| 2007-04-10 12:56:17 | BUILDING PLAN REVIEW |
| | PERMIT: 07030499 |
| | ADD: 1039 18TH STREET |
| | CONT: DREAMALITIES CONSTRUCTION |
| | TEL: (561)842-5500 |
| | 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)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. |
| | |
| | 3)FL S S 713.13 |
| | NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF |
| | THE COURT. |
| | NOTE: 713.13(2) |
| | IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS |
| | NOT ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE |
| | RECORDING THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: |
| | 713.13(6)THE POSTING OF THE NOTICE OF COMMENCEMENT AT |
| | THE CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. |
| | |
| | 4)WPB AMENDMENTS 108.3*THE VALUE IS LOW. IF IN THE |
| | OPINION OF THE BUILDING OFFICIAL THE CLAIMED VALUATION |
| | IS UNDERESTIMATED ON THE APPLICATION, THE PERMIT SHALL |
| | BE DENIED. FOR PERMITTING PURPOSES, THE VALUE SHALL |
| | INCLUDE STRUCTURAL, ELECTRIC, PLUMBING, MECHANICAL, |
| | INTERIOR FINISH NORMAL SITE WORK, ARCHITECTURAL AND |
| | DESIGN FEES. OUR VALUATION REFERENCE IS ICC (BVD), |
| | MARSHALL-SWIFT AND MEANS COST ANALYSIS. |
| | |
| | 5)R802.1.6TRUSS DESIGN DRAWINGS, PREPARED IN |
| | CONFORMANCE WITH SEC. R802.1.6.1, SHALL BE PROVIDED TO |
| | THE BUILDING OFFICIAL AND APPROVED PRIOR TO |
| | INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE, AT A |
| | MINIMUM, (1) DESIGN WIND SPEED AND EXPOSURE CATETORY |
| | (2) SLOPE OR DEPTH, SPAN AND SPACING, (3) LOCATION OF |
| | ALL JOINTS (4)REQUIRED BEARING WIDTHS. (5) DESIGN |
| | LOADS AS APPLICABLE. (5.1) TOP CHORD LIVE LOAD (5.2) |
| | TOP CHORD DEAD LOAD (5.3) BOTTON CHORD LIVE LOAD (5.4) |
| | BOTTOM CHORD DEAD LOAD. ETC. |
| | |
| | 6)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. (1)WOOD JOISTS OR THE BOTTOM OF A |
| | WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 |
| | MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) |
| | TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED |
| | AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING |
| | FOUNDATION. |
| | (2)ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR |
| | MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 |
| | INCHES (203 MM) FROM THE EXPOSED GROUND. (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. |
| | |
| | 7)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. PROVIDE THE STATE COVER SHEET |
| | FOR THE PRODUCT APPROVALS. |
| | |
| | 8)THE ENERGY CALCULATION SHEETS ARE NOT LEGIBLE. |
| | PROVIDE CLEAR AND LEGIBLE INFORMATION. SEE NEW FORMS IN |
| | PACKAGE. |
| | |
| | MYRON JACOBS |
| | BUILDING PLAN REVIEWER |
| | 805-6726 |
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