| Date |
Text |
| 2015-01-29 07:38:24 | BUILDING PLAN REVIEW |
| | PERMIT: 15010785 |
| | ADD: 3419 BRIAR BAY BLVD. |
| | 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 |
| | |
| | 1) 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) 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) 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) 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) SHEET S1 THE ROOF FRAMING PLAN NOR SECTION A-A |
| | PROVIDE IF THE ROOF FRAMING DETAILS WITH 2X6 @ 24 |
| | INCHES ON CENTER ARE TRUSSES OR A HANDFRAMED |
| | CONVENTIONAL ROOF FRAMING SYSTEM. NOTE IF HAND FRAMED |
| | THE N COMPLIANCE WITH 2010 2308.10.4 CEILING JOIST AND |
| | RAFTER FRAMING. |
| | RAFTERS SHALL BE FRAMED DIRECTLY OPPOSITE EACH OTHER AT |
| | THE RIDGE. THERE SHALL BE A RIDGE BOARD AT LEAST 1-INCH |
| | (25 MM) NOMINAL THICKNESS AT RIDGES AND NOT LESS IN |
| | DEPTH THAN THE CUT END OF THE RAFTER. AT VALLEYS AND |
| | HIPS, THERE SHALL BE A SINGLE VALLEY OR HIP RAFTER NOT |
| | LESS THAN 2-INCH (51 MM) NOMINAL THICKNESS AND NOT LESS |
| | IN DEPTH THAN THE CUT END OF THE RAFTER. |
| | |
| | 6) 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) 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) 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) THE SUBMITTAL FOR BERTHA H. V. ACCORDIAN SHUTTERS |
| | DOES NOT HAVE A FLORIDA APPROVAL NOR A MIAMI- DADE |
| | APPROVAL. THIS REPORT WILL NEED TO APPLY FOR A LOCAL |
| | PRODUCT APPROVAL AND FILE OUT THE THE FORMS RETURN THEM |
| | TO BE REVIEWED BY THE BUILDING OFFICAL FOR CODE |
| | COMPLIANCE. |
| | |
| | 10A) THE ROOFING PRODUCT APPROVAL SUBMITTED NOA |
| | 12-0904.06 VANGUARD ROLL CONCRETE ROOF TILE TYPE OF |
| | UNDERLAYMENT TO BE INSTALLED SEE LIMITATION 3.4. |
| | 1507.3.3 UNDERLAYMENT. |
| | UNLESS OTHERWISE NOTED, REQUIRED UNDERLAYMENT SHALL |
| | CONFORM TO: ASTM D 226, TYPE II; ASTM D 2626; ASTM D |
| | 1970 OR ASTM D 6380 MINERAL-SURFACED ROLL ROOFING. |
| | 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. |
| | |
| | 10B) VANGUARD ROLL CONCRETE ROOF TILE UNDER THE HEADING |
| | INSTALLATION 4.2 ATTACHMENT METHOD HAS NOT BEEN |
| | IDENTIFIED, SCREW, NAIL, FOAM SET OR MORTAR SET. MUST |
| | SHOW COMPLIANCE WITH MINIMUM ATTACHMENT RESISTANCE. |
| | 2010 FBC-B 1507.3.7 ATTACHMENT. CLAY AND CONCRETE ROOF |
| | TILES SHALL BE FASTENED IN ACCORDANCE WITH SECTION 1609 |
| | OR IN ACCORDANCE WITH FRSA/TRI 07320 WHERE THE BASIC |
| | WIND SPEED, VASD, IS DETERMINED IN ACCORDANCE WITH |
| | SECTION 1609.3.1. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
| | |
