Date |
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2017-01-20 15:40:59 | 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 |
| |
| 1ST REVIEW |
| DATE: FRI. JAN. 20/ 2017 |
| ACTION: DENIED |
| |
| 1) 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) 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) 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) 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) 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. |
| |
| 6) SHEET A-0.0.02 UNDER THE HEADING PROJECT COMPONENTS, |
| THE REQUIRED PLUMBING FIXTURE COUNT THE OCCUPANCY TYPE |
| IS LISTED AS AN A2 WHEREAS UNDER THE HEADING BUILDING |
| CODE DATA THE OCCUPANCY TYPE IS LISTED AS AN A3 |
| EXERCISE ROOM. PLEASE REVISE THE DISCREPANCY IN THE |
| PLANS. 107.2.1.3 ADDITIONAL INFORMATION REQUIRED. |
| |
| 7) SHEET A-1.2.01 THE CARD ROOM 103 HAS 2 DIFFERENT |
| OCCUPANT LOADS LISTED ON THIS SHEET. IN THE DRAWING THE |
| ROOM 103 THE CARD ROOM SHOWS AN OCCUPANT LOAD OF 71 |
| WHEREAS THE OCCUPANT LOAD TABLE INDICATES THE OCCUPANT |
| LOAD TAKEN AT 7 SQ. FT./ OCCUPANT WITH A LOAD OF 151. |
| DISCREPANCY IN THE PLANS. . 107.2.1.3 ADDITIONAL |
| INFORMATION REQUIRED. NOTE IF A ASSEMBLY OCCUPANCY IS |
| TO BE USED FOR MANY VARIOUS ACTIVITIES THEN THE MOST |
| RESTRICTIVE USE IS TO BE USED FOR THE EXITING |
| REQUIREMENTS. |
| |
| 8) 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) 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) 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) 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) 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. |
| 11A) BUILDING PROVISO: 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 |
| |
| 11B) 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) SHEET A-3.01 IN BOTH THE MENS AND LADIES RESTROOMS |
| IT APPEARS THERE IS LESS THAN 4 FOOT BETWEEN DOORS IN |
| SERIES 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) WALLS EXTERIOR, THE INPUT REPORT INDICATES ON |
| EXTERIOR WALLS, 8 INCH CMU WITH ? INCH ISO BETWEEN @24 |
| INCHES O.C. AND ? INCH GYPSUM. THE PLANS DO NOT SHOW |
| THE USE OF ? INCH ISO, (POLYISOCYANURATE INSULATION). . |
| SEE SHEETS A-3.1.01 NOR A-3.1.02. |
| |
| 13B) ROOFING INSULATION, THE INPUT REPORT INDICATES THE |
| USE OF R-19 INSULATION IN THE ATTIC, NONE OF THE CUT |
| SECTIONS OF THE PLANS SHOW COMPLIANCE. SEE SHEETS |
| A-3.1.01 NOR A-3.1.02. |
| |
| 13C) 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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