| Date |
Text |
| 2016-05-14 15:20:06 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15100992 WAWA GAS CANOPY |
| | 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. |
| | |
| | 3RD REVIEW |
| | DATE: SAT. MAY 14/2016 |
| | ACTION: DENIED |
| | |
| | 1) COMPLIED. SITE PLAN SUBMITTED. |
| | |
| | 2) 3RD REQUEST. ONLY 2 SOILS REPORTS WERE SUBMITTED AND |
| | PLANS FOR THE CONVENIENCE STORE, NONE FOR THE CANOPY. . |
| | IF THE CONVENIENCE STORE HAS A DIFFERENT CONTRACTOR |
| | THAN THE CANOPY 3 SETS OF PLANS AND SOILS REPORTS WILL |
| | BE NEEDED FOR EACH CONTRACTOR AS WELL AS FOR THE |
| | UNDERGROUND TANK CONTRACTOR. |
| | |
| | SEMI-COMPLIED. SUBMITTED SOILS REPORT FOR A |
| | QUESTIONABLE SOIL ZONE .SEE COMMENTS FROM 2ND REVIEW ON |
| | VARYING DEPTHS OF SUSPECTED BURIED DEBRIS. |
| | |
| | 2A) 3RD. REQUEST. 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. |
| | THE RESPONSE LETTER COMES FROM MOLLI LINDSEY NOT THE |
| | STRUCTURAL ENGINEER OF RECORD. PLEASE ALLOW THE |
| | STRUCTURAL ENGINEER TO WRITE THEIR OWN RESPONSE. TO |
| | DATE THE BUILDING DEPARTMENT HASN'T RECEIVED |
| | DOCUMENTATION THERE IS A SOILS ENGINEER INVOLVED IN THE |
| | MEDIATION OF THE SOILS NOR A CONTRACTOR HAS HIRED A |
| | GEOTECHNICAL FIRM. |
| | |
| | |
| | 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. |
| | |
| | 2A) 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. |
| | |
| | 3) 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. |
| | |
| | 3A) 3RD REQUEST. 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. |
| | |
| | 3B) 3RD REQUEST. 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. |
| | |
| | 3C) 3RD REQUEST. THE CONTRACTOR WILL PRODUCE A JOB |
| | SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION. |
| | |
| | 3D) 3RD REQUEST. NOTE FOR PAPER PLANS 3 SETS OF |
| | DOCUMENTS ARE REQUIRED. |
| | |
| | 3E) NOTICE ONLY. PLEASE CALL THE CITY OF WEST PALM |
| | BEACHS AUTOMATED TELEPHONE INSPECTIONS LINE (561) |
| | 805-6700) FOR IN-PROGRESS INSPECTIONS FOR AUDITING OF |
| | JOBSITE INSPECTIONS. |
| | |
| | 4) COMPLIED, UNDERGROUND TANKS TO BE INSTALLED BEFORE |
| | CANOPY FOUNDATION CAN START. |
| | |
| | 5)PROVIO: DEFERRED SUBMITTALS. BELOW IS A LIST OF |
| | COMPONENTS AND CLADDING FOR PRODUCT APPROVALS THAT CAN |
| | BE SUBMITTED NOW OR MAY BE CONSIDERED A DEFERRED |
| | SUBMITTAL (107.3.4.2.) 2010 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: |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | PRE-ENGINEERED METAL PANEL DECKING |
| | PRE-ENGINEERED LAMINATED PANEL DECKING |
| | |
| | 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. |
| | |
| | 6) 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. |
| | |
| | 7) 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 |
| | E-MAIL: [email protected] |
| | |
