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<br />f-a�-
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<br />PROPOS R TAI I ING„? SI ;hi._L COMPLY WITH PREVAILING esignTec
<br />f c; =LORIDA BUILDING CODE,
<br />;y"i'IONAL ELECTRIC CODE,
<br />F ZEPHYRHILLS THE CITY OPo ternationall
<br />ORDINANCES Associates, Inc. AA26001933
<br />Architecture • Planning • Interior Design
<br />AT EPHYR COMMON HOPPIN CENTER 14125 N.W. 80th Ave. Suite 303
<br />Miami Lakes. FI. 33016
<br />T. 786-235-9097
<br />0 TPARCEL 7
<br />U.S. HIGHWAY 301 & PRETTY POND ROAD ly
<br />REVIEW DAi E-1
<br />ZEPHYRHILLS , FL 33541 CITY OF ZEPHYR
<br />PLAN EXAMINER_
<br />PROJECT # 19093.01
<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 METHODS
<br />NEEDED FOR THE
<br />PROPER PERFORMANCE OF THE WORK OF SPECIFIED HEREIN. ks,
<br />B. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH FLORIDAi`
<br />�_. ..CHIPOTLE
<br />BUILDING CODE 2017 EDIT_
<br />C. COORDINATE DIMENSIONS OF ALL DISCIPLINES WITH ARCHITECTURAL DRAWINGS. ,>s N�ac+c� aR4t
<br />D. THESE CONSTRUCTION DOCUMENTS ARE COMPLIMENTARY & WHAT IS REQUIRED _
<br />BY ONE IS REQUIRED BY ALL.
<br />E. THE G.C. SHALL RETAIN DELEGATE/SPECIALTY ENGINEER(S), EITHER BY . 'd
<br />THEMSELVES OR THROUGH SUBCONTRACTORS, LICENSED IN THE JURISDICTION
<br />„.
<br />IN WHICH THIS PROJECT IS BEING CONSTRUCTED, TO PROVIDE DETAILED DESIGN NN.� ��"- ---- - W +'-, ,,,--;� 5 ... ..' x_-'=.... �_.,saw
<br />FOR THE CONSTRUCTION AND ATTACHMENT OF MATERIALS SUBJECT TO WIND ® ;
<br />LOADS INCLUDING BUT NOT LIMITED TO: WINDOWS, STOREFRONTS, LIGHT GAUGE
<br />FRAMING, FASTENING OF HVAC EQUIPMENT AND CURBS OR RACKS AND THEIR """`
<br />TRUCTURAL ENGINEERING DRAWINGS FOR ADDITIONAL: „4, 'r ">' 3 a3 - FASTENING- SEE THE S
<br />y.
<br />Jil
<br />MATERIALS, REQUIRING SPECIALTY ENGINEERING. ��
<br />.r
<br />g
<br />��s 7� )
<br />SUBMITTALS -- , :.:• -d< �E . . '=� > > . , � s �: ; -'rB; z. �� ,* .`>. r _w
<br />'a^.F�r�a, .,.w i� d, .�. '�.&s {. � - '.j .���» - ••. _ __- - __ -.-..- r_ _ ., _ _ lz.iY,�,.,..«.rJL...s,a&4�:..v:v. r..-. ..t. ��..'. .'=�.--.�s=
<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 SPECIFIC
<br />DIVISION OF WORK. LOCATION MAP: PROJECT SUMMARY:
<br />2. MANUFACTURER'S SPECIFICATIONS AND OTHER DATA NEED TO PROVE LEGAL DESCRIPTION: SITE APPLICABLE CODES
<br />COMPLIANCE WITH SPECIFIED REQUIREMENTS. p _ �' t 1, THE FOLLOWING BUILDING CODES, CURRENT EDITIONS WITH
<br />35-25-21-0130-00000-0040 r AMENDMENTS WILL BE ADHERED TO UNLESS NOTED OTHERWISE:
<br />3. COLOR AND PATTERN CHARTS SHOWING COLORS AND PATTERNS AVAILABLE IN ASSESSED IN SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST
<br />THE SPECIFIED PRODUCTS FROM THE PROPOSED MANUFACTURER. OF PASCO COUNTY, FLORIDA KOSSIK RD '�
<br />ZEPHYR COMMONS PHASE 1 PB 65 PG 132 LOT 4 OR 9254 PG 1646
<br />4. MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES WHICH, 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 CONSTRUCTION j 7k,
<br />- '
<br />DOCUMENTS PRIOR TO SUBMISSION TO THE A/E PF RECORD FOR REVIEW IT DIRECTORY; �
<br />SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEARLY MARKED & I" a:>
<br />*_ ,
<br />NOTE ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS FOR REVIEW BY A/E. , . -•
<br />AND SUBMITTALS FOUND IN NON COMPLIANCE W/ THIS REQUIREMENTS SHALL BE OWNER/ DEVELOPER
<br />RETURN TO THE G.C. FOR RE -SUBMITTAL.'
<br />NAME !COMPANY SF ZEPHYR COMMONS OUTPARCELS LPG,
<br />SITE CONDITIONS CONTACT 400 CLEMATIS STREET, SUITE 201
<br />ADDRESS WEST PALM BEACH, FLORIDA, 33401.`""
<br />PRETTY P ',D RD
<br />A MEASUREMENTS VERIFY ALL DIMENSIONS ON DRAWINGS BY TAKING FIELD
<br />SCOPE
<br />YEAR/CODE
<br />BUILDING
<br />2017 FLORIDA BUILDING CODE - 6th EDITION
<br />EXISTING BUILDING
<br />2017 FLORIDA EXISTING BUILDING CODE - 6TH EDITION
<br />ACCESSIBILITY
<br />2017 FLORIDA BUILDING CODE - 6TH EDITION
<br />ADA
<br />2012 DEPARTMENT OF JUSTICE
<br />LIFE SAFETY
<br />2015 NFPA LIFE SAFETY CODE 5TH EDITION
<br />ELECTRIC
<br />2014 NATIONAL ELECTRIC CODE
<br />PLUMBING
<br />2017 FLORIDA BUILDING CODE / PLUMBING
<br />MECHANICAL
<br />2017 FLORIDA BUILDING CODE / MECHANICAL
<br />GAS
<br />2017 FLORIDA BUILDING CODE / FUEL - GAS
<br />ENERGY
<br />2017 FLORIDA BUILDING CODE
<br />FIRE
<br />FLORIDA FIRE PREVENTION 6Th EDITION
<br />s
<br />MEASUREMENTS; PROPER FIT AND ATTACHMENT OF ALL PARTS IS REQUIRED & PHONE 678-977-3362
<br />< K NOTES: ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA FIRE
<br />INCLUDE SUCH REVISIONS IN THE SHOP DRAWINGS SUBMITTAL PROCESS FOR PREVENTION CODE.
<br />EMAIL taddison@nadg.Com -� OCCUPANCY
<br />A/E REVIEW. � :.- ''. �: 5, �; * ° r � a
<br />B- SURFACE CONDITIONS: EXAMINE AREAS AND CONDITIONS UNDER WHICH WORK CLASSIFICATION
<br />SPECIFIED WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO ARCHITECT DESIGN TECH INTERNATIONAL
<br />TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL
<br />UNSATISFACTORY CONDITIONS ARE CORRECTED.
<br />COMPANY ASSOC.,INC.
<br />/, \ SITE MAP
<br />v
<br />2017 FLORIDA BUILDING CODE
<br />2015 FLORIDA NFPA 101
<br />C. COORDINATION: COORDINATE AS REQUIRED WITH OTHER TRADES TO ASSURE
<br />GROUP M, MERCANTILE
<br />MERCANTILE
<br />PROPER AND ADEQUATE PROVISION IN THE WORK OF THOSE TRADES FOR
<br />CONTACT CARLOS PIZARRO, R.A. AR - 0013079
<br />INTERFACE WITH THE WORK SPECIFIED.
<br />ADDRESS 14125 NW 80TH AVENUE
<br />(CHAPTER 3 SECTION 309)
<br />(CHAPTER 36)
<br />SUITE# 303
<br />ACCEPTABLE MANUFACTURERS MIAMI LAKES, FL 33016
<br />PHONE 786.235-9097 THE SCOPE OF WORK UNDER THIS PERMIT SHALL CONSIST OF PROVIDING A
<br />A. WITH THE EXCEPTION OF FOOD PREPARATION & SERVICE EQUIPMENT OR AS EMAIL CPIZARRO@DTIARCHITECT.COM TYPE OF CONSTRUCTION
<br />SET OF CONSTRUCTION DOCUMENTS FOR A VANILLA BAY &DARK SHELL AS
<br />SPECIFICALLY CALL FOR BY THE CONTRACT DOCUMENTS THE SPECIFIED WEBSITE WWW DTIARCHITECT COM
<br />MANUFACTURES, PRODUCT DATA & SYSTEMS HAVE BEEN ESTABLISHED AS A
<br />DEFINED BY THESE DOCUMENTS.
<br />"BASIS OF DESIGN" AND ARE INTENDED TO PROVIDE A STANDARD OF PRODUCT
<br />CIVIL ENGINEER
<br />THE PROJECT CONSISTS OF A ONE STORY RETAIL BUILDING, LANDSCAPING,
<br />QUALITY, FUNCTION & DESIGN INTENT. IF ACCEPTABLE TO A/E OF RECORD -THE
<br />COMPANY AVID GROUP.
<br />SITE AND CIVIL WORK TO PROVIDE FOR GRADING, DRAINAGE, UTILITIES AND
<br />G.C. MAT. SUBMIT ALTERNATE MANUFACTURES. FOR REVIEW PROVIDE SUCH
<br />CONTACT RYAN FALLIN
<br />PARKING ASSOCIATED WITH THE NEW BUILDING.
<br />PRODUCTS &/OR SYSTEMS MEET OR THE BASIS OF DESIGN OUTLINED IN THE
<br />CONTRACT DOCUMENT. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED
<br />ADDRESS 2300 CURLEW ROAD SUITE 2201
<br />DOCUMENTATION TO SHOW THE A/E THAT PROPOSED ALTERNATE SUBMITTAL IS
<br />PALM HARBOR, FL 34683
<br />IN COMPLIANCE W/ ALL APPLICABLE REQUIREMENTS.
<br />PHONE 727.789.9500 EXT. 184
<br />INSTALLATION / APPLICATION
<br />STRUCTURAL ENGINEER
<br />A. INSTALL THE WORK SPECIFIED HERE IN STRICT ACCORDANCE WITH THE
<br />COMPANY DOUGLAS WOOD ASSOCIATES, INC.
<br />CONTRACT DOCUMENTS, THE REVIEWED SHOP DRAWINGS INCLUDING SPECIALTY
<br />CONTACT KENNETH BOYER
<br />ENGINEER'S REQUIREMENTS AND ALL APPLICABLE CODE REQUIREMENTS AND
<br />ADDRESS 5040 N.W. 7th STREET SUITE 820
<br />GOVERNMENTAL & LOCAL AUTHORITIES HAVING JURISDICTION AS WELL AS
<br />MANUFACTURES RECOMMENDATIONS & REQUIREMENTS FOR INSTALLATIONS
<br />MIAMI, FL 33126
<br />PROCEDURES AS REVIEWED BY A/E OF RECORD DURING SHOP DRAWING REVIEW
<br />PHONE 305.461.3450 ext. 302
<br />PROCESS.
<br />1. ALL DETAILS AND SECTIONS SHOWN IN THE CONSTRUCTION DOCUMENTS
<br />ELECTRICAL / MECHANICAL / PLUMBING
<br />ARE INTENDED TO BE TYPICAL AND TO APPLY TO ANY SIMILAR SITUATION
<br />ELSEWHERE IN THE PROJECT, EXCEPT OTHERWISE INDICATED.
<br />COMPANY BUCHANAN P.E. CONSULTING INC.
<br />2. THE GENERAL CONTRACTOR AND ITS SUBCONTRACTORS ARE TO
<br />CONTACT RAJA BUCHANAN
<br /><
<br />FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS, MATERIALS AND
<br />ADDRESS 6191 W. ATLANTIC BLVD.
<br />!
<br />QUANTITIES PRIOR TO SUBMITTING BID. IF DISCREPANCIES ARE FOUND NOTIFY
<br />ARCHITECT IMMEDIATELY.
<br />3 GENERAL CONTRACTOR SHALL CHECK ARCHITECTURAL DRAWINGS FOR
<br />SUITE# 2
<br />MARGATE, FL 33063
<br />I:
<br />,nu.;-
<br />>f
<br />}E
<br />2017 FLORIDA BUILDING CODE
<br />2015 FLORIDA NFPA 220
<br />GROUP M TYPE II-B
<br />MERCANTILE
<br />CHAPTER 6
<br />CHAPTER 36
<br />BUILDING
<br />REQUIRED RATING
<br />REQUIRED RATING
<br />2017 FBC TYPE II-B
<br />NFPA TYPE II-B
<br />CONSTRUCTION TYPE
<br />TABLE 601
<br />TABLE 6.1.14.4.1(a)
<br />STRUCTURAL FRAME
<br />(0 hr)
<br />(0 hr)
<br />EXTERIOR BEARING WALLS
<br />(0 hr)
<br />(0 hr)
<br />INTERIOR BEARING WALLS t
<br />COLUMNS
<br />(0 hr)
<br />(0 hr)
<br />EXTERIOR NON -BEARING WALLS
<br />(0 hr)
<br />(0 hr)
<br />INT. NON -BEARING WALLS /
<br />PARTITIONS
<br />(0 hr)
<br />(0 hr)
<br />FLOOR CONSTRUCTION
<br />(0 hr)
<br />(0 hr)
<br />ROOF CONSTRUCTION
<br />(0 hr)
<br />(0 hr)
<br />WALL MOUNTED AND CEILING MOUNTED DEVICES PRIOR TO INSTALLATION OF PHONE 954.590.3300 Q B o ; ` MINIMUM FIRE RESISTANCE OF WALLS 8 PARTITIONS
<br />CEILING, AND SHALL ASSUME ALL RESPONSIBILITY FOR THEIR PROPER
<br />LOCATIONS.
<br />4. IF THE GENERAL CONTRACTOR FINDS IT NECESSARY TO DEVIATE FROM
<br />THE ORIGINAL APPROVED CONSTRUCTION DOCUMENTS THE G.C. SHALL PROVIDE
<br />TWP A/G Gr)Q RG\/II=\A/ R ('nI\1gi PPATI0NI A r.nPY'.q r)F THE PRr)Pr).gF.q (.HANi;FS
<br />I
<br />6 +�������������5�J
<br />�1
<br />;i
<br />; i
<br />I
<br />;f
<br />;<
<br />24
<br />FIRE RESISTANCE RATINGS AT FIRE WALLS,
<br />CHASES AND PARTITIONS
<br />FBC TABLE 50847052
<br />., .
<br />F.B.0 TABLE 302.7
<br />SHAFTS LESS THAN 4STORIES
<br />1HR
<br />FIRE SEPARATION BETWEEN OCCUPANCIES
<br />1 FIR
<br />SYMBOL LEGEND:
<br />FIRE SEPARATION BETWEEN TENANTS
<br />1 HR
<br />FIRE WALL SEPARATION 6E EEN BLDG'S
<br />4 ER
<br />INCLUDING BUT NOT ~LIMITED ALL REQUIRED CHANGES & IMPACT TO THE ELEVATION
<br />CONSTRUCTION SCHEDULE AS WELL AS COSTS VS CREDIT THAT MAY BE DO AS A NOTE NUMBER / \ j >
<br />RESULT OF THIS PROPOSAL UPON FINAL RECOMMENDATION BY A/E & APPROVAL - NUMBER o \ BUILDING AREA / ALLOWABLE HEIGHT
<br />BY OWNER WORK MAY. PROCEEDED UNLESS OTHER WISED AGREED UPON BY SHEET NUMBER II (CHAPTER 5, TABLE 506.2, TABLE 504.3 & TABLE 504.4)
<br />THE OWNER. DETAIL, SECTION OR PLAN O WINDOW NUMBER 1 SITE ;E
<br />5. IN ADDITION THE CONTRACTOR / SUBCONTRACTOR ARE RESPONSIBLE NUMBER x I >t
<br />FOR PROCURING ALL NECESSARY APPROVALS FROM BUILDING AUTHORITIES FOR
<br />THE PROPOSED CHANGES, BEFORE PROCEEDING WITH THE WORK. THE
<br />_ F
<br />CONTRACTOR/ SUBCONTRACTOR ARE ALSO RESPONSIBLE FOR PROCURING ALL - WALL SECTION NUMBER / }
<br />NECESSARY INSPECTIONS AND APPROVAL FROM BUILDING AUTHORITIES DURING - BUILDING SECTION LETTER 0 DOOR NUMBER - 2
<br />THE EXECUTION OF THE WORK. SHEET NUMBER I _ ,;t I "•
<br />6. WHEN A DISCREPANT IS NOTED ON THE DRAWINGS THE CONTRACTOR I I f
<br />SHALL PROVIDE & INSTALLED THE GREATEST QUANTITY AND / OR BEST QUALITY - DETAIL NUMBER A I I ~ r >f
<br />REVISION NUMBER >,
<br />OF THE WORK AS SHOWN ON THE CONTRACT DOCUMENTS OR REASONABLY - SHEET NUMBER
<br />INFERABLE FROM THE BID DOCUMENTS AS REQUIRED TO OBTAIN THE FINAL
<br />RESULT AND CONFIGURATION CALLED FOR OR SHOWN IN THE BID DOCUMENTS.
<br />o'-o" ROOM ROOM NAME
<br />xxx ELEVATION DATUM POINT XXX ROOM NUMBER I © KEY PLAN ><
<br />F-1
<br />AREA
<br />MAX ALLOWABLE AREA
<br />BUILDING AREA
<br />FBC2017
<br />M OCCUPANCY
<br />TYPE II B
<br />50,000 SF
<br />6,430 SF
<br />SPRINKLERED
<br />HEIGHT / STORIES
<br />MAX ALLOWABLE HEIGHT
<br />BUILDING HEIGHT
<br />FBC 2017
<br />HEIGHT IN FEET
<br />75'-0"
<br />24'-8"
<br />HEIGHT IN STORIES
<br />3
<br />1
<br />INDEX OF DRAWINGS:
<br />LU
<br />I-
<br />SHEET #
<br />DESCRIPTION
<br />A-0.0
<br />COVER SHEET
<br />•
<br />SURVEY
<br />SV-1
<br />BOUNDARY SURVEY
<br />•
<br />CIVIL
<br />C-1.0
<br />CIVIL COVER
<br />•
<br />C-2.0
<br />GENERAL NOTES & SPECIFICATIONS
<br />•
<br />C-3.0
<br />DEMOLITION PLAN
<br />•
<br />C-4.0
<br />OVERALL SITE PLAN
<br />.
<br />C-5.0
<br />HORIZONTAL CONTROL PLAN
<br />•
<br />C-6.0
<br />PAVING AND GRADING PLAN
<br />•
<br />C-7.0
<br />UTILITY PLAN
<br />•
<br />C-8.0
<br />NPDES NOTES
<br />•
<br />C-9.0
<br />NPDES DETAILS
<br />•
<br />C-10.0
<br />ADA DETAILS
<br />•
<br />C-11.0
<br />SITE DETAILS
<br />•
<br />C-12.0
<br />ZEPHYRHILLS DETAILS 1
<br />•
<br />C-13.0
<br />ZEPHYRHILLS DETAILS 2
<br />LANDSCAPE
<br />L-1
<br />LANDSCAPE PLAN
<br />•
<br />L-2
<br />LANDSCAPE DETAILS
<br />•
<br />L-3
<br />LANDSCAPE NOTES
<br />•
<br />1-1
<br />IRRIGATION PLAN
<br />•
<br />1-2
<br />IRRIGATION NOTES AND DETAILS
<br />•
<br />ARCHITECTURE
<br />A-0.1
<br />GENERAL NOTES
<br />•
<br />A-0.2
<br />FLORIDA ACCESSIBILITY REQUIREMENTS
<br />•
<br />A-0.3
<br />WORK LETTER REQUIREMENTS
<br />•
<br />SP-1.0
<br />SITE PLAN
<br />•
<br />SP-2.0
<br />SITE PLAN DETAILS
<br />•
<br />LSP-1.0
<br />LIFE SAFETY PLAN
<br />•
<br />A-1.0
<br />FLOOR PLAN
<br />•
<br />A-2.0
<br />REFLECTED CEILING PLAN
<br />•
<br />A-3.0
<br />ROOF PLAN
<br />•
<br />A-3.1
<br />ROOF DETAILS
<br />•
<br />A-4.0
<br />BUILDING ELEVATIONS
<br />•
<br />A-4.1
<br />BUILDING ELEVATIONS
<br />•
<br />A-4.2
<br />BUILDING COLOR ELEVATIONS
<br />•
<br />A-5.0
<br />BUILDING SECTIONS
<br />•
<br />A-6.0
<br />WALL SECTIONS
<br />•
<br />A-7.0
<br />DOOR SCHEDULE & DETAILS
<br />•
<br />A-8.0
<br />DETAILS
<br />•
<br />A-8.1
<br />DETAILS
<br />•
<br />A-8.2
<br />WALL TYPES
<br />•
<br />A-8.3
<br />UL DETAILS
<br />•
<br />A-9.0
<br />FINISH PLAN & SCHEDULE
<br />•
<br />STRUCTURE
<br />S - 1.0
<br />GENERAL STRUCTURAL NOTES
<br />•
<br />S - 1.1
<br />SCHEDULE & TYPICAL DETAILS
<br />•
<br />S - 1.2
<br />SCHEDULE & TYPICAL DETAILS
<br />•
<br />S - 2.0
<br />FOUNDATIONS & GROUND FLOOR PLAN
<br />0
<br />S - 2.1
<br />ROOF FRAMING DETAILS
<br />0
<br />S - 3.0
<br />SECTIONS & DETAILS
<br />0
<br />S - 3.1
<br />SECTIONS & DETAILS
<br />•
<br />S - 4.0
<br />DESIGN WIND PRESSURES FOR ROOFING SYSTEM
<br />S - 4.1
<br />DESIGN WIND PRESSURES FOR DOORS,
<br />WINDOWS & CLADDING
<br />•
<br />MECHANICAL
<br />M - 1.0
<br />MECHANICAL PLAN
<br />•
<br />ELECTRICAL
<br />E - 1.0
<br />ELECTRICAL PLAN
<br />•
<br />E - 2.0
<br />SITE ELECTRICAL PLAN
<br />•
<br />E - 3.0
<br />ELECTRICAL RISER & SPEC
<br />•
<br />PH - 1.0
<br />SITE PHOTOMETRIC PLAN
<br />PLUMBING
<br />P - 1.0
<br />PLUMBING PLAN
<br />•
<br />P - 2.0
<br />PLUMBING ISOMETRICS
<br />•
<br />P - 3.0
<br />PLUMBING NOTES & DETAILS
<br />•
<br />P - 4.0
<br />STORM DRAIN PLAN
<br />•
<br />FIRE PROTECTION
<br />FA-1
<br />FIRE ALARM DIALER PLAN
<br />•
<br />FP -0
<br />FIRE SPRINKLER NOTES
<br />•
<br />FP - 1.1
<br />SITE PLAN
<br />•
<br />FP-1
<br />FIRE SPRINKLER PLAN
<br />•
<br />F. 305-362-4420
<br />dtiinfo@dtiarchitect.com
<br />CO S
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<br />O 2
<br />•R
<br />RAN
<br />Carlos Piz rro, R.A.
<br />AR - 0 13079
<br />Revisions:
<br />Date Description
<br />10.30.20 ISSUED FOR BID
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<br />Job Number: 19093.01
<br />File name:
<br />Issued Date: 10.30.20
<br />Drawn by: J . C
<br />Checked by: C P
<br />SHEET NAMF
<br />COVER
<br />SHEET MTMBER
<br />A-0.0
<br />
|