Plan Review Details - Permit 10030034
Plan Review Stops For Permit 10030034
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2010-03-23 Cont ID  
Sent By jwitmer Date 2010-03-23 Time 07:25 Rev Time 8.00
Received By jwitmer Date 2010-03-22 Time 07:25 Sent To  
Notes
2010-03-23 07:45:21 
 BUILDING PLAN REVIEW
 PERMIT:10030034
 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
  
 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 INDICATE A DESIGN TO 180 MPH.
 THE ASCE 7-05 ONLY GO TO 170 MPH, 3 SECOND GUST.
  
 2B) THE OTHER ISSUE IS THE IMPORTANCE FACTOR ON THE
 PLANS INDICATE A IMPORTANCE FACTOR OF
 (1.0). 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!
  
 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.
  
 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 AND
 REQUIRE ADDITIONAL FEES AND REVIEWS. 106.3.5.1.1(8)
 STRUCTURAL REQUIREMENTS SHALL INCLUDE BUILDING
 ENVELOPE.
  
 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).
  
  
  
  
  
 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 M-7.01. PLEASE PROVIDE ENGINEERING OR PRODUCT
 APPROVAL FOR WIND LOADING AND ANCHORING OF THE ROOF TOP
 SOLAR PANELS. 106.3.5.1.1(8) STRUCTURAL REQUIREMENTS.
  
 9) SHEET A-4.01 NOTE 908 INDICATES THE USE OF A
 ALUMINUM ACCESS FLOOR SYSTEM, 24???X24??? PANELS, 12???
 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.
  
 10) A4-.10 DETAILS 1 & 2 BOTH INDICATE STRUCTURAL STEEL
 BEAMS WITH FIRE PROOFING MATERIALS, THIS BUILDING IS
 CLASSIFIED AS A TYPE II-B UNPROTECTED? 106.1.2
 ADDITIONAL INFORMATION REQUIRED.
  
 11) SHEET A-4.11 DETAIL# 5 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.
  
 12) 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.
  
 13) A-4.11 DETAIL# 5NOTE 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.
  
 14) LS1 THE PLANS INDICATE THIS BUILDING TO BE A MIXED
 USE OCCUPANCY. THE EOC PRESS CONFERENCE ROOM (A3) IS
 MISSING THE 1 HOUR FIRE RATING BETWEEN THE CONFERENCE
 ROOM AND BUSINESS OCCUPANCY, TABLE 508.3.3.
  
 15) LS1 THE PLANS ALSO INDICATE FOR THE EOC PRESS
 CONFERENCE ROOM A SINGLE EXIT. THE ROOM IS 965 SQ FT/
 15 = 65 OCCUPANTS REQUIRING 2 EXITS TABLE 1015.1. THE
 SECOND ISSUE WILL BE THE 2 EXIT ACCESS DOORS WILL NEED
 TO BE SEPARATED BY 1/3RD THE DIAGONAL DISTANCE OF THE
 ROOM. 1015.2.1 EXCEPTION# 2.
  
 16) LS1 & LS2 BOTH INDICATE 1 HOUR FIRE RATED WALLS,
 PLANS FAIL TO INCLUDE A DETAIL SHEET INDICATING TYPES
 OF WALL CONSTRUCTION. PLEASE PROVIDE WALL TYPE TAGS FOR
 IDENTIFICATION.
 PLEASE USE UL, GYPSUM OR OTHER NATIONALLY APPROVED
 SYSTEM. 106.3.5.1.1(4), TABLE508.3.3.4 AND 708.1.
  
 17) L.S. 2 MEZZANINE AREA, PLANS INDICATE THIS TO BE A
 TRAINING AREA 869/15= 58 OCCUPANTS,
 TABLE 1015.1 REQUIRES 2 EXITS.
 18) 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.
  
 19) THE FLOOR PLAN A-1.01 & A-1.02 DOOR IDENTIFICATION
 TAGS DOES NOT MATCH UP WITH
 A6-.01 DOOR SCHEDULE. IT IS NOT POSSIBLE TO MATCH THE
 DOORS FROM THE FLOOR PLAN TO THE DOOR SCHEDULE AT THIS
 TIME. PLEASE NOTE ON A-6.01 CORRIDOR DOOR MARKED 102 A
 LARGE PANE OF GLASS, NOTE 12 INDICATES WIRE GLASS.
 PLEASE REVIEW 715.4.3.2 AND GLAZING IN DOOR
 ASSEMBLIES??? 715.4.6.1 SIZE LIMITATIONS, TABLE 715.5.3
 & 715.6.4 SAFETY GLAZING.
  
 20) 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.
  
 21) LS 2 THE COMMAND CENTER INDICATES AN OCCUPANT LOAD
 OF 46, PLEASE PROVIDE HOW THIS LOAD WAS DECIDED.
 CONFERENCE ROOM I AND II THE OCCUPANT LOAD WAS FIGURED
 AT 15 SQ FT PER PERSON. THE COMMAND CENTER IT APPEARS
 TO BE 50 SQ FT PER PERSON. TABLE 1004.1.1 DOES NOT
 PROVIDE THIS OPTION. IT APPEARS IF FIGURED AT 15 SQ FT
 PER PERSON THIS AREA WOULD REQUIRE
 2 EXITS (TABLE 1015.1), BUT IF FIGURED AS A BUSINESS
 OCCUPANCY (CIVIC ADMINISTRATION) THE OCCUPANT LOAD
 WOULD BE 24. IF FIGURED AS AN ASSEMBLY A RATED CORRIDOR
 WOULD ALSO BE REQUIRED 1017.1 FOR OCCUPANT LOADS
 GREATER THAN 30.
  
 22) A-1.02 THE RAMP IN THE COMMAND ROOM WILL NEED SOME
 TYPE OF EDGE PROTECTION 11-4.8.7.
  
 23) RAMPS THAT ARE PART OF A MEANS OF EGRESS SHALL BE
 44??? WIDE 1010.5.1.SEE EXCEPTION.
  
  
  
 24) 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.
  
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 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.
  
 STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES
 DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER
 NOTICE.
  
 OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM
 - 5:00 PM.
  
 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 1 Status F Date 2010-03-10 Cont ID  
Sent By dpalmer Date 2010-03-10 Time 11:54 Rev Time 0.00
Received By dpalmer Date 2010-03-10 Time 11:54 Sent To  
Notes
2010-03-10 11:55:01DENIED **
  
 DRAWING DATE: 1/29/10 FOR FIRE STATION #5, EOC.
  
 1) NOTE: PLEASE OBTAIN LETTER/DOCUMENTATION FROM CITY
 ADMINISTRATION DECLARING THE USE OF THIS BUILDING. WILL
 IT BE USED FOR A CRITICAL OPERATIONS CENTER? WILL IT BE
 USED FOR ANY 911 SYSTEMS BACK UP?
 PLEASE SEE 2008 NFPA-70 708 FOR CRITICAL OPERATION
 POWER SYSTEMS AND WHETHER OR NOT BUILDING WILL BE
 DESIGNATED.
  
  
 2) NOTE: PLANS SUBMITTED ARE REQUIRED TO BE SIGNED,
 DATED AND SEALED BY THE DESIGNERS OF RECORD. PLANS
 SUBMITTED FOR EARLY REVIEW UNDER ( TO BE DETERMINED)
 *TBD*.
 PLEASE SEE FAC 61G15-23.002, FS 471.025
 THIS IS REQUIRED FOR ALL TRADES AND FOR ALL SHEETS
 WHETHER OR NOT COMMENTS ARE MADE BY OTHER TRADES.
  
 3) NOTE: PLEASE BE SURE THE FOLLOWING CODES ARE LISTED
 FOR DESIGN.
 2008 NFPA-70
 2003 NFPA-75
 2002 NFPA-72
 2006 NFPA-101
  
 4) NOTE: THERE WERE NO SUBMITTED FLORIDA ENERGY CODE
 FLA COM COMPLIANCE FORMS FOR ENERGY CODE REVIEW. PLEASE
 SEE FBC CHAPTER 13 AND BE SURE ALL COMPONENTS OF THE
 BUILDING/PLANS ARE IN THE INPUT DATA REPORT.
 PLEASE SEE 13-415.AB.5 FOR INTERIOR LIGHTING
 PERFORMANCE CALCULATIONS.
 PLEASE SEE 13-415.AB.2.2 FOR EXTERIOR LIGHTING
 PERFORMANCE CALCULATIONS.
 PLEASE SEE 13-400.A
  
 5) NOTE: * LIGHTNING PROTECTION SYSTEM NOTED ON PLANS
 PER NFPA-780 WILL BE UNDER SEPARATE PERMIT.
  
 6) NOTE: PLEASE SUBMIT COMPLETED PLANS. PLEASE COMPLETE
 ALL CIRCUITING AND COORDINATE WITH PANEL SCHEDULES.
 PANEL SCHEDULES ARE ACTUALLY BLANK. NO CIRCUITS, NO
 LOADS.
 LOADS FOR CIRCUITING, REQUIRED DEDICATED CIRCUITS AND
 LOADS CAN NOT BE REVIEWED AT THIS TIME.
 408.4,240,4,220,310.16.
 GIVEN AS GENERAL SECTIONS.
  
 7) NOTE: PLEASE SEE 2008 NEC FOR WET LOCATION
 RECEPTACLES.
  
 8) NOTE: PLEASE SEE 2008 NEC 250.94 FOR INTER-SYSTEM
 BOND.
  
 9) NOTE: PLEASE SEE 620 FOR REQUIRED DEDICATED CIRCUITS
 FOR ELEVATOR, PIT, MACHINE ROOM ETC.
 ** PLEASE BE SURE TO SEE STATE ELEVATOR CODE
 ASME-17.1-2004
  
 10) NOTE: PLEASE SUBMIT CUT/SPEC SHEETS FOR GENERATOR,
 ATS, FUEL TANK, UPS EQUIPMENT.
 ** CAN BE PART OF A PROVISO* FOR LATER DATE SUBMITTAL.
  
 11 NOTE: PLEASE COMPLETE LIGHTING FOR STAIRS (SEE
 1.12). PLEASE SHOW PHOTO-METRIC LEVELS FOR EGRESS
 STAIRS. PLEASE SEE NFPA-101 7.8.1.3, 7.9.1.2, .2.2.
  
 12) NOTE: WHEN USING OCCUPANCY SENSORS FOR EGRESS
 LIGHTING, PLEASE SEE FBC 1006.1.2, NFPA-101 7.8.1.2.2.
 ALL OCCUPANCY SENSORS CONTROLLING NORMAL AND EMERGENCY
 EGRESS LIGHTING IS REQUIRED TO BE *FAIL SAFE ON*.
  
 13) NOTE: SEE ROOM 3.23 AND STORAGE FOR 3.26. THE
 EQUIPMENT AS SHOWN APPEARS TO INTERFERE WITH REQUIRED
 CLEARANCES.
  
 14) NOTE: PLEASE SEE STORAGE ROOM 3.26 AND ANY OTHER
 SIMILAR LOCATIONS FOR MINIMUM LIGHTING CLEARANCES FOR
 FIXTURES. PLEASE SEE 410.11, 410.12.
  
 15) NOTE: PLEASE SEE FBC 13-415.AB.1.4 FOR EXTERIOR
 LIGHTING CONTROLS.
  
 16) NOTE: PLEASE SEE FBC 11-4.28,.1, .2 AND .3 FOR
 MINIMUM LEVELS, HEIGHTS AND LOCATIONS FOR ADA
 COMPLIANCE.
  
 17) NOTE: LOW VOLTAGE SYSTEMS WILL BE UNDER A SEPARTER
 PERMIT.
  
 18) NOTE: PLEASE SEE NEC 645 AND NFPA-75 FOR
 CONTRUCTION AND MINIMUM REQUIREMENTS FOR THE IT ROOMS.
  
  
 PLEASE SUBMIT COMPLETED PLANS. PLEASE CALL IF THERE ARE
 ANY QUESTIONS OR IF COMMENTS ARE NOT TYPED IN A CLEAR
 MANNER.
  
 DEWEY PALMER
 ELECTRICAL PLANS EXAMINER II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
 HOURS: MONDAY THROUGH THURSDAY 8AM TO 5PM.
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2010-03-25 Cont ID  
Sent By efabian Date 2010-03-25 Time 15:35 Rev Time 1.50
Received By efabian Date 2010-03-25 Time 15:35 Sent To  
Notes
2010-03-25 15:37:47FAILED
  
 PLEASE CLARIFY NOTE ON SHEET C-WS.01 REFERENCE TO
 SANITARY SEWER STORAGE TANK (SEE MECHANICAL PLAN FOR
 DETAILS).
 MECHANICAL PLANS SHEETS M-0.01 THROUGH M-7.02 DO NOT
 SHOW ANY DETAIL OF A SANITARY SEWER STORAGE TANK.
 PLEASE PROVIDE A DETAILED DESCRIPTION OF THE PURPOSE,
 FUNCTION, NEED AND INTENT FOR A SANITARY SEWER STORAGE
 TANK TOGETHER WITH THIS MISSING DETAIL.
  
 PLEASE CLARIFY NOTE ON SHEET C-WS.02 REFERENCE TO
 POTABLE WATER STORAGE TANK (SEE MECHANICAL DRAWINGS FOR
 DETAILS).
 MECHANICAL PLANS SHEETS M-0.01 THROUGH M-7.02 DO NOT
 SHOW ANY DETAIL OF A POTABLE WATER STORAGE TANK.
 PLEASE PROVIDE A DETAILED DESCRIPTION OF THE PURPOSE,
 FUNCTION, NEED AND INTENT FOR A POTABLE WATER STORAGE
 TANK TOGETHER WITH THIS MISSING DETAIL.
  
 LOCATION OF DCDA IS 60 FEET FROM THE PROPERTY LINE AND
 SHOULD BE AT THE CLOSEST POINT OF THE CONNECTION OF THE
 PRIVATE PROPERTY SIDE TO THE MAIN AS POSSIBLE.
  
 THE LOCATION OF THE POTABLE WATER METER AND BFP ARE
 ALSO INCONSISTENT WITH CROSS CONNECTION GUIDELINES AT
 OVER 125 FEET FROM THE POINT OF CONNECTION AND BELONGS
 ON THE RIGHT-OF-WAY SIDE OF THE WATER MAIN CONNECTION
 WITH THE BFP ON THE PRIVATE PROPERTY SIDE OF THE (SAME)
 CONNECTION.
  
 PLEASE EXPLAIN THE PURPOSE FOR THE CISTERN AND PURPOSE
 AS A BACK UP WATER SUPPLY, WHICH IS ALSO SHOWN
 CONNECTED TO BOTH THE POTABLE WATER SERVICE AND TO THE
 STORM WATER DRAINAGE SYSTEM. IS THIS INTENDED AS A
 SUPPLEMENTAL WATER SOURCE FOR IRRIGATION? PLEASE
 CLARIFY.
  
 WHEN CONTACTING THE REVIEWER PLEASE REFERENCE THE
 PERMIT NUMBER.
 IF YOU HAVE ANY QUESTIONS PLEASE FEEL FREE TO CONTACT
 THE REVIEWER:
  
  
  
 EMERY P. FABIAN, PROJECT COORDINATOR
 CITY OF WEST PALM BEACH
  ENGINEERING SERVICES DEPARTMENT
  401 CLEMATIS STREET, 4TH FLOOR
  WEST PALM BEACH FL 33401
 (561)-494-1078 OFFICE
  
  EMAIL: [email protected]
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2010-03-15 Cont ID  
Sent By mcarsill Date 2010-03-15 Time 13:01 Rev Time 0.00
Received By mcarsill Date 2010-03-15 Time 12:09 Sent To  
Notes
2010-03-15 13:00:56FIRE STATION # 5 AND EMERGENCY OPERATIONS CENTER
 700 NORTH CONGRESS AVENUE
 DESIGN ANALYSIS-PHASE II SUBMITTAL
 PERMIT # 10030034
  
 1. ALL CONSTRUCTION, DEMOLITION, AND RENOVATION TO
 COMPLY WITH NFPA 241.
  
 2. TEMPORARY DRIVEWAYS SHOWN ON PAGE C-PD.02 SHALL NOT
 INTERFERE WITH EMERGENCY OPERATIONS.
  
 3. SEPARATE PLANS AND PERMITS REQUIRED FOR UNDERGROUND
 DEISEL AND LIQUFIED PETROLEUM GAS TANKS.
  
 4. SEPARATE PLANS AND PERMITS REQUIRED FOR THE
 RELOCATION OF THE EXISTING GENERATOR IN PHASE I.
  
 5. A DEMOLITION PERMIT AND UTILITY LETTERS ARE REQUIRED
 PRIOR TO THE DEMOLITION OF THE EXISTING STATION.
  
 6. FIRE MAIN SIZES ARE NOT CALLED OUT ON PAGE C-WS.02.
  
 7. ALL FIRE HYDRANTS SHALL BE PROVIDED WITH THE PROPER
 CLEARANCES.
  
 8. EXIT STAIRS ARE TO BE KEPT UP WITH CONSTRUCTION.
  
 9. SEPARATE PLANS AND PERMITS REQUIRED FOR THE HOOD,
 DUCT, AND FIRE SUPPRESISON SYSTEM.
  
 10. ONLY ONE FIRE EXTINGUISHER SHOWN NEAR THE ICE MAKER
 ON PAGE LS-1 IS NEEDED. THE OTHER SHOULD BGE RELOCATED
 TO THE ADMINISTRATION AREA.
  
 11. TACTILE SIGNAGE REQUIRED AT ALL EXIT DOORS.
  
 12. SEPARATE PLANS AND PERMITS REQUIRED FOR THE FIRE
 ALARM SYSTEM. THE REQUIRED FIRE ALARM SYSTEM SHALL BE
 MONITORED BY A LICENSED CENTRAL STATION THAT IS THIRD
 PARTY CERTIFICATED.
  
 13. PLEASE PROVIDE DIAGONAL DIMENSIONS FOR THE BUILDING
 THAT ILLUSTRATE THAT THE EXITS ARE AT LEAST 1/3 THE
 DISTANCE APART.
  
 14. THE HOOD SHAFT APPEARS TO TRAVEL THROUGH THE
 BUNKROOM ON THE SECOND FLOOR NEAR THE DOORWAY. PLEASE
 EXPLAIN RATIONALE.
  
 15. ALL FIRE RATED WALLS ARE TO BE PROPERLY IDENTIFIED
 AS FIRE WALLS AND ALL OPENINGS ARE REQUIRED TO BE
 PROTECTED.
  
 16. A KNOX-BOX WILL BE REQUIRED FOR THE BUILDING.
  
 17. KNOX-BOX LOCKING CAPS WILL BE REQUIRED FOR THE FIRE
 DEPARTMENT CONNECTION (FDC).
  
 18. THE BUILDING ADDRESS IS REQUIRED ON THE PROPER
 ELEVATION. A MINIMUM OF AT LEAST 6" HIGH AND AT LEAST
 1" WIDE NUMBERS ARE REQUIRED.
  
 19. ELEVATOR WARNING SIGNS ARE REQUIRED AT EACH
 ELEVATOR LOBBY.
  
 20. ALL FIRE DAMPERS AFTER INSTALLATION SHALL BE DROP
 TESTED TO ENSURE PROPER OPERATION.
  
 21. THE KITCHEN EXHAUST FAN SHALL BE A MINIMUM OF AT
 LEAST 10 FEET FROM THE KITCHEN SUPPLY FANS.
  
 22. ON PAGE E-0.01, PLEASE PROVIDE PROPER EDITIONS TO
 CODES CITED.
  
 23. TAMPER SWITCHES SHOWN ON PAGE E-0.02 ARE IN THE
 INCORRECT LOCATION. THESE TAMPER SWITCHES SHOULD BE ON
 THE NORTH SIDE NOT THE SOUTH SIDE.
  
 24. PLEASE ILLUSTRATE ON SHEET E-2.01 WHERE THE
 EMERGENCY LIGHTS ARE LOCATED IN THE KITCHEN AND GREAT
 ROOM.
  
 25. IT APPEARS THAT NONE OF THE RESTROOMS HAVE ANY
 EMERGENCY LIGHTS. ARE THESE LIGHTS CONNECTED TO THE
 GENERATOR.
  
 26. ARE THE BUNKROOM INDIVIDUAL ROOMS. IF SO WHY ARE NO
 SMOKE DETECTORS PROVIDED.
  
 27. NO EMERGENCY LIGHT FIXTURE COULD BE LOCATED NEAR
 MEZZANINE STAIRS.
  
 28. ELECTRICAL PANEL DIRECTORIES ON PAGE E-6.01 NEED TO
 BE COMPLETED.
  
 29. ON PAGE E-7.01, THE FIRE ALARM RISER INDICATES A
 DEDICATED TELEPHONE CONNECTION. PLEASE BE ADVISED THAT
 TWO PHONE LINES ARE REQUIRED WITH 2 RJ31X JACKS.
  
 30. THE FIRE DEPARTMENT CONNECTION SHOWN ON PAGE
 FP-0.02 IS SHOWN IS A DIFFERENT LOCATION AND IS FACING
 TOWARDS THE PARKING AREA INSTEAD OF THE DRIVEWAY.
  
 31. ON PAGE P-2.01 PLUMBING PIPES ARE NOTED IN STAIR
 3.52. THIS IS AN EXIT STAIR.
  
 32. SECUIRTY DEVICES PLANNED FOR DOORS AS ILLUSTRATED
 ON PAGE T-2.05 SHALL COMPLY WITH SPECIAL LOCKING
 ARRANGEMENTS OF THE FLORIDA FIRE PREVENTION CODE.
  
 33. NFPA 75 SHALL BE NOTED ON THE PLANS. THE IT ROOM
 AND THE MIS ROOM SHALL COMPLY WITH THE REQUIREMENTS OF
 NFPA 75.
  
  
 DENIED
  
  
 MIKE CARSILLO, BATTALION CHIEF
 BUREAU OF FIRE PREVENTION
 804-4709 PHONE
 804-4774 FAX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2010-03-31 Cont ID  
Sent By btrobaug Date 2010-03-31 Time 13:16 Rev Time 0.00
Received By btrobaug Date 2010-03-03 Time 08:46 Sent To  
Notes
2010-03-03 08:47:16C31
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 2010-03-16 Cont ID  
Sent By rkussner Date 2010-03-16 Time 16:46 Rev Time 0.00
Received By rkussner Date 2010-03-16 Time 16:46 Sent To  
Notes
2010-03-16 16:59:48***LANDSCAPE REVIEW FAILED***
  
 PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN WRITTEN
 FORMAT.
  
 1. PLEASE SUBMIT TWO COPIES OF A COMPLETE LANDSCAPE
 PLAN, SIGNED AND SEALED BY A REGISTERED LANDSCAPE
 ARCHITECT, BASED UPON ARTICLE XIV OF THE ZONING AND
 LAND DEVELOPMENT REGULATIONS. LANDSCAPING AND
 IRRIGATION REQUIRE SEPARATE PERMITS.
  
 2. PLEASE PROVIDE THE TABULATION NECESSARY FOR THE
 EVALUATION OF COMPLIANCE WITH ARTICLE XIV OF THE ZONING
 AND LAND DEVELOPMENT REGULATIONS, INCLUDING THE
 XERISCAPE DESIGN OPTIONS.
  
 3. PURSUANT TO SECTION 94-448 (D) (2), THE LANDSCAPE
 PLAN SHALL INCLUDE ALL OF THE ITEMS ENUMERATED IN THIS
 SECTION.
  
 4. SUBMIT A CERTIFIED COST ESTIMATE THAT INCLUDES THE
 TOTAL COST OF ALL LANDSCAPE MATERIALS AND LABOR, BROKEN
 DOWN INTO UNIT COST.
  
 5. A TREE ALTERATION PERMIT IS REQUIRED. PLEASE
 IDENTIFY ALL EXISTING TREES AND INDICATE WHICH WILL
 REMAIN IN PLACE, BE REMOVED OR BE RELOCATED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT ROBERT
 KUSSNER @ (561) 822-1462.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2010-03-16 Cont ID  
Sent By hmoser Date 2010-03-16 Time 07:17 Rev Time 0.00
Received By hmoser Date 2010-03-16 Time 07:17 Sent To  
Notes
2010-03-16 08:09:40PLAN DENIED
 1) NOTE PLANS SUBMITTED ARE REQUIRED TO BE SIGNED ,
 DATED AND SEALED BY THE DESIGNERS OF RECORD .
 2) PLEASE PROVIDE ENERGY CALCULATIONS AND LOAD
 CALCULATIONS WITH THE PLANS .
 3) PLEASE SUBMIT A COMPLETE SET OF MECHANICAL PLANS
 INCLUDING DUCT SIZE , EXHAUST DUCT , EXHAUST
 TERMINATION , FRESH AIR AND FRESH AIR CALCULATIONS .
 4) PLEASE PROVIDE A PIPING PLAN FOR SOLLAR PANELS ON
 THE ROOF .
 5) IN REGARDS TO PAGE M-103 OF THE PLANS PLEASE REFER
 TO SECTION 304.10 GUARDS . 2007 FBC (M)
 6) PLEASE REFER TO SECTION 306.5 EQUIPMENT AND
 APPLIANCES ON ROOFS OR ELEVATED STRUCTURES . 2007 FBC
 (M)
 7) PLEASE REFER TO SECTION 301.12 WIND RESISTANCE .
 2007 FBC (M)
 8) PLEASE REFER TO TABLE 1509.7 CLEARANCE BELOW RAISED
 ROOF MOUNTED MECHANICAL UNITS . 2007 FBC
 PLAN REVIEW BY HAROLD MOSER 561-805-6732
Review Stop P PLUMBING
Rev No 1 Status F Date 2010-03-30 Cont ID  
Sent By lwagner Date 2010-03-30 Time 09:26 Rev Time 0.00
Received By lwagner Date 2010-03-30 Time 08:43 Sent To  
Notes
2010-03-30 09:19:00PLAN DENIED
 1) NOTE PLANS SUBMITTED ARE REQUIRED TO BE SIGNED ,
 DATED AND SEALED BY THE DESIGNERS OF RECORD .
 2) PLEASE PROVIDE ISOMETRIC DRAWINGS FOR THE FOLLOWING:
 SANITARY, GREASE WASTE, WATER PIPE, ROOF DRAIN AND
 EMERGENCY OVERFLOW PIPE, FUEL GAS PIPE, HURRICANE
 SANITARY AND WATER LINES.
 3) SHEET P-102 SINK IN 3.29 NOT TO BE PART OF WET VENT.
 SINK IN 3.90 NOT TO BE PART OF WET VENT FBC PLUMBING
 2007 "ONLY THE FIXTURES WITHIN THE BATHROOM GROUPS
 SHALL CONNECT TO THE WET-VENTED HORIZONTAL BRANCH
 DRAIN. ANY ADDITIONAL FIXTURES SHALL DISCHARGE
 DOWNSTREAM OF THE WET VENT".
 4) PLEASE SHOW DETAIL OF BACKFLOW PROTECTION FOR THE
 INTERCONNECTION OF HURRICANE AND DOMESTIC WATER.
 5) FUEL GAS REQUIREMENTS:
 1. SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS ALL
 CUT SECTIONS OF PIPE AND CORRESPONDING LENGTHS PER
 FBC-2007 FUEL GAS.
 2. SHOW TYPE OF PIPING MATERIAL BEING INSTALLED, ALL
 PIPE SIZES, AND THE EDH NUMBER OF CORRUGATED STAINLESS
 STEEL TUBING FOR EACH PIPE SIZE IF BEING USED.
 3. TYPE OF GAS, (LP OR NATURAL).
 4. BTU LOAD OF EACH APPLIANCE AND THE TOTAL BTU LOAD ON
 THE SYSTEM. REFER TO THE FBC-2007 FUEL GAS SECS. 401.8
 THRU 402.6.1 AND TABLES 402.4(1) THRU 402.4(35)
 5. SHOW THE DISTANCE FROM THE POINT OF DELIVERY,
 (METER), TO THE MOST REMOTE OUTLET IN THE BUILDING
 AND/OR SYSTEM PER THE FBC-2007 FUEL GAS APPENDIX A ???
 USE OF CAPACITY SECTION A.3.1(4)
 6. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE
 FBC-2007 FUEL GAS CODE SEC. 304
 7. INDICATE THE DELIVERY PRESSURE (PSI) PER FBC-2007
 FUEL GAS SEC. 402.2. IF NATURAL GAS SPECIFY .5 PSI OR 2
 PSI.
 8. SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE AND
 TERMINATION OF THE GAS VENTS PER FBC-2007 FUEL GAS CODE
 SEC. 502 THRU 505.
 9. SUBMIT MANUFACTURE SHEETS FOR ALL GAS EQUIPMENT TO
 VERIFY COMPLIANCE WITH STANDARDS NFPA 54, NFPA 58, AND
 FBC-2007 FUEL GAS SEC. 402.2
 10. CLEARLY SHOW THE LOCATION AND CAPACITY OF LP
 TANK(S), TYPE OF TANK (DOT OR ASME), THE DISTANCE OF
 THE TANK FROM THE BUILDING AND ADJACENT PROPERTY LINES
 THE DISTANCE OF THE TANK FROM ALL SOURCES OF IGNITION,
 OTHER CONTAINERS, BUILDINGS, AND THE LOCATION OF ANY
 BUILDING OPENINGS BELOW THE RELIEF VALVE OF THE TANK
 PER NFPA 58, TABLE 3-2.2.2.
 11. CLEARLY INDICATE ON THE PLAN IF THE LP TANK IS
 ABOVE OR BELOW GROUND, AND SHOW REQUIRED PROTECTION OF
 THE TANK AND APPURTENANCES PER NFPA 58. IF THE TANK IS
 BELOW GROUND THE CONTAINER SHALL BE SECURELY ANCHORED
 PER NFPA 58 SECTION 3-2.2.7(H).
 12. EMERGENCY HOOD SHUT DOWN SHUT OFF VALVE TO BE BELOW
 CEILING. MANUAL SHUT OFF VALVE TO BE UPSTREAM. UNION TO
 BE DOWN STREAM OF MANUAL VALVE.
  
 REVIEW BY LARRY WAGNER
 CHIEF PLUMBING
 (561) 805-6692
 FAX (561) 653-2692
 E-MAIL [email protected]
  
  
  
  
  
  
  
  
  
  
Review Stop Z ZONING
Rev No 1 Status F Date 2010-03-23 Cont ID  
Sent By jroach Date 2010-03-23 Time 14:06 Rev Time 0.00
Received By jroach Date 2010-03-23 Time 14:06 Sent To  
Notes
2010-03-23 14:11:30ZONING PLAN REVIEW
  
 PERMIT NO.: 10030034
 ADDRESS: 700 NORTH CONGRESS
 CONTRACTOR/CONTACT: JEFF HALVERSON
 TELEPHONE NO.: 561.494.1092
 SCOPE OF REVIEW: CONSTRUCT 25,000 SQUARE FOOT 2-STORY
 FIRE STATION AND EMERGENCY OPERATIONS CENTER.
  
 REVIEW STATUS: FAILED
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1) AN APPLICATION FOR A FORMAL SITE PLAN REVIEW SHALL
 BE SUBMITTED TO, AND APPROVED THROUGH, THE CITY???S
 PLANNING AND ZONING DEPARTMENT PRIOR TO THE ISSUANCE OF
 A BUILDING PERMIT. ALL COMMENTS FROM THE PLANNING AND
 ZONING DEPARTMENT WILL BE PROVIDED THROUGH THAT
 PROCESS.
  
 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
 PLANNING AND ZONING DEPARTMENT
 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
  


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