| Date |
Text |
| 2015-03-09 07:35:30 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15010789 |
| | ADD: 2600 BROADWAY |
| | CONT: MVP CONTRACTORS |
| | TEL: (954)214-0226 |
| | E-MAIL: [email protected] |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 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 |
| | DATE: MON. 09/2015 |
| | ACTION: DENIED |
| | |
| | IMPORTANT NOTICE: EFFECTIVE MARCH 30, 2015 |
| | ALL PERMIT APPLICATION PLAN REVIEWS WILL BE PERFORMED |
| | ELECTRONICALLY |
| | UPON APPLICATION AND FEE PAYMENT DESIGN DOCUMENTS |
| | SUBMISSION OPTIONS ARE AS FOLLOWS: |
| | 1 UPLOAD VIA THE PROJECT DOX PORTAL WITH DIGITAL |
| | SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE |
| | THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT |
| | 2 INCLUDE ON A CD IF DESIGN PROFESSIONAL DIGITAL |
| | SIGNATURES ARE PROVIDED AS REQUIRED; USE THE REQUIRED |
| | NAMING CONVENTION FOR EACH DOCUMENT |
| | 3 INCLUDE ON A CD WITH ONE SET OF TRADITIONAL PAPER |
| | DESIGN DOCUMENTS SIGNED AND SEALED AS REQUIRED; USE THE |
| | REQUIRED NAMING CONVENTION FOR EACH DOCUMENT |
| | 4 ONE SET OF TRADITIONAL PAPER DESIGN DOCUMENTS SUBJECT |
| | TO ADMINISTRATIVE FEES TO DIGITIZE THE DOCUMENTS |
| | ADDITIONAL INFORMATION WILL BE PROVIDED WHEN IT BECOMES |
| | AVAILABLE |
| | |
| | 1) SHEET 1 OF 3 SHOWS NEW WINDOW OPENINGS AND PARAPET |
| | IN THE ELEVATION VIEWS. PLEASE SHOW COMPLIANCE WITH |
| | 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41 |
| | COMPONENTS & CLADDING. |
| | FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. |
| | 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION |
| | SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: |
| | (31) (B) WINDOWS/ MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, LINTELS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | (E) SHUTTERS IF NON-IMPACT TESTED WINDOWS ARE INSTALLED |
| | |
| | 2) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS |
| | WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC.. |
| | |
| | 3A) WIND DESIGN CRITERIA IS PARTIALLY PROVIDED : |
| | 3.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.3.1 & ASCE 7-10 THE 170 MPH VULT |
| | IS PROVIDED. |
| | |
| | 3.2) NOT PROVIDED, AN IMPORTANCE FACTOR, FIGURE 1609 |
| | A-C, ASCE 7-10. |
| | |
| | 3.3) NOT PROVIDED. AN EXPOSURE CATEGORY SHALL BE |
| | DETERMINED IN ACCORDANCE WITH 1609.4 & ASCE 7-10 |
| | |
| | 3.4) NOT PROVIDED. A HEIGHT AND EXPOSURE ADJUSTMENT |
| | COEFFICIENT, * SHALL BE DETERMINED FROM TABLE 1609.7.2. |
| | ASCE 7-10. |
| | |
| | 3.5) NOT PROVIDED. COMPONENTS & CLADDING PRESSURES |
| | POSITIVE & NEGATIVE TABLE 1609.2(2) . |
| | |
| | 3B) THE PRODUCT APPROVALS PRESSURES ARE SHOWN AS VASD, |
| | PLEASE PROVIDE PRESSURES IN VASD TO COINCIDE WITH THE |
| | PRODUCT APPROVALS. FOR ZONES 1-5. 2010 FBC-B 1609.1 |
| | WIND SPEED CONVERSION. |
| | 1609.1.5 TESTING TO ALLOWABLE OR NOMINAL LOADS. WHERE |
| | TESTING FOR WIND LOAD RESISTANCE IS BASED ON ALLOWABLE |
| | OR NOMINAL WIND LOADS, THE DESIGN WIND LOADS DETERMINED |
| | IN ACCORDANCE WITH ASCE 7 OR SECTION 1609 ARE PERMITTED |
| | TO BE MULTIPLIED BY 0.6 FOR THE PURPOSES OF THE WIND |
| | LOAD RESISTANCE TESTING. |
| | |
| | 4) SHEET 3 OF 3 DOES NOT SHOW IN DETAIL CUT SECTION OF |
| | PARAPET THE FASTENING SCHEDULE FOR EITHER THE ROCK |
| | BOARD, THE 5/8 INCH PLYWOOD, NOR THE METAL STUD TO THE |
| | EXISTING PIERS. |
| | THE PLANS ALSO INDICATE THE USE OF WIRE LATH OVER THE |
| | ROCK BOARD BUT NO MENTION OF THE TYPE OF WIRE LATH NOR |
| | THE GAUGE OF THE WIRE LATH NOR THE FASTENING SCHEDULE, |
| | SPACING OR TYPE OF FASTENER TO BE USED. |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 107.2.1 ADDITIONAL |
| | INFORMATION IS REQUIRED. CONSTRUCTION DOCUMENTS SHALL |
| | BE |
| | DIMENSIONED AND DRAWN UPON SUITABLE MATERIAL. |
| | CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY |
| | TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK |
| | PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE |
| | PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES, |
| | RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING |
| | OFFICIAL. SUCH DRAWINGS AND SPECIFICATIONS SHALL |
| | CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE, |
| | AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS |
| | ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES. |
| | |
| | 5) THE PLANS DO NOT INDICATE THE TRANSITION FROM THE |
| | ROOF DECK TO PARAPET PLEASE PROVIDE COMPLIANCE WITH : |
| | 107.2.1.2 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. |
| | |
| | 6) SHEET 3 DETAIL A/3 SHOWS THE NEW VERTICAL # 5 REBAR, |
| | THERE IS NO INFORMATION HOW THE NEW REBAR IS TO BE |
| | ATTACHED TO THE BEAM ABOVE OR THE FOUNDATION BELOW TO |
| | BECOME PART OF THE MWFRS (MAIN WIND FORCE RESISTING |
| | SYSTEM). |
| | |
| | 7) SHEET 2 DETAIL A/3 ALSO DOES NOT PROVIDE THE LOADING |
| | ON THE LINTEL/ FT, IF THERE IS ADDITIONAL REQUIREMENTS |
| | OF THE LINTEL. |
| | 2104.1.5 LINTELS. THE DESIGN FOR LINTELS SHALL BE IN |
| | ACCORDANCE WITH THE MASONRY DESIGN PROVISIONS OF EITHER |
| | SECTION 2107 OR 2108. |
| | |
| | JAMES WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: (561) 805-6715 |
| | FAX: (561)805-6676 |
| | E-MAIL: [email protected] |
| | DEVELOPMENT 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 |
| | |
| | |
