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PROJECT SUMMARY
<br />FLORIDA PRODUCT DATA INDEX
<br />ED STAR CKS
<br />E
<br />o
<br />A 4
<br />SH LL CONSTRUCTION
<br />GALL BLVD AND DAUGHTERY ROAD
<br />�o ZEPHYRHILLS, FL
<br />THE SCOPE OF WORK PROPOSED UNDER THIS PERMIT INCLUDES ALL CONSTRUCTION NECESSARY FOR THE SWELL
<br />CONSTRUCTION OF A BUILDING (2,515 SF) FOR ASSEMBLY OCCUPANCY. PLANS FOR CONSTRUCTION INCLUDE ALL
<br />STRUCTURAL COMPONENTS (EXCEPT FLOOR SLAB) AND FINISHES THAT COMPRISE THE BUILDING ENVELOPE.
<br />PLANS ALSO INCLUDE THE NECESSARY UTILITY STUB -INS FOR SANITARY SEWER AND DOMESTIC WATER AND
<br />ELECTRICAL POWER. IT 15 ANTICIPATED THAT THE 5TAR5UCK5 INTERIOR FINISH -OUT WILL BE BE CONSTRUCTED
<br />SIMULTANEOUSLY, UNDER SEPARATE PERMIT. SAID PLANS AND CONSTRUCTION WILL INCLUDE PERMANENT
<br />POWER, EXIT/EMERGENCY LIGHTING, ETC.
<br />UNDER THE TERMS OF THE LEASE WITH STARBUCKS, THE LANDLORD WILL BE RESPONSIBLE FOR ADDITIONAL
<br />WORK INCLUDING, BUT NOT LIMITED TO, THE INSTALLATION OF ROOFTOP HVAC UNITS. IN ORDER TO FULLY AND
<br />ACCURATELY DOCUMENT SUCH WORK, PLANS FOR STARBUGKS INTERIOR FINISH -OUT MUST BE COMPLETED
<br />(CURRENTLY IN PRODUCTION BY OTHERS). UPON RECEIPT OF TENANT PLANS, REVISIONS WILL BE MADE TO
<br />THESE SHELL DOCUMENTS WHICH WILL FULLY DOCUMENT ALL LANDLORD RESPONSIBILITIES. ACCORDINGLY,
<br />REVISIONS WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO
<br />CONSTRUCTION. IT IS THE LANDLORD'S INTENT TO BEGIN THE PROCESS FOR REVIEW AND PERMIT OF THE
<br />SWELL DOCUMENTS PROVIDED HEREIN IN ORDER TO MEET OBLIGATIONS FOR DELIVERY OF THE BUILDING.
<br />THE ABOVE -MENTIONED CONSTRUCTION DRAWINGS FOR STARBUCKS INTERIOR FINISH -OUT SHALL BE SUBMITTED
<br />TO THE AUTHORITY HAVING JURISDICTION FOR APPROVAL AND PERMIT PRIOR TO CONSTRUCTION (BY OTHERS).
<br />PRODl1CT CATEGORY
<br />SUB CATEGORY
<br />MANUFACTURER
<br />R. APPROVAL NO.
<br />DATE
<br />PAS WAILS
<br />ALUM 90(WACTI
<br />YKK AP AM,M
<br />R-M216-RB
<br />02/0709
<br />DQ13i0R DOORS
<br />ALUM BJiRW ES VACT)
<br />YW AP AMMA
<br />R- 4- R4
<br />0Er
<br />CD&Emk STR DOORS
<br />CECO DOOR PRODUCTS
<br />R
<br />07/27/15
<br />AOOFNG
<br />%G11-fty ROOI7G SYSTHu6 (Tpp)
<br />ARESTONE UM PRODUCTS CQ
<br />FL102644i12
<br />06/23/15
<br />WNDaVVS
<br />PASS TFFU
<br />FIEADY ACCESS
<br />R 510243
<br />06/23/15
<br />THE PRODUCTS LISTED ABOVE ARE THE BASIS OF DESIGN
<br />THE CONTRACTOR SHALL MAKE AVAILABLE TO THE BUILDING INSPECTOR DOCUMENTATION NECESSARY TO
<br />VERIFY THAT ALL COMPONENTS REQUIRING PRODUCT APPROVAL PER FS 553.842 ARE IN COMPLIANCE WITH
<br />PRODUCT APPROVAL INSTALLATION REQUIREMENTS
<br />PROJECT CODE DATA
<br />GENERAL NOTES
<br />PROJECT TEAM
<br />DRAWING INDEX
<br />APPLICABLE CODES
<br />• FLORIDA BUILDING CODE -BUILDING (6TH EDITION)
<br />• FLORIDA BUILDING CODE -ACCESSIBILITY (6TH EDITION)
<br />• FLORIDA BUILDING CODE -ENERGY CONSERVATION (6TH EDITION)
<br />• FLORIDA BUILDING CODE -FUEL GAS (6TH EDITION)
<br />• FLORIDA BUILDING CODE -MECHANICAL (6TH EDITION)
<br />• FLORIDA BUILDING CODE -PLUMBING (6TH EDITION)
<br />• FLORIDA FIRE PREVENTION CODE (6TH EDITION)
<br />• NATIONAL ELECTRIC CODE (2014 EDITION)
<br />BUILDING STATISTICS
<br />OCCUPANCY GROUP (A-2) ASSEMBLY
<br />CONSTRUCTION TYPE TYPE VB, UNPROTECTED
<br />FIRE SPRINKLERED NO
<br />FIRE ALARM NO
<br />ALLOWABLE AREA 61000 SF PER FLOOR
<br />PROPOSED AREA 2 515 GROSS SQUARE FT.
<br />No. OF STORIES 1 ALLOWED / 1 PROPOSED
<br />PROPOSED HEIGHT 40'-0" ALLOWED / 22'-8" (TOP OF PARAPET)
<br />OCCUPANT LOAD OCCUPANT LOAD - 72 (PER TENANT'S PLAN 4 CALCULATED LOAD)
<br />OCCUPANT LOAD BASED ON MOST RESTRICTIVE VALUES FROM BOTH THE
<br />BUILDING AND FIRE CODE. AREAS BASED ON TENANT'S FIXTURE PLAN. THE
<br />OCCUPANT LOAD WILL BE FULLY DESCRIBED IN THE TENANTS INTERIOR
<br />FINISH -OUT DRAWINGS TO BE SUBMITTED UNDER SEPARATE PERMIT.
<br />MAXIMUM TRAVEL DISTANCE 200' (UNSPRINKLERED)
<br />MAX. DEAD END CORRIDOR 20' (UNSPRINKLERED)
<br />EGRESS WIDTH REQUIRED .2" PER OCCUPANT = .2" X 72 = 14.4"
<br />EGRESS WIDTH PROVIDED 1501(THREE EXITS)
<br />MINIMUM CORRIDOR WIDTH 36" REQUIRED, NOT APPLICABLE, CORRIDORS TO BE PROVIDED
<br />BY TENANT UNDER SEPARATE PERMIT
<br />MINIMUM STAIR WIDTH NOT APPLICABLE, SINGLE STORY BUILDING PROPOSED
<br />FIRE RATINGS -TABLE 601 PRIMARY STRUCT. FRAMEWORK 0
<br />BEARING WALLS 0
<br />EXTERIOR WALLS AND OPENINGS (SEE BELOW)
<br />FIRE DIVISION WALLS N/A
<br />INTERIOR BEARING WALLS 0
<br />FLOOR CONSTRUCTION N/A
<br />ROOF CONSTRUCTION 0
<br />TABLE 602 - RE I RESISTANCE
<br />F RE T GE RATINGS FOR EXTERIOR
<br />WALLS BASED ON FIRE SEPARATION DISTANCE * WHERE SEPARATION FROM
<br />SEPARATION FIRE WALL OPENING %OPENINGS %OPENINGS PROPERTY LINES EXCEEDS 30
<br />DISTANCE RATING AREA AREA ALLOWED PROPOSED FEET THERE ARE NO LIMITS FOR
<br />EAST > 30' 0 * * NL * UNPROTECTED WALL OPENINGS.
<br />NORTH > 30' 0 * $ NL * CALCULATIONS FOR WALL AREA,
<br />WEST > 30' 0 * * NL * OPENING AREA AND PROPOSED
<br />OPENING PERCENTAGES NOT
<br />SOUTH > 30 0 * * NL * PROVIDED IN SUCH INSTANCES
<br />MIN. FIRE RESISTANCE OF WALLS, PARTITIONS AND OPNG PROTECTIVES
<br />SHAFT ENCLOSURES NOT APPLICABLE
<br />EXIT ACCESS CORRIDORS NOT APPLICABLE
<br />TENANT SEPARATION NOT APPLICABLE
<br />OCCUPANCY SEPARATION NOT APPLICABLE
<br />FLOOR PENETRATIONS NOT APPLICABLE
<br />MINIMUM PLUMBING FIXTURES TOILET ROOMS AND PLUMBING FIXTURES ARE NOT INCLUDED IN THE PROPOSED
<br />SCOPE OF WORK (SHELL CONSTRUCTION ONLY). THESE WILL BE PROVIDED BY
<br />THE TENANT UNDER SEPARATE PERMIT.
<br />CONSTRUCTION DRAWINGS FOR THE INTERIOR FINISH -OUT DOCUMENTS SHALL
<br />BE PROVIDED BY THE TENANT AND SUBMITTED TO THE AUTHORITY HAVING
<br />JURISDICTION FOR APPROVAL AND PERMIT PRIOR TO CONSTRUCTION.
<br />1. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS, WORKMANLIKE MANNER ACCORDING TO BEST TRADE
<br />PRACTICES. MATERIALS AND EQUIPMENT SHALL BE NEW, AND ALL CONSTRUCTION SHALL BE IN GOOD AND
<br />USABLE CONDITION AT THE DATE OF COMPLETION AND/OR OPENING OF THE DEMISED PREMISES FOR BUSINESS.
<br />2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL AUTHORITIES OR
<br />AGENCIES HAVING JURISDICTION AND IN ACCORDANCE WITH THE TENANT'S DRAWINGS AND SPECIFICATIONS.
<br />3. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS OF THE SITE. DISCREPANCIES SHALL BE REPORTED TO
<br />THE ARCHITECT PRIOR TO PROCEEDING W/ CONSTRUCTION.
<br />4. TEMPORARY ELECTRIC POWER AND LIGHTING WILL BE PROVIDED AS REQUIRED. THE TEMPORARY SERVICE MUST
<br />MEET ALL APPLICABLE CODE AND SAFETY REQUIREMENTS.
<br />5. THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE WORK FOR PUBLIC SAFETY AND AGAINST
<br />ACCIDENTS, WEATHER OR ANY OTHER HAZARD WITH LIGHTS AND GUARD RAILS OR BARRICADES AS
<br />APPLICABLE.
<br />6• ALL EXITS SHALL BE MAINTAINED AND SHALL BE OPERABLE FROM THE INSIDE W/OUT SPECIAL KNOWLEDGE OR
<br />EFFORT.
<br />7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LOCATION AND SIZE OF OPENINGS FOR ALL TRADES
<br />CONSTRUCTION DOCUMENTS, INCLUDING SHOP
<br />AND SHALL COORDINATE ALL CONSTRUCTION AS INDICATED BY THE7
<br />DRAWINGS REVISED BY THE ARCHITECT.
<br />8. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY AND REQUIRED PERMITS, FEES, DEPOSITS, ETC.
<br />9. A FIRE EXTINGUISHER 15 REQUIRED DURING CONSTRUCTION. THE CONTRACTOR SHALL MAKE ALL PERSONNEL
<br />AWARE OF ITS LOCATION.
<br />10• THE CONTRACT DOCUMENTS HAVE BEEN PREPARED TO BE COMPLEMENTARY. WHAT 15 REQUIRED BY THE DRAWINGS
<br />SHALL BE REQUIRED BY THE SPECIFICATIONS, AND CONVERSELY. IN THE CASE OF DISCREPANCIES BETWEEN THE
<br />TWO DOCUMENTS CONCERNING QUALITY AND/OR QUANTITY, THE CONTRACTOR SHALL INCLUDE THE BETTER
<br />QUALITY AND/OR GREATER QUANTITY UNLESS OTHERWISE DIRECTED IN WRITING BY THE ARCHITECT. WHERE
<br />SPECIFICATIONS HAVE BEEN OMITTED FOR PARTICULAR ITEM(S), THE CONTRACTOR SHALL EMPLOY THE HIGHEST
<br />STANDARDS ESTABLISHED BY THE MANUFACTURER OF THE ITEM(5) AS THE GUIDELINES FOR PRODUCT HANDLING,
<br />INSTALLATION OR ERECTION AND PROTECTION OF THE COMPONENT ONCE IN PLACE.
<br />DEVELOPER ARCHITECT
<br />EPIC DEVELOPMENT FWH ARCHITECTS, INC.
<br />907 S. FT. HARRISON AVE. 3336 GRAND BLVD., SUITE 201
<br />SUITE 102 HOLIDAY, FLORIDA 34690
<br />CLEARWATER, FLORIDA 33756 ATTN: ADRIENNE BAUER
<br />ATTN: SUE SUGEVIC TEL: (727) 815-3336
<br />TEL: (727) 210-1900 FAX: (727) 815-3337
<br />CIVIL ENGINEER STRUCTURAL ENGINEER
<br />AVID GROUP ACG PROFESSIONAL ENGINEERING
<br />2300 CURLEW RD 1bg12 MELISSA ANN DRIVE
<br />SUITE 201 LUTZ, FLORIDA 33558-8049
<br />PALM HARBOR, FLORIDA 34693 ATTN: ALAN GUENTHER
<br />ATTN: JORGE HERNANDEZ P.E. TEL: (813) 963-1906
<br />TEL: (727) 789-9500 FAX: (813) 489-4666
<br />MECHANICAL A PLUMBING ELECTRICAL ENGINEER
<br />STEPANEK-LEWIS AND ASSOCIATES, INC. CNEHAYEB 4 ASSOCIATES
<br />2257 TWELVE OAKS WAY, SUITE 103 3702 AZEELE STREET
<br />WESLEY CHAPEL, FLORIDA 33544 TAMPA, FLORIDA, 33607
<br />ATTN: MATT LEWIS ATTN: SOUNEIL CHEHAYEB
<br />TEL: (813) 991-1248 TEL: (813) 876-1415
<br />FAX: (813) 876-0913
<br />BUILDING DEPARTMENT
<br />CITY OF ZEPHYRNILLS
<br />5335 8TH STREET
<br />ZEPHYRHILLS, FL 33542
<br />ATTN: COMMERCIAL PLAN REVIEW
<br />TEL: (813) 780-0020
<br />SHT. NO.
<br />DRAWING TITLE
<br />REVISION
<br />•
<br />MAUHM
<br />LOG
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<br />AO
<br />INDEX, VICINITY MAP AND NOTES
<br />CIVIL
<br />1
<br />COVER SHEET
<br />2
<br />NOTES t SPECIFICATIONS
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<br />DEMOLITION PLAN
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<br />HORIT.ONTAL CONTROL PLAN
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<br />PAVING, GRADING AND DRAINAGE PLAN
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<br />UTILITY PLAN
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<br />8
<br />NPDES DETAILS
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<br />SITE DETAILS
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<br />UTILITY DETAILS
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<br />LANDSCAPE PLAN
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<br />LANDSCAPE DETAILS
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<br />PERMIT NOTES
<br />WIND DESIGN CRITERIA
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<br />SIGNAGI&
<br />SIGNAGE DEPICTED IN THESE DOCUMENTS ARE FOR COORDINATION PURPOSES ONLY. IT SHALL BE UNDERSTOOD
<br />THAT ALL EXTERIOR BUILDING MOUNTED AND SITE SIGNAGE WILL BE PERMITTED SEPARATELY, EITHER BY THE
<br />LANDLORD'S SIGN VENDOR OR BY INDIVIDUAL TENANT SIGN VENDORS. AT THAT TIME, COMPLETE DETAILS
<br />INCLUDING, BUT NOT LIMITED TO, SIGN FABRICATION, SIGN INSTALLATION, SIGN AREA AND QUANTITIES, ETC.
<br />WILL BE SUBMITTED FOR PERMIT REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF WORK.
<br />SHOP DRAWINGSi
<br />IT SHALL BE UNDERSTOOD THAT ENGINEERED SHOP DRAWINGS FOR PRE-ENGINEERED ROOF JOISTS SHALL BE
<br />PROVIDED BY MANUFACTURER AND SUBMITTED TO THE BUILDING DEPARTMENT BY THE GENERAL CONTRACTOR.
<br />SAID SHOP DRAWINGS SHALL CONTAIN A STATEMENT FROM THE PROFESSIONAL OF RECORD STATING THAT
<br />HE/SHE HAS REVIEWED THE DRAWINGS AND THAT DRAWINGS ARE IN COMPLIANCE WITH HISIHER DESIGN BY
<br />NAMING THE MANUFACTURER JOB NUMBER AND DATE OF THE PLANS.
<br />'
<br />PERMITSi
<br />SEPARATE PERMITS MAY BE REQUIRED FOR THE AWNINGS AND TRASH ENCLOSURES. SAID PERMITS SHALL BE
<br />OBTAINED PRIOR TO COMMENCEMENT OF WORK ON ANY OF THESE COMPONENTS.
<br />1 ULTIMATE WIND SPEED = 140 MPH (FBC FIGURE 1609A)
<br />2• WIND EXPOSURE "B"
<br />3. BUILDING RISK CATEGORY 11 (PER FBC TABLE 1604.5)
<br />4• INTERNAL PRESSURE COEFFICIENT
<br />(GCpi) = +/- 0.18 TOTALLY ENCLOSED
<br />' (PER ASGE 7-10)
<br />5. COMPONENTS AND CLADDING - REFER TO STRUCTURAL DRAWINGS, 5NEET 50.1 FOR WIND DESIGN CRITERIA
<br />ARCHITECTURAL
<br />AO.1
<br />SPECIFICATIONS
<br />AO.2
<br />SPECIFICATIONS
<br />AO.3
<br />KEYNOTE SCHEDULE
<br />•
<br />AS.1
<br />ARCHITECTURAL SITE PLAN
<br />•
<br />AS.2
<br />MISCELLANEOUS SITE DETAILS
<br />•
<br />A1.0
<br />FLOOR PLAN AND NOTES
<br />•
<br />ALL
<br />ROOF PLAN
<br />•
<br />A1.2
<br />ROOF DETAILS
<br />A1.3
<br />CANOPY AND AWNING DETAILS
<br />A2.0
<br />REFLECTED CEILING PLAN
<br />A3.0
<br />EXTERIOR ELEVATIONS AND EXTERIOR FINISH SCHEDULE
<br />•
<br />A3.1
<br />EXTERIOR ELEVATIONS
<br />•
<br />A4.0
<br />FRAME OPENING SCHEDULE
<br />A4.1
<br />FRAME OPENING DETAILS
<br />A4.2
<br />ENLARGED PLAN DETAILS
<br />A5.0
<br />WALL SECTIONS
<br />FINISH NOTES
<br />FINISH
<br />VICINITY MAP
<br />A5.1
<br />WALL SECTIONS
<br />WALL SECTIONS
<br />1. SUBCONTRACTORS MUST EXAMINE EACH INSTALLATION AREA FOR CONDITIONS THAT MAY INTERFERE WITH
<br />PROPER, TIMELY, OR ACCEPTABLE COMPLETION OF THE WORK AND SHALL NOTIFY THE GENERAL CONTRACTOR OF
<br />UNACCEPTABLE CONDITIONS BEFORE FINISH MATERIAL INSTALLATION. PERFORMANCE OF FINISH WORK INDICATES
<br />ACCEPTANCE OF ALL SUBSTRATE CONDITIONS AND ASSUMPTION OF RESPONSIBILITY FOR COMPLIANCE WITH
<br />MATERIAL INSTALLATION QUALITY STANDARDS.
<br />2. CONTRACTOR TO PREPARE FLOOR SUBSTRATE CONDITIONS WHERE APPLICABLE AS NECESSARY WHERE
<br />( )
<br />DIFFERENT MATERIALS ABUT TO ENSURE SMOOTH AND GRADUAL TRANSITION, FREE FROM TRIP HAZARD OR
<br />EXCESSIVE ELEVATION CHANGE. PROVIDE TRANSITION EDGES AS APPROPRIATE. SUBMIT ACCESSORY OPTIONS,
<br />INCLUDING AVAILABLE FINISH AND COLOR SELECTIONS FOR APPROVAL.
<br />i- i n S' o f. CLEAN � � � S' 15NES
<br />3 Hn EPE NO FLOOR FINhSN IS REQUIRED CONTRACTOR OF HALL i ROVIDE A CLEAN SHOO T I SURFACE FOR FIN
<br />FROVIDED 3Y TENANT.
<br />4. FOR PAINTED / STAINED SURFACES, ADHERE TO INDUSTRY STANDARDS AND USE PRIMERS, PAINT, STAINS,
<br />AND OTHER PRODUCTS AS APPROPRIATE FOR THE CONDITIONS AND SUBSTRATES TO WHICH FINISHES ARE BEING
<br />APPLIED.
<br />5. ALL GWB SURFACES THAT ARE NOT TO BE PAINTED UNDER THE SCOPE OF THIS CONTRACT (PAINT BY
<br />TENANT) ARE TO BE TAPED, MUDDED AND SANDED. WALLS SHALL BE LEFT IN A CONDITION READY FOR
<br />TEXTURE AND PAINT BY TENANT.
<br />6. ACCEPTABLE PAINT MANUFACTURERS ARE BENJAMIN MOORE OR SHERWIN WILLIAMS. REFER TO
<br />SPECIFICATIONS FOR TYPE OF PAINT.
<br />7. ALL COLOR SELECTIONS, IF NOT INDICATED ON PLANS, SHALL BE MADE BY THE TENANT FROM THE'
<br />MANUFACTURER'S STANDARD SELECTIONS PROVIDED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED.
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<br />STRUCTURAL
<br />50.1
<br />STRUCTURAL NIXES
<br />51.1
<br />FOUNDATION PLAN
<br />52.1
<br />ROOF FRAMING PLAN
<br />•
<br />S3.1
<br />WALL SECTIONS
<br />•
<br />54.1
<br />SECTIONS AND DETAILS
<br />54.2
<br />SECTIONS AND DETAILS
<br />MECHANICAL
<br />M1.0
<br />MECHANICAL ROOF PLAN AND SPECIFICATIONS
<br />•
<br />M2.0
<br />MECHANICAL DETAILS AND SCHEDULES
<br />•
<br />PLUMBING
<br />P1,0
<br />PLUMBING PLAN AND SPECIFICATIONS
<br />•
<br />P2.0
<br />PLUMBING SCHEDULES, RISERS AND DETAILS
<br />•
<br />ELECTRICAL
<br />ALL WALL AND CEILING FINISHES SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE SECTION 10.2.3
<br />AND SHALL BE CLASS A OR B IN EXITS AND ENCLOSED CORRIDORS FURNISHING ACCESS TO EXITS; AND
<br />CLASS A, CLASS B OR CLASS C IN OFFICES.
<br />INTERIOR FLOOR FINISHES SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE SECTION 10.2.7 AND
<br />SHALL BE CLASS I OR CLASS 11 IN CORRIDORS AND EXITS
<br />E0.0
<br />ELECTRICAL PROJECT NOTES AND LEGEND
<br />EI,O
<br />ELECTRICAL SITE PLAN
<br />•
<br />El,l
<br />PHOTOMETRIC SITE PLAN
<br />•
<br />E1.2
<br />FIXTURE INFORMATION
<br />•
<br />E2.0
<br />LIGHTING AND POWER PLANS
<br />•
<br />E3.0
<br />POWER RISER DIAGRAM
<br />•
<br />E4.0
<br />ELECTRICAL SPECIFICATIONS
<br />UCAP 19Ii UUUJ3VV
<br />3336 Grand Blvd. Suite 201
<br />Holiday, Florida 34690
<br />Ph. 727. 815. 3336
<br />Fax 727. 815. 3337
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<br />907 S. FT. HARRISON AVENUE
<br />SUITE 102
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<br />CLEARWATER, FL 33756
<br />727-210-1900
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<br />17060
<br />comm. no.
<br />INDEX,
<br />VICINITY MAP
<br />AND NOTES
<br />AO
<br />
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