| 2007-10-30 09:03:01 | ****CORRECTIONS**** |
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| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | 561-805-6724 [email protected] |
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| | FBCFLORIDA BUILDING CODE 2004 |
| | FBC EBFLORIDA BUILDING CODE 2004 EXISTING BUILDING |
| | CODE |
| | FBC RFLORIDA BUILDING CODE 2004 RESIDENTIAL FBC* |
| | CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004 |
| | |
| | FAC FLORIDA ADMINISTRATIVE CODE |
| | FSFLORIDA STATUTE |
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| | 1.ALL DOCUMENTS PREPARED BY AN ENGINEER AND SUBMITTED |
| | FOR PUBLIC RECORD ARE TO BE SIGNED, SEALED, DATED |
| | ORIGINALS FS471. |
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| | 2.INCLUDE 2007 AMENDMENTS IN GOVERNING CODE. |
| | |
| | 3.FLORIDA STATE OR LOCAL PRODUCT APPROVAL REQUIRED IN |
| | ADDITION TO THE EVALUATION REPORT, FAC9B72.PRINT TWO |
| | SETS OF EACH EVALUATION REPORT AND ALSO THE FLORIDA |
| | STATE PRODUCT APPROVAL, IF AVAILABLE.IF A FLORIDA |
| | STATE PRODUCT APPROVAL IS NOT AVAILABLE, PLEASE ADVISE |
| | AND A LOCAL PRODUCT APPROVAL MAY BE ISSUED USING THE |
| | NOA.FOR THE EAGLE METAL TRUSS PLATE, IF A FLORIDA |
| | STATE PRODUCT APPROVAL IS NOT AVAILABLE, THE |
| | MANUFACTURER WILL BE REQUIRED TO APPLY FOR LOCAL |
| | PRODUCT APPROVAL. WWW.FLORIDABUILDING.ORG |
| | |
| | 4.SHEATHING DOES NOT MEET THE MINIMUM REQUIREMENTS OF |
| | TABLE FBC2304.7(3); NO EDGE SUPPORTS. |
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| | 5.SEE FBC802.2.THE PLAN STATES THAT THIS DESIGN IS |
| | COMPLIANT FOR 150 EXPOSURE D, BUT DOES NOT USE |
| | CONSTRUCTION METHODS TYPICAL OF THIS AREA (LACKS RIDGE |
| | BOARD, NO RESISTANCE TO RAFTER THRUST IN THE WAY OF |
| | COLLAR TIES OR CEILING JOISTS).PROVIDE DESIGN |
| | INFORMATIONOR CALCULATIONS FOR ALL CONNECTIONS, ROOF |
| | RAFTER AT TOP PLATE (SHOWS A NOTCHED 2X4), 7/16 |
| | SHEATHING AS MWRS, RESISTANCE TO RAFTER THRUST, LACK OF |
| | COLLAR TIES OR CEILING JOISTS, ETC.IT IS NOT CLEAR |
| | HOW THE ROOF SYSTEM WILL RESIST WIND UPLIFT AND LATERAL |
| | LOADS.PLEASE SEE ASCE7-02.A SET HAS BEEN RETAINED. |
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| | 6.SPECIFY SIDING FBC23, FBC*106. |
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| | 7.ON THE PLAN, SHOW MINIMUM DIMENSION OF THE NOTCHED |
| | 2X4 AT THE WALL TOP PLATE BEARING POINT. |
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| | 8.AN 8 1/2 X 11 DETAIL FOR STEEL FLOOR AND ANCHORS |
| | DETAIL WAS PROVIDED.IF YOU WISH TO USE THIS ALTERNATE |
| | DETAIL, REMOVE THE CONFLICTING INFORMATION FROM THE |
| | PLAN (THIS MAY BE CROSSED OFF) AND THE ALTERNATE DETAIL |
| | IS REQUIRED TO BE A SIGNED, SEALED, DATED ORIGINAL |
| | FAC61G15-23.002.TWO ORIGINAL SETS REQUIRED. |
| | |
| | 9.CERTIFICATE OF AUTHORIZATION REQUIRED TO PRACTICE |
| | ENGINEERING THROUGH A COMPANY, FS471.023. |
| | |
| | 10.ALL INFORMATION REQUIRED BY FAC61G15-23.002 |
| | REQUIRED ON EACH SHEET (CERTIFICATE OF AUTHORIZATION). |
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