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1 2 3 4 5 KNOX BOX. COORDINATE 5.2 6 6.1 PUB 44
<br />Code Information RE: STRUCTURAL FOR EXACT LOCATION AND C o
<br />FOR FRAMING INFORMATIONCOMPLETE MOUNTING HEIGHT WITH 1.. 1" 0 ��,, v
<br />CITY OF ZEPHYRHILLS THREE (3) SIGNED & SEALED LOCAL AHJ V) M
<br />5335 8TH ST SETS FOR PERMIT SUBMISSION 12 '-1" ----------- c�
<br />ZEPHYRHILLS, FLORIDA 33542 CONTINUOUS STUD AT „ ' BUILDING ,-�
<br />813 780-0020 - PHONE TOP OF WALL 20-0" 20'-Q' 20'-Q 20'-0" 40'-0 102 . a � N
<br />( ) 3'-4" �1,_4„ EXPANSION ��
<br />(813) 780-0021 - FAX D.S. JOINT
<br />MTL STUD FRAMING w
<br />60QS200-43 @ 16" OC F A201-3 V-4- F -o
<br />� FIRE RISER. RE: FIRE a.j 4�
<br />BUILDING: FLORIDA BUILDING CODE, BUILDING - 2004 W/ 2006 SUPPLEMENTALS]„ „ \�/ „ „ 3-4- � 3 -4 1 PROTECTION DRAWINGS �'' o
<br />FIRE: FLORIDA FIRE PREVENTION CODE - 2004 W/ 2006 SUPPLEMENTALS R-19 BATTEN INSULATION 11-8' 3-4 101.01.3-4 23 3-4 10 0 3-4 11-8 bA o
<br />CHAPTER 36 - (NFPA 1 & NFPA 101 W/ STATE FIRE MARSHAL AMENDMENTS) �.- - -_� 101 ROOF ACCESS LADDER AND Q • 9 w
<br />PLUMBING: FLORIDA BUILDING CODE PLUMBING - 4 W 2 SUPPLEMENTALS \ D. ® HATCH. RE: A502-6 & 7 6
<br />U G 200 / 006 SU L ENTALS GYP BOARD ON BOTH E �, S E . �..� W o o p
<br />MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 2004 W/ 2006 SUPPLEMENTALS SIDES OF FRAMING. / cv ELECTRI AL SERVICE CENTER w o� U
<br />n77
<br />ELECTRICAL: FLORIDA BUILDING CODE, BUILDING - 2004 W/ 2006 SUPPLEMENTALS M® RISE" BUILDING
<br />CHAPTER 27 - (NFPA 70, NATIONAL ELECTRIC CODE) TAPED, SANDED &SEALED ¢ RE: ELE TRICAL PLANSZL2
<br />EX EXPANSION {'' c I
<br />101 1 101 1 102 U
<br />FUEUGAS: FLORIDA BUILDING CODE, FUEL/GAS - 2004 W/ 2006 SUPPLEMENTALS TO THE UNDERSIDE OF JOINT N a o v
<br />THE ROOF STRUCTURE D.S. D.S. AIIA3 �, 3
<br />ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2004 W/ 2006 SUPPLEMENTALS D 72 SQ FT D � - 4 N 3
<br />ABOVE AS PER 1HR FIRE
<br />o. d
<br />CHAPTER 11- (FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION). 2 o `
<br />ENERGY: FLORIDA BUILDING CODE, BUILDING - 2004 W/ 2006 SUPPLEMENTALS RATING REQUIREMENTS.
<br />CHAPTER 13 - (FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION). RE: UL DETAILS U419 & EX FE _` T 1
<br />HW-S-0001 1� - - v
<br />o--
<br />BUILDING AND CONSTRUCTION DATA ° CONTINUOUS STUD TRACK - ___ • .. a e .. _ '- _.
<br />. ° 60OT200-43 -_ -
<br />OCCUPANCY CLASSIFICATION (FBC 309) GROUPS M MERCANTILE --
<br />CONSTRUCTION TYPE (FBC TABLE 601) TYPE II-B, NEW CONSTRUCTION, SPRINKLERED - a a CONCRETE FLOOR SLAB
<br />RE: STRUCTURAL A302-1
<br />MAXIMUM HEIGHT AND AREA (FBC TABLE 503) HEIGHT - 55'-0" AREA-12,500 SF* `2
<br />ACTUAL HEIGHT = 30' -0" (SINGLE STORY) SLAB LEAVE OUT
<br />ACTUAL AREA PUBLIX 54 = 54,817 SF
<br />RETAIL D = 8,600 SF
<br />"THE PUBLIX AND ADJACENT RETAIL RETAIL F = 9,200 SF
<br />BUILDINGS ARE CLASSIFIED AS UNLIMITED TOTAL SF = 72,617 SF a
<br />AREA AS ALLOWED BY FBC 507
<br />FIRE RATING REQUIREMENTS
<br />PULBIX INTERIOR
<br />FIRE RATING REQUIREMENTS FOR CONSTRUCTION TYPE II-B (FBC 601 & 602) RETAIL D RE: PUBLIX PLANS
<br />ELEMENT REQUIRED FIRE RATING
<br />101
<br />A1A3
<br />STRUCTURAL FRAME 0 HR 1 H R Rated Wall 8,600 SQ FT
<br />FIN. FLOOR 1 3.00' MAX EGRESS DISTANCE = 65'
<br />NON BEARING EXTERIOR WALLS 0 HR 2
<br />NON BEARING INTERIOR WALLS 0 HR SCALE: 1 1/2" =1'-0"
<br />FLOOR CONSTRUCTION 0 HR RE: FLOOR PLAN FOR LOCATIONS
<br />ROOF CONSTRUCTION 0 HR
<br />OTHER FIRE RATING REQUIREMENTS C o O O O EM C
<br />TENANT SEPARATION TENANTS SHALL BE SEPARATED BY A MIN 1 HR FIRE BARRIER ~ EM
<br />8" MASONRY WALL
<br />THE SCOPE OF WORK SHOWN IN THIS SET OF DRAWINGS IS FOR SHELL ONLY. NO INTERIOR TENANT DEMISING RE: STRUCTURAL o
<br />WALLS ARE BEING PROVIDED AS PART OF THE SHELL WORK. TENANT DEMISING WALLS SHALL BE PROVIDED
<br />AS PART OF THE FUTURE TENANT INTERIOR BUILD OUT.
<br />CEILING AND DEMISING WALLS ARE NOT APART
<br />THE FRONT WALLS OF BOTH BUILDINGS D & F SHALL BE A 1 HR FIRE RATED WALL IN ORDER TO SEPARATE THE INTERIOR FINISH TO OF THIS SCOPE OF WORK FOR THE
<br />BE PROVIDED AS V-8' SHELL CONSTRUCTION. DEMISING
<br />INTERIOR OF THE BUILDING FROM THE CANOPY. PART OF FUTURE A501-9 WALLS WILL BE PROVIDED AS PART
<br />BUILDINGS D & F WILL BE SEPARATED FROM THE ADJACENT PUBLIX BUILDING BY A MASONRY WALL WITH TENANT INTERIOR OF THE FUTURE TENANT INTERIOR PUBLIX MASONRY WALL TO BE HAVE
<br />A MINIMUM 2 HR FIRE RATING. REFER TO THE PUBLIX SHELL DRAWINGS FOR WALL CONSTRUCTION DETAILS. BUILD OUT BUILD OUT DRAWINGS.
<br />A MIN 2 HR FIRE RATING. RE:
<br />N
<br />EXTERIOR FINISH PUBLIX SHELL DRAWINGS FOR
<br />INTERIOR FINISHES, FBC 803 INTERIOR FINISHES SHALL BE PROVIDED AS PART RE: ELEVATIONS FRAMED AREAS OF ENTIRE FRONT CONSTRUCTION INFORMATION
<br />OF THE FUTURE TENANT INTERIOR BUILD OUT M WALL ABOVE AND BESIDE THE
<br />COREFILL 500 FOAM O
<br />FIRE PROTECTION SYSTEMS, FBC 900 INSULATION IN ALL STOREFRONT WINDOWS TO BE 1 HR
<br />MASONRY CELLS NOT
<br />SPRINKLERS, FBC 903 DESIGN STANDARD NFPA 13 AS REQUIRED BY STRUCT. CONNECT DOWNSPOUTS
<br />MODIFIED BY NFPA 231, NFPA 231C TO BE GROUT OR o TO STORM SEWER LINE O
<br />OCCUPANCY REQUIREMENTS FBC 903.2.5 FIRE SPRINKLERS REQUIRED IN GROUP M CONCRETE FILLED. r' RE: COORDINATE W! CIVIL
<br />WHEN GROSS AREA > 12,000 SQ. FT. L
<br />(REQUIRED FOR UNLIMITED AREA ALLOWANCE) RE: SIDEWALK PLAN r
<br />FIRE ALARMS, FBC 907.2.7 FIRE ALARMS REQUIRED IN GROUP M FOR ALL SIDEWALK SIM / OPP A501-11 A501-12 A501-12 A501-12 SIM v
<br />WHEN OCCUPANT LOAD > 500 INFORMATION A501-14 A501-17 "GUIDING EXPANSION JOINT o
<br />(NOT REQUIRED) a a J(� ao
<br />a a, B -8' OEX FE 1 O 1 O 1 O 1 O A501-16 EX O g (� J co
<br />IN ORDER TO QUALIFY FOR THE UNLIMITED AREA ALLOWANCE, BOTH BUILDINGS SHALL HAVE A FULL FIRE a CONCR. FLOOR SLAB . L c�
<br />SPRINKLER SYSTEM. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR THE DESIGN AND 1 4 ° RE: STRUCTURAL _ v C
<br />CONSTRUCTION OF THE FIRE SPRINKLER SYSTEM. THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED A -� .v
<br />SHOP DRAWINGS TO THE LOCAL JURISDICTION AS REQUIRED FOR PERMITTING. ° d r, 7111}9 101co M
<br />`� 9U1 101 F01 D.S.SEE PU LIX . E 2 c6
<br />cc
<br />BY CODE, THESE BUILDINGS ARE NOT REQUIRED TO HAVE FULL FIRE ALARM SYSTEMS. BECAUSE THERE IS ACANOP PLANS z L �
<br />FIRE SPRINKLER, FLOW AND TAMPER MONITORING WILL BE REQUIRED. THE CONTRACTOR SHALL PREPARE _ N
<br />:Z_0" 16'-0" M4'0' 16'-0" 4' 0" 16'-0" 4' 0" 16'-0" 4' 0" 0 16'-0" 4'-0" 14'-4" T-8" Z
<br />DRAWINGS FOR DESIGN AND CONSTRUCTION OF THE FIRE ALARM SYSTEM. THE CONTRACTOR SHALL SUBMIT Zv w M H (n
<br />SIGNED AND SEALED SHOP DRAWINGS TO THE LOCAL JURISDICTION AS REQUIRED FOR PERMITTING. SIM / OPP
<br />A501-19
<br />MEANS OF EGRESS, FBC 1000 M `; m A501-15
<br />AA
<br />OCCUPANCY MERCANTILE (GRADE FLOOR AREAS) ¢ a A201-1 N o z
<br />OCCUPANT LOAD, FBC TABLE 1004.1.2 1 PERSON / 30 SF (GROSS) J
<br />MAX. TRAVEL DISTANCE (SPRINKLERED) 250 FT. MAX.
<br />EGRESS WIDTH/PERSON SERVED 0.2"- LEVEL --"� 3'�
<br />MINIMUM CLEAR OPENING DOORS 32" L
<br />MINIMUM NUMBER OF EXITS, FBC 1018.1 2 WHEN OCCUPANT LOAD 1-500 20'-0" 19'-0"
<br />Masonry Wall
<br />M
<br />EGRESS WIDTH OF EXITS2 O 2 3 4 5 5.1 (� M 6 6.1 PUB w
<br />BLDG GROUP SIZE OCCUPANCY LOAD (REQ'D I PROV'D) (REQ'D I PROV'D) SCALE: 1 1/2" =1'-0" � a
<br />D M 8,600 SF 1 / 30 (GROSS) 287 58" / 132" 2/4
<br />RE: FLOOR PLAN FOR LOCATIONS
<br />F M 9,200 SF 1 / 30 (GROSS) 307 62" / 132" 2/4
<br />3Scale Architectural Floor & Life Safety Plan E
<br />PLUMBING, MINIMUM FACILITIES, PFBC, PLUMBING, TABLE 403.1. ALL PLUMBING FIXTURES WILL 1/8"=1'-0" Soil Poisoning for Termite Control � Cn
<br />BE PROVIDED AS PART OF THE FUTURE TENANT INTERIOR BUILD OUT REAR � w
<br />LL
<br />LEFT RIGHT 1. GENERAL J
<br />N1.1 Scope: Furnish all labor, materials and equipment necessary to complete the application E 06
<br />FRONT of soil poisoning for the termite control as specified herein. z
<br />1.2 Contractor's Qualifications: Applicator shall be licensed in the state where the project Q
<br />is located and shall be nationally known company.
<br />1.3 Guarantee: J
<br />a. Termite protection treatment shall be guaranteed for period of five years against termite infestation.51 0
<br />o
<br />Guarantee shall include any yearly renewal costs. Repairs for termite damage paid by termite company. n/
<br />b. At the Owner's option, at the termination of the guarantee, an extension renewal of inspection and service E I..L
<br />treatment shall be made available to the Owner. O
<br />2. PRODUCTS 8 o O
<br />2.1 Materials 2221
<br />V
<br />A. Materials shall be a chemical formulated as an emulsible concentrate for subsequent dilution LL
<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 Q 0
<br />concentration: _
<br />System No. W-L-1001 (June 1.5, 2005) C. Conduit -Nom 6 in. (152 nun) diam (or smaller) steel conduit or nom 4 in (102 nun) diam (or smaller) 1. Premise by Bayer Corporation: 1.0 % applied in water emulsion. -2 N U_ = J
<br />steel electrical metallic tubing 2. Prelude by Zenech Corporation: 1.0 % applied in water emulsion. g Z) N : _
<br />D. Copper Tubing - Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing C. Other Brands of chemical components using one of the following: s u, 06 = U Q
<br />F Ratings -1, 2, 3 and 4 Hr (See Items 2 and 3) T Ratings - 0, 1, 2, 3, and 4 Hr (See Item 3) E. Copper Pipe Nom 6 in. 152 mm dram ` Regular ( )copper pipe. 1. imidacioprid: 0.5 % to 0.1 % Concentration in water emulsion. . CU
<br />F. Through Penetrating Product Flexible Metal Pi) 2. Permethrin: 1.0 % Concentration in water emulsion. Z C' 0 J
<br />RR R - { ) (or smaller Re ar or heavier }, ._
<br />Piping The following types of steel flexible metal gas D. Use treatment solutions which are not injurious to plantings in landscape areas. E w o m m w w
<br />L Rating At Ambient- less than 1 CFM/sq ft L Rating At 400 F - less than 1 CFM/sq fit piping may be used:ROOM e o Y N a w
<br />Finish Schedule �ORNUMBER 3. EXECUTION 1. Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may A_2_A_2 OR NUMBER 3.1 Restrictions: do not apply soil treatment solution until excavating, filling and and grading NAME
<br />m a �
<br />or may not be removed on both sides of floor or wall assembly. OMEGA FLEX INC operations are completed, except as otherwise required in construction operations. to ensure
<br />�- 2. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may penetration, do not apply soil treatment to excessively wet soil or during inclement weather.
<br />or may not be removed on both sides of floor or wall assembly. GASTITE, DIV OF TITEFLEX FLOOR MATERIAL WALL BASE MATERIAL WALL MATERIAL CEILING MATERIAL 3.2 Surface Preparation: Remove foreign matter which could decrease effectiveness of treatment
<br />( ) ( ) g p p g g piping y on areas to be treated. Loosen, rake, and level soil to be treated, except previously compacted 2 cn
<br />e� 3. Nom 1 in. 25 mm diam or Smaller steel flexible metal as piping. Plastic covering onmay SEALED ACOUSTICAL areas under slabs and foundations. Toxicants may apply before placement of compacted fill m > o
<br />v A CONCRETE 1 NONE A PAINT READY 1 LAY -IN TILE y
<br />_ or may not be removed on both sides of floor or wall assembly. WARD MFG INC under slabs, if acceptable to the Architect. QLU
<br />'" " ''' "'" -"'' * - ENAMEL PAINTED PAINTED 00
<br />�. _.......--_..-__..-.__-_ �_ - _.�_._� _.___ 3. Fill, Void or Cavity Material Caulk or Sealant- Min 5/8. , 1-1/4,1-7/8 and 2-1/2 in. (16, 32, 48 and B VCT TILE 2 VINYL B 2 3.3 Application Rates: Apply soil treatment solution as follow:
<br />...... . ,...._..__._,..._.___._........._...._......- - - - ----------• GYPSUM BOARD GYPSUM BOARD a
<br />64 mm) thickness of caulk for 1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush Within building area, with or without slabs -on -grade, at the rate of 1.5 gal. per 10 sq. ft. l W
<br />with both surfaces of wall. Min 1 /4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant C CERAMIC TILE 3 CERAMIC C CERAMIC TILE 3 NONE
<br />Under foundations and footings including horizontal and vertical surfaces of excavations, s w U_
<br />at the rate of 1 gal. per 10 sq. ft. U)
<br />interface at point contact location on both sides of wall. The hourly F Rating of the firestop system is Outside building perimeter in a strip at least 2' wide and under porches, areaway, aprons,
<br />dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following D NOT USED 4 NOT USED D ENAMEL PAINTED 4 NOT USED walks, pads, stair landings, or paved extensions, at a rate of 1 gal. per 5 sq. ft. m-
<br />p y y CONC. BLOCK
<br />table. The hourly T Rating Of the firestop system is dependent upon the type or size of the pipe or conduit Allow not less than 12 hours for drying after application, before beginning concrete
<br />• ` ,,.•�� Y : r� placement or other construction activities. a
<br />2 and the hourly fire rating of the wall assembly in which it is installed, as tabulated below: 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. U
<br />3.5 Re -apply soil treatment solution to areas disturbed by subsequent excavation or other
<br />Max Pipe F T construction activities following application.
<br />"- or Conduit Rating Rating =
<br />A Diam In (mm) Hr Hr U
<br />a
<br />SECTION A --A ;1(25) 1 or 2 0+, 1 or 2 - US HWY 301 KEY PLAN 8
<br />1. Wall AssemblyThe 1 2 3 or 4 hr fire -rated sum wallboard/stud wall assembly shall be constructed (-)
<br />- gypsum y 1 25 3 or 4 3 or 4
<br />of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition N E
<br />Designs in the UL Fire Resistance Directory and shall include the following construction features: 4 (102) 1 or 2 0 Legend
<br />Z
<br />A. Studs - Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel 6 152 3 or 4 0 ; Z
<br />( ) SYMBOL DESCRIPTION ° e 0 O
<br />studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm.) lumber spaced 16 in. (406 mm) OC with _ __ . _ ._. _-,.:__ __. _ - _ E..,._. _ 0 0 Cn In
<br />nom 2 by 4 in. (51 by 102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in, (92 12 (305) 1 or 2 0 ' o
<br />mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (6 10 mm) OC.CO
<br />,......-Cn
<br />® EX EXIT LIGHT
<br />x �
<br />B. Gypsum Board* - Nom 1/2 or 5/8 in. 13 or 16 mm thick 4 ft. 122 cm wide with square or tapered EMERGENCY LIGHTING m Of
<br />YP { ) ( ) q p +When copper pipe is used, T Rating is 0 h. MOUNTED � EM WALL PACK �5� W "'
<br />edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall FIRE _ PUBLIX m al al
<br />be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max EXTINGUISHER o 0 0
<br />3M COMPANY - CP 25WB+ or FB-3000 WT.
<br />diam of opening is 26 in.. (660 mm). �F.F.� = In o 0
<br />2. Through -Penetrant - One metallic pipe, conduit or tubing installed either concentrically or eccentrically ,� MAXIMUM EGRESS PATH /I R AIL 8 �
<br />Bearing the UL Classification MarkLU
<br />within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening FIRE EXTINGUISHER, F
<br />shall be min of 0 in / (0 mm). (point contact) to max 2 in. (51 nun) Pipe, conduit or tubing to be rigidly \\� WALL MOUNTED (F.E.)
<br />supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or FE RE: NFPA
<br />tubing may be used: ® DOOR NUMBER RE. SHT. A601 -
<br />A. Steel Pipe - Nom 24 in. (610 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. + f t f r< f t f t f a o
<br />p ( ) ( )( ) pipe, O STOREFRONT WINDOW SYSTEM y y v m o
<br />B. Iron Pipe - Nom 24 in. 610 mm diam or smaller service weight or heavier cast iron soilnom #
<br />FIN. FLOOR RE. SHT. A601 a t © w o Z Y
<br />12 in 305 mm diam or smaller or Class 50 or heavier ductile iron pressure pipe. a t N aLU
<br />T:E
<br />® WALL TYPE, RE. SHT. A401 g a
<br />4 Fire Extinguisher Detail A121
<br />Scale 1 1/2"=V-0"
<br />1 KOSSIK
<br />
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