Date |
Text |
2016-02-26 09:47:14 | BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 16020642 |
| ADD: 421 BELVEDERE RD. |
| CONT: L B ROWE |
| TEL: 835-1499 |
| E-MAIL: ???????????? |
| |
| 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. FEB. 26/2014 |
| ACTION: DENIED |
| |
| 1) SHEET 1.0A : |
| |
| 1A) THERE IS A NOTE ON THIS SHEET DOUBLE 2 X 10 X18 FT |
| ROOF JOIST AT 16 INCHES O.C.(TOTAL OF 18) FASTENED |
| TOGETHER. |
| THE PLANS INDICATE 10 DOUBLED JOIST. THE ABOVE |
| STATEMENT DOES NOT MAKE IT CLEAR IF 9 DOUBLED JOIST ARE |
| BEING REPLACED OR IF 18 DOUBLED JOIST ARE BEING |
| REPLACED SINCE THE COUNT DIFFERS FROM WHAT IS SHOWN ON |
| THE PLANS? 107.2.1.3 ADDITIONAL INFORMATION IS |
| REQUIRED. DISCREPANCY IN PLANS. |
| |
| 1B) THIS SAME SHEET INDICATES THE INSTALATION OF DOUBLE |
| 2 X 10 X18 FT. ROOF JOIST AT 16 INCHES O.C. BUT THERE |
| IS NO MENTION OF HOW THE JOIST ARE GOING TO BE FASTENED |
| AT THE ENDS TO BECOME OF THE (MWFRS) MAIN WIND FORCE |
| RESISTING SYSTEM AS WELL AS THE ROOF FRAMING THAT THE |
| ROOF DIAPHRAGM WILL FASTEN INTO? |
| 2014 FBC-B 2309.9.3 JOIST HNGERS AND FRAMING ANCHORS. |
| 2304.10.3 ROOF FRAMING. EVERY ROOF GIRDER AND AT LEAST |
| EVERY ALTERNATE ROOF BEAM SHALL BE ANCHORED TO ITS |
| SUPPORTING MEMBER; AND EVERY MONITOR AND EVERY SAWTOOTH |
| CONSTRUCTION SHALL BE ANCHORED TO THE MAIN ROOF |
| CONSTRUCTION. SUCH ANCHORS SHALL CONSIST OF STEEL OR |
| IRON BOLTS OF SUFFICIENT STRENGTH TO RESIST VERTICAL |
| UPLIFT OF THE ROOF. |
| |
| 1C) THE PLANS INDICATE THE USE OF DOUBLE 2 X 10 X 18 |
| FT. BUT THE DESIGNER OF RECORD DOES NOT INDICATE THE |
| SPECIES OF WOOD, GRADE, NOR THE MODULUS OF ELASTICITY |
| (E-VALUE) NOR THE (FB-VALUES BENDING) FOR SAWN LUMBER |
| FRAMING MEMBERS. 2014 FBC-B 2307.1 LOAD & RESISTANCE |
| FACTOR DESIGN. CLEAR SPAN NOT GIVEN AS WELL? |
| |
| 1D) THE PLANS ALSO INDICATE THE REPLACEMENT OF THE ROOF |
| SHEATHING BUT NO NAILING SCHEDULE FOR ROOF SHEATHING |
| NAILING PATTERN WAS PROVIDED? 107.2.1.3 ADDITIONAL |
| INFORMATION REQUIRED. FBC-B TABLE 2304.9.1 SEE |
| FOOTNOTES "N & O". |
| |
| 1E) ADDITIONAL INFORMATION REQUIRED 107.2.1.3. ON THIS |
| PLAN THERE IS ON THE EAST WALL A WINDOW IDENTIFIED AS |
| (1) AND A DOOR IDENTIFIED AS (5) BOTH OF THESE WERE IN |
| THE FIRE AREA BUT THE PLANS AARE NOT CLEAR IF THESE |
| AREAS WERE DESTROYED DURING THE FIRE AND WERE TO BE |
| REPLACED. |
| THE NORTH WALL IN THE FIRE AREA THERE IS A DASHED LINE, |
| EITHER A DOOR OR WINDOW, PLEASE IDENTIFY, WAS THIS AREA |
| ALSO BREACHED DURING THE FIRE? |
| |
| 2) 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. |
| |
| 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] |
| |
| |