGS ARE
<br />CLASSIFED AS UNLIMITED AREA AS ALLOWED BY FBC 507
<br />FIRE RATING REQUIREMENTS
<br />FIRE RATING REQUIREMENTS FOR CONSTRUCTION TYPE II-B (FBC 601 & 602)
<br />ELEMENT REQUIRED FIRE RATING
<br />STRUCTURALFRAME OHR
<br />NON BEARING EXTERIOR WALLS 0 HR
<br />NON BEARING INTERIOR WALLS 0 HR
<br />FLOOR CONSTRUCTION 0 HR
<br />ROOF CONSTRUCTION 0 HR
<br />OTHER FIRE RATING REQUIREMENTS
<br />TENANT SEPARATION TENANTS SHALL BE SEPARATED BY A MIN 1 HR FIRE BARRIER
<br />THE SCOPE OF WORK SHOWN IN THIS SET OF DRAWINGS IS FOR SHELL ONLY. INTERIOR
<br />TENANT DEMISING WALLS ARE NOT BEING PROVIDED AS PART OF THIS WORK. DEMISING
<br />WALLS SHALL BE PROVIDED AS PART OF THE FUTURE TENANT INTERIOR BUILD OUT.
<br />THE FRONT WALLS OF THE BUILDING SHALL BE A 1 HR FIRE RATED WALL IN ORDER TO
<br />SEPARATE THE INTERIOR OF THE BUILDING FROM THE CANOPY.
<br />THE BUILDING WILL BE SEPARATED FROM ANY ADJACENT BUILDINGS BY A MASONRY
<br />WALL WITH A MINIMUM 2 HR FIRE RATING. REFER TO THE UL DETAILS ON A122.
<br />INTERIOR FINISHES, FBC 803 INTERIOR FINISHES SHALL BE PROVIDED AS PART
<br />OF THE FUTURE TENANT INTERIOR BUILD OUT
<br />FIRE PROTECTION SYSTEMS, FBC 900
<br />SPRINKLERS, FBC 903 DESIGN STANDARD NFPA 13 AS
<br />MODIFIED BY NFPA 231, NFPA 231C
<br />B-K OCCUPANCY REQUIREMENTS FBC 903.2.5 FIRE SPRINKLERS REQUIRED IN GROUP M
<br />WHEN GROSS AREA > 12,000 SQ. FT.
<br />(REQUIRED)
<br />FIRE ALARMS, FBC 907.2.7 FIRE ALARMS REQUIRED IN GROUP M
<br />WHEN OCCUPANT LOAD > 500
<br />(REQUIRED)
<br />IN ORDER TO QUALIFY FOR THE UNLIMITED AREA ALLOWANCE, THIS BUILDING SHALL HAVE A FULL
<br />FIRE SPRINKLER SYSTEM. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR THE DESIGN
<br />AND CONSTRUCTION OF THE FIRE SPRINKLER SYSTEM. THE CONTRACTOR SHALL SUBMIT SIGNED
<br />AND SEALED SHOP DRAWINGS TO THE LOCAL JURISDICTION AS REQUIRED FOR PERMITTING.
<br />BY CODE, THIS BUILDING IS REQUIRED TO HAVE FULL FIRE ALARM SYSTEM. THE CONTRACTOR
<br />SHALL PREPARE DRAWINGS FOR DESIGN AND CONSTRUCTION OF THE SYSTEM. THE
<br />CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS TO THE LOCAL JURISDICTION
<br />AS REQUIR: .-OR PERMITTING.
<br />MEANS OF EGRESS, FBC 1000
<br />OCCUPANCY MERCANTILE (GRADE FLOOR AREAS)
<br />OCCUPANT LOAD, FBC TABLE 1004.1.2 1 PERSON 130 SF (GROSS)
<br />MAX. TRAVEL DISTANCE (SPRINKLERED) 250 FT. MAX.
<br />EGRESS WIDTH/PERSON SERVED 0.2"- LEVEL
<br />MINIMUM CLEAR OPENING DOORS 32"
<br />MINIMUM NUMBER OF EXITS, FBC 1018.1 2 WHEN OCCUPANT LOAD 1-500
<br />3 WHEN OCCUPANT LOAD 501-1,000
<br />EGRESS WIDTH # OF EXITS
<br />BLDG GROUP SIZE OCCUPANCY LOAD (REQ'D I PROV'D) (REQ'D I PROV'D)
<br />B_J B M 15,137 SF 1 / 30 (GROSS) 505 101" / 192" 3I 6
<br />PLUMBING, MINIMUM FACILITIES, PFBC, PLUMBING, TABLE 403.1. ALL PLUMBING FIXTURES WILL.
<br />BE PROVIDED AS PART OF THE FUTURE TENANT INTERIOR BUILD OUT
<br />Legend
<br />SYMBOL
<br />DESCRIPTION
<br />1 (;
<br />�1
<br />EMERGENCY LIGHT,
<br />RE: ELECTRICAL DWGS
<br />®
<br />EXIT LIGHT,
<br />RE: ELECTRICAL DWGS
<br />®
<br />DOOR NUMBER RE. SHT. A601
<br />O
<br />STOREFRONT WINDOW SYSTEM
<br />RE. SHT. A601
<br />—
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<br />FIRE EXTINGUISHER,
<br />WALL MOUNTED (F.E.)
<br />RE: NFPA
<br />65'
<br />32"
<br />160
<br />EGRESS DISTANCE (FEET)
<br />EGRESS WIDTH (INCHES)
<br />EGRESS CAPACITY (PEOPLE)
<br />-
<br />7� KEY PLAN
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