| Date |
Text |
| 2014-12-03 11:44:59 | BUILDING PLAN REVIEW |
| | PERMIT: 14110951 |
| | ADD: 5801 EARNEST ST. |
| | CONT: SABRE COMMUNICATIONS |
| | TEL: (712)258-6690 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 2010 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: WED. DEC. 03/ 3014 |
| | ACTION: DENIED |
| | |
| | 1) STRUCTURAL DESIGN REPORT SABRE INDUSTRIES JOB NUMBER |
| | : 113285 PAGE 4 NOTE # 5 INDICATES THE SOILS REPORT BY |
| | UNIVERSAL ENGINEERING SERVICES, PROJECT # 0630.1400040, |
| | SEE THE GEOTECHNICAL REPORT FOR DRILLED PIER |
| | INSTALATION REQUIREMENTS. |
| | THE SOILS REPORT FOR THE MINIMUM SAFE BEARING VALUES |
| | HAS NOT BEEN SUPPLIED. |
| | |
| | 2010 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE |
| | CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL |
| | IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO |
| | THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING |
| | OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A |
| | GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
| | |
| | 1803.5.5 DEEP FOUNDATIONS. |
| | WHERE DEEP FOUNDATIONS WILL BE USED, A GEOTECHNICAL |
| | INVESTIGATION SHALL BE CONDUCTED AND SHALL INCLUDE ALL |
| | OF THE FOLLOWING, UNLESS SUFFICIENT DATA UPON WHICH TO |
| | BASE THE DESIGN AND INSTALLATION IS OTHERWISE |
| | AVAILABLE: |
| | 1. RECOMMENDED DEEP FOUNDATION TYPES AND INSTALLED |
| | CAPACITIES. |
| | 2. RECOMMENDED CENTER-TO-CENTER SPACING OF DEEP |
| | FOUNDATION ELEMENTS. |
| | 3. DRIVING CRITERIA. |
| | 4. INSTALLATION PROCEDURES. |
| | 5. FIELD INSPECTION AND REPORTING PROCEDURES (TO |
| | INCLUDE PROCEDURES FOR VERIFICATION OF THE INSTALLED |
| | BEARING CAPACITY WHERE REQUIRED). |
| | 6. LOAD TEST REQUIREMENTS. |
| | 7. SUITABILITY OF DEEP FOUNDATION MATERIALS FOR THE |
| | INTENDED ENVIRONMENT. |
| | 8. DESIGNATION OF BEARING STRATUM OR STRATA. |
| | 9. REDUCTIONS FOR GROUP ACTION, WHERE NECESSARY. |
| | |
| | 2) PEASE SHOW COMPLIANCE WITH: 1810.3.9 CAST-IN-PLACE |
| | DEEP FOUNDATIONS. |
| | CAST-IN-PLACE DEEP FOUNDATION ELEMENTS SHALL BE |
| | DESIGNED AND DETAILED IN ACCORDANCE WITH SECTIONS |
| | 1810.3.9.1 THROUGH 1810.3.9.6. |
| | 1810.3.9.1 DESIGN CRACKING MOMENT. |
| | THE DESIGN CRACKING MOMENT (FMN) FOR A CAST-IN-PLACE |
| | DEEP FOUNDATION ELEMENT NOT ENCLOSED BY A STRUCTURAL |
| | STEEL PIPE OR TUBE SHALL BE DETERMINED USING THE |
| | FOLLOWING EQUATION: |
| | (EQUATION 18-11) SEE FBC-B CODE BOOK. |
| | WHERE: |
| | F ' C = SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE OR |
| | GROUT, PSI (MPA). |
| | SM = ELASTIC SECTION MODULUS, NEGLECTING REINFORCEMENT |
| | AND CASING, CUBIC INCHES (MM3). |
| | |
| | 3) PLANS SUBMITTED BY CHAD E. TUTTLE P. E. / LICENSE # |
| | 57199 THE COPIED SEAL MEASURES APPROXIMATELY 3 3/4 |
| | INCHES IN DIAMETER. |
| | FLORIDA ADMINISTRATIVE CODE 61G15-23.001 SEALS |
| | ACCEPTABLE TO THE BOARD. SAID SEAL SHALL BE A MINIMUM |
| | OF 1 7/8 INCHES IN DIAMETER, TO SAY LICENSE NOT |
| | CERTIFICATE. ALL ENGINEERS MUST BE UTILIZING SAID SEAL |
| | NO LATER THAN JANUARY 1, 2006. |
| | |
| | 4) PLANS SUBMITTED BY CHAD E. TUTTLE P. E. / LICENSE # |
| | 57199 THE SIGNATURE IS PHOTOCOPIED, YOU CAN SEE THE |
| | PIXELS IN THE PRINT, NOT SIGNED A WET SIGNATURE. |
| | FLORIDA ADMINISTRATIVE CODE PLANS, SPECIFICATIONS, |
| | REPORTS OR OTHER DOCUMENTS PREPARED BY THE DESIGN |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC RECORD SHALL |
| | HAVE THE SIGNATURE AND SEAL OF THE DESIGN PROFESSIONAL |
| | AFFIXED TO THE DOCUMENT. |
| | FL ADMIN CODE 61G15-23.002 ENGINEERS EFFECTIVE DATE |
| | 05/06/2009 |
| | (2)(A) EVERY SHEET OF PLANS AND PRINTS WHICH MUST BE |
| | SEALED UNDER THE PROVISIONS OF CHAPTER 471, F.S., SHALL |
| | BE SEALED, SIGNED AND DATED BY THE PROFESSIONAL |
| | ENGINEER IN RESPONSIBLE CHARGE. |
| | |
| | 5) SHEET C-2 & C-5 INDICATES GENERATOR, FUEL TANK AND |
| | WHAT APPEARS TO BE A MANUFACTURERED BUILDING 11'-5" X |
| | 20'-0" , NO PLANS WERE SUBMITTED A SEPARATE REVIEW AND |
| | PERMIT WILL BE REQUIRED FOR EACH STRUCTURE. |
| | |
| | 6) THE STRUCTURAL DESIGN REPORT LIST PAGE # 8 FOR THE |
| | MAXIMUM GUY TENSIONS, ANCHOR LOADS AND BASE LOADS, |
| | SHEET C-6 OF PLANS SHOWS SOME ANCHOR DETAILS, PLEASE |
| | PROVIDE HOW THE GUY WIRE WILL BE ANCHORED INTO THE |
| | FOUNDATION, SIZE OF CABLE AND ANCHORING SYSTEM FROM GUY |
| | WIRE TO FOUNDATION. THIS IS PART OF THE MWFRS, MAIN |
| | WIND FORCE RESISTING SYSTEM. |
| | |
| | 7) PLEASE PROVIDE WHERE THE TRIANGULAR OR SQUARE |
| | LATTICED TOWER DIRECTIONAL FACTOR OF 0.85 CAN BE FOUND |
| | , IT IS NOT IN THE STRUCTURAL NOTES AND DESIGN FACTORS |
| | FOUND ON PAGE 01. ANSI/ EIA/TIA- 222G- 05. |
| | |
| | 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. |
| | |
| | TO REVIEW PERMIT STATUS OR ALL REVIEWS YOU MAY LOG ONTO |
| | HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STA |
| | TUS.ASPX FOR PERMIT STATUS. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
