E
<br />4
<br />L
<br />GENERAL NOTES:
<br />QUALITY ASSURANCE
<br />A. USE ADEQUATE NUMBERS OF SKILLED WORKERS WHO ARE THOROUGHLY
<br />TRAINED AND EXPERIENCES IN THE NECESSARY CRAFTS AND WHO ARE
<br />COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE
<br />METHODS NEEDED FOR THE
<br />PROPER PERFORMANCE OF THE WORK OF SPECIFIED HEREIN.
<br />B. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
<br />FLORIDA BUILDING CODE 2017 EDIT.
<br />C. COORDINATE DIMENSIONS OF ALL DISCIPLINES WITH ARCHITECTURAL
<br />DRAWINGS.
<br />D. THESE CONSTRUCTION DOCUMENTS ARE COMPLIMENTARY & WHAT IS
<br />REQUIRED BY ONE IS REQUIRED BY ALL.
<br />E. THE G.C. SHALL RETAIN DELEGATE/SPECIALTY ENGINEER(S), EITHER BY
<br />THEMSELVES OR THROUGH SUBCONTRACTORS, LICENSED IN THE
<br />JURISDICTION IN WHICH THIS PROJECT IS BEING CONSTRUCTED, TO
<br />PROVIDE DETAILED DESIGN FOR THE CONSTRUCTION AND ATTACHMENT OF
<br />MATERIALS SUBJECT TO WIND LOADS INCLUDING BUT NOT LIMITED TO:
<br />WINDOWS, STOREFRONTS, LIGHT GAUGE FRAMING, FASTENING OF HVAC
<br />EQUIPMENT AND CURBS OR RACKS AND THEIR FASTENING. SEE THE
<br />STRUCTURAL ENGINEERING DRAWINGS FOR ADDITIONAL MATERIALS,
<br />REQUIRING SPECIALTY ENGINEERING.
<br />SUBMITTALS
<br />A. PRODUCT DATA; WHERE PRODUCT DATA IS CALLED FOR, PROVIDE THE
<br />FOLLOWING AS A MINIMUM:
<br />1. MATERIAL LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER
<br />SPECIFIC DIVISION OF WORK.
<br />2. MANUFACTURER'S SPECIFICATIONS AND OTHER DATA NEED TO PROVE
<br />COMPLIANCE WITH SPECIFIED REQUIREMENTS.
<br />3. COLOR AND PATTERN CHARTS SHOWING COLORS AND PATTERNS
<br />AVAILABLE IN THE SPECIFIED PRODUCTS FROM THE PROPOSED
<br />MANUFACTURER.
<br />4. MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES WHICH,
<br />WHEN
<br />REVIEWED BY ARCHITECT, WILL BECOME THE BASIS FOR ACCEPTING OR
<br />REJECTING ACTUAL INSTALLATION PROCEDURES FOR THE WORK.
<br />5. GC IS TO REVIEW ALL SUBMITTAL FOR COMPLIANCE WITH THE
<br />CONSTRUCTION DOCUMENTS PRIOR TO SUBMISSION TO THE A/E PF RECORD
<br />FOR REVIEW IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
<br />CLEARLY MARKED & NOTE ALL DEVIATIONS FROM THE CONTRACT
<br />DOCUMENTS FOR REVIEW BY A/E. AND SUBMITTALS FOUND IN NON
<br />COMPLIANCE W/ THIS REQUIREMENTS SHALL BE RETURN TO THE G.C. FOR
<br />RE -SUBMITTAL.
<br />SITE CONDITIONS
<br />A. MEASUREMENTS: VERIFY ALL DIMENSIONS ON DRAWINGS BY TAKING FIELD
<br />MEASUREMENTS; PROPER FIT AND ATTACHMENT OF ALL PARTS IS
<br />REQUIRED & INCLUDE SUCH REVISIONS IN THE SHOP DRAWINGS SUBMITTAL
<br />PROCESS FOR A/E REVIEW.
<br />B. SURFACE CONDITIONS: EXAMINE AREAS AND CONDITIONS UNDER WHICH
<br />WORK SPECIFIED WILL BE PERFORMED. CORRECT CONDITIONS
<br />DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT
<br />PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.
<br />C. COORDINATION: COORDINATE AS REQUIRED WITH OTHER TRADES TO
<br />ASSURE PROPER AND ADEQUATE PROVISION IN THE WORK OF THOSE
<br />TRADES FOR INTERFACE WITH THE WORK SPECIFIED.
<br />ACCEPTABLE MANUFACTURERS
<br />A. WITH THE EXCEPTION OF FOOD PREPARATION & SERVICE EQUIPMENT OR
<br />AS SPECIFICALLY CALL FOR BY THE CONTRACT DOCUMENTS, THE SPECIFIED
<br />MANUFACTURES, PRODUCT DATA & SYSTEMS HAVE BEEN ESTABLISHED AS
<br />A "BASIS OF DESIGN" AND ARE INTENDED TO PROVIDE A STANDARD OF
<br />PRODUCT QUALITY, FUNCTION & DESIGN INTENT. IF ACCEPTABLE TO A/E OF
<br />RECORD.THE G.C. MAT. SUBMIT ALTERNATE MANUFACTURES. FOR REVIEW
<br />PROVIDE SUCH PRODUCTS &/OR SYSTEMS MEET OR THE BASIS OF DESIGN
<br />OUTLINED IN THE CONTRACT DOCUMENT. THE CONTRACTOR SHALL
<br />PROVIDE ALL REQUIRED DOCUMENTATION TO SHOW THE A/E THAT
<br />PROPOSED ALTERNATE SUBMITTAL IS IN COMPLIANCE W/ ALL APPLICABLE
<br />REQUIREMENTS.
<br />INSTALLATION / APPLICATION
<br />A. INSTALL THE WORK SPECIFIED HERE IN STRICT ACCORDANCE WITH THE
<br />CONTRACT DOCUMENTS, THE REVIEWED SHOP DRAWINGS INCLUDING
<br />SPECIALTY ENGINEER'S REQUIREMENTS AND ALL APPLICABLE CODE
<br />REQUIREMENTS AND GOVERNMENTAL & LOCAL AUTHORITIES HAVING
<br />JURISDICTION AS WELL AS MANUFACTURES RECOMMENDATIONS &
<br />REQUIREMENTS FOR INSTALLATIONS PROCEDURES AS REVIEWED BY A/E OF
<br />RECORD DURING SHOP DRAWING REVIEW PROCESS.
<br />1. ALL DETAILS AND SECTIONS SHOWN IN THE CONSTRUCTION
<br />DOCUMENTS ARE INTENDED TO BE TYPICAL AND TO APPLY TO ANY SIMILAR
<br />SITUATION ELSEWHERE IN THE PROJECT, EXCEPT OTHERWISE INDICATED.
<br />2. THE GENERAL CONTRACTOR AND ITS SUBCONTRACTORS ARE TO
<br />FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS, MATERIALS AND
<br />QUANTITIES PRIOR TO SUBMITTING BID. IF DISCREPANCIES ARE FOUND
<br />NOTIFY ARCHITECT IMMEDIATELY.
<br />3. GENERAL CONTRACTOR SHALL CHECK ARCHITECTURAL DRAWINGS
<br />FOR WALL MOUNTED AND CEILING MOUNTED DEVICES PRIOR TO
<br />INSTALLATION OF CEILING, AND SHALL ASSUME ALL RESPONSIBILITY FOR
<br />THEIR PROPER LOCATIONS.
<br />4. IF THE GENERAL CONTRACTOR FINDS IT NECESSARY TO DEVIATE
<br />FROM THE ORIGINAL APPROVED CONSTRUCTION DOCUMENTS THE G.C.
<br />SHALL PROVIDE THE A/E FOR REVIEW & CONSIDERATION 4 COPY'S OF THE
<br />PROPOSES CHANGES INCLUDING BUT NOT LIMITED ALL REQUIRED CHANGES
<br />& IMPACT TO THE CONSTRUCTION SCHEDULE AS WELL AS COSTS VS CREDIT
<br />THAT MAY BE DO AS A RESULT OF THIS PROPOSAL UPON FINAL
<br />RECOMMENDATION BY A/E & APPROVAL BY OWNER WORK MAY. PROCEEDED
<br />UNLESS OTHER WISED AGREED UPON BY THE OWNER.
<br />5. IN ADDITION THE CONTRACTOR / SUBCONTRACTOR ARE
<br />RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM
<br />BUILDING AUTHORITIES FOR THE PROPOSED CHANGES, BEFORE
<br />PROCEEDING WITH THE WORK. THE CONTRACTOR/ SUBCONTRACTOR ARE
<br />ALSO RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND
<br />APPROVAL FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE
<br />WORK.
<br />6. WHEN A DISCREPANT IS NOTED ON THE DRAWINGS THE
<br />CONTRACTOR SHALL PROVIDE & INSTALLED THE GREATEST QUANTITY AND /
<br />OR BEST QUALITY OF THE WORK AS SHOWN ON THE CONTRACT
<br />DOCUMENTS OR REASONABLY INFERABLE FROM THE BID DOCUMENTS AS
<br />REQUIRED TO OBTAIN THE FINAL RESULT AND CONFIGURATION CALLED FOR
<br />OR SHOWN IN THE BID DOCUMENTS.
<br />PROPOSED RETAIL BUILDING
<br />AT ZEPHYRCOMMON HOPPING CENTER
<br />LEGAL DESCRIPTION:
<br />35-25-21-0130-00000-0040
<br />ASSESSED IN SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST
<br />OF PASCO COUNTY, FLORIDA
<br />ZEPHYR COMMONS PHASE 1 PB 65 PG 132 LOT 4 OR 9254 PG 1646
<br />DIRECTORY:
<br />Alyth ZDIZIA91At: 4W-i1=7
<br />NAME/COMPANY
<br />SF ZEPHYR COMMONS OUTPARCELS LP
<br />CONTACT
<br />400 CLEMATIS STREET, SUITE 201
<br />ADDRESS
<br />WEST PALM BEACH, FLORIDA, 33401
<br />PHONE
<br />678-977-3362
<br />EMAIL
<br />taddison@nadg.com
<br />ARCHITECT
<br />DESIGN TECH INTERNATIONAL
<br />COMPANY
<br />ASSOC.,INC.
<br />CONTACT
<br />CARLOS PIZARRO, R.A. AR - 0013079
<br />ADDRESS
<br />14125 NW 80TH AVENUE
<br />SUITE# 303
<br />MIAMI LAKES, FL 33016
<br />PHONE
<br />786.235.9097
<br />EMAIL
<br />CPIZARRO@DTIARCHITECT.COM
<br />WEBSITE
<br />WWW.DTIARCHITECT.COM
<br />CIVIL ENGINEER
<br />COMPANY
<br />AVID GROUP.
<br />CONTACT
<br />CHARLIE POTTER
<br />ADDRESS
<br />2300 CURLEW ROAD SUITE 2201
<br />PALM HARBOR, FL 34683
<br />PHONE
<br />727.789.9500 EXT. 184
<br />STRUCTURAL ENGINEER
<br />COMPANY
<br />BOWEN ENGINEERING
<br />CONTACT
<br />GARY KRAMER
<br />ADDRESS
<br />1528 VASER ST.
<br />ORLANDO, FL. 32804
<br />PHONE
<br />401.423.7585
<br />ELECTRICAL / MECHANICAL / PLUMBING
<br />COMPANY
<br />BUCHANAN P.E. CONSULTING INC.
<br />CONTACT
<br />RAJA BUCHANAN
<br />ADDRESS
<br />6191 W. ATLANTIC BLVD.
<br />SUITE# 2
<br />MARGATE, FL 33063
<br />PHONE
<br />954.590.3300
<br />SYMBOL LEGEND:
<br />-
<br />ELEVATION
<br />-
<br />NUMBER
<br />SHEET NUMBER
<br />ODETAIL,
<br />SECTION OR PLAN
<br />NUMBER
<br />-
<br />WALL SECTION NUMBER /
<br />-
<br />BUILDING SECTION LETTER
<br />SHEET NUMBER
<br />-
<br />DETAIL NUMBER
<br />-
<br />SHEET NUMBER
<br />0'-01,
<br />ELEVATION DATUM POINT
<br />XXX
<br />0 NOTE NUMBER
<br />O WINDOW NUMBER
<br />ODOOR NUMBER
<br />REVISION NUMBER
<br />ROOM ROOM NAME
<br />XXX ROOM NUMBER
<br />TPARCEL 4
<br />U.S. HIGHWAY 301 & PRETTY PON
<br />ZEPHYRH I LLS, FL 33541
<br />PROJECT # 22008.01
<br />SITE MAP
<br />SCOPE OF WORK:
<br />THE SCOPE OF WORK UNDER THIS PERMIT SHALL CONSIST OF PROVIDING A
<br />SET OF CONSTRUCTION DOCUMENTS FOR A BUILDING SHELL AS SHOWN BY
<br />THESE DOCUMENTS.
<br />THE PROJECT CONSISTS OF A ONE STORY SHELL UNSPRINKLERED
<br />BUILDING, LANDSCAPING, SITE AND CIVIL WORK TO PROVIDE FOR GRADING,
<br />DRAINAGE, UTILITIES AND PARKING ASSOCIATED WITH THE NEW BUILDING.
<br />Lw_tp
<br />[s
<br />KEY PLAN
<br />SCALE NTS
<br />REVIEW DATE: "a -
<br />CITY OF ZEPHYR11 LLS
<br />BUILDING OFFICIAL i�A`
<br />PROJECT SUMMARY:
<br />APPLICABLE CODES
<br />THE FOLLOWING BUILDING CODES, CURRENT EDITIONS WITH
<br />AMENDMENTS WILL BE ADHERED TO UNLESS NOTED OTHERWISE:
<br />SCOPE
<br />YEAR/CODE
<br />BUILDING
<br />2020 FLORIDA BUILDING CODE - 7th EDITION
<br />EXISTING BUILDING
<br />2020 FLORIDA EXISTING BUILDING CODE - 7TH EDITION
<br />ACCESSIBILITY
<br />2020FLORIDA ACCESSIBILITY CODE -7TH EDITION
<br />ADA
<br />DEPARTMENT OF JUSTICE
<br />LIFE SAFETY
<br />2020 NFPA LIFE SAFETY CODE 5TH EDITION
<br />ELECTRIC
<br />2020 NATIONAL ELECTRIC CODE
<br />PLUMBING
<br />2020 FLORIDA PLUMBING CODE - 7TH EDITION
<br />MECHANICAL
<br />2020 FLORIDA BUILDING CODE / MECHANICAL - 7TH EDITION
<br />GAS
<br />2020 FLORIDA BUILDING CODE / FUEL- GAS - 7TH EDITION
<br />ENERGY
<br />2020 FLORIDA BUILDING CODE / ENERGY CONSERVATION - 7TH EDITION
<br />FIRE
<br />2020 FLORIDA FIRE PREVENTION CODE 7Th EDITION
<br />NOTES: ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA FIRE
<br />PREVENTION CODE.
<br />OCCUPANCY
<br />CLASSIFICATION
<br />2020 FLORIDA BUILDING CODE
<br />2020 FLORIDA FIRE PREVENTION
<br />CODE
<br />GROUP B, BUSINESS
<br />NEW BUSINESS
<br />(CHAPTER 3 SECTION 304)
<br />(CHAPTER 38)
<br />TYPE OF CONSTRUCTION
<br />2020 FLORIDA BUILDING CODE
<br />GROUP B TYPE II-B
<br />CHAPTER 6
<br />BUILDING
<br />REQUIRED RATING
<br />2020 FBC TYPE II-B
<br />CONSTRUCTION TYPE
<br />TABLE 601
<br />STRUCTURAL FRAME
<br />(0 hr)
<br />EXTERIOR BEARING WALLS
<br />(0 hr)
<br />INTERIOR BEARING WALLS /
<br />COLUMNS
<br />(0 hr)
<br />EXTERIOR NON -BEARING WALLS
<br />(0 hr)
<br />INT. NON -BEARING WALLS /
<br />PARTITIONS
<br />(0 hr)
<br />FLOOR CONSTRUCTION
<br />(0 hr)
<br />ROOF CONSTRUCTION
<br />(0 hr)
<br />FIRE RESISTANCE RATINGS AT FIRE WALLS,
<br />CHASES AND PARTITIONS
<br />FBC TABLE 508.4, 705.2
<br />F.B.0 TABLE 302.7
<br />"MINIMUM FIRE RESISTANCE OF WALLS & PARTITIONS
<br />SHAFTS LESS THAN 4 STORIES
<br />1 HR
<br />FIRE SEPARATION BETWEEN OCCUPANCIES
<br />1 HR
<br />FIRE SEPARATION BETWEEN TENANTS
<br />1 HR
<br />FIRE WALL SEPARATION BETWEEN BLDG.'S
<br />4 HR
<br />BUILDING AREA / ALLOWABLE HEIGHT
<br />(CHAPTER 5, TABLE 506.2, TABLE 504.3 & TABLE 504.4)
<br />AREA
<br />MAX ALLOWABLE AREA
<br />BUILDING AREA
<br />FBC2017
<br />B OCCUPANCY
<br />TYPE II B UNSPRINKLERED
<br />23,000 SF
<br />7,046 SF
<br />HEIGHT / STORIES
<br />MAX ALLOWABLE HEIGHT
<br />BUILDING HEIGHT
<br />FBC 2017
<br />HEIGHT IN FEET
<br />55-0"
<br />24'-8"
<br />HEIGHT IN STORIES
<br />3
<br />1
<br />INDEX OF DRAWINGS:
<br />w
<br />w
<br />SHEET #
<br />DESCRIPTION
<br />A-0.0
<br />COVER SHEET
<br />•
<br />SURVEY
<br />SV-1
<br />BOUNDARY SURVEY
<br />CIVIL
<br />C-1.0
<br />CIVIL COVER
<br />C-2.0
<br />NOTES & SPECIFICATIONS
<br />C-3.0
<br />EXISTING CONDITIONS & EROSION CONTROL PLAN
<br />C-4.0
<br />OVERALL HORIZONTAL CONTROL PLAN
<br />C-4.1
<br />HORIZONTAL CONTROL PLAN
<br />C-5.0
<br />PAVING, GRADING AND DRAINAGE PLAN
<br />C-6.0
<br />CROSS -SECTIONS, CROSSINGS, & STORM
<br />TABULATION SHEET
<br />C-7.0
<br />UTILITY PLAN
<br />C-8.0
<br />NPDES NOTES
<br />C-9.0
<br />NPDES DETAILS
<br />C-10.0
<br />ADA DETAILS
<br />C-11.0
<br />SITE DETAILS
<br />C-12.0
<br />CITY OF ZEPHYRHILLS DETAILS
<br />C-13.0
<br />UTILITY DETAILS
<br />LANDSCAPE
<br />L-1
<br />LANDSCAPE PLAN
<br />L-2
<br />LANDSCAPE DETAILS
<br />L-3
<br />LANDSCAPE NOTES
<br />1-1
<br />IRRIGATION PLAN
<br />1-2
<br />IRRIGATION NOTES AND DETAILS
<br />ARCHITECTURE
<br />A-0.1
<br />GENERAL NOTES
<br />•
<br />A-0.2
<br />FLORIDA ACCESSIBILITY REQUIREMENTS
<br />A-0.3
<br />WORK LETTER REQUIREMENTS
<br />SP-1.0
<br />SITE PLAN
<br />SP-1.1
<br />SITE PLAN DETAILS
<br />LSP-1.0
<br />LIFE SAFETY PLAN
<br />A-1.0
<br />FLOOR PLAN
<br />A-2.0
<br />REFLECTED CEILING PLAN
<br />A-3.0
<br />ROOF PLAN
<br />A-3.1
<br />ROOF DETAILS
<br />A-4.0
<br />BUILDING ELEVATIONS
<br />•
<br />A-4.1
<br />BUILDING ELEVATIONS
<br />A-4.2
<br />BUILDING COLOR ELEVATIONS
<br />A-5.0
<br />BUILDING SECTIONS
<br />A-5.1
<br />BUILDING SECTIONS
<br />A-6.0
<br />WALL SECTIONS
<br />A-7.0
<br />DOOR & WINDOW SCHEDULE
<br />A-8.0
<br />DETAILS
<br />STRUCTURE
<br />S - 0.1
<br />STRUCTURAL NOTES
<br />S - 1.1
<br />STRUCTURAL PLANS
<br />S - 2.1
<br />FOUNDATION DETAILS
<br />S - 2.2
<br />BEAM & COLUMN DETAILS
<br />S - 3.1
<br />ROOF FRAMING DETAILS
<br />•
<br />S - 3.2
<br />ROOF FRAMING DETAILS
<br />•
<br />MECHANICAL
<br />M - 1
<br />MECHANICAL PLAN
<br />M - 2
<br />MECHANICAL NOTES & DETAILS
<br />ELECTRICAL
<br />E - 1
<br />ELECTRICAL PLAN
<br />E - 2
<br />ELECTRICAL RISER DIAGRAM
<br />PH-1
<br />PHOTOMETRIC PLAN
<br />PH-2
<br />SITE PHOTOMETRIC PLAN
<br />PLUMBING
<br />P - 1.0
<br />PLUMBING PLAN
<br />P - 2.0
<br />PLUMBING NOTES & DETAILS
<br />esignTeci'
<br />&6 q
<br />.'a
<br />tiona.
<br />Associates, Inc, AA26001933
<br />Architecture - Planning - Interior Design
<br />14125 N.W, 80th Aje. Suite 303
<br />Miami Lakes, FL 33016
<br />T, 786--2 5-9097
<br />F. 305-3 2-4420
<br />tiirrfo@dtiarChite f.r on,
<br />vwwwAtiarchitecti.oc n i
<br />07-25-2022
<br />Carlos Pizarro, R.A.
<br />AR - 0018079
<br />IRevisions:
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<br />Job Number: 22008.01
<br />File name:
<br />Issued Date:
<br />Drawn by:
<br />Checked by:
<br />I I SHEET NAME 11
<br />COVER
<br />SHEET
<br />SHEET NUMBER
<br />A-0.0
<br />
|