Plan Review Details - Permit 11120073
Plan Review Stops For Permit 11120073
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2013-07-10 Cont ID  
Sent By jwitmer Date 2013-07-10 Time 07:52 Rev Time 0.00
Received By jwitmer Date 2013-07-09 Time 15:51 Sent To  
Notes
2013-07-09 15:51:30BUILDING PLAN REVIEW
 PERMIT:11120073
 ADD: 700 N CONGRESS
 CONT: TO BE DETERMINED
 CONTACT: VIVEK GALAV
 TEL: (561)644-7416
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
  
 ARCHITECT: REG RICK GONZALEZTEL: 659-2383
 STRUCTURAL ENGINEER: ANDREW MORGAN P. E.
 TEL: 881-8999
 BUILDING PLAN REVIEW
 PERMIT:11120073
 ADD: 700 N CONGRESS
 CONT: TO BE DETERMINED
 CONTACT: JEFF HALVERSONTEL: (561)644-7416
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
  
 ARCHITECT: REG RICK GONZALEZ
 TEL: 659-2383
 STRUCTURAL ENGINEER: ANDREW MORGAN P. E.
 TEL: 881-8999
  
 5TH REVIEW
 DATE: JULY 09/ 2013
 ACTION: PROVISO
  
 BUILDING PROVISO:
 BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL
 RESULT IN FAILED INSPECTION(S) AND THE ASSESSMENT OF
 RE-INSPECTION FEE(S). REVISIONS REQUIRE ADDITIONAL
 REVIEWS WITH ASSOCIATED FEES.
  
 1) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING& FAC
 RULE 9N-3, PLEASE PROVIDE 2 COPIES OF PRODUCT TESTING
 REPORTS, MISSING REPORTS ARE AS FOLLOWS:
 1A) FIXED GLAZING, STOREFRONT
 1B) OPERABLE GLAZING UNITS
 1C) MULLIONS, HORIZONTAL AND VERTICAL
 1D) GLASS BLOCK
 1E) EXTERIOR GLAZED SWING DOORS
 1F) EXTERIOR INSULATED METAL SWING DOORS
 1G) BI-FOLD APPARATUS BAY DOORS/ WITH TRANSOM
 1H) EXTERIOR ROOF WALL ACCESS DOOR/ FRAME (H)
 1I) DOUBLE ACCESS PANEL ROOF HATCH, INSULATED -182.6.
 1J) WALL LOUVERS
 1K) A/C ROOF TOP A/C STANDS
 1L) ROOF ASSEMBLIES FLAT ROOF INCLUSIVE OF ROOF TOP
 INSULATION.
 1M) ROOF ASSEMBLIES SLOPED ROOF, METAL ROOF SYSTEMS
 -266.9 ZONE 3 AND -372.5 ROOF OVERHANGS WITHIN ZONE# 3.
 1N) BAHAMA SHUTTERS WITH PRODUCT APPROVAL FOR CLOSED
 POSITION AND ENGINEERING ANALYSIS FOR SHUTTERS WHEN
 LEFT IN THE OPEN POSITION IN THE CASE OF A HIGH WIND
 EVENT.
 1O) ROOFTOP EXHAUST FANS
  
 2) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 3) REVISION IS REQUIRED FOR THE ELIMINATION OF STONE
 VENEER ON EXTERIOR WALL OR COMPLIANCE WITH:
 2010 FBC-B 2114.2 CONCRETE BEARING LEDGE.
 BRICK, STONE OR OTHER VENEER SHALL BE SUPPORTED BY A
 CONCRETE BEARING LEDGE AT LEAST EQUAL TO THE TOTAL
 THICKNESS OF THE BRICK, STONE OR OTHER VENEER, WHICH IS
 POURED INTEGRALLY WITH THE CONCRETE FOUNDATION. NO
 SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL
 CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT
 SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE
 IS AN APPROVED PHYSICAL BARRIER. AN APPROVED PHYSICAL
 BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL
 SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED
 IN A MORTAR JOINT. IF MASONRY VENEER EXTENDS BELOW
 GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED
 TO THE CAVITY CREATED BETWEEN THE VENEER AND THE
 FOUNDATION, IN LIEU OF A PHYSICAL BARRIER.
 EXCEPTION: VENEER SUPPORTED BY A SHELF, ANGLE OR LINTEL
 SECURED TO THE FOUNDATION SIDEWALL IN ACCORDANCE WITH
 TMS 402/ACI 530/ASCE 5, PROVIDED AT LEAST A 6-INCH (152
 MM) CLEAR INSPECTION SPACE OF THE FOUNDATION SIDEWALL
 EXTERIOR EXISTS BETWEEN THE VENEER AND THE TOP OF ANY
 SOIL, SOD, MULCH OR OTHER ORGANIC LANDSCAPING
 COMPONENT, DECK, APRON, PORCH, WALK OR ANY OTHER WORK
 IMMEDIATELY ADJACENT TO OR ADJOINING THE STRUCTURE.
 JIM,
 WE WILL REMOVE THE STONE VENEER FROM FIRE STATION 5 AND
 REPLACE IT WITH STUCCO.
 THANKS.
 VIVEK
 ----- FORWARDED BY VIVEK GALAV/WESTPALM ON 06/18/2013
 02:47 PM -----
 FROM: VINCENT KAFER
 TO: "[email protected]"
 DATE: 06/18/2013 11:07 AM
 SUBJECT: FS#5-EOC PERMITTING
 CAN YOU PLEASE PROVIDE A LETTER TO JIM WIETMER
 (BUILDING DEPARTMENT) STATING THAT THE CITY HAS DECIDED
 REMOVING THE STONE VENEER AND REPLACING IT PER STUCCO?
 THANKS
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2013-06-18 Cont ID  
Sent By jwitmer Date 2013-06-17 Time 14:30 Rev Time 0.00
Received By jwitmer Date 2013-06-17 Time 14:15 Sent To  
Notes
2013-06-17 14:30:31BUILDING PLAN REVIEW
 PERMIT:11120073
 ADD: 700 N CONGRESS
 CONT: TO BE DETERMINED
 CONTACT: VIVEK GALAV
 TEL: (561)644-7416
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
  
 ARCHITECT: REG RICK GONZALEZTEL: 659-2383
 STRUCTURAL ENGINEER: ANDREW MORGAN P. E.
 TEL: 881-8999
 BUILDING PLAN REVIEW
 PERMIT:11120073
 ADD: 700 N CONGRESS
 CONT: TO BE DETERMINED
 CONTACT: JEFF HALVERSONTEL: (561)644-7416
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
  
 ARCHITECT: REG RICK GONZALEZ
 TEL: 659-2383
 STRUCTURAL ENGINEER: ANDREW MORGAN P. E.
 TEL: 881-8999
  
 5TH REVIEW
 DATE: JULY 09/ 2013
 ACTION: PROVISO
  
 BUILDING PROVISO:
 BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL
 RESULT IN FAILED INSPECTION(S) AND THE ASSESSMENT OF
 RE-INSPECTION FEE(S). REVISIONS REQUIRE ADDITIONAL
 REVIEWS WITH ASSOCIATED FEES.
  
 1) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING& FAC
 RULE 9N-3, PLEASE PROVIDE 2 COPIES OF PRODUCT TESTING
 REPORTS, MISSING REPORTS ARE AS FOLLOWS:
 1A) FIXED GLAZING, STOREFRONT
 1B) OPERABLE GLAZING UNITS
 1C) MULLIONS, HORIZONTAL AND VERTICAL
 1D) GLASS BLOCK
 1E) EXTERIOR GLAZED SWING DOORS
 1F) EXTERIOR INSULATED METAL SWING DOORS
 1G) BI-FOLD APPARATUS BAY DOORS/ WITH TRANSOM
 1H) EXTERIOR ROOF WALL ACCESS DOOR/ FRAME (H)
 1I) DOUBLE ACCESS PANEL ROOF HATCH, INSULATED -182.6.
 1J) WALL LOUVERS
 1K) A/C ROOF TOP A/C STANDS
 1L) ROOF ASSEMBLIES FLAT ROOF INCLUSIVE OF ROOF TOP
 INSULATION.
 1M) ROOF ASSEMBLIES SLOPED ROOF, METAL ROOF SYSTEMS
 -266.9 ZONE 3 AND -372.5 ROOF OVERHANGS WITHIN ZONE# 3.
 1N) BAHAMA SHUTTERS WITH PRODUCT APPROVAL FOR CLOSED
 POSITION AND ENGINEERING ANALYSIS FOR SHUTTERS WHEN
 LEFT IN THE OPEN POSITION IN THE CASE OF A HIGH WIND
 EVENT.
 1O) ROOFTOP EXHAUST FANS
  
 2) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 3) REVISION IS REQUIRED FOR THE DELETION OF STONE
 VENEER ON EXTERIOR WALL OR COMPLIANCE WITH:
 2010 FBC-B 2114.2 CONCRETE BEARING LEDGE.
 BRICK, STONE OR OTHER VENEER SHALL BE SUPPORTED BY A
 CONCRETE BEARING LEDGE AT LEAST EQUAL TO THE TOTAL
 THICKNESS OF THE BRICK, STONE OR OTHER VENEER, WHICH IS
 POURED INTEGRALLY WITH THE CONCRETE FOUNDATION. NO
 SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL
 CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT
 SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE
 IS AN APPROVED PHYSICAL BARRIER. AN APPROVED PHYSICAL
 BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL
 SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED
 IN A MORTAR JOINT. IF MASONRY VENEER EXTENDS BELOW
 GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED
 TO THE CAVITY CREATED BETWEEN THE VENEER AND THE
 FOUNDATION, IN LIEU OF A PHYSICAL BARRIER.
 EXCEPTION: VENEER SUPPORTED BY A SHELF, ANGLE OR LINTEL
 SECURED TO THE FOUNDATION SIDEWALL IN ACCORDANCE WITH
 TMS 402/ACI 530/ASCE 5, PROVIDED AT LEAST A 6-INCH (152
 MM) CLEAR INSPECTION SPACE OF THE FOUNDATION SIDEWALL
 EXTERIOR EXISTS BETWEEN THE VENEER AND THE TOP OF ANY
 SOIL, SOD, MULCH OR OTHER ORGANIC LANDSCAPING
 COMPONENT, DECK, APRON, PORCH, WALK OR ANY OTHER WORK
 IMMEDIATELY ADJACENT TO OR ADJOINING THE STRUCTURE.
 JIM,
 WE WILL REMOVE THE STONE VENEER FROM FIRE STATION 5 AND
 REPLACE IT WITH STUCCO.
 THANKS.
 VIVEK
 ----- FORWARDED BY VIVEK GALAV/WESTPALM ON 06/18/2013
 02:47 PM -----
 FROM: VINCENT KAFER
 TO: "[email protected]"
 DATE: 06/18/2013 11:07 AM
 SUBJECT: FS#5-EOC PERMITTING
 CAN YOU PLEASE PROVIDE A LETTER TO JIM WIETMER
 (BUILDING DEPARTMENT) STATING THAT THE CITY HAS DECIDED
 REMOVING THE STONE VENEER AND REPLACING IT PER STUCCO?
 THANKS
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2013-05-16 Cont ID  
Sent By jwitmer Date 2013-05-16 Time 09:36 Rev Time 0.00
Received By jwitmer Date 2013-05-16 Time 09:31 Sent To  
Notes
2013-05-16 09:35:57BUILDING PLAN REVIEW
 PERMIT:11120073
 ADD: 700 N CONGRESS
 CONT: TO BE DETERMINED
 CONTACT: VIVEK GALAV
 TEL: (561)644-7416
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
  
 ARCHITECT: REG RICK GONZALEZ
 TEL: 659-2383
 STRUCTURAL ENGINEER: ANDREW MORGAN P. E.
 TEL: 881-8999
  
 2ND REVIEW PLANS DATED 06/08/2012
  
 ACTION: DENIED
  
 BUILDING PLAN REVIEW
 PERMIT:11120073
 ADD: 700 N CONGRESS
 CONT: TO BE DETERMINED
 CONTACT: JEFF HALVERSON
 TEL: (561)644-7416
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
  
 ARCHITECT: REG RICK GONZALEZ
 TEL: 659-2383
 STRUCTURAL ENGINEER: ANDREW MORGAN P. E.
 TEL: 881-8999
  
 3RD REVIEW
  
 ACTION: DENIED
  
 1) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE & REPLACE ANY PAGES AS NECESSARY. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, 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) ANOTHER ISSUE THAT VINCENT DIDN'T AGREE WITH WAS:
 SHEET A-4.11 STONE VENEER MISSING THE CONCRETE BEARING
 EDGE. 2114.2 CONCRETE BEARING LEDGE. BRICK, STONE OR
 OTHER VENEER SHALL BE SUPPORTED BY A CONCRETE-BEARING
 LEDGE AT LEAST EQUAL TO THE TOTAL THICKNESS OF THE
 BRICK, STONE OR OTHER VENEER, WHICH IS POURED
 INTEGRALLY WITH THE CONCRETE FOUNDATION. NO
 SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL
 CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT
 SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE
 IS AN APPROVED PHYSICAL BARRIER. AN APPROVED PHYSICAL
 BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL
 SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED
 IN A MORTAR JOINT. IF MASONRY VENEER EXTENDS BELOW
 GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED
 TO THE CAVITY CREATED BETWEEN THE VENEER AND THE
 FOUNDATION, IN LIEU OF A PHYSICAL BARRIER.
 EXCEPTION: VENEER SUPPORTED BY A SHELF, ANGLE OR LINTEL
 SECURED TO THE FOUNDATION SIDEWALL IN ACCORDANCE WITH
 ACI 530/ASCE 5/TMS 402, PROVIDED AT LEAST A 6-INCH (152
 MM) CLEAR INSPECTION SPACE OF THE FOUNDATION SIDEWALL
 EXTERIOR EXIST BETWEEN THE VENEER AND THE TOP OF ANY
 SOIL, SOD, MULCH OR OTHER ORGANIC LANDSCAPING
 COMPONENT, DECK, APRON, PORCH, WALK OR ANY OTHER WORK
 IMMEDIATELY ADJACENT TO OR ADJOINING THE STRUCTURE.
  
  
 3) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING& FAC
 RULE 9N-3, PLEASE PROVIDE 2 COPIES OF PRODUCT TESTING
 REPORTS, MISSING REPORTS ARE AS FOLLOWS:
 3A) FIXED GLAZING, STOREFRONT
 3B) OPERABLE GLAZING UNITS
 3C) MULLIONS, HORIZONTAL AND VERTICAL
 3D) GLASS BLOCK
 3E) EXTERIOR GLAZED SWING DOORS
 3F) EXTERIOR INSULATED METAL SWING DOORS
 3G) BI-FOLD APPARATUS BAY DOORS/ WITH TRANSOM
 3H) EXTERIOR ROOF WALL ACCESS DOOR/ FRAME (H)
 3I) DOUBLE ACCESS PANEL ROOF HATCH, INSULATED -182.6.
 3J) WALL LOUVERS
 3K) A/C ROOF TOP A/C STANDS
 3L) ROOF ASSEMBLIES FLAT ROOF INCLUSIVE OF ROOF TOP
 INSULATION.
 3M) ROOF ASSEMBLIES SLOPED ROOF, METAL ROOF SYSTEMS
 -266.9 ZONE 3 AND -372.5 ROOF OVERHANGS WITHIN ZONE# 3.
 3N) BAHAMA SHUTTERS WITH PRODUCT APPROVAL FOR CLOSED
 POSITION AND ENGINEERING ANALYSIS FOR SHUTTERS WHEN
 LEFT IN THE OPEN POSITION IN THE CASE OF A HIGH WIND
 EVENT.
 3O) ROOFTOP EXHAUST FANS
  
 VIVEK, VINCENT IS GOING TO LOOK AT SOME TYPE OF ADHERED
 SYSTEMS THAT WILL GIVE US THE SAME RESULT AS THE
 CONCRETE LEDGE THAT ACTS AS A TERMITE BARRIER..
  
 4) WE HAVE THE OTHER ISSUE AS TO WIND SPEED THAT THE
 ENGINEER OF RECORD IS CREATING A LETTER INDICATING WHY
 HE HAS DESIGNED THE BUILDING FOR A CAT 5 HURRICANE, IS
 THIS DESIGN A STRONGER DESIGN THAN THE MINIMUM CODE.
 DOES HE TAKE A DERATING FACTOR OF 0.77 FOR A BUILDINGS
 RISK CATEGORY I VERSES A 1.15 REQUIRED FOR A BUILDING
 RISK CATEGORY IV ???
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2012-06-11 Cont ID  
Sent By jwitmer Date 2012-06-11 Time 08:15 Rev Time 0.00
Received By jwitmer Date 2012-06-08 Time 14:05 Sent To  
Notes
2012-06-11 08:15:01BUILDING PLAN REVIEW
 PERMIT:11120073
 ADD: 700 N CONGRESS
 CONT: TO BE DETERMINED
 CONTACT: JEFF HALVERSON
 TEL: (561)644-7416
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
  
 ARCHITECT: REG RICK GONZALEZ
 TEL: 659-2383
 STRUCTURAL ENGINEER: ANDREW MORGAN P. E.
 TEL: 881-8999
  
 2ND REVIEW PLANS DATED 06/08/2012
  
 ACTION: DENIED
  
 1) 106.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS:
 1A)COMPLIED. 106.3.5.(1) ENERGY CALCULATIONS-
 MECHANICAL
  
 1B) 2ND REQUEST. 106.3.5(8) STRUCTURAL REQUIREMENTS
 SHALL INCLUDE, SOIL CONDITIONS/ANALYSIS
  
 1C) COMPLIED.
  
 1D) SPECIAL SYSTEMS: LIFTS- DUMBWAITERS
  
 1E) SHEET S-01 FOUNDATION NOTE# 1 REQUIRES A FOUNDATION
 REPORT.
 1802.2.1 QUESTIONABLE SOIL. WHERE THE CLASSIFICATION,
 STRENGTH OR COMPRESSIBILITY OF THE SOIL ARE IN DOUBT OR
 WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED
 IN THIS CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL
 REQUIRE THAT THE NECESSARY INVESTIGATION BE MADE. SUCH
 INVESTIGATION SHALL COMPLY WITH THE PROVISIONS OF
 SECTIONS 1802.4 THROUGH 1802.6.
  
 2) S-02 WIND DESIGN CRITERIA:
 2A) THE STRUCTURAL PLANS S02 INDICATE A DESIGN TO 195
 MPH. THE ASCE 7-05 ONLY GO TO 170 MPH, 3 SECOND
 GUST.THE ASCE 7-10 WILL NOT TAKE EFFECT UNTIL MARCH
 15/2012 WHEN THE NEW 2010 FBC GOES INTO EFFECT. PLEASE
 ALSO NOTE THE BUILDING CATEGORY IS APPARENTLY A II
 SINCE THE IMPORTANCE FACTOR IS ONLY FIGURED TO BE 1.0.
 THIS BUILDING IS TO BE CONSIDERED THE EOC FOR THE CITY
 . PLEASE REVIEW ASCE 7-05 TABLE 1-1, THE BUILDING
 CATEGORY SHOULD BE A BUILDING CATEGORY IV WITH A
 IMPORTANCE FACTOR OF 1.15. FIRE, RESCUE, DESIGNATED
 EMERGENCY PREPAREDNESS COMMUNICATIONS OPERATIONS
 CENTERS THAT ARE TO BE DESIGNED AS ESSENTIAL
 FACILITIES.
  
 2B) PLEASE ALSO PROVIDE THE MEAN ROOF HEIGHT FOR THE
 NEW STRUCTURE.
 HEIGHT, BUILDING. THE VERTICAL DISTANCE FROM GRADE
 PLANE TO THE AVERAGE HEIGHT OF THE HIGHEST ROOF
 SURFACE. 502.1. THIS WILL DETERMINE WHICH MULTIPLIERS
 TO BE USED IN CONSIDERING PRESSURES.
  
 3) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING& FAC
 RULE 9B-72, PLEASE PROVIDE 2 COPIES OF PRODUCT TESTING
 REPORTS, MISSING REPORTS ARE AS FOLLOWS:
 3A) FIXED GLAZING, STOREFRONT
 3B) OPERABLE GLAZING UNITS
 3C) MULLIONS, HORIZONTAL AND VERTICAL
 3D) GLASS BLOCK
 3E) EXTERIOR GLAZED SWING DOORS
 3F) EXTERIOR INSULATED METAL SWING DOORS
 3G) BI-FOLD APPARATUS BAY DOORS/ WITH TRANSOM
 3H) EXTERIOR ROOF WALL ACCESS DOOR/ FRAME (H)
 3I) DOUBLE ACCESS PANEL ROOF HATCH, INSULATED -182.6.
 3J) WALL LOUVERS
 3K) A/C ROOF TOP A/C STANDS
 3L) ROOF ASSEMBLIES FLAT ROOF INCLUSIVE OF ROOF TOP
 INSULATION.
 3M) ROOF ASSEMBLIES SLOPED ROOF, METAL ROOF SYSTEMS
 -266.9 ZONE 3 AND -372.5 ROOF OVERHANGS WITHIN ZONE# 3.
 3N) BAHAMA SHUTTERS WITH PRODUCT APPROVAL FOR CLOSED
 POSITION AND ENGINEERING ANALYSIS FOR SHUTTERS WHEN
 LEFT IN THE OPEN POSITION IN THE CASE OF A HIGH WIND
 EVENT.
 3O) ROOFTOP EXHAUST FANS
  
 4) PLEASE THE CONTRACTOR DOES HAVE THE OPTION TO SUBMIT
 THESE PRODUCT APPROVALS AT A LATER DATE (AFTER PERMIT
 ISSUANCE), TO DO SO WILL BE CONSIDERED A REVISION ( FOR
 EACH APPROVAL) AND REQUIRE ADDITIONAL FEES AND REVIEWS.
 106.3.5.1.1(8) STRUCTURAL REQUIREMENTS SHALL INCLUDE
 BUILDING ENVELOPE.
  
 5) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
 REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 6) PLEASE NOTE, 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.
 ASTM E 1996 REQUIREMENTS DO HAVE A MORE RESTRICTIVE
 REQUIREMENT FOR LARGE MISSILE IMPACT TESTING
 REQUIREMENT FOR ESSENTIAL FACILITIES OF IMPACT SPEED OF
 80 FPS WITH A 9.0 LB 2X4 MISSILE.
  
 7)SHEET M-1.03, ALL ROOF TOP EQUIPMENT SHALL PROVIDE
 DOCUMENTATION HOW THE EXTERIOR CABINET OR ENVELOPE OF
 APPLIANCE MEETS THE WIND LOAD REQUIREMENTS OF 1609.
 WIND RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND
 SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND
 INSTALLED TO RESIST WIND PRESSURES ON THE EQUIPMENT AND
 THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE
 FLORIDA BUILDING CODE, BUILDING. 301.12 FBC MECHANICAL/
 2007
  
 8) SHEET A-4.01 NOTES FOR THE ROOFING ASSEMBLIES, NOTE
 601 INDICATES ROOF SHEATHING REFER TO STRUCTURALS,
 NEITHER SHEET S01 STEEL DECK NOR STEEL JOIST PROVIDE
 THE TYPE OF ROOF SHEATHNG TO BE USED ON THE GALVANIZED
 DECKING. S31 NOTES FOR ROOF DECKING ALSO FAIL TO
 PROVIDE THE TYPE OF ROOF SHEATHING AND OR WALL
 SHEATHING TO BE INSTALLED.THIS IS A TYPE IIB BUILDING,
 NON-COMBUSTIBLE SHEATHING TO BE INSTALLED.
  
 9) SHEET A-4.01 NOTE 908 INDICATES THE USE OF A
 ALUMINUM ACCESS FLOOR SYSTEM, 24"X24" PANELS, 12 INCH
 HIGH PEDESTALS. PLEASE PROVIDE MANUFACTURERS SPEC SHEET
 FOR THIS PRODUCT AND ALLOWABLE LIVE LOADS TABLE 1607.1,
 COMPUTER ROOMS SHALL BE DESIGNED FOR HEAVIER LOADS
 BASED ON THE ANTICIPATED OCCUPANCY. TYPE OF MATERIALS
 THIS PRODUCT IS MANUFACTURED 805.1. THE COMMAND CENTER
 INDICATES THE USE OFTHIS PRODUCT PLEASE PROVIDE WALL
 DETAIL BETWEEN THE COMMAND CENTER AND R-2 ADJACENT
 OCCUPANCY.
  
 10) SHEET A-4.11 DETAIL#1 & 3A INDICATES THE USE OF
 STONE VENEER, PLEASE PROVIDE ATTACHMENT METHODS.
 1405.5 ANCHORED MASONRY VENEER. ANCHORED MASONRY VENEER
 SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 1405.5,
 1405.6, 1405.7 AND 1405.8 AND SECTIONS 6.1 AND 6.2 OF
 ACI 530/ASCE 5/TMS 402.
  
 11)3) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING& FAC
 RULE 9B-72, PLEASE PROVIDE 2 COPIES OF PRODUCT TESTING
 REPORTS, MISSING REPORTS ARE AS FOLLOWS:
 3A) FIXED GLAZING, STOREFRONT
 3B) OPERABLE GLAZING UNITS
 3C) MULLIONS, HORIZONTAL AND VERTICAL
 3D) GLASS BLOCK
 3E) EXTERIOR GLAZED SWING DOORS
 3F) EXTERIOR INSULATED METAL SWING DOORS
 3G) BI-FOLD APPARATUS BAY DOORS/ WITH TRANSOM
 3H) EXTERIOR ROOF WALL ACCESS DOOR/ FRAME (H)
 3I) DOUBLE ACCESS PANEL ROOF HATCH, INSULATED -182.6.
 3J) WALL LOUVERS
 3K) A/C ROOF TOP A/C STANDS
 3L) ROOF ASSEMBLIES FLAT ROOF INCLUSIVE OF ROOF TOP
 INSULATION.
 3M) ROOF ASSEMBLIES SLOPED ROOF, METAL ROOF SYSTEMS
 -266.9 ZONE 3 AND -372.5 ROOF OVERHANGS WITHIN ZONE# 3.
 3N) BAHAMA SHUTTERS WITH PRODUCT APPROVAL FOR CLOSED
 POSITION AND ENGINEERING ANALYSIS FOR SHUTTERS WHEN
 LEFT IN THE OPEN POSITION IN THE CASE OF A HIGH WIND
 EVENT.
 3O) ROOFTOP EXHAUST FA
  
 EXCEPTION: VENEER SUPPORTED BY A SHELF, ANGLE OR LINTEL
 SECURED TO THE FOUNDATION SIDEWALL IN ACCORDANCE WITH
 ACI 530/ASCE 5/TMS 402, PROVIDED AT LEAST A 6-INCH (152
 MM) CLEAR INSPECTION SPACE OF THE FOUNDATION SIDEWALL
 EXTERIOR EXIST BETWEEN THE VENEER AND THE TOP OF ANY
 SOIL, SOD, MULCH OR OTHER ORGANIC LANDSCAPING
 COMPONENT, DECK, APRON, PORCH, WALK OR ANY OTHER WORK
 IMMEDIATELY ADJACENT TO OR ADJOINING THE STRUCTURE.
  
 12) COMPLIED.
  
 13) LS1 THE PLANS INDICATE STORAGE ROOMS 1.18 & 2.03
 BOTH TO BE STORAGE ROOMS THE PLANS DO NOT PROVIDE ANY
 WALL TYPE DESIGNATION FOR THE RESISTING OF SMOKE.SEE
 SECTION 508.2.2.1 & TABLE 508.2.
  
 14) LS1 THE PLANS ALSO INDICATES THE ELEVATOR ENTRY IN
 THE LOBBY DIRECTLY ACROSS FROM THE STAIR TOWER 3.51
 WHICH EMPTIES INTO THE LOBBY WHICH IS A CONTINUATION OF
 THE STAIRWAY.
 FBC-B 1020.1.1 ELEVATORS SHALL NOT OPEN INTO AN EXIT
 ENCLOSURE. WHERE INTERIOR EXIT ENCLOSURES ARE EXTENDED
 TO THE EXTERIOR OF A BUILDING BY AN EXIT PASSAGEWAY,
 THE DOOR ASSEMBLY FROM THE EXIT ENCLOSURE TO THE EXIT
 PASSAGEWAY SHALL BE PROTECTED BY A FIRE DOOR ASSEMBLY
 CONFORMING TO THE REQUIREMENTS IN SECTION 715.4. FIRE
 DOOR ASSEMBLIES IN EXIT ENCLOSURES SHALL COMPLY WITH
 SECTION 715.4.4. IF THIS EXIT IS PART OF AN EXIT
 PASSAGE WAY NO FURNITURE CAN BE IN THIS AREA. FBC
 1021.1.
  
 15) LS 2 ROOM # 3.11, 3.14.3.15 & 3.61ARE SLEEPING
 ROOMS BUT NO OCCUPANCY SEPERATION WALLS THE TOTAL
 SQUARE FT FOR THESE ROOMS IS 1172 WHICH IS OVER THE 10%
 OF 10,213 SQ FT LISTED ON LS-2. PLEASE SEE FBC-B TABLE
 508.3.3. 2007 FBC-B CODE COMMENTARY LIST FIRE STATION
 SLEEPING ROOMS AS DORMATORIES. IN BOTH CASES LS1 & LS2
 BOTH FLOORS WILL NEED TO SHOW FIRE RATED CORRIDORS IN
 ACCORDANCE WITH FBC-B TABLE 1017.1 AND FIRE RATED DOORS
 THROUGH INTERVENING ROOMS AND CORRIDORS IN ACCORDANCE
 WITH FBC-B TABLE 715.4-DOORS AND 715.5-WINDOWS.
  
 16) LS-2 THE MECHANICAL ROOM # 3.24 IS MISSING A PAIR
 OF EXTERIOR DOUBLE DOORS, DO THEY LEED ONTO THE ROOF
 DECK? FBC-B 1609.
  
 17) (A)SHEET A-1.01, A-1.02 & A1.03 BOTH INDICATE WALL
 TAG TYPES, PLANS INDICATE A WALL TAG TYPE S5 NO FIRE
 RATING IN LOCATIONS OF RESTROOMS WHERE THESE ROOMS
 REQUIRE A FIRE RATING BETWEEN OCCUPANCIES, AND OR FIRE
 RATED CORRIDORS. PLEASE UPDATE WALL TYPE TAGS FOR
 IDENTIFICATION FOR FIRE RATED WALLS, SMOKE RATED WALLS.
 PLEASE USE UL, GYPSUM OR OTHER NATIONALLY APPROVED
 SYSTEM. 106.3.5.1.1(4), TABLE508.3.3.4 AND 708.1.
  
  
 18)(A) SHEET A6.01 WILL NEED TO BE UPDATED ONCE THE
 WALL SCHEDULE IS UPDATED TO SHOW ALL RATED WALLS AND
 PENETRATIONS FBC-B TABLE 715.4.
  
 18)(B) SHEET A1.01 INDICATES A CORRIDOR 1.02 WHICH
 LEADS OUT INTO THE FIRE BAYS THERE IS ONLY 1'-5"
 BETWEEN THE WALL AND DOORS WHEN IN THE OPEN POSITION.
  
 19) LS-2 NOR A-1.2 INDICATE THE USAGE OF THE MEZZANINE
 THE FORMER PERMIT 10030034 SHEET A-1.02 INDICATED THIS
 TO BE A TRAINING AREA.
 L.S. 2 MEZZANINE AREA, PLANS INDICATE THIS TO BE A
 TRAINING AREA 869/15= 58 OCCUPANTS,
 TABLE 1015.1 REQUIRES 2 EXITS.
  
 20) L. S. 2 MEZZANINE LEVEL DOES NOT SHOW VERTICAL
 ACCESSIBILITY REQUIREMENTS 11-4.1.3(5).
 11-1.3 THIS CODE ESTABLISHES STANDARDS FOR
 ACCESSIBILITY TO PLACES OF PUBLIC ACCOMMODATION AND
 COMMERCIAL FACILITIES BY INDIVIDUALS WITH DISABILITIES.
 THIS CODE SHALL ALSO APPLY: TO STATE AND LOCAL
 GOVERNMENT FACILITIES PURSUANT TO SECTION 553.503,
 FLORIDA STATUTES;
 CHAPTER 11
 REQUEST FOR WAIVER FROM ACCESSIBILITY REQUIREMENTS
 CHAPTER 553,
 PART V, FLORIDA STATUTES AUGUST 1999
 PART C THIS APPLICATION IS AVAILABLE IN ELECTRONIC
 FORMAT AT:
 HTTP://WWW.DCA.STATE.FL.US/FHCD/FBC/ACCESS_WAIVER/WAIVE
 RAP.HTM.
  
 21) A-6.01/ A-7.01 & A-4.11 THE MAIN LOBBY IS TO BE
 CONSIDERED A 2 STORY ATRIUM, THE GLAZING WITHIN THIS
 AREA STORE FRONT FIRST FLOOR AND SECOND FLOOR WILL NEED
 TO MEET THE REQUIREMENTS FOR A 1 HOUR RATED WALL.
 A-7.01 WINDOW SCHEDULE DOES NOT INDICATE ANY FIRE RATED
 WINDOWS. PLEASE ALSO REVIEW EXCEPTION UNDER 404.5 FOR
 WATER CURTAIN. NOTE THERE CAN BE NO INTERMEDIATE
 HORIZONTAL MULLIONS WITH USE OF WATER CURTAIN. SHEET
 A-1.02 DOES HAVE A CUT SECTION THROUGH THE LOBBY DETAIL
 2/A4.11 WHICH IS FOR THE EXTERIOR WALL?
  
 22) PLEASE PROVIDE COMPLIANCE WITH: FL S 255.2575
 ENERGY-EFFICIENT & SUSTAINABLE BUILDINGS. PLANS THAT
 ARE COMMENCED AFTER JULY1, 2008 SHALL BE CONSTRUCTED TO
 MEET THE UNITED STATES GREEN BUILDING COUNCIL (USGBC),
 LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN (LEED)
 RATING SYSTEM, THE GREEN BUILDING INITIATIVE'S GREEN
 GLOBAL RATING SYSTEM, THE FLORIDA GREEN BUILDING
 COALITION STANDARDS, OR A NATIONALLY RECOGNIZED, HIGH
 PERFORMANCE GREEN BUILDING RATING SYSTEM AS APPROVED BY
 THE DEPARTMENT OF MANAGEMENT SERVICES.
  
 23) 08/02/2012 CITY WILL NOT REQUIRE RESIDENT INSPECTOR
 FOR THIS PROJECT WE WILL DO OUR OWN INSPECTIONS. JW.
 WEST PALM BEACH ADMINISTRATIVE CODE 109.3.7 BUILDINGS
 REQUIRING SPECIAL ONSITE INSPECTORS:
 1) TYPE I OR TYPE II CONSTRUCTION
 5) BUILDINGS WITH AREAS GREATER THAN 20,000 SQ FT
  
 DID NOT SUBMIT!!!!!!!!!!!!!!!!!!!!!!!!!
 INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY.
 A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, 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.
  
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2011-12-09 Cont ID  
Sent By jwitmer Date 2011-12-09 Time 09:53 Rev Time 3.50
Received By jwitmer Date 2011-12-06 Time 09:38 Sent To  
Notes
2011-12-06 16:55:02BUILDING PLAN REVIEW
 PERMIT:11120073
 ADD: 700 N CONGRESS
 CONT: TO BE DETERMINED
 CONTACT: JEFF HALVERSON
 TEL: (561)644-7416
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
  
 ARCHITECT: REG RICK GONZALEZ
 TEL: 659-2383
 STRUCTURAL ENGINEER: ANDREW MORGAN P. E.
 TEL: 881-8999
  
 1ST REVIEW PLANS DATED 11/09/11
  
 ACTION: DENIED
  
 1) 106.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS:
 1A)106.3.5.(1) ENERGY CALCULATIONS- MECHANICAL
  
 1B) 106.3.5(8) STRUCTURAL REQUIREMENTS SHALL INCLUDE,
 SOIL CONDITIONS/ANALYSIS
  
 1C) 106.3.5(11). INTERIOR REQUIREMENTS SHALL INCLUDE
 THE FOLLOWING:
 INTERIOR FINISHES (FLAME SPREAD/SMOKE DEVELOPMENT)
 LIGHT AND VENTILATION
 SANITATION
  
 1D) 12. SPECIAL SYSTEMS: LIFTS- DUMBWAITERS
  
 1E) SHEET S-01 FOUNDATION NOTE# 1 REQUIRES A FOUNDATION
 REPORT.
 1802.2.1 QUESTIONABLE SOIL. WHERE THE CLASSIFICATION,
 STRENGTH OR COMPRESSIBILITY OF THE SOIL ARE IN DOUBT OR
 WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED
 IN THIS CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL
 REQUIRE THAT THE NECESSARY INVESTIGATION BE MADE. SUCH
 INVESTIGATION SHALL COMPLY WITH THE PROVISIONS OF
 SECTIONS 1802.4 THROUGH 1802.6.
  
 2) S-02 WIND DESIGN CRITERIA:
 2A) THE STRUCTURAL PLANS S02 INDICATE A DESIGN TO 195
 MPH. THE ASCE 7-05 ONLY GO TO 170 MPH, 3 SECOND
 GUST.THE ASCE 7-10 WILL NOT TAKE EFFECT UNTIL MARCH
 15/2012 WHEN THE NEW 2010 FBC GOES INTO EFFECT. PLEASE
 ALSO NOTE THE BUILDING CATEGORY IS APPARENTLY A II
 SINCE THE IMPORTANCE FACTOR IS ONLY FIGURED TO BE 1.0.
 THIS BUILDING IS TO BE CONSIDERED THE EOC FOR THE CITY
 . PLEASE REVIEW ASCE 7-05 TABLE 1-1, THE BUILDING
 CATEGORY SHOULD BE A BUILDING CATEGORY IV WITH A
 IMPORTANCE FACTOR OF 1.15. FIRE, RESCUE, DESIGNATED
 EMERGENCY PREPAREDNESS COMMUNICATIONS OPERATIONS
 CENTERS THAT ARE TO BE DESIGNED AS ESSENTIAL
 FACILITIES.
  
 2C) PLEASE ALSO PROVIDE THE MEAN ROOF HEIGHT FOR THE
 NEW STRUCTURE.
 HEIGHT, BUILDING. THE VERTICAL DISTANCE FROM GRADE
 PLANE TO THE AVERAGE HEIGHT OF THE HIGHEST ROOF
 SURFACE. 502.1. THIS WILL DETERMINE WHICH MULTIPLIERS
 TO BE USED IN CONSIDERING PRESSURES.
  
 3) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING& FAC
 RULE 9B-72, PLEASE PROVIDE 2 COPIES OF PRODUCT TESTING
 REPORTS, MISSING REPORTS ARE AS FOLLOWS:
 3A) FIXED GLAZING, STOREFRONT
 3B) OPERABLE GLAZING UNITS
 3C) MULLIONS, HORIZONTAL AND VERTICAL
 3D) GLASS BLOCK
 3E) EXTERIOR GLAZED SWING DOORS
 3F) EXTERIOR INSULATED METAL SWING DOORS
 3G) BI-FOLD APPARATUS BAY DOORS/ WITH TRANSOM
 3H) EXTERIOR ROOF WALL ACCESS DOOR/ FRAME (H)
 3I) DOUBLE ACCESS PANEL ROOF HATCH, INSULATED -182.6.
 3J) WALL LOUVERS
 3K) A/C ROOF TOP A/C STANDS
 3L) ROOF ASSEMBLIES FLAT ROOF INCLUSIVE OF ROOF TOP
 INSULATION.
 3M) ROOF ASSEMBLIES SLOPED ROOF, METAL ROOF SYSTEMS
 -266.9 ZONE 3 AND -372.5 ROOF OVERHANGS WITHIN ZONE# 3.
 3N) BAHAMA SHUTTERS WITH PRODUCT APPROVAL FOR CLOSED
 POSITION AND ENGINEERING ANALYSIS FOR SHUTTERS WHEN
 LEFT IN THE OPEN POSITION IN THE CASE OF A HIGH WIND
 EVENT.
 3O) ROOFTOP EXHAUST FANS
  
 4) PLEASE THE CONTRACTOR DOES HAVE THE OPTION TO SUBMIT
 THESE PRODUCT APPROVALS AT A LATER DATE (AFTER PERMIT
 ISSUANCE), TO DO SO WILL BE CONSIDERED A REVISION ( FOR
 EACH APPROVAL) AND REQUIRE ADDITIONAL FEES AND REVIEWS.
 106.3.5.1.1(8) STRUCTURAL REQUIREMENTS SHALL INCLUDE
 BUILDING ENVELOPE.
  
 5) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
 REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 6) PLEASE NOTE, 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.
 ASTM E 1996 REQUIREMENTS DO HAVE A MORE RESTRICTIVE
 REQUIREMENT FOR LARGE MISSILE IMPACT TESTING
 REQUIREMENT FOR ESSENTIAL FACILITIES OF IMPACT SPEED OF
 80 FPS WITH A 9.0 LB 2X4 MISSILE.
  
 7)SHEET M-1.03, ALL ROOF TOP EQUIPMENT SHALL PROVIDE
 DOCUMENTATION HOW THE EXTERIOR CABINET OR ENVELOPE OF
 APPLIANCE MEETS THE WIND LOAD REQUIREMENTS OF 1609.
 WIND RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND
 SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND
 INSTALLED TO RESIST WIND PRESSURES ON THE EQUIPMENT AND
 THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE
 FLORIDA BUILDING CODE, BUILDING. 301.12 FBC MECHANICAL/
 2007
  
 8) SHEET A-4.01 NOTES FOR THE ROOFING ASSEMBLIES, NOTE
 601 INDICATES ROOF SHEATHING REFER TO STRUCTURALS,
 NEITHER SHEET S01 STEEL DECK NOR STEEL JOIST PROVIDE
 THE TYPE OF ROOF SHEATHNG TO BE USED ON THE GALVANIZED
 DECKING. S31 NOTES FOR ROOF DECKING ALSO FAIL TO
 PROVIDE THE TYPE OF ROOF SHEATHING TO BE INSTALLED.
  
 9) SHEET A-4.01 NOTE 908 INDICATES THE USE OF A
 ALUMINUM ACCESS FLOOR SYSTEM, 24"X24" PANELS, 12 INCH
 HIGH PEDESTALS. PLEASE PROVIDE MANUFACTURERS SPEC SHEET
 FOR THIS PRODUCT AND ALLOWABLE LIVE LOADS TABLE 1607.1,
 COMPUTER ROOMS SHALL BE DESIGNED FOR HEAVIER LOADS
 BASED ON THE ANTICIPATED OCCUPANCY. TYPE OF MATERIALS
 THIS PRODUCT IS MANUFACTURED 805.1. THE COMMAND CENTER
 INDICATES THE USE OFTHIS PRODUCT PLEASE PROVIDE WALL
 DETAIL BETWEEN THE COMMAND CENTER AND R-2 ADJACENT
 OCCUPANCY.
  
 10) SHEET A-4.11 DETAIL#1 & 3A INDICATES THE USE OF
 STONE VENEER, PLEASE PROVIDE ATTACHMENT METHODS.
 1405.5 ANCHORED MASONRY VENEER. ANCHORED MASONRY VENEER
 SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 1405.5,
 1405.6, 1405.7 AND 1405.8 AND SECTIONS 6.1 AND 6.2 OF
 ACI 530/ASCE 5/TMS 402.
  
 11) SHEET A-4.11 STONE VENEER MISSING THE CONCRETE
 BEARING EDGE. 2114.2 CONCRETE BEARING LEDGE. BRICK,
 STONE OR OTHER VENEER SHALL BE SUPPORTED BY A
 CONCRETE-BEARING LEDGE AT LEAST EQUAL TO THE TOTAL
 THICKNESS OF THE BRICK, STONE OR OTHER VENEER, WHICH IS
 POURED INTEGRALLY WITH THE CONCRETE FOUNDATION. NO
 SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL
 CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT
 SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE
 IS AN APPROVED PHYSICAL BARRIER. AN APPROVED PHYSICAL
 BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL
 SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED
 IN A MORTAR JOINT. IF MASONRY VENEER EXTENDS BELOW
 GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED
 TO THE CAVITY CREATED BETWEEN THE VENEER AND THE
 FOUNDATION, IN LIEU OF A PHYSICAL BARRIER.
  
 EXCEPTION: VENEER SUPPORTED BY A SHELF, ANGLE OR LINTEL
 SECURED TO THE FOUNDATION SIDEWALL IN ACCORDANCE WITH
 ACI 530/ASCE 5/TMS 402, PROVIDED AT LEAST A 6-INCH (152
 MM) CLEAR INSPECTION SPACE OF THE FOUNDATION SIDEWALL
 EXTERIOR EXIST BETWEEN THE VENEER AND THE TOP OF ANY
 SOIL, SOD, MULCH OR OTHER ORGANIC LANDSCAPING
 COMPONENT, DECK, APRON, PORCH, WALK OR ANY OTHER WORK
 IMMEDIATELY ADJACENT TO OR ADJOINING THE STRUCTURE.
  
 12) A-4.11 DETAIL# 2 NOTE 704 INDICATES THE
 INSTALLATION OF RIGID INSULATION BOARD; PLEASE NOTE THE
 REQUIREMENTS IN 2603.4 THERMAL BARRIERS. EXCEPT AS
 PROVIDED FOR IN SECTIONS 2603.4.1 AND 2603.9, FOAM
 PLASTIC SHALL BE SEPARATED FROM THE INTERIOR OF A
 BUILDING BY AN APPROVED THERMAL BARRIER OF 0.5-INCH
 (12.7 MM) GYPSUM WALLBOARD OR EQUIVALENT THERMAL
 BARRIER MATERIAL THAT WILL LIMIT THE AVERAGE
 TEMPERATURE RISE OF THE UNEXPOSED SURFACE TO NOT MORE
 THAN 250??F (120??C) AFTER 15 MINUTES OF FIRE EXPOSURE,
 COMPLYING WITH THE STANDARD TIME-TEMPERATURE CURVE OF
 ASTM E 119. THE THERMAL BARRIER SHALL BE INSTALLED IN
 SUCH A MANNER THAT IT WILL REMAIN IN PLACE FOR 15
 MINUTES BASED ON FM 4880, UL 1040, NFPA 286 OR UL 1715.
 COMBUSTIBLE CONCEALED SPACES SHALL COMPLY WITH SECTION
 717.
  
 NOTE BOTH THE FIRST FLOOR AND SECOND FLOOR INDICATE THE
 USE OF SUSPENDED ACOUSTICAL CEILING, PLEASE PROVIDE
 RATING AND CLIP SYSTEM FOR RATING THE CEILING TILE.
  
 PLEASE ALSO BE AWARE OF MECHANICAL 602.2.1.5.1 PLENUM
 RETURNS. FOAM PLASTIC INSULATION SHALL BE SEPARATED
 FROM THE PLENUM BY A THERMAL BARRIER COMPLYING WITH
 SECTION 2603.9 OF THE FBC-BUILDING.
  
 13) LS1 THE PLANS INDICATE STORAGE ROOMS 1.18 & 2.03
 BOTH TO BE STORAGE ROOMS THE PLANS DO NOT PROVIDE ANY
 WALL TYPE DESIGNATION FOR THE RESISTING OF SMOKE.SEE
 SECTION 508.2.2.1 & TABLE 508.2.
  
 14) LS1 THE PLANS ALSO INDICATES THE ELEVATOR ENTRY IN
 THE LOBBY DIRECTLY ACROSS FROM THE STAIR TOWER 3.51
 WHICH EMPTIES INTO THE LOBBY WHICH IS A CONTINUATION OF
 THE STAIRWAY.
 FBC-B 1020.1.1 ELEVATORS SHALL NOT OPEN INTO AN EXIT
 ENCLOSURE. WHERE INTERIOR EXIT ENCLOSURES ARE EXTENDED
 TO THE EXTERIOR OF A BUILDING BY AN EXIT PASSAGEWAY,
 THE DOOR ASSEMBLY FROM THE EXIT ENCLOSURE TO THE EXIT
 PASSAGEWAY SHALL BE PROTECTED BY A FIRE DOOR ASSEMBLY
 CONFORMING TO THE REQUIREMENTS IN SECTION 715.4. FIRE
 DOOR ASSEMBLIES IN EXIT ENCLOSURES SHALL COMPLY WITH
 SECTION 715.4.4. IF THIS EXIT IS PART OF AN EXIT
 PASSAGE WAY NO FURNITURE CAN BE IN THIS AREA. FBC
 1021.1.
  
 15) LS 2 ROOM # 3.11, 3.14.3.15 & 3.61ARE SLEEPING
 ROOMS BUT NO OCCUPANCY SEPERATION WALLS THE TOTAL
 SQUARE FT FOR THESE ROOMS IS 1172 WHICH IS OVER THE 10%
 OF 10,213 SQ FT
 LISTED ON LS-2. PLEASE SEE FBC-B TABLE 508.3.3.
  
 16) LS-2 THE MECHANICAL ROOM # 3.24 IS MISSING A PAIR
 OF EXTERIOR DOUBLE DOORS, DO THEY LEED ONTO THE ROOF
 DECK? FBC-B 1609.
  
 17) SHEET A-1.01, A-1.02 & A1.03 BOTH INDICATE S1 & S2
 WALL TAG TYPES, PLANS FAIL TO INCLUDE A DETAIL SHEET
 INDICATING TYPES OF WALL CONSTRUCTION. PLEASE PROVIDE
 WALL TYPE TAGS FOR IDENTIFICATION FOR FIRE RATED WALLS,
 SMOKE RATED WALLS AND INTERIOR NON RATED WALLS.
 PLEASE USE UL, GYPSUM OR OTHER NATIONALLY APPROVED
 SYSTEM. 106.3.5.1.1(4), TABLE508.3.3.4 AND 708.1.
  
 18) SHEET A6.01 WILL NEED TO BE UPDATED ONCE THE WALL
 SCHEDULE IS UPDATED TO SHOW ALL RATED WALLS AND
 PENETRATIONS FBC-B TABLE 715.4.
  
 19) LS-2 NOR A-1.2 INDICATE THE USAGE OF THE MEZZANINE
 THE FORMER PERMIT 10030034 SHEET A-1.02 INDICATED THIS
 TO BE A TRAINING AREA.
 L.S. 2 MEZZANINE AREA, PLANS INDICATE THIS TO BE A
 TRAINING AREA 869/15= 58 OCCUPANTS,
 TABLE 1015.1 REQUIRES 2 EXITS.
 20) L. S. 2 MEZZANINE LEVEL DOES NOT SHOW VERTICAL
 ACCESSIBILITY REQUIREMENTS 11-4.1.3(5).
 11-1.3 THIS CODE ESTABLISHES STANDARDS FOR
 ACCESSIBILITY TO PLACES OF PUBLIC ACCOMMODATION AND
 COMMERCIAL FACILITIES BY INDIVIDUALS WITH DISABILITIES.
 THIS CODE SHALL ALSO APPLY: TO STATE AND LOCAL
 GOVERNMENT FACILITIES PURSUANT TO SECTION 553.503,
 FLORIDA STATUTES;
 CHAPTER 11
 REQUEST FOR WAIVER FROM ACCESSIBILITY REQUIREMENTS
 CHAPTER 553,
 PART V, FLORIDA STATUTES AUGUST 1999
 PART C THIS APPLICATION IS AVAILABLE IN ELECTRONIC
 FORMAT AT:
 HTTP://WWW.DCA.STATE.FL.US/FHCD/FBC/ACCESS_WAIVER/WAIVE
 RAP.HTM.
  
 21) A-6.01/ A-7.01 & A-4.11 THE MAIN LOBBY IS TO BE
 CONSIDERED A 2 STORY ATRIUM, THE GLAZING WITHIN THIS
 AREA STORE FRONT FIRST FLOOR AND SECOND FLOOR WILL NEED
 TO MEET THE REQUIREMENTS FOR A 1 HOUR RATED WALL.
 A-7.01 WINDOW SCHEDULE DOES NOT INDICATE ANY FIRE RATED
 WINDOWS. PLEASE ALSO REVIEW EXCEPTION UNDER 404.5 FOR
 WATER CURTAIN. NOTE THERE CAN BE NO INTERMEDIATE
 HORIZONTAL MULLIONS WITH USE OF WATER CURTAIN. SHEET
 A-1.02 DOES HAVE A CUT SECTION THROUGH THE LOBBY DETAIL
 2/A4.11 WHICH IS FOR THE EXTERIOR WALL?
  
 22) PLEASE PROVIDE COMPLIANCE WITH: FL S 255.2575
 ENERGY-EFFICIENT & SUSTAINABLE BUILDINGS. PLANS THAT
 ARE COMMENCED AFTER JULY1, 2008 SHALL BE CONSTRUCTED TO
 MEET THE UNITED STATES GREEN BUILDING COUNCIL (USGBC),
 LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN (LEED)
 RATING SYSTEM, THE GREEN BUILDING INITIATIVE'S GREEN
 GLOBAL RATING SYSTEM, THE FLORIDA GREEN BUILDING
 COALITION STANDARDS, OR A NATIONALLY RECOGNIZED, HIGH
 PERFORMANCE GREEN BUILDING RATING SYSTEM AS APPROVED BY
 THE DEPARTMENT OF MANAGEMENT SERVICES.
  
 23) WEST PALM BEACH ADMINISTRATIVE CODE 109.3.7
 BUILDINGS REQUIRING SPECIAL ONSITE INSPECTORS:
 1) TYPE I OR TYPE II CONSTRUCTION
 5) BUILDINGS WITH AREAS GREATER THAN 20,000 SQ FT
  
 INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY.
 A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, 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.
  
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
Review Stop E ELECTRICAL
Rev No 5 Status P Date 2013-07-01 Cont ID  
Sent By dharvey Date 2013-07-01 Time 15:03 Rev Time 0.00
Received By dharvey Date 2013-07-01 Time 14:09 Sent To  
Notes
2013-07-01 15:03:56BY RL
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2013-06-24 Cont ID  
Sent By dharvey Date 2013-06-24 Time 13:31 Rev Time 0.00
Received By dharvey Date 2013-06-21 Time 12:32 Sent To  
Notes
2013-06-24 13:33:4311120073
 700 N. CONGRESS
 NEW FIRE STATION
  
 PLEASE REVISE THE PLANS IN RESPONSE TO THE FOLLOWING
 REVIEW COMMENTS.
  
 SHEET E-0.01
 INDICATE THE CLASSIFICATIONS OF THE FACILITY UNDER THE
 2008 NATIONAL ELECTRIC CODE REQUIREMENTS FOR CRITICAL
 OPERATIONS POWER SYSTEMS (COPS). NEC ARTICLE 708
  
 SHEET E-0.03
 ELECTRICAL CIRCUITS AND LIGHTING POLES HAVE NOT BEEN
 SPECIFIED FOR THE SITE LIGHTING. PROVIDE SIGNED AND
 SEALED WIND LOADING CERTIFICATION FOR THE LIGHT POLE
 ASSEMBLY WITH FIXTURES. THIS MAY BE ACCOMPLISHED UNDER
 A SEPERATE PERMIT. 2010 FBC 1609.1., ASCE 7-10
  
 SHEET E-0.04
 VERIFY THE GENERATOR SERVICE DISCONNECT IS SERVICE
 RATED AND IS GROUNDED FAULT PROTECTED (GFP) OR HAS A
 GFP INDICATOR. SEE NEC 701.17
  
 THE SECONDARY OC PROTECTION ON T-L1 APPEARS TO EXCEED
 THE MAXIMUM ALLOWABLE RATING. NEC 450.3(B)
  
 SHEET E-1.01
 ELECTRICAL CIRCUITS SERVING THE LIVING AND SLEEPING
 AREAS REQUIRE AFCI PROTECTION. NEC 210.12, 210.18
  
 IDENTIFY THE MINIMUM WIRING METHOD PROPOSED IN ALL
 CLASS 1 DIVISION 2 AREAS. NEC 501.10(B), 501.15(B)
  
 SHEET E-4.01
 THE ELECTRICAL PLAN IS UNCLEAR AS TO THE CLASSIFICATION
 OF THE IT ROOMS UNDER THE ELECTRIC CODE. NEC 645.4
  
 THE PLANS ARE UNCLEAR AS TO HOW THE IT ROOMS ARE TO BE
 VENTILATED. NEC 645.4, 480.9
  
 PROVIDE A LABELING SCHEDULE FOR THE SAFETY SIGNAGE
 REQUIRED FOR THE ELECTRICAL EQUIPMENT AND ELECTRICAL
 ROOMS. NEC 110.22, 110.16, 701.9
  
 NOTE: SEPARATE PERMITS ARE REQUIRED FOR THE LIGHTNING
 PROTECTION SYSTEM, SITE LIGHTING, AUDIO, SECURITY, SITE
 TRAILERS, GATES, DATA AND PHONES.
  
  
 ROBERT LECKY
 ELECTRIC PLANS EXAMINER
 561-805-6718
  
  
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2013-06-05 Cont ID  
Sent By dharvey Date 2013-06-05 Time 08:44 Rev Time 0.00
Received By dharvey Date 2013-06-05 Time 08:44 Sent To  
Notes
2013-06-05 08:47:126-5-13 - 3RD REVIEW
  
 ALL ITEMS ON THE INITIAL REVIEW WERE NOT INCLUDED WITH
 THE RECENT SUBMITTAL. ALSO, ANY REVISIONS MUST BE
 INSERTED IN THE ROLLED SET OF DRAWINGS.
 PLEASE MAKE THE NECESSARY CHANGES-
 VB
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2012-05-07 Cont ID  
Sent By rlecky Date 2012-05-07 Time 11:01 Rev Time 0.00
Received By rlecky Date 2012-05-07 Time 10:53 Sent To  
Notes
2012-05-07 11:01:41NO RESPONSE TO INITIAL REVIEW WAS INCLUDED WITH THIS
 SUBMITTAL. RL
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2012-01-03 Cont ID  
Sent By rlecky Date 2012-01-03 Time 11:17 Rev Time 0.00
Received By rlecky Date 2011-12-28 Time 16:34 Sent To  
Notes
2012-01-03 11:28:53THURSDAY, DECEMBER 29, 2011
  
 1120073
 700 N. CONGRESS
 NEW FIRE STATION
  
 VERIFY THE GENERATOR SERVICE DISCONNECT IS SERVICE
 RATED AND IS GROUNDED FAULT PROTECTED (GFP) OR HAS A
 GFP INDICATOR. SEE NEC 701.17
 THE ELECTRICAL PLAN IS UNCLEAR AS TO THE CLASSIFICATION
 OF THE IT ROOMS UNDER THE ELECTRIC CODE. NEC 645.4
 THE ELECTRICAL PLAN IS UNCLEAR AS TO THE CLASSIFICATION
 OF THE PREMISES WIRING UNDER THE ELECTRIC CODE FOR
 CRITICAL OPERATIONS POWER SYSTEMS (COPS). NEC 708
 THE PLANS ARE UNCLEAR AS TO HOW THE IT ROOMS ARE TO BE
 VENTILATED. NEC 645.4, 480.9
 PROVIDE A LABELING SCHEDULE FOR THE SAFETY SIGNAGE
 REQUIRED FOR THE ELECTRICAL EQUIPMENT AND ELECTRICAL
 ROOMS. NEC 110.22, 110.16, 701.9
 IDENTIFY THE MINIMUM WIRING METHOD PROPOSED IN ALL
 CLASS 1 DIVISION 2 AREAS. NEC 501.10(B), 501.15(B)
 ELECTRICAL CIRCUITS AND LIGHTING POLES HAVE NOT BEEN
 SPECIFIED FOR THE SITE LIGHTING.
 ELECTRICAL CIRCUITS SERVING LIVING AND SLEEPING AREAS
 REQUIRE AFCI PROTECTION. NEC 210.12, 210.8
  
 NOTE: SEPARATE PERMITS ARE REQUIRED FOR THE LIGHTNING
 PROTECTION SYSTEM, SITE LIGHTING, AUDIO, SECURITY, DATA
 AND PHONES.
  
 ROBERT LECKY
 COMMERCIAL COMBINATION PLANS EXAMINER
 [email protected]
 561-805-6718
  
Review Stop ENG ENGINEERING CSD
Rev No 5 Status P Date 2013-07-10 Cont ID  
Sent By Mgonzale Date 2013-07-10 Time   Rev Time 0.50
Received By mgonzale Date 2013-07-10 Time   Sent To B
Notes
2013-07-10 07:53:35PASSED
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2013-05-09 Cont ID  
Sent By Mgonzale Date 2013-05-09 Time   Rev Time 1.00
Received By mgonzale Date 2013-05-09 Time   Sent To I
Notes
2013-05-09 08:12:53PROVISO:
  
 ROW PERMIT WILL BE REQUIRED TO TAP WATERMAIN ON HANK
 AARON DRIVE..
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES AND PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2012-07-14 Cont ID  
Sent By mgonzale Date 2012-07-14 Time   Rev Time 0.00
Received By mgonzale Date 2012-07-14 Time   Sent To  
Notes
2012-07-14 13:01:53A SEPARATE SUBMITTAL MUST BE MADE TO:
 ENGINEERING SERVICES DEPARTMENT
 FOR ROW CONSTRUCTION
 401 CLEMATIS ST.
 WEST PALM BEACH, FL 33402
 (561) 494-1098
  
 COMMENTS APPLICABLE TO ON-SITE:
 #1 CISTERN TANK FILL MUST HAVE AN AIR GAP. PROVIDE
 DETAIL.
 #2 PROVIDE MEP DRAWINGS REFERENCED IN CIVIL AND
 MECHANICAL PLANS, THESE PLANS SHOULD PROVIDE DETAIL OF
 FUEL TANKS, DRAINAGE TANK, SANITARY TANKS, AND CORRECT
 PIPING LOCATIONS AND CLEARANCES.
 #3 MECHANICAL PLAN STILL SHOWS NOTES PLACED WHERE OLD
 BUILDING ORIENTATION OF ELEMENTS WHERE.
 #4 HANDICAP PARKING DETAIL IS MISSING SOME DIMENSIONS.
 #6 CHANGE COVER SHEET: DIRECTOR OF ENGINEERING IS
 DANIELLE E. SLATERPRYCE, P.E.
 DIRECTOR ENGINEERING SERVICES & PUBLIC WORKS (REMOVE
 MR. JONATHAN BRAMLEY)
 #7 CONCRETE EXPANSION JOINTS NEED TO BE NOTED ON PLANS
 FOR CONCRETE PARKING AREAS.
 #8 SITE WILL CONSIST OF ALL CONCRETE DRIVE AND PARKING
 AREAS. ON SHEET C6 ALL DETAILS IDENTIFY ASPHALT, REMOVE
 ALL DETAILS NOT REQUIRED.
 #9. TAPS FOR FIRE, DOMESTIC AND CISTERN BACK-UP
 (IRRGATION) MUST BE INDIVIDUALLY TAPPED OFF WATERMAIN
 ON HANK AARON DRIVE. HYDRANT ALSO. CONFIRM WITH FIRE
 DEPARTMENT TO SEE IF THEY DON'T NEED A PRIVATE HYDRANT
 ON-SITE. SOMETIMES THEY REQUIRE ONE FOR TRAINING
 PURPOSES.
 #10 GREASE SEPARATOR DOES NOT SHOW CONNECITON TO THE
 SEWER. SHOW ON CIVIL SHEET C10.
 #11 PROVIDE STRUCTURAL WALL DETAIL FOR WALL ALONG THE
 EAST PERIMETER OF THE PROPERTY.
  
  
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2012-01-23 Cont ID  
Sent By mgonzale Date 2012-01-23 Time   Rev Time 1.00
Received By mgonzale Date 2012-01-23 Time   Sent To  
Notes
2012-01-23 18:34:08A SEPARATE SUBMITTAL MUST BE MADE TO:
  
 ENGINEERING SERVICES DEPARTMENT
 ATTENTION: BRIAN MOREE, CONSTRUCTION SUPERVISOR
 401 CLEMATIS ST.
 WEST PALM BEACH, FL 33402
 (561) 494-1098
  
  
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2013-07-09 Cont ID  
Sent By wjolin Date 2013-07-09 Time 16:51 Rev Time 0.00
Received By wjolin Date 2013-07-09 Time 10:30 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2013-06-18 Cont ID  
Sent By mcarsill Date 2013-06-18 Time 07:40 Rev Time 0.00
Received By mcarsill Date 2013-06-18 Time 07:35 Sent To  
Notes
2013-06-18 07:40:01FIRE STATION # 5 AND CITY OF WEST PALM BEACH EMERGENCY
 OPERATIONS CENTER
 700 NORTH CONGRESS AVENUE
 PERMIT # 11120073
  
 CORRESPONDENCE FROM REG ARCHITECTS, INC., DATED MAY 31,
 2013 APPEARS TO SATSFY COMMENTS FROM THIS DEPARTMENT.
 ADDITONAL REVIEWS WILL BE REQUIRED FOR THE PROJECT FOR
 THE NUMEROUS SHOP DRAWINGS EXPECTED FOR THIS PROJECT.
  
  
 MICHAEL E. CARSILLO, ASSISTANT FIRE CHIEF
 WEST PALM BEACH FIRE RESCUE
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2013-05-14 Cont ID  
Sent By mcarsill Date 2013-05-14 Time 13:32 Rev Time 0.00
Received By mcarsill Date 2013-05-14 Time 11:22 Sent To  
Notes
2013-05-14 13:32:01FIRE STATION # 5 AND THE EMERGENCY OPERATIONS CENTER
 700 NORTH CONGRESS AVENUE
 PERMIT NUMBER 11120073
  
 1. SEPARATE PLANS AND PERMITS REQUIRED FO THE DEISEL
 FUEL TANK, LP GAS TANK, FIRE SPRINKLER AND FIRE ALARM
 SYSTEMS.
  
 2. LANDSCAPE IS TO BE PLACED SEVERAL FEET AWAY FROM THE
 BUILDING TO PREVENT PESTS, AND RODENTS FROM ENTERING
 THE BUILDING.
  
 3. SEVERAL TREES LOCATED ON THE SITE WANT TO BE SAVED.
 THEY WERE PLANTED BY PERSONNEL AS SAPLINGS AND WANT TO
 BE SAVED.
  
 4. SEPARATE PLANS AND PERMITS REQUIRED FOR SLIDING GATE
 DISPLAYED ON PAGE A-0.03.
  
 5. SEPARATE PLANS AND PERMITS REQUIRED FOR ALL LOW
 VOLTAGE WIRING AND APPURTENANT EQUIPMENT.
  
 6. THERE APPEARS TO BE NO CEILING MOUNTED SPEAKERS IN
 ROOM 1.28 AND 1.29 AS SHOWN ON PAGE A-2.01.
  
 7. TWO CEILING MOUNTED SPEAKERS SHOWN DIRECTLY NEXT TO
 ONE ANOTHER IN ROOM 3.20 ON PAGE A-2.01.
  
 8. NO CEILING MOUNTED SPEAKERS DISPLAYED ON SHEET
 A-2.02 FOR AREA 1.17.
  
 9. ADDRESS NEEDS TO BE DISPLAYED ON ONLY ONE ELEVATION.
 ON SHEET A-3.01 IT IS DISPLAYED ON WEST AND SOUTH
 ELEVATIONS.
  
 10. THE GENERATOR INSTALLATION IS TO COMPLY WITH NFPA
 110, 37, AND 30.
  
 11. COULD NOT LOCATE A 5.7 ON FLOOR FINISH SCHEDULE ON
 PAGE A-5.02.
  
 12. ALL FIRE DAMPERS ARE TO BE DROP TESTED AFTER
 INSTALLATION TO ENSURE PROPER OPERATION.
  
 13. THE FIRE ALARM CONTROL PANEL IS STILL SHOWN IN THE
 ROOF ELECTRICAL ROOM ON SHEET E-3.03 WHICH IS NOT
 ACCEPTABLE TO THIS OFFICE. PLEASE RELOCATE THIS PANEL
 TO THE FIRST FLOOR ELECTRICAL ROOM.
  
 14. SEPARATE PLANS AND PERMITS REQUIRED FOR THE
 PRE-ACTION SPRINKLER SYSTEM SHOWN ON PAGE FP-7.01.
  
 15. ELECTRONIC SWITCHES ARE REQUIRED ON FIRE-LINE
 BACKFLOW DEVICES. SEE NOTE # 3 ON SHEET C12.
  
 DENIED
  
  
 MICHAEL E. CARSILLO, ASSISTANT FIRE CHIEF
 WEST PALM BEACH FIRE RESCUE
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2012-05-23 Cont ID  
Sent By mcarsill Date 2012-05-23 Time 15:23 Rev Time 0.00
Received By mcarsill Date 2012-05-23 Time 14:53 Sent To  
Notes
2012-05-23 15:22:58FIRE STATION # 5 AND THE EMERGENCY OPERATIONS CENTER
 (EOC)
 700 NORTH CONGRESS AVENUE
 NEW CONSTRUCTION
 PERMIT # 11120073
  
 1. ON COVER SHEET IT LISTS JONATHAN BRAMLEY AS
 ENGINEERING DIRECTOR. MR. BRAMLEY HAS LEFT THE CITY.
  
 2. SEPARATE PLANS AND PERMITS REQUIRED FOR DIESEL FUEL
 AND LP GAS TANKS.
  
 3. SEPARATE PLANS AND PERMITS REQUIRED FOR FIRE
 SPRINKLER SYSTEM. THE FIRE DEPARTMENT CONNECTION (FDC)
 IS TO BE LOCATED WITHIN 150 FEET OF A FIRE HYDRANT.
  
 4. FIRE LINE BACKFLOW DEVICE IS TO BE EQUIPPED WITH
 TAMPER SWITCHES, CHAIN AND LOCK.
  
 5. THE LARGE PAINTING OF THE STATION MASCOT (RHINO) IS
 TO BE SAVED FOR FUTURE USE DURING THE DEMOLITION PHASE
 OF THE PROJECT. THE PAINTING WILL BE INSTALLED IN THE
 NEW FIRE STATION.
  
 6. THE SLIDING GATE WHEN INOPERATIVE, MUST BE ABLE TO
 BE OPENED MANUALLY.
  
 7. EXIT SIGN IS MISSING ON SHEET LS-1 AT THE BOTTOM OF
 THE STAIR 3.51.
  
 8. THE NOTE IN THE CODE ANALYSIS BOX IS INCORRECT. THE
 BUILDING IS EQUIPPPED WITH AN APPROVED FIRE SPRINKLER
 SYSTEM (NFPA 13) NOT (NFPA 75).
  
 9. ON SHEET A-2.01 THERE APPEARS TO BE NUMEROUS CEILING
 MOUNTED SPEAKERS IDENTIFIED AS CS. IN MANYT CASES, THEY
 APPEAR TO BE DIRECTLY NEXT TO ONE ANOTHER.
  
 10. THE NUMBER OF AVAILABLE SLEEPING ACCOMODATIONS WAS
 DISCUSSED WITH ALLAN ORTMAN ON MAY 22, 2012. HE
 EXPLAINED THAT DURING AN ACTUAL EVENT STAFFING WILL BE
 HELD AT A MINIMUM.
  
 11. SMOKE DETECTORS WHEN INSTALLED SHALL BE A MINIMUM
 OF AT LEAST THREE FEET FROM AIR CONDITIONER DIFFUSERS.
  
 12. ON SHEET A-3.01 THE ADDRESS IS ILLUSTRATED ON TWO
 ELEVATIONS. IT IS ONLY NEEDED ON ONE ELVATION.
  
 13. FLOORING CORNERS SHOULD BE ROUNDED WHERE IT MEETS
 WALLS SO CORNERS CAN BE CLEANED.
  
 14. PROVIDE SEPARATE PLANS AND PERMITS FOR ANY CLEAN
 AGENT SYSTEMS PLANNED TO BE INSTALLED.
  
 15. MORE DETAILS NEEDED FOR SECURITY DEVICES PLANNED
 FOR DOORS.
  
 16. THERE APPEARS TO BE NO EMERGENCY LIGHTING IN
 SEVERAL OFFICES ON THE FIRST AND SECOND FLOOR, WHEN
 NORMAL POWER IS LOST. WILL WORK BE ABLE TO BE PERFORMED
 IN THESE AREAS WHEN NORMAL POWER IS LOST.
  
 17. EMERGENCY LIGHTS INSTALLED (GOGGLE EYES) ARE TO BE
 INSTALED AT AN ELEVATION THAT CAN BE TESTED.
  
 18. NO FIRE ALARM DEVICES SHOWN IN VEHICLE BAY ON SHEET
 E-3.01.
  
 19. ON PAGE E-3.03 THE FIRE ALARM CONTROL PANEL IS
 DISPLAYED. A MORE SUITABLE LOCATION IS TO BE PROVIDED
 ON THE FIRST FLOOR AND NOT LOCATED ON THE ROOF LEVEL.
 THE FIRE ALARM SYSTEM IS TO BE MONITORED BY A CENTRAL
 STATION APPROVED FOR CENTRAL STATION SERVICE.
  
 20. PLEASE EXPLAIN PURPOSE OF THE CARD READERS SHOWN ON
 SHEET T-0.02.
  
 21. ALL FIRE DAMPERS AFTER INSTALLATION ARE TO BE DROP
 TESTED TO ENSURE PROPER OPERATION.
  
 22. SOFFITS OR ARCHITECTURAL DETAILS SHALL NOT
 INTERFERE WITH ANY OPERATION OF ANY FIRE SPRINKLER
 HEADS.
  
  
 DENIED
  
  
 MICHAEL E. CARSILLO, ASSISTANT FIRE CHIEF
 WEST PALM BEACH FIRE RESCUE
 804-4707 PHONE
 804-4766 FAX
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2011-12-08 Cont ID  
Sent By wjolin Date 2011-12-08 Time 14:50 Rev Time 0.00
Received By wjolin Date 2011-12-08 Time 14:48 Sent To  
Notes
2011-12-08 14:50:43FIRE STATION # 5 AND THE EMERGENCY OPERATIONS CENTER
 700 NORTH CONGRESS AVENUE
 PLAN REVIEW COMMENTS FROM FIRE RESCUE
 PLAN REVIEW FOR BID PLANS
 RECEIVED: DECEMBER 2, 2011
 COMPLETED: DECEMBER 6, 2011
  
  
 1. COVER SHEET I LISTS JONATHAN BRAMLEY AS ENGINEERING
 SERVICES DIRECTOR. MR. BRAMLEY HAS LEFT EMPLOYMENT WITH
 THE CITY.
  
 2. SEPARATE PLANS AND PERMITS REQUIRED FOR FIRE
 SPRINKLER AND FIRE ALARM SYSTEMS.
  
 3. SEPARATE PLANS AND PERMITS REQUIRED FOR FLAMMABLE
 LIQUID AND FLAMMABLE GAS STORAGE.
  
 4. DEMOLITION ACTIVITIES ARE TO COMPLY WITH NFPA 241.
 ALL DEBRIS SHALL BE LEGALLY DISPOSED OF IN ACCORDANCE
 WITH STATE AND LOCAL REQUIREMENTS.
  
 5. CLOSE COORDINATION IS TO OCCUR DURING CONSTRUCTION
 PHASES 1, 2, AND 3.
  
 6. SEPARATE PLANS AND PERMITS REQUIRED FOR HOOD, DUCT,
 AND FIRE SUPPRESSION SYSTEMS.
  
 7. SEPARATE PLANS AND PERMITS REQUIRED FOR PRE-ACTION
 FIRE SPRINKLER SYSTEM.
  
 8. ALL NEW FIRE MAINS AND THEIR APPURTENANCES ARE TO
 COMPLY WITH NFPA 24, FIRE SERVICE MAINS AND THEIR
 APPURTENANCES.
  
 9. THE FIRE DEPARTMENT CONNECTION (FDC) SHALL BE
 EQUIPPED WITH KNOX-LOCKING CAPS.
  
 10. TACTILE SIGNAGE REQUIRED AT ALL REQUIRED EXIT
 DOORS.
  
 11. SEPARATE PLANS AND PERMITS REQUIRED FOR LOW VOLTAGE
 SECURITY DEVICES AND CAMERAS.
  
 12. SECURITY DEVICES WHEN INSTALLED SHALL NOT INTERFERE
 WITH ANY EXITING FROM THE BUILDING.
  
 13. ALL FIRE DAMPERS UPON INSTALLATION ARE TO BE DROP
 TESTED TO ENSURE PROPER FUNCTION.
  
 14. PLEASE PROVIDE PRODUCT APPROVAL INFORMATION FOR THE
 DUCT WRAP PLANNED TO BE USED FOR THE KITCHEN EXHAUST
 DUCT.
  
 15. WHAT PREVENTS ODORS FROM ENTERING THE DORMITORY
 AREA ON THE SECOND FLOOR FROM THE KITCHEN HOOD EXHAUST?
  
 16. THE KITCHEN EXHAUST DUCT SHALL BE A MINIMUM OF AT
 LEAST 10 FEET FROM AIR CONDITIONING EQUIPMENT.
  
 17. ALL FIRE RATED WALLS ARE TO BE PROPERLY IDENTIFIED
 WITH STENCILS OR PAINT.
  
 18. SECURITY DOOR DEVICES SHOWN ON PAGE T-4.05 ARE
 CONFUSING. DIFFERENT SECURITY DEVICES EXIST. THEY
 INCLUDE MOTION SENSOR, PUSH TO EXIT, AND CARD READER.
  
 19. A WIRE FOR THE LOCUTION APPEARS TO PASS THROUGH
 STAIR 3.52. THIS IS NOT PERMITTED.
  
 20. SPRINKLER HEADS SHALL NOT BE OBSTRUCTED BY
 ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING SYSTEMS
 OR ANY FIXTURES.
  
 21. SHOULD ASBESTOS CONTAINING MATERIAL BE DISCOVERED,
 AN ASBESTOS REMEDIATION PLAN SHALL BE FORWARDED TO THE
 DIRECTOR OF CONSTRUCTION SERVICES AND THE ASSISTANT
 FIRE CHIEF OF SUPPORT SERVICES.
  
 22. ALL MECHANICAL AND ELECTRICAL ROOMS ARE TO BE
 PROPERLY LABELED.
  
 23. THE BUILDING ADDRESS ONLY NEEDS TO BE PLACED ON ONE
 ELEVATION. THE ADDRESS IS TO BE PLACED ON THE ADDRESS
 SIDE OF THE BUILDING.
  
 24. ON PAGE E-7.01, A DEDICATED TELEPHONE CONNECTION
 FOR THIRD PARTY NOTIFICATION IS DISPLAYED. A MINIMUM OF
 AT LEAST TWO TELEPHONE LINES ARE REQUIRED. ALSO THE
 MONITORING COMPANY IS TO BE APPROVED FOR CENTRAL
 STATION MONITORING.
  
 25. ALL ELECTRICAL WORK IS TO COMPLY WITH NFPA 70, THE
 NATIONAL ELECTRICAL CODE.
  
 26. ALL LIGHTNING PROTECTION SYSTEMS AND EQUIPMENT TO
 COMPLY WITH NFPA 780.
  
 27. ON SHEET E-3.03 THE FIRE ALARM PANEL APPEARS TO BE
 LOCATED IN THE ROOF ELECTRICAL ROOM. THIS PANEL SHOULD
 BE LOCATED ON THE FIRST FLOOR.
  
 28. MORE DETAILS REQUIRED ON THE FUTURE 911 BY OTHERS
 PLAZA.
  
 29. ON SHEET C21 ELECTRONIC SWITCHES WILL BE REQUIRED
 FOR THE FIRE LINE BACKFLOW DEVICE.
  
 30. ALL SYSTEMS CONTAINED WITHIN THE BUILDING SHALL BE
 INSTALLED IN APPROVED WORKMANLIKE MANNER AND MEET ALL
 APPLICABLE CODES AND REGULATIONS.
  
 31. ALL SMOKE DETECTION EQUIPMENT SHALL BE INSTALLED A
 MINIMUM OF AT LEAST THREE FEET FROM ANY AIR
 CONDITIONING DIFFUSERS.
  
 32. PLEASE INDICATE ON THE PLANS WHAT SET POINTS (PARTS
 PER MILLION) THAT THE CARBON MONOXIDE DETECTORS (CO)
 WILL BE ACTIVATED AT.
  
 33. COULD NOT LOCATE ON THE PLANS THE EMERGENCY
 COMMUNICATION SYSTEM THAT IS TO BE INSTALLED OUTSIDE TO
 CONTACT EMERGENCY SERVICES.
  
 34. ALL STAIRS AND RAMPS SHALL BE PROVIDED WITH
 HANDRAILS.
  
 35. APPROPRIATE ACCESS PANELS ARE TO BE INSTALLED TO
 ACCESS MECHANICAL EQUIPMENT.
  
 36. DUCT SMOKE DETECTORS WHEN ACTIVATED SHALL CAUSE THE
 FIRE ALARM SYSTEM TO ACTIVATE.
  
 37. ALL UNDERGROUND FIRE MAINS AND FIRE SPRINKLER
 PIPING IS REQUIRED TO BE HYDROSTATICALLY TESTED FOR TWO
 HOURS AT 200 PSIG.
  
 38. DUE TO THE NUMBER OF ITEMS THAT ARE NECESSARY TO
 CONSTRUCT THIS FACILITY A TIME LINE IS TO BE DEVELOPED
 TO ENSURE THE PROPER COORDINATION BETWEEN PALM BEACH
 COUNTY COMMUNICATIONS, PALM BEACH COUNTY TRAFFIC, AND
 THE CITY OF WEST PALM BEACH.
  
 39. EXITS ARE REQUIRED TO BE KEPT UP WITH CONSTRUCTION.
  
 40. TRASH AND DEBRIS SHALL BE REMOVED FROM THE SITE
 DAILY.
  
 41. WHEN REQUIRED FIRE AND LIFE SAFETY SYSTEMS ARE
 TAKEN OUT OF SERVICE FOR MORE THAN FOUR HOURS IN A
 TWENTY FOUR HOUR PERIOD A FIRE WATCH IS REQUIRED.
 CONTACT IS ALSO TO BE MADE WITH THE BUREAU OF FIRE
 PREVENTION. (804-4724)
  
 42. IF CUTTING AND WELDING ACTIVITIES BECOME NECESSARY
 ON THE SITE, COMPLIANCE WITH NFPA 51B IS REQUIRED.
  
 43. NO INSTALLATIONS ARE TO OCCUR AT THE PREMISE
 WITHOUT APPROVED PLANS AND A PERMIT.
  
 44. APPROPRIATE SAFEGUARDS ARE TO BE PROVIDED WHEN
 PERFORMING UNDERGROUND UTILITIES WORK ON THE SITE.
  
 45. THE MECHANICAL DEPARTMENT WILL REQUIRE A COMPLETE
 TEST AND BALANCE ON THE AIR CONDITIONING AND HOOD
 MECHANICAL SYSTEMS.
  
 46. PORTABLE FIRE EXTINGUISHERS WITH APPROVED SERVICE
 TAGS ARE TO BE PROVIDED THROUGHOUT THE PREMISE.
  
 47. THE SITE IS TO BE PROPERLY SECURED WHILE UNDER
 CONSTRUCTION AND DEMOLITION. ONLY AUTHORIZED PERSONNEL
 ARE PERMITTED ON THE SITE. NO TRESPASSING SIGNS WILL BE
 NECESSARY ON THE SITE.
  
 48. ALL EXCAVATION AT THE SITE IS TO BE ONLY PERFORMED
 AFTER ALL UTILITIES HAVE BEEN PROPERLY LOCATED AND
 MARKED.
  
 49. THE EXISTING FIRE STATION IS TO REMAIN OPERATIONAL
 TO CITIZENS, VISITORS, AND STAFF WHILE CONSTRUCTION
 WORK IS BEING PERFORMED.
  
 50. PRIOR TO ANY TEMPORARY CERTIFICATE OF OCCUPANCY IS
 REQUESTED ALL REQUIRED FIRE AND LIFE SAFETY SYSTEMS ARE
 TO BE INSPECTED, TESTED, AND APPROVED BY THE
 APPROPRIATE INSPECTION DIVISION.
  
 MIKE CARSILLO, ASSISTANT FIRE CHIEF
 WEST PALM BEACH FIRE RESCUE
  
Review Stop G GAS REVIEW
Rev No 2 Status P Date 2013-06-25 Cont ID  
Sent By lwagner Date 2013-06-25 Time 13:17 Rev Time 0.00
Received By lwagner Date 2013-06-25 Time 13:11 Sent To  
Notes
2013-07-05 08:02:25SEPARATE APPLICATION AND PERMIT REQUIRED.
Review Stop G GAS REVIEW
Rev No 1 Status P Date 2013-05-03 Cont ID  
Sent By lwagner Date 2013-05-03 Time 13:05 Rev Time 0.00
Received By lwagner Date 2013-05-03 Time 11:20 Sent To  
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2013-07-29 Cont ID  
Sent By fmittner Date 2013-07-29 Time 08:27 Rev Time 0.00
Received By fmittner Date 2013-07-29 Time 08:26 Sent To  
Notes
2013-07-29 08:27:35APPROVED FOR DEMOLITION. NOT A HISTORIC RESOURCE.
 QUESTIONS CONTACT FRIEDERIKE MITTNER 822-1457.
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2013-07-10 Cont ID  
Sent By shill Date 2013-07-10 Time 08:14 Rev Time 0.00
Received By jwitmer Date 2013-06-28 Time 17:48 Sent To  
Notes
2013-06-28 17:49:18C39
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2013-06-26 Cont ID  
Sent By hmoser Date 2013-06-26 Time 11:35 Rev Time 0.00
Received By hmoser Date 2013-06-14 Time 09:52 Sent To  
Notes
2013-06-15 09:55:08INCOMING SENT TO C-35 BOX . JW
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2013-06-05 Cont ID  
Sent By dharvey Date 2013-06-05 Time 08:47 Rev Time 0.00
Received By dharvey Date 2013-06-05 Time 08:47 Sent To  
Notes
2013-04-26 14:41:57SENT TO C31 SHELF FOR REVIEW. JG.
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2012-07-24 Cont ID  
Sent By shill Date 2012-07-24 Time 16:34 Rev Time 0.00
Received By shill Date 2012-04-18 Time 10:15 Sent To  
Notes
2012-04-18 10:15:32C26
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2012-02-01 Cont ID  
Sent By shill Date 2012-02-01 Time 07:59 Rev Time 0.00
Received By shill Date 2011-12-05 Time 16:22 Sent To  
Notes
2011-12-05 16:22:42C--27
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2013-06-26 Cont ID  
Sent By hmoser Date 2013-06-26 Time 11:33 Rev Time 0.00
Received By hmoser Date 2013-06-26 Time 10:26 Sent To  
Notes
2013-06-26 11:33:33PASS PROVISO
 1) SEPARATE PERMITS REQUIRED FOR UNDER GROUND FUEL
 TANKS
 HOOD,COOLERS AND GENERATOR.
 2) REVISION REQUIRED FOR AIR CONDITIONING AND
 VENTILATION
 IN IT ROOM 3.23 AND 3.36 2ED FLOOR AND DATA CENTER ROOM
 4.20
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2013-06-04 Cont ID  
Sent By hmoser Date 2013-06-04 Time 10:53 Rev Time 0.00
Received By hmoser Date 2013-06-04 Time 08:54 Sent To  
Notes
2013-06-04 10:53:13PLANS DENIED
 1) PROVIDE PRODUCT APPROVALS FOR OUTSIDE LOVERS
 PER SECTION 106.3.3 2007 FBC
 2) PROVIDE FRESH AIR CALCULATION ON THE PLANS
 PER TABLE 403.3 FBC (M)
 3) PROVIDE A DETAIL BY THE ENGINEER SHOWING
 CONDENSER STAND TO ROOF TIEDOWN.(BOLT OR SCREW SIZE)
 4) REFER TO SECTION 306.1 CLEARANCE FOR MAINTENANCE AND
 REPLACEMENT
 FOR VOLUME AND FIRE DAMPERS.
 5) PROVIDE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR
 FIRE DAMPERS
 6) SEPARATE APPLICATION PLANS AND PERMIT REQUIRED FOR
 HOOD, COOLERS & FREEZERS, GENERATOR AND FUEL TANK
 7) IN RESUBMITTING PLANS REMOVE AND REPLACE ANY PAGES
 AS NECESSARY.
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2012-05-21 Cont ID  
Sent By hmoser Date 2012-05-21 Time 13:24 Rev Time 0.00
Received By hmoser Date 2012-05-21 Time 08:37 Sent To  
Notes
2012-05-21 13:24:13PLANS DENIED
 1) PROVIDE PRODUCT APPROVALS FOR ALL OUTSIDE LOVERS .
 PER SECTION 106.3.3 2007 FBC.
 2) PROVIDE FRESH AIR CALCULATIONS ON THE PLANS.
 PER TABLE 403.3 2007 FBC (M) .
 3) PROVIDE A DETAIL ON THE PLANS SHOWING CONDENSER
 STANDS
 TO ROOF TIEDOWN. PER SECTION 3301.12.
 4) REFER TO SECTION 306.1 CLEARANCE FOR MAINTENANCE AND
 REPLACEMENT.
 FOR VOLUME DAMPERS.2007 FBC (M) .
 5) REFER TO SECTION 304.1 GENERAL 2007 FBC (M) PROVIDE
 MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR FIRE
 DAMPERS.
 6) REFER TO SECTION 607.4 ACCESS AND IDENTIFICATION.
 2007 FBC (M) FOR FIREDAMPERS.
 7) SEPARATE APPLICATION AND PLANS REQUIRED FOR HOODS,
 FREEZERS COOLERS
 AND GENERATOR.
 PLAN REVIEW BY HAROLD MOSER
 561-805-6732
 [email protected]
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2012-01-03 Cont ID  
Sent By hmoser Date 2012-01-03 Time 13:54 Rev Time 0.00
Received By hmoser Date 2012-01-03 Time 10:14 Sent To  
Notes
2012-01-03 13:54:13PLANS DENIED
 1) PROVIDE PRODUCT APPROVALS FOR ALL OUTSIDE LOVERS PER
 SECTION 106.3.3 2007 FBC.
 2) PROVIDE FRESH AIR CALCULATIONS ON THE PLANS PER
 TABLE 403.3 . 2007 FBC (M)
 3) PROVIDE DUCT SIZE FOR RETURN AIR ON THE PLANS. NECK
 SIZE ON AIR DISTRIBUTION SCHEDULE
 PAGE M-6.01 AND THE PLANS DO NOT MATCH.
 4) SHOW RATED WALLS ON THE MECHANICAL PLANS.
 5) PROVIDE A DETAIL ON THE PLANS FOR THE CONDENSER
 STAND TO ROOF TIE DOWN,
 A THE CONDENSER TO STAND TIE DOWN. PER SECTION 301.12
 FBC (M) 2007
 6) PROVIDE ON THE PLANS THE LOCATION AND TERMINATION OF
 THE GENERATOR
 EXHAUST PIPE.
 7) PROVIDE A DETAIL FOR ACCESS DOORS FOR VOLUME DAMPERS
 ON THE PLANS.
 PER SECTION 603.17 2007 FBC (M)
 8) PROVIDE MANUFACTURER'S INSTALLATION INSTRUCTIONS ON
 THE FIRE DAMPERS. PER SECTION
 607.2 2007 FBC (M) . REFER TO SECTION B607.4 ACCESS AND
 IDENTIFICATION.
 9) PROVIDE ENERGY CALCULATIONS WITH THE PLANS.
 10 PROVIDE EQUIPMENT SCHEDULE FOR IT ROOM AND MIS DATA
 ROOM ON THE PLANS
 11 REFER TO SECTION 304.10 GUARDS FOR CONDENSERS ON
 ROOF.
 12 SEPARATE APPLICATION PLANS AND PERMIT REQUIRED FOR
 HOOD & COOLERS.
 PLAN REVIEW BY HAROLD MOSER
 561-805-6732
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 5 Status P Date 2013-07-05 Cont ID  
Sent By lwagner Date 2013-07-05 Time 08:28 Rev Time 0.00
Received By lwagner Date 2013-07-05 Time 07:17 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status P Date 2013-06-25 Cont ID  
Sent By lwagner Date 2013-06-25 Time 13:21 Rev Time 0.00
Received By lwagner Date 2013-06-25 Time 13:10 Sent To  
Notes
2013-06-25 13:21:06***PROVISO***
  
 1. ENGINEERING WILL REVIEW WATER STORAGE TANK DUE TO A
 CONCERN OVER A DEAD END SPACE IN THE TANK.
Review Stop P PLUMBING
Rev No 3 Status P Date 2013-05-03 Cont ID  
Sent By lwagner Date 2013-05-03 Time 13:05 Rev Time 0.00
Received By lwagner Date 2013-05-03 Time 10:29 Sent To  
Notes
2013-05-03 10:55:52 
  
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2012-05-09 Cont ID  
Sent By lwagner Date 2012-05-09 Time 13:50 Rev Time 0.00
Received By lwagner Date 2012-05-08 Time 09:24 Sent To  
Notes
2012-05-09 13:22:00FBC 2007 PLUMBING REVIEW #2
 DENIED:
  
 NO RESPONSE WAS FOUND FOR REVIEW #1:
  
 1. SHEET A-1.06 (1) - SHOWS AN ALUMINUM DOWNSPOUT
 CONCEALED IN A CHASE.
 1A - SHEET A-4.13 & A-416 SHOW ALUMINUM DOWNSPOUT
 UNDERGROUND WITH THE ADAPTER U/G ?
 1B - IF ALUMINUM LEADER LEAKS DOES CHASE FILL WITH
 WATER?
 1C - P-7.01 SHOWS A DOWNSPOUT BOOT DETAIL THAT IS OK
 BUT NOT THE SAME AS A-4.13 - A-4.16, AS IT IS EXPOSED
 OUTSIDE:
 1102.2 INSIDE STORM DRAINAGE CONDUCTORS. INSIDE STORM
 DRAINAGE CONDUCTORS INSTALLED ABOVE GROUND SHALL
 CONFORM TO ONE OF THE STANDARDS LISTED IN TABLE 702.1.
  
 2. A SERARATE RPZ BACKFLOW PREVENTOR OR AIR GAP WILL BE
 REQUIRED FOR THE IRIGATION CISTERN MAKEUP WATER .
  
 4. THE ELEVATOR PUMP WILL BE REQUIRED TO BE PIPED
 INDIRECT INTO THE SANITARY DUE TO THE POSSIBILITY OF
 CONTAMINANTS BEING SENT TO THE GROUND WATER. AN OIL
 SENSOR/PUMP CONTROL/ALARM SYSTEM MAY BE OF HELP IN
 KEEPING OIL OUT OF THE SANITARY SEWER.
 SEC. 90-203. - PROHIBITED DISCHARGES; ILLICIT
 CONNECTIONS. (A)
 GENERAL PROHIBITION. EXCEPT AS PROVIDED IN SECTION
 90-205, AND EXCEPT PURSUANT TO A VALID NPDES PERMIT, IT
 SHALL BE UNLAWFUL FOR ANY PERSON TO DIRECTLY OR
 INDIRECTLY DEPOSIT, DISCHARGE, SPILL, OR DUMP INTO ANY
 OF THE PUBLIC WATERS OR MUNICIPAL SEPARATE STORM SEWER
 SYSTEM WITHIN THE CITY, ANY SUBSTANCE OTHER THAN THAT
 COMPOSED ENTIRELY OF STORMWATER.
  
 5. SHEET P-1.01 - 750 GALLON GREASE TRAP HAS 3" OUTLET
 PIPEING. OUTLET PIPEING SHALL BE 4" MINIMUM:
 1003.5.3 INLET AND OUTLET PIPING. ....THE OUTLET PIPE
 SHALL START AT 8 INCHES (203 MM) ABOVE THE BOTTOM OF
 THE INTERCEPTOR AND EXTEND VERTICALLY TO A TEE. THE TEE
 AND PIPE SHALL BE NO LESS THAN 4 INCHES (102 MM) IN
 DIAMETER. THE TEE SHALL BE INSTALLED WITH THE RUN IN
 THE VERTICAL DIRECTION.
  
 6. SHEET P-1.01 (P-5.01) TRENCH AND FLOOR DRAINS HAVE
 HORIZONTAL DRY VENT UNDER FLOOR:
 905.4 VERTICAL RISE OF VENT. EVERY DRY VENT SHALL RISE
 VERTICALLY TO A MINIMUM OF 6 INCHES (152 MM) ABOVE THE
 FLOOD LEVEL RIM OF THE HIGHEST TRAP OR TRAPPED FIXTURE
 BEING VENTED.
  
 EXCEPTION: VENTS FOR INTERCEPTORS LOCATED OUTDOORS.
 ***NOTE*** THE FLOOR DRAINS CAN BE CONSIDERED
 COMBINATION DRAIN AND VENT, THEREFORE NOT REQUIRING THE
 DRY VENTS UNDER SLAB.
  
 -------------------------------------------------------
 ------------------------------------------------------
 NOTE
 1. ENGINEERING WILL REVIEW WATER STORAGE TANK DUE TO A
 CONCERN OVER A DEAD END SPACE IN THE TANK.
 2. FUEL GAS & LANDSCAPE IRRIGATION ARE NOT PART OF THIS
 REVIEW. SEPARATE PLANS, APPLICATION, FEES, AND PERMIT
 REQUIRED
  
 REVIEW BY
 LARRY WAGNER
 CHIEF PLUMBING INSPECTOR
 PHONE # 805-6692
 EMAIL [email protected]
 FAX # 805-6676
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2011-12-21 Cont ID  
Sent By lwagner Date 2011-12-21 Time 14:56 Rev Time 0.00
Received By lwagner Date 2011-12-16 Time 13:22 Sent To  
Notes
2011-12-20 12:44:34FBC 2007 PLUMBING REVIEW #1
 DENIED:
  
 1. SHEET A-1.06 (1) - SHOWS AN ALUMINUM DOWNSPOUT
 CONCEALED IN A CHASE.
 1A - SHEET A-4.13 & A-416 SHOW ALUMINUM DOWNSPOUT
 UNDERGROUND WITH THE ADAPTER U/G ?
 1B - IF ALUMINUM LEADER LEAKS DOES CHASE FILL WITH
 WATER?
 1C - P-7.01 SHOWS A DOWNSPOUT BOOT DETAIL THAT IS OK
 BUT NOT THE SAME AS A-4.13 - A-4.16, AS IT IS EXPOSED
 OUTSIDE:
 1102.2 INSIDE STORM DRAINAGE CONDUCTORS. INSIDE STORM
 DRAINAGE CONDUCTORS INSTALLED ABOVE GROUND SHALL
 CONFORM TO ONE OF THE STANDARDS LISTED IN TABLE 702.1.
  
 2. A SERARATE RPZ BACKFLOW PREVENTOR OR AIR GAP WILL BE
 REQUIRED FOR THE IRIGATION CISTERN MAKEUP WATER .
  
 4. THE ELEVATOR PUMP WILL BE REQUIRED TO BE PIPED
 INDIRECT INTO THE SANITARY DUE TO THE POSSIBILITY OF
 CONTAMINANTS BEING SENT TO THE GROUND WATER. AN OIL
 SENSOR/PUMP CONTROL/ALARM SYSTEM MAY BE OF HELP IN
 KEEPING OIL OUT OF THE SANITARY SEWER
  
 5. SHEET P-1.01 - 750 GALLON GREASE TRAP HAS 3" OUTLET
 PIPEING. OUTLET PIPEING SHALL BE 4" MINIMUM:
 1003.5.3 INLET AND OUTLET PIPING. ....THE OUTLET PIPE
 SHALL START AT 8 INCHES (203 MM) ABOVE THE BOTTOM OF
 THE INTERCEPTOR AND EXTEND VERTICALLY TO A TEE. THE TEE
 AND PIPE SHALL BE NO LESS THAN 4 INCHES (102 MM) IN
 DIAMETER. THE TEE SHALL BE INSTALLED WITH THE RUN IN
 THE VERTICAL DIRECTION.
  
 6. SHEET P-1.01 (P-5.01) TRENCH AND FLOOR DRAINS HAVE
 HORIZONTAL DRY VENT UNDER FLOOR:
 905.4 VERTICAL RISE OF VENT. EVERY DRY VENT SHALL RISE
 VERTICALLY TO A MINIMUM OF 6 INCHES (152 MM) ABOVE THE
 FLOOD LEVEL RIM OF THE HIGHEST TRAP OR TRAPPED FIXTURE
 BEING VENTED.
  
 EXCEPTION: VENTS FOR INTERCEPTORS LOCATED OUTDOORS.
 ***NOTE*** THE FLOOR DRAINS CAN BE CONSIDERED
 COMBINATION DRAIN AND VENT, THEREFORE NOT REQUIRING THE
 DRY VENTS UNDER SLAB.
 -------------------------------------------------------
 -------------------------------------------------------
 -------------------------------------------------------
 ------------------------------
 NOTE
 1. ENGINEERING WILL REVIEW WATER STORAGE TANK DUE TO A
 CONCERN OVER A DEAD END SPACE IN THE TANK.
 2. FUEL GAS & LANDSCAPE IRRIGATION ARE NOT PART OF THIS
 REVIEW. SEPARATE PLANS, APPLICATION, FEES, AND PERMIT
 REQUIRED
  
 REVIEW BY
 LARRY WAGNER
 CHIEF PLUMBING INSPECTOR
 PHONE # 805-6692
 EMAIL [email protected]
 FAX # 805-6676
  
Review Stop Z ZONING
Rev No 6 Status P Date 2013-07-01 Cont ID  
Sent By jroach Date 2013-07-01 Time 19:32 Rev Time 0.00
Received By jroach Date 2013-07-01 Time 19:32 Sent To  
Notes
2013-07-01 19:33:02ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 07.01.2013
 PERMIT NO.: 11120073
 ADDRESS: 700 CONGRESS AVENUE
 CONTRACTOR/CONTACT:
 TELEPHONE NO.:
 SCOPE OF REVIEW: NEW FIRE STATION AND EMERGENCY
 OPERATION CENTER.
 ___________________________________________
  
 REVIEW STATUS: PASSED WITH PROVISOS
 ___________________________________________
  
 THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING
 PROVISOS:
  
 1. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY,
 A UNITY OF TITLE SHALL BE RECORDED IN THE PUBLIC
 RECORDS OF PALM BEACH COUNTY UNIFYING THE PARCEL
 ACQUIRED FROM THE RESIDENTIAL PROPERTY TO THE SOUTH TO
 THE FIRE STATION PARCEL. PLEASE CONTACT VINCE NOEL,
 CITY SURVEYOR, AND PROVIDE ME WITH A COPY OF THE
 RECORDED DOCUMENT.
  
 2. PLEASE NOTE THAT A SEPARATE PERMIT WILL BE REQUIRED
 FOR LANSCAPING. 2 SETS OF SIGNED/SEALED LANDSCAPE PLANS
 SHALL BE SUBMITTED WITH A PERMIT APPLICATION, ALONG
 WITH A CERTIFIED COST ESTIMATE (INCLUDING MATERIALS AND
 LABOR).
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1448
 FAX: 561.822.1460
  
 EMAIL: [email protected]
  
 WWW.WPB.ORG
  
Review Stop Z ZONING
Rev No 5 Status F Date 2013-06-20 Cont ID  
Sent By jroach Date 2013-06-20 Time 10:39 Rev Time 0.00
Received By jroach Date 2013-06-20 Time 10:39 Sent To  
Notes
2013-06-20 10:39:22ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 06.20.2013
 PERMIT NO.: 11120073
 ADDRESS: 700 NORTH CONGRESS AVENUE
 CONTRACTOR/CONTACT: VIVEK GALAV
 TELEPHONE NO.:
 SCOPE OF REVIEW: NEW FIRE STATION AND EMERGENCY
 OPERATIONS CENTER.
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. THE FOLLOWING PLANS HAVE NOT BEEN UPDATED:
  
 A. COVER
 B. SP-1
 C. L1.1
 D. L1.2
 E. L1.3
  
 2. REPEAT COMMENT: THE NAME OF THE ENGINEERING SERVICES
 DIRECTOR IS INCORRECT.
  
  I BELIEVE THIS WAS FIXED ON THE UPDATED SHEETS THAT
 WERE NOT SUBMITTED.
  
 3. REPEAT COMMENT: CONSIDER REMOVING WHEEL STOPS FROM
 NORTHERN MOST PARKING AND SHIFT CURB TO SERVE AS WHEEL
 STOP. THIS WAS DONE ON SOME OF THE PARKING, BUT NOT IN
 THE "FIRE STATION STAFF PARKING LOT"...PLEASE EXPLAIN.
  
  I BELIEVE THIS WAS FIXED ON THE UPDATED SHEETS THAT
 WERE NOT SUBMITTED.
  
 4. REPEAT COMMENT: PLEASE PROVIDE THE SETBACK FROM THE
 PROPERTY LINE TO THE FREESTANDING SIGN. IT SHALL BE 5
 FEET FROM THE RIGHT-OF-WAY, AND 24 FEET FROM ADJACENT
 PROPERTY LINES.
  
  I BELIEVE THIS WAS FIXED ON THE UPDATED SHEETS THAT
 WERE NOT SUBMITTED.
  
 5. REPEAT COMMENT: PLEASE NOTE ON THE LANDSCAPE PLANS
 THAT ALL LANDSCAPE AREAS IN THE PUBLIC RIGHT-OF-WAY
 SHALL BE SODDED AND IRRIGATED.
  
  I BELIEVE THIS WAS FIXED ON THE UPDATED SHEETS THAT
 WERE NOT SUBMITTED.
  
 6. REPEAT COMMENT: IRRIGATION SHALL PROVIDE 120%
 COVERAGE.
  
 7. REPEAT COMMENT: PLEASE NOTE THAT A SEPARATE PERMIT
 WILL BE REQUIRED FOR LANSCAPING. 2 SETS OF
 SIGNED/SEALED LANDSCAPE PLANS SHALL BE SUBMITTED WITH A
 PERMIT APPLICATION, ALONG WITH A CERTIFIED COST
 ESTIMATE (INCLUDING MATERIALS AND LABOR).
  
 8. A UNITY OF TITLE SHALL BE RECORDED IN THE PUBLIC
 RECORDS OF PALM BEACH COUNTY UNIFYING THE PARCEL
 ACQUIRED FROM THE RESIDENTIAL PROPERTY TO THE SOUTH TO
 THE FIRE STATION PARCEL. PLEASE CONTACT VINCE NOEL,
 CITY SURVEYOR, AND PROVIDE ME WITH A COPY OF THE
 RECORDED DOCUMENT.
  
 9. PLEASE ENSURE THAT THE UPDATED SITE PLANS REMOVE THE
 "PROPOSED ACQUISITION" LABEL FROM THE PLANS AND THAT
 THE CMU FENCE/WALL THAT WAS LOCATED ALONG THE SOUTHERN
 PORTION OF THE ACQUIRED PARCEL IS REMOVED FROM THE
 PLANS AND NO LONGER INCLUDED IN THE SCOPE OF THE
 PROJECT.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1448
 FAX: 561.822.1460
  
 EMAIL: [email protected]
  
 WWW.WPB.ORG
  
 5/3/13
Review Stop Z ZONING
Rev No 4 Status F Date 2013-06-03 Cont ID  
Sent By jroach Date 2013-06-03 Time 16:01 Rev Time 0.00
Received By jroach Date 2013-06-03 Time 16:01 Sent To  
Notes
2013-06-03 16:04:52ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 06.03.2013
 PERMIT NO.: 11120073
 ADDRESS: 700 NORTH CONGRESS AVENUE
 CONTRACTOR/CONTACT: VIVEK GALAV
 TELEPHONE NO.:
 SCOPE OF REVIEW: NEW FIRE STATION AND EMERGENCY
 OPERATIONS CENTER.
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. THE FOLLOWING PLANS HAVE NOT BEEN UPDATED:
  
 A. COVER
 B. SP-1
 C. L1.1
 D. L1.2
 E. L1.3
  
 2. REPEAT COMMENT: THE NAME OF THE ENGINEERING SERVICES
 DIRECTOR IS INCORRECT.
  
  I BELIEVE THIS WAS FIXED ON THE UPDATED SHEETS THAT
 WERE NOT SUBMITTED.
  
 3. REPEAT COMMENT: CONSIDER REMOVING WHEEL STOPS FROM
 NORTHERN MOST PARKING AND SHIFT CURB TO SERVE AS WHEEL
 STOP. THIS WAS DONE ON SOME OF THE PARKING, BUT NOT IN
 THE "FIRE STATION STAFF PARKING LOT"...PLEASE EXPLAIN.
  
  I BELIEVE THIS WAS FIXED ON THE UPDATED SHEETS THAT
 WERE NOT SUBMITTED.
  
 4. REPEAT COMMENT: PLEASE PROVIDE THE SETBACK FROM THE
 PROPERTY LINE TO THE FREESTANDING SIGN. IT SHALL BE 5
 FEET FROM THE RIGHT-OF-WAY, AND 24 FEET FROM ADJACENT
 PROPERTY LINES.
  
  I BELIEVE THIS WAS FIXED ON THE UPDATED SHEETS THAT
 WERE NOT SUBMITTED.
  
 5. REPEAT COMMENT: PLEASE NOTE ON THE LANDSCAPE PLANS
 THAT ALL LANDSCAPE AREAS IN THE PUBLIC RIGHT-OF-WAY
 SHALL BE SODDED AND IRRIGATED.
  
  I BELIEVE THIS WAS FIXED ON THE UPDATED SHEETS THAT
 WERE NOT SUBMITTED.
  
 6. REPEAT COMMENT: IRRIGATION SHALL PROVIDE 120%
 COVERAGE.
  
 7. REPEAT COMMENT: PLEASE NOTE THAT A SEPARATE PERMIT
 WILL BE REQUIRED FOR LANSCAPING. 2 SETS OF
 SIGNED/SEALED LANDSCAPE PLANS SHALL BE SUBMITTED WITH A
 PERMIT APPLICATION, ALONG WITH A CERTIFIED COST
 ESTIMATE (INCLUDING MATERIALS AND LABOR).
  
 8. A UNITY OF TITLE SHALL BE RECORDED IN THE PUBLIC
 RECORDS OF PALM BEACH COUNTY UNIFYING THE PARCEL
 ACQUIRED FROM THE RESIDENTIAL PROPERTY TO THE SOUTH TO
 THE FIRE STATION PARCEL. PLEASE CONTACT VINCE NOEL,
 CITY SURVEYOR, AND PROVIDE ME WITH A COPY OF THE
 RECORDED DOCUMENT.
  
 9. PLEASE ENSURE THAT THE UPDATED SITE PLANS REMOVE THE
 "PROPOSED ACQUISITION" LABEL FROM THE PLANS AND THAT
 THE CMU FENCE/WALL THAT WAS LOCATED ALONG THE SOUTHERN
 PORTION OF THE ACQUIRED PARCEL IS REMOVED FROM THE
 PLANS AND NO LONGER INCLUDED IN THE SCOPE OF THE
 PROJECT.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1448
 FAX: 561.822.1460
  
 EMAIL: [email protected]
  
 WWW.WPB.ORG
  
 5/3/13
Review Stop Z ZONING
Rev No 3 Status F Date 2013-06-02 Cont ID  
Sent By jroach Date 2013-06-02 Time 17:01 Rev Time 0.00
Received By jroach Date 2013-05-28 Time 12:12 Sent To  
Notes
2013-06-02 17:02:09ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 06.02.2013
 PERMIT NO.: 11120073
 ADDRESS: 700 NORTH CONGRESS AVENUE
 CONTRACTOR/CONTACT: VIVEK GALAV
 TELEPHONE NO.:
 SCOPE OF REVIEW: NEW FIRE STATION AND EMERGENCY
 OPERATIONS CENTER.
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. THE SITE PLANS, LANDSCAPE PLANS, CIVIL PLANS, ETC.
 ALL SHOW THE OLD BUILDING ORIENTATION. PLEASE ENSURE
 THAT ALL CURRENT PLANS IN THE PERMIT PACKAGE MATCH WHAT
 IS CURRENTLY PROPOSED. AT A MINIMUM, I KNOW THE
 FOLLOWING SHEETS WERE NOT RESUBMITTED:
  
 A. COVER
 B. SP-1
 C. L1.1
 D. L1.2
 E. L1.3
 F. A-0.02
  
 2. REPEAT COMMENT: THE NAME OF THE ENGINEERING SERVICES
 DIRECTOR IS INCORRECT.
  
  I BELIEVE THIS WAS FIXED ON THE UPDATED SHEETS THAT
 WERE NOT SUBMITTED.
  
 3. REPEAT COMMENT: CONSIDER REMOVING WHEEL STOPS FROM
 NORTHERN MOST PARKING AND SHIFT CURB TO SERVE AS WHEEL
 STOP. THIS WAS DONE ON SOME OF THE PARKING, BUT NOT IN
 THE "FIRE STATION STAFF PARKING LOT"...PLEASE EXPLAIN.
  
  I BELIEVE THIS WAS FIXED ON THE UPDATED SHEETS THAT
 WERE NOT SUBMITTED.
  
 4. REPEAT COMMENT: PLEASE PROVIDE THE SETBACK FROM THE
 PROPERTY LINE TO THE FREESTANDING SIGN. IT SHALL BE 5
 FEET FROM THE RIGHT-OF-WAY, AND 24 FEET FROM ADJACENT
 PROPERTY LINES.
  
  I BELIEVE THIS WAS FIXED ON THE UPDATED SHEETS THAT
 WERE NOT SUBMITTED.
  
 5. REPEAT COMMENT: PLEASE NOTE ON THE LANDSCAPE PLANS
 THAT ALL LANDSCAPE AREAS IN THE PUBLIC RIGHT-OF-WAY
 SHALL BE SODDED AND IRRIGATED.
  
  I BELIEVE THIS WAS FIXED ON THE UPDATED SHEETS THAT
 WERE NOT SUBMITTED.
  
 6. REPEAT COMMENT: IRRIGATION SHALL PROVIDE 120%
 COVERAGE.
  
  I BELIEVE THIS WAS FIXED ON THE UPDATED SHEETS THAT
 WERE NOT SUBMITTED.
  
 7. REPEAT COMMENT: PLEASE NOTE THAT A SEPARATE PERMIT
 WILL BE REQUIRED FOR LANSCAPING. 2 SETS OF
 SIGNED/SEALED LANDSCAPE PLANS SHALL BE SUBMITTED WITH A
 PERMIT APPLICATION, ALONG WITH A CERTIFIED COST
 ESTIMATE (INCLUDING MATERIALS AND LABOR).
  
 8. A UNITY OF TITLE SHALL BE RECORDED IN THE PUBLIC
 RECORDS OF PALM BEACH COUNTY UNIFYING THE PARCEL
 ACQUIRED FROM THE RESIDENTIAL PROPERTY TO THE SOUTH TO
 THE FIRE STATION PARCEL. PLEASE CONTACT VINCE NOEL,
 CITY SURVEYOR, AND PROVIDE ME WITH A COPY OF THE
 RECORDED DOCUMENT.
  
 9. PLEASE ENSURE THAT THE UPDATED SITE PLANS REMOVE THE
 ?PROPOSED ACQUISITION? LABEL FROM THE PLANS AND THAT
 THE CMU FENCE/WALL THAT WAS LOCATED ALONG THE SOUTHERN
 PORTION OF THE ACQUIRED PARCEL IS REMOVED FROM THE
 PLANS AND NO LONGER INCLUDED IN THE SCOPE OF THE
 PROJECT.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1448
 FAX: 561.822.1460
  
 EMAIL: [email protected]
  
 WWW.WPB.ORG
  
2013-05-03 15:31:545/3/13
Review Stop Z ZONING
Rev No 2 Status F Date 2012-05-08 Cont ID  
Sent By jroach Date 2012-05-08 Time 13:44 Rev Time 0.00
Received By jroach Date 2012-04-30 Time 15:52 Sent To  
Notes
2012-05-08 15:18:35ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 05.08.2012
 PERMIT NO.: 11120073
 ADDRESS: 700 NORTH CONGRESS AVENUE
 CONTRACTOR/CONTACT: JEFF HALVERSON
 TELEPHONE NO.:
 SCOPE OF REVIEW: NEW FIRE STATION #5.
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE
 FORMAL SITE PLAN REVIEW SHALL BE APPROVED BY THE
 DEVELOPMENT SERVICES DEPARTMEN - PLANNING DIVISION.
  
 2. THERE WAS CONCERN REGARDING THE PLACEMENT OF THE GAS
 GRILL UNDER THE SOLID ROOF, PLEASE CONFIRM THAT THE
 BUILDING DIVISION HAS NO OBJECTION.
  
 3. THE ENGINEERING SERVICES DIRECTOR LISTED ON COVER
 SHEET IS INCORRECT.
  
 4. PLEASE CLARIFY HOW THE GATED STAFF PARKING WILL
 FUNCTION. WILL THERE BE A CARD-READER, REMOTE CONTROL,
 ETC?
  
 5. PARKING STALL DETAIL SHALL MEET MINIMUM CRITERIA (IE
 PLACEMENT OF WHEEL STOP).
  
 6. CONSIDER REMOVING WHEEL STOPS FROM NORTHERN MOST
 PARKING AND SHIFT CURB TO SERVE AS WHEEL STOP. THIS WAS
 DONE ON SOME OF THE PARKING, BUT NOT IN THE "FIRE
 STATION STAFF PARKING LOT"....PLEASE EXPLAIN.
  
 7. PLEASE PROVIDE DOCUMENTATION FROM THE ARCHITECT OF
 RECORD THAT THE PROPOSED DEVELOPMENT WILL COMPLY WITH
 THE LAWS OF HB7135, REQUIRING THAT PUBLIC BUILDINGS
 ENTERED INTO DESIGN AFTER JULY 1, 2008, FOLLOW THE
 GUIDELINES OF LEEDS OR OTHER GREEN BUILDING SYSTEMS,
 INCLUDING GREEN GLOBES AND THE FLORIDA GREEN BUILDING
 COALITION STANDARDS.
  
 8. TWO COPIES OF THE APPROVED TRAFFIC CONCURRENCY SHALL
 BE PROVIDED.
  
 9. PLEASE CONFIRM THAT ALL DIESEL FUEL TANKS, LP TANKS,
 AND POTABLE WATER STORAGE TANKS WILL BE LOCATED
 UNDERGROUND.
  
 10. PHOTOMETRIC LEVELS SHALL NOT EXCEED 0.5 WHEN
 MEASURED IN A RESIDENTIAL ZONING DISTRICT. ADJUST THE
 LEVELS ALONG THE EAST AND SOUTH PROPERTY LINES
 ACCORDINGLY.
  
 11. PLEASE PROVIDE THE SETBACK FROM THE PROPERTY LINE
 TO THE FREESTANDING SIGN. IT SHALL BE 5 FEET FROM THE
 RIGHT-OF-WAY, AND 24 FEET FROM ADJACENT PROPERTY LINES.
  
 12. PLEASE NOTE ON THE LANDSCAPE PLANS THAT ALL
 LANDSCAPE AREAS IN THE PUBLIC RIGHT-OF-WAY SHALL BE
 SODDED AND IRRIGATED.
  
 13. LIGHT POLES SHALL NOT BE LOCATED IN VEHICLE
 OVERHANG.
  
 14. IRRIGATION SHALL PROVIDE 120% COVERAGE.
  
 PLEASE NOTE THAT A SEPARATE PERMIT WILL BE REQUIRED FOR
 LANSCAPING. 2 SETS OF SIGNED/SEALED LANDSCAPE PLANS
 SHALL BE SUBMITTED WITH A PERMIT APPLICATION, ALONG
 WITH A CERTIFIED COST ESTIMATE (INCLUDING MATERIALS AND
 LABOR).
 ___________________________________________
  
 PLEASE NOTE THE FOLLOWING WHEN RESUBMITTING:
  
 A) WRITTEN RESPONSES TO COMMENTS MADE BY ALL
 DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
  
 B) 6 SETS OF REVISED PLANS AND/OR DOCUMENTS SHALL BE
 PROVIDED, ALONG WITH ONE (1) REDUCED COPY (11IN X
 17IN), AND AN ELECTRONIC COPY OF ALL PLANS.
  
 C) PLEASE NOTE THAT RE-SUBMITTALS MAY BE SUBJECT TO
 ADDITIONAL COMMENTS.
  
 D) IF NO RESPONSE IS RECEIVED WITHIN 60 DAYS OF THE
 ISSUANCE OF THESE COMMENTS, THE APPLICATION WILL BE
 CONSIDERED WITHDRAWN AND ANY FURTHER ACTION WILL
 REQUIRE SUBMISSION OF A NEW DEVELOPMENT APPLICATION.
  
 E) PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ACCESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20% OF THE ORIGINAL APPLICATION FEE.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, SENIOR PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3366
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1435
 FAX: 561.822.1459
  
 EMAIL: [email protected]
  
 WWW.CITYOFWPB.COM
  
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, SENIOR PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT - PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3366
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1435
 FAX: 561.822.1460
  
 EMAIL: [email protected]
  
 WWW.CITYOFWPB.COM
  
Review Stop Z ZONING
Rev No 1 Status F Date 2011-12-19 Cont ID  
Sent By jroach Date 2011-12-19 Time 14:48 Rev Time 0.00
Received By jroach Date 2011-12-14 Time 16:36 Sent To  
Notes
2011-12-19 14:52:09ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 12.19.2011
 PERMIT NO.: 11120073
 ADDRESS: 700 NORTH CONGRESS AVENUE
 CONTRACTOR/CONTACT: JEFF HALVERSON
 TELEPHONE NO.:
 SCOPE OF REVIEW: NEW FIRE STATION #5.
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. ACCORDING TO CONVERSATIONS WITH JEFF HALVERSON ON
 12/19/2011, THE ORIENTATION OF THE BUILDING IS BEING
 MODIFIED, ALTERING THE SITE AND LANDSCAPE PLANS IN
 THEIR ENTIRETY. THEREFORE, NO COMPLETE REVIEW WAS
 COMPLETED AT THIS TIME. UPON COMPLETION OF REVISED
 PLANS, SUBMITTAL WILL NEED TO BE MADE TO THE PLANNING
 DIVISION TO BE REVIEWED BY THE PLANS & PLATS REVIEW
 COMMITTEE. A SITE PLAN APPROVAL SHALL BE OBTAINED PRIOR
 TO THE ISSUANCE OF ANY BUILDING PERMIT. PLEASE NOTE
 PREVIOUS PPRC COMMENTS WHEN REVISING THE PLANS.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, SENIOR PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3366
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1435
 FAX: 561.822.1460
  
 EMAIL: [email protected]
  
 WWW.CITYOFWPB.COM
  


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved