| Date |
Text |
| 2014-03-24 08:15:49 | BUILDING PLAN REVIEW |
| | |
| | PERMIT: 13090695 |
| | SUBMITTAL: SHOP DRAWINGS/ EXTERIOR METAL STUDS & |
| | CANOPY FRAMING |
| | ADD: 1845 PALM BEACH LAKES SHELL C- WHOLE FOODS |
| | CONT: EMJ |
| | TEL: (561)373-3902 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 1ST REVIEW |
| | DATE:MONDAY MARCH 24/2014 |
| | ACTION:DENIED. |
| | |
| | 1) SUBMITTED EXTERIOR FRAMING SHOP DRAWINGS INDICATE |
| | THE USE OF EXTERIOR SHEATHING PER ARCHITECTURAL SPECS. |
| | THE ARCHITECTURAL PLANS (A301) INDICATE THE INSTALATION |
| | OF 5/8 INCH CDX FIRE RETARDANT TREATED PLYWOOD FOR ALL |
| | EXTERIOR SHEATHING AND ALL WOOD BLOCKING TO BE FIRE |
| | RETARDANT TREATED FOR SIGNAGE. THERE IS NO MENTION OF |
| | THE PLYWOOD BEING REQUIRED ON THE SKETCHES, FIRE |
| | RETADANT TREATED PLYWOOD, 2010 FBC-B 603.1 EXCEPTION # |
| | 1.2 DOES ALLOW FOR THE USE OF FIRE RETARDANT TREATED |
| | PLYWOOD ON EXTERIOR NON-BEARING WALLS WHERE THERE IS NO |
| | FIRE RATING REQUIRED. |
| | |
| | |
| | 2) THE SECOND ISSUE SKETCH SK-3.00 INDICATES THE 5/8 |
| | INCH EXTERIOR PLYWOOD TO BE FASTENED WITH 0.100 DIA. |
| | VERSAPIN GRIPSHANK FASTENERS. THE SK-3.00 INDICATES THE |
| | USE OF 0.100 DIA. VERAPIN GRIPSHANK FASTENERS. PLEASE |
| | PROVIDE THE SIZE OF THE FASTENER BY DIAMETER AND |
| | LENGTH. THE 0.100 DIAMETER GUN NAIL IS LESS THAN A |
| | NUMBER 6 COMMON NAIL PLEASE REVIEW 2010 FBC-B TABLE |
| | 2304.6.1 THIS NAIL WILL NOT MEET THE WINDS FOR 125 MPH |
| | SINCE IT WILL REQUIRE A 1.5 INCH PENETRATION INTO THE |
| | FRAMING MEMBER. |
| | |
| | 3) THE SECOND ISSUE SKETCH SK-3.00 INDICATES THE 5/8 |
| | INCH EXTERIOR PLYWOOD TO BE FASTENED WITH 0.100 DIA. |
| | VERSAPIN GRIPSHANK FASTENERS. THE SK-3.00 INDICATES THE |
| | USE OF 0.100 DIA. VERAPIN GRIPSHANK FASTENERS. WHEN |
| | THESE FASTENERS ARE GOING TO BE FASTENING INTO FIRE |
| | RETARDANT TREATED PLYWOOD THE FASTENERS WILL NEED TO |
| | COMPLY WITH: |
| | |
| | 2010 FBC-B 2304.9.5.1 FASTENERS AND CONNECTORS FOR |
| | PRESERVATIVE-TREATED WOOD.FASTENERS IN CONTACT WITH |
| | PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED |
| | ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON |
| | BRONZE OR COPPER. FASTENERS OTHER THAN NAILS, TIMBER |
| | RIVETS, WOOD SCREWS AND LAG SCREWS SHALL BE PERMITTED |
| | TO BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH |
| | COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55 |
| | MINIMUM. CONNECTORS THAT ARE USED IN EXTERIOR |
| | APPLICATIONS AND IN CONTACT WITH PRESERVATIVE-TREATED |
| | WOOD SHALL HAVE COATING TYPES AND WEIGHTS IN ACCORDANCE |
| | WITH THE TREATED WOOD OR CONNECTOR MANUFACTURER?S |
| | RECOMMENDATIONS. IN THE ABSENCE OF MANUFACTURER?S |
| | RECOMMENDATIONS, A MINIMUM OF ASTM A 653, TYPE G185 |
| | ZINC-COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE |
| | USED. |
| | |
| | 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |