| Date |
Text |
| 2004-06-25 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04010909 |
| | ADD: 4832 N HAVERHILL RD |
| | CONT: THE WHITING-TURNER CO |
| | TEL: (561)478-1881 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 2ND REVIEW |
| | ACTION: DENIED |
| | |
| | 1) COMMENT #2 FROM PREVIOUS REVIEW, |
| | FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY 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 EXPLOR |
| | ATIONS, TEST OR OTHER ADEQUATE PROOF AS |
| | TO THE PERMISSIBLE SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| | TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| | CITY SHALL BE CERTIFIED BY A GEOTECH- |
| | NICALREPORT FROM A DESIGN PROFESSIONAL |
| | PROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | THE RESPONCE IS FOR DENSITY. |
| | WE ARE NOT TALKING ABOUT DENSITY WHERE |
| | SOILS ARE ADDED AND A DENSITY REPORT IS |
| | REQUIRED. THIS AREA HAS QUESTIONABLE |
| | SOILS, BORINGS TO THE DEPTH OF 15' ARE |
| | TO MAKE SURE THE MINIMUM SAFE ALLOWABLE |
| | LOADS SPECIFIED ARE MET!!!! |
| | |
| | 2) FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) SWING EXTERIOR DOORS |
| | B) WINDOWS FIXED OR SLIDING |
| | C) ROOFING ASSEMBLIES |
| | D) STORM SHUTTERS |
| | E) TRUSS ANCHORS |
| | PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | NO PRODUCT APPROVALS HAVE BEEN |
| | SUBMITTED!!!!!!!!!!!!!!!!!!!!!!!!!!!! |
| | |
| | 3) COMMENT# 5 FROM PREVIOUS RREVIEW, |
| | 2304.5 CLEARENCE BETWEEN WOOD SIDING |
| | & EARTH ON THE EXTERIOR OF A BUILDING |
| | SHALL NOT BE LESS THAN 6" EXCEPT WHERE |
| | SIDING, SHEATHING AND FRAME WALL ARE OF |
| | APPROVED DURABLE WOOD OR APPROVED PRE- |
| | SERVATIVE TREAATED WOOD. |
| | THE RESPONCE"IS THERE IS NO EXPOSED |
| | WOOD ON THE BUILDING." |
| | THE CODE CLEARLY STATES THAT EVEN FOR |
| | "SHEATHING" WHICH IS COVERED BY ANOTHER |
| | MATERIAL WILL HAVE A 6" INSPECTION AREA |
| | FOR TERMITES. |
| | |
| | 4) COMMENT# 7 FROM PREVIOUS REVIEW, |
| | PROVIDE WINDOW AND DOOR BUCK DETAILS |
| | AND ATTACHMENT SCHEDULE? |
| | 1707.4.4.1 ANCHOR REQUIREMENTS: |
| | WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR |
| | ED IN ACCORDANCE WITH THE PUBLISHED |
| | MANUFACTURER'S RECOMMENDATIONS TO |
| | ACHIEVE THEDESIGN PRESSURE SPECIFIED. |
| | SUBSTITUTE ANCHORING SYSTEM USED FOR |
| | THE SUBSTRATE NOT SPECIFIED BY THE |
| | FENESTRATION MANUFACTURER SHALL PROVIDE |
| | EQUAL OR GREATER ANCHORING AS DEMONSTRA- |
| | TED BY ACCEPTED ENGINEERING PRACTICES. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
