| Date |
Text |
| 2016-10-24 11:16:20 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16090809 |
| | ADD: 2201 45TH ST. |
| | CONT: KNIGHT ELECTRIC CO. |
| | TEL: 561-689-3500 |
| | 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. |
| | |
| | 1ST REVIEW |
| | DATE: MON. OCT. 24/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET D304 NOTE # 3 INDICATES THE REPLACEMENT OF |
| | DOOR & FRAME WITH A MIAMI-DADE NOA 16-0330.11 OR EQUAL. |
| | CANNOT SAY EQUAL. 2014 FLORIDA BUILDING CODE W 2014 |
| | WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION 107.2.1 INFORMATION ON |
| | CONSTRUCTION DOCUMENTS. 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. SUCH INFORMATION SHALL BE SPECIFIC, |
| | AND THE TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE |
| | OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS |
| | EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC |
| | INFORMATION. |
| | |
| | 2) PLEASE PROVIDE COMPLIANCE WITH 2014 FLORIDA BUILDING |
| | CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION / 2014 FBC-B |
| | 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1 |
| | 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)(A) EXTERIOR DOORS. HIGHLIGHT PRESSURES FOR USE |
| | WITH PANIC HARDWARE!!!!! |
| | |
| | 3) 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. |
| | |
| | 4) PLEASE PROVIDE COMPLIANCE WITH WIND DESIGN, NOTE |
| | HOSPITALS HAVE A RISK CATEGORY IV OR A 180 VULT WIND |
| | DESIGN SEE TABLE 1604.5 & FIGURE 1609B. 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: |
| | |
| | 4.1. 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. |
| | |
| | 4.2. RISK CATEGORY. |
| | |
| | 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. |
| | |
| | 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 4.5. 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. |
| | |
| | 5) SHEET D304 NOTE # 2 INDICATES THIS DOOR IS A NEW OUT |
| | SWING DOOR AND FRAME, IT APPEARS TO BE AN EXTERIOR |
| | DOOR. PLEASE PROVIDE COMPLIANCE WITH 2014 FLORIDA |
| | BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION / 2014 |
| | FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1 |
| | 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)(A) EXTERIOR DOORS. HIGHLIGHT |
| | PRESSURES FOR USE WITH PANIC HARDWARE!!!!! |
| | |
| | 6) NOTICE ONLY, SHEET D321 SHOWS THE REPLACEMENT OF AN |
| | EXISTING GENERATOR, THIS BUILDING IS LOCATED IN AN A8 |
| | FLOOD ZONE WITH REQUIRED BFE OF 14.0 FT. NGVD. SEPT. |
| | 12/2016 THE CITY?S FREEBOARD WAS CHANGED TO AND |
| | ADDITIONAL 1-0 FOOT. THIS BUILDING WAS BUILT IN 1975 |
| | PRE-FIRM AND IS NOT SUBSTANTIAL IMPROVEMENT. CURRENTLY |
| | NO ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 7) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & 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. |
| | |
| | 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] |
| | |
| | DEVELOPMENT SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
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