| Date |
Text |
| 2015-03-06 17:36:44 | COMMENTS FROM PREVIOUS LIST, NOT ADDRESSED: |
| | |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 15020296 |
| | ADD: 750 HOLLYWOOD PL. |
| | CONT: O/B MENDEZ, LEONOKILDA |
| | TEL: (561)914-1749 |
| | |
| | 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. |
| | |
| | IMPORTANT NOTICE: EFFECTIVE MAY 11, 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 PROJECTDOX 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) ONLY A SITE PLANS WAS SUBMITTED. 2010 WEST PALM |
| | BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER |
| | 1, ADMINISTRATION, : |
| | |
| | 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. |
| | 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. |
| | |
| | 107.2.1.4 QUALITY OF BUILDING PLANS. BUILDING PLANS |
| | SHALL BE DRAWN TO A MINIMUM 1/8 INCH SCALE UPON |
| | SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE MEDIUM. |
| | THE BUILDING OFFICIAL MAY ESTABLISH THROUGH |
| | DEPARTMENTAL POLICY, OTHER STANDARDS FOR PLANS AND |
| | SPECIFICATIONS, IN ORDER TO PROVIDE CONFORMITY TO ITS |
| | RECORD RETENTION PROGRAM. THIS POLICY MAY INCLUDE SUCH |
| | THINGS AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY, OR |
| | OTHER ITEMS RELATED TO RECORDS MANAGEMENT. |
| | |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| | 107.3.5.3 RESIDENTIAL (ONE AND TWO-FAMILY) |
| | SITE REQUIREMENTS |
| | SET BACK/SEPARATION (ASSUMED PROPERTY LINES) |
| | STRUCTURAL REQUIREMENTS SHALL INCLUDE: |
| | DESIGN LOADS |
| | WALL SECTION FROM FOUNDATION THROUGH THE TOP OF THE |
| | MASONRY WALL. |
| | WIND REQUIREMENTS |
| | FOUNDATION/ WALL SYSTEMS MISSING THE SIZE OF THE |
| | FOUNDATION, SIZE AND QUANITY OF REINFORCING BARS IN THE |
| | FOUNDATION, COLUMNS AND BEAM, MINIMUM STRENGTH OF THE |
| | CONCRETE, / GROUT OR PUMP MIX, FOUNDATION DISTANCE FROM |
| | THE PROPERTY LINE, IF THE FOUNDATION IS TO BE OFFSET, |
| | AND SIZED TO RESIST THE MOMENT OF OVERTURNING. |
| | |
| | THE DESIGNER OF RECORD HAS NOT INDICATED IF THE |
| | PROPOSED WALL IS TO BE USED AS A RETAINING WALL? IF SO |
| | THE PLACEMENT OF THE VERTICAL STEEL AND SIZE OF STEEL |
| | WILL NEED TO BE ENGINEERED AS WELL AS THE FOOTER. |
| | |
| | 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] |
| | |
