| Date |
Text |
| 2009-01-29 10:00:15 | BUILDING PLAN REVIEW |
| | PERMIT: 09010401 |
| | ADD: 100 N CLEMATIS ST |
| | CONT: CATALFUMO |
| | TEL: (561)282-8265 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW |
| | ACTION: DENIED |
| | |
| | 1A) INFORMATIONAL: 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. |
| | |
| | 1B) INFORMATIONAL: PLEASE SUBMIT 2 OF ALL SURVEYS, |
| | PLANS, REPORTS, REVISIONS , PRODUCT APPROVALS AND OR |
| | SUBMITTALS FOR REVIEW FOR PERMIT. IF YOUR PROJECT WILL |
| | REQUIRE A RESIDENT INSPECTOR OR IF YOUR PROJECT IS A |
| | THRESHOLD BUILDING REQUIRING A THRESHOLD INSPECTOR THEN |
| | (3) THREE SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED |
| | FOR PERMIT ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTS |
| | WEST PALM BEACH ADMINISTRATIVE CODE. |
| | |
| | 2) SHEET S-3 UNDER NOTE# 9 CAST IN PLACE CONCRETE PILES |
| | (AUGER PILES) |
| | |
| | 2A) NOTE (A) HAS THREE ISSUES THE PILE DESCRIPTION HAS |
| | LEFT OUT BEHIND 14 (INCHES), |
| | |
| | 2B) NOTE (A) THE UNIT OF WEIGHT WAS LEFT OF BEHIND THE |
| | (10) KIPS, TONS UNKNOWN, 10 ALLOWABLE TENSION CAPACITY |
| | |
| | 2C) NOTE (A) INDICATES 5 KIPS LATERAL CAPACITY, WHILE |
| | THE AUGER PILE REPORT FROM ARDAMAN INDICATES A YIELD OF |
| | 1 TON( 2KIPS), WITH THE SOILS REPORT ONLY OBTAINING 2 |
| | KIPS LATERAL LOADING OUT OF A 14" AUGER PILE |
| | WOULD A LARGER PILE BE REQUIRED TO ACHIEVE THE 5 KIPS |
| | LATERAL LOADING REQUIRED BY THE PILE DESIGN ON SHEET |
| | S-3? |
| | |
| | 3) ARDAMANS SOILS REPORT# 08-2035 INDICATES THE USE OF |
| | 14 INCH DIAMETER AUGERCAST PILE INSTALLED TO DEPTHS OF |
| | APPROXIMATELY 40 FEET. SECTION 1810.3.2 THE PILE LENGTH |
| | SHALL NOT EXCEED 30 TIMES THE AVERAGE DIAMETER. THE |
| | MINIMUM DIAMETER SHALL BE 12 INCHES (305 MM). |
| | EXCEPTION: THE LENGTH OF THE PILE IS PERMITTED TO |
| | EXCEED 30 TIMES THE DIAMETER, PROVIDED THAT THE DESIGN |
| | AND INSTALLATION OF THE PILE FOUNDATION ARE UNDER THE |
| | DIRECT SUPERVISION OF A REGISTERED DESIGN PROFESSIONAL |
| | KNOWLEDGEABLE IN THE FIELD OF SOIL MECHANICS AND PILE |
| | FOUNDATIONS. THE REGISTERED DESIGN PROFESSIONAL SHALL |
| | CERTIFY TO THE BUILDING OFFICIAL THAT THE PILES WERE |
| | INSTALLED IN COMPLIANCE WITH THE APPROVED CONSTRUCTION |
| | DOCUMENTS. |
| | |
| | 30 TIMES THE PILE DIAMETER OF 14 INCHES EQUALLS 420 |
| | INCHES. THE PILE LENGTH OF 40 FEET EXPRESED IN ICHES IS |
| | 480 INCHES WHICH EXCEEDS THE ALLOWABLE 420INCHES. THE |
| | EXCEPTION DOES ALLOW FOR THE PILE TO BE DEEPER UNDER |
| | THE DIRECT SUPERVISION OF A REGISTERED DESIGN |
| | PROFESSIONAL. SHEET S-3 AUGERCAST PILE NOTE (G) THE |
| | CONTRACTOR SHALL ENGAGE THE SERVICES OF A REGISTERED |
| | PROFESSIONAL ENGINEER TO SUPERVISE AND CERTIFY THAT THE |
| | PILE INSTALLATION WORK COMPLIES WITH THE DESIGN |
| | REQUIREMENTS. WE HAVEN'T SEEN ANY DOCUMENTS FROM THE |
| | CONTRACTOR INDICATING COMPLIANCE WITH THIS SECTION. |
| | ALSO NOTE THREE SETS OF ALL DOCUMENTS WILL NEED TO BE |
| | SUBMITTED, ONE FOR THE SOILS ENGINEER. |
| | |
| | 4) SHEET S-3 CAST IN PLACE CONCRETE PILE NOTE "B" |
| | INDICATES THE AUGER PILE TO INSTALL 5,000 PSI CONCRETE |
| | WHILE THE SOILS REPORT FROM ARDAMAN INDICATES THE USE |
| | OF 4,500 PSI CONCRETE GROUT. PLEASE CORRELATE PLANS AND |
| | SOILS REPORT. |
| | |
| | 5) DEALS WITH THE RECOMMANDATION OF THE SOILS ENGINEER |
| | THAT THE PILE SPACING OF MINIMUM SPACING OF 3.5 FEET ON |
| | CENTER. THE STRUCTURAL SHEET S-1 THE AUGER PILE ARE |
| | SPACED MORE THAN 3.5 FEET APART. |
| | DISCREPANCY IN PLANS, ADDITIONAL INFORMATION REQUIRED, |
| | 106.1.2. |
| | |
| | 6) ALSO DEALS WITH THE WORDING OR INTERPRETATION OF |
| | PILES SHOULD NOT BE INSTALLED WITHIN 5 FEET OF ANY |
| | PILE. THE NOTE DOES NOT INDICATE IF THESE ARE CENTER TO |
| | CENTER OR FROM EDGE TO EDGE. SECTION 1810.3.3 |
| | INDICATES THAT AUGER CAST PILES SHALL NOT BE INSTALLED |
| | WITHIN SIX PILE DIAMETER CENTER TO CENTER OF PILE |
| | FILLED WITH CONCRETE LESS THAN 12 HOURS OLD. PLEASE |
| | CLARIFY THE LANGUAGE USED. |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | MEMBER OF BOAF, THE BUILDING OFFICIALS ASSOCIATION OF |
| | FLORIDA: PROTECTING LIVES AND PROPERTY SINCE 1953. |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. UNDER FLORIDA STATE STATUTE SB 80, E-MAIL |
| | ADDRESSES ARE PUBLIC RECORDS.WRITTEN COMMUNICATIONS TO |
| | OR FROM LOCAL OFFICIALS REGARDING CITY BUSINESS ARE |
| | PUBLIC RECORD, AVAILABLE TO THE PUBLIC UPON REQUEST. |
| | YOUR E-MAIL COMMUNICATIONS ARE THEREFORE SUBJECT TO |
| | PUBLIC DISCLOSURE. |
