| Date |
Text |
| 2009-04-20 10:04:33 | BUILDING PLAN REVIEW |
| | PERMIT: 09040297 |
| | ADD: 333 PILGRIM RD |
| | CONT: O/B RANDALL & KIMBERLY WOLF |
| | TEL: (561)628-2458 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW |
| | ACTION: DENIED |
| | |
| | |
| | 1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE |
| | INDICATE THE REVISION & REMOVE & 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. |
| | |
| | 1B INFORMATIONAL FL S S 713.13 NOTICE OF COMMENCEMENT, |
| | TO BE FILED WITH THE CLERK OF THE COURT. NOTE: |
| | 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF |
| | COMMENCEMENT IS NOT ACTUALLY COMMENCED WITHIN 90 DAYS |
| | AFTER THE RECORDING THEREOF, SUCH NOTICE IS NULL & |
| | VOID. NOTE: 713.13(6) THE POSTING OF THE NOTICE OF |
| | COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE THE FIRST |
| | INSPECTION. |
| | |
| | 1C) INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST |
| | TIME REVIEW) AFTER MARCH 1ST, 2009 SHALL BE REVIEWED TO |
| | THE 2007 FBC RESIDENETIAL BUILDING CODE WITH THE 2009 |
| | SUPPLEMENTS AND THE 2007 EXISTING FLORIDA BUILDING CODE |
| | WITH 2009 SUPPLEMENTS CHAPTER: |
| | CHAPTER 4; 401.4 A DESIGN PROFESSIONAL OR AN OWNER MUST |
| | ELECT ONE OR A COMBINATION OF LEVELS OF ALTERATION |
| | PURSUANT TO SECTIONS 403, 404 AND 405 OF THIS CODE. |
| | CHAPTER 10 ADDITIONS |
| | CHAPTER 11 HISTORIC BUILDING : A CONTRIBUTING BUILDING |
| | |
| | 2) THERE APPEARS TO BE A DISCREPANCY BETWEEN THE PLANS |
| | AND THE PERMIT APPLICATION. THE PERMIT APPLICATION |
| | INDICATES UNDER THE DESCREPTION OF WORK, "MAIN HOUSE |
| | AND ADDITION". THE PERMIT SEET OF PLANS ALSO INCLUDES |
| | WORK TO BE COMPLETED ON THE REAR APPARTMENT; |
| | 1) REPLACEMENT OF WINDOWSON THE REAR APARTMENT. |
| | 2) NEW EXTERIOR STAIRS AT THE EXTERIOR APARTMENT. |
| | 3) NEW OVERHANG AT REAR APARTMENT ( SEE ELEVATIONS) |
| | ELEVATION SHEETS A.2 & A.3 ARE OF THE MAIN HOUSE ONLY! |
| | |
| | THE INDEX ALSO FOUND ON THE COVERSHEET OF THE PLANS |
| | INDICATES THERE TO BE SHEETS CH.1, CH.2, CH-S.2 & |
| | CH-S.3 WHICH WERE NOT FOUND WITHIN THE PERMIT SET OF |
| | DOCUMENTS. IF THIS WORK IS TO BE PART OF THIS PROJECT |
| | IT WOULD BE MORE EFFICIENT TWO CREATE A SECOND PERMIT |
| | FOR THE REAR APARTMENT. THE INSPECTIONS WOULD BE ABLE |
| | TO BE IDENTIFIED AS TO WHICH BUILDING EACH INSPECTION |
| | WOULD HAVE BEEN TIED TO FOR RECORD RETENTION PURPOSES. |
| | |
| | |
| | 3) 1105.1 STRICT COMPLIANCE. HISTORIC STRUCTURES OR |
| | PORTIONS OF SUCH STRUCTURES THAT DO NOT STRICTLY COMPLY |
| | WITH THIS CODE SHALL BE CONSIDERED TO BE IN COMPLIANCE |
| | IF IT CAN BE SHOWN TO THE SATISFACTION OF THE BUILDING |
| | CODE OFFICIAL THAT EQUIVALENT PROTECTION HAS BEEN |
| | PROVIDED OR THAT NO HAZARD WILL BE CREATED OR CONTINUED |
| | THROUGH NONCOMPLIANCE. |
| | |
| | 1105.2 COMPLIANCE OPTION. LIFE SAFETY AND PROPERTY |
| | CONSERVATION SHALL BE PROVIDED IN ACCORDANCE WITH ONE |
| | OF THE FOLLOWING OPTIONS: |
| | |
| | 1. PRESCRIPTIVE-BASED PROVISIONS OF THIS CODE. |
| | |
| | 2. COMPLIANCE ALTERNATIVE-BASED PROVISIONS OF THIS |
| | CODE. |
| | |
| | 3. PERFORMANCE-BASED PROVISIONS OF NFPA 914, CODE FOR |
| | FIRE PROTECTION OF HISTORIC STRUCTURES, CHAPTER 6, |
| | ALONG WITH A STRUCTURAL EVALUATION AS SPECIFIED IN |
| | SECTION 1201.4.1 OF THIS CODE. |
| | |
| | 4) 1106.1 INVESTIGATION AND EVALUATION REPORT. AN |
| | HISTORIC BUILDING UNDERGOING ALTERATION OR CHANGE OF |
| | OCCUPANCY SHALL BE INVESTIGATED AND EVALUATED. IF IT IS |
| | INTENDED THAT THE BUILDING MEET THE REQUIREMENTS OF |
| | THIS CHAPTER, A WRITTEN REPORT SHALL BE PREPARED AND |
| | FILED WITH THE BUILDING OFFICIAL BY A |
| | FLORIDA-REGISTERED ARCHITECT OR ENGINEER. SUCH REPORT |
| | SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS |
| | 4.3.1.2 THROUGH 4.3.2 OF NFPA 914, CODE FOR FIRE |
| | PROTECTION OF HISTORIC STRUCTURES AND SHALL IDENTIFY |
| | EACH REQUIRED SAFETY FEATURE THAT IS IN COMPLIANCE WITH |
| | THIS CHAPTER AND WHERE COMPLIANCE WITH THIS OR OTHER |
| | CHAPTERS WOULD BE DAMAGING TO THE CONTRIBUTING HISTORIC |
| | FEATURES. IN ADDITION, THE REPORT SHALL DESCRIBE EACH |
| | FEATURE THAT IS NOT IN COMPLIANCE AND DEMONSTRATE HOW |
| | THE INTENT OF THE PROVISIONS OF THIS OR OTHER CHAPTERS |
| | ARE COMPLIED WITH IN PROVIDING AN EQUIVALENT LEVEL OF |
| | SAFETY. |
| | |
| | 5A) PLANS DO NOT INDICATE A VENTED UNDER FLOOR |
| | SPACE.R408.3 UNVENTED CRAWL SPACE. |
| | VENTILATION OPENINGS IN UNDER-FLOOR SPACES SPECIFIED IN |
| | SECTIONS R408.1 AND R408.2 SHALL NOT BE REQUIRED WHERE: |
| | |
| | 1. EXPOSED EARTH IS COVERED WITH A CONTINUOUS VAPOR |
| | RETARDER. JOINTS OF THE VAPOR RETARDER SHALL OVERLAP BY |
| | 6 INCHES (152 MM) AND SHALL BE SEALED OR TAPED. THE |
| | EDGES OF THE VAPOR RETARDER SHALL EXTEND AT LEAST 6 |
| | INCHES (152 MM) UP THE STEM WALL AND SHALL BE ATTACHED |
| | AND SEALED TO THE STEM WALL; AND |
| | |
| | 2. ONE OF THE FOLLOWING IS PROVIDED FOR THE UNDER-FLOOR |
| | SPACE: |
| | |
| | 2.1. CONTINUOUSLY OPERATED MECHANICAL EXHAUST |
| | VENTILATION AT A RATE EQUAL TO 1 CFM (0.47 L/S) FOR |
| | EACH 50 FT2 (4.7 M2) OF CRAWLSPACE FLOOR AREA, |
| | INCLUDING AN AIR PATHWAY TO THE COMMON AREA (SUCH AS A |
| | DUCT OR TRANSFER GRILLE), AND PERIMETER WALLS INSULATED |
| | IN ACCORDANCE WITH SECTION N1102.B; |
| | |
| | 2.2. CONDITIONED AIR SUPPLY SIZED TO DELIVER AT A RATE |
| | EQUAL TO 1 CFM (0.47 L/S) FOR EACH 50 FT2 (4.7 M2) OF |
| | UNDER-FLOOR AREA, INCLUDING A RETURN AIR PATHWAY TO THE |
| | COMMON AREA (SUCH AS A DUCT OR TRANSFER GRILLE), AND |
| | PERIMETER WALLS INSULATED IN ACCORDANCE WITH SECTION |
| | N1102.B; |
| | |
| | 2.3. PLENUM COMPLYING WITH SECTION N110.ABC.3.6, IF |
| | UNDER-FLOOR SPACE IS USED AS A PLENUM. |
| | |
| | 5B) PLANS FAIL TO INDICATE UNDER THE FLOOR ACCESS AS |
| | PER R408.4. |
| | |
| | 6) SHEET A1 DOES NOT INDICATE ATTIC ACCESS:R807.1 ATTIC |
| | ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF |
| | CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO |
| | ATTIC AREAS THAT EXCEED 30 SQUARE FEET (2.8 M2) AND |
| | HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR MORE. |
| | |
| | 7) SHEET A3 INDICATES ROOFING UNDERLAYMENT NOTES FOR |
| | NEW SPANISH STYLE ROOFING, THE UNDERLAYMENT NOTES READ |
| | FOR THAT OF SHINGLES FOR ROOFS WITH LESS THAN A 4/12 |
| | PITCH, PLEASE CORRECT THE UNDERLAYMENT NOTES AS PER |
| | R905.4.3 UNDERLAYMENT. UNDERLAYMENT SHALL COMPLY WITH |
| | ASTM D 226, TYPE I OR TYPE II OR ASTM D 1970 OR ASTM D |
| | 4869. UNDERLAYMENT SHALL BE INSTALLED IN ACCORDANCE |
| | WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE |
| | THE MIAMI- DADE NOA FOR REQUIREMENTS. |
| | |
| | THE MIAMI-DADE NOA FOR ARTEZANOS WORLD CLASS TWO PIECE |
| | HANDMADE TAPERED MISSION BARREL ROOF TILE UNDER TABLE 4 |
| | HAS TWO TYPES OF APPLICATION, A MORTAR SET AND ADHESIVE |
| | SET SYSTEM. |
| | PLEASE CIRCLE WHICH SYSTEM IS TO BE INSTALLED WITH THE |
| | APPROPRIATE FOOT POUNDS. |
| | |
| | 8) SHEET A-4 DETAIL 5 /S3 INDICATES A SINGLE PLY |
| | MEMBRANE ROOF THE OWNER SUBMITTED A MIAMI-DADE NOA |
| | TARCO 30# ASTM SPECIFICATION FELT EASY LAY, FAST 90, |
| | PS200 REPORT NOA 07-0717.04 THIS REPORT INDICATES IT IS |
| | TO BE USED WITH ROOF TILE, NO PRODUCT APPROVALS HAVE |
| | BEEN SUBMITTED FOR THE BALCONY COVERED FLOOR (FLOOR) |
| | THAT CAN BE USED AS A WALKABLE DECK AREA. |
| | |
| | 9) SHEET S.1 THE PLANS INDICATE IN MULTIPLE AREAS THAT |
| | THE WIND DESIGN WAS DESIGNED UNDER ASCE 7-02, THE |
| | CURRENT 2007 FBC RESIDENTIAL IS DESIGNED UNDER THE ASCE |
| | 7-05 SEE REFRENCED STANDARDS. |
| | |
| | 10) SHEET S-1 SECTION D-4 ROOF LOADING INDICATES DEAD |
| | LOADBOTTOM CORD OF 10 LBS WHEREAS SHEET S-4 INDICATES A |
| | DEAD LOAD OF 10 LBS AND LIVE LOAD OF 10LBS. TABLE |
| | R301.5 ATTICS WITHOUT STORAGE |
| | INDICATE 10 LBS. LIVE LOAD. |
| | |
| | 11) THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22 |
| | INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE |
| | LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE |
| | LOCATION. A 30-INCH (762 MM) MINIMUM UNOBSTRUCTED |
| | HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME |
| | POINT ABOVE THE ACCESS OPENING. SEE SECTION M1305.1.3 |
| | FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS |
| | LOCATED IN ATTICS. PLEASE PROVIDE WHERE COMPLIANCE IS |
| | TO BE MET. |
| | |
| | 12) GUARD RAIL SHEET S-3 DETAIL# 5 INDICATES THE USE OF |
| | A WOOD GUARD RAIL SYSTEM PLEAE PROVIDE CALCULATIONS HOW |
| | 200 LBS LIVE LOAD WILL BE MET TABLE R301.5 FOOTNOTE D. |
| | A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT |
| | ANY POINT ALONG THE TOP. |
| | |
| | 13) DISCREPANCY BETWEEN S.2 DETAIL# 3 AND SHEET S-4 |
| | STRUCTURAL CONNECTIONS. SHEET S-2 INDICATES THE USE OF |
| | 1/4" TAPCONS AT 32" O.C. WHERE AS S.4 INDICATES THE USE |
| | OF 1?2 INCHX 5 INCH WEDGE ANCHORS AT 32" O. C. |
| | |
| | 14) RADON FEES OWED OF $21.04. |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | 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. |
| | |
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