| Date |
Text |
| 2015-03-11 07:52:34 | BUILDING PLAN REVIEW |
| | PERMIT: 15010465 |
| | ADD: 3762 JOG RD. |
| | CONT: MKS CONSTRUCTION |
| | TEL: (561)601-6146 |
| | |
| | 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. |
| | |
| | 1ST REVIEW |
| | DATE: THURS. JAN. 29/2015 |
| | ACTION: DENIED |
| | |
| | 12) CONTRACTOR TO PUT INNEW SHEETS, REMOVE OLD SHEETS. |
| | !!!!!!! 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. |
| | |
| | 1) 2ND REQUEST. THE SHEET S-1 DOES NOT PROVIDE WHATTHE |
| | MINIMUM SAFE BEARING VALUE OF THE SOILS. 2010 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. |
| | |
| | 2) COMPLIED. SHEET S-1 SECTION A-A SHOWS THE BOTTOM OF |
| | THE FOUNDATION ONLY 6 INCHES BELOW GRADE. 1809.4 DEPTH |
| | AND WIDTH OF FOOTINGS. |
| | THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED |
| | GROUND SURFACE SHALL BE 12 INCHES (305 MM). WHERE |
| | APPLICABLE, THE REQUIREMENTS OF SECTION 1809.5 SHALL |
| | ALSO BE SATISFIED. THE MINIMUM WIDTH OF FOOTINGS SHALL |
| | BE 12 INCHES (305 MM). |
| | |
| | 3) COMPLIED. THE PLANS DO NOT SHOW COMPLIANCE WITH 2010 |
| | FBC-B 1816.1 TERMITE PROTECTION. 1816.1.4 IF SOIL |
| | TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, |
| | CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A |
| | MINIMUM 6 MILLIMETER VAPOR RETARDER TO PROTECT AGAINST |
| | RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR |
| | RETARDER PLACEMENT, RETREATMENT IS REQUIRED. ANY WORK, |
| | INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER |
| | CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR IS POURED, |
| | SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR |
| | DISTURBING TREATED SOIL. ALSO SEE 1910.1. |
| | |
| | 4) COMPLIED. THE PLANS DO NOT INDICATE WHAT WILL BE |
| | USED TO RE-INFORCE THE MONOLITHIC SLAB WIRE MESH OR |
| | FIBER CONCRETE. 2010 FBC-B 1910.1 MINIMUM SLAB |
| | PROVISONS. |
| | |
| | 5) SEMI-COMPLIED. SHEET S1 THE ROOF FRAMING PLAN A-A |
| | PROVIDES DETAILS THAT THIS IS A HAND FRAMED ROOF. THE |
| | PLANS SHOW 2X8 RIDGE AND 2X4 BENEATH THE RIDGE ON EACH |
| | END. THIS DETAIL ALSO SHOWS A LUS 24 AT THE CONNECTION |
| | OF THE RIDGE BEAM TO THE VERTICAL STUD. THIS DETAIL |
| | DOES NOT SHOW HOW THE VERTICAL STUD WILL BE ANCHORED TO |
| | THE BEAM, THIS IS PART OF THE MWFRS MAINWIND FORCE |
| | RESISTING SYSTEM. THERE IS NO NOTE AS ON THE GABLE END |
| | THE STUD PLACEMENT NOR THE ANCHORING OF THE GABLE END |
| | WALL SYSTEM. |
| | |
| | 6) 2ND REQUEST. SHEET S1 ROOF FRAMING PLAN THERE IS NO |
| | SECTION FOR THE GABLE END WALL FRAMING OR IF THIS WILL |
| | BE A GABLE END TRUSS, PROVIDE DETAIL AND ANCHORAGE TO |
| | THE BOND BEAM PART OF THE MWFRS MAIN WIND FORCE |
| | RESISTING SYSTEM. 2010 FBC-B 1609.6.4 DESIGN PROCEDURE. |
| | |
| | 7) COMPLIED. THERE IS ONLY ONE SET OF PRODUCT APPROVALS |
| | SUBMITTED FOR THIS PROJECT, 2 SETS ARE REQUIRED, ONE |
| | FOR THE FIELD INSPECTORS THE OTHER FOR THE CITY FILES |
| | RECORD RETENSION. |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION,107.3.5 MINIMUM PLAN |
| | REVIEW CRITERIA FOR BUILDINGS. |
| | |
| | 8) COMPLIED. 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.. |
| | |
| | 9) SEMI-COMPLIED. THE SUBMITTAL FOR BERTHA H. V. |
| | ACCORDIAN SHUTTERS NEEDS TO IDENTIFY THE FOLLOWING : FL |
| | BLD CODE 2010 SECTION 107.2.5., |
| | 1609.1.2, 1715.8 & EXIST BUILD CODE 606.4 PROCEDURES: A |
| | COMPLETE INSTALLATION SCHEDULE SUMMARIZING & |
| | IDENTIFYING OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| | NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM BAR REINFORCING |
| | REQUIREMENTS, WALL PRESSURE ZONES, SLAT TYPES, ETC., |
| | SHALL BE SUBMITTED AT TIME OF PERMIT APPLICATION TO |
| | FACILITATE PLAN REVIEW AND PERMIT ISSUANCE. |
| | |
| | |
| | 10) THE ROOFING PRODUCT APPROVAL SUBMITTED NOA |
| | 11-0510.02 ENTEGRA ESTATE S TILE ATTACHMENT POLYFOAM |
| | POLYPRO PRODUCT APPROVAL WAS NOT SUBMITTED. |
| | UNDERLAYMENT SHALL BE APPLIED ACCORDING TO THE TILE |
| | MANUFACTURER'S INSTALLATION INSTRUCTIONS OR THE |
| | RECOMMENDATIONS OF THE FRSA/TRI 07320 WHERE THE BASIC |
| | WIND SPEED, VASD, IS DETERMINED IN ACCORDANCE WITH |
| | SECTION 1609.3.1 OR THE RECOMMENDATIONS OF RAS 118, 119 |
| | OR 120. |
| | |
| | 1507.3.2 DECK SLOPE. |
| | CONCRETE AND CLAY ROOF TILE SHALL BE INSTALLED IN |
| | ACCORDANCE WITH THE RECOMMENDATIONS OF FRSA/TRI 07320 |
| | WHERE THE VASD AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1 OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120. |
| | |
| | 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. |
| | |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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