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GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2017 FLORIDA BUILDING CODE
<br />6TH EDITION
<br />ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
<br />OF THIS STRUCTURE.
<br />THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOADS:
<br />FLOOR:
<br />LIVE LOAD - 50 P.S.F.
<br />DEAD LOAD - 10 P.S.F.
<br />ROOF:
<br />LIVE LOAD - 20 P.S.F.
<br />DEAD LOAD - 10 P.S.F.
<br />WIND:
<br />BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2017 FLORIDA
<br />BUILDING CODE 6TH ADDITION SECTION 1609
<br />WIND DESIGN ASSUMPTIONS:
<br />BUILDING EXPOSURE - B
<br />BUILDING RISK CATEGORY - II
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT & EXPOSURE ADJUSTMENT
<br />COEFFICIENT = 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT = +!- 0.18
<br />WIND SPEED SHOWN AT THE BOTTOM RIGHT
<br />CORNER OF THIS SHEET
<br />SOIL BEARING & COMPACTION
<br />COMPONENT & CLADDING WIND LOADS
<br />ALL OTHER
<br />BUILDING
<br />ROOF OVERHANG
<br />COMPONENT
<br />ZONE
<br />LOADS
<br />LOADS
<br />1
<br />N/A
<br />+32.3i-35.3
<br />2
<br />-65.7
<br />+32.3/-56.2
<br />3
<br />-110.6
<br />+32.3/-89.0
<br />4
<br />N/A
<br />+35.3/-38.2
<br />5
<br />N/A
<br />+35.3/-47.2
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
<br />(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
<br />ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
<br />FOUNDATION LOADING.
<br />ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGiNEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SiTE
<br />NOR PERFORMING ANY SOIL TESTING.
<br />ARKAY ENGINEERING, INC. SHALL NOT BE RESPONISiBLE FOR THE SITE SOILS ABILITY TO SUPPORT
<br />THE BUILDING LOADS.
<br />SOIL TERMITE TREATMENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED T. ERMITICIDES, INCLUDING PESTICIDES
<br />APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
<br />A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
<br />SHALL STATE
<br />"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
<br />DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
<br />BUILDING DATA -
<br />IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />ABOVE DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
<br />OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
<br />BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
<br />MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
<br />BACKFILLING & COMPACTION ARE COMPLETE
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
<br />(INCLUDING ANY BOXED OR FORMED AREAS) -
<br />BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
<br />ADEQUATE SIZE & DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
<br />INITIAL TREATMENT.
<br />A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
<br />SHALL BE REQUIRED
<br />ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
<br />MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
<br />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
<br />BUILDING SIDEWALLS
<br />AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
<br />AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
<br />FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
<br />WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
<br />FOR FUTURE TERMITE INFESTATIONS
<br />SAFETY GLAZING:
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
<br />GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
<br />(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
<br />ASSEMBLIES.
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
<br />ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
<br />THAN 60 INCHES ABOVE THE DRAIN INLET
<br />(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
<br />CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
<br />FINISHED FLOOR OR WALKING SURFACE.
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
<br />CONDITIONS:
<br />A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SO. FT.
<br />B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
<br />C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
<br />D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
<br />PLANE OF THE GLAZING.
<br />USE AND OCCUPANCY. -
<br />LOW HAZARD FACTORY INDI.'STPI.A.L GROUP F2
<br />REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
<br />THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
<br />TOTAL AREA 5400 SO. - . 1A,AREHOUSE PER TABLE 1004. 1.2 500 GROSS e 11 PEOPLE
<br />TYPE CONSTRUCTION: 1 I B
<br />FIRE PROTECTION: NON SPRINKLED
<br />PLUMBING PER 2017 FLORIDA BUILDING CODE
<br />PLUMBING 6TH EDITION CHAPTER 4, TABLE 403.1.
<br />(352) 521-5848
<br />T, L. HANSON
<br />4 4ee0CIATEe/ INC;,
<br />CONSULTING ENGINEERS
<br />ENGINEERING IBUSINESS NO, EE35830
<br />Post Office Box 1128
<br />Dade City, Florida 3352�o
<br />THOMAS L. HANSON, PE 38654
<br />K & K GLASS INC
<br />ZEPHYRHILLS. FLORIDA
<br />SITE LOCATION MAP
<br />6TH EDITION FLORIDA FIRE PREVENTION
<br />6TH EDITION 2017 FLORIDA BUILDING CODE
<br />6TH EDITION 2017 FLORIDA ACCESSIBILITY CODE
<br />6TH EDITION 2017 FLORIDA ENERGY CONSERVATION CODE
<br />6TH EDITION 2017 FLORIDA MECHANICAL CODE
<br />6TH EDITION 2017 FLORIDA PLUMBING CODE
<br />2017 NFPA 10 (STANDARD FOR PORTABLE FIRE EXTINGUISHERS)
<br />2014 NATIONAL ELECTRICAL CODE (NFPA 70)
<br />CONTRACTOR TO PROVIDE TACTICAL SIGNS AS PER NFPA 1:14.14.1.3
<br />CONTRACTOR TO PROVIDE SIGNS DESIGNATING TYPE OF
<br />ROOF CONSTRUCTION PER. FAC 6QA-3/012 (6)
<br />BUILDING HAS STEEL ROOF SYSTEM
<br />LIGHT FRAME CONSTRUCTION SIGN NOT REQUIRED
<br />CONTRACTOR TO PROVIDE UL 1037 APPROVED ACCESS BOX PER NFPA 1:18.2.2.1
<br />RESTROOM FLOORS TO BE A NON ABSORBENT MATERIAL
<br />RESTROOM WALLS TO BE A NON ABSORBENT MATERIAL
<br />MINIMUM 60" ABOVE FINISH FLOOR
<br />INTERIOR FINISHES
<br />TABLE 803.11
<br />INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY'`
<br />�. SPRINKLERED'
<br />CROUP _
<br />Interior exit stairways and ramps
<br />and exit passageways''
<br />,a- s
<br />- - -
<br />a-4, A-5 B
<br />Corridors and
<br />i enclosure for exit
<br />! access stairways
<br />and ramps
<br />NONSPRINKLERED
<br />Corridors and !i
<br />Rooms and
<br />enctosure for exit
<br />enclosed
<br />! access stairways
<br />I and ramps spaces`
<br />I Rooms and
<br />j enclosed
<br />I I
<br />spaces` I
<br />I Interior exit stairways antd
<br />ramps and cell
<br />passageways'' c
<br />:�
<br />B
<br />C
<br />A' B°
<br />-
<br />B
<br />C
<br />A
<br />--
<br />A° C
<br />h. F', M. R-1
<br />R-4
<br />B
<br />C
<br />C _
<br />C
<br />A
<br />A
<br />1 B
<br />B
<br />C
<br />B
<br />B
<br />C
<br />1'
<br />C
<br />C
<br />C s
<br />C c
<br />C I A
<br />r l
<br />— 1-3
<br />1-1
<br />I
<br />B
<br />B
<br />A
<br />B
<br />c
<br />F-- B
<br />Ai —!
<br />- -B
<br />I B B
<br />-- A---, B
<br />A B
<br />I Fib., I A
<br />C A
<br />I' B.-_A —
<br />A B
<br />-R-z —
<br />-C—
<br />I C
<br />C
<br />C
<br />C-
<br />i C B —�
<br />8 C
<br />R-3
<br />C C
<br />I C B
<br />C C
<br />S
<br />C I'
<br />B C
<br />�-
<br />-- -- - -- - --- - --
<br />No resmcnons No restrictions i
<br />For SI; I inch = 25.4 ntm, I square foot = 0.002c rn
<br />a. Class C interior finish materials shall be pennitt•_d fur �camscwdng u- pan.lier of not more than 1.000 square feet of applied surface area in the grade lobby
<br />where applied directly to a noncombustible base or over furring strips applied to a noncombustible bale and fireblocked as required by Section 803.13.1.
<br />b. in, ?. - Ciroup 1-3 occupancies in buildings less that. three stories above grade plane. Class B interior finish for nonsprinklered buildings and Clans C
<br />int, r. for sprirtklered buildings shall be pear iced it interior exit stairways and ramps.
<br />c. Rc•,,.:, r rooms and enclosed space,, shall he bated apon ,paces encioned by parbtiuus. Where a fire-resi�iance rating is required for .structural
<br />i sing partitions shall extend from the floor to tae ceiling.. Partitions that do not comply with thi; shall lie considered enclosing spaces and the
<br />sides shall be cousidered one. In determining the applicable requirement, for rooms and crclosed spaces, the specific occupancy
<br />m n t'actor regardless of the group classification of the building or structure.
<br />d. L: 1, ,d A-3 occupancies shall not be less than Class B materials.
<br />e. (' . !: n r. :i -rill be permitted in pl: ces of assembly with an occupant load of' N) persons or less.
<br />f. F - <!ous is, wood used for ornamental purposes, trusses, paneling o- chancel furnishing shall be permitted.
<br />req1111C,1 . i,ere the building exceeds two stories.
<br />u rash materials shall be pennitted in administrative spaces.
<br />>, < "17 !lnish materials shall be permi-.ted in Torun% with a capacity of four persons or less.
<br />j. Class B materials shall be permitted as wainscotting extending not more than -18 inches above the finished floor in corridors and exit access stairways and
<br />ramps.
<br />k. Finish materials as provided for in other sections of this erode.
<br />L Applies when protected by an automatic sprinxler system installed in accordance with Section 903.3.1.1 or 903.3.13.
<br />Ftzv;x k.A n: I d
<br />3
<br />BUILDING DESIGNS
<br />13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523
<br />OFFICE 352-523-2077
<br />PLAN INDEX:
<br />SHEET B 1 : BUILDING FLOOR PLAN
<br />SHEET B 2: EXTERIOR ELEVATIONS
<br />SHEET B 3: EXTERIOR ELEVATIONS
<br />SHEET S 1 : FOUNDATION PLAN
<br />FOOTING DETAILS
<br />SHEET S 2 -. BUILDING CUT SECTION DETAIL
<br />LOADING DOCK CUT SECTION DETAIL
<br />LOADING DOCK STAIR DETAIL
<br />LOADING DOCK WALL SECTION DETAIL
<br />SHEET P 1 : SANITARY PLAN
<br />WATER LINE PLAN
<br />FIXTURE DETAILS
<br />PLUMBING SCHEDULE
<br />SHEET E1 : POWER & LIGHTING PLAN
<br />SHEET E2 : ELECTRICAL NOTES
<br />RISER DIAGRAM
<br />ELECTRICAL SYMBOLS
<br />PANEL SCHEDULE
<br />LOAD CALCULATIONS
<br />SHEET E3 : LIFE SAFETY PLAN
<br />SHEET E4 : PHOTOMETRIC PLAN
<br />9bbby2.t/
<br />Eft �
<br />,4RfGAy ENGINEERING INC:.
<br />structural engineers
<br />IS58 E, Edgewood Drive, Lakeland F 133803
<br />Phone 863-688-6500 Fax 86340884055-7
<br />f State of Florida Certificate of Authorization M E56341
<br />Richard L Kiddey P,E, - Florida License # 312S&
<br />1�o I r
<br />ARKAY JOB ;r 19064
<br />
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