Plan Review Details - Permit 06090625
Plan Review Stops For Permit 06090625
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status P Date 2008-05-02 Cont ID  
Sent By mjacobs Date 2008-05-02 Time 08:20 Rev Time 0.00
Received By mjacobs Date 2008-05-01 Time 12:56 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2008-04-25 Cont ID  
Sent By mjacobs Date 2008-04-25 Time 15:50 Rev Time 0.00
Received By mjacobs Date 2008-04-25 Time 14:27 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2008-03-24 Cont ID  
Sent By mjacobs Date 2008-03-24 Time 08:59 Rev Time 0.00
Received By mjacobs Date 2008-03-24 Time 08:41 Sent To PC
Notes
2008-03-24 09:17:38THE STRUCTURAL PORTION OF THIS RREVISION IS OK. HOWEVER
 DUE TO THE FACT THAT ZONING HAS FAILED THIS REVISION,
 THE PLANS WON'T BE STAMPED AT THIS TIME.
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2008-02-21 Cont ID  
Sent By jwitmer Date 2008-02-21 Time 14:55 Rev Time 1.22
Received By jwitmer Date 2008-02-21 Time 14:55 Sent To PC
Notes
2008-02-21 15:00:34REVISIONS :
 1) SK-1 TAVERAS ENGINEERING
 2) SK- 2.1 DATED 02-15-08
 3) SK-2.2DATED 02-15-08
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2007-08-27 Cont ID  
Sent By jwitmer Date 2007-08-27 Time 11:32 Rev Time 2.22
Received By jwitmer Date 2007-08-27 Time 11:32 Sent To  
Notes
2007-08-28 07:30:44ROOFING PRODUCT APPROVAL :
 MIAMI-DADE NOA 06-0207.04
 STEVENS ROOFING SYSTEMS - TPO SINGLE PLY ROOFING SYSEM
 OVER WOOD DECK
 PAGE 8
 FASTENING METHOD # 3 W/ ENHANCED FASTENING PATERN RAS
 117
2007-08-27 11:35:10BUILDING PROVISO : THE ARCHITECT RAFAEL RODRIGUEZ WILL
 SUBMIT A NEW A-3 REMOVING ROOF NOTE -89. PSF ALL ROOF
 ZONES.
  
 J WITMER
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2007-08-25 Cont ID  
Sent By jwitmer Date 2007-08-25 Time 08:07 Rev Time 0.77
Received By jwitmer Date 2007-08-25 Time 08:06 Sent To B
Notes
2007-08-25 08:09:03BUILDING PLAN REVIEW
 PERMIT: 06090625
 ADD: 425 24TH ST
 CONT: SOUTHERN CONSTRUCTION SYSTEMS
  
 TEL: (561)662-2755
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 4THREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 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 SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 2)FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE
 WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS NOT
 ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6)
 THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE
 CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.
  
 23-35A) COMPLIED.
  
 35B) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
 PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT INSPECTOR)
 OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE ASFOLLOWS:
  
 B) JPS ELASTOMERICS ROOFING FL1259-R1THE THE RAS 117
 CALCULATION BASED ON THE WRONG CALCULATIONS.
 * THERE IS NO MEAN ROOF HEIGTH
 * THE WRONG MAXIMUM UPLIFT PRESSURE 45PSF
 HIGHLIGHTED SHEET 9 FASTENING SCHEDULE# 2 INDICATES
 60PSF
 * INPUT IN RAS DOCUMENT INDICATES THE SPACING @ 12"
 O.C. WHEREAS THE SUBSYSTEM PAGE 9 INDICATES FOR THE
 SINGLE LINE OF ATTACHMENT TO BE
 4 INCHES ON CENTER
 * SHEET A-3 INDICATES THE ARCHITECT REQUIRES A -89.0
 ALL ROOF ZONES!
 36) COMPLIED.
  
 37) 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2007-08-22 Cont ID  
Sent By jwitmer Date 2007-08-22 Time 14:02 Rev Time 0.77
Received By jwitmer Date   Time   Sent To  
Notes
2007-08-22 14:01:59BUILDING PLAN REVIEW
 PERMIT: 06090625
 ADD: 425 24TH ST
 CONT: SOUTHERN CONSTRUCTION SYSTEMS
  
 TEL: (561)662-2755
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 4THREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 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.
  
 2)FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE
 OF COMMENCEMENT IS NOT ACTUALLY COMMENCED
 WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID.
  
 3- 24) COMPLIED.
  
 25) COMPLIED.
  
 26- 35A) COMPLIED.
  
 35B) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
 PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
  
 A) PGT WINDOWS FIXED FL-243-R0 -COMPLIED.
  
 B) JPS ELASTOMERICS ROOFING FL1259-R1THE WRONG ASCE 7-
 98WAS USED IN THE CALCULATIONS. THE @004 FBC USES
 ASCE7-02 - THE SUBSYSTEM HIGHLIGHTED ON SHEET 9
 INDICATES A MAXIMUM DESIGN PRESSURE OF 60 PSF WITH
 LIMITATION# 7, ALLOWING ENHANCED FASTENING IN ZONES 2&
 3. PLEASE PROVIDE RAS 117 CALCULATIONS PREPARED FROM
 EITHER THE ARCHITECT OR ENGINEER OF RECORD FOR THE
 ENHANCED FASTENING IN ZONES 2 & 3.
  
 36) COMPLIED.
  
 37) 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2007-07-29 Cont ID  
Sent By jwitmer Date 2007-07-29 Time 20:32 Rev Time 1.22
Received By jwitmer Date 2007-07-29 Time 20:32 Sent To  
Notes
2007-07-29 20:34:12BUILDING PLAN REVIEW
 PERMIT: 06090625
 ADD: 425 24TH ST
 CONT: SOUTHERN CONSTRUCTION SYSTEMS
  
 TEL: (561)662-2755
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 3RDREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 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.
  
 2)FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE
 OF COMMENCEMENT IS NOT ACTUALLY COMMENCED
 WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID.
  
 3- 24) COMPLIED.
  
 25)PLEASE PROVIDE THE SPIRAL STAIR INFORMATION FOR
 THE MEZZANINE LEVEL USED FOR CONTROL ROOM AND THE
 TICKET BOOTH. SEE 1009.9.1.
  
 26- 35A) COMPLIED.
  
 35B) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
 PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
  
 A) PGT WINDOWS FIXED FL-243-R0 THE WRONG NOA WAS
 SUBMITTED FOR THE BACK UP REPORT
  
 B) JPS ELASTOMERICS ROOFING FL1259-R1 THE SUBSYSTEM
 HIGHLIGHTED ON SHEET 9 INDICATES A MAXIMUM DESIGN
 PRESSURE OF 60 PSF WITH LIMITATION# 7, ALLOWING
 ENHANCED FASTENING IN
 ZONES 2& 3. PLEASE PROVIDE RAS 117 CALCULATIONS
 PREPARED FROM EITHER THE ARCHITECT OR ENGINEER OF
 RECORD FOR THE ENHANCED FASTENING IN ZONES 2 & 3.
  
 36) COMPLIED.
  
 37) 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-04-13 Cont ID  
Sent By jwitmer Date 2007-04-13 Time 13:13 Rev Time 6.55
Received By jwitmer Date 2007-04-13 Time 08:04 Sent To  
Notes
2007-04-13 13:36:42BUILDING PLAN REVIEW
 PERMIT: 06090625
 ADD: 425 24TH ST
 CONT: SOUTHERN CONSTRUCTION SYSTEMS
  
 TEL: (561)662-2755
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2NDREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 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.
  
 2)FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE
 OF COMMENCEMENT IS NOT ACTUALLY COMMENCED
 WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID.
  
 3 ) SEE ATTACHMENT, CITY OF WPB GIS
 INDICATES THERE ARE TWO LOTS , NOT ONE.
 THE SITE PLAN INDICATES ALSO INDICATES SEPERATE LOTS
 AND
 ONLY 9'-10" BETWEEN BUILDINGS,BUT NO
 DIMENSION FROM THE PROPERTY LINE TO EACHBUILDING. THE
 PROPOSED BUILDING STRUCTURE TRANSGRESSES LEGAL BOUNDARY
 LINES
 BETWEEN THE LOTS WHICH COMBINE TO FORM
 'THE SITE'.A 'UNITY OF TITLE' SHALL BE
 RECORDED AT THE COUNTY COURTHOUSE.
 SUBMIT A COPY OF THE RECORDED 'UNITY OF
 OF TITLE' DOCUMENT SO THAT FBC TABLE 600
 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED
 NOT APPLICABLE.
 THE LIFE SAFETY PLAN INDICATES AN ADDITION
 THAT CROSSES THE LOT LINE, FORMING ONE BUILDING.
  
 4-14) COMPLIED.
  
 15) LS1 STUDIO 1 & 2 WHEN THE ROOMS ARE FIGURED
 SEPERATELY THE OCCUPANT LOAD IS LESS THAN 50, BUT WHEN
 THE ROOMS ARE FIGURED TOGETHER THEY HAVE AN OCCUPANT
 LOAD OF 52 REQUIRING THE TWO DOORS FOR EXITING.THE
 DOORS THEN ARE REQUIRED TO SWING IN THE DIRECTION OF
 EGRESS TRAVEL 1008.1.2.
  
 16-18) COMPLIED.
  
 19)2ND REQUEST SHEET LS-1 INDICATES THE USE OF A
 VERTICAL LIFT . PLEASE SUBMIT THE MANUFACTURERS SPECS
 IN ACCORDANCE WITH ASME A17.1. WHERE W HEELCHAIR LIFTS
 ARE USED THEY SHALL COMPLY WITH SECTIONS 11-4.2.4,
 11-4.5 11-4.27 AND ASME A17.1, SAFETY CODE FOR
 ELEVATORS AND ESCALATORS, SECTION XX, 1990.
  
 20-24) COMPLIED.
  
 25)PLEASE PROVIDE THE SPIRAL STAIR INFORMATION FOR
 THE MEZZANINE LEVEL USED FOR CONTROL ROOM AND THE
 TICKET BOOTH. SEE 1009.9.1.
  
 26-27) COMPLIED.
  
 28) 2ND REQUEST LS-1 DOOR # 117 IS MISSING THE 18"
 CLEARENCE LATCH SIDE OF THE DOOR.
 11-4.13.6 MANEUVERING CLEARENCES
 AT DOORS. MINIMUM MANEUVERING CLEARANCES
 AT DOORS THAT ARE NOT AUTOMATIC OR
 POWER-ASSISTED SHALL BE AS SHOWN IN
 FIG. 25. THE FLOOR OR GROUND AREA WITH
 IN THE REQUIRED CLEARANCES SHALL BE
 CLEAR & LEVEL.
  
 29-33) COMPLIED.
  
 34) 2ND REQUEST,1609.1.4 PROTECTION OF OPENINGS. IN
 WIND-BORNE DEBRIS REGIONS, EXTERIOR
 GLAZING THAT RECEIVES POSITIVE PRESSURE
 IN THE LOWER 60 FEET (18.3 M) IN
 BUILDINGS SHALL BE ASSUMED TO BE
 OPENINGS AND THE BALANCE OF GLAZED
 OPENINGS IN THE REST OF THE BUILDING
 SHALL BE ASSUMED TO BE ZERO UNLESS SUCH
 GLAZING THAT RECEIVES POSITIVE PRESSURE
 IS IMPACT RESISTANT OR PROTECTED WITH AN
 IMPACT RESISTANT COVERING MEETING THE
 REQUIREMENTS OF SSTD 12, ASTM E 1886 AND
 ASTM E 1996, OR MIAMI-DADE TAS 201, 202
 AND 203 REFERENCED THEREIN AS FOLLOWS:
 1.GLAZED OPENINGS LOCATED WITHIN 30
 FEET (9.1 M) OF GRADE SHALL MEET THE
 REQUIREMENTS OF THE LARGE MISSILE TEST.
 2.GLAZED OPENINGS LOCATED MORE THAN
 30 FEET (9.1 M) ABOVE GRADE SHALL MEET
 THE PROVISIONS OF THE SMALL MISSILE
 TEST.
  
 35) 2ND REQUEST, THE DESIGNER OF RECORDS STAMP IS ONTHE
 DOCUMENTS BUT THERE IS NOTHING HIGHLIGHTED IN THE
 PACKAGES FOR PRESURES.
 WPB ADMIN CODE 106.3* PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 35A)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
  
 35B) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
 PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS : YKK AP"YHS"THERE ARE TWO SEPERATE PACKS
 SUBMITTED ONE FOR LARGE MISSLE AND ONE NOT LARGE MISSLE
 TESTEDWHICH IS TO BE USED?
 THE LARGE MISSLE RATED SYSTEM, THE MULLIONS ARE
 NOT HIGHLIGHTED AS TO REINFORCED WITH OR WITHOUT
 STEEL,
 THE TYPE OF GLASS IS NOT HIGHLIGHTED FOR SIZE OR
 PRESSURE, NOT ALSO PRESSURES ARE TO BE DIVIDED BY 1.33
 FOR THE ACTUAL DESIGN PRESSURE!!!!!SEE FLORIDA
 COVERSHEET.
  
 B) DOORS: YKK AP"35H" MISSING THE FLORIDA COVER
 SHEET PLUS THE TECHNICAL DRAWINGS. THE LARGE MISSLE
 RATED SYSTEM, THE MULLIONS ARE NOT HIGHLIGHTED AS TO
 REINFORCED WITH OR WITHOUT STEEL,
 THE TYPE OF GLASS IS NOT HIGHLIGHTED FOR SIZE OR
 PRESSURE, NOT ALSO PRESSURES ARE TO BE DIVIDED BY 1.33
 FOR THE ACTUAL DESIGN PRESSURE!!!!!SEE FLORIDA
 COVERSHEET.
  
 C)DOORS : NANA WALL SYSTEM -NO REPORTS WERE
 SUBMITTED THIS TIME.
  
 D) DOORS FLEMING MISSING FLORIDA COVERSHEET AND
 REPORTS!!!
  
 E) ROLL UP DOOR: DELETED FROM PLANS.
  
 F) ROOFING ASSEMBLIES: NO REPORTS WERE SUBMITTED THIS
 ROOF IS MISSING OR NOT IN
 COMPLIANCE WITH THE FOLLOW ITEMS:
 _X__ CONTRACTOR DID NOT PROVIDE THE MEAN
 ROOF HEIGHT.
  
 X___ CONTRACTOR DID NOT INDICATE THE ROOF
 PITCH.
  
 _X__ CONTRACTOR FAILED TO INDICATE WHICH
 SYSTEM TO BE USED.
 CONTRACTOR FAILED TO SUBMIT THE NOA PLUS
 FAILED TO INDICATE WHICH SUBSYSTEM IS TO BE USED. _X__
 THE SYSTEM PROVIDED HAS A LOW
 PRESSURE FOR ZONE ___ .
  
 _X__THE SYSTEM PROVIDED STATES
 LIMITATION# 7, SHOULD THE FASTENER
 RESISTANCE BE LESS THAN THAT
 REQUIRED, AS DETERMINED BY THE
 BUILDING OFFICIAL, A REVISED
 FASTENER SPACING, PREPARED , SIGNED
 AND SEALED BY A FLORIDA REGISTERED
 PROFESSIONAL ENGINEER, REGISTERED
 ARCHITECT OR REGISTERED ROOF
 CONSULTANT MAY BE SUBMITTED.
  
 ___THE SYSTEM PROVIDED INDICATES
 LIMITATION# 9, NO ENHANCED
 FASTENING ALLOWED.
  
 36)SHEET A-5 A/C EQUIPMENT OVER THE RIGHT OF WAY THE
 45% ANGLE BRACING MEETS THE MINIMUM HEIGHT REQUIREMENTS
 THE FRAMING MEMBERS JUST TO THE LEFT OF THE 45% BRACE
 WILL NEED TO BE ATA HIGHER ELEVATION.
 SEE 3202.3.2
 WHERE THE VERTICAL CLEARANCE ABOVE GRADE TO PROJECTING
 WINDOWS, BALCONIES, ARCHITECTURAL FEATURES OR
 MECHANICAL EQUIPMENT IS MORE THAN 8 FEET (2438 MM), 1
 INCH (25 MM) OF ENCROACHMENT IS PERMITTED FOR EACH
 ADDITIONAL 1 INCH (25 MM) OF CLEARANCE ABOVE 8 FEET
 (2438 MM), BUT THE MAXIMUM ENCROACHMENT SHALL BE 4 FEET
 (1219 MM).
  
 37)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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-10-10 Cont ID  
Sent By jwitmer Date 2006-10-10 Time 16:10 Rev Time 12.55
Received By jwitmer Date 2006-10-10 Time 15:35 Sent To  
Notes
2006-10-10 16:55:41BUILDING PLAN REVIEW
 PERMIT: 06090625
 ADD: 425 24TH ST
 CONT: SOUTHERN CONSTRUCTION SYSTEMS
  
 TEL: (561)662-2755
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1STREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 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.
  
 2)FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE
 OF COMMENCEMENT IS NOT ACTUALLY COMMENCED
 WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID.
  
 3 ) SEE ATTACHMENT, CITY OF WPB GIS
 INDICATES THERE ARE TWO LOTS , NOT ONE. THE SITE PLAN
 INDICATES ALSO INDICATES SEPERATE LOTS AND
 ONLY 9'-10" BETWEEN BUILDINGS,BUT NO
 DIMENSION FROM THE PROPERTY LINE TO EACHBUILDING. THE
 PROPOSED BUILDING STRUCTURE TRANSGRESSES LEGAL BOUNDARY
 LINES
 BETWEEN THE LOTS WHICH COMBINE TO FORM
 'THE SITE'.A 'UNITY OF TITLE' SHALL BE
 RECORDED AT THE COUNTY COURTHOUSE.
 SUBMIT A COPY OF THE RECORDED 'UNITY OF
 OF TITLE' DOCUMENT SO THAT FBC TABLE 600
 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED
 NOT APPLICABLE.
 THE LIFE SAFETY PLAN INDICATES AN ADDITION
 THAT CROSSES THE LOT LINE, FORMING ONE BUILDING.
  
 4) PLEASE INDICATE COMPLIANCE WITH AREA
 TABLE 503.PROVIDE AREA INCREASES (506.3)
 TO SHOW COMPLIANCE
 WITH TABLE 503.
  
 5) NOTE:) 109.3.10* IMPACT OF CONSTRUCTION. ALL
 CONSTRUCTION ACTIVITY REGULATED BY
 THIS CODE SHALL BE PERMORMED IN A MANNER
 SO AS NOT TO ADVERSELY IMPACT THE
 CONDITION OF ADJACENT PROPERTY, UNLESS
 SUCH ACTIVITY IS PERMITTED TO AFFECT
 SAID PROPERTY PURSUANT TO A CONSENT BY
 THE APPLICABLE PROPERTY OWNER, UNDER
 TERMS & CONDITIONS AGREEABLE TO THE
 APPLICABLE PROPERTY OWNER.THIS INCLUDES
 BUT IS NOT LIMITED TO THE CONTROL OF
 DUST, NOISE, WATER OR DRAINAGE RUN-OFF,
 DEBRIS, AND THE STORAGE OF CONSTRUCTION
 MATERIALS. NEW CONSTRUCTION ACTIVITY
 SHALL NOT ADVERSELY IMPACT HISTORIC
 SURFACE WATER DRAINAGE FLOWS SERVING
 ADJACENT PROPERTIES, & MAY REQUIRE
 SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES.
 ACCORDINGLY, DEVELOPERS, CONTRACTORS,
 AND OWNERS OF ALL NEW RESIDENTIAL
 DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR
 ITEMS, ON EXISTING PROPERTIES RESULTING
 IN A DECREASE IN EXCESS OF 800SQ FT OF
 PERMEABLE LAND AREA ON ANY PARCELL SHALL
 AS A PERMIT CONDITION, PROVIDE A
 PROFESSIONALLY PREPARED DRAINAGE PLAN
 CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE
 IMPROVEMENT, A CERTIFICATE FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO
 THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
 6 ) 109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION
 SITE FROM 24 HRS. AFTER A HURRICANE
 WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN
 LIFTED. ALL SUCH CONSTRUCTION MATERIALS,
 EQUIPMENT AND DEBRIS SHALL BE EITHER
 REMOVED FROM THE CONSTRUCTION SITE OR
 SECURED IN SUCH A MANNER AS TO MINIMIZE
 THE DANGER OF SUCH CONSTRUCTION
 MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM HIGH
 WINDS. ANY PERSONS WHO FAILS TO COMPLY
 TO REMOVE OR SECURE THE CONSTRUCTION
 MATERIALS EQUIPMENT AND DEBRIS WITHIN
 24 HRS AFTER A HURRICANE WATCH HAS BEEN
 ISSUED SHALL BE SUBJECT TO A FINE NOT TO
 EXCEED $500.00.
 IN ADDITION TO THE ABOVE, A LICENSED
 CONTRACTOR WHO VIOLATES THIS SECTION
 SHALL BE SUBJECT TO DISCIPLINE PURSUANT
 TO SECTION 113 OF THIS CHAPTER.
  
 7) SHEET D-1 NORTH WALL OF THE EXISTING BUILDING
 INDICATES NEW OPENINGS IN WALL. THE SURVEY INDICATES
 THE BUILDING TO BE ANYWHERE FROM
 2.5' TO 2.8' AWAY FROM THE
 PROPERTY LINE. PLEASE SEE TABLE 704.8 FOR PROTECTED AND
 NONPROTECTED OPENINGS, 0'-3' THE TABLE STATES NO
 OPENINGS ARE ALLOWED.
  
 8) LS-1 DOOR# 108 SWINGS OVER THE PROPERTY LINE. 3202.2
 ENCROACHMENTS ABOVE GRADE AND BELOW 8 FEET IN HEIGHT.
 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY ABOVE GRADE
 AND BELOW 8 FEET (2438 MM) IN HEIGHT SHALL BE
 PROHIBITED EXCEPT AS PROVIDED FOR IN SECTIONS 3202.2.1
 THROUGH 3202.2.3 . DOORS AND WINDOWS SHALL NOT OPEN OR
 PROJECT INTO THE PUBLIC RIGHT-OF-WAY.
  
 9) LS-1 DOOR# 118 ALSO IS MISSING A LANDING ON THE
 EXTERIOR
 SIDE. 1008.1.5 LANDINGS AT DOORS. LANDINGS SHALL HAVE
 A
 WIDTH NOT LESS THAN THE WIDTH OF THE STAIRWAY OR THE
 DOOR,
 WHICHEVER IS THE GREATER. DOORS IN THE FULLY OPEN
 POSITION
 SHALL NOT REDUCE A REQUIRED DIMENSION BY MORE THAN 7
 INCHES
 (178 MM). WHEN A LANDING SERVES AN OCCUPANT LOAD OF 50
 OR MORE, DOORS IN ANY POSITION SHALL NOT REDUCE THE
 LANDING
 TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. LANDINGS
 SHALL HAVE
 A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT
 LESS THAN
 44 INCHES (1118 MM).
  
 10)LS-1 THE SOUTHWEST CORNER OF THE BUILDING
 INDICATES A
 NEW ADDITION, A TICKET BOOTH, JUST WEST OF THIS AREA IS
 WHAT APPEARS
 TO BE A FENCED IN AREA WITH EITHER GATES OR DOORS. THEY
 OPPOSE
 EACH OTHER. THERE IS TWO ISSUES:
  
 10A)1008.1.2 EGRESS DOORS SHALL BE SIDE-SWINGING.
 DOORS
 SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE
 SERVING AN
 OCCUPANT LOAD OF 50 OR MORE PERSONS .
  
 10B) 11-4.13.7 TWO DOORS IN SERIES.
 THE MINIMUM SPACE BETWEEN TWO HINGED OR PIVOTED DOORS
 IN SERIES SHALL BE 48 INCHES (1219 MM) PLUS THE WIDTH
 OF ANY
 DOOR SWINGING INTO THE SPACE. DOORS IN SERIES SHALL
 SWING
 EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE
 BETWEEN THE DOORS [SEE FIGURE 11-26 (A)].
  
 11A) LS-1 THE OTHER ISSUE IS WILL THERE BE MULTIPLE
 EVENTS
 OCCURING AT THIS SITE AT THE SAME TIME?
  
 11B)THE MAIN COMMUNITY HALL DOES HAVE A FOYER, PLEASE
 PROVIDE
 A QUEUING PLAN THAT WILL NOT EMPEDE EXITING. 1024.4
 FOYERS AND LOBBIES. IN GROUP A-1 OCCUPANCIES, WHERE
 PERSONS ARE ADMITTED TO THE BUILDING AT TIMES WHEN
 SEATS ARE NOT AVAILABLE AND ARE ALLOWED TO WAIT IN A
 LOBBY OR
 SIMILAR SPACE, SUCH USE OF LOBBY OR SIMILAR SPACE SHALL
 NOT
 ENCROACH UPON THE REQUIRED CLEAR WIDTH OF THE MEANS
 OF
 EGRESS. SUCH WAITING AREAS SHALL BE SEPARATED FROM
 THE
  
 REQUIRED MEANS OF EGRESS BY SUBSTANTIAL PERMANENT
 PARTITIONS
 OR BY FIXED RIGID RAILINGS NOT LESS THAN 42 INCHES
 (1067 MM)
 HIGH. SUCH FOYER, IF NOT DIRECTLY CONNECTED TO A PUBLIC
 STREET
 BY ALL THE MAIN ENTRANCES OR EXITS, SHALL HAVE A
 STRAIGHT
 AND UNOBSTRUCTED CORRIDOR OR PATH OF TRAVEL TO EVERY
 SUCH
 MAIN ENTRANCE OR EXIT.
  
 12)IN REVIEWING THE LS-1 SHEET AND SHEET SP-1 THE
 OCCUPANT LOAD
 TABLE IT APPEARS THAT THE LOADS WERE NOT DERIVED FROM
 TABLE 1004.1.2.
 THE BUSINESS OCCUPANCIES ARE LOW. CONFERENCE ROOM#
 133 HAS
 ZERO, THE LOUNGE HAS ZERO OCCUPANT LOAD AS WELL AS
 STORAGE AREAS.
 THE COMMUNITY BOARD ROOM COULD ALSO BE FIGURED WITH A
 LOAD
 OF 7 SQ FT / PERSON.PLEASE PROVIDE A NEW ANYLSIS OF
 THE OCCUPANT
 LOADING.
  
 13) THE LIFESAFETY PLAN INDICATES A FOYER AND OTHER
 CORRIDORS THAT
 SERVE THE A-1 ASSEMBLY OCCUPANCY BUT WIWTHOUT RATED
 CORRIDORS WITH
 CEILINGS. TABLE 1016.1 FOR SPRINKLERED BUILDINGS
 REQUIRES
 RATED CORRIDORSFOR ASSEMBLY OCCUPANCIES WITH AN
 OCCUPANT
 LOAD GREATER THAN 30.
  
 14) LS-1 THE CORRIDOR DOOR NOT IDENTIFIED BY DOORS 157
 & 158SWINGS
 AGAINST EGRESS. 1008.1.2 DOORS SHALL SWING IN THE
 DIRECTION
 OF EGRESS TRAVELWHERE SERVING AN OCCUPANT LOAD OF 50
 OR MORE PERSONS.
  
 15)LS-1 STUDIO 1 & 2, THE EGRESS FOR EACH UNIT WORKS
 WHEN THE UNITS
 ARE FIGURED SEPERATELY BUT WHEN THE OCCUPANT LOAD IS
 COMBINEDTO
 FORM A SINGLE LARGE ROOM, THE OCCUPANT LOAD IS GREATER
 THAN 50 REQUIRING TWO EXITS
 TO BE 1/3 THE DIAGONAL OF THE ROOM SERVED . 1014.2.1.
  
 16) LS-1 ROOM# 129IS LABELED FILE STORAGE, 1013.2
 EGRESS THROUGH INTERVENING SPACES.
 EGRESS FROM A ROOM OR SPACE SHALL NOT PASS THROUGH
 ADJOINING OR INTERVENING ROOMS OR
 AREAS, EXCEPT WHERE SUCH ADJOINING ROOMS OR AREAS ARE
 ACCESSORY TO THE AREA SERVED;
 ARE NOT A HIGH-HAZARD OCCUPANCY AND PROVIDE A
 DISCERNIBLE PATH OF EGRESS TRAVEL TO AN
 EXIT. EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE
 ROOMS, CLOSETS OR SPACES USED FOR
 SIMILAR PURPOSES. AN EXIT ACCESS SHALL NOT PASS
 THROUGH A ROOM THAT CAN BE LOCKED TO
 PREVENT EGRESS. MEANS OF EGRESS FROM DWELLING UNITS OR
 SLEEPING AREAS SHALL NOT LEAD
 THROUGH OTHER SLEEPING AREAS, TOILET ROOMS OR
 BATHROOMS.
  
 17) LS-1THE EXISTINGELECTRIC ROOM SHOWS AN EXIT
 THROUGH THE ROOM
 WHICH SHOULD BE LOCKED.1013.2.
  
 18)LS-1 THE DOUBLE ENTRY DOORS AT THE SOUTHEAST
 PORTION OF THE BUILDING
 SWING OVER THE PROPERTY LINE. 3202.2 ENCROACHMENTS
 ABOVE GRADE AND BELOW
 8 FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC
 RIGHT-OF-WAY ABOVE GRADE AND
 BELOW 8 FEET (2438 MM) IN HEIGHT SHALL BE PROHIBITED
 EXCEPT AS PROVIDED FOR IN
 SECTIONS 3202.2.1 THROUGH 3202.2.3 . DOORS AND WINDOWS
 SHALL NOT OPEN OR
 PROJECT INTO THE PUBLIC RIGHT-OF-WAY.
  
 19)LS-1 THIS SAME AREA INDICATES THE USE OF A
 VERTICAL LIFT. PLEASE SUBMIT
 THE MANUFACTURERS SPECSIN ACCORDANCE WITH ASME
 A17.1.
 (WHEELCHAIR LIFTS) ARE USED, THEY SHALL COMPLY WITH
 SECTIONS 11-4.2.4 ,
 11-4.5 , 11-4.27 , AND ASME A17.1, SAFETY CODE FOR
 ELEVATORS AND
 ESCALATORS , SECTION XX, 1990.
  
 20) LS-1 PLANS INDICATE USE OF AN OVERHEAD DOOR# 163,
 THIS IS A PORTION OF A
 1 HR RATED EXIT ACCESS CORRIDOR, ONLY SWING DOORS .
 1008.1.2 DOOR SWING .
 EGRESS DOORS SHALL BE SIDE-HINGED SWINGING.SECURITY
 GRILLES CAN NOT
 BE USED FOR ASSEMBLY OCCUPANCY.
 NOTE, SECURUTY GRILLES :IN GROUPS B, F, M, R AND S,
 HORIZONTAL SLIDING OR
 VERTICAL SECURITY GRILLES ARE PERMITTED AT THE MAIN
 EXIT AND SHALL BE OPENABLE
 FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL
 KNOWLEDGE OR EFFORT
 DURING PERIODS THAT THE SPACE IS OCCUPIED. THE GRILLES
 SHALL REMAIN SECURED
 IN THE FULL-OPEN POSITION DURING THE PERIOD OF
 OCCUPANCY BY THE GENERAL PUBLIC.
 WHERE TWO OR MORE MEANS OF EGRESS ARE REQUIRED, NOT
 MORE THAN ONE-HALF OF
 THE EXITS OR EXIT ACCESS DOORWAYS SHALL BE EQUIPPED
 WITH HORIZONTAL SLIDING OR
 VERTICAL SECURITY GRILLES.
  
 21)LS-1 EAST END OF BUILDING THE RAMP INDICATES ONLY
 A 6" INCLINE, WHEREAS THE ELEVATIONS
 INDICATE A GREATER CHANGE IN GRADE. NEITHER THIS SHEET
 OR A-6 INDICATE THE CHANGE IN GRADE?
 NOTE IF THERE IS A CHANGE IN GRADE GREATER THAN 30" AN
 INTERMEDIATE LANDING WILL BE REQUIRED.
  
 22) SHEET A-6RAMP AND STAIR FLOOR PLAN INDICATEA
 LANDING , BUT THE LANDING IS NOT CENTERED
 TO COMPLY WITH MANUVERING SPACES IN 11-4.13.6 AND 60"
 CLEAR IN 1010.6.3.
  
 23) SHEET A-6 RAMP AND STAIR GAURDRAIL INEEDS TO COMPLY
 WITH:
 1012.3 OPENING LIMITATIONS. OPEN GUARDS SHALL HAVE
 BALUSTERS OR
 ORNAMENTAL PATTERNS SUCH THAT A 4-INCH-DIAMETER (102
 MM) SPHERE
 CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34
 INCHES
 (864 MM). FROM A HEIGHT OF 34 INCHES (864 MM) TO 42
 INCHES
 (1067 MM) ABOVE THE ADJACENT WALKING SURFACES, A
 SPHERE
 8 INCHES (203 MM) IN DIAMETER SHALL NOT PASS.
  
 24)SHEET A-6THE FLOOR PLAN OF THE STAIR AND RAMP,
 DOORWAY& LANDING,
 BLOCKS THE EXIT STAIRS. 1008.1.5.
  
 25)LS-1 MEZZANINE ALTERNATING STAIR.1009.10
 ALTERNATING TREAD DEVICES.
 ALTERNATING TREAD DEVICES ARE LIMITED TO AN ELEMENT OF
 A MEANS OF EGRESS
 IN BUILDINGS OF GROUPS F, H AND S FROM A MEZZANINE NOT
 MORE THAN 250
 SQUARE FEET (23 M 2 ) IN AREA AND WHICH SERVES NOT MORE
 THAN THREE
 OCCUPANTS; IN BUILDINGS OF GROUP I-3 FROM A GUARD
 TOWER, OBSERVATION
 STATION OR CONTROL ROOM NOT MORE THAN 250 SQUARE FEET
 (23 M 2 ) IN AREA
 AND FOR ACCESS TO UNOCCUPIED ROOFS.
  
 26)LS-1 HALLWAY# 122 IS TO BE A 1 HR RATED CORRIDOR
 TABLE 1016.1. PLEASE
 PROVIDE THE ASSEMBLY FOR THE WOOD FLOOR, WALLS &
 CEILING.
  
 27)LS-1 NORTHEAST CORNER OF THE BUILDING A WOMENS
 RESTROOM, NOT IDENTIFIED
 HAS A INSWING DOOR. THIS DOOR SWINGS INTO THE REQUIRED
 CLEAR FLOOR SPACE
 REQUIRED FOR FIXTURES.11-4.22.2 DOORS. ALL DOORS
 TO ACCESSIBLE
 TOLIET ROOMS SHALL COMPLYWITH 11-4.13. DOORS SHALL
 NOT SWING INTO
 CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE.
  
 28)LS-1 DOOR # 117 MISSING THE 18" CLEARENCE LATCH
 SIDE OF DOOR.
 11-4.13.6 MANEUVERING CLEARENCES
 AT DOORS. MINIMUM MANEUVERING CLEARANCES
 AT DOORS THAT ARE NOT AUTOMATIC OR
 POWER-ASSISTED SHALL BE AS SHOWN IN
 FIG. 25. THE FLOOR OR GROUND AREA WITH
 IN THE REQUIRED CLEARANCES SHALL BE
 CLEAR & LEVEL.
  
 29) LS-1 PROPOSED COFFEE SHOP, WILL THE PATRONS BE ABLE
 TO GO INSIDE OR JUST UP TO THE WINDOW?
 PLANS DO NOT PROVIDE THE SILL HEIGHT?11-5.2 COUNTERS
 AND BARS.
 WHERE FOOD OR DRINK IS SERVED AT COUNTERS EXCEEDING 34
 INCHES (865 MM) IN HEIGHT FOR CONSUMPTION BY CUSTOMERS
 SEATED ON STOOLS OR STANDING AT THE COUNTER, A PORTION
 OF THE MAIN COUNTER WHICH IS 60 INCHES (1525 MM) IN
 LENGTH MINIMUM SHALL BE PROVIDED IN COMPLIANCE WITH
 SECTION 11-4.32 OR SERVICE SHALL BE AVAILABLE AT
 ACCESSIBLE TABLES WITHIN THE SAME AREA.
  
 30) ON THE INTERIOR SIDE OF THE COFFEE SHOP THERE IS A
 6" DIFFERENCE IN GRADE, HOW WILL VERTICAL ACCESSIBILITY
 BE ACCOMPLISHED?
 11-4.1.6(K)(III)
  
 31) A-1, PROPOSED 2ND FLOOR SHOWS NO MEANS OF
 EGRESS,TO
 THE LOFT OR MEZZANINE LEVEL . PLANAS DO NOT INDICATE IF
 THIS IS EXISTING OR NEW WORK.
 PLANS DO NOT PROVIDE IF THIS STORAGE AREA IS DESIGNED
 AS LIGHT 125 PSF OR HEAVY 250PSF?
  
 32) SHEET A-7 TICKET BOOTH INDICATES A SECTION 4/ A13
 NO SUCH SECTION? PLEASE
 PROVIDE A SECTION THROUGH THE TICKET COUNTER INDICATE
 THE HEIGHT PLEASE?
  
 33)SHEET A-8 OVERHEAD DOOR DETAIL, PLANS INDICATE
 THIS IS TO BE A 2HR RATED WALL ,
 HOW WILL THIS UNIT MAKE THE RATING? AGAIN THIS IS OVER
 A EXIT ACCESS CORRIDOR.
  
 34) 1609.1.4 PROTECTION OF OPENINGS.
 IN WIND-BORNE DEBRIS REGIONS, EXTERIOR
 GLAZING THAT RECEIVES POSITIVE PRESSURE
 IN THE LOWER 60 FEET (18.3 M) IN
 BUILDINGS SHALL BE ASSUMED TO BE
 OPENINGS AND THE BALANCE OF GLAZED
 OPENINGS IN THE REST OF THE BUILDING
 SHALL BE ASSUMED TO BE ZERO UNLESS SUCH
 GLAZING THAT RECEIVES POSITIVE PRESSURE
 IS IMPACT RESISTANT OR PROTECTED WITH AN
 IMPACT RESISTANT COVERING MEETING THE
 REQUIREMENTS OF SSTD 12, ASTM E 1886 AND
 ASTM E 1996, OR MIAMI-DADE TAS 201, 202
 AND 203 REFERENCED THEREIN AS FOLLOWS:
 1.GLAZED OPENINGS LOCATED WITHIN 30
 FEET (9.1 M) OF GRADE SHALL MEET THE
 REQUIREMENTS OF THE LARGE MISSILE TEST.
 2.GLAZED OPENINGS LOCATED MORE THAN
 30 FEET (9.1 M) ABOVE GRADE SHALL MEET
 THE PROVISIONS OF THE SMALL MISSILE
 TEST.
  
 35A)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
  
 35B) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
 PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS : YKK AP"YHS"MISSING FLORIDA COVER
 SHEET AND ONLY THE FRONT PAGE OF NOA SUBMITTED.B)
 DOORS: YKK AP"35H" MISSING THE FLORIDA COVER SHEET
 PLUS THE TECHNICAL DRAWINGS.
 C)DOORS : NANA WALL SYSTEM - CREATE LOCAL APPROVAL
 ONCE THE
 TECHNICAL DRAWINGS ARE SUBMITTED IF PRESSURES ARE
 OK.
 D) DOORS FLEMING MISSING FLORIDA COVERSHEET AND
 REPORTS.
 E) ROLL UP DOOR: WAYNE DALTON HIGHLIGHT WHICH DOOR OR
 SYSTEM
 THAT WILL BE USED.
 F) ROOFING ASSEMBLIES: JPS ELASTOMERICS) THIS ROOF
 IS MISSING OR NOT IN
 COMPLIANCE WITH THE FOLLOW ITEMS:
 _X__ CONTRACTOR DID NOT PROVIDE THE MEAN
 ROOF HEIGHT.
  
 X___ CONTRACTOR DID NOT INDICATE THE ROOF
 PITCH.
  
 _X__ CONTRACTOR FAILED TO INDICATE WHICH
 SYSTEM TO BE USED.
 CONTRACTOR FAILED TO SUBMIT THE NOAPLUS
 FAILED TO INDICATE WHICH SUBSYSTEM IS TO BE USED._X__
 THE SYSTEM PROVIDED HAS A LOW
 PRESSURE FOR ZONE ___ .
  
 _X__THE SYSTEM PROVIDED STATES
 LIMITATION# 7, SHOULD THE FASTENER
 RESISTANCE BE LESS THAN THAT
 REQUIRED, AS DETERMINED BY THE
 BUILDING OFFICIAL, A REVISED
 FASTENER SPACING, PREPARED , SIGNED
 AND SEALED BY A FLORIDA REGISTERED
 PROFESSIONAL ENGINEER, REGISTERED
 ARCHITECT OR REGISTERED ROOF
 CONSULTANT MAY BE SUBMITTED.
  
 ___THE SYSTEM PROVIDED INDICATES
 LIMITATION# 9, NO ENHANCED
 FASTENING ALLOWED.
  
 36)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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 5 Status P Date 2007-08-23 Cont ID  
Sent By dpalmer Date 2007-08-23 Time 19:30 Rev Time 0.00
Received By dpalmer Date 2007-08-23 Time 19:30 Sent To  
Notes
2007-08-23 19:31:302007-08-23 19:31:30
  
 *** STAMPED PLANS. MECH OK W/ ENERGY CALCULATIONS
 ALSO.
  
 *** ALL LOW VOLTAGE SYSTEMS ARE UNDER SEPARATE PERMITS.
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2007-08-20 Cont ID  
Sent By dpalmer Date 2007-08-20 Time 17:43 Rev Time 0.00
Received By dpalmer Date 2007-08-20 Time 16:13 Sent To  
Notes
2007-08-20 17:44:04 
 *** DENIED 4TH REVIEW ***
  
  
 1) NOTE: PLEASE SEE THE ENERGY CALCULATIONS NOW
 SUBMITTED IS UNDER THE CORRECT VERSION.
 PLEASE SEE SOME INPUT INFORMATION ON THE INPUT DATA
 REPORT STILL DOES NOT CORRELATE WITH PLANS.
 PLEASE SEE THE METHOD OF CONTROL NOW HAS BEEN REVISED
 TO INDICATE *MANUAL ON/OFF* INSTEAD OF THE AUTOMATE
 TYPE CONTROLS WHICH WERE OK AND CORRECT ON PREVIOUS
 SUBMITTED ENERGY CALCULATIONS.
 PLEASE SEE THE INPUT OF TYPES OF FIXTURES INCLUDING
 TRACK LIGHTING IS NOT CORRECT AND DOES NOT MATCH WITH
 THE PLANS, FIXTURE LEGEND AND WITH THE MINIMUM REQUIRED
 UNDER THE FBC. PLEASE SEE THE NOTES BELOW THE FIXTURE
 LEGEND FOR TYPE OF LUMINARIES.
 PLEASE SEE THE METHOD HAS NOW BEEN CHANGED TO METHOD
 A, AND TYPE IS LISTED AS CONVENTION CENTER. METHOD A IS
 OK, HOWEVER CLARIFY THE TYPE OF BUILDING AS ENTERED.
 13-415.1.A, 13-415.2.ABC.1.2.
 THE NOTE AT THE BOTTOM OF THE FIXTURE LEGEND STATES
 TRACK LIGHTING IS IN COMPLIANCE WITH 13-415.2.B.2, HOW
 IS THIS POSSIBLE WHEN THE METHOD HAS NOW CHANGED TO
 METHOD A?
  
 PLEASE REVISE, COORDINATE PLANS WITH THE ENERGY
 CALCULATIONS.
  
 2) NOTE: PLEASE SEE THE 2ND SET OF PLANS IS NOT
 COMPLETE. SET IS MISSING THE FOLLOWING SHEETS
 E,2,3,4,5,7,8,9 AND 10.
 THE PREVIOUS PLANS WHICH WERE SUBMITTED AND REVIEW DID
 HAVE ONE SET OF ELECTRICAL SHEETS REMOVED FROM SETS BY
 THIS REVIEWER HAVE BEEN RETAINED BY THIS AUTHORITY
 HAVING JURISDICTION. PLANS SUBMITTED FOR PUBLIC RECORD
 MAY BE RETAINED BY THIS OFFICE. PLANS ARE RETAINED
 SOLELY FOR THE USE OF THIS OFFICE WHEN SUBMITTED TO THE
 STATE OF FLORIDA BOARD OF ENGINEERS. THE STATE BOARD OF
 ENGINEERS REQUIRES PLANS TO BE SUBMITTED WHEN FILING TO
 THE BOARD. PLEASE CONTACT THE FLORIDA BOARD OF
 ENGINEERS OR THE FLORIDA BOARD OF ARCHITECTS AS THESE
 RULES ARE SET-FORTH BY THE STATE.
 THE PLANS PREVIOUSLY RETAINED ALONG WITH ENERGY
 CALCULATIONS MAY BE FORWARDED TO THE STATE BOARD OF
 ENGINEERS FOR REVIEW.
 THIS IS THE FORTH REVIEW OF SAID PROJECT AND CODE
 COMPLIANCE HAS NOT BEEN MET.
 THIS REVIEWER HAS PREVIOUSLY SPOKEN TO THE ENGINEER OF
 RECORD ON TWO OCCASIONS AND INFORMED THE DESIGNER OF
 THIS. THIS REVIEWER HAS ALSO INFORMED THE ENGINEER OF
 RETAINED PLANS FOR THIS REVIEW ALSO.
 PLEASE SEE FS 471.025
 THIS REVIEWER HAS CONTACTED THE ENGINEER OF RECORD BY
 PHONE AT 4:30PM AT THE DATE OF THIS REVIEW AND GONE
 OVER THE ITEMS AND INCONSISTENCIES OF PLANS AND ENERGY
 CALCULATIONS.
 THE ENGINEER OF RECORD HAS REQUESTED A MEETING FOR
 8/22/07 AT 9:30AM. THIS IS A TENTATIVE TIME WHICH MAY
 BE MOVED.
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2007-06-23 Cont ID  
Sent By dpalmer Date 2007-06-23 Time 17:29 Rev Time 0.00
Received By dpalmer Date 2007-06-23 Time 16:14 Sent To  
Notes
2007-06-23 17:34:51*** UNSAT 3RD REVIEW ***
  
  
 1) NOTE:PLEASE SEE THE PHOTO-METRICS PREVIOUSLY
 REQUESTED FOR STAIRS UNDER NORMAL AND EMERGENCY LEVELS
 COULD NOT BE LOCATED ON PLANS. PLEASE SUPPLY. **PLEASE
 SEE CONDITIONS WHICH MAY BE GIVEN FOR THIS AT THE END
 OF REVIEW NOTES.
 LS 101 7.8.1.3, 7.9.2.2
  
 2) NOTE: PLEASE SEE THE PERMIT WAS APPLIED UNDER THE
 2004 FBC W/ 2006 REVISIONS. PLEASE SEE THE ENERGY
 CALCULATIONS SUBMITTED HAVE AN EFFECTIVE DATE OF
 DECEMBER 8TH, 2006 WHICH IS WHEN THE CODE CHANGED.
 PLEASE SEE THE VERSION IS NOT 3.0.
 PLEASE SEE THE ENERGY CALCULATIONS ARE NOT SIGNED,
 DATED AND SEALED BY THE ENGINEER OF RECORD AS REQUIRED
 PER 13-103.1.1.1.
 PLEASE SEE THE OWNER AGENT IS NOT SIGNED ON SHEET 2 AS
 NEEDED.
 PLEASE SEE THE ENERGY CALCULATIONS INPUT DATA REPORT,
 THE LIGHTING ENTERED FOR THE TOTAL NUMBER OF FIXTURES
 AND WATTAGE ON FIXTURES DOES NOT CORRELATE WITH PLANS.
 PLEASE SEE THERE ARE WATTAGES ON PLANS WHICH ARE NOT
 SHOWN ON ENERGY CALCULATIONS. PLEASE COORDINATE THE
 PLANS AND CALCULATIONS AS THERE ARE SEVERAL WHICH DOE
 NOT MATCH.( PLEASE SEE POSSIBLE MISPRINT FOR FIXTURES
 LISTED AT 252WATTS)?
 PLEASE SEE THE EXTERIOR LIGHTING ON PLANS DOES NOT
 CORRELATE WITH THE INPUT DATE REPORT OR SUMMARY
 SHEETS.
 PLEASE PROVIDE WHERE THE TRACK LIGHTING PER
 13-415.2.ABC.2 IS SHOWN ON ENERGY CALCULATIONS. THE
 AMOUNT FOR TRACK LIGHTING SHALL BE BASED ON THE TOTAL
 OF THE TRACK FIXTURES AT THE WATTAGE PER HEAD OR THE
 30VA PER FT AS LISTED IN THE ENERGY CODE WHICH EVER IS
 GREATER.
 13-415.1.AB.1.1, 13-415.2
  
 3) NOTE: PLEASE SEE THE MINIMUM CD LEVELS FOR STROBES
 FOR ADA COULD NOT BE FOUND ON THE LEGEND OR PLANS. THIS
 CAN BE REDLINED ON PLANS FOR THE MINIMUM LEVEL OF 75CD
 AS THIS SHEET E-1 DOES NOT NEED TO BE REPLACED. THIS
 WAS DONE ON ONE SET.
 FBC 11-4.28.3(4)
  
 ** NOTICE**
 **PLEASE ADDRESS NOTES ONE AND TWO:NOTE #3 CAN BE
 REDLINED ON PLANS.
 ** PLEASE KNOW THAT THE LEVELS FOR THE STAIRS MAY NOT
 BE READILY AVAILABLE AS THE SPIRAL STAIRS MAY TAKE SOME
 TIME/EFFORT TO DETERMINE AND THE PERMIT CAN BE ISSUED
 WITH A *PROVISO* TO PROVIDE THE INFORMATION FOR STAIRS
 WITHIN A GIVEN TIME FRAME.
 PLEASE KNOW THE INFORMATION ON NOTE #2 DOES NEED TO BE
 CORRECTED AT THIS TIME.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2007-03-24 Cont ID  
Sent By dpalmer Date 2007-03-24 Time 10:31 Rev Time 0.00
Received By dpalmer Date 2007-03-24 Time 08:28 Sent To  
Notes
2007-03-24 10:33:23 
 ****** UNSAT 2ND REVIEW******
  
 ** PLEASE KNOW THAT AS SOME INFORMATION HAS NOT YET
 BEEN SUBMITTED FOR REVIEW YET THERE MAY VERY WELL BE
 NEW COMMENTS ON THE NEXT REVIEW.
 ** PLEASE SEE THAT THERE ARE COMMENTS WHICH STILL NEED
 TO BE ADDRESSED FROM PREVIOUS REVIEW AND THERE ARE
 *NEW* COMMENTS BASED ON *CHANGES* MADE TO PLANS WHICH
 WERE *NOT* ON PREVIOUS ELECTRICAL PLANS.
  
 ** PLEASE KNOW THAT ANY REFERENCE TO THE FBC CHAPTER 1
 IN THE PLAN REVIEW COMMENTS CAN BE FOUND IN THE
 ADMINISTRATIVE SECTION OF THE 2004 FBC AS ADOPTED BY
 THE CITY OF WEST PALM BEACH.
  
  
  
 1) NOTE:PLEASE CORRELATE ALL CODES AS STATED AND
 SHOWN ON PLANS INCLUDING ARCHITECTURAL SHEETS AND
 ELECTRICAL SHEETS.
 PLEASE SEE THE CORRECT NEC/ NFPA-70 IS SHOWN ON THE
 ARCHITECTURAL SHEETS, HOWEVER THE ELECTRICAL SHEETS
 SHOWS THE 2005 NEC.
 PLEASE ALSO SEE THE ARCHITECTURAL SHEETS MENTIONS THE
 2006 REVISIONS TO THE 2004 FBC WHICH SHOULD NOT.
 PLEASE KNOW THAT THIS PROJECT WAS SUBMITTED BEFORE THE
 CODE CHANGES OF DECEMBER 8TH, 2006.THIS PLACES THE
 PERMIT UNDER THE PREVIOUS CODES.
 PLEASE SEE THAT THE FOLLOWING CODES ARE TO BE SHOWN AND
 COORDINATED ON BOTH THE ARCHITECTURAL AND ELECTRICAL
 SHEETS.
 2004 FBC ( NOT W/ THE 2006 REVISIONS)
 2002 NFPA-70
 2003 NFPA-101(ALREADY ON ELECTRICAL)
 2002 NFPA-72 (ALREADY ON ELECTRICAL).
  
 2) NOTE: PLEASE SEE THAT SOME HORN AND STROBE DEVICES
 WERE ADDED TO PLANS; HOWEVER THEY DO NOT MEET THE CODE
 SECTIONS AS PREVIOUSLY MENTIONED FOR ADA COMPLIANCE.
 THESE SHALL BE SHOWN AT THIS TIME MEETING ALL LOCATIONS
 PER 11-4.28.1.
 PLEASE SEE THAT ALL MINIMUM LEVELS ARE TO BE STATED AND
 SHOWN AT THIS TIME.
 ONLY SOME DEVICES WERE ADDED IN SOME LOCATIONS.
 PLEASE SEE FBC 2004 11-4.28,.1, .2, AND .3(4).
  
 3) NOTE: PLEASE SEE THAT COMPLIANCE WITH FBC CHAPTER 13
 HAS NOT BEEN MET.THIS WAS FEDERALLY MANDATED AND WAS
 ADOPTED INTO THE FBC ON OCT. 1ST , 2005 AND IS
 REQUIRED.
 THE SINGLE DETAIL ON E-10 DOES NOT SHOW CODE COMPLIANCE
 FOR REQUIRED SECTIONS. PLEASE SEE THAT NO ENERGY
 CALCULATIONS WERE SUBMITTED IN PACKAGE WHICH CORRELATES
 WITH THE SUBMITTED PLANS, NO PERFORMANCE CALCULATIONS
 ETC.
 NO FIXTURE SCHEDULE, NO LIGHTING CALCULATIONS, NO
 LIGHTING CONTROLS IN ALL LOCATIONS AS REQUIRED ETC.
 PLEASE KNOW AS MANY ITEMS WERE NOT SUBMITTED, REVIEW
 FOR CODE COMPLIANCE CAN NOT BE DONE AT THIS TIME.
 PLEASE SEE 13-415.1.ABC.1.1, .1.2 AND .1.3 FOR
 AUTOMATED SYSTEM AND /OR DEVICES FOR CONTROL FOR ALL
 LIGHTING. PLEASE PROVIDE SCHEDULING (IF CHOOSING A
 SYSTEM OF SOME TYPE, TIMES ON OVER RIDE DEVICES ETC
 (MAX ALLOWED) WHICH DEPENDS ON WHAT TYPES OF OVER-RIDE
 AND OCCUPANCY SENSOR TYPE DEVICES ARE CHOSEN. PLEASE
 SEE THAT THE TYPE OF DEVICE CHOSEN WILL BE REQUIRED TO
 BE REVIEWED AS COVERAGE FOR AREAS FOR LIFE SAFETY OF
 EGRESS ETC WILL NEED TO BE DETERMINED. PLEASE INDICATE
 TYPES OF DEVICES.
 PLEASE PROVIDE CALCULATIONS PER 13-415.2. PLEASE SEE
 TABLES? 13-415.2.C.1, 415.2.B.1
 PLEASE SEE 13-415.1.AB.1.1 AND THE REST OF CHAPTER 13
  
 ** PLEASE KNOW THAT LIGHTING FOR FUTURE STAGE LIGHTING
 IS NOT BEING CONSIDERED IN THIS REVIEW. THE LIGHTING
 WHICH IS MENTIONED ON PANEL *F* IS NOT INCLUDED.
  
 4) NOTE: PLEASE SEE THAT THE PREVIOUS NOTES REQUESTED
 PHOTO-METRICS FOR EGRESS PATHS BE SUBMITTED TO THE
 PUBLIC RIGHT OF WAY. THESE WERE NOT SUBMITTED TO BE
 REVIEWED FOR CODE COMPLIANCE.
 PLEASE SUBMIT LEVELS UNDER NORMAL AND EMERGENCY FOR ALL
 PATHS. PLEASE SEE ANY STAIRS AS THE LEVELS FOR STAIR
 AREAS ARE HIGHER THAN FLAT/HALL EGRESS PATHS. PLEASE
 SEE THIS INCLUDE STAIRS USED FOR EGRESS/INGRESS TO THE
 PUBLIC RIGHT OF WAY. ( 10FT CANDLES UNDER NORMAL AND
 PERMITTED DOWN TO 1FT CANDLE UNDER EMERGENCY).
 PLEASE SEE NEW STAIRS NOW ADDED WHICH WERE NOT ON
 PREVIOUS PLANS. SEE THE FOLLOWING NOTE. PLEASE PROVIDE
 MINIMUM PHOTO-METRICS FOR ALL EGRESS PATHS.
 PLEASE SEE THE REHEARSAL ROOM WHICH DOES NOT SHOW AN EM
 BATTERY BACK UP FIXTURE. PLEASE SEE NEXT COMMENT WITH
 RESPECT TO 2ND FLOOR AREA. PLEASE SEE NFPA-101 2003,
 7.8, 7.9.
 ** REVIEW CAN NOT BE DONE AT THIS TIME.
  
 5) NOTE: PLEASE SEE THE ELECTRICAL PLANS DO NOT INCLUDE
 ANY 2ND FLOOR AREAS. PLEASE SEE THE ELECTRICAL PLANS
 NOW INCLUDE NEW SPIRAL STAIRS TO THE SECOND FLOOR WHICH
 WAS NOT ON PREVIOUS PLANS FOR REVIEW.
 PLEASE PROVIDE MINIMUM LIGHTING FOR THIS LEVEL AND FOR
 STAIRS, CONTROLS TO MEET THE LIFE SAFETY CODE AND FBC
 CHAPTER 13. EM LTS, ETC.
 PLEASE SHOW.
 FBC 106.1.2
  
 6) NOTE: THE RESPONSE LETTER MENTIONS TRACK LIGHTING
 WAS FIGURED FOR THE REQUIREMENT OF 220.12 HOWEVER COULD
 NOT LOCATE THIS ON THE PLANS(RECORD SETS OF PLANS) OR
 IN THE LOAD CALCULATIONS.
 PLEASE INCLUDE.
 PLEASE SEE 220.12B FOR TRACK LIGHTING.
 FBC 106.3.5.1.2 ADMIN SECT.
  
 7) NOTE: THIS COMMENT WILL REMAIN AS THERE ARE STILL
 SOME LIGHTING WHICH HAS NOT YET BEEN ADDED TO PLANS.
 PLEASE SEE THAT FROM THE PREVIOUS REVIEW IT SEEMS THIS
 WAS OK WITH THE NEW CIRCUITS/NL AS SHOWN.
 PLEASE SEE 700.12E FOR CIRCUITING OF ALL EM/EXT LTS.
 THE BRANCH CIRCUIT FEEDING THE UNIT EQUIPMENT SHALL BE
 THE SAME BRANCH CIRCUIT AS THAT SERVING THE NORMAL
 LIGHTING IN THE AREA AND CONNECTED AHEAD OF ANY LOCAL
 SWITCHES.
  
 8) NOTE: PLEASE SEE AS SOME COMMENTS ARE THE SAME CODE
 COMPLIANCE COMMENTS FROM THE PREVIOUS REVIEWED PLANS
 PLEASE SEE FS 553.80(2)(B).
 ONE SET OF EACH OF THE PLANS ARE BEING RETAINED BY THIS
 OFFICE AT THIS TIME.
  
 ** SITE LIGHTING AND WORK FOR THE DETACHED BUILDING
 WHICH CONTAINS THE COFFEE SHOP HAS BEEN REMOVED FROM
 PLANS. THE SITE LIGHTING WILL BE UNDER SEPARATE PERMITS
 ETC.
  
 ** PLEASE SEE COMMENTS FROM OTHER TRADES WHICH MAY VERY
 WELL AFFECT THE ELECTRICAL PLANS.
  
 * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-10-14 Cont ID  
Sent By dpalmer Date 2006-10-14 Time 16:27 Rev Time 0.00
Received By dpalmer Date 2006-10-14 Time 13:55 Sent To  
Notes
2006-10-14 16:27:36******** UNSAT ************
  
  
 1) NOTE: PLEASE SEE COVER SHEETS WHICH CONTAINS MEP
 DESIGN ENGINEERING SERVICES. PLEASE KNOW AS NOTED AND
 GIVEN ON PREVIOUS REVIEWS ON OTHER PROJECTS , IF THIS
 TITLE IS BEING USED THIS FIRM MUST BE LICENSED WHEN
 PROVIDING "ENGINEERING SERVICES" AS REQUIRED UNDER FS
 471.023, FAC 61G15-23.002.
 PLEASE KNOW THIS COVER SHEET IS BEING RETAINED BY THIS
 OFFICE.
  
 2) NOTE: PLEASE SEE FIRE REVIEW COMMENTS FOR MIN
 DEVICES REQUIRED TO BE SHOWN AT THIS TIME FOR FIRE
 ALARM SYSTEM. IT IS KNOWN AND REQUIRED FOR THE FA
 SYSTEM TO BE DONE UNDER A SEPARATE PERMIT, HOWEVER MIN
 DEVICES AND LEVELS FOR ADA NEED TO BE SHOWN AT THIS
 TIME.
 PLEASE SEE FBC 2004 11-4.28, .2, AND .3(4).
  
 3) NOTE: PLEASE KNOW, THE FACP LOCATION WILL BE
 DETERMINED BY THEFIRE MARSHAL'S OFFICE AND AS THIS IS
 SHOWN ONE THE ELECTRICAL PLANS, THIS MAY AFFECT THE
 PLANS SUBMITTED AS THE PANEL MAY BE REQUIRED TO BE
 MOVED TO THE NEAREST POINT /ENTRANCE TO ADDRESS OF
 BUILDING?
  
 4) NOTE: PLEASE ALSO SEE NFPA-72 CHAPTER 4, ALSO THE
 FOLLOWING:
 4.4.1.4.2.1THE DEDICATED BRANCH CIRCUIT(S) AND
 CONNECTIONS SHALL BE MECHANICALLY PROTECTED.(
 4.4.1.4.2.2CIRCUIT DISCONNECTING MEANS SHALL HAVE A
 RED MARKING, SHALL BE ACCESSIBLE ONLY TO AUTHORIZED
 PERSONNEL, AND SHALL BE IDENTIFIED AS "FIRE ALARM
 CIRCUIT."
 4.4.1.4.2.3THE LOCATION OF THE CIRCUIT DISCONNECTING
 MEANS SHALL BE PERMANENTLY IDENTIFIED AT THE FIRE ALARM
 CONTROL UNIT.
  
 5) NOTE: PLEASE SEE FBC CHAPTER 13 AS AT THIS TIME NO
 REQUIREMENTS OR PLANS SUBMITTED ARE SHOWING COMPLIANCE
 WITH THIS. PLEASE PROVIDE WORST CASE SCENARIO FOR
 VOLTAGE DROP OF FEEDERS AND BRANCH CIRCUITS.
 13-413.1ABC.1, .1.1, .1.2.
 PLEASE SEE 13-415.1.ABC.1.1, .1.2 AND .1.3 FOR
 AUTOMATED SYSTEM FOR CONTROL FOR ALL LIGTHING. PLEASE
 PROVIDE SCHEDULING, TIMES ONOVER RIDE DEVICES ETC(MAX
 ALLOWED) WHICH DEPENDS ON OR CHOSEN.
 PLEASE PROVIDE CALCULATIONS PER 13-415.2.ABC.1, TABLES
 13-415.2.C.1, 415.2.B.1
  
 6) NOTE: PLEASE SEE 240.4(C) FOR MINIMUM SIZES FOE THE
 SEC'S . PLEASE SEE 310.16, 110.14 ETC.
 CONDUCTORS AS SHOWN ARE NOT LARGE ENOUGH.
  
 7) NOTE: PLEASE SEE 250.66 FOR SIZING THE MIN GEC .
 PLEASE ALSO SEE THE GROUNDING "DELTA" DETAIL SHOWN.
 (3/0MIN).
  
 8) NOTE: PLEASE INDICATE THE MINIMUM SIZES FOR ALL
 EQUIPMENT GROUNDING CONDUCTORS FROM MDP TO ALL SUB
 PANEL.
 250.24, 250.110, 250.122 ETC.
 PLEASE SEE THE SIZE OF THE EQUIPMENT GROUNDING AS SHOWN
 ON THE RISER FROM THE MAIN TO THE DP IS NOT LARGE
 ENOUGH. PLEASE SEE 250.122, 3/0MIN.(IN EACH).
  
 9) NOTE: PLEASE PROVIDE THE AIC RATINGS FOR ALL
 EQUIPMENT, INCLUDING MAINS. 110.9. IT IS NOTED THAT THE
 NOTE ON PLANS MENTIONS 22K, HOWEVER PLEASE SEE 240.12
 AND PROVIDE DETAIL ON SELECTIVE COORDINATION.
  
 10) NOTE: PLEASE PROVIDE MINIMUM PHOTO-METRICS FOR ALL
 EGRESS PATHS. PLEASE SEE NFPA-101 2003, 7.8, 7.9
  
 11) NOTE: PLEASE CORRELATE AND CLARIFY ARCHITECTURAL
 PLANS WITH ELECTRICAL PLANS AND RISER. PLEASE SEE RISER
 APPEARS TO SHOW PANEL "D" LOCATED AT A DETACHED
 BLDG/STRUCTURE WHICH CORRELATES WITH SOME "A" SHEETS,
 HOWEVER THE ELECTRICAL PLANS SHOWS ALL AS ONE BLDG??
 225.31, 250.32 ??
  
 12) NOTE: PLEASE PROVIDE WIND LOAD CALCULATIONS AT THIS
 TIME FOR REVIEW OF LIGHT POLES. ( FBC 140 MPH)THE
 NOTE ON PLANS IS NOTED, HOWEVER THIS INFORMATION IS
 REQUIRED AT THIS TIME.
 PLEASE ALSO SUBMIT PHOTO-METRICS FOR PARKING LOT
 LIGHTING LEVELS.
 FBC 106.1.2, 106.3.5.1.2 ADMIN SECT.
  
 13) NOTE: PLEASE CLARIFY LARGEST MOTOR LOADS AT 125%>
 215.3, 230.42.
  
 14) NOTE: PLEASE PROVIDE A LOAD SUMMARY FOR ALL A/C
 LOADS WHICH ARE BEING FIGURED INTO THE ACTUALLOAD
 CALCULATIONS. PLEASE SEE 220.21 AS ONLY THE LARGER OF
 THE LOADS ON ANY A/C "SYSTEM" IS REQUIRE TO BE SHOWN.
  
 15) NOTE: PLEASE SEE 220.12B FOR TRACK LIGHTING. PLEASE
 SHOW LOADS AND HOW THEY WERE DERIVED FOR THESE AS
 REQUIRED.
 220,
 FBC 106.3.5.1.2 ADMIN SECT.
  
 16) NOTE: PLEASE PLACE ROOM AND AREA DESIGNATIONS ON
 PLANS AND CORRELATE WITH PANEL SCHEDULES.
 PLEASE SEE PANEL SCHEDULES SHALL BE SPECIFIC FOR EACH
 ROOM OR ARE BEING SERVED. IE; OFFICE 106 RECEPTS, BATHS
 LTS, CONFERENCE RM RECEPTS , ETC.
 PLEASE KNOW, IT IS KNOWN THAT DURING CONSTRUCTIONS
 THESE SCHEDULE MOST LIKELY WILL BE REVISED, HOWEVER
 THIS IS REQUIRED AT THIS TIME.
 PANEL SCHEDULE MAY NOT ONLY SAY: GEN LTS, GEN RECEPTS
 ETC,.
 408.4, 240.4, 310.16
 FBC 106.1.2, 106.3.5.1.2.
  
 17) NOTE: PLEASE SEE 700.12E FOR CIRCUITING OF ALL
 EM/EXT LTS. THE BRANCH CIRCUIT FEEDING THE UNIT
 EQUIPMENT SHALL BE THE SAME BRANCH CIRCUIT AS THAT
 SERVING THE NORMAL LIGHTING IN THE AREA AND CONNECTED
 AHEAD OF ANY LOCAL SWITCHES.
  
 18) NOTE: PLEASE SEE 210.8B3 FOR GFI PROTECTION WHICH
 REQUIRES ALL 15- AND 20-AMPERE, 125-VOLT RECEPTACLES IN
 NONDWELLING-TYPE KITCHENS TO BE GFCI PROTECTED. THIS
 REQUIREMENT APPLIES TO EACH AND EVERY 15- AND
 20-AMPERE, 125-VOLT KITCHEN RECEPTACLE, WHETHER OR NOT
 THE RECEPTACLE SERVES COUNTERTOP APPLIANCES.
  
 ** PLEASE SEE COMMENTS FROM OTHER TRADES WHICH MAY VERY
 WELL AFFECT THE ELECTRICAL PLANS.
  
 ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
  
  
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2007-08-25 Cont ID  
Sent By mawillia Date 2007-08-25 Time 14:56 Rev Time 0.00
Received By mawillia Date 2007-08-25 Time 14:20 Sent To  
Notes
2007-08-25 14:56:28*****APPROVED*****
  
  
 PLAN SHEETS LS-1, A-3, A-13, AND E-3 WERE STAMPED,
 INITIALED, AND DATED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2007-07-16 Cont ID  
Sent By mawillia Date 2007-07-16 Time 19:28 Rev Time 0.00
Received By mawillia Date 2007-07-16 Time 19:09 Sent To  
Notes
2007-07-16 19:24:13*****PROVISO*****
  
 THE COMMENTS TAKEN FROM THE PREVIOUS FIRE PLAN REVIEWS
 HAVE BEEN ADDRESSED;HOWEVER THE APPROPIATE PLAN
 SHEET(S) WILL BE FIRE-STAMPED WHEN ALL OTHER REVIEWERS
 HAVE BEEN SATISFIED
  
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2007-04-17 Cont ID  
Sent By mawillia Date 2007-04-17 Time 17:27 Rev Time 0.00
Received By mawillia Date 2007-04-17 Time 16:10 Sent To  
Notes
2007-04-17 18:10:28*****UNSAT*****
  
 THE FOLLOWING COMMENTS TAKEN FROM THE PREVIOUS FIRE
 PLAN REVIEW STILL NEED TO BE ADDRESSED:
  
  
 07.ON PAGE E3, NOTE INDICATES THAT NOT ALL FIRE ALARM
 EQUIPMENT IS SHOWN.PLEASE VERIFY THAT THE ADDED FIRE
 ALARM DEVICES (AS PER REVISED SHEET E-3) COMPLY WITH
 NFPA 72 (2002 EDITION)
  
 13.ENSURE THAT THE BUILDING ADDRESS IS PROVIDED ON
 THE BUILDING.ON SHEET A-3, DISPLAY/SHOW THE ACTUAL
 ADDRESS NUMBERS ON THE APPROPIATE EXTERIOR ELEVATION
 WHICH FRONTS 24TH STREET
  
 19.THE EXISTING ELECTRICAL ROOM DOOR MUST BE RATED
 SINCE IT WILL BE LOCATED WITHIN A TWO HOUR RATED WALL.
 BETTER CLARIFY HOW/WHERE THIS HAS BEEN ADDRESSED
  
 20.COULD NOT LOCATE ANY PORTABLE FIRE EXTINGUISHERS
 ON THE LIFE SAFETY PLAN.SHOW/INDICATE THE LOCATION OF
 THE 2A10BC RATED FIRE EXTINGUISHERS SATISFYING THE 75'
 TRAVEL DISTANCE
  
  
 PLEASE BE ADVISED THAT POSITIVE RESPONSES TO ALL OTHER
 PLAN REVIEW COMMENTS WILL FURTHER ASSIST THE FIRE
 PORTION OF THE PLAN REVIEW PROCESS
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2006-10-25 Cont ID  
Sent By mcarsill Date 2006-10-25 Time 09:30 Rev Time 0.00
Received By mcarsill Date 2006-10-25 Time 08:25 Sent To  
Notes
2006-10-25 09:29:501. CONSTRUCTION, ALTERATION AND DEMOLITION ACTIVITIES
 TO COMPLY WITH NFPA 241.
 2. DEBRIS SHALL BE REMOVED FROM THE SITE DAILY.
 3. SEPARATE PLANS AND PERMITS REQUIRED FOR THE FIRE
 SPRINKLER SYSTEM MODIFICATIONS THAT ARE PLANNED. 4.
 PLEASE DECLARE INTERIOR FINISH CLASSIFICATIONS FOR
 WALLS AND CEILINGS.
 5. PLEASE PROVIDE PRODUCT LITERATURE AND APPROVALS FOR
 WINDOW E THAT HAS BEEN DECLARED AS TWO HOUR FIRE
 RATED.
 6. ENSURE THAT A KNOX-BOX IS PROVIDED SO THAT FIRE
 RESCUE CAN ACCESS THE BUILDING.
 7. ON PAGE E3 NOTE INDICATES THAT NOT ALL FIRE ALARM
 EQUIPMENT IS NOT SHOWN. MORE DETAILS ARE NEEDED
 REGARDING THE LOCATIONS OF ALL INITIATING AND SIGNALING
 APPLIANCES FOR THE FIRE ALARM SYSTEM.
 8. THE FIRE SPRINKLER SYSTEM AND FIRE ALARM SYSTEM
 SHALL BE MONITORED BY A LICENSED UL LISTED CENTRAL
 STATION APPROVED FOR CENTRAL STATION SERVICE.
 9. PLEASE INDICATE THE TYPE OF FOOD PLANNED FOR THE
 FUTURE SERVICE FOOD PREP PLANNED FOR THE CAFE.
 10. PANIC HARDWARE OR FIRE EXIT PANIC HARDWARE REQUIRED
 ON ALL EXIT DOORS THAT HAVE AN OCCUPANT LOAD OF 100 OR
 MORE PERSONS TRAVELING THROUGH THEM.
 11. ONLY TWO DOORS ARE DECLARED TO BE FIRE RATED ON THE
 DOOR SCHEDULE ON PAGE A-13.
 12. PLEASE PROVIDE FLAMESPREAD DETAILS ON SONIC WALL
 FOLDING PARTITIONS.
 13. ENSURE THAT BUILDING ADDRESS IS PROVIDED ON THE
 BUILDING. ADDRESS SHALL BE A MINIMUM OF AT LEAST 6"
 HIGH AND AT LEAST 1" IN WIDTH.
 14. PLEASE DECLARE OCCUPANCY LOAD FOR AREAS WHERE THE
 ALTERNATING TREAD STAIRS ARE PLANNED.
 15. PLEASE PROVIDE PRESCRIPTIVE STRENGTH REQUIREMENTS
 FOR ALL NEW HANDRAILS AND GUARDRAILS.
 16. THE LIFE SAFETY PLAN ON PAGE LS-1 APPEARS TO BE
 MISSING EXIT SIGNS. EXIT SIGNS SHALL BE PROVIDED AT
 EXIT LOCATIONS AND IN AREAS SO DIRECT PERSONS TO
 EXITS.
 17. TACTILE SIGNS REQUIRED AT EXIT DOOR LOCATIONS. 18.
 IN SOME LOCATIONS "NO EXIT" SIGNS APPEAR TO BE NEEDED
 AS DOORS THAT ARE NOT EXITS ARE LOCATED NEAR DOORS THAT
 ARE EXITS.
 19. THE EXISTING ELECTRICAL ROOM DOOR MUST BE RATED
 SINCE IT WILL BE LOCATED WITHIN A TWO HOUR FIRE RATED
 WALL.
 20. COULD NOT LOCATE ANY PORTABLE FIRE EXTINGUISHERS ON
 LIFE SAFETY PLAN.
 21. PLEASE ENSURE THAT THE REQUIREMENTS FOR REQUIRED
 FIRE WATCH ACTIVITIES ARE UNDERSTOOD PRIOR TO BEGINNING
 WORK.
 22. ALL EXITS ARE TO REMAIN CLEAR AND UNOBSTRUCTED
 DURING CONSTRUCTION ACTIVITIES.
 23. PLEASE PROVIDE A FURNITURE OR SEATING LAYOUT FOR
 ASSEMBLY AREAS OF THE BUILDING.
 24. MAXIMUM OCCUPANTS LOAD WILL BE DETERMINED BY THE
 BUREAU OF FIRE PREVENTION.
 25. MAXIMUM OCCUPANT LOAD SIGNS WILL BE REQUIRED FOR
 THE BUILDING.
  
 MIKE CARSILLO, CHIEF FIRE PREVENTION OFFICER 804-4709
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2008-02-20 11:36:32TO "JWITMER" DESK/REV
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2007-08-20 16:13:20TO COMM BOARD #40
 PER ROBERT BROWN
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2006-09-19 00:00:00WAITING FOR "COMM" BD
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2007-08-23 Cont ID  
Sent By rregueir Date 2007-08-23 Time 19:11 Rev Time 0.00
Received By rregueir Date 2007-08-23 Time 18:48 Sent To  
Notes
2007-08-23 19:11:06RESUBMITTED ENERGY CALCS OK. PLANS PREVIOUSLY OK'D BY
 HAROLD MOSER.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2007-07-26 Cont ID  
Sent By hmoser Date 2007-07-26 Time 18:04 Rev Time 0.00
Received By hmoser Date 2007-07-26 Time 18:04 Sent To  
Notes
2007-07-26 18:12:49PASS PRIVISO
 PLEASE REFER TO SECTION 601.3 CONTAMINATION PREVENTION
 2004 FBC (M)
 PLAN REVIEW BY HAROLD MOSER 561-805-6732
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2007-04-06 Cont ID  
Sent By hmoser Date 2007-04-06 Time 07:20 Rev Time 0.00
Received By hmoser Date 2007-04-06 Time 07:20 Sent To  
Notes
2007-04-06 07:38:32PLAN DENIED
 1) PLEASE REFER TO SECTION 607.5.3 FIRE PROTECTION AND
 EXCEPTION 2.3 2004 FBC. (M)
 2) PLEASE REFER TO SECTION 1016.4 AIR MOVEMENT IN
 CORRIDORS 2004 FBC .
 3) PLEASE PROVIDE MANUFACTURERS INSTALLATION
 INSTRUCTIONS ON THE PRE COOLER UNITS.
 4) PLEASE REFER TO SECTION 13-406.1 ABC.1.4.1 2004
 FLORIDA ENERGY CODE.
 5) PLEASE REFER TO SECTION 603.8 CAVITIES OF THE
 BUILBING STRUCTURE 2004 FBC (M) .
 PLAN REVIEW BY HAROLD MOSER 561-805-6732
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2006-10-13 Cont ID  
Sent By hmoser Date 2006-10-13 Time 17:50 Rev Time 0.00
Received By hmoser Date 2006-10-13 Time 15:36 Sent To  
Notes
2006-10-13 19:09:291)IN REGARDS TO NOTE #4 PAGE M-4 PLEASE REFER TO
 SECTION 603.1.7 APPROVED CLOSURE SYSTEMS.THIS SECTION
 INCLUDES FIBERGLASS DUCT .
 2)PAGE M-4 ON THE CONDENSOR MOUNTING DETAIL , PLEASE
 PROVIDE THE GAGE OF 1 IN.STEAP ON THE PLANS.
 3)PLEASE PROVIDE ANCHOR DETAIL ON A/C STAND TO ROOF
 ON PLANS.
 4)PAGE M-1 PLEASE PROVIDE DUCT SIZE ON OUTDOOR AIR
 DUCT ON PLANS.
 5)PLEASE REFER TO SECTION 501.4 FOR EXHAUST DUCT AND
 OUTDOOR AIR DUCT.
 6 )PAGE M-1 ROOM 102 PLEASE REFER TO SECTION 601.4
 BALANCED RETURN AIR2004 FBC (M).
 7)PLEASE REFER TO SECTION 601.4 BALANCED RETURN AIR
 FOR ALL HABITABLE ROOMS.
 8)PLEASE PROVIDE MANUFACTURERS INSTALLATION
 INSTRUCTIONS ON THE PRE COOLED UNITS.
 9)PLEASE PROVIDE ENERGY CALCULATIONS AND MANUAL (J)
 WITH THE PLANS.
 10) PLEASE REFER TO SECTION 13-406.1.ABC.1.4.1 FLORIDA
 ENERGE CODE 2004. BUILDING CAVITIES.
 11)PLEASE REFER TO SECTION 13-410.1.ABC.3.6 CAVITIES
 OF THE BUILDING STRUCTURE. EXCEPTION
Review Stop P PLUMBING
Rev No 3 Status P Date 2007-07-14 Cont ID  
Sent By kstevens Date 2007-07-14 Time 06:19 Rev Time 0.00
Received By kstevens Date 2007-07-14 Time 06:19 Sent To  
Notes
2007-07-14 06:20:08PASSED PREVIOUSLY - NO NEW SHEETS
Review Stop P PLUMBING
Rev No 2 Status P Date 2007-04-06 Cont ID  
Sent By kstevens Date 2007-04-06 Time 18:57 Rev Time 0.00
Received By kstevens Date 2007-04-06 Time 18:57 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2006-10-19 Cont ID  
Sent By kstevens Date 2006-10-19 Time 17:30 Rev Time 0.00
Received By kstevens Date 2006-10-19 Time 17:30 Sent To  
Notes
2006-10-19 18:53:54DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 FBC-2004 BUILDING
  
 1. SUBMIT CALCULATIONS FOR MINIMUM FACILITIES PER
 TABLES 1004.1.2 & 403.1.SHOW COMPLIANCE WITH POTTY
 PARITY PER SECTION 403.1.1. SHOW THE SQUARE FOOTAGE OF
 ALL OCCUPANCIES. (BUSINESS, ASSEMBLY, STORAGE ETC.).
  
 2. INDICATE OCCUPANCIES AND INDICATE CODE REFERENCES.
  
 3. FUTURE COFFEE SHOP & SERVICE FOOD PREP AREA. A
 GREASE INTERCEPTOR MAY BE REQUIRED. PLEASE CONTACT LYNN
 MASSON, ENVIRONMENTAL COMPLIANCE MANAGER FOR A
 DETERMINATION. CALL HER AT (561) 822-2271, OR FAX (561)
 822-2279, OR E-MAIL [email protected]. WASTE ORD. 3434.
  
 4. SHT A-1 WOMEN'S H/C BATHROOM. DOOR SHALL NOT SWING
 INTO THE REQUIRED CLEAR FLOOR SPACE FOR ANY FIXTURE.
 SECTION 11-4.22.2. (SEE LAV).
  
 5. SHT A-1 WOMEN'S H/C BATHROOM. SUBMIT A DETAIL FOR
 THE SHOWER SHOWING COMPLIANCE WITH SECTION 11-4.21 AND
 ALL SUBSECTIONS.
  
 6. SHT A-1 SHT A-1 SUBMIT DETAILS FOR MEN'S & WOMEN'S
 TOILET/BATHROOM SHOWING COMPLIANCE WITH SECTIONS
 11-4.16, & 11-4.19 WITH ALL SUBSECTIONS. (COMMENTS 4,
 5, 6 TOILET ROOMS ACROSS FROM ROOMS 128 & 137).
  
 7. SHT A-1 SUBMIT A DETAIL FOR THE LOUNGE ROOM, (132),
 SINK. SHOW COMPLIANCE WITH SECTION 11-4.24 AND ALL
 SUBSECTIONS.
  
 8. SHT A-1 MEN'S AND WOMEN'S TOILET ROOMS 3 & 4. MORE
 INFORMATION IS REQUIRED. ARE THESE SEPARATE TOILET
 ROOMS, OR TOILET STALLS WITHIN TOILET ROOMS 1 & 2? IF
 SEPARATE TOILET ROOMS, AT LEAST ONE STALL IN TOILET
 ROOMS 1 & 2 SHALL BE ACCESSIBLE AND COMPLY WITH FIG.
 30E.
  
 9. SHT A-10 DETAIL D4 BATHROOM FLOOR PLAN. SHOW THE
 TURNING AREA IN THE TOILET ROOMS. SECTION 11-4.22.3.
  
 10. SHT A-10 DETAIL E THE FLUSH CONTROL SHALL BE ON THE
 WIDE SIDE. SECTION 11-4.16.5.
  
 11. SHT A-10 DETAIL A SHOW THE FLUSH CONTROL HEIGHT.
 SECTION 11-4.18.4.
  
 12. SHT A-10 DETAILS C, D, & E. SHOW CLEARANCES PER
 SECTION 11-4.19.2, EXPOSED PIPES & SURFACES SECTION
 11-4.19.4, FAUCETS SECTION 11-4.19.5.
  
 13. SHT A-10 DETAIL C SHOWS MIRROR BOTTOM AT 42".PER
 SECTION 11-4.19.6 THE MIRRORS SHALL BE MAXIMUM 40" TO
 THE BOTTOM.EXPOSED PIPES AND SURFACES PER SECTION
 11-4.19.5, NOT 11-4.23.4 AS SHOWN. CORRECT CODE
 REFERENCE.
  
 14. SHT A-11 DETAIL I SHOW EXPOSED PIPES & SURFACES PER
 11-4.19.5, NOT 11-4.23.5 AS SHOWN. INDICATE COMPLIANCE
 WITH CLEARANCES PER 11-4.19.2, FAUCETS PER 11-4.19.5,
 AND MIRROR PER 11-4.19.6 TO BE 40" TO THE BOTTOM, NOT
 42" AS SHOWN.
  
 15. SHT A-11 DETAILS R, S, A'& B' SHOW COMPLIANCE
 WITH THE FOLLOWING FOR THE W/C'S, 11-4.16.2 CLEAR FLOOR
 SPACE, 11-4.16.5 FLUSH CONTROLS, (S & A'), 11-4.16.6
 DISPENSERS. INDICATE THE W/C'S TO BE 18" OFF THE WALL
 TO THE CENTER OF THE FIXTURE, (FIG 28). FOR THE LAVS
 SHOW CLEARANCES 11-4.19.2, CLEAR FLOOR SPACE 11-4.19.3,
 EXPOSED PIPES & SURFACES 11-4.19.4, FAUCETS 11-4.19.5,
 AND MIRRORS 11-4.19.6. SHOW THE LAVS AS 15" MINIMUM OFF
 THE WALL TO THE CENTER OF THE FIXTURE TO BE CENTERED ON
 THE 30" CLEAR FLOOR SPACE.
  
 16. SUBMIT A DETAIL FOR THE DRINKING FOUNTAIN SHOWING
 COMPLIANCE WITH SECTION 11-4.15 AND ALL SUBSECTIONS.
  
 17. SHTS A-1 & P-1. SHT A-1 INDICATES THE WOMEN'S
 BATHROOM, THE MEN'S TOILET ROOM, AND THE LOUNGE AS
 EXISTING. SHT P-1 INDICATES NEW SANITARY PIPING FOR
 THESE FIXTURES. PLEASE CLARIFY. SECTION 106.1.1.
  
 18. SHTS P-1 & P-2 KEY NOTES 3 & 4 INDICATE THE P/T
 DISCHARGE LINE TO BE RUN UNDER THE SLAB. PER SECTION
 504.6.1 THERE ARE TO BE NO TRAPPED SECTIONS IN THE P/T
 DISCHARGE LINE. ALSO AN AIR GAP OR AIR GAP FITTING IS
 REQUIRED IN THE ROOM OF THE HEATER.
  
 19. SHT P-1 CONDENSATE SHALL DISCHARGE A MINIMUM OF 1'
 AWAY FROM THE STRUCTURE SIDEWALL OF THE BUILDING.
 SECTION 1503.6
  
 20. SHT P-3 SANITARY RISER DIAGRAM FOR NEW TOILET
 CONNECTING TO EXISTING BUILDING DRAIN. THE W/C IN THE
 WOMEN'S BATHROOM SHALL BE WET VENTED WITH THE SHOWER
 LAV, AND NOT VENTED BY THE W/M. SECTION 909.1 (SEE RED
 LINE CORRECTIONS ON ONE SET OF PLANS FOR EXAMPLE).
  
 21. SHT P-3 NOTE #2 PER TABLE 704.1, 2-1/2" AND SMALLER
 PIPE SHALL BE SLOPED AT 1/4"/FT. UPDATE REFERENCE.
  
 22. SHT P-4 DOMESTIC WATER RISER DIAGRAM. WATER HEATERS
 SHALL INDICATE THERMAL EXPANSION CONTROL PER SECTION
 607.3.2. NO TRAPPED SECTIONS IN P/T LINE. (SEE COMMENT
 #18). FULL OPEN VALVES REQUIRED ON ALL DOWN-FEED WATER
 LINES.SECTION 606.1(4). (TWO SETS MISSING VALVES).
  
 23. AN RPZV BACKFLOW IS REQUIRED ON THE WATER SERVICE
 OF THE BUILDING. IF THERE IS ONE EXISTING, PLEASE
 INDICATE ON WATER RISER DIAGRAM. SECTIONS 106.1.1.&
 608.13.2.
  
 24. INFORMATIONAL: FUTURE SERVICE FOOD PREP SHALL BE
 REVIEWED BY THE PALM BEACH COUNTY HEALTH UNIT, DIVISION
 ON ENVIRONMENTAL HEALTH. 901 EVERNIA ST WPB. (561)
 355-3018 PRIOR TO SUBMITTING PLANS FOR BUILD-OUT.
 SECTION 102.2.1.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 7 Status P Date 2008-04-25 Cont ID  
Sent By adavila Date 2008-04-25 Time 09:33 Rev Time 0.00
Received By adavila Date 2008-04-24 Time 17:16 Sent To  
Notes
2008-04-25 09:33:33PER ERIC SCHNEIDER, PRINCIPAL PLANNER.
2008-04-24 17:16:33BUILDING REVISION NO. 3
Review Stop Z ZONING
Rev No 6 Status P Date 2008-04-24 Cont ID  
Sent By adavila Date 2008-04-24 Time 17:15 Rev Time 0.00
Received By adavila Date 2008-04-24 Time 12:14 Sent To  
Notes
2008-04-24 17:16:07BUILDING REVISION NO. 4
  
 PER ERIC SCHNEIDER, PRINCIPAL PLANNER.
Review Stop Z ZONING
Rev No 5 Status F Date 2008-03-18 Cont ID  
Sent By eschneid Date 2008-03-18 Time 12:38 Rev Time 0.00
Received By eschneid Date 2008-03-14 Time 08:35 Sent To  
Notes
2008-03-18 12:36:45FAILED
  
 THIS REVISION APPEARS TO REDUCE THE FACADE GLAZING.
 PROVIDE AN ELEVATION SHOWING THE REVISED STOREFRONT
 GLAZING CALCULATIONS TO REFLECT THE PROPOSED WORK.
 PLEASE NOTE, THAT PER THE VARIANCE APPROVAL, 540 SQ.
 FT. OF THE FACADE SHALL BE GLAZING.IF THIS PERMIT
 REDUCES THAT TOTAL, THEN AN EQUAL AMOUNT OF GLAZING
 SHALL BE PROVIDED ELSEWHERE ON THE FACADE.
  
 CONTACT ERIC SCHNEIDER @ 822-1435.
Review Stop Z ZONING
Rev No 4 Status P Date 2007-08-23 Cont ID  
Sent By adavila Date 2007-08-23 Time 16:57 Rev Time 0.00
Received By adavila Date 2007-08-23 Time 16:57 Sent To  
Notes
2007-08-23 16:59:23PER ERIC SCHNEIDER, PRINCIPAL PLANNER.
  
 PLEASE NOTE THAT THE FDOT PERMIT DESCRIPTION SAYS THAT
 THE AWNINGS WILL BE PLACED AT BROADWAY AVENUE AND 24TH
 STREET; HOWEVER, THE SUBJECT PROPERTY IS LOCATED AT
 SPRUCE AVENUE AND 24TH STREET, WITH THE AWNINGS ALONG
 24TH STREET.
Review Stop Z ZONING
Rev No 3 Status F Date 2007-06-11 Cont ID  
Sent By adavila Date 2007-06-11 Time 15:48 Rev Time 0.00
Received By adavila Date 2007-06-08 Time 15:48 Sent To  
Notes
2007-06-11 15:48:54PLANNING AND ZONING DEPARTMENT
  
 ***FAILED***
  
 1. HANDICAP ACCESS AISLE SHALL NOT ENCROACH INTO THE
 REQUIRED 12 FOOT DRIVE AISLE.
  
 2. HANDICAP ACCESS AISLE SHALL BE STRIPED DIAGONALLY TO
 DESIGNATE IT AS A NO-PARKING ZONE.
  
 3. HANDICAP ACCESS AISLE SHALL BE 5 FEET MIN IN WIDTH
 BY THE ENTIRE LENGTH OF THE PARKING SPACE (18 FEET).
  
 4. REMOVE NOTE DESIGNATING PARKING AS EMPLOYEE PARKING
 SPACES.
  
 5. PROVIDE A LETTER AND PLANS STAMPED APPROVED FROM THE
 ENGINEERING SERVICES DEPARTMENT FOR THE SIZE AND
 LOCATION OF THE DUMPSTER AND DUMPSTER ENCLOSURE.
  
 6. FDOT APPROVAL LETTER FOR THE METAL AWNINGS/CANOPIES
 SHALL BE PROVIDED PRIOR TO BUILDING PERMIT APPROVAL.
  
 COMMENTS/QUESTIONS, CONTACT ANDREINA DAVILA Q. OR ERIC
 SCHNEIDER, PRINCIPAL PLANNER, AT 822-1435.
Review Stop Z ZONING
Rev No 2 Status F Date 2007-03-20 Cont ID  
Sent By adavila Date 2007-03-20 Time 08:46 Rev Time 0.00
Received By adavila Date 2007-03-19 Time 08:46 Sent To  
Notes
2007-03-20 12:50:29PLANNING AND ZONING DEPARTMENT
  
 ***FAILED***
  
 1. PROVIDE RESPONSE TO COMMENTS IN WRITING.
  
 2. ALL ARCHITECTURAL DRAWINGS SHALL REFLECT THE EXACT
 LOCATION OF THE WEST PROPERTY LINE.ACCORDING TO THE
 SURVEY AND SITE PLAN, THE WEST PROPERTY LINE RUNS EAST
 OF THE SIDEWALK ALONG SPRUCE AVENUE; HOWEVER, THE
 ARCHITECTURAL DRAWINGS SHOW THE PROPERTY LINE WEST OF
 THE SIDEWALK ALONG SPRUCE AVENUE.
  
 3. ACCORDING TO THE SITE PLAN AND ARCHITECTURAL
 DRAWINGS, ONLY THE PROPOSED COFFEE SHOP IS NOT PART OF
 THIS PERMIT APPLICATION.HOWEVER, ALL ENGINEERING
 PLANS (PLUMBING, MECHANICAL, AND ELECTRICAL), SHOW THAT
 THE ENTIRE WEST PORTION OF THE SITE IS NOT PART OF THIS
 PERMIT APPLICATION.FURTHERMORE, THE SITE PLAN,
 ARCHITECTURAL DRAWINGS AND SOME OF THE ENGINEERING
 PLANS SHOW THE JANITOR CLOSET/VENDING MACHINE AREA AS
 PART OF THIS PERMIT APPLICATION, BUT OTHER ENGINEERING
 PLANS STATE THAT IT IS NOT PART OF THIS CONTRACT.ALL
 PLANS AND DRAWINGS SHALL REFLECT THE SAME CONDITIONS.
 PLEASE CLARIFY WHAT IS AND WHAT IS NOT INCLUDED IN THIS
 PERMIT APPLICATION.
 A. PLEASE NOTE THAT IF ONLY THE PROPOSED COFFEE SHOP IS
 TO BE EXCLUDED, A SITE PLAN AND LANDSCAPE PLAN SHALL BE
 PROVIDED FOR THE WEST PORTION OF THE SITE.
 B. PLEASE NOTE THAT PER SECTION 94-210(D)(11),
 AUTOMATIC FOOD AND DRINK MACHINES MUST BE LOCATED
 INSIDE BUILDINGS.IF THE VENDING MACHINE AREA WILL BE
 ENCLOSED, THE AREA SHALL BE TWO STORIES PER NMUD
 REGULATIONS.
 C. PROPOSED JANITOR CLOSET SHALL BE TWO STORIES.
  
 4. LANDSCAPE PLANS, PREPARED BY A LANDSCAPE
 ARCHITECT AND AUTHORIZED BY F.S. CH. 481, PT. II, SHALL
 BE PROVIDED.
  
 5. FDOT APPROVAL FOR THE PROPOSED METAL AWNINGS ON THE
 WINDOWS SHALL BE PROVIDED.
  
 6. ACCESSIBLE ROUTES FOR HANDICAP PARKING SPACES SHALL
 BE NO LESS THAN 44 INCHES WIDE.
  
 7. PROVIDE HANDICAP PARKING STALL DETAIL.
 A. PARKING ACCESS AISLES FOR HANDICAP PARKING SPACES
 MUST BE NO LESS THAN 5 FEET WIDE.
 B. HANDICAP PARKING SPACES MUST BE PROMINENTLY OUTLINED
 IN BLUE PAINT.
 C. HANDICAP SYMBOL MUST BE FACING RIGHT (OPPOSITE
 DIRECTION)
 D. HANDICAP SYMBOL SHALL BE 3 FEET OR 5 FEET HIGH AND
 WHITE IN COLOR.
 E. HANDICAP SYMBOL SHALL BE 2 FEET FROM THE OPEN END OF
 THE PARKING SPACE.
  
 8. PER THE FINAL ORDER DATED FEBRUARY 1, 2007, THE TWO
 NEW WINDOWS SHALL 2 FEET ABOVE THE GROUND.ACCORDING
 TO THE ELEVATIONS SUBMITTED, THE WINDOWS ARE 2 FEET 6
 INCHES ABOVE THE GROUND.THESE WINDOWS SHALL BE
 RECONFIGURED TO MEET THIS CONDITION OF THE FINAL
 ORDER.
  
 9. EXTERIOR FINISH MATERIAL OF THE PROPOSED TICKET
 BOOTH SHALL BE PROVIDED.PLEASE NOTE THAT PER SECTION
 94-213(D)(1), WALLS SHALL BE NO MORE THAN TWO MATERIALS
 AND SHALL CHANGE MATERIAL ALONG A HORIZONTAL LINE, WITH
 THE HEAVIER MATERIAL BELOW THE LIGHTER MATERIAL.
  
 10. TOTAL CLEAR GLAZED AND OPENINGS PERCENTAGE SHALL BE
 PROVIDED FOR THE SECOND STORY.PLEASE NOTE THAT PER
 SECTION 94-213(D)(6), STORIES ABOVE THE FIRST FLOOR
 SHALL HAVE CLEAR GLAZED ARE AND OPENINGS BETWEEN 25
 PERCENT AND 45 PERCENT OF THE FACADE AREA.
  
 11. PER SECTION 94-213(D)(7), WINDOWS SHALL BE RECESSED
 A MINIMUM OF TWO INCHES FROM THE EXTERIOR FACE OF THE
 FACADE.
  
 12. PER SECTION 94-213(D)(13), ALL WINDOWS, EXCEPT
 STOREFRONT WINDOWS, SHALL BE OPERABLE.
  
 13. PLEASE NOTE THAT A SIGN PERMIT SHALL BE SUBMITTED
 FOR ALL NEW SIGNS.
  
 COMMENTS/QUESTIONS, CONTACT ANDREINA DAVILA Q. OR ERIC
 SCHNEIDER, PRINCIPAL PLANNER, AT 822-1435.
Review Stop Z ZONING
Rev No 1 Status F Date 2006-10-03 Cont ID  
Sent By   Date 2006-10-03 Time   Rev Time 0.00
Received By eschneid Date 2006-10-03 Time 18:43 Sent To  
Notes
2006-10-03 00:00:00THERE ARE PROBLEMS WITH THESE PLANS.
  
 MEETING WITH ZONING REQUIRED.
  
 CONTACT ERIC SCHNEIDER (561) 822-1435.


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