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RENOVATIONS FOR NEW LOCATION
<br />MEALS ON WHEELS PASCO COUNTRY
<br />GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNEC TO CONFORM TO THE 2017 FLORIDA BUILDING CODE
<br />6TH EDITION
<br />T L HANSON & ASSCCIA.TES INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL
<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 />+32.3/-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 />+35.31-47.2
<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 RESPONSIE I°LE 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 />T L HANSON & ASSOCIATES INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL
<br />ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
<br />NOR PERFORMING ANY SOIL TESTING.
<br />SOIL TERMITE TREATMENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, 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 F..-,!S RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE i REATMv ::NT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
<br />DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
<br />BUILDING DATA:
<br />USE AND OCCUPANCY: MIXED
<br />BUSINESS GROUP B 4117 SQ. FT.
<br />ASSEMBLEY A-2 FUTURE 2169 SQ. FT.
<br />TOTAL AREA
<br />6286 SQ. FT.
<br />NO ADDITIONAL AREA ADDED TO BUILDING
<br />INTERIOR RENOVATIONS ONLY
<br />TYPE CONSTRUCTION: VB
<br />FIRE PROTECTION: NON SPRINKLED
<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 SQ. 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 />PLUMBING PEF2017 FLORIDA BUILDING CODE
<br />PLUMBING 6TH EDITION CHAPTER 4, TABLE 403.1.
<br />_- D E S I G N S I N C
<br />BUILDING DESIGNS
<br />13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523
<br />OFFICE 352-523-2077 FAX 352-567-2070
<br />38120 15TH AVE
<br />ZEPHYRHILLS, FLORIDA
<br />SITE LOCATION MAP JOB SITE
<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 69A-3/012 (6)
<br />BUILDING HAS WOOD ROOF SYSTEM
<br />LIGHT FRAME CONSTRUCTION SIGN 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 />NONSPRINKLERED
<br />GROUP
<br />Inferior exit stairways and ramps.
<br />and exit passageways" °
<br />Corridors and
<br />enclosure for exit
<br />access stairways
<br />and ramps
<br />Rooms and
<br />i enclosed
<br />I spaces`
<br />Interior exit stairways and
<br />rampsand eways, o
<br />passageways'
<br />Corridors and
<br />enclosure for exit
<br />access s mrp'says
<br />and ram s
<br />Rooms and
<br />enclosed
<br />spaces`
<br />A-1 & A-2
<br />B
<br />---Cq
<br />B
<br />C
<br />A
<br />Ad
<br />B°
<br />A-Y, A-4, A->
<br />.a
<br />B, H. NI, R-I
<br />B
<br />C
<br />C
<br />A
<br />B
<br />C
<br />F
<br />C
<br />C
<br />C
<br />B
<br />C
<br />C
<br />H
<br />B
<br />B
<br />Cr
<br />A
<br />A
<br />B
<br />I -I
<br />B
<br />C
<br />C
<br />A
<br />B
<br />B
<br />I--2
<br />B
<br />B
<br />B"'
<br />I A
<br />A
<br />B
<br />I-3
<br />A
<br />Al
<br />C
<br />A
<br />A
<br />B
<br />I-4
<br />B
<br />B
<br />B" '
<br />A
<br />A
<br />B
<br />I
<br />R-2
<br />C:
<br />C
<br />C
<br />B
<br />B
<br />C
<br />R-�
<br />C
<br />C
<br />C
<br />C
<br />C
<br />C
<br />s
<br />C
<br />C
<br />C
<br />B
<br />B
<br />C
<br />IJ
<br />No restrictions
<br />No restrictions j
<br />For SI: 1 inch = 25.4 mm, 1 square foot = 0.0929m-.
<br />a. Class C interior finish materials shall be permitted for wainscotting or paneling 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 base and fireblocked as required by Section 803.13:1.
<br />b. In other than Group 1-3 occupancies in buildings less that. three stories above made plane, Class B interior finish for nonsprinldered buildings and Class C
<br />interior finish for sprindlered bulldings.shall be permitted in interior exit stairways and ramps.
<br />c. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions_ Where afire -resistance rating is required for structural
<br />elements, the enclosing partitions shall extend from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the
<br />rooms or spaces on both sides shall be considered one. In determining the applicable requirements for rooms and enclosed space,, the specific occupancy
<br />thereof shall be the governing factor regardless of the group classification of the building or structure.
<br />d. Lobby areas in Group A-1. A-2 and A-3 occupancies shall not be less than Class B materials.
<br />e_ Clatis C interior finish materials shall be permitted in places ofassembly with an occupant load of 300 persons or less.
<br />f. For places of religious worship, wood used for ornamental purposes, trusses, paneling or chancel furnishing shall be permitted.
<br />g. Class B matc
<br />h. Class C inter
<br />i. Chrss C inter
<br />; Class B naau to finished floor in corridors and exit access stairways and
<br />tamps.
<br />k. Finish mater
<br />L. Applies he .3.1.1 or 903.3.1.2.
<br />RYMAN CONSTRUCTION INC
<br />36413 STR RD 54
<br />ZEPHYRHILLS, FL 33541
<br />OFFICE 813-782-0825
<br />PLAN INDEX:
<br />SHEET B 1 : EXISTING BUILDING FLOOR PLAN
<br />SHEET B 2: DEMOLITION BUILDING FLOOR PLAN
<br />SHEET B 3: PROPOSED BUILDING FLOOR PLAN
<br />DOOR SCHEDULE
<br />CUT DOOR OPENING DETAIL
<br />INTERIOR WOOD WALL DETAIL
<br />WOOD FIRE WALL DETAIL
<br />SHEET E1 : EXISTING ELECTRICAL DRAWINGS
<br />SHEET E2 : PROPOSED ELECTRICAL DRAWINGS
<br />SHEET M1 : MECHANICAL DRAWINGS
<br />SHEET P1 : PLUMBING DRAWINGS
<br />�% 41k
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<br />(352) 521-5540
<br />T. L. H,4N&ON
<br />4 ,4550CIATES/ INC;,
<br />CO141SULTING ENGINEERS
<br />EN&INEERING; 5U6INE88 NO. E55030
<br />Post Office Box 1-728
<br />Dade City, Florida 33526
<br />THOMA5 L. HAN50N, PE 35654
<br />
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