| 2014-02-24 14:22:40 | BUILDING PLAN REVIEW |
| | PERMIT:14011840 |
| | ADD: 4601 S FLAGLER DR |
| | CONT: CEDARS ELECTRO-MECHANICAL, INC, |
| | TEL: (561)588-4088 |
| | |
| | 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. |
| | |
| | 1ST REVIEW |
| | DATE: MON. FEB. 24/ 2014 |
| | ACTION: DENIED |
| | |
| | 1) PLEASE VERIFY THE TYPE OF STRUCTURAL COMPONENTS THE |
| | 2ND STORY ROOF STRUCTURE IS COMPOSED FROM. THERE MAY BE |
| | MORE CURRENT RECORDS BUT THE FLAT ROOFED 2ND STORY WAS |
| | BUT IN 1956 WE HAVE CITY RECORDS CONFIRMING THE ROOF |
| | DECKING SHALL BE POREX SLABS 32 INCHES X 96 INCHES X 2 |
| | INCHES AND SHALL BE ERECTED ON # 214 BULB TEE SUB |
| | PURLINS. PLEASE VERIFY THE ROOF DECKING MATERIAL AND |
| | ALLOWABLE STRENGTH OF THE MATERIAL. SHEET GS-2 PULL OUT |
| | VALUE OF ANCHORS, ONCE THE ROOF DECK TYPE IS VERIFIED |
| | HIGH LIGHT AND OR CIRCLE THE TYPE OF CONCRETE STRENGTH |
| | AND ANCHOR AND CORRESONDING VALUE. |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 2) BOTH SHEETS GS-2 & WL-1 BOTH INDICATE A EXPOSURE |
| | CATEGORY B, THIS LOCATION IS DIRECTLY ACROSS FROM THE |
| | INTERCOSTAL, A D EXPOSURE WOULD BE THE EXPOSURE. PLEASE |
| | PROVIDE WHY YOU ARRE DERATING THE WIND FROM 170 TO 150 |
| | WHEN THE IMPORTANCE FACTOR IS 1.00. THERE ARE |
| | DISCREPANCIES IN VALUES THAT WILL NEED TO BE |
| | RE-EVALUATED BEFORE PERMIT ISSUANCE. |
| | EXPOSURE D. EXPOSURE D SHALL APPLY WHERE THE GROUND |
| | SURFACE ROUGHNESS, AS DEFINED BY SURFACE ROUGHNESS D, |
| | PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT |
| | LEAST 5,000 FEET (1524 M) OR 20 TIMES THE HEIGHT OF THE |
| | BUILDING, WHICHEVER IS GREATER. EXPOSURE D SHALL EXTEND |
| | INLAND FROM THE SHORELINE FOR A DISTANCE OF 600 FEET |
| | (183 M) OR 20 TIMES THE HEIGHT OF THE BUILDING, |
| | WHICHEVER IS GREATER FROM AN EXPOSURE D CONDITION AS |
| | DEFINED IN THE PREVIOUS SENTENCE. |
| | |
| | 3) PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B 1609.8 |
| | ROOFTOP STRUCTURES AND EQUIPMENT. |
| | THE LATERAL FORCE ON ROOFTOP STRUCTURES AND EQUIPMENT |
| | WITH AF LESS THAN (0.1BH) LOCATED ON BUILDINGS OF ALL |
| | HEIGHTS SHALL BE DETERMINED FROM EQUATION 29.5-1 OF |
| | ASCE 7 IN WHICH THE VALUE OF GCF SHALL BE TAKEN AS 3.1. |
| | GCF SHALL BE PERMITTED TO BE REDUCED LINEARLY FROM 3.1 |
| | TO 1.1 AS THE VALUE OF AF IS INCREASED FROM (0.1BH) TO |
| | (BH). THE VALUE OF G FROM SECTION 26.9 OF ASCE 7 SHALL |
| | NOT BE USED. ADDITIONALLY, A SIMULTANEOUS UPLIFT FORCE |
| | SHALL BE APPLIED, GIVEN BY EQUATION 29.5-1 OF ASCE 7 IN |
| | WHICH GCF = 1.5 AND AF IS REPLACED BY THE HORIZONTAL |
| | PROJECTED AREA, AR, OF THE ROOFTOP STRUCTURE OR |
| | EQUIPMENT. FOR THE UPLIFT FORCE GCF SHALL BE PERMITTED |
| | TO BE REDUCED LINEARLY FROM 1.5 TO 1.0 AS THE VALUE OF |
| | AR IS INCREASED FROM (0.1BL) TO (BL). |
| | |
| | 4) SHEET WL-1 SUB-STRUCTURE INCASE OF ROOF STRUCTURE |
| | ADJUSTMENT INDICATES THE USE OF 1/4 INCH CONCRETE |
| | SLEEVE ANCHORS, PLEASE PROVIDE VALUES FOR THIS TYPE OF |
| | ANCHOR, PROVIDE A MANUFACTURER, & LENGTH NOT PROVIDED |
| | ON SHEET. DOES THIS ANCHOR TIE TO THE VALUES FOUND ON |
| | GS-2, GS-2 DOES NOT SPECIFY THE TYPE OF ANCHOR THIS |
| | CHART IS TO BE USED FOR? 2010 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION, 2010 EDITION 107.2.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 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] |
| 2014-02-18 12:39:07 | HAND DELIVERED TO JW |
