| Date |
Text |
| 2016-02-21 09:45:06 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15100991 WAWA CONVENIENCE STORE |
| | ADD: 1520 BELVEDERE RD. |
| | CONT: TBD( TO BE DETERMINED) |
| | TEL: 407-661-9100 X2462 |
| | E-MAIL: [email protected] |
| | |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 2ND REVIEW |
| | DATE: SUNS. FEB. 21/2015 |
| | ACTION: DENIED |
| | |
| | 1) PROVISO: 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 |
| | 7/1/14, AND THE TOTAL PROJECT CONSTRUCTION COSTS ARE |
| | EQUAL TO OR GREATER THAN $500,000. 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 |
| | |
| | 2) COMPLIED. SITE PLAN SUBMITTED |
| | |
| | 3) SEMI-COMPLIED. SUBMITTED SOILS REPORT FOR A |
| | QUESTIONABLE SOIL ZONE . |
| | |
| | THE STRUCTURAL ENGINEER OF RECORD IT APPEARS HAS NOT |
| | SEEN THE SOILS REPORT WHICH REFERENCES THERE BEING A |
| | WASTE LANDFILL THICKNESS VARYING UP TO 23 FEET THICK |
| | WITH AN AVERAGE THICKNESS OF 10 FEET IN THICKNESS. THE |
| | STRUCTURAL SHEET S1 NOTE A INDICATES NO SOILS REPORT |
| | PROVIDED. PAGE 3 OF THE REPORT INDICATES USING A ERI |
| | TRANSECT FIGURE -1 SHOWS THE ESTIMATED THICKNESS OF THE |
| | SUSPECTED BURIED DEBRIS ON THE ERI TRANSECTS IN PLAN |
| | VIEW IN 5 FT. INCREMENTS FROM PURPLE (THINNEST AT 0 |
| | FEET BLS) TO RED (THICKEST AT OVER 40 FEET BLS). |
| | THE ERI TRANSECT SCANS A1-A4 SHOW THAT THE A-1 SCAN HAS |
| | THE MOST SIGNIFICANT POTENTIAL FOR SETTLEMENT. |
| | |
| | THIS AREA IS ALSO IN A QUESTIONABLE SOILS ZONE SINCE |
| | THERE HAS BEEN MUCK FOUND ALONG THE CANAL JUST EAST OF |
| | THE SITE. THE SOILS TESTING BORING LOGS SHOW THE |
| | BORINGS HAVE ONLY WENT DOWN TEN FEET. |
| | |
| | THE SOILS REPORT ALSO INDICATES THE LOT ELEVATION IS |
| | APPROXIMATELY 15 TO 20 FEET ABOVE THE STREET GRADE |
| | ELEVATION AND THIS LAYER OF SOILS WOULD NEED TO BE |
| | REMOVED FROM THE SITE TO OBTAIN A WORKING GRADE FOR THE |
| | SITE. DEPENDING ON THE TYPE OF SOILS STABELIZATION A |
| | SOILS ENGINEER MAY BE REQUIRED ON SITE ONCE THE TYPE OF |
| | SOILS STABELIZATION IS KNOWN. |
| | |
| | 3A) THE STRUCTURAL ENGINEER OF RECORD PLEASE RESPOND |
| | WHAT STEPS ARE GOING TO BE UNDERTAKEN TO MAKE THIS SITE |
| | A FOR A STABLE FOUNDATION AND BUILDABLE FOR THIS TYPE |
| | OF STRUCTURE. |
| | |
| | 3B) PLEASE ALSO PROVIDE DETAILED INFORMATION WHAT STEPS |
| | WILL ALSO NEED TO STABILIZE THE SOILS AND TO SECURE THE |
| | UNDERGROUND FUEL TANKS AND KEEP THEM SAFE FROM MOVEMENT |
| | AND SETTLEMENT, ONCE THE TANKS ARE FULL. WILL A |
| | DEWATERING PLAN BE SUBMITTED FOR THE INSTALATION OF THE |
| | UNDERGROUND FUEL TANKS? |
| | |
| | COMMENT FROM 1ST REVIEW. 2014 FLORIDA BUILDING CODE W |
| | 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION. 107.3.5.1.1 MINIMUM |
| | PLAN REVIEW CRITERIA FOR COMMERCIAL BUILDINGS. |
| | (8.) STRUCTURAL REQUIREMENTS SHALL INCLUDE: SOIL |
| | CONDITIONS/ANALYSIS |
| | 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE |
| | CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL |
| | IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO |
| | THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING |
| | OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A |
| | GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
| | |
| | 4) THIS PROJECT WILL REQUIRE A RESIDENT INSPECTOR. 2010 |
| | WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER |
| | INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE, |
| | OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED |
| | BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS |
| | OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER |
| | INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR |
| | QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED |
| | FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT |
| | BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING |
| | AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE. |
| | THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY |
| | AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES: 7.) |
| | FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR |
| | METHODS OF CONSTRUCTION STEEL STRUCTURE WHERE EITHER |
| | STEEL IS WELDED OR BOLTED TOGETHER. |
| | |
| | 4A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL |
| | PARTIES NOTARIZED AND RETURNED TO THE BUILDING |
| | DEPARTMENT. FORMS WERE SENT TO: |
| | 1) [email protected] MON. NOV. 23/2015 @ 08:14 AM. |
| | 2) MOLLIL@C-P,COM SUN. FEB. 21/ 2016 @ 07:54 AM. |
| | |
| | 4B) FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME' |
| | OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE |
| | RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS |
| | SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE |
| | WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, |
| | AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES |
| | WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST |
| | MEETING THE ABOVE CRITERIA. |
| | |
| | 4C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| | HISTORY FOR THIS TYPE OF CONSTRUCTION. |
| | |
| | 4D) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE |
| | REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE |
| | PERMIT LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND |
| | BATCH STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO |
| | SETS OF PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR |
| | THE RESIDENT INSPECTOR, THE OTHER FOR THE MEP |
| | INSPECTORS. |
| | |
| | 4E) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED |
| | TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR |
| | IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE |
| | INSPECTIONS. |
| | |
| | 5) COMPLIED. SUBMITTAL: ROOF CURB CLIP CALCULATIONS BY |
| | THOMAS RETSECK P. E. FL. # 46462 |
| | |
| | 6) COMPLIED. THE FRONT COVER SHEET LIST 6 PRODUCT |
| | APPROVALS SUBMITTED: |
| | 1) ATAS DUTCH METAL ROOFING FL 3556R-5 |
| | 2) KAWNEER WINDOW NOA 14-02130.18 |
| | 3) KAWNEER DOOR NOA 14-0602.02 |
| | 4) JAMES HARDI NOA 15-0122.03 |
| | 5) BORAL STONE FL 1504.7 / 100378.05 R-3 |
| | 6) BASF PERMALATH 1000 GLASS FIBER LATH ERS-2429 |
| | |
| | |
| | |
| | |
| | |
| | 7A) BUILDING PROVISO: DEFERRED SUBMITTALS. 2014 FLORIDA |
| | BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION |
| | 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS |
| | SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. |
| | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| | THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | |
| | |
| | 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT |
| | OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) |
| | SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT |
| | WILL REQUIRE PRODUCT APPROVALS: |
| | (31)(A) EXTERIOR DOORS. METAL EXTERIOR DOORS |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES,R-40 ROOF TOP |
| | INSULATION, ASSEMBLIES FOR FLAT ROOF, ROOF TOP |
| | EXHAUST FANS |
| | (E) SHUTTERS- BAHAMA SHUTTERS |
| | (G) PRE-ENGINEERED ROOF TOP A/C STANDS |
| | (H) ROOF TOP LADDER( SHOP DRAWINGS) |
| | |
| | 7B)PROVISO: 107.3.4.1 THOSE PRODUCTS WHICH ARE |
| | REGULATED BY DCA RULE 9N-3SHALL BE REVIEWED AND |
| | APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO |
| | SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | 8-9) COMPLIED |
| | |
| | 10) THE FLOOR PLAN SHEET A1 SHOWS THIS A BUILDING TYPE |
| | VB NON-SPRINKLERED BUILDING. SHOWS VARIOUS WALK IN |
| | COOLERS AND FREEZERS. PLEASE NOTE THEY WILL REQUIRE A |
| | SEPARATE PERMIT. THE ISSUE IS THIS IS A NON-SPRINKLERED |
| | BUILDING. PLEASE REVIEW THE 2014 FBC-B 2603.4.1.2 |
| | (4)COOLERS AND FREEZER WALLS. |
| | 4. BE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM IN |
| | ACCORDANCE WITH SECTION 903.3.1.1. WHERE THE COOLER OR |
| | FREEZER IS WITHIN A BUILDING, BOTH THE COOLER OR |
| | FREEZER AND THAT PART OF THE BUILDING IN WHICH IT IS |
| | LOCATED SHALL BE SPRINKLERED. |
| | |
| | THE EXCEPTION TO THIS IS FOUND UNDER SECTION 2603.4.1.3 |
| | WALK-IN COOLERS. IN NONSPRINKLERED BUILDINGS, FOAM |
| | PLASTIC HAVING A THICKNESS THAT DOES NOT EXCEED 4 |
| | INCHES (102 MM) AND A MAXIMUM FLAME SPREAD INDEX OF 75 |
| | IS PERMITTED IN WALK-IN COOLERS OR FREEZER UNITS WHERE |
| | THE AGGREGATE FLOOR AREA DOES NOT EXCEED 400 SQUARE |
| | FEET (37 M2) AND THE FOAM PLASTIC IS COVERED BY A METAL |
| | FACING NOT LESS THAN 0.032-INCH-THICK (0.81 MM) |
| | ALUMINUM OR CORROSION-RESISTANT STEEL HAVING A MINIMUM |
| | BASE METAL THICKNESS OF 0.016 INCH (0.41 MM). A |
| | THICKNESS OF UP TO 10 INCHES (254 MM) IS PERMITTED |
| | WHERE PROTECTED BY A THERMAL BARRIER. |
| | |
| | 11) 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. |
| | |
| | 12) 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | |
