Date |
Text |
2002-12-19 00:00:00 | |
| BUILDING PLAN REVIEW |
| PERMIT: 02091306 |
| ADD: 3600 AUSTRALIAN |
| CONT: HEDRICK & BROWN |
| TEL: (561)662-8049 GENE GIBSON |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| |
| 1) COMMENT #1, FROM FIRST REVIEW DEALS |
| WITH THE REQUIREMENTS FOR " THRESHOLD |
| BUILDINGS", REG SUBMITTED A DEC 18TH, |
| IT HAS BEEN DETERMINED BY THE BUILDING |
| OFICIAL THAT THIS BUILDING EVEN WITH THE |
| REVISION HAS THE CAPACITY TO BE A |
| THRESHOLD BUILDING BECAUSE THE FOOT- |
| PRINT. ONCE A PERMIT IS ISSUED THE STRUC |
| TURE IS UP A REVISION COULD COME IN |
| DELETING THE SIDE ENTRY DOORS, THE |
| AMOUNT OF SQ FT IN THIS BUILDING AND |
| USAGE REQUIRES A "THRESHOLD INSPECTOR" |
| AND A STRUCTURAL INSPECTION PLAN. |
| FL S. S. 553.71(7) |
| 105.13.1 ADMINISTRATIVE CODE |
| |
| 2) FL BLD CODE 1606.1.5: COMPONENTS & |
| CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| TESTING REPORT, SBCCI OR DADE COUNTY |
| REPORT ARE ACCEPTED. |
| 1606.1.4(1) IN WIND BORNE DEBRIS |
| REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| ASSUMED TO BE OPENINGS UNLESS SUCH |
| GLAZING IS IMPACT RESISTANT OR PROTECTED |
| WITH AN IMPACT RESISTANT COVERING MEET- |
| ING THE REQUIREMENTS OF SSTD 12, ASTM |
| E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| 1) GLAZED OPENINGS LOCATED WITHIN 30 FT |
| OF GRADE SHALL MEET THE REQUIREMENTS OF |
| LARGE MISSLE TEST. |
| MISSING REPORTS: |
| A) FIXED & CASEMENT |
| B) EXTERIOR DOORS |
| C) MULLIONS |
| D) ROOFING ASSEMBLIES |
| IF NO PRODUCT APPROVALS OR CERTIFI- |
| CATE OF COMPLIANCE W/ REFRENCED ENGIN- |
| EERING DRAWINGS ARE NOT SUBMITTED WITH |
| THE PERMIT APPLICATION , THEN A SEPERATE |
| PERMIT WILL BE REQUIRED FOR THE PROTEC- |
| TION DEVICE/ ASSEMBLY AND NO CERTIFICATE |
| OF OCCUPANCY SHALL BE ISSUED UNTIL |
| INSTALLATION OF GLAZING PROTECTION IS |
| COMPLETE. FROM CITY IMPLEMENTATION |
| STANDARD FOR HURRICANE MISSLE IMPACT |
| PROTECTION.(17) |
| |
| 3)1707.4.5.1 MULLIONS OCCURRING |
| BETWEEN INDIVIDUAL WINDOW AND GLASS |
| DOOR ASSEMBLIES. TESTING REPORTS ARE |
| REQUIRED BY AN APPROVED TESTING |
| LABORATORY OR BE ENGINEERED. |
| |
| 4)1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| TO THE ROUGH OPENING SUBTRATE. |
| |
| 5)1503.4.2 OVERFLOW DRAINS SHALL BE |
| THE SAME SIZE AS ROOF DRAINS, INSTALLED |
| WITH THE INLET FLOW LINE LOCATED 2" |
| ABOVE THE LOWEST POINT OF THE ROOF LINE. |
| OVERFLOW SCUPPERS SHALL BE A MINIMUM OF |
| 4"IN HEIGTH AND SHALL BE PLACED IN WALLS |
| OR PARARETS WITH THE INLET FLOW LINE |
| NOT LESS THAN 2" ABOVE THE ROOF SURFACE. |
| SHEET A-3.0/ A-9.0 SECTION 8 |
| INDICATE THROUGH THE WALL DRAINS AND |
| ROOF SCUPPER, THE PLAN DOES NOT INDICATE |
| THE SECONDARYEMERGENCY OVERFLOW, |
| WHICH THE BOTTOM OF THE EMERGENCY OVER- |
| FLOW IS TO BE A MINIMUM OF 2" ABOVE THE |
| ROOF DECK AND NOT OVER 4" ABOVE THE ROOF |
| NO EMERGENCY OVERFLOW ILLUSTRATED! |
| |
| BEFORE A PERMIT TO CONSTRUCT, MAY |
| BE ISSUED, IMPACT FEES MUST BE PAID TO |
| PALM BEACH COUNTY. THE ACTUAL PERMIT |
| SET OF PLANS MUST BE STAMPED BY THAT |
| OFFICE, AND A COPY OF THE PAID RECEIPT |
| ATTACHED TO THE PERMIT APPLICATION. |
| PLEASE CALL (561)233-5025 FOR MORE |
| INFORMATION. |
| |
| LOOK FOR COMMENTS BY THE OTHER PLAN |
| REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| ON THE APPLICATION, PLANS, OR ATTACHED |
| SEPARATELY. WHEN RESUBMITTING PLANS |
| PLEASE CLEARLY INDICATE THE REVISION AND |
| REMOVE AND REPLACE ANY PAGES AS NECESS- |
| ARY. A TRANSMITTAL LETTER LISTING THE |
| ORIGINAL REVIEW COMMENT NUMBER, WITH A |
| DESCRIPTION OF THE REVISION MADE, IDEN- |
| TIFYING THE SHEET OR SPECIFICATION PAGE |
| WHERE THE CHANGES CAN BE FOUND, WILL |
| HELP TO EXPEDITE YOUR PERMIT. THANK YOU |
| FOR YOUR ANTICIPATED COOPERATION. |
| JIM WITMER |
| PLAN REVIEW |
| TEL: (561)659-8096 EX.8412 |
| FAX: (561)659-8026 |