Date |
Text |
2007-06-06 11:04:28 | BUILDING PLAN REVIEW |
| PERMIT: 07050148 |
| ADD: 62347TH ST. |
| CONT: TREASURE COAST DESIGN INC. |
| TEL: (561)478-7488 |
| 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 NUM- |
| BER, WITH A DESCRIPTION OF THE REVISION |
| MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| TION 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. |
| NOTE: WEST PALM BEACH IS NOT IN THE 130 MPH ZONE. |
| |
| 3)BEFORE A PERMIT TO CONSTRUCT, MAY |
| BE ISSUED, IMPACT FEES MUST BE PAID TO |
| PALM BEACH COUNTY. THE ACTUAL PERMIT |
| SET OF PLANS MUST BE STAMPED BY THAT |
| OFFICE, AND A COPY OF THE PAID RECEIPT |
| ATTACHED TO THE PERMIT APPLICATION. |
| PLEASE CALL (561)233-5025 FOR MORE |
| INFORMATION. |
| |
| 4)FBC 108.3*THE CLAIMED VALUATION ON THE PERMIT |
| APPLICATION IS LOW. FOR PERMITTING PURPOSES, VALUATION |
| OF BUILDINGS AND SYSTEMS SHALL BE THE TOTAL REPLACEMENT |
| COST EXCLUDING LAND VALUE. OUR VALUATION REFERENCE IS |
| ICC (BVD), MARSHALL-SWIFT AND MEANS COST ANALYSIS |
| SERVICES. |
| |
| 5)R319.1 LOCATION REQUIRED. |
| IN AREAS SUBJECT TO DECAY DAMAGE AS ESTABLISHED BY |
| TABLE R301.2(1) , THE FOLLOWING LOCATIONS SHALL REQUIRE |
| THE USE OF AN APPROVED SPECIES AND GRADE OF LUMBER, |
| PRESSURE TREATED IN ACCORDANCE WITH AWPA C1, C2, C3, |
| C4, C9, C15, C18, C22, C23, C24, C28, C31, C33, P1, P2 |
| AND P3, OR DECAY -RESISTANT HEARTWOOD OF REDWOOD, BLACK |
| LOCUST, OR CEDARS. (5.)WOOD SIDING, SHEATHING AND |
| WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A |
| CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE |
| GROUND. |
| |
| 6)THE EXTERIOR WALL SECTION ON THE FIRST PAGE DOES |
| NOT MATCH THE THE FLOOR PLAN ON THE SECOND SHEET. THE |
| FLOOR PLANS SHALL MATCH THE FRAMING PLAN. ALSO, TABLE |
| 1705.1 |
| CANNOT BE FOUND IN THE 2004 FBC. CLARIFY. |
| |
| 7) 110.2* W. P. B. ADMINISTRATIVE |
| CODE, INFORMATION THAT IS REQUIRED FOR |
| RECORD KEEPING & FOR CERTIFICATE OF |
| OCCUPANCY: |
| A) THE EDITION OFTHE CODE UNDER WHICH |
| THE PROJECT WAS DESIGNED. |
| B) THE USE AND OCCUPANCY, IN ACCORDANCE |
| WITH THE PROVISIONS OF CHAPTER 3. |
| C) THE TYPE OF CONSTRUCTION AS DEFINED |
| IN CHAPTER 6, TABLE 601. |
| ) NUMBER OF BEDROOMS |
| ) NUMBER OF ROOMS |
| OK ) SQ. FT. LIV SPACE/ FL |
| OK) SQ. FT. FOOTPRINT |
| OK) SQ. FT. UNDER ROOF (TOTAL) |
| |
| 8) 106.3.3* PRODUCT APPROVALS- 2004 |
| THOSE PRODUCTS THAT ARE RGULATED BY DCA |
| RULE 9B-72 SHALL BE REVIEWED AND |
| APPROVED IN WRITTING BY THE DESIGNER OF |
| RECORD PRIOR TO SUBMITTAL FOR |
| JURISDICTIONAL APPROVAL.THE DESIGNER OF RECORD SHALL |
| APPROVE ALL PRODUCT APPROVALS. |
| NOTE: ROOFING PERMIT; ONLY CHECKED ITEMS APPLY |
| _XX___1.)FOR THE FLAT DECK, SELECT THE APPROVED |
| ASSEMBLY YOU ARE USING.ALSO INDICATE WHICH FASTENER |
| IF THE OPTIONS HAVE DIFFERENT PRESSURE LIMITATIONS. |
| |
| _XX___2.)FOR THE FLAT DECK, SPECIFY THE ENHANCED |
| FASTENING FOR CORNER AND PERIMETER ZONES. |
| |
| _XX___ 3.)SEE PRODUCT LIMITATION #7.CALCULATIONS |
| PREPARED BY AN ARCHITECT, ENGINEER, OR REGISTERED ROOF |
| CONSULTANT REQUIRED FOR ENHANCED FASTENING. |
| FL#1654-R1 DOES MATCH THE NOA REPORT SEE |
| FLORIDABUILDING.ORG FOR MORE INFORMATION. FL#6571 |
| SUBMITTED STATES "PENDING FBC APPROVAL" |
| |
| FYI, RAS 150 IS A PRESCRIPTIVE BUILT UP ROOF SYSTEM |
| WHICH IS ALLOWED IN HIGH VELOCITY WHEN ADOPTED BY THE |
| AHJ (FBC R4402.8) BUT IS NOT ALLOWED OUTSIDE OF HIGH |
| VELOCITY (FBC R905.11.3, STATES IN ACCORDANCE WITH |
| MANUFACTURER'S INSTRUCTIONS). |
| |
| 9)R401.3 DRAINAGE. |
| SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER |
| CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS |
| TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO |
| DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE |
| GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM |
| OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 |
| MM). |
| |
| MYRON JACOBS |
| BUILDING PLAN REVIEWER |
| 805-6726 |
| |