| Date |
Text |
| 2009-02-09 16:18:57 | 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 |
| | |
| | 2-9-09 |
| | REVIEW: 2 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) OK |
| | 3) OK |
| | 4) OK |
| | |
| | 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. THE TYPICAL TOP RAIL DETAIL DO NOT |
| | MEET THE REQUIREMENTS OF SECTION 1009.11.3. SHOW |
| | COMPLIANCE. |
| | |
| | 6) 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. THE TITLE BLOCK |
| | IS MISSING ON THE PLANS. |
| | |
| | 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* |
| | |
| | NOTE: INDICATE THE ADDITIONAL COST OF THE STAIRS ON THE |
| | APPLICATION INCLUDING DESIGNER FEES. 108.3* |
| | |
| | MYRON JACOBS |
| | BUILDING PLAN REVIEWER |
| | (561)805-6726 |
| | [email protected] |
| | |
