| Date |
Text |
| 2017-05-16 13:40:01 | BUILDING PLAN REVIEW |
| | W. P. B. REVISION: 15100102 SUBMITTAL |
| | W. P. B. PERMIT: 15100101 ROOFING/ SUB-PERMIT |
| | MASTER: 14120431 |
| | ADD: 312 23RD ST. |
| | CONT: THERMA SEAL ROOF |
| | TEL: (561) 223-2096 |
| | E-MAIL: [email protected] |
| | E-MAIL: [email protected] |
| | |
| | 2010 FLORIDA BUILDING CODE W 2010 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 3RD REVIEW |
| | DATE: TUES. MAY 16/ 2017 |
| | ACTION: DENIED |
| | |
| | HISTORY: |
| | 1ST REVIEW: TUES. OCT. 06/ 2015 15100101 ROOFING |
| | SUB-PERMIT & 15100102 SUBMITTAL: DENIED |
| | |
| | 2ND REVIEW: TUES. JAN. 19/ 2016 2015 15100101 ROOFING |
| | SUB-PERMIT: BUILDING PROVISO. |
| | THE ROOFING SUB-PERMIT WAS ISSUED WITH THE PROVISO THAT |
| | PULL TEST WERE TO BE COMPLETED AS PER |
| | TAS-105 TO VERIFY THE ASSUMPTIONS AND VALUES TAKEN BY |
| | THE ENGINEERING FIRM FORENSIC ENGINEERING. |
| | |
| | 3RD REVIEW: TUES. MAY 16/ 2017 ROOF COMPLETED, NO |
| | ROOFING APPROVALS APPROVED, NO SUBMITTALS FOR PULL TEST |
| | TO VERIFY ASSUMPTIONS. |
| | |
| | THE DESIGNER OF RECORD SUBMITTED A COVERSHEET |
| | INDICATING HE HAS REVIEWED THE SUBMITTALS BUT DOES NOT |
| | INCLUDE THE SUBMITTALS APPROVED UNDER THIS COVER |
| | LETTER, REVIEWED BY HPA ORLANDO. SUBMITTALS (ALL 7) |
| | SHOW APPROVAL BY THE CONTRACTOR OF RECORD BRADLEY |
| | CONSTRUCTION WITH NO EXCEPTIONS TAKEN. |
| | |
| | 1) THE SUBMITTED ENGINEERS REPORT FROM FORENSIC |
| | ENGINEERING CONSULTANTS REFERENCES THE MIAMI-DADE NOA |
| | 13-0129.16 A JOHNS MANVILLE MODIFIED BITUMEN SBS ROOF |
| | SYSTEM OVER LIGHT WEIGHT CONCRETE DECK. THE REPORT |
| | RECOMMENDS TESTING TO TAS-105 TO VERIFY ASSUMPTIONS. |
| | UNTIL THE PULL OUT TEST IS PREFORMED, THE VALUES IN THE |
| | FORENSIC ENGINEERING ARE ONLY ASSUMPTIONS. PLEASE REFER |
| | TO TAS -105 SECTION 8, 8.1- 8.3 FOR THE AMOUNT OF TEST |
| | TO BE PERFORMED. *.3 SAMPLE TEST FOR LIGHTWEIGHT |
| | CONCRETE SHALL BE INCREASED BY 125 %. ALSO NOTE 8.4 |
| | -8.6 FOR FURTHER INFORMATION . |
| | |
| | TO VIEW THE 2010 TAS REQUIREMENTS GO TO: |
| | HTTPS://FLORIDABUILDING.ORG |
| | CLICK ON: FLORIDA BUILDING CODE |
| | 8. TEST PROCEDURE FOR ANCHOR OR BASE SHEET, INSULATION, |
| | AND MEMBRANE ATTACHMENT TESTING |
| | 8.1 ON ROOF DECKS OF 100 SQUARES OR LESS, TEN (10) |
| | WITHDRAWAL RESISTANCE TESTS SHALL BE CONDUCTED, NOT |
| | LESS THAN THREE (3) OF WHICH SHALL BE IN THE PERIMETER |
| | AREAS (2), THREE (3) IN CORNER AREAS (3), THE |
| | REMAINDERS IN THE FIELD AREAS (1) AS DEFINED IN ASCE 7. |
| | 8.2 FOR EVERY ADDITIONAL 50 SQUARES, AN ADDITIONAL |
| | THREE (3) WITHDRAWAL RESISTANCE TESTS SHALL BE |
| | CONDUCTED. (THIS RATIO OF 50:3 SHALL BE MAINTAINED WITH |
| | EACH ADDITIONAL INCREASE IN SAMPLES.) |
| | 8.3 THE NUMBER OF TEST SAMPLES REQUIRED IN SHALL BE |
| | INCREASED BY 125% FOR ALL GYPSUM, LIGHTWEIGHT |
| | INSULATING CONCRETE AND CEMENTITIOUS WOOD FIBER DECK |
| | TYPES. |
| | |
| | 8.4 TESTING SHALL ALSO TAKE PLACE IN ANY LOW AREAS THAT |
| | ARE, OR MAY BE, SUBJECTED TO PONDING WATER. ALL SUCH |
| | AREAS SHALL BE NOTED ON A ROOF PLAN ATTACHED TO THE |
| | FINAL TEST REPORT. |
| | 8.5 IF MORE THAN ONE DECK TYPE IS ON A SINGLE ROOF |
| | AREA, EACH DECK TYPE SHALL BE TREATED AS A SEPARATE |
| | ROOF AREA. |
| | 8.6 STAIR TOWERS, MECHANICAL PENTHOUSES AND MECHANICAL |
| | ROOMS SHALL HAVE A MINIMUM OF FOUR (4) WITHDRAWAL |
| | RESISTANCE TESTS, TWO OF WHICH SHALL BE TAKEN AT |
| | PERIMETER AREAS 2 & 3, AS DEFINED IN ASCE 7. |
| | |
| | 2) TESTING TO BE COMPLETED BY A QUALIFIED TESTING |
| | COMPANY, AND THE RESULTS OF THE PULL TEST ARE |
| | SUMMARIZED IN A REPORT, THE PULL TEST, FORENSIC |
| | ENGINEERING CALCULATIONS AND NOA 13-0129.16 ARE TO BE |
| | REVIEWED BY THE ENGINEER OF RECORD FOR CODE COMPLIANCE |
| | SHOP DRAWING STAMP OF APPROVAL ONCE REVIEWED AND |
| | ACCEPTED, THEN SUBMITTED TO THE BUILDING DEPARTMENT FOR |
| | REVIEW. |
| | |
| | |
| | 3) FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL |
| | FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE |
| | ENGINEER OF RECORD FOR REVIEW. |
| | |
| | 4) 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 (SHOP DRAWING STAMP OF APPROVAL) PRIOR TO |
| | SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | 5) THIS REVIEW SOME OF THE SUBMITTED DOCUMENTS, PRODUCT |
| | APPROVALS WERE COPIED SO SMALL THEY MAY NOT BE LEGIBLE |
| | WHEN SCANNED TO RECORD RETENTION. 107.2.1.4 QUALITY OF |
| | BUILDING PLANS. THE BUILDING OFFICIAL MAY ESTABLISH |
| | THROUGH DEPARTMENTAL POLICY, OTHER STANDARDS FOR PLANS |
| | AND SPECIFICATIONS, IN ORDER TO PROVIDE CONFORMITY TO |
| | ITS RECORD RETENTION PROGRAM. THIS POLICY MAY INCLUDE |
| | SUCH THINGS AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY, |
| | OR OTHER ITEMS RELATED TO RECORDS MANAGEMENT. |
| | ELECTRONIC MEDIA MUST BE COMPATIBLE WITH THE ARCHIVE |
| | REQUIREMENTS OF FLORIDA STATUTES. |
| | |
| | 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] |
| | |
| | DEVELOPMENT SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 |
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