| Date |
Text |
| 2007-06-08 18:58:56 | BUILDING PLAN REVIEW |
| | PERMIT: 07050996 |
| | ADD: 285 CORDOVA RD |
| | CONT: OWNER (ERIC HANSEN) |
| | TEL: (561)818-3225 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW 1ST |
| | ACTION: DENIED |
| | |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | 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. |
| | |
| | 2)2004 FL. BLD CODE 1603.1.4 THE |
| | FOLLOWING INFORMATION RELATED TO WIND |
| | SHALL BE SHOWN ON THE CONSTRUCTION |
| | DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 3)THE FORMULAR FOR THE STAIRS ON SHEET A.1 STATES |
| | "2R+1T=24-25, HOWEVER, WHEN THE FORMULAR IS USED WITH |
| | THE NUMBERS STATEDON SHEET S.2, THE TOTAL WILL BE |
| | MORE THAN 25.ON SHEET A.1 WHAT DOES THE 5" REPRESENTS |
| | ON THE STAIRS? CLARIFY. SEE R311.5.3 |
| | |
| | 4)THE INFORMATION ON SHEET S.3 SHOWS TWO DIFFERENT |
| | TYPES OF RAFTER SIZE. CLEARLY INDICATE WHICH TYPE OF |
| | ROOF RAFTER WILL BE INSTALLED FOR THE PROJECT. SHEET |
| | A.2 AND SHEET A.3 STATES THE RAFTERS WILL BE INSTALLED |
| | AT 36" OC, HOWEVER, SHEET S.3 STATES 32" OC. WHICH IS |
| | IT? FBC 106.1.1. CONSTRUCTION DOCUMENTS SHAL BE OF |
| | SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| | EXTENT OF THE WORK PROPOSED. |
| | |
| | 5)SHOW ALL DIMENTIONS PERTAINING TO THE ROOF ON THE |
| | DRAWINGS INCLUDING THE SLOPE OF NEW ROOF. |
| | |
| | 6)SHEET S.2 DETAIL #3 THE CLOUMN AS HEAVY TIMBER. |
| | INDICATE THE SIZE OF THE COLUMNS. IF THESE ARE HEAVY |
| | TIMBER COLUMNS, WHY SHEETS A.2 AND A.3 STATES "CYPRESS |
| | 2X12 VENEER OVER CMU COLUMN? |
| | |
| | 7)THE FLOOR JOIST SHALL BE OF PRESERVATIVELY TREATED |
| | LUMBER. SEE R502 FOR MORE INFORMATION. INDICATE THE |
| | JOIST SPACING ON THE DRAWINGS. |
| | |
| | MYRON JACOBS |
| | BUILDING PLAN REVIEWER |
| | 805-6726 |
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