| Date |
Text |
| 2009-01-09 13:55:49 | BUILDING PLAN REVIEW |
| | PERMIT: 07070569 |
| | ADD: 7101 S. DIXIE HWY. |
| | CONT: JLV CONSTRUCTION SERVICES. |
| | TEL: (561)876-8539 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1-9-09 |
| | REVIEW: REVISION: STAIRS. |
| | ACTION: DENIED |
| | |
| | 1) 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. |
| | |
| | 2) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) AFTER |
| | JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC |
| | BUILDING WITH THE 2007 SUPPLEMENTS. THIS INFORMATION |
| | SHALL BE SHOWN ON THE DRAWINGS. |
| | |
| | 3) DUE TO FACT THAT THESE STAIRS ARE EXTERIOR STAIRS |
| | THEY SHALL BE DESIGN TO MEET THE WIND LOAD FOR WEST |
| | PALM BEACH WHICH IS 140 MPH. THE WIND DESIGN |
| | INFORMATION SHALL BE SHOWN ON THE PLANS FBC 1603.1.4. |
| | |
| | 4) FBC 1009.3: THE GREATEST RISE HEIGHT WITHIN ANY |
| | FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE |
| | THAN 3/8 INCH. STAIR RISER HEIGHTS SHALL BE 7 INCHES |
| | MAXIMUM AND 4 INCHES MINIMUM. STAIR TREAD DEPTHS SHALL |
| | BE 11 INCHES MINIMUM. |
| | |
| | 5) NOTE: IF A NEW SET OF STAIRS, HANDRAIL AND GUARD |
| | RAIL IS BUILT, THEY WILL HAVE TO MEET THE REQUIREMENTS |
| | OF THE FBC SECTION 1009, 1012 AND 1607.7. IF THE STAIRS |
| | ARE NEWLY CONSTRUCTED, INDICATE THE TYPE OF MATERIALS |
| | USED TO CONSTRUCT THE STAIRS. THE DRAWINGS ALSO NEED TO |
| | SHOW THE HANDRAIL GRASPABILITY. IF THE HANDRAIL IS NOT |
| | CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT |
| | LEAST 4 INCHES AND NOT GREATER THAN 6.25 INCHES WITH A |
| | MAXIMUM CROSS-SECTION DIMENSION OF 2.25 INCHES FBC |
| | 1009.11.3. SHOW COMPLIANCE. THE STAIRS, HANDRAIL AND |
| | GUARDRAIL MAY MAINTAIN THE EXISTING DESIGN IF THEY ARE |
| | PARTIALLY REPLACE. IF THEY ARE TO BE COMPLETELY REMOVED |
| | AND REPLACED, THEY SHALL MEET THE REQUIREMENTS OF NEW |
| | STAIRS AND THE SECTIONS MENTIONED ABOVE. GUARDS SHALL |
| | FORM A PROTECTIVE BARRIER NOT LESS THAN 42 INCHES. |
| | 1012.2. OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL |
| | PATTERNS SUCH THAT A 4 INCH DIAMETER SPHERE CANNOT PASS |
| | THROUGH. 1012.3. INDICATE HOW THE 2X4 ARE CONNECTED TO |
| | THE NEW 1X6 BRACING. |
| | |
| | 6) FBC 1607.7.1: THE HANDRAIL AND GUARD RAIL SHALL BE |
| | DESIGNED TO RESIST A LOAD OF 50 LBS WHEN APPLIED IN ANY |
| | DIRECTION. THE UNIFORM LIVE LOAD AND CONCENTRATED LOAD |
| | FOR THE STAIRS SHALL ALSO BE STATED PER TABLE 1607.1. |
| | |
| | 7) FBC 106.1: THE NEW STAIRS SHALL BE DESIGN BY A |
| | REGISTERED PROFESSIONAL. THE DESIGN PROFESSIONAL SHALL |
| | HAVE HIS ORIGINAL SEAL, SIGNATURE AND DATE ON THE |
| | DRAWINGS AS REQUIRED BY FLORIDA STATUTES 471 FOR |
| | ENGINEERS AND 481 FOR ARCHITECTS. THE DRAWINGS SHALL |
| | CONTAIN A TITLE BLOCK PER 61G1-16.004. |
| | |
| | 8) ALL DRAWINGS AND INFORMATION SUBMITTED AND BEING |
| | FILED FOR PUBLIC RECORD SHALL CONTAIN THE ORIGINAL |
| | SIGNATURE OF THE DESIGN PROFESSIONAL OR THE PERSON |
| | TAKING RESPONSIBILITY FOR THE INFORMATION; PHOTO COPY |
| | SEAL AND SIGNATURES ARE NOT ACCEPTABLE. THE BUILDING |
| | OFFICIAL MAY ESTABLISH THROUGH DEPARTMENTAL POLICY, |
| | STANDARDS FOR PLANS AND SPECIFICATIONS, IN ORDER TO |
| | PROVIDE CONFORMITY TO ITS RECORD RETENTION PROGRAM. |
| | 106.1.3* |
| | |
| | MYRON JACOBS |
| | BUILDING PLAN REVIEWER |
| | (561)805-6726 |
| | [email protected] |
| | |
