| Date |
Text |
| 2019-11-15 13:38:34 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. REVISION: 19101602 |
| | W. P. B. PERMIT: 19071032 |
| | ADD: 1014 N. OLIVE AVE. |
| | CONT: OCEAN ONE MARINE |
| | TEL: 561-310-8483 |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION. |
| | |
| | 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: FRI. NOV. 15/2019 |
| | ACTION: DENIED |
| | |
| | 1) NOTICE, THE VALUE OF THE REVISION WAS EXTREMELY LOW. |
| | THE CONSTRUCTION COST FROM THE ICC TABLES IS $31200.00 |
| | IN CALCULATED VALUE. PERMIT REVISION FEES HAVE BEEN |
| | ADJUSTED ACCORDINGLY. A BALANCE OF $691.06 IS DUE |
| | BEFORE THE REVISION CAN BE ISSUED. |
| | |
| | 2A) THE STRUCTURAL SHEET S-1 HAS NOTES ON THE |
| | FOUNDATION AND ON SHEET S-5. SHEET S-5 DETAILS C & F |
| | BOTH SHOW A VERTICAL DIMENSION FOR THE MONOLITHIC |
| | FOUNDATION OF 12 INCHES. DETAIL C & F ALSO SHOW FROM |
| | GRADE TO THE TOP OF THE MONOLITHIC SLAB A 4 INCHES OR 8 |
| | INCHES OF THE FOUNDATION BELOW GRADE. |
| | PLEASE REFER BACK TO THE 2017 FBC-B SECTION 1809.4 |
| | DEPTH AND WIDTH OF FOOTINGS. THE MINIMUM DEPTH OF |
| | FOOTINGS BELOW THE UNDISTURBED GROUND SURFACE SHALL BE |
| | 12 INCHES. |
| | |
| | 2B) THE OTHER ISSUE WITH DETAILS C & F ARE THERE IS NO |
| | FINISH COAT OF STUCCO SHOWN ON THE PLAN. THE |
| | ARCHITECTURAL SHEET ONLY STATES THE FINISH TO MATCH |
| | EXISTING. IN THE 2017 FBC-B SECTION 2512.1.1 ON-GRADE |
| | FLOOR SLAB AND WOOD FRAMING AND WOOD SHEATHING. ON WOOD |
| | FRAME STUD CONSTRUCTION WITH AN ON-GRADE CONCRETE FLOOR |
| | SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED IN SUCH |
| | A MANNER AS TO COVER, BUT NOT TO EXTEND BELOW, THE LATH |
| | AND PAPER. THE APPLICATION OF LATH, PAPER AND FLASHING |
| | OR DRIP SCREEDS SHALL COMPLY WITH ASTM C1063. |
| | |
| | FBC-B 2512.1.2 WEEP SCREEDS. A MINIMUM 0.019-INCH (0.48 |
| | MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION-RESISTANT |
| | WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE |
| | OF 3 1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE |
| | FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN |
| | ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE |
| | PLACED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE EARTH. |
| | |
| | IN ASTM SECTION 7.11.5 FOUNDATION WHIP SCREEDS ARE TO |
| | BE PLACED AT THE BOTTOM EDGE OF THE FOUNDATION WEEP |
| | SCREEDS NOT LESS THAN ONE INCH BELOW THE JOINT FORMED |
| | BY THE FOUNDATION AND FRAMING. THE NOSE OF THE WHIP |
| | SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES ABOVE THE |
| | RAW EARTH. |
| | |
| | THIS WOULD MAKE THE VERTICAL MEASUREMENT 12 + 4 + 1 = |
| | 17 INCHES VERTICAL MEASUREMENT. |
| | |
| | PLEASE ALSO REVIEW IN THE 2017 FBC-B A MORE RESTRICTIVE |
| | 6 INCH CLEARANCE REQUIREMENT FOR WOOD SHEATHING |
| | (PLYWOOD) IF NOT PRESSURE TREATED. SEE 2304.12.1.5 WOOD |
| | SIDING. 2304.12.1.5 WOOD SIDING. |
| | |
| | CLEARANCE BETWEEN WOOD SIDING AND EARTH ON THE EXTERIOR |
| | OF A BUILDING SHALL NOT BE LESS THAN 6 INCHES OR LESS |
| | THAN 2 INCHES VERTICAL FROM CONCRETE STEPS, PORCH |
| | SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES |
| | EXPOSED TO THE WEATHER EXCEPT WHERE SIDING, SHEATHING |
| | AND WALL FRAMING ARE OF NATURALLY DURABLE OR |
| | PRESERVATIVE-TREATED WOOD. THIS WOULD BE A MORE |
| | RESTRICTIVE REQUIREMENT OR 12 + 6 + 1= 19 INCH VERTICAL |
| | REQUIREMENT FOR MONOLITHIC FOUNDATIONS. |
| | |
| | 3) THE OTHER ISSUE WITH THE EXTERIOR CEMENT-PLASTER |
| | (STUCCO) FINISH IS THE PLANS DO NOT MENTION THE |
| | REQUIRED 2 LAYERS FOR A WATER-RESISTIVE BARRIER. PLEASE |
| | REVIEW IN THE 2017 FBC-B SECTION 2510.6. |
| | 2510.6 WATER-RESISTIVE BARRIERS. WATER-RESISTIVE |
| | BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION |
| | 1404.2 AND, WHERE APPLIED OVER WOOD-BASED SHEATHING, |
| | SHALL INCLUDE A WATER-RESISTIVE VAPOR-PERMEABLE BARRIER |
| | WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF |
| | WATER-RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE |
| | I. THE INDIVIDUAL LAYERS SHALL BE INSTALLED |
| | INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE |
| | CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN |
| | ACCORDANCE WITH SECTION 1405.4) INTENDED TO DRAIN TO |
| | THE WATER-RESISTIVE BARRIER IS DIRECTED BETWEEN THE |
| | LAYERS. |
| | |
| | 4) SHEET S-2 INDICATES THE NEW RAFTERS ARE 2X8 @ 24 |
| | INCHES ON CENTER AND 2X10 @ 24 INCHES ON CENTER. |
| | IT APPEARS THE 2X8?S HAVE A SPAN OF 12 FEET AND THE |
| | 2X10?S A SPAN OF POSSIBLY 13 FEET. THE PLAN (REVISION) |
| | DOES NOT PROVIDE THE ROOF LIVE LOADS, DEAD LOADS AND |
| | THE TYPE OF CEILINGS THAT ARE GOING TO BE ATTACHED TO |
| | THE RAFTERS SINCE THESE ARE CATHEDRAL CEILINGS. MISSING |
| | IS THE SPECIES AND GRADE OF THE RAFTERS. SIZING OF |
| | RAFTERS CANNOT BE ACCOMPLISHED UNTIL THIS INFORMATION |
| | IS PROVIDE. 2017 FBC-B TABLE 2308.7.2(1). RAFTER SPANS |
| | FOR COMMON LUMBER SPECIES. |
| | |
| | 5) SHEET S-5 WITH THE NEW ADDITION AND DETAIL # 13 |
| | SHOWS THE OVERHANG LESS THAN 6 INCHES COMPLIANCE WITH |
| | 1503.7 FBC-B BOTH THE FRONT AND BACK OF THE BUILDING |
| | WILL BE REQUIRED. GUTTERS WITH DOWNSPOUTS ARE REQUIRED |
| | ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES |
| | HORIZONTAL PROJECTION EXCEPT FOR GABLE AND END RAKES OR |
| | ON A ROOF ABOVE ANOTHER ROOF. |
| | |
| | 6) NEW ROOF WILL NEED TO SHOW COMPLIANCE WITH 2017 |
| | FBC-B 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)(D) ROOFING PRODUCTS |
| | PLEASE PROVIDE 2 SETS OF PRODUCT APPROVALS. |
| | |
| | 7) W. P. B. 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.. |
| | |
| | 8) THE STRUCTURAL SHEET S-5 INDICATES A 3/12 ROOF |
| | SLOPE. PLEASE NOTE THE REQUIREMENT FOR 2 LAYERS OF |
| | UNDERLAYMENT, SEE 2017 FBC-B TABLE 1507.1.1. |
| | |
| | 9) IMPACT FEES - DIGITAL SUBMITTALS: PLANS WILL BE |
| | REVIEWED BY THE PBC IMPACT FEE OFFICE DIGITALLY VIA |
| | PROJECT DOX UPON NOTIFICATION BY THIS OFFICE. |
| | NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST FINAL |
| | FORM. YOU MAY COORDINATE WITH THE IMPACT FEE OFFICE AT |
| | (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL IMPACT |
| | FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME THE |
| | FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM CAN |
| | BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS |
| | TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON |
| | APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO |
| | YOUR PROJECT OR EMAIL IT TO [email protected] . |
| | PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300 |
| | N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL. |
| | |
| | 10) 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 BN, PX, 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] |
| | |
