| Date |
Text |
| 2016-10-24 17:16:22 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16041147 |
| | ADD: 914 3RD ST. |
| | CONT: TREND WEST INC. |
| | TEL: 561-358-8817 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 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. |
| | |
| | 3RD REVIEW |
| | DATE: MON. OCT. 24 /2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET S1: |
| | |
| | 1A)3RD REQUEST. THIS SHEET AND THE ELECTRICAL SHEETS |
| | SHOW 5 DWELLING UNITS, BUT THE DESIGNER OF RECORD MAKE |
| | NUMEROUS MENTION TO THE2014 RESIDENTIAL CODE. PLEASE |
| | NOTE THE FBC- RESIDENTIAL CODE IS FOR 1 & 2 FAMILY |
| | ONLY!!!!! PLEASE NOTE THIS 5 UNIT RESIDENTIAL STRUCTURE |
| | IS COVERED AND TO BE REVIEWED UNDER THE 2014 |
| | FBC-BUILDING CODE- BUILDING CODE. PLEASE CORRECT THE |
| | CODE REFERENCES TO THE RESIDENTIAL CODE AND TABLES IN |
| | THE RESIDENTIAL CODE. |
| | |
| | 2) 2014 FLORIDA BUILDING CODE- BUILDING, PLEASE PROVIDE |
| | THE WIND DESIGN CRITERIA UNDER 2014 FBC-B 1603.1.4 WIND |
| | DESIGN DATA. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE |
| | STRUCTURE: |
| | |
| | 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | |
| | 2. RISK CATEGORY. |
| | |
| | 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. |
| | |
| | 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/ |
| | M2). |
| | |
| | TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | |
| | 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | 3) THE SUBMITTED PRODUCT APPROVAL (FL 12769 JELD WEN) |
| | WITHOUT SURFACE BOLTS IS GOOD FOR -50 PSF, THE DESIGNER |
| | OF RECORD INDICATES THE NEGATIVE PRESSURES FOR THIS |
| | OPENING ARE -52.7 FOR DOORS LOCATED IN A INTERIOR ZONE |
| | # 4. THE DESIGNER OF RECORD CAN BE MORE RESTRICTIVE |
| | THAN THE MINIMUM CODE. PRESSURES GIVEN ARE AT 132 VASD. |
| | |
| | 4) THE DESIGNER OF RECORD HAS NOT APPLIED THEIR SHOP |
| | DRAWING STAMP OF APPROVAL ON THE PRODUCT APPROVAL |
| | SUBMITTED. 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
