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ARCHITECT:
<br />14125 NW 80th AVENUE , SUITE # 303 , MIAMI LAKES, FLORIDA 33016
<br />TELEPHONE: (786) 235-9097 FAX: (305) 821-5911
<br />www.dtiarchitect.com
<br />AA 26001933
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<br />NT5
<br />GENERAL NOTES
<br />1. QUALITY ASSURANGE:
<br />A) USE ADEQUATE NUMBERS OF SKILLED YORKER5 MHO ARE THOROUGHLY TRAINED AND
<br />EXPERIENCED IN THE NEGE55ARY GRAFTS AND MO ARE COMPLETELY FAMILIAR WITH THE
<br />SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR THE PROPER PERFORMANCE OF THE
<br />AORK OF SPECIFIED HEREIN.
<br />B) ALL MATERIALS AND AORKMAN5HIP SHALL BE IN ACCORDANCE KITH THE FLORIDA 13LD(5. CODE
<br />2010 EDIT,
<br />G) COORDINATE DIMENSIONS OF ALL DISCIPLINES WITH ARCHITECTURAL DRAMING5. DO NOT SCALE
<br />DRAMING5
<br />2. SUBMITTALS_
<br />A) PRODUCT DATA: WHERE PRODUCT DATA IS GALLED FOR, PROVIDE THE FOLLOWING AS A MINIMUM:
<br />1) MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER SPECIFIC DIVISION OF WORK.
<br />2) MANUFACTURER'S SPECIFICATIONS AND OTHER DATA NEED TO PROVE GOMPLIANGE WITH THE
<br />SPECIFIED REQUIREMENTS.
<br />3) COLOR AND PATTERN CHARTS 5HOYVIN6 COLORS AND PATTERNS AVAILABLE IN THE SPECIFIED
<br />PRODUGT5 FROM THE PROPOSED MANUR
<br />4) MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES WHICH, WHEN APPROVED BY THE
<br />ARGHITEGT, WILL BECOME THE BASIS FOR AGGEPTIN6 OR RE,EGTIN6 ACTUAL INSTALLATION
<br />PROCEDURES USED ON THE WORK.
<br />3. SITE CONDITIONS:
<br />A) MEASUREMENTS: VERIFY ALL DIMEN51ON5 ON DRAAIW 75 BY TAKING FIELD MEASUREMENTS; PROPER
<br />FIT AND ATTACHMENT OF ALL PART5 15 REQUIRED.
<br />B) SURFACE CONDITIONS: EXAMINE THE AREAS AND CONDITIONS UNDER M4I0H AORK SPECIFIED WILL BE
<br />PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE VORK.
<br />DO NOT PROGEED UNTIL UNSATISFACTORY GONDITION5 ARE CORRECTED.
<br />C) COORDINATION: COORDINATE AS REQUIRED WITH OTHER TRADES TO A55URE PROPER AND ADEQUATE
<br />PROV15ION IN THE WORK OF TH05E TRADES FOR INTERFACE WITH THE WORK SPECIFIED.
<br />4_ ACCEPTABLE MANUFACTURERS:
<br />A) THE SPECIFIED MANUFAGTURER5/PRODUGT5/SY5TEM5 HAVE BEEN ESTABLISHED AS STANDARDS OF
<br />QUALITY, FUNCTION AND DESIGN. ALTERNATE MANUFACTURERS WHICH CAN DUPLICATE THE ITEMS
<br />DETAILED MAY SUBMIT SHOP DRAAING5, EN&INEERIN6/PRODUGT DATA AND SAMPLES FOR
<br />CONSIDERATION.
<br />5. INSTAL LAT ION/APPL (CATION:
<br />A) INSTALL THE WORK SPECIFIED HEREIN IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, THE
<br />APPROVED SHOP DRAMIN65, PERTINENT REQUIREMENTS OF GOVERNMENTAL A6ENGIE5 HAVING
<br />JURI5DICTION, AND THE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AS APPROVED BY
<br />THE ARGHITEGT, ANGHORIN6 ALL COMPONENTS FIRMLY INTO POSITION FOR LONG LIFE UNDER HARD USE.
<br />1) ALL DETAILS AND SECTIONS 5HOWN iN THE CONSTRUCTION DOCUMENTS ARE INTENDED TO BE TYPICAL
<br />AND TO APPLY TO ANY SIMILAR 51TUATION EL5EMHERE IN THE PROJECT, EXCEPT OTHERMI5E INDICATED.
<br />2) ALL CONTRACTORS ARE TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS, MATERIALS AND
<br />QUANTITIES PRIOR TO 5UBMITTIN6 BID. IF DISCREPANCIES ARE FOUND NOTIFY ARCHITECT IMMEDIATELY.
<br />3) GENERAL CONTRAGTOR SHALL CHECK ARC.HITEGTURAL DRAWWGS FOR MALL MOUNTED AND GEILIN6
<br />MOUNTED DEVICES PRIOR TO INSTALLATION OF CEILING, AND SHALL A ,5UME FULL RESPONSIBILITY FOR
<br />THEIR PROPER LOCATIONS.
<br />4) IF CONTRAGTOR/51.86ONTRACTOR FIND IT NECE55ARY TO DEVIATE FROM ORIGINAL APPROVED
<br />PLANS, THEN IT IS THE GONTRACTO NTRACTOR RESPONSIBILITY TO PROVIDE THE ARCHITECT
<br />WITH FOUR COPIES OF THE PROPOSED CHAN(5E5 FOR APPROVAL BEFORE PROCEEDING WITH THE WORK.
<br />5) IN ADDITION THE CONTRACTOR/SUBCONTRACTOR 15 RESPONSIBLE FOR PROCURING ALL NECESSARY
<br />APPROVALS FROM BUILDING AUTHORITIES FOR THE PROPOSED GHAN6ES, BEFORE PROCEEDIN6 MiTH
<br />THE AORK. THE CONTRAGTOR/500ONTRAGTOR ARE AL50 RESPONSIBLE FOR PROCURING ALL
<br />NECESSARY INSPECTIONS AND APPROVAL FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE
<br />NORK.
<br />(5) CONTRACTOR SHALL PROVIDE AND INSTALL THE 6REATE5T QUANTITY AND/OR BEST QUALITY OF
<br />WORK AS 5HOMN IN, GALLED FOR IN, OR REASONABLY INFERABLE FROM THE BID DOCUMENTS AS
<br />REQUIRED TO OBTAIN THE FINAL RESULT AND GONFi6URATION GALLED FOR OR SHOWN IN THE BID
<br />DOCUMENTS.
<br />6. CONSTRUCTION DOCUMENTS INTENT:
<br />A) THE INTENT OF THE CONTRAGT DOCUMENTS 15 TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER
<br />EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR. THE CONTRACT DOCUMENTS ARE
<br />COMPLEMENTARY, AND AHAT 15 REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL:
<br />PERFORMANCE BY THE CONTRACTOR SHALL BE REQUIRED ONLY TO THE EXTENT CONSISTENT WITH THE
<br />CONTRACT DOCUMENTS AND REASONABLY INFERABLE FROM THEM AS BEING NECE55ARY TO PRODUCE THE
<br />INDICATED RESULTS.
<br />SYMBOLOGY / LEGEND
<br />ELEVATION NUMBER
<br />DETAIL, SECTION OR
<br />OR PLAN NUMBER
<br />WALL SECTION NUMBER,
<br />BUILDING SECTION LETTER
<br />SHEET NUMBER
<br />DETAIL NUMBER
<br />SHEET NUMBER
<br />O -- NOTE NUMBER
<br />0- WINDOW NUMBER
<br />0- DOOR NUMBER
<br />O- REVISION NUMBER
<br />R O O M---ROOM NAME
<br />XXX ROOM NUMBER
<br />116-0" ELEV_ DATUM POINT
<br />TRUSS BRG.
<br />COLUMN G;RiD
<br />NUMBER OR
<br />LETTER
<br />NORTH ARROW
<br />SCOPE OF WORK
<br />THE SCOPE OF WORK UNDER TH15 PERMIT SHALL CON515T OF PROVIDING A SET
<br />OF CONSTRUCTION DOCUMENTS FOR A VANILLA BAY $ DARK SWELL AS DEFINED
<br />BY THESE DOCUMENTS.
<br />THE PROJECT CON515T5 OF A ONE STORY RETAIL BUILDING, LANDSCAPING, SITE
<br />AND CiVIL WORK TO PROVIDE FOR GRADING, DRAINAGE, UTILITIES AND PARKING
<br />ASSOCIATED WITH THE NEW BUILDING.
<br />LEGAL DESCRIPTION
<br />LOT 3 AND THE SOUTH 213.12 FEET OF LOT 2, ZEPHYR COMMONS PHASE 1,
<br />ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK, 62,
<br />PAGES 132 THROUGH 142, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
<br />PROJECT DIRECTORY
<br />OWNER -
<br />NORTH AMERICAN
<br />DEVELOPMENT GROUP
<br />400 CLEMATIS STREET, SUITE 201
<br />WEST PALM BEACH, FLORIDA, 33401
<br />STRUCTURAL: ARCHITECT:
<br />J.A. MESSULAN DESIGN TECH INTERNATIONAL ASSOC., INC.
<br />5121 ORDLiNA DR 14125 NW 80th AVENUE, SMITE #303
<br />CORAL GABLES, FL MIAMI LAKES, FLORIDA, 33016
<br />PHONE: 305-665-5032 PHONE: (186) 235-9091
<br />CONTACT: CARLOS CARDOSO CONTACT: William Romberg
<br />MEP
<br />COLWILL ENGINEERING
<br />CONSULTING ENGINEERS, INC.
<br />4150 EAST ADAMO DRiVE
<br />TAMPA, FLORIDA, 33605
<br />CIVIL
<br />AVID GROUP
<br />2300 CURLEW ROAD SUITE 201
<br />PALM HARBOR, FLORIDA, 34683
<br />PHONE: (121)189-9500
<br />ALL WORK SHALL COMPLY WITH ALL
<br />PREVAILING CODES, FLORIDA BUILDING
<br />CODE, NATIONAL ELECTRIC CODE AND
<br />CITY OF ZEPHYRHILLS ORDINANCES
<br />IVY
<br />PROJECT SUMMARY
<br />I. APPLICABLE CODES
<br />THE FOLLOWING BUILDING CODES, CURRENT EDITIONS UNLESS OTHERWISE
<br />SPECIFIED, WILL BE ADHERED TO:
<br />SCOPE
<br />YEAR / CODE
<br />BUILDING
<br />2010 FLORIDA BUILDING GODS WITH 2O0q SUPPLEMENT
<br />BUILDING
<br />2010 FLORIDA EXISTING BUILDING CODE
<br />ACCESSIBILITY
<br />2010 FLORIDA BUILDING CODE, CHAPTER II
<br />ACCESSIBILITY
<br />2010 DEPARTMENT OF JUSTICE (ADA)
<br />LIFE SAFETY
<br />2012 NFPA LIFE SAFETY CODE 101 AND NFPA I
<br />FIRE PREVENTION
<br />2010 FLORIDA FIRE PREVENTION CODE
<br />ENERGY
<br />FL EFFICIENCY CODE FOR BLDN6 CONSTRUCTION
<br />ELECTRIC
<br />2011 NATIONAL ELECTRIC CODE
<br />PLUMBING
<br />2010 FLORIDA BUILDING CODE, PLUMBING
<br />MECHANICAL
<br />2010 FLORIDA BUILDING CODE, MEGHANIGAL
<br />GAS
<br />2010 FLORIDA BUILDING CODE, FUEL GAS
<br />II. ZONING DESCRIPTION:
<br />SEE THIS SHEET FOR LEGAL DESCRIPTION
<br />BUILDING DATA
<br />I. OCCUPANCY CLASSIFICATION
<br />2010 FBC
<br />2012 NFPA
<br />GROUP M, MERCANTILE
<br />(CHAPTER 3 SECTION 309)
<br />MERCANTILE
<br />(CHAPTER 36)
<br />II. TYPE OF CONSTRUCTION
<br />CODE
<br />2010 FBC
<br />2012 NFPA
<br />TYPE OF CONSTRUCTION
<br />GROUP M TYPE II-B
<br />NOT 5PRH<LERED
<br />CPAPTER 6
<br />MERCANTILE
<br />CHAPTER 36
<br />CONSTRUCTION COMPONENT
<br />REQUIRED RATING
<br />2010 FBC TYPE II-B
<br />Table 601
<br />REQUIRED RATING
<br />NFPA TYPE II (000)
<br />Table A.B.2.1.2
<br />STRUCTURAL FRAME
<br />(O hr)
<br />(O hr)
<br />EXTERIOR BEARING WALLS
<br />(O hr)
<br />(O hr)
<br />INTERIOR BEARING WALLS
<br />(O hr)
<br />(0 hr)
<br />EXT. NON -BEARING WALLS (20'<x<30')
<br />(0 hr)
<br />(O hr)
<br />INT. NON -BEARING WALLS AND PARTITION
<br />(O hr)
<br />(O hr)
<br />FLOOR CONSTRUCTION
<br />(O hr)
<br />(O hr)
<br />ROOF CONSTRUCTION
<br />(O hr)
<br />(O hr)
<br />FIRE RESISTANCE RATINGS
<br />AT FIRE WALLS,CHASES AND PARTITIONS
<br />F.B.0 TABLE 302.3.2
<br />F.B.0 707,
<br />*Minimum Fire Resistance
<br />of Walls and Partitions
<br />Shafts less than 4 stories
<br />1 HR
<br />Fire Separation Between Occupanci
<br />(Gone deck second floor )
<br />N/A
<br />Fire Separation Between Tenants
<br />1 HR
<br />Fire Wall Separation Between Buildings
<br />4 HR
<br />III. ALLOWABLE HEIGHT
<br />& BUILDING AREA
<br />(CHAPTER 5, TABLE 503)
<br />ALLOWABLE AREA
<br />OCC GROUP/ CONST
<br />TABLE
<br />503
<br />AREA INCREASE
<br />EQUATION 5-1, FBC 506.1
<br />PROPSED AREA
<br />M OCCUPANCY
<br />TYPE 115
<br />UNSPRINKLERED
<br />12,500 SF
<br />N/R
<br />%&01 SQ. FT.
<br />ALLOWABLE HEIGHT & STORY'S
<br />OCC GROUP/ CONST
<br />HEIGHT
<br />STORY'S
<br />TABLE 503
<br />PROPOSED
<br />TABLE 503
<br />PROPOSED
<br />GROUP M,
<br />TYPE IiB
<br />UNSPRINKLERED
<br />/J�
<br />55'-01,
<br />24'-0"
<br />4
<br />o�
<br />n
<br />S PIZARRO, R.A.
<br />\R- 0013079
<br />SHEET INDEX
<br />SHT. NO.
<br />DESCRIPTION
<br />A-0
<br />COVER PAGE
<br />SURVEY
<br />CIVIL
<br />C-2
<br />NOTES AND SPECIFICATIONS
<br />C-3
<br />HORIZONTAL CONTROL PLAN
<br />0-4
<br />PAVING GRADING 8 DRAINAGE PLAN
<br />C-5
<br />UTILITY PLAN
<br />G-6
<br />NPDES NOTES
<br />C--?
<br />NPDES DETAILS
<br />C-5
<br />DETAILS
<br />C-q
<br />DUMP5TER DETAIL
<br />6-10
<br />LANDSCAPE PLAN
<br />0-11
<br />LANDSCAPE DETAILS
<br />0-12
<br />LANDSCAPE NOTES
<br />ARCHITECTURAL DRAWINGS
<br />5P-I.0
<br />SITE PLAN
<br />SP-2.0
<br />ENLARGED SITE PLAN DETAILS
<br />A-2.0
<br />LIFE SAFETY PLAN
<br />A-3.0
<br />PROPOSED FLOOR PLAN
<br />A-3-1
<br />DIMEN510N FLOOR PLAN
<br />A-32
<br />REFLEGTED CEILING PLAN
<br />A-3.3
<br />ROOF PLAN
<br />A-3.4
<br />ROOF PLAN DETAILS
<br />A-4.0
<br />BUILDING ELEVATIONS
<br />A-5.0
<br />BUILDING SECTIONS
<br />A-5.1
<br />BUILDING SECTIONS
<br />A-6.0
<br />WALL SECTIONS
<br />A-6.1
<br />WALL SECTIONS
<br />A-6.2
<br />WALL SECTIONS
<br />A-7.0
<br />ENLARGED RESTROOM PLANS
<br />A-5-0
<br />DOOR AND WINDOW SCHEDULE
<br />A-cl.0
<br />WALL TYPES
<br />A-61•1
<br />HALL DETAILS
<br />A-ci2
<br />WALL DETAILS
<br />A-10.0
<br />FINISH PLAN AND SCHEDULE
<br />A-I1.0
<br />PROP05ED MONUMENT SIGN
<br />STRUCTURAL
<br />5-0
<br />STRUCTURAL NOTES
<br />5-1.0
<br />FOUNDATION PLAN
<br />5-2.0
<br />ROOF FRAMING PLAN
<br />5-5.0
<br />STRUCTURAL WALL SECTIONS
<br />5-4.0
<br />STRUCTURAL DETAIL5
<br />MECHANICAL
<br />M-1.0
<br />MECHANICAL PLAN
<br />M-2.0
<br />MECHANICAL NOTES AND DETAILS
<br />ELECTRICAL
<br />E5-0.0
<br />ELECTRICAL SITE PLAN
<br />E-0-1
<br />PHOTOMETRIC SITE PLAN
<br />E-1.0
<br />LEGEND AND SPECIFICATION
<br />E-2.0
<br />LIGHTING PLAN
<br />E-2.1
<br />POY`tER PLAN
<br />E-3.0
<br />POYiER RISER AND PANEL SCHEDULES
<br />PLUMBING
<br />P-1.0
<br />PLUMBING PLAN ~
<br />P-2.0
<br />PLUMBING SCHEDULES AND DETAILS
<br />PERMIT SET
<br />
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