Date |
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2017-04-11 11:28:28 | BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 16120880 |
| ADD: 3200 N. CONGRESS / TENNIS CENTER BUILDING |
| CONT: HEDRICK BROTHERS |
| TEL: 561-308-2954 |
| E-MAIL: [email protected] |
| |
| 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
| |
| 2ND REVIEW |
| DATE: TUES. APRIL 11/ 2017 |
| ACTION: DENIED |
| |
| 1) 2ND REQUEST. A TRUE SITE ADDRESS WILL BE REQUIRED |
| BEFORE THE PERMIT CAN BE ISSUED. THIS SITE HAS BEEN OR |
| IS THE PROCESS OF BEING REPLATED WITH NEW STREET NAMES; |
| THE PERMIT APPLICATION USED THE STREET NAME OF N. |
| CONGRESS WHEREAS SHEET A-1.101 SHOWS THE STREET |
| DIRECTLY IN FRONT OF THE BUILDING NAMED RESORT COURT. . |
| CITY MUNI CODE SEC.78-6 (1-7). THE SUBMITTED ADDRESS |
| WILL BE REASSIGNED BY CONTACT: |
| MICHAEL ORIO GIS SUPPORT SPECIALIST/ INFORMATION |
| TECHNOLOGY |
| TEL: 561-494-1040 |
| E-MAIL: [email protected] |
| |
| 2) BUILDING PROVISO: THIS PROJECT QUALIFIES FOR ART IN |
| PUBLIC PLACES. THE CITY OF WEST PALM BEACH ART IN |
| PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES TO ANY |
| REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH THE |
| PERMIT APPLICATION WAS SUBMITTED AFTER 6/29/14, AND THE |
| TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR |
| GREATER THAN $750,000 WILL NEED TO COMPLY WITH THIS |
| ORDINANCE. |
| PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND |
| CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V, |
| ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION |
| 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL |
| PROJECT CONSTRUCTION COST. |
| PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE |
| V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND |
| NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO |
| THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE |
| PROJECTS. |
| FOR CONTACT INFORMATION PLEASE CONTACT: |
| MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR |
| 822-1515 E-MAIL: [email protected] |
| |
| 3) 2ND REQUEST. THIS PROJECT THE TENNIS CENTER BUILDING |
| IS EVALUATED AT $783420.00 DOLLARS. UNDER THE MAIN |
| BUILDING PERMIT THE VALUES FOR THE, |
| GROUNDWATER-DEWATERING, EXCAVATING, DE-MUCKING AND |
| BACKFILL FOR THE BUILDING, MECHANICAL, ELECTRICAL, |
| PLUMBING & ROOFING SUB-PERMITS ARE INCLUDED. PLEASE |
| NOTE THIS REVIEW IS FOR THE BUILDING ONLY, NOT FOR ANY |
| SITE AMENITIES OR PARKING LOTS. |
| |
| ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, EXHAUST |
| HOODS, ANSUL SYSTEMS OR ALTERNATIVE AUTOMATIC |
| FIRE-EXTINGUISHING SYSTEMS , WALK IN COOLERS & |
| FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL |
| TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED |
| SUB-PERMITS, AWNING, CANOPY, FENCE, LANDSCAPE , |
| IRRIGATION, AUGER CAST PILE AND OR FOUNDATION OR |
| STRUCTURE ONLY PERMIT WILL BE SEPARATE REVIEWS AND |
| ASSOCIATED FEES WITH EACH PERMIT. |
| |
| PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE |
| ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE |
| STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE |
| REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE |
| BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE |
| BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR |
| THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE |
| PRIME OR MASTER PERMIT. |
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| 4) SEMI-COMPLIED. ONE SET OF PLANS IS SIGNED AND |
| SEALED. THE 2ND SET OF PLANS ARE SIGNED BUT THE SEAL ON |
| THE PLANS IS NOT EMBOSSED ENOUGH TO BE LEGIBLE. THE |
| SEAL IS NOT A COLORED SEAL. |
| 1ST ROUND OF COMMENTS. ALL SHEETS SIGNED BY THE |
| ARCHITECT DANIELE E. ADACHE THE DESIGNER HAS USED AN |
| INK STAMP FOR THE REQUIRED WRITTEN SIGNATURE. FL ADMIN |
| CODE 61G16.003 ARCHITECTS. PLANS ARE TO BE SIGNED WITH |
| A FULL SIGNATURE FROM THE ARCHITECT OF RECORD PER |
| 481.221 WITH A MINIMUM OF FIRST AND LAST NAME AS SHOWN |
| ON THE ARCHITECTS' LICENSE, FAC 61G1-16.003 |
| |
| 5) 2ND REQUEST. PLANS THAT STILL SHOW THE FINISH FLOOR |
| IN NAVD: |
| A-0.0.02 UNDER THE HEADING PROJECT COMPONENTS/ BUILD. |
| HEIGHT, |
| A-1.3.01 IS GIVEN BOTH NGVD AND NAVD. THE FLOOR PLAN IS |
| NGVD, THE HEADING BUILDING HEIGHT IN NAVD |
| 1ST ROUND OF COMMENTS. DISCREPANCY IN PLANS. SHEET |
| 1-1.1.02 VERSES A-1.3.0.1. SHEET A-1.1.02 INDICATES THE |
| FINISH FLOOR ELEVATION AS 18.00 FT. NGVD WHEREAS SHEET |
| A-1.3.0.1 THE FINISH FLOOR HEIGHT IS EXPRESSED AS 22.00 |
| FT. NAVD88. THE CITY OF WEST PALM BEACH IS STILL |
| WORKING OFF OF THE FIRM MAPS DATED MARCH 1/ 1979. |
| PLEASE UPDATE PLANS TO NGVD. 107.2.1.3 ADDITIONAL |
| INFORMATION IS REQUIRED. DISCREPANCY IN PLANS. |
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| 6-7) COMPLIED. |
| |
| 8) 2ND REQUEST. RESPONSE INDICATES THE SURVEY IS TO BE |
| SUBMITTED UNDER SEPARATE COVER. PLEASE REFER TO; |
| 4X FEE NOTICE!!!!! FLORIDA STATUTE 553.80(2)(B) WITH |
| RESPECT TO EVALUATION OF DESIGN PROFESSIONALS? |
| DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN |
| ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING |
| CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS |
| REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO |
| CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY |
| NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO, |
| EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY, |
| ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL, |
| MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER |
| REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING |
| COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL |
| GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH |
| REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION, |
| A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE |
| PERMIT FEE ATTRIBUTED TO PLANS REVIEW. |
| |
| 1ST ROUND OF COMMENTS. IN THE ARCHITECTURAL SET OF |
| PLANS THERE IS AN OVERALL MASTER SITE PLAN FOR THE |
| DEVELOPMENT AND A SITE PLAN. THE CIVIL PLANS SHEET 4 OF |
| 9 SHOWS THE LOCATION OF THE PROPOSED TENNIS PAVILION, |
| BUT THERE IS NO SURVEY IN THIS REVIEW CYCLE GIVING THE |
| LOCATION OF PROPERTY LINES AND THE DISTANCE FROM THE |
| BUILDING TO SUCH PROPERTY LINES. |
| 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| 107.3.5.1 COMMERCIAL BUILDINGS: |
| . 107.3.5.1.1 COMMERCIAL BUILDINGS: BUILDINGS-SURVEY. |
| CANNOT VERIFY: |
| 2014 FBC-B TABLE 602 FIRE-RESISTANCE RATING |
| REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE |
| SEPARATION DISTANCE |
| 2014 FBC-B TABLE 705.8. MAXIMUM AREA OF EXTERIOR WALL |
| OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE |
| OF OPENING PROTECTION |
| |
| 9) SHEET S-0.00 FOUNDATION NOTES 310000: |
| |
| 9A) 2ND REQUEST. RESPONSE INDICATES THAT THE REVISED |
| GEOTECHNICAL REPORT THAT ADDRESSES THE EXTENT OF THE |
| ONSITE SOILS ENGINEER TO BE SUBMITTED UNDER SEPARATE |
| COVER IN RESPONSE TO THIS COMMENT. |
| 4X FEE NOTICE!!!!! FLORIDA STATUTE 553.80(2)(B) WITH |
| RESPECT TO EVALUATION OF DESIGN PROFESSIONALS? |
| DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN |
| ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING |
| CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS |
| REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO |
| CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY |
| NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO, |
| EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY, |
| ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL, |
| MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER |
| REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING |
| COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL |
| GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH |
| REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION, |
| A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE |
| PERMIT FEE ATTRIBUTED TO PLANS REVIEW. |
| |
| 1ST ROUND OF COMMENTS. NOTES INDICATE THAT ALL SOILS |
| BEARING ARE TO BE INSPECTED & APPROVED BY A |
| GEOTECHNICAL ENGINEER. IN UNIVERSAL ENGINEERING |
| GEOTECHNICAL ENGINEERING REPORT SUBMITTED THE SOILS |
| ENGINEER FOUND IN (3) SOILS SAMPLES ORGANIC SOILS |
| CONTENTS RANGING FROM 10.6 TO 67.6 PERCENT AND FROM A |
| DEPTH OF 6 FEET TO 12 FEET BELOW GRADE. WE HAVE NO |
| DOCUMENTATION FROM THE CONTRACTOR OR SOILS ENGINEER |
| THERE WILL BE A ONSITE |
| SOILS ENGINEER DURING THE REMOVAL OF THE ORGANIC SOILS, |
| AND REPLACED WITH A GOOD QUALITY FILL ACCORDING TO THE |
| SPECIFICATIONS AND PROCEDURES OUTLINED IN THE SITE |
| PREPARATION SECTION OF THE SUBMITTED SOILS REPORT. |
| BASED ON THE SOILS ENGINEERS RECOMMENDATION FOR |
| DEWATERING OF THE BUILDING SITE , OVER EXCAVATION, |
| PLACEMENT OF FILL THERE SHALL BE QUALIFIED PERSONNEL |
| AND EQUIPMENT TO MONITOR THE DEVELOPMENT OF THE SITE |
| BUILDING PAD AS DESCRIBED IN SECTION 4.5 OF THIS |
| REPORT. FBC-B 1803.4 QUALIFIED REPRESENTATIVE & |
| 1803.5.8 COMPACTED FILL MATERIALS. |
| |
| 9B) BUILDING PROVISO, DEFERRED SUBMITAL: CONTRACTOR TO |
| FURNISH THE DE-WATERING PLAN AND BE REVIEWED BY THE |
| DESIGN PROFESSIONAL OF RECORD AND THEIR SHOP DRAWING |
| STAMP OF APPROVAL ON THE DOCUMENT BEFORE BEING |
| FORWARDED TO THE BUILDING DEPARTMENT. |
| THE SECOND ISSUE WITH THE PREPARING FOR DE-MUCKING IS A |
| DE-WATERING PLAN. TO DATE NO PLAN/ REPORT HAS BEEN |
| SUBMITTED PROVIDING A METHOD OF DEWATERING & |
| CALCULATIONS FOR THE APPROPRIATE SYSTEM AND ARE THE |
| SOLE RESPONSIBILITY OF THE CONTRACTOR. DEPENDING ON THE |
| TIME OF YEAR THE WATER TABLE WOULD BE 2 FT. TO 4 FT. |
| BELOW GRADE AND ORGANIC MATERIALS WERE FOUND IN BORING |
| # 3 TO A DEPTH OF 12 FEET BELOW GRADE. THE SUBMITTED |
| SOILS REPORT REQUEST THAT THE GROUND WATER SHOULD BE |
| CONTROLLED TO A DEPTH OF AT LEAST 2 FEET BELOW THE |
| BOTTOM OF THE EXCAVATION DURING THE ENTIRE DEMUCKING |
| OPERATION. 1803.5.4 GROUND-WATER TABLE. |
| |
| 10A) SEMI-COMPLIED. 2ND REQUEST. SHEETS A-1.2.01 VERSES |
| SHEET S-2.01. THE RESPONSE INDICATES THE INTENT OF THE |
| PLANS BUT THE RESPONSE DOES NOT GO OUT TO BE PART OF |
| THE PERMITTED SET OF DOCUMENTS. PLEASE SHOW THE FINISH |
| GRADE AND ROUGH GRADE AT ALL OF THE EGRESS DOORS. THE |
| RESPONSE INDICATES THERE IS TO BE SAND SET PAVER AT |
| DOOR EXITS 1 & 2 WITH THE DECK TERMINATING ? INCH BELOW |
| FINISH FLOOR. THIS IS NEW WORK AND MUST MEET THE |
| REQUIREMENTS OF 303.2 AND 303.3 OF THE 2014 FBC-ACCESS. |
| CODE. SHEET A-6.2.01 THE DOOR SCHEDULE FOR THE 3 EGRESS |
| DOORS ( 100, 102 & 105) ALL HAVE HARDWARE TYPE # 1. NO |
| DOOR THRESHOLD IS SPECIFIED, PLANS INDICATE THE BALANCE |
| OF HARDWARE BY DOOR MANUFACTURER, THE DOOR HARDWARE |
| WOULD NOT BE IDENTIFIED UNTIL THE DOOR PRODUCT APPROVAL |
| WAS SUBMITTED AND THE CONTRACTOR WILL NEED TO IDENTIFY |
| THE THRESHOLD FOR ACCESSIBILITY REQUIREMENT 404.2.5 |
| 2014 FBC-ACCESSIBILITY CODE. |
| 1ST ROUND OF COMMENTS. PLEASE REVIEW SHEETS A-1.2.01 |
| VERSES SHEET S-2.01 FOR ACCESSIBLE EXITS. SHEET S-2.01 |
| SHOWS: |
| EXIT # 1 TO BE -0FT. 4 INCHES BELOW FINISH FLOOR |
| SIGNAGE REQUIRED, WHERE THE ACCESSIBLE EGRESS IS |
| LOCATED. |
| 2014 FBC-ACCESSIBILITY CODE 216.3 DIRECTIONAL AND |
| INFORMATION SIGNS AND 216.4 MEANS OF EGRESS. |
| EXIT # 2 TO BE -0 FT. 03/4 INCH BELOW FINISH FLOOR |
| COMPLY WITH ACCESS. CODE 303.2. |
| EXIT # 3 TO BE HEIGHT UNKNOWN, NOT SHOWN ON PLANS. |
| 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| |
| 10B) SEE COMMENT ABOVE. THE CARD ROOM # 103 HAS AN |
| OCCUPANT LOAD > THAN 50 REQUIRING (2) EXITS. PLEASE |
| SHOW COMPLIANCE WITH 2014 FBC-ACCESSIBILITY CODE 207.1 |
| ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH THE 2003 |
| IBC SECTION 1007. 2003 IBC-B 1007.1. WHERE 2 OR MORE |
| MEANS OF EGRESS IS REQUIRED BY SECTION 1014.1 OR 1018.1 |
| FROM ANY ACCESSIBLE PORTION OF THE SPACE SHALL BE |
| SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS. |
| |
| 11) BUILDING PROVISO DEFERED SUBMITTAL: THE CONTRACTOR |
| HEDRICK BROTHER HAS SUBMITTED A REQUEST FOR DEFERRED |
| SUBMITTALS PER 2014 FLORIDA BUILDING CODE W 2014 WEST |
| PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| CHAPTER 1, ADMINISTRATION 107.3.4.2 DEFERRED |
| SUBMITTALS; |
| 1) WOOD TRUSSES- SHOP DRAWINGS AND ENGINEERING SHEETS |
| OF TRUSSES |
| 2) ALUMINUM LOUVERS |
| 3) EXTERIOR WINDOWS AND DOORS |
| 4) ROOFING ASSEMBLIES |
| 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.. |
| |
| 12)COMPLIED. SHEET A-3. 2014 FBC-ACCESSIBILITY CODE |
| 404.2.6. |
| |
| 13) 2014 FBC-ENERGY CODE COMMERCIAL BUILDINGS C401.2 |
| BUILDINGS CAN COMPLY WITH ASHRAE 90.1-2010(2014) ENERGY |
| CONSERVATION, ENERGY GAUGE SUMMIT V5.20 INPUT DATA |
| REPORT, MATERIALS USED: |
| |
| 13A) 2ND REQUEST. WALLS EXTERIOR, THE INPUT REPORT |
| INDICATES ON EXTERIOR WALLS, 8 INCH CMU WITH 3/4 INCH |
| ISO (ISO, (POLYISOCYANURATE INSULATION) BETWEEN @24 |
| INCHES O.C. AND 1/2 INCH GYPSUM. THE PLANS SHEETS |
| A-3.1.01 & A-3.1.02. NOW SHOW 1.5 INCH R-6.5 BATT |
| INSULATION AS MANUFACTURED BY OWENS CORNING OR APPROVED |
| EQUAL. THIS IS A DISCREPANCY IN PLANS 107.2.1.3. 2014 |
| WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| CODE, CHAPTER 1, ADMINISTRATION 107.2.1.3: W.P.B. |
| ADMINISTRATIVE CODE/2014 DRAWINGS & SPECIFICATIONS |
| SHALL CONTAIN INFORMATION, SUCH INFORMATION SHALL BE |
| SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE CITED AS |
| A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR ITS |
| EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC |
| INFORMATION". |
| |
| 13B) COMPLIED. ROOFING INSULATION. |
| |
| 13C)2ND REQUEST. IN THE INPUT DATA REPORT FOR EACH |
| ELEVATION THERE ARE DISCREPANCIES IN THE AMOUNT OF |
| WINDOWS, THE SIZE OF THE OPENINGS FOR EACH ELEVATION. |
| ONE SET OF PLANS MARKED UP. |
| 1ST RESPONSE. THE INPUT REPORT INDICATES A TOTAL OF |
| 772.4 SQUARE FEET WHEN THE GLAZED AREAS ARE TOTALED. |
| FROM THE ELEVATIONS THE TOTAL GLAZED OPENINGS |
| (INCLUDING DOORS) IS 1141 (APPROXIMATELY) SQUARE FEET? |
| WHY SUCH A DISCREPANCY? 107.2.1.3 ADDITIONAL |
| INFORMATION IS REQUIRED. |
| |
| 14) IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE |
| ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY. |
| THE ACTUAL PERMIT SET OF PLANS MUST BE STAMPED BY THAT |
| OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE |
| PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| INFORMATION. |
| |
| 15) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| REVISION & REMOVE ANY VOIDED SHEETS & 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. |
| |
| A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| THIS REVIEW. |
| |
| JAMES A. WITMER BN, PX, CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES |
| DEPARTMENT |
| 401 CLEMATIS ST. |
| WEST PALM BEACH. FL 33402 |
| TEL: 561-805-6715 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
| |
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