| 2010-12-22 16:25:46 | BUILDING PLAN REVIEW |
| | PERMIT: 10120063 |
| | ADD: 353 LAURIE RD |
| | CONT: O/B CHOPLIN, CHRISTOPHER |
| | TEL: (561)543-8030 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 2007 EXISTING BUILDING CODE LEVEL II 701.3 |
| | COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, |
| | SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS |
| | OF THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | PLANS ARE CONCEPTUAL IN NATURE, NOT ENOUGH DETAIL TO |
| | BUILD BY THIS WILL BE A LIST OF REQUIREMENTS AND OR |
| | ADDITIONAL INFORMATION TO BUILD THIS PORCH. |
| | |
| | 1) THE PLANS WILL NEED A TITLE BLOCK INDICATING WHO THE |
| | DESIGNER OF THE PLANS WILL BE, WILL NEED SIGNATURE OF |
| | DESIGNER. |
| | |
| | 2) THE PLANS ALSO WILL NEED TO PROVIDE WIND DESIGN |
| | CRITERIA: |
| | 1609.6.2 WIND DESIGN PROCEDURES |
| | 2.1) THE BASIC WIND SPEED, V, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH SECTION 1609.3. THE WIND SHALL BE |
| | ASSUMED TO COME FROM ANY HORIZONTAL DIRECTION. |
| | |
| | 2.2) AN IMPORTANCE FACTOR, IW, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH SECTION1609.5. |
| | |
| | 2.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.4. |
| | |
| | 2.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| | SHALL BE DETERMINED FROM TABLE 1609.6.2.1(4) |
| | |
| | 2.5) DESIGN PRESSURES. |
| | |
| | 3) PLANS NEED TO BE DRAWN TO A SCALE AND OR DIMENSION |
| | ALL PORTIONS OF THE PORCH. EXAMPLE: |
| | 3A) THE SIDE ELEVATION DOES PROVIDE THE DIMENSIONS FOR |
| | THE NEW SLAB BUT DOES NOT INDICATE : |
| | 1) A VAPOR BARRIER, AND SOIL PRETREAT FOR TERMITES, |
| | 2) THE PLANS DO NOT INDICATE THE AMOUNT OS STEEL |
| | REINFORCING BARS ARE TO BE IN THE FOOTER AND THE SIZE |
| | OF THE BARS, NOR DOES THE |
| | PLANS INDICATE IF FIBER MESH OR WELDED WIRE 6X6 MESH |
| | WILL BE INSTALLED IN THE SLAB. WHAT TYPE OF CHAIRS WILL |
| | THE WIRE MESH BE |
| | PLACED ON? |
| | 3) THE PLANS ALSO FAIL TO INDICATE THE TYPE OF CONCRETE |
| | MIX THAT WILL BE USED FOR THIS APPLICATION. |
| | |
| | 4) POST AND HEADERS: |
| | 4A) PLANS INDICATE A SIMPSON CB66 COLUMN BASE PLEASE |
| | IDENTIFY WHICH ANCHOR IS TO BE INSTALLED PRIMER GRAY OR |
| | THE HDG (HEAVY DIPPED GALVANIZED) SINCE IT WILL BE |
| | EMBEDDED IN CONCRETE, PLEASE ALS OPROVIDE WHAT THE |
| | UPLIFT AND LATERAL LOADS THESE ANCHORSS WILL SUPPORT? |
| | |
| | 4B) PLEASE PROVIDE SIZE OF POST AND BEAM, PROVIDE TYPE |
| | OF SPECIES OF WOOD, GRADE OF WOOD AND ALLOWABLE AMOUNT |
| | OF MEMBERS IN BEAM, SPANS FOR THE BUILT UP BEAM, WHERE |
| | SPLICES WILL OCCUR AND IF BEAM IS TO BE CONSIDERED A |
| | SIMPLE SPAN OR WILL MULTILE SPANS. |
| | |
| | 4C) POST TO BEAM CONNECTION TYPE OF FINISH ON ANCHOR |
| | PRIMER GRAY OR HDG. |
| | |
| | 5) THE SECTION OF ELEVATION INDICATES WHAT APPEARS TO |
| | BE A PARTIAL TRUSS ATTACHING TO THE ROOF FRAMING HIGHER |
| | THAN THE FACIA, A PIGGYBACK TRUSS WITH WHAT APPEARS TO |
| | BE A LARGE TRIANGLAR WEDGE THAT SITS BENEATH THE NEW |
| | ROOF TTRUSS SYSTEM. |
| | 5A) PLEASE PROVIDE ADDITIONAL INFOMATION TO WHERE THE |
| | UPPER AND LOWER LEG OF THE TRUSS ANCHORS INTO THE |
| | EXISSTING ROOF FRAMING? |
| | |
| | 5B) PLEASE PROVIDE WHAT TYPE OF MATERIAL THIS |
| | TRIANGULAR WEDGE WILL BE BUILT? PLEASE PROVIDE AT WHAT |
| | CENTERS THE TRUSSES WILL INSTALLED? |
| | |
| | 5C) PLEASE PROVIDE THE GRAVITY, LATERAL AND UPLIFT |
| | LOADS WILL BE IMPOSED ON THESE TRUSSES AS WELL AS THE |
| | BEAM TO COLUMN CONNECTIONS. |
| | |
| | 6) TYPICAL WALL SEECTION PLEASE IDENTIFY THE ROOF |
| | FRAMING IF A TRUE TRUSS OR DIMENSIONAL LUMBER AND |
| | SPECIES OF WOOD, GRADE AND SPACING AS WELL AS ROOF |
| | SHEATHING INFORMATION. |
| | |
| | 7) THE PLANS DO NOT INDICATE THE SLOPE OF THE NEW ROOF |
| | FRAMING? |
| | |
| | 8) PLEASE ALSO PROVIDE THE TYPE OF ROOFING ASSEMBLY TO |
| | BE ATTACHED TO THE ROOF SHEATHING, INCLUDE TYPE OF |
| | UNDERLAYMENT AND FINAL |
| | ROOFING PRODUCT, PROVIDE TYPE OF FASTENERS AND SPACING |
| | ? |
| | |
| | 9) PLEASE PROVIDE IF THE CEILING OF THE NEW PORCH IS TO |
| | BE A ENCLOSED CEILING OR WILL THE ROOF FRAMING MEMBRS |
| | BE EXPOSED? |
| | |
| | 10) 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. |
| | |
| | INFORMATIONAL: 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. |
| | |
| | JIM WITMER C. B. O. |
| | COMMERCIAL COMBINATION PLAN REVIEW |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE |
| | CUSTOMER SERVICE SURVEY AT: |
| | WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES |
| | |
| | CONSTRUCTION SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
| | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 |
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