| 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] |
| | |
| | |
