| Date |
Text |
| 2016-01-12 08:42:19 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15060558 FERRIC CHLORIDE FACILITY |
| | ADD: 4395 EASLEY ST. |
| | CONT: TBD/ POOLE & KENT |
| | CONTACT: KURT PFEFFER, P. E. |
| | TEL: (561)997-8070 |
| | E-MAIL: [email protected] |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 2ND REVIEW |
| | DATE: TUES. JAN. 12/2016 |
| | ACTION: DENIED |
| | |
| | NOTE: SPECIFICATION BOOKS WILL NOT BE REVIEWED AS PART |
| | OF ANY PLAN REVIEW IF SUBMITTED THEY GET STAMPED VOID. |
| | |
| | 1-5) COMPLIED. |
| | |
| | 6A-D) BUILDING PROVISO: 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. |
| | |
| | SHEET 0334-S-FER-01: |
| | 6A) NOTE # 3 INDICATES THE PRE-ENGINEERED METAL |
| | BUILDING SHALL BE DESIGNED PER THE 2010 FBC-B AND LIVE |
| | LOADS SHOWN ON DRAWINGS S-GEN-01. PLEASE PROVIDE THE |
| | SHOP DRAWINGS FOR THIS STRUCTURE, TO BE REVIEWED BY THE |
| | ENGINEER OF RECORD AND STAMPED WITH THEIR SHOP DRAWING |
| | STAMP OF APPROVAL. |
| | |
| | 6B) NOTE THIS BUILDING HAS A METAL ROOF PANEL SYSTEM |
| | ANCHORED TO PURLINS. PLEASE PROVIDE THE SPACING FOR THE |
| | PURLINS AND PRODUCT APPROVAL AS REQUIRED BY: 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) (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | |
| | 6C) 2010 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.. |
| | |
| | 6D) SHEET 0334-S-FER-01 NOTE # 3 INDICATES THE |
| | PRE-ENGINEERED METAL BUILDING SHALL BE DESIGNED PER THE |
| | 2010 FBC-B WIND PROVISIONS PLEASE PROVIDE THE POSITIVE |
| | AND NEGATIVE PRESSURES FOR A OPEN BUILDING FOR ROOF |
| | ZONES 1, 2 & 3 FOR A BUILDING OF THIS HEIGHT. |
| | COMPONENTS & CLADDING PRESSURES POSITIVE & NEGATIVE |
| | TABLE 1609.2(2) . |
| | |
| | 7) 2ND REQUEST. |
| | PLEASE PROVIDE THE MSDS SHEETS FOR FERRIC CHLORIDE TO |
| | SEE IF THIS CHEMICAL IS CONSIDERED A HAZARDOUS MATERIAL |
| | IN THE QANITIES TO BE STORED AT THIS SITE. PLEASE |
| | PROVIDE HOWL THIS CHEMICAL WILL BE STORED, LIQUID, |
| | UNDER PRESSURE, PER CENT OF CONCENTRATION. THIS |
| | CHEMICAL IS CONSIDERED A CORROSIVE, HOW WILL IT BE |
| | CONTAINED TO NOT EAT UP THE METAL SUPPORTS AND BUILDING |
| | ROOF? 2010 FBC-B (F) TABLE 414.2.5(1)(1) CORROSIVES. |
| | |
| | F] 415.9 GROUPS H-3 AND H-4. GROUPS H-3 AND H-4 SHALL |
| | BE CONSTRUCTED IN ACCORDANCE WITH THE APPLICABLE |
| | PROVISIONS OF THIS CODE AND THE FLORIDA FIRE PREVENTION |
| | CODE. |
| | |
| | PLEASE PROVIDE HOW COMPLIANCE WITH NFPA 1 SECTION 60, |
| | TABLE 60.2.6.5 FOR CORROSIVE IN A CLOSED SYSTEM ONLY |
| | ALLOWS 500 GALLONS AND STORAGE 1950 GALLONS. |
| | |
| | THE 2 TANKS TOTAL CAPACITY IS 32,000 GALLONS OR 4,278 |
| | SQ. FT. THE SECONDARY CONTAINMENT WILL ONLY HOLD 2,879 |
| | CU. FT. IT WOULD SEAM THE CONTAINMENT TANK WOULD NEED |
| | TO BE LARGER, PLEASE PROVIDE WHERE NFPA GIVES RELEAF TO |
| | THIS REQUIREMENT PLEASE? |
| | |
| | 8) 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] |
| | |
| | |
| | |
