| Date |
Text |
| 2019-01-23 08:55:08 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 18120290 |
| | ADD: 2201 N AUSTRALIAN AVE/ GUARD HOUSE |
| | CONT: AHS CONSTRUCTION |
| | TEL: 305-299-1806 |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: WED. JAN. 23/ 2019 |
| | ACTION: DENIED |
| | |
| | 1) SHEET S2.0 IN THE GENERAL NOTE # 1 INDICATE THE |
| | PLANS WERE DESIGNED TO THE 2017- 6TH EDITION FLORIDA |
| | BUILDING CODE ? HIGH VELOCITY HURRICANE ZONE. PLEASE |
| | REVISE THE DEFINITION FOR HIGH VELOCITY HURRICANE ZONE. |
| | THIS ZONE CONSISTS OF BROWARD AND DADE COUNTIES. PLEASE |
| | REVISE PLANS TO WIND-BORNE DEBRIS REGION, SEE |
| | DEFINITIONS. |
| | |
| | 2) SHEET S2.0 IN THE GENERAL NOTE # 2 INDICATES THERE |
| | SHOULD HAVE BEEN A GEOTECHNICAL REPORT SUBMITTED. 2017 |
| | 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. |
| | |
| | 3) SHEET S2.0 NOTE # 1 UNDER THE HEADING WIND DESIGN |
| | THE CRITERIA IS GIVEN TO DETERMINE THE WIND PRESSURES. |
| | SHEET S1 THE PRESSURES ARE GIVEN FOR THE SLIDING GLASS |
| | DOOR (A) AND THE SLIDING WINDOW (B). |
| | BOTH OPENINGS ARE IN THE END ZONE OF THE WALL, WITHIN 3 |
| | FEET OF THE CORNER. THE SLIDING GLASS DOOR (A) HAS THE |
| | LARGER OPENING OF 64 FEET. THE SLIDING GLASS WINDOW (B) |
| | HAS THE SMALLER OPENING OF 30 FEET. WHY DOES THE LARGER |
| | OPENING HAVE A HIGHER NEGATIVE PRESSURE? THE LARGER THE |
| | OPENING THE LOWER THE PRESSURE. THE OTHER ISSUE IS THE |
| | CHART INDICATES THE VALUES GIVEN FOR PRESSURE ARE |
| | ALLOWABLE (VASD) THEY SEEM HIGH FOR ALLOWABLE |
| | PRESSURES, EXPOSURE C, MEAN ROOF HEIGHT OF 15 FEET, YOU |
| | CANNOT USE VALUES LESSER THAN THE CHARTS IN 1609 OF THE |
| | FBC-B 2017. THE PRESSURES ON SHEET A-1 ARE NOT THE SAME |
| | AS THE STRUCTURAL SHEET S1.0 |
| | |
| | 4) THE A-1 SHEET ALSO LIST PRESSURES FOR A SWING DOOR |
| | MARKED (1) A 3-6X 6-8 SWING DOOR ALSO IN THE END ZONE |
| | OF THE BUILDING. THIS DOOR HAS EXTREMELY HIGH NEGATIVE |
| | PRESSURES IF VASD, ON THE S1 SHEET THIS DOOR IS NOT |
| | LISTED ON THE WINDOW AND DOOR PRESSURE CHART. 107.2.1.2 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 5) SHEET S1.0 IN THE FOUNDATION NOTES NOTE # 2 STATES |
| | UNLESS OTHERWISE NOTED MONOLITHIC FOOTINGS SHALL BE |
| | BURIED 8 INCHES MINIMUM WITH RESPECT TO ADJACENT GRADE. |
| | PLEASE REVIEW SECTION 1809.4 DEPTH OF FOUNDATIONS. THE |
| | MINIMUM WIDTH OF FOOTINGS SHALL BE 12 INCHES. |
| | |
| | 6) THERE SEEMS TO BE A DISCREPANCY IN THE PLANS AS TO |
| | IF THIS BUILDING IS GOING TO BE A CONCRETE BLOCK, |
| | COLUMN AND BEAM STRUCTURE VERSES A POURED 6 INCH |
| | CONCRETE WALL STRUCTURE. SHEET S1.0 FOUNDATION NOTE 5 |
| | INDICATES THIS BUILDING IS TO HAVE 6 INCH CONCRETE |
| | WALLS, SHEET S2 ALL OF THE DETAILS FOR THE WALLS AND |
| | ROOF ALL INDICATE POURED CONCRETE, 6 INCH WALLS & 6 |
| | INCH CONCRETE ROOF WHEREAS SHEET S1.0 THE FOUNDATION & |
| | ROOF PLAN SHOWS THE USE OF TYPE 1 AND 2 COLUMNS AND |
| | BEAMS. 107.2.1.2 ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 7) 2017 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT |
| | OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, |
| | RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS |
| | OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (31)(A) EXTERIOR DOORS ,MULLIONS |
| | (B) WINDOWS & MULLIONS |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT |
| | CONCRETE INSULATION |
| | |
| | 8A) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS |
| | WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE |
| | 61G20 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.. |
| | |
| | DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING |
| | DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE |
| | DELEGATED ENGINEER SHALL FORWARD THE DELEGATED |
| | ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR |
| | REVIEW. |
| | |
| | 8B) 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. |
| | |
| | 9) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE |
| | PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF |
| | RECORD AND BEFORE SUBMISSION TO THE BUILDING |
| | DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE |
| | IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING, |
| | MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED |
| | INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE |
| | PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B 1405.13.1 |
| | INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN |
| | ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS. |
| | FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH |
| | INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM |
| | LOADS AND SPACING USED IN THE TESTS. |
| | |
| | 10) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY |
| | ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES |
| | FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL |
| | LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF |
| | ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR |
| | BOTH INSULATION & THE BASE SHEET AS CALCULATED IN |
| | COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117. |
| | CALCULATION PREPARED, SIGNED AND |
| | SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR |
| | REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. |
| | |
| | 11) IMPACT FEES- PAPER SUBMITTALS |
| | PLANS REQUIRE REVIEW BY THE PBC IMPACT FEE OFFICE. CALL |
| | (561) 233-5025. UPON APPROVAL, YOU MAY CHECK OUT ONE |
| | PLAN SET AND TAKE TO THAT OFFICE FOR REVIEW. PLEASE |
| | RETURNED STAMPED AND WITH A COPY OF THE RECEIPT AS |
| | APPLICABLE. PLEASE PROVIDE THE MUNICIPAL IMPACT FEE |
| | QUESTIONNAIRE FORM TO THE PBC IMPACT FEE OFFICE. THE |
| | FORM CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/AD |
| | MINISTRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF |
| | |
| | 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. |
| | |
| | A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE |
| | THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED |
| | DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE |
| | MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS |
| | AND INFORMATION LACKING UNDER THE PRIOR REVIEW. |
| | |
| | |
| | JAMES A. WITMER BN, PX, SFP, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
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