|
JERRY'S CRYSTAL BAR INC
<br />GENERAL NOTES:
<br />THIS DRAWING HAVE 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 />SLAB:
<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 />SOIL BEARING & COMPACTION:
<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 RESPONSIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
<br />THE BUILDING LOADS.
<br />FOUNDATIONS & SLAB -ON -GRADE:
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA.
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
<br />SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
<br />COMPACTED AND TERMITE POISONED SOIL.
<br />CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 2,500 P S I
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
<br />FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR.
<br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
<br />FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
<br />EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
<br />SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
<br />A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
<br />MASONRY WALLS:
<br />CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
<br />AND SHALL HAVE A MINIMUM FM OF 1,500 P.S.I.
<br />MORTAR SHALL CONFORM TO ASTM C-270 AND SHALL BE EITHER TYPE M OR S.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
<br />FOR #5 REBAR, 30" FOR #6 REBAR & 35' FOR #7 REBAR.
<br />GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
<br />OF 3/8", PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH
<br />OF 2,500 P.S.I. (WHEN TESTED PER ASTM C-1019).
<br />PROVIDE CLEAN -OUT OPENINGS (12 80. IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
<br />THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT.
<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 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 />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 />BUILDING DATA -
<br />POOL TABLE AREA 1064 SQ.FT
<br />STORAGE ROOM 408 SQ- FT.
<br />STAGE AREA
<br />160 SQ.FT_
<br />BAR AREA
<br />480 SO.
<br />FT.
<br />RESTROOMS
<br />528 SQ.
<br />FT.
<br />LIQUOR STORAGE
<br />70 SQ,
<br />FT.
<br />OFFICE
<br />140 SQ.
<br />FT.
<br />WALK IN COOLER
<br />191 SQ-FT_
<br />SEATING AREA
<br />1959 SQ.FT.
<br />OUTDOOR AREA
<br />240 SQ.
<br />FT
<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 ST UCCO 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 AI I WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
<br />AND WI HIN 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 />WIND:
<br />BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2017 FLORIDA
<br />BUILDING CODE, AND 2017 FLORIDA BUILDING CODE 6TH EDITION SECTION 1609.1.1.
<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 = +1- 0.18
<br />WIND SPEED SHOWN AT THE BOTTOM RIGHT
<br />CORNER OF THIS SHEET
<br />ALL STRUCTURAL ELEMENTS, EXTERIOR
<br />WALLS AND INTERIOR WALLS SHALL BE
<br />TYPE V CONSTRUCTION PER FBC 602.5
<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 />+37.0/40.5
<br />2
<br />-75.5
<br />+37.0/-64.5
<br />3
<br />1269
<br />+37.0/-102.2
<br />4
<br />N/A
<br />+40.5/-43.9
<br />N/A
<br />+40.51-54.9
<br />EXTERIOR WINDOWS & DOOR ASSEMBLIES:
<br />ALL EXTERIOR WINDOW & GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
<br />101/IS2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
<br />TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE.
<br />INSTALL ALL WINDOW & DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
<br />TO ACHIEVE THE DESIGN PRESSURES SPECIFIED.
<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 />A0�W11&A8'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
<br />HTHESE COMPARTMENTS EWTHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
<br />THANG¢0 ILVINGEN ANOINDI I AL FIXEDLOR 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 />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 />11 NET =
<br />96 PEOPLE
<br />300 GROSS
<br />= 1.5 PEOPLE
<br />5 NET =
<br />32 PEOPLE
<br />100 GROSS =
<br />5 PEOPLE
<br />N/A
<br />300 GROSS =
<br />1 PERSON
<br />100 GROSS -
<br />1.5 PEOPLE
<br />N/A
<br />15 NET =
<br />130 PEOPLE
<br />15 NET =
<br />16 PEOPLE
<br />TOTAL AREA 5240 SQ.FT. TOTAL OCCUPANCY 282 PEOPLE
<br />USE AND OCCUPANCY: ASSEMBLY A-2
<br />CONSTRUCTION TYPE: VB
<br />FIRE PROTECTION- SPRINKLED PER FBC 2017 6TH EDITION CHAPTER 10 SECTION 903.2-1.2
<br />PLUMBING FIXTURES PER FBC 2017 6TH EDITION PLUMBING TALE 403.1
<br />5707 GALL BLVD
<br />ZEPHYRHILLS, FL 33542
<br />1 \LIVILI V LLJ 1 1 \tJIVI V I I L
<br />6TH
<br />EDITION
<br />FLORIDA FIRE
<br />PREVENTION
<br />6TH
<br />EDITION
<br />2017
<br />FLORIDA BUILDING CODE
<br />6TH
<br />EDITION
<br />2017
<br />FLORIDA
<br />ACCESSIBILITY CODE
<br />6TH
<br />EDITION
<br />2017
<br />FLORIDA
<br />ENERGY CONSERVATION CODE
<br />6TH
<br />EDITION
<br />2017
<br />FLORIDA
<br />MECHANICAL CODE
<br />_ sir
<br />C�
<br />guns"
<br />6TH EDITION 2017 FLORIDA PLUMBING CODE ALL WORK SHALL COMPLY WITH PREVAILING
<br />CODES FLORIDA BUILDING CODE,
<br />2017 NFPA 10 (STANDARD FOR PORTABLE FIRE EXTINGUISHERS) NATIONAL ELECTRIC CODE,
<br />2014 NATIONAL ELECTRICAL CODE (NFPA 70) AND THE CITY OF ZEPHYRHILLS
<br />ORDINANCES
<br />CONTRACTOR TO PROVIDE TACTICAL SIGNS AS REQUIRED
<br />CONTRACTOR TO PROVIDE SIGNS DESIGNATING TYPE OF ROOF CONSTRUCTION
<br />BUILDING HAS STEEL ROOF SYSTEM
<br />LIGHT FRAME CONSTRUCTION SIGN NOT REQUIRED
<br />INTERIOR FINISHES
<br />TABLE 803.11
<br />INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY`
<br />GROUP
<br />SPRINKLERED'
<br />Corridorsand Rooms and
<br />Interior exit stairways and ramps enclosure for exit
<br />enclosed
<br />and exit passageways' access stairways
<br />spaces`
<br />and ramps
<br />NONSPRINKLERED
<br />Interior exit stairways and Corridors and Rooms and
<br />enclosure for exit
<br />ramps and exit enclosed
<br />" access stairways
<br />passageways" spaces`
<br />and ramps
<br />A-i A-2
<br />B
<br />B
<br />C
<br />A
<br />A°
<br />B`
<br />A-3', A4, A-5
<br />B
<br />B
<br />C
<br />C
<br />A
<br />B, B, M. R-1
<br />B
<br />C
<br />A
<br />B
<br />C
<br />R4
<br />B
<br />C
<br />C
<br />C
<br />A
<br />B
<br />B
<br />F
<br />C
<br />C
<br />B
<br />C
<br />C
<br />H
<br />B
<br />B
<br />Cl
<br />A
<br />A
<br />B
<br />L-1
<br />B
<br />- -- B
<br />C
<br />C
<br />A
<br />B
<br />B
<br />1-2 -
<br />B
<br />Bar
<br />A
<br />A
<br />B
<br />I-3
<br />A --
<br />Ai
<br />C
<br />A
<br />A
<br />B
<br />T-4
<br />R-2
<br />B
<br />C
<br />B
<br />- g"
<br />- A
<br />A
<br />B
<br />B
<br />C
<br />C
<br />B
<br />C
<br />R 3
<br />—_ C
<br />C
<br />C
<br />C
<br />C
<br />C
<br />S
<br />C
<br />C
<br />B C
<br />-- - No restrictions
<br />U
<br />- --� No restrictions
<br />For SL I inch = 25.4 mnr, I square foot = 0.0929m'.
<br />a. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than IM)o 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 than dime stories above grade plane, Class R interior finish for nonsprinklered building% and Class C
<br />interior finish for sprinkiered buildings steal be permitted in interiorexit stairways and ramps.
<br />c. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire -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 he considered one. in determining the applicable requirements for rooms and enclosed spaces, the specific uccupancy
<br />thereof shall be the governing factor regardless of the group classification of the building or structure.
<br />d. Lobby areas in Group A-L A-2 and A-3 occupancies shall not be less than Class B materials.
<br />e. Class C interior finish materials shalt be permitted in places of assembly with an occupant load of 300 persons or less_
<br />f. For places of religious worship, wood used for ornamental purposes, tosses, paneling of chancel furnishing shall be permitted.
<br />g. Class B material is required where the building exceeds two stories.
<br />It. Class C interior finish materials shall be permitted in administrative spaces.
<br />i. Class C interior finish materials shall he permitted in rooms with a capacity of four persons or less.
<br />j. Class B materials shall he permitted as wainscotting extending not more than 48 inches above the finished floor in corridors and exit access stairways and
<br />ramps.
<br />k. Finish materials as provided for in other secdons of this code.
<br />L= Applies when protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 9033.1.2.
<br />INTERIOR FINISH SCHEDULE
<br />INTERIOR FINISHES TO BE DETERMINED BY OWNER
<br />RESTROOM FLOORS TO BE A NON ABSORBENT MATERIAL
<br />RESTROOM WALLS TO BE A NON ABSORBENT MATERIAL
<br />MINIMUM48" A.F.F.
<br />PLAN INDEX:
<br />SHEET B 1 BUILDING FLOOR PLAN
<br />SHEET B 2 : HIGH WALL WINDOW LAYOUT PLANL
<br />EXTERIOR DOOR AND WINDOW SCHEDULE
<br />INTERIOR DOOR SCHEDULE
<br />SHEET B 3 : BUILDING ELEVATIONS
<br />SHEET S 1 : BUILDING CUT SECTION DETAIL
<br />INTERIOR WALL SECTION DETAILS
<br />SHEET S 2 : FOUNDATION PLAN
<br />SHEET S 3 : BAR JOIST LAYOUT PLAN
<br />SHEET S 4 : CEILING JOIST PLAN
<br />LINTEL LOAD CHART
<br />LINTEL DETAIL
<br />PRODUCT APPROVAL NUMBERS
<br />SHEET M 1 : HVAC LAYOUT
<br />SHEET M 2 HVAC DETAILS AND SPECIFICATIONS
<br />SHEET E 1 LIGHTING PLAN
<br />SHEET E 2 POWER PLAN
<br />SHEET E 3 PANEL SCHEDULE
<br />LOAD CALCULATIONS
<br />RISER DIAGRAM
<br />ELECTRICAL NOTES
<br />SHORT CIRCUIT
<br />VOLTAGE DROP
<br />ELECTRICAL SYMBOL LEGEND
<br />SHEET LS LIFE SAFETY PLAN
<br />SHEET P1 SANITARY RISER DIAGRAM
<br />SANITARY LINE PLAN
<br />WATER RISER DIAGRAM
<br />SHEET P2 : ADA FIXTURE DETAILS
<br />PLUMBING FIXTURE SCHEDULE
<br />PLUMBING FIXTURE LAYOUT
<br />ADA COUNTER DETAIL
<br />WATER HEATER DETAIL
<br />Al
<br />'S21) 3 ak
<br />SH1'�►-� CDMP DA DS
<br />A� 1- W pFtK ES ANp SiA►`�
<br />NFFA GoD
<br />-4
<br />a�l� DATE -
<br />CITY OF p L SAfEN
<br />F1aE pPl
<br />T, L. HA SON
<br />4 4550C;1ATE5, INC. ANDY ARKA1" ENGINEERING-,: INC.
<br />structural engineers
<br />CON6ULTING NGIN E 5 WATSON 19�3 E. Ed ewood Drive, Lakeland FI 33803
<br />E E R J
<br />ENG!NEERING BUSINE55 NO. E55030 D E S I G N S I N C Phore 8634088-6500 Fax 863-680-655-1
<br />State of E I or i da Certificate of Author i zat i or E8634-1
<br />Post Office Box 1120 RESIDENTIAL AND COMMERCIAL BUILDING DESIGNS 1�/�` _ #
<br />}� I chard L K I dde fi. E, Florida L I serge 3-i256
<br />Dade Gity, Florida 3352ro 13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523 y
<br />(352) 521-5848 TNOMAS L. NAN50N, PE 38654 OFFICE 352-523-2077 FAX 352-567-2070 ARKAY 18739
<br />\)
<br />
|