| Date |
Text |
| 2013-01-14 15:50:16 | BUILDING PLAN REVIEW |
| | PERMIT: 13010283 |
| | ADD: 1043 21ST ST |
| | CONT: MEGATREND INC. |
| | TEL: (305)613-2287 |
| | |
| | 2010 FLORIDARESIDENTIAL CODE W |
| | * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS |
| | |
| | 2010 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 |
| | JAN. 14/ 2011 |
| | ACTION: DENIED |
| | |
| | 1) THE PERSON RESPONSIBLE FOR THE CONSTRUCTION DRAWING |
| | DESIGN IS TO SIGN THEIR NAME, PRINT THEIR NAME AND |
| | LICENSE NUMBER ON THE PLANS. 107.1 WPB 2010 |
| | ADMINISTRATIVE CODE. |
| | |
| | 2) MISSING DESIGN CRITERIA. 107.2.1.2 2010 WPB |
| | ADMINISTRATIVE CODE. FOR ROOF ASSEMBLIES REQUIRED BY |
| | THE CODE, THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, |
| | DESCRIBE AND DELINEATE THE TYPE OF ROOFING SYSTEM, |
| | MATERIALS, FASTENING REQUIREMENTS, FLASHING |
| | REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE |
| | REQUIRED TO BE INSTALLED. PRODUCT EVALUATION AND |
| | INSTALLATION SHALL INDICATE COMPLIANCE WITH THE WIND |
| | CRITERIA REQUIRED FOR THE SPECIFIC SITE OR A STATEMENT |
| | BY AN ARCHITECT OR ENGINEER FOR THE SPECIFIC SITE MUST |
| | BE SUBMITTED WITH THE CONSTRUCTION DOCUMENTS. |
| | PLEASE PROVIDE TO WHAT WIND SPEED AND BUILDING RISK |
| | CATEGORY THIS BUILDING IS BEING DESIGNED FOR? |
| | |
| | 3) 2010- R301.2.1.1 DESIGN CRITERIA. |
| | IN REGIONS WHERE THE ULTIMATE DESIGN WIND SPEEDS, VULT, |
| | FROM FIGURE R301.2(4) EQUAL OR EXCEED 115 MILES PER |
| | HOUR (45 M/S) THE DESIGN OF BUILDINGS SHALL BE IN |
| | ACCORDANCE WITH ONE OF THE FOLLOWING METHODS. THE |
| | ELEMENTS OF DESIGN NOT ADDRESSED BY THOSE DOCUMENTS IN |
| | ITEMS 1 THROUGH 8 SHALL BE IN ACCORDANCE WITH THIS |
| | CODE. |
| | |
| | 3.1. AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD |
| | FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY |
| | DWELLINGS (WFCM). |
| | |
| | 3.2. INTERNATIONAL CODE COUNCIL (ICC) STANDARD FOR |
| | RESIDENTIAL CONSTRUCTION IN HIGH WIND REGIONS |
| | (ICC-600). |
| | |
| | 3.3. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER |
| | STRUCTURES (ASCE-7). |
| | |
| | 3.4. AMERICAN IRON AND STEEL INSTITUTE (AISI), STANDARD |
| | FOR COLD-FORMED STEEL FRAMING?PRESCRIPTIVE METHOD FOR |
| | ONE- AND TWO-FAMILY DWELLINGS (AISI S230). |
| | |
| | 3.5. CONCRETE CONSTRUCTION SHALL BE DESIGNED IN |
| | ACCORDANCE WITH THE PROVISIONS OF THIS CODE. |
| | |
| | 3.6. THE MAF GUIDE TO CONCRETE MASONRY RESIDENTIAL |
| | CONSTRUCTION IN HIGH WIND AREAS SHALL BE PERMITTED FOR |
| | APPLICABLE CONCRETE MASONRY BUILDINGS WHERE VASD, |
| | DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 DOES |
| | NOT EXCEED 130 MPH (58 M/S) IN EXPOSURE B AND 110 MPH |
| | (49 M/S) IN EXPOSURE C IN ACCORDANCE WITH FIGURE |
| | R301.2(4). |
| | |
| | 3.7. THE APPLICABLE AF&PA WFCM GUIDE TO WOOD |
| | CONSTRUCTION IN HIGH WIND AREAS SHALL BE PERMITTED FOR |
| | APPLICABLE WOOD-FRAME BUILDINGS IN REGIONS WHERE VASD, |
| | DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 DOES |
| | NOT EXCEED 130 MPH (58 M/S) IN EXPOSURE B. |
| | |
| | 3.8. STRUCTURAL INSULATED PANEL (SIP) WALLS SHALL BE |
| | DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THIS |
| | CODE. |
| | |
| | THE WIND SPEEDS IN FIGURE R301.2(4) SHALL BE CONVERTED |
| | TO NOMINAL WIND SPEEDS, VASD, IN ACCORDANCE WITH |
| | SECTION R301.2.1.3 WHEN THE PROVISIONS OF THE STANDARDS |
| | REFERENCED IN EXCEPTIONS 1 THROUGH 8 ARE USED UNLESS |
| | THE WIND PROVISIONS IN THE STANDARDS ARE BASED ON |
| | ULTIMATE WIND SPEEDS AS SPECIFIED IN FIGURE R301.2(4) |
| | OR CHAPTER 26 OF ASCE 7. |
| | |
| | 4) THE PLANS DO NOT PROVIDE WHAT THE CLEAR SPAN IS FOR |
| | THE FRAMING MEMBERS, NOR DOES THE PLANS PROVIDE WHAT |
| | TYPE OF SPECIES OF WOOD, GRADE OF SPECIES WILL BE USED |
| | FOR THE FRAMING OF THE RAFTERS OR THE RIDGE BOARD. |
| | PLEASE PROVIDE THE LENGTH OF THE OVER HANGS FOR ALL |
| | SIDES OF THE GARAGE. |
| | |
| | 5) THE PLANS DO NOT PROVIDE THE MAGNITUDE OF FORCES TO |
| | BE RESISTED, UPLIFT, LATERALL AND GRAVITY LOADS SEE |
| | TABLE R802.1.9 SEE FOOTNOTES A-F. |
| | |
| | 6) PLANS DO NOT INDICATE IF CEILING JOIST ARE GOING TO |
| | BE INSTALLED OR IF WIND TIES WILL BE USED INSTEAD OF |
| | CEILING JOIST? PLANS SHOW A TYPICAL RAFTER CONNECTION |
| | TO A HIP BUT NO DETAIL FOR THE RIDGE AND COMMON RAFTER |
| | CONNECTION, PLEASE PROVIDE THE CORRECT APPLICATION TYPE |
| | CONNECTION AND SIZE FOR THE FRAMING MEMBER WITH WITH |
| | THE MANUFACTURERS ALLOWABLE UPLIFTS FOR SAID CONNECTION |
| | NOR THE WALL CONNECTION, TYPE OF CONNECTION, ALLOWABLE |
| | UPLIFTS .2010 R802.1.6.5, 1072.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 7) PLANS FAIL TO PROVIDE GABLE END DESIGN INFORMATION |
| | FOR THE GABLE END WALL, BLOCK, WOOD FRAME, ARE GABLES |
| | DROPPED GABLE ENDS, PROVIDE CONNECTOR TYPES AND SPACING |
| | OF FRAMING MEMBERS AND FRAMING SIZES? ADDITIONAL |
| | INFORMATION REQUIRED. 107.2.1.3. |
| | |
| | A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | 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 |
| | |
| | |
