| Date |
Text |
| 2008-01-15 16:01:17 | BUILDING PLAN REVIEW |
| | PERMIT: 06110349 |
| | ADD: 5720 PREMIER PARK DR. BLDG# 3 |
| | CONT:GLOBAL CONSTRUCTION ASSOCIATES LLC |
| | TEL: (954)444-8463 |
| | |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE WITH 2006 |
| | REVISIONS |
| | * WEST PALM BEACH AMENDMENTS ADMINISTRATIVE CODE |
| | |
| | 4THREVIEW- AS APERMIT APPLICATION! |
| | ACTION: DENIED |
| | |
| | |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | WHEN RESUBMITTING PLANS PLEASE REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. |
| | A TRANSMITTAL LETTERLISTING 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)FL S S 713.13 |
| | NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF |
| | THE COURT BEFORE A PERMIT WILL BE ISSUED. NOTE: |
| | 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF |
| | COMMENCEMENT IS NOT ACTUALLY COMMENCED WITHIN 90 DAYS |
| | AFTER THE RECORDING THEREOF, SUCH NOTICE IS NULL & |
| | VOID. |
| | |
| | 3) SEMI-COMPLIED, REQUIRES THREE "ORIGINAL"ORIGINAL |
| | SIGNATURES NOT COPIES!!!! AND RAISED EMBOSSED SEALED |
| | REPORTS. REPORTS SUPPLIED FROM JULY 17,2006 3RD |
| | REQUEST, SUBMITTED (3) REPORTS DATED MAY 21, 2004, |
| | STRUCTURAL SHEETS INDICATE A SOILS TEST WAS CONDUCTED |
| | BY NUTTING ENGINEERING, PROJECT# 14157.1, JULY 17, |
| | 2006. PLEASE PROVIDE 3 ORIGINAL DOCUMENTS SIGNED AND |
| | SEALED. |
| | FL BLD CODE 1804.2.2 QUESTIONABLE SOILS, WHERE THE |
| | BEARINGCAPACITY IS NOT DEFINETLY KNOWN OR IS IN |
| | QUESTION. WHERE THE BEARING CAPACITY OF THE SOIL IS NOT |
| | DEFINITLY KNOWN OR IS IN QUESTION THE BUILDING OFFICIAL |
| | MAY REQUIRE EXPLORATIONS, TEST OR OTHER ADEQUATE PROOF |
| | AS TO THE PERMISSIBLE SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDATIONS SUBMITTED |
| | TO VERIFY BEARING CAPACITY SHALL BE CERTIFIED BY A |
| | GEOTECHNICAL |
| | REPORT FROM A DESIGN PROFESSIONAL PROPERLY LICENSED IN |
| | THE STATE OF FLORIDA. |
| | |
| | |
| | |
| | |
| | 4 -6 ) COMPLIED. |
| | |
| | 7)FOURTHREQUEST,FL BLD CODE 1609.1.4: |
| | COMPONENTS & CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD |
| | OR RESIDENT INSPECTOR) OF PRODUCT TESTING REPORTS |
| | ,MISSING REPORTS ARE AS FOLLOWS: |
| | A) STOREFRONT WINDOWS REPORTS SUPPLIED FROM YKKWILL |
| | EITHER NEED ENGINERING CALCULATIONS OR THE DADE COUNTY |
| | REPORT. THE STATE COVER SHEET INDICATES IF ANCHOR |
| | CALCULATIONS HAVENOT BEEN VERIFIED BY A PE A 1/3RD |
| | DECREASE NEEDS TO BE TAKEN. ALSO HIGHLIGHT AS TO WHICH |
| | GLASS TYPE WILL BE INSTALLED IN THE FRAME FOR THE |
| | POSITIVE AND NEGATIVE PRESSURES TO BE USED. |
| | B) MULLIONS- UNDER STOREFRONT REPORT |
| | C) SKYLIGHTS- THE SKYLIGHTS REPORTS ARE OK, PLANS NEED |
| | WELDING INFO FOR THE SKYLIGHT BASE TO THE BARJOISTD) |
| | EXTERIOR GLAZED DOORSREPORTS SUPPLIED FROM YKKWILL |
| | EITHER NEED ENGINERING CALCULATIONS OR THE DADE COUNTY |
| | REPORT. THE STATE COVER SHEET INDICATES IF ANCHOR |
| | CALCULATIONS HAVENOT BEEN VERIFIED BY A PE A 1/3RD |
| | DECREASE NEEDS TO BE TAKEN. ALSO HIGHLIGHT AS TO WHICH |
| | GLASS TYPE WILL BE INSTALLED IN THE FRAME FOR THE |
| | POSITIVE AND NEGATIVE PRESSURES TO BE USED. |
| | E) EXTERIOR HOLLOW METAL DOORS-OK |
| | F) ROLL UP DOORS-OK |
| | G) LOUVERS- OK |
| | H) ROOFING ASSEMBLIES- THE REPORT FROM FEDERAL |
| | REFRENENCES THE WRONG NOA NUMBERAND THE AMOUNT OF PAGES |
| | FOUND IN THE REPORT. |
| | |
| | 1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE DEBRIS |
| | REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE |
| | PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS |
| | SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF |
| | GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE |
| | ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH |
| | AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS |
| | OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE |
| | TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1. |
| | GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE |
| | SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST. |
| | 2.GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1 |
| | M) ABOVE GRADE SHALL MEET |
| | THE PROVISIONS OF THE SMALL MISSILE TEST. |
| | |
| | 8-10) COMPLIED. |
| | |
| | 11) BUILDING PROVISO: SHOP DRAWINGS TO BE SUBMITTED FOR |
| | ANCHORAGE OF EFIS MOLDINGS BEFORE START OF INSTALLATION |
| | WITH FASTENING INFORMATION.1406.2.2 |
| | |
| | 12-15) COMPLIED. |
| | |
| | 16)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. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
