| Date |
Text |
| 2015-06-12 11:54:37 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15030014 |
| | ADD: 1717 EDGER ST. |
| | CONT: BATTEN |
| | TEL: (561)655-3344 |
| | E-MAIL: ???? |
| | |
| | 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. |
| | |
| | 2ND REVIEW |
| | DATE: FRI. JUNE / 2015 |
| | ACTION: DENIED |
| | |
| | 1) COMPLIED. NOTE THE NEW MEZZANINE LEVEL DOE NOT NEED |
| | VERTICAL ACCESSIBILITY. AREA STORAGE/ DESIGNED FOR 125 |
| | LB LIGHT STORAGE, OCCUPANT LOAD OF (2). |
| | |
| | 2) 2ND REQUEST. SEMI-COMPLIED. HAND RAIL SYSTEM. |
| | SECTION # 2 SHOWS THE HAND RAIL ON THE EXTERIOR OF THE |
| | GUARD RAIL SYSTEM ON THE MEZZANINE PLATFORM. PLEASE |
| | PROVIDE A CUT SECTION THROUGH THE STAIR SHOWING THE |
| | GUARDRAIL AND HAND RAIL SYSTEM. FBC-B 1012.2 HEIGHT, |
| | ALSO REVIEW THE REQUIRED CLEARANCE BETWEEN THE HANDRAIL |
| | AND WALL OR BACKING OF GUARDRAIL, FBC-B 1012.7. |
| | . |
| | |
| | 3) 2ND REQUEST, SEMI COMPLIED. PLEASE REVIEW THE |
| | DIMENSION LINES AT THE BOTTOM OF THE STAIRS, THE HEIGHT |
| | DIMENSION STOPS AT THE 1ST RISER NOT THE FLOOR LEVEL. |
| | THE 2ND ISSUE IS THE 42 INCHES IS TO BE TAKEN AT THE |
| | FRONT OF THE STAIR, NOT THE BACK OF THE STAIR, SEE THE |
| | TOP O FTHE STAIR, THE 42 INCHES IS TAKEN FROM THE BACK |
| | OF THE STAIR, THE GUARDRAIL IS NOT 42 INCHES TALL. |
| | FBC-B 1013.2. |
| | |
| | 4) WITH THE GUARDS GOING TO THE REQUIRED 42 INCHES, |
| | PLEASE SHOW COMPLIANCE WITH 2010 FBC-B1012 HANDRAILS |
| | SECTIONS 1-8. |
| | |
| | 5A) PROVISO: TO BE POSTED AT THE JOBSITE. 2010 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 (2.40 KN/M2), 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. |
| | |
| | 15B) SEMI COMPLIED, THE ENGINEER OF RECORD HAS PROVIDED |
| | CALCULATIONS FOR THE LOADING OF THE LEDGER, PLEASE |
| | PROVIDE VERIFICATION OF THE ALLOWABLE LOADS THAT CAN BE |
| | TAKEN FOR THE SPECIFIC TYPE OF FASTENER TO BE USED IN |
| | THE INSTALATION, PLEASE ALSO VERIFY THE ALLOWABLE LOADS |
| | THAT CAN BE TAKEN FOR MASONRY UNITS VERSES THAT FOR |
| | 2,000 PSI CONCRETE. |
| | |
| | 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 |
| | PROVIDE CALCULATIONS FOR THE LOADS O BE IMPOSED ON THE |
| | WALL LEDGER AND TAPCONS THAT WILL BE HOLDING THE FLOOR |
| | LOADS. THE PLANS INDICATE THE USE OF 1/4 INCH TAPCONS |
| | WITH 1 1/4 EMBEDMENT @ 8 INCHES O. C. THE PLANS DO NO |
| | INDICATE THE VALUE OF THE TAPCONS ULTAMENT OR |
| | ALLOWABLE, THE VALUES FOR CONCRETE AND OR CMU UNITS. |
| | THE UNKNOWNS OF IFTHERE IS A CONCRTE TIE BEAM VERSES |
| | CONCRETE BLOCK, THERE ARE GREAT DIFFERENCES IN VALUES |
| | THAT ARE UNKNOWN FOR THE LIVE LOADS (VALUE NOT PROVIED) |
| | OF FBC- TABLE 1607.1 (36) LIGHT 125 PSF UNIFORM |
| | LOADING. |
| | |
| | 6) COMPLIED. THE PLANS FAIL TO PROVIDE THE LIVE LOADS |
| | FOR THE STAIRS, FBC-B TABLE 1607.1 (35) 100 PSF. |
| | |
| | 7) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL |
| | PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND |
| | A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 8) NOE ONLY (1) SET OF NEW PLANS WERE SUBMITTED. |
| | |
| | 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 CAN NOT 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 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | DEVELOPMENT SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
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