| Date |
Text |
| 2015-02-27 14:46:29 | BUILDING PLAN REVIEW |
| | PERMIT: 14100651 |
| | ADD: 526 NORTHWOOD |
| | CONT: K & M CONSTRUCTION |
| | TEL: (561)383-2817 |
| | |
| | 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. |
| | |
| | 2010 EXISTING BUILDING CODE LEVEL II 701.3 |
| | COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, |
| | SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS |
| | OF THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | IMPORTANT NOTICE: EFFECTIVE MAY 11, 2015 |
| | ALL PERMIT APPLICATION PLAN REVIEWS WILL BE PERFORMED |
| | ELECTRONICALLY |
| | UPON APPLICATION AND FEE PAYMENT DESIGN DOCUMENTS |
| | SUBMISSION OPTIONS ARE AS FOLLOWS: |
| | 1 UPLOAD VIA THE PROJECTDOX PORTAL WITH DIGITAL |
| | SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE |
| | THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT |
| | 2 INCLUDE ON A CD IF DESIGN PROFESSIONAL DIGITAL |
| | SIGNATURES ARE PROVIDED AS REQUIRED; USE THE REQUIRED |
| | NAMING CONVENTION FOR EACH DOCUMENT |
| | 3 INCLUDE ON A CD WITH ONE SET OF TRADITIONAL PAPER |
| | DESIGN DOCUMENTS SIGNED AND SEALED AS REQUIRED; USE THE |
| | REQUIRED NAMING CONVENTION FOR EACH DOCUMENT |
| | 4 ONE SET OF TRADITIONAL PAPER DESIGN DOCUMENTS SUBJECT |
| | TO ADMINISTRATIVE FEES TO DIGITIZE THE DOCUMENTS |
| | ADDITIONAL INFORMATION WILL BE PROVIDED WHEN IT BECOMES |
| | AVAILABLE |
| | |
| | 2ND REVIEW |
| | DATE: FRI. FEB. 27/ 2015 |
| | ACTION: DENIED |
| | |
| | 1) COMPLIED. |
| | |
| | 2) 2ND REQUEST, SEMI-COMPLIED. THE PLANS INDICATE A 146 |
| | MPH WIND SPEED. THE PLANS DO NOT STATE IF THIS WIND |
| | SPEED IS IN VULT OR VASD. THE PRESSURES PROVIDED |
| | INDICATES A C EXPOSURE, TAKEN AT 30 FEET AND WORST CASE |
| | SCENARIO OR WALL ZONE 5 FOR 10 SQ. FT. THE PRESSURES |
| | WOULD EQUATE TO 132 MPH VASD NOT A 146MPH. 2010 FBC-B |
| | 1609.1.5 & 1609.1.2.3.1. |
| | |
| | 3) 2ND REQUEST. 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.. |
| | |
| | 4A) 2ND REQUEST. SHEET A-3 VARIOUS ELEVATIONS SHOW |
| | ORNATE ARCHITECTURAL FACADE WORK, THERE ARE NO DETAILS |
| | HOW THE FACADE WILL BE MADE OR SECURED TO THE BUILDING. |
| | SHEET A-7 SHOWS NEW COLUMNS, THERE IS A BEAM SCHEDULE |
| | THAT STATES POURED, THESE ARE EXISTING BEAMS? THE SUITE |
| | 528 SHOWS ON THE FRONT OF THE BUILDING EXISTING BUT THE |
| | WEST FACADE DOES NOT STATE EXISTING ON THE FLOOR PLAN? |
| | IF THESE ARE TO BE NEW COLUMNS AND BEAMS, THERE SHOULD |
| | BE A SHORING PLAN SHOWING HOW THE ROOF FRAMIG ROOF DECK |
| | AND EXISTING PARAPET ARE GOING TO BE HELD IN PLACE |
| | WHILE THE BEARING WALL IS DEMOLISHED AND REBUILT? |
| | |
| | 4B) WITH THE WEST ELEVATION WALL BEING REBUILT THE BEAM |
| | AND COLUMNS ARE SHOWN BUT THERE IS NO MENTION OF THE |
| | STRAPING OF THE 2X10S AND LOADS TO BE TRANSMITTED INTO |
| | THE NEW BEAM AND COLUMNS, PART OF THE MWFRS MAIN WIND |
| | FORCE RESISTING SYSTEM. 1609.1. |
| | |
| | 4C) SHEET A-6 WALL SECTIONS SHOW STEM WALL |
| | CONSTRUCTION, SHEET A7 NOTES ON THIS SHEET ARE |
| | CONFUSSING ON FOUNDATIONS. AT ENTRY AREAS NOTE # 1 |
| | ENTRY PIERS MAY UTILIZE P. T. SOUTHERN PINE NO, 2 GRADE |
| | 2X6 FRAMING W/ CONCRETE SLAB EXTENSION. A 2ND NOTE |
| | BELOW THIS INDICATES: REMOVE PORTION OF SLAB FOR NEW |
| | CONCRETE PADS 42X 42X12 INCH W/ #5 6 INCHES EACH WAY. |
| | ARE ALL NEW COLUMNS GOING TO RECEIVE NEW FOOTER PADS, |
| | WOULDN'T THE ENTRY FRAMING LAND ON THSE NEW PADS, THE |
| | HEIGHT OF THE FOUNDATION IS NOT GIVEN? WILL THE STEM |
| | WALL CONSTRUCTION TAKE PLACE UNTIL THE HEIGHT OF THE |
| | FINISH FLOOR FOR THE COLUMN AND ENTRY PIERS, ONE POUR |
| | WITH NO COLD JOINTS? |
| | 2114.2 CONCRETE BEARING LEDGE. |
| | BRICK, STONE OR OTHER VENEER SHALL BE SUPPORTED BY A |
| | CONCRETE BEARING LEDGE AT LEAST EQUAL TO THE TOTAL |
| | THICKNESS OF THE BRICK, STONE OR OTHER VENEER, WHICH IS |
| | POURED INTEGRALLY WITH THE CONCRETE FOUNDATION. NO |
| | SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL |
| | CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT |
| | SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE |
| | IS AN APPROVED PHYSICAL BARRIER. AN APPROVED PHYSICAL |
| | BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL |
| | SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED |
| | IN A MORTAR JOINT. IF MASONRY VENEER EXTENDS BELOW |
| | GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED |
| | TO THE CAVITY CREATED BETWEEN THE VENEER AND THE |
| | FOUNDATION, IN LIEU OF A PHYSICAL BARRIER. |
| | |
| | 4D) TO DATE NO FRAMING DETAILS HAVE BEEN PROVIDED FOR |
| | THE COVERED ENTRY. 107.3.5 MINIMUM PLAN REVIEW CRITERIA |
| | FOR BUILDINGS. 107.3.5.1 COMMERCIAL BUILDINGS: |
| | STRUCTURAL REQUIREMENTS SHALL INCLUDE: WALL/ ROOF |
| | SYSTEMS |
| | |
| | 5) 2ND REQUEST. 107.3.5 MINIMUM PLAN REVIEW CRITERIA |
| | FOR BUILDINGS. THE EXAMINATION OF THE DOCUMENTS BY THE |
| | BUILDING OFFICIAL SHALL INCLUDE THE FOLLOWING MINIMUM |
| | CRITERIA AND DOCUMENTS:FLASHING DETAILS AND WILL THERE |
| | BE WOOD BUCKS FOR WINDOWS AND DOORS? |
| | 1405.12.7 FLASHING. |
| | EXPOSED EDGES OF THIN EXTERIOR STRUCTURAL GLASS VENEER |
| | SHALL BE FLASHED WITH OVERLAPPING CORROSION-RESISTANT |
| | METAL FLASHING AND CAULKED WITH A WATERPROOF COMPOUND |
| | IN A MANNER TO EFFECTIVELY PREVENT THE ENTRANCE OF |
| | MOISTURE BETWEEN THE GLASS VENEER AND THE BACKING. |
| | 1405.13 EXTERIOR WINDOWS AND DOORS. |
| | WINDOWS AND DOORS INSTALLED IN EXTERIOR WALLS SHALL |
| | CONFORM TO THE TESTING AND PERFORMANCE REQUIREMENTS OF |
| | SECTION 1715.5. |
| | |
| | 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. |
| | |
| | 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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