| 2016-07-08 14:06:26 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16061686 |
| | ADD: 415 NORTHWOOD RD. |
| | CONT: INGECO CONTRACTORS LLC |
| | TEL: 561-601-2379 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 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. |
| | |
| | 1ST REVIEW |
| | DATE: FRI. JULY 08/2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A-1 SHOWS (2) INFILL WALLS WITHIN EITHER A |
| | PARTY WALL OR A ZERO LOT LINE BEARING WALL. THE PLANS |
| | ARE NOT CLEAR AS TO WHICH TYPE OF EXTERIOR WALL THIS |
| | IS? |
| | IF THE WALL IN QUESTION IS A PARTY WALL THEN THE WALL |
| | MUST MEET THE REQUIREMENTS FOR A FIRE WALL, SEE FBC-B |
| | 706.1.1 PARTY WALLS. ANY WALL LOCATED ON A LOT LINE |
| | BETWEEN ADJACENT BUILDINGS, WHICH IS USED OR ADAPTED |
| | FOR JOINT SERVICE BETWEEN THE TWO BUILDINGS, SHALL BE |
| | CONSTRUCTED AS A FIRE WALL IN ACCORDANCE WITH SECTION |
| | 706. PARTY WALLS SHALL BE CONSTRUCTED WITHOUT OPENINGS |
| | AND SHALL CREATE SEPARATE BUILDINGS. F1, M & B |
| | OCCUPANCIES ALL REQUIRE A 3 HOUR FIRE WALL. |
| | IF THERE ARE 2 BEARING WALLS, ONE FOR EACH BUILDING |
| | THEN TABLE 601 EXTERIOR BEARING WALLS FOR CONSTRUCTION |
| | TYPE III-B WOULD ALSO REQUIRE 2 HOUR WALLS. PLEASE |
| | UPDATE PLANS ACCORDINGLY. |
| | 2A) THE LAST KNOWN USE UNDER PERMIT NUMBER 00061010 |
| | THERE WAS A DOOR FROM THE RETAIL AREA DIRECTLY INTO |
| | STAIRWELL 109, THIS DOOR OPENING WAS CLOSED UP WITHOUT |
| | THE BENEFIT OF A PERMIT. PLEASE IDENTIFY THE TYPE OF |
| | MATERIALS AND RATING OF THE INFILL. |
| | FBC-B 1009.3.1.2 FIRE-RESISTANCE RATING. EXIT ACCESS |
| | STAIRWAY ENCLOSURES SHALL HAVE A FIRE-RESISTANCE RATING |
| | OF NOT LESS THAN 2 HOURS WHERE CONNECTING FOUR STORIES |
| | OR MORE, AND NOT LESS THAN 1 HOUR WHERE CONNECTING LESS |
| | THAN FOUR STORIES. |
| | 2B) THE SAME STAIRWELL ON THE SUBMITTED PLANS INDICATES |
| | AN EXISTING DOOR BUT UNDER THE LAST PERMIT FOR THIS |
| | SUITE THERE IS NO DOOR NOR IS THERE PLANS SHOWING A |
| | PORTION OF THE EXTERIOR OPENING BEING ENCLOSED. |
| | 2C) THE 1ST FLOOR IN THE PRODUCTION ROOM 101 THERE |
| | SHOWS AN EXISTING EXTERIOR DOOR ON THE EAST SIDE OF THE |
| | BUILDING. PLEASE NOTE UNDER THE LAST KNOWN PERMIT |
| | 00061010 THERE WAS NO DOOR. PLEASE PROVIDE DETAILS OF |
| | REINFORCEMENT COLUMNS, LINTEL OR BEAM TYING BACK INTO |
| | THE MWFRS MAIN WIND FORCE RESISTING SYSTEM. |
| | 2D) PLEASE PROVIDE WHERE THE ACCESSIBLE EGRESS IS |
| | LOCATED ON THE PLANS. 2014 FBC-ACCESSIBILITY CODE |
| | SECTION 207.1 MEANS OF EGRESS SHALL COMPLY WITH SECTION |
| | 1003.2.13 OF THE INTERNATIONAL BUILDING CODE (2000 |
| | EDITION AND 2001 SUPPLEMENT) OR SECTION 1007 OF THE |
| | INTERNATIONAL BUILDING CODE (2003 EDITION). |
| | |
| | 3) NO ACTION REQUIRED, BACK OPEN STAIRWAY IS CONSIDERED |
| | AN EXIT ACCESS STAIR INCOMPLIANCE WITH 1009.3 , 1014.3 |
| | COMMON PATH OF TRAVEL 100 FT. < 30 OCCUPANTS/ WITHOUT |
| | SPRINKLERS & 1016.3 EXIT ACCESS STAIRS. |
| | 4A) SHEET LS.1 THE 2ND FLOOR SHOWS THE SQUARE FOOTAGE |
| | OF 1598 SQ. FT./ 300= 5.33 OCCUPANT LOADS ALWAYS ROUND |
| | UP, THE OCCUPANT LOAD WOULD BE 6 OCCUPANTS. THE |
| | DESIGNER OF RECORD WILL EITHER NEED TO PROVIDE A LETTER |
| | EXPLAINING WHY THERE WOULD BE A REDUCED OCCUPANT LOAD |
| | FOR STORAGE OR PROVIDE VERTICAL ACCESSIBILITY TO THE |
| | 2ND FLOOR. 201.1.1 VERTICAL ACCESSIBILITY. THE |
| | EXCEPTION (3) IS LIMITED TO 5 PERSONS. THE ALTERNATIVE |
| | IS TO PROVIDE A LULA LIFT IN ACCORDANCE WITH 2014 |
| | FBC-ACCESSIBILITY 408 LIMITED USE/ LIMITED APPLICATION |
| | ELEVATOR. |
| | 4B) PLEASE NOTE THAT IF THE DESIGNER OF RECORD DOES |
| | PROVIDE A LULA LIFT THEN PROVISIONS FOR AN AREA OF |
| | RESCUE ASSISTANCE WILL ALSO BE REQUIRED IN ACCORDANCE |
| | WITH 2014 FBC-ACCESS. CODE SECTION 207.1. AND THE |
| | SECTION 1007.6 OF THE 2003 IBC-BUILDING CODE. |
| | 5) PLEASE NOTE THE 2ND FLOOR IS GOING TO BE STORAGE |
| | OCCUPANCY AND WILL NEED TO SHOW COMPLIANCE WITH: |
| | 5A) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 106.1 LIVE LOADS POSTED. WHERE THE LIVE |
| | LOADS FOR WHICH EACH FLOOR OR PORTION THEREOF OF A |
| | COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN |
| | DESIGNED TO EXCEED 50 PSF, SUCH DESIGN LIVE LOADS SHALL |
| | BE CONSPICUOUSLY POSTED BY THE OWNER IN THAT PART OF |
| | EACH STORY IN WHICH THEY APPLY, USING DURABLE SIGNS. IT |
| | SHALL BE UNLAWFUL TO REMOVE OR DEFACE SUCH NOTICES. |
| | 5B) 106.2 ISSUANCE OF CERTIFICATE OF OCCUPANCY. A |
| | CERTIFICATE OF OCCUPANCY REQUIRED BY SECTION 111 |
| | SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD SIGNS, |
| | REQUIRED BY SECTION 106.1, HAVE BEEN INSTALLED. |
| | |
| | 5C) 106.3 RESTRICTIONS ON LOADING. IT SHALL BE UNLAWFUL |
| | TO PLACE, OR CAUSE OR PERMIT TO BE PLACED, ON |
| | ANY FLOOR OR ROOF OF A BUILDING, STRUCTURE OR PORTION |
| | THEREOF, A LOAD GREATER THAN IS PERMITTED BY THIS |
| | CODE. PLEASE VERIFY THE ALLOWABLE FLOOR LIVE LOADS 125 |
| | PSF LIGHT OR 250 PSF HEAVY, FBC-B TABLE 1016.1. |
| | |
| | 6) SHEET S-1 SHOWS A EXISTING 8X12 COLUMN BUT THERE NO |
| | REFERENCE TO WHERE THIS COLUMN IS LOCATED TO THE REST |
| | OF THE BUILDING. THIS COLUMN DOES NOT EVEN SHOW ON THE |
| | LS SHEET OR THE A1 FLOOR PLAN. ADDITIONAL INFORMATION |
| | IS REQUIRED. 107.2.1.3. CONSTRUCTION DOCUMENTS SHALL BE |
| | OF SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE |
| | AND EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT |
| | IT WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| | RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| | DETERMINED BY THE BUILDING OFFICIAL. |
| | |
| | 7) THE PLANS FAIL TO PROVIDE HOW COMPLIANCE WITH 2014 |
| | FBC-ACCESSIBILITY CODE 904.4 SALES AND SERVICE |
| | COUNTERS. SALES COUNTERS AND SERVICE COUNTERS SHALL |
| | COMPLY WITH 904.4.1 OR 904.4.2. THE ACCESSIBLE PORTION |
| | OF THE COUNTER TOP SHALL EXTEND THE SAME DEPTH AS THE |
| | SALES OR SERVICE COUNTER TOP. |
| | |
| | 8) SHEET A-3 DETAIL 14 RESTROOM DETAILS PLEASE REVIEW |
| | THE GRAB BAR DIMENSION IN HOW THEY ARE MEASURED, NO |
| | LONGER DO YOU USE THE CENTER LINE BUT THE TOP OF THE |
| | GRASPING SURFACE. ACCESS. CODE 609.4 POSITION OF GRAB |
| | BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL |
| | POSITION, 33 INCHES (840 MM) MINIMUM AND 36 INCHES (915 |
| | MM) MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP |
| | OF THE GRIPPING SURFACE. |
| | |
| | 9) 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. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |