Plan Review Details - Permit 05061473
Plan Review Stops For Permit 05061473
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2005-07-21 Cont ID  
Sent By jhiggins Date 2005-07-21 Time 12:38 Rev Time 0.00
Received By lmartine Date 2005-12-09 Time 11:10 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2005-12-09 Cont ID  
Sent By lmartine Date 2005-12-09 Time 13:21 Rev Time 0.00
Received By lmartine Date 2005-12-09 Time 13:21 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2005-09-20 Cont ID  
Sent By jwitmer Date 2005-09-20 Time 09:04 Rev Time 2.22
Received By jwitmer Date 2005-09-20 Time 09:04 Sent To  
Notes
2005-09-20 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05061473
 ADD: 4461 MEDICAL CENTER WAY
 CONT: YOUNG DEVELOPMENT
 TEL: (561)748-8118
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: DENIED
  
 1) *********CONTRACTOR ISSUE********
 PERMIT APPLICATION UNDER DESCRIPTION
 OF PROJECT: PLEASE COMPLETE WHAT SHALL
 BE COVERED BY THIS PERMIT. THE PERMIT
 APPLICATION INDICATES "NEW CONSTRUCTION
 OF MEDICAL OFFICE BUILDING". BUT THE
 PLANS INDICATE THIS TO BE A SHELL
 PERMIT. ON THE APPLICATION PLEASE NOTE
 IF THIS IS A SHELL ONLY,OTHERWISE THE
 ENEERGY CALS NEED TO BE REFIGURED AND
 THE WORDING OF SHELL TO BE REMOVED FROM
 PLANS.
  
 2)COMMENT # 2 FROM THE PREVIOUS REVIEW,
 SEE DRAWINGS PREPARED BY W. E.
 SCHIPSKE P.E. SHEETS WS1-4 SEALS ARE NOT
 CLEAR,NOT CLEARLY EMBOSSED.
 SEE: PLANS, SPECIFICATIONS,REPORTS
 OR OTHER DOCUMENTS PREPARED BY THE
 DESIGN PROFESSIONAL AND BEING FILED FOR
 PUBLIC RECORD SHALL HAVE THE SIGNATURE
 AND SEAL OF THE DESIGN PROFESSIONAL
 AFFIXED TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 3) COMMENT# 6 FROM THE PREVIOUS REVIEW
 ****CONTRACTOR ISSUE******
 FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 4) **********CONTRACOR ISSUE************
 COMMENT# 13A FROM THE PREVIOUS REVIEW,
 PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 5)**********CONTRACTOR ISSUE************
 COMMENT# 13B FROM THE PREVIOUS REVIEW,
 FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS FIXED AND TRANSOMS
 B) EXTERIOR DOORS GLAZED
 C) MULLIONS
 D) STORM SHUTTERS
 E) LOUVERS
 G) ROOFING ASSEMBLIES
  
 6) **********CONTRACTOR COMMENT********
 COMMENT# 14 FROM THHE PREVOIUS REVIEW,
 707.4.5.1 MULLIONS OCCURRING BETWEEN
 INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 7) *******CONTRACTOR COMMENT******
 COMMENT# 15 FROM THE PREVIOUS REVIEW
 1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 8) ******CONTRACOR COMMENT ******
 COMMENT# 16A FROM THE PREVIOUS REVIEW
 PROVIDE STORM PANEL INFORMATION
 WITH INSTALLATION SCHEDULE AND KEY PLAN
 WITH SPECIFIC ANCHORS AND MOUNTING TO BE
 USED FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
 16B) FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 PROCEDURES: 1(B) A COMPLETE INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING
 OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
 BAR REINFORCING REQUIREMENTS, WALL PRES-
 SURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION
 TO FACILITATE PLAN REVIEW AND PERMIT
 ISSUANCE.
  
 9) ********CONTRACTOR COMMENT *********
 COMMENT# 18 FROM THE PREVIOUS REVIEW
 ROOFING ASSEMBLIES, PROVIDE THE
 MANUFACTURERS COVERSHEET FOR STATE
 WEBSITE WITH THE CORRESPONDING PRODUCT
 TESTING REPORT. IDENTIFY WHICH
 SUB-SYSTEM IS TO BE USED. NOTE IF
 GENERAL LIMITATION 7 OR 9 IS USED. I #7
 IS USED PROVIDE THE ENHANCED FASTENING
 FOR ZONES 2 & 3.
  
 10) COMMENT# 19 FROM THE PREVIOUS
 REVIEW,SHEET A-5 INDICATES A DEDUCTIVE
 ALTERNATIVE TO MISSLE RATED GLASS.
 104.2.1 W.P.B. ADMINISTRATIVE CODE
 DRAWINGS & SPECIFICATIONS SHALL CONTAIN
 INFORMATION, IN THE FORM OF NOTES OR
 OTHERWISE, AS TO THE QUALITY OF
 MATERIALS, WHERE QUALITY IS ESSENTIAL TO
 CONFORMITY WITH THE TECHNICAL CODES.
 SUCH INFORMATION SHALL BE SPECIFIC
 AND THE TECHNICAL CODES "SHALL NOT BE
 CITED AS A WHOLE OR IN PART, NOR THE
 TERM "LEGAL" OR ITS EQUIVALENT BE USED
 AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION".
  
 11) COMMENT# 20 FROM THE PREVIUOS REVIEW
 DEALS WITH ALLOWABLE OPENINGS TABLE 600
 BEARING WALLS ALLOWABLE OPENINGS IN THE
 BACK WALL. BUILDING TYPE DECLARED IS
 TYPE IV UNPROTECTED/ UNSPRINKLERED.
 LOCATION OF BACK WALL TO PROPERTY LINE
 IS 10'-4", ALLOWABLE OPENINGS
 UNPROTECTED IS 20%. THE AREA OF THE WALL
 FIGURED IS FROM THE CEILING SEE (A-4)
 @ 10'-6"X 120.33'=1263 SQ FT.
 1263X 20%= 252.6 SQ FT ALLOWABLE
 OPENINGS WITHOUT OPENING PROTECTIVES.
 THIS 252.6 ALLOWABLE OPENINGS INCLUDES
 ALL VENTS THAT RUN ALONG THIS WALL.
  
 12)********CONTRACTOR COMMENT*********
 COMMENT# 22 FROM THE PREVIOUS REVIEW
  
 BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2005-07-24 Cont ID  
Sent By jwitmer Date 2005-07-24 Time 09:13 Rev Time 2.22
Received By jwitmer Date 2005-07-24 Time 09:13 Sent To PC
Notes
2005-07-24 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05061473
 ADD: 4461 MEDICAL CENTER WAY
 CONT: CATALFUMO
 TEL: (561)307-4836
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1) PERMIT APPLICATION UNDER DESCRIPTION
 OF PROJECT: PLEASE COMPLETE WHAT SHALL
 BE COVERED BY THIS PERMIT.
  
 2)) SEE DRAWINGS PREPARED BY W. E.
 SCHIPSKE P.E. SHEETS ARE PHOTO-COPIES OF
 SIGNATURE. SEE:
 PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 3)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,SEE A1
 PLANS DO NOT INDICATE TOTAL SQ. FT.
 UNDER ROOF, MINIMUM BLDG TYPE, PLANS
 INDICATE NFPA 13 SYSTEM, IF TO BE
 DESIGNED AS "SPRINKLERED" THIS WILL BE
 REQUIRED AS PART OF THE BUILDING REVIEW
 FOR THE SHELL. NOR THE BUILDING CODE
 DESIGNED UNDER (ARCH).
  
 4)FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 5)PROVIDE NOC RECORDED WITH THE CLERK OF
 COURT BEFORE A PERMIT CAN BE ISSUED.
  
 6)FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 7) NOTE SHELL BUILDING: 106.2
 CERTIFICATE OF COMPLETION. A CERTIFICATE
 OF COMPLETION IS PROOF
 THAT A STRUCTURE OR SYSTEM IS COMPLETE
 AND FOR CERTAIN TYPES OF PERMITS IS
 RELEASED FOR USE AND MAY BE CONNECTED TO
 A UTILITY SYSTEM.THIS CERTIFICATE DOES
 NOT GRANT AUTHORITY TO OCCUPY OR CONNECT
 A BUILDING, SUCH AS A SHELL BUILDING,
 PRIOR TO THE ISSUANCE OF A CERTIFICATE
 OF OCCUPANCY.
  
 8) 13-101.1.6 SHELL BUILDINGS.
 NON-RESIDENTIAL BUILDINGS THAT ARE
 PERMITTED PRIOR TO DESIGN COMPLETION OR
 WHICH WILL BE FINISHED IN SECTIONS AT A
 TIME AFTER CONSTRUCTION OF THE SHELL
 SHALL COMPLY WITHMETHOD B OF
 SUB-CHAPTER 13-4 OF THE CODE PRIOR TO
 GRANTING OF A PERMIT TO BUILD.ALL
 ASSUMPTIONS MADE ABOUT FEATURES NOT
 INSTALLED UNTIL LATER THAT ARE NOT ON
 THE BUILDING PLANS SHALL BE LISTED AND
 APPENDED TO THE FORM 400B SUBMITTED TO
 THE BUILDING DEPARTMENT.UNLESS THE
 BUILDING IS COMPLETED AS PER ALL
 ASSUMPTIONS MADE IN THE ORIGINAL CODE
 COMPLIANCE SUBMITTAL, A REVISED CODE
 SUBMITTAL(S) USING METHODS A, B OR C
 SHALL BE SUBMITTED WHEN COMPLETION OF
 THE BUILDING (OR PART OF THE BUILDING)
 IS PERMITTED.
  
 9)NOTE: EGRESS MAY WORK FOR SHELL
 BUILDING BUT FOR TENANT BUILD-OUTS.
 1004.1.4 WHERE 2 OR MORE EXITS OR EXIT
 ACCESS DOORS ARE REQUIED, AT LEAST 2 OF
 THE EXIT OR EXIT ACCESS DOORS SHALL BE
 PLACED A DISTANCE APART EQUAL TO NOT
 LESS THAN 1/2 OF THE LENGTH OF THE MAX-
 IMUM OVERALL DIAGONAL DIMENSION OF THE
 BUILDING OR AREA TO BE SERVED.
  
 10) SHEET A4 DOWNSPOUTS:
 1503.4.4 PROTECTION AGAINST DECAY &
 TERMITES. CONDENSATE LINES & ROOF DOWN
 SPOUTS SHALL DISCHARGE AT LEAST 1 FT.
 AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EX-
 TENSIONS, OR SPLASH BLOCKS.
  
 11)SHEET A5/C3 ROOF TOP MECH DETAIL OF
 RACK FOR CONDENSORS DOES NOT PROVIDE
 REQUIRED HEIGHT INFORMATION.1511.7
 ROOF MOUNTED MECHANICAL UNIT S SHALL BE
 MOUNTED ON CURBS RAISED A MINIMUM OF 8
 INCHES ABOVE THE ROOF SUR- FACE, OR
 WHERE ROOFING MATERIALS EXTEND BENEATH
 THE UNIT, ON RAISED EQUIPMENT SUPPORTS
 PROVIDING A MINIMUM CLEARENCE HEIGHT IN
 ACCORDANCE WITH TABLE 1511.7.
  
 12)SHEET A5/DETAIL 2B PROVIDES INFOR FOR
 SCUPPERS BUT NOT EMERGENCY OVERFLOOW
 SCUPPERS.1503.4.2 OVERFLOW DRAINS
 SHALL BE THE SAME SIZE AS ROOF DRAINS,
 INSTALLED WITH THE INLET FLOW LINE
 LOCATED 2" ABOVE THE LOWEST POINT OF THE
 ROOF LINE. OVERFLOW SCUPPERS SHALL BE A
 MINIMUM OF 4"IN HEIGTH AND SHALL BE
 PLACED IN WALLS OR PARARETS WITH THE
 INLET FLOW LINE ABOVE THE ROOF SURFACE.
  
 13A) PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 13B)FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 C) WINDOWS FIXED AND TRANSOMS
 D) EXTERIOR DOORS GLAZED
 E) MULLIONS
 F) STORM SHUTTERS
 G) LOUVERS
 H) ROOFING ASEMBLIES
  
 14) 707.4.5.1 MULLIONS OCCURRING BETWEEN
 INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 15) 1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 16A) PROVIDE STORM PANEL INFORMATION
 WITH INSTALLATION SCHEDULE AND KEY PLAN
 WITH SPECIFIC ANCHORS AND MOUNTING TO BE
 USED FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
 16B) FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 PROCEDURES: 1(B) A COMPLETE INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING
 OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
 BAR REINFORCING REQUIREMENTS, WALL PRES-
 SURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION
 TO FACILITATE PLAN REVIEW AND PERMIT
 ISSUANCE.
  
 17) PROVIDE THE ROOF PRESSURES FOR ROOF
 ZONES 1, 2 AND 3.TABLE 1606.2.C & FIGURE
 1606.2C.
  
 18) ROOFING ASSEMBLIES, PROVIDE THE
 MANUFACTURERS COVERSHEET FOR STATE
 WEBSITE WITH THE CORRESPONDING PRODUCT
 TESTING REPORT. IDENTIFY WHICH
 SUB-SYSTEM IS TO BE USED. NOTE IF
 GENERAL LIMITATION 7 OR 9 IS USED. I #7
 IS USED PROVIDE THE ENHANCED FASTENING
 FOR ZONES 2 & 3.
  
 19) SHEET A-5 INDICATES A DEDUCTIVE
 ALTERNATIVE TO MISSLE RATED GLASS.
 104.2.1 W.P.B. ADMINISTRATIVE CODE
 DRAWINGS & SPECIFICATIONS SHALL CONTAIN
 INFORMATION, IN THE FORM OF NOTES OR
 OTHERWISE, AS TO THE QUALITY OF
 MATERIALS, WHERE QUALITY IS ESSENTIAL TO
 CONFORMITY WITH THE TECHNICAL CODES.
 SUCH INFORMATION SHALL BE SPECIFIC
 AND THE TECHNICAL CODES "SHALL NOT BE
 CITED AS A WHOLE OR IN PART, NOR THE
 TERM "LEGAL" OR ITS EQUIVALENT BE USED
 AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION".
  
 20) SHEET A1 INDICATES THIS BUILDING IS
 BUILT AS A TYPE IV BUILDING. SITE PLAN
 INDICATES THAT THE BUILDING BACK WALL IS
 BUILT RIGHT TO THE BACK SET BACK 10'-0".
 THIS MAKES ALLOWABLE OPENINGS TO BE 10%
 OF WALL LINE OR 156 SQ FT. PLANS
 INDICATE OPENINGS OF 378 SQ FT.+
 LOUVERS.
 THE SECOND ISSUE FOR RATED WALLS LESS
 THAN 15' FROM THE PROPERTY LINE REQUIRE
 OPENING PROTECTIVES SEE 705.1.1.2.
 OVER 10' FROM PROPERTY LINE WALLS ARE
 TO BE NONCOMBUSTIBLE, NO OPENING
 PROTECTIVES REQUIRED, 20 % OPENINGS
 ALLOWED OR 312 SQ FT. PLANS WILL STILL
 BE OVER THE ALLOWABLE 20% WALL LOUVERS
 TO BE ADDED IN THIS CALCULATION.
  
 21) SHEET A4 DETAIL B INDICATES USE OF
 STUCCO CEILING AT EXTERIOR OF ENTRY.
 PLANS STATE USE OF SHEATHING NOT
 SPECIFIED?
  
 22)BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2005-12-01 Cont ID  
Sent By btrobaug Date 2005-12-01 Time 15:57 Rev Time 0.50
Received By btrobaug Date 2005-12-01 Time 15:47 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2005-09-10 Cont ID  
Sent By dpalmer Date 2005-09-10 Time 18:48 Rev Time 0.40
Received By dpalmer Date 2005-09-10 Time 18:36 Sent To  
Notes
2005-09-10 00:00:00** UNSAT**
  
 1)NOTE: PLEASE SEE TWO SEPARATE
 PHOTO-METRICS WERE SUBMITTED AND DO NOT
 CORRELATE WITH EACH-OTHER/
 PLEASE SEE PLANS SUBMITTED FOR LIGHTING
 DYNAMICS INC CONTAIN HIGHER LUMENS??
  
 2)NOTE: PLEASE CORRELATE HOUSE PANEL ON
 RISER WITH PANEL SCHEDULE. PLEASE SEE
 RISER SHOWS 125A MCB AND PANEL SHOWS
 100A MCB.
  
  
  
 *** NOTE***
 THIS NOTE IS FOR OTHER SHEETS AND NOT
 FOR ELECTRICAL OR ARCHITECTUAL..
 PLEASE SEE WS,SP,PD,PM, SHEETS, RAISED
 SEALED MUST BE CLEAR AND VISABLE WITH
 ALL INFORMATION ON SAID SEAL.
 PLEASE SEE FS 471.025, FAC 61G15-23.002
 THIS COMMENT IS NOT FOR ELECTRICAL
 SHEETS, HOWEVER THIS IS REQUIRED TO BE
 ADDRESSED BEFORE SETS ARE STAMPED FOR
 ISSUANCE OF PERMIT.
 PLEASE SEE THIS WAS NOTED ON PREVIOUS
 REVIEW BY MORE THAN ONE REVIEWER.
 IF PLANS COME BACK WITH OUT MEETING
 REQUIRED FLORIDA STATUES, PLANS WILL BE
 RETAINED FOR POSSIBLE REVIEW ON STATE
 LEVEL.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2005-07-06 Cont ID  
Sent By dpalmer Date 2005-07-06 Time 11:20 Rev Time 0.75
Received By dpalmer Date 2005-07-06 Time 11:11 Sent To  
Notes
2005-07-06 00:00:00************* UNSAT **************
  
 PLANS SUBMITTED FOR "PLAN REVIEW
 ONLY" AND NOT FOR PERMIT.
  
 1)NOTE: PLEASE SEE SHEETS PD1, PD2,PM,
 WS-1 ARE ALL SEALED PHOTOCOPIES AND DO
 NOT CONTIAN THE ORIGINAL SIGNATURE BY
 SAID ENGINEER OF RECORD. PLEASE ALSO SEE
  
 WS-2 AND WS3 ARE ONNLY PHOTOCOPIES AND
 DO NOT CONATIN ORIGINAL SIGNATURE OR
 SEAL. ONCE AGAIN, THESE ARE ALSO
 PHOTOCOPIES OF SIGNED PLANS.
 PLEASE SEE THIS COMMENT IS MADE WHETHER
 OR NOT COMMENT IS MADE BY OTHER
 REVIEWER(S).
  
 2) NOTE: PLEASE SEE PLANS FORSITE
 LIGHTING SHALL BEAR THE PRINTED NAME AND
 SIGNATURE OF THE PERSON RESPONSIBLE FOR
 PLANS/ DESIGN FBC 104.2.1
 PLEASE INCLUDE CIRCUITING AND CORRELATE
 WITH PANEL SCHEDULE.
  
 3)NOTE: PLEASE SEE BLDG REVIEW COMMENTS
 FOR WIND LOADING OF SITE LIGHTING POLES
 AND FIXTURES PER FBC 140 MPH.
  
 4)NOTE: PLEASE CLARIFY ROOF-TOP GFI FOR
 A/C EQUIPMENT. 210.63
  
 5)NOTE: PLEASE SEE LOAD CALCULATIONS
 SHALL INDICATE SQ FT ETCPLEASE SHOE
 CALCS AND HOW LOADS WERE DERIVED.
 PER 220,10,220.11,220.13, ETC.
 PLEASE SEE ALL CONTINUOUS LOADS ARE TO
 BE SHOWN 125% ALONG WITH LARGETS MOTOR
 LOADS.
 215.3,230.42 ETC.
  
 6)NOTE: PLEASE INDICATE CONDUCTORS FROM
 GUTTER TO METER(S).
 PLEASE INCLUDE SIZING FOR GUTTER BASED
 ON SEC'S.
 366,215.5
  
 7)NOTE: PLEASE SEE RISER SEEMS TO
 INDICATE PANELS FOR TENANTS AS FUTURE,
 HOWEVER PANEL SCHEDULES AND PLANS SEEM
 TO INDICATE BEING INSTALLED AT THIS
 TIME?
 PLEASE ONLY SHOW CONDUITS STUBBED IN
 TENANT SPACES IF IN SCOPE OF WORK OR??
 215.5
  
 PLEASE SEE POSSIBLE COMMENTS FROM OTHER
 TRADES WHICH MAY AFFECT ELECTRICAL
 PLANS.
  
 PLEASE REMOVE ALL OLD/VOIDED SHEETS AND
 ONLY INSERT ANY NEW REVISED SHEETS INTO
 COMPLETE SETS FOR REVIEW AND STAMPING.
 ONE SET OF OLD SHEETS SHOULD BE
 SUBMITTED FOR REFERENCE.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2005-12-07 Cont ID  
Sent By mamini Date 2005-12-07 Time 11:55 Rev Time 0.50
Received By mamini Date 2005-12-07 Time 11:55 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2005-09-09 Cont ID  
Sent By mamini Date 2005-09-09 Time 09:11 Rev Time 0.50
Received By mamini Date 2005-09-09 Time 09:10 Sent To  
Notes
2005-09-09 00:00:00FAILED:
  
 1. POLLUTION PREVENTION PLANS MUST BE
 INCLUDED IN CIVIL PLANS, SILT FENCE,
 INLET PROTECTION, ETC..
 2. CIVIL PLANS REFER TO 10'X10' DUMPSTER
 ENCLOSURES, FOR THE SIZE,IT SHOULD REFER
 TO THE DETAILS THAT IS PROVIDED.
 3. ALL PARKING STALLS MUST BE PAINTED
 WITH DOUBLE 4" WIDE WHITE, PER CITY
 REQUIRERMENT, A DETAIL SHOULD BE ADDED.
 4. PLEASE NOTE THAT, WORK WITHIN PUBLIC
 R.O.W REQUIRES A SEPARATE PERMIT AT NO
 COST FROM PUBLIC UTILITIES AND
 ENGINEERING, CONTACT WINDEL PALMER
 AT,494-1086.
 5. PLEASE NOTE THAT, CONNECTION TO THE
 CITY SERVICES MUST BE APPROVED BY THE
 PUBLIC UTILITIES AND ENGINEERING PRIOR
 GETTING APPROVAL FROM THE CONSTRUCTION
 SERVICES, 494-1085, MANNY GONZALEZ.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2005-06-28 Cont ID  
Sent By mamini Date 2005-06-28 Time 11:33 Rev Time 1.00
Received By mamini Date 2005-06-28 Time 11:33 Sent To  
Notes
2005-06-28 00:00:00FAILED:
  
 1. POLLUTION PREVENTION PLANS MUST BE
 INCLUDED IN CIVIL PLANS, SILT FENCE,
 INLET PROTECTION, ETC..
 2. PLEASE SUBMIT CIVIL PLANS ONLY TO
 PUBLIC UTILITIES AND ENGINEERING ATT;
 MANNY GONZALEZ 494-1085.
 3. CIVIL PLANS REFERS TO 10'X10'DUMPSTER
 ENCLOSURE, IT SHOULD REFER TO DETAILS
 PROVIDED.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2005-09-21 Cont ID  
Sent By mwennerg Date 2005-09-21 Time 11:12 Rev Time 0.00
Received By mwennerg Date 2005-09-21 Time 11:12 Sent To  
Notes
2005-09-10 00:00:00NEW SHEETS FORREVIEW
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2005-07-11 Cont ID  
Sent By mcarsill Date 2005-07-11 Time 12:19 Rev Time 0.00
Received By mcarsill Date 2005-07-11 Time 12:19 Sent To  
Notes
2005-07-11 00:00:001. NEW FIRE HYDRANT PLANNED FOR THE
 SITE SHALL BE PROVIDED WITH PROPER
 CLEARANCES.
  
 2. WHEN SPACES ARE SUBDIVIDED INTO
 SEPARATE TENANT SPACES, PROPER
 DEMISING WALLS SHALL BE PROVIDED.
  
 3. WRONG LIFE SAFETY CODE REFERENCED
 ON PLANS. SHOULD READ NFPA 101, THE
 LIFE SAFETY CODE, 2003 EDITION.
  
 4. WET FIRE HYDRANTS ARE REQUIRED PRIOR
 TO, DURING AND AFTER CONSTRUCTION.
  
 5. CONSTRUCTION, DEMOLITION, AND
 RENOVATION TO COMPLY WITH NFPA 241.
  
 6. SEPARATE PLANS AND PERMITS FOR
 FUTURE TENANT IMPROVEMENT PLANS.
  
 MIKE CARSILLO, CHIEF FIRE PREVENTION
 OFFICER
  
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2006-02-16 Cont ID  
Sent By adarroug Date 2006-02-16 Time 10:13 Rev Time 0.00
Received By adarroug Date 2006-02-16 Time 10:13 Sent To B
Notes
2006-02-16 00:00:00TO "JWITMER" DESK
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2005-11-21 Cont ID  
Sent By adarroug Date 2005-11-21 Time 14:36 Rev Time 0.00
Received By adarroug Date 2005-11-21 Time 14:36 Sent To  
Notes
2005-11-21 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2005-09-07 Cont ID  
Sent By adarroug Date 2005-09-07 Time 15:00 Rev Time 0.00
Received By adarroug Date 2005-09-07 Time 15:00 Sent To  
Notes
2005-09-07 00:00:00TO "COMM" BD#58
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2005-07-24 Cont ID  
Sent By jwitmer Date 2005-07-24 Time 09:13 Rev Time 0.00
Received By jwitmer Date 2005-06-23 Time 16:34 Sent To  
Notes
2005-06-27 00:00:00TO "COMM" BD#2
2005-06-23 00:00:00WAITING FOR "COMM" BD
Review Stop M MECHANICAL (A/C)
Rev No 3 Status N Date 2005-12-01 Cont ID  
Sent By pkrauss Date 2005-12-01 Time 06:42 Rev Time 0.30
Received By pkrauss Date 2005-12-01 Time 06:34 Sent To B
Notes
2005-12-01 00:00:00"SHELL ONLY"
 NO MECHANICAL PLANS SUBMITTED FOR
 REVIEW.PLEASE PROVIDE PLANS, EQUIPMENT
 SCHEDULE & ENERGY CALCULATIONS WITH
 MECHANICAL PERMIT APPLICATION.ROOF
 ACCESS ON PLAN SHEET A3.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2005-09-14 Cont ID  
Sent By pkrauss Date 2005-09-14 Time 14:16 Rev Time 0.40
Received By pkrauss Date 2005-09-14 Time 14:06 Sent To  
Notes
2005-09-14 00:00:00DENIED:
 RESPONSE TO COMMENT #3 FROM REVIEW DATED
 7-21-05, INDICATES ROOF HEIGHT AT 14 FT
 ABOVE GRADE.COMMENT #3 ALSO INDICATES
 TO INCLUDE THE PARAPET WALL WICH EXTENDS
 TO 17 FT ABOVE GRADE.PLEASE INDICATE
 PERMANENT MEANS OF ACCESS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2005-07-21 Cont ID  
Sent By pkrauss Date 2005-07-21 Time 09:44 Rev Time 0.40
Received By pkrauss Date 2005-07-21 Time 09:44 Sent To  
Notes
2005-07-21 00:00:00*************PLAN CHECK ONLY************
  
 NO MECHANICAL PLANS OR CONTRACTOR
 INDICATED.PLANS APPEAR TO BE FOR THE
 "SHELL" BUILDING ONLY.
  
 1.PLEASE PROVIDE ENERGY CALCULATIONS
 IN ACCORDANCE WITH 2001 FBC CHATPER 13
 SUB-CHAPTER 4.
  
 2.PLAN SHEET S-2 & MP-1 INDICATE
 MECHANICAL EQUIPMENT LOCATED ON THE
 ROOF.ROOF CURBS & STANDS SHALL COMPLY
 WITH 2001 FBC 1511.7 FOR HEIGHT
 REQUIREMENT ABOVE THE FINISHED ROOF.
  
 3.PER 2001 FBC(M)306.5, EQUIPMENT
 LOCATED ON THE ROOF AT A HEIGHT GREATER
 THAN 16 FT, SHALL HAVE A PERMANENT MEANS
 OF ACCESS.SUCH ACCESS SHALL NOT
 REQUIRE CLIMBING OVER OBSTRUCTIONS
 GREATER THAN 30" (PARAPET WALL).
  
 PLEASE INDICATE IF INTERIOR BUILDOUT
 WILL BE UNDER A SEPARATE PERMIT.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop P PLUMBING
Rev No 3 Status P Date 2005-11-30 Cont ID  
Sent By jleech Date 2005-11-30 Time 14:15 Rev Time 0.50
Received By jleech Date 2005-11-30 Time 14:15 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2005-10-07 Cont ID  
Sent By jleech Date 2005-10-07 Time 12:30 Rev Time 1.50
Received By jleech Date 2005-10-07 Time 12:30 Sent To  
Notes
2005-10-07 00:00:00DENIED;
 1.PLEASE SHOW DETAIL OF OVERFLOW
 SCUPPERS, H X W ANDHOW HIGH OFF ROOF
 TO BOTTOM OF SUPPER.
 2.NOTE 3 FROM LAST REVIEW WAS NOT
 ADDRESSED; (ROOF DOWNSPOUTS SHALL
 DISCHARGE AT LEAST 12" AWAY FROM
 STRUCTURE SIDEWALL SEC 1503.4.4.) SEE
 PAGE A-4 (WALL SEC.) DOWN SPOUT NOT 12"
 AWAY FROM BUILDING.
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 805-6695
Review Stop P PLUMBING
Rev No 1 Status F Date 2005-07-16 Cont ID  
Sent By kstevens Date 2005-07-16 Time 08:07 Rev Time 1.25
Received By kstevens Date 2005-07-16 Time 07:04 Sent To  
Notes
2005-07-16 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 BUILDING
  
  
 1. LIST OF DRAWINGS INDICATE SHEETS LP-1
 AND LP-2. THESE SHEETS HAVE NOT BEEN
 SUBMITTED. PLEASE CLARIFY SECTION
 104.2.1.
 2. SHT A2 SUBMIT CALCULATIONS FOR
 PRIMARY AND SECONDARY ROOF DRAINS. SHOW
 TOTAL AREA OF ROOF, AND INDICATE AREA
 DRAIND BY EACH DOWNSPOUT. SHOW 1/2 AREA
 OF VERTICAL WALLS INCLUDING PARAPETS
 ADDED TO CALCULATIONS.
 3. ROOF DOWNSPOUTS SHALL DISCHARGE AT
 LEAST 1 FOOT AWAY FROM THE STRUCTURE
 SIDEWALL. SECTION 1503.4.4. PLEASE
 INDICATE HOW THIS WILL BE ACCOMPLISHED.
 4. SHT MP1 CLEANOUTS ON THE TWO UPSTREAM
 DUILDING DRAIN LINSE DO NOT COMPLY WITH
 SECTION 706.3 AND DO NOT GUIDE THE WASTE
 IN THE DIRECTION OF FLOW. - SUGGEST ALL
 BUILDING DRAIN LINE HAVE A TWO WAY
 CLEANOUT OUTSIDE THE BUILDING FOR EASY
 ACCESS FOR SERVICE. SEE RED LINE
 CORRECTIONS ON ONE SET OF PLANS.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 4 Status P Date 2005-12-05 Cont ID  
Sent By lmartine Date 2005-12-05 Time 12:00 Rev Time 0.00
Received By lmartine Date 2005-12-05 Time 12:00 Sent To  
Notes
2005-12-05 00:00:00APPROVED PER JOHN ROACH, SEE PLANS FOR
 SIGNATURE.
Review Stop Z ZONING
Rev No 3 Status F Date 2005-11-23 Cont ID  
Sent By lmartine Date 2005-11-23 Time 11:04 Rev Time 0.00
Received By lmartine Date 2005-11-23 Time 11:03 Sent To  
Notes
2005-11-23 00:00:0011/23/2005***FAILED***
  
 PER JOHN ROACH, PLANNER...THE FOLLOWING
 ITEMS REMAIN INCOMPLETE:
  
 1) DOUBLE-STRIPING OF PARKING STALL
 SHALL CONSIST OF 1'4" FROM CENTERLINE OF
 4" WIDE STRIPE TO CENTERLINE OF 4" WIDE
 STRIPE.
  
 2) NO SURVEY PROVIDED.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH,
 PLANNER AT (561) 822-1435.
Review Stop Z ZONING
Rev No 2 Status F Date 2005-09-13 Cont ID  
Sent By jroach Date 2005-09-13 Time 17:01 Rev Time 0.00
Received By jroach Date 2005-09-13 Time 17:01 Sent To  
Notes
2005-09-13 00:00:009/13/05 ***FAILED***
  
 1) ADJUST PARKING DETAIL TO SHOW
 DOUBLE-STRIPING ON BOTH SIDES OF
 STANDARD PARKING SPACE.
  
 2) DOUBLE-STRIPING OF PARKING STALL
 SHALL CONSIST OF 1'4" FROM CENTERLINE OF
 4" WIDE STRIP TO CENTERLINE OF 4" WIDE
 STRIPE.
  
 3) NO SURVEY PROVIDED.
  
 4) PROVIDE DETAILS REGARDING HEIGHT OF
 PARKING LOT LIGHT FIXTURES...SCHEDULE
 PROVIDED DOES NOT CLEARLY INDICATE
 HEIGHT.FIXTURES SHALL NOT EXCEED 30
 FEET IN HEIGHT IN THE PARKING LOT AND 15
 FEET IN HEIGHT ALONG WALKWAYS.
  
 5) TWO (2) SETS OF PHOTOMETRIC PLANS
 WERE PROVIDED....WHICH IS CORRECT?
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH,
 PLANNER AT (561) 822-1435.
Review Stop Z ZONING
Rev No 1 Status F Date 2005-07-22 Cont ID  
Sent By jroach Date 2005-07-22 Time 11:39 Rev Time 0.00
Received By jroach Date 2005-07-22 Time 11:39 Sent To  
Notes
2005-07-22 00:00:007/22/05 ***FAILED***
  
 1) PROPOSED SITE PLAN DOES NOT MATCH
 APPROVAL AT TIME OF INFORMAL SITE PLAN
 REVIEW.
  
 1A) SIZE OF DUMPSTER ENCLOSURE DOES NOT
 MATCH THE DETAIL.DUMPSTER SHALL HAVE A
 MINIMUM OF 12'6" OF CLEAR WIDTH.
  
 1B) DUMPSTER ENCLOSURE IS IN INCORRECT
 LOCATION.I BELIEVE THE LOCATION SHOWN
 INTERFERES WITH AN EXISTING EASEMENT.
 INFORMAL SITE PLAN REVIEW APPROVAL
 SWAPPED THE LOCATION OF THE DUMPSTER AND
 THE LOADING ZONE.
  
 2) ADJUST PARKING DETAIL TO SHOW
 DOUBLE-STRIPING ON BOTH SIDES OF THE
 STANDARD PARKING SPACE.
  
 3) DOUBLE-STRIPING OF PARKING STALL
 SHALL CONSIST OF 1'4" FROM CENTERLINE OF
 4" WHITE STRIPE TO CENTERLINE OF 4"
 WHITE STRIPE.
  
 4) EXTEND PHOTOMETRIC LEVELS TO THE
 PROPERTY LINE.ILLUMINATION SHALL NOT
 EXCEED 1.0 FOOTCANDLES ALONG CONGRESS
 AVENUE PROPERTY LINE.
  
 4) PROVIDE DETAILS OF PARKING AND
 WALKWAY LIGHTING FIXTURES.PARKING LOT
 LIGHTING SHALL NOT EXCEED 30 FEET IN
 HEIGHT.WALKWAY LIGHTING FIXTURES SHALL
 NOT EXCEED 15 FEET IN HEIGHT.
  
 5) NO SURVEY SUBMITTED.
  
 6) NO LANDSCAPE PLANS SUBMITTED.
  
 7) ENSURE THAT ALL PLANS ARE CONSISTENT
 AND REFLECT ALL CHANGES/COMMENTS.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH,
 PLANNER AT (561) 822-1435.


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