| Date |
Text |
| 2016-12-14 15:44:20 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16120237 |
| | ADD: 4375 EASLEY DR./ E.C.R.W.R.F. |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: 719-238-1853 MATTHEW SCHULTZ |
| | 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: WED. DEC. 14/2016 |
| | ACTION: DENIED |
| | |
| | 1) THE STRUCTURAL SHEETS, S1.1, S1.2, S1.3 NOR S1.4 |
| | PROVIDE A DESIGN CRITERIA FOR THE HANDRAIL/ GUARDRAIL |
| | SYSTEM. |
| | 1A) THE PLANS SHOW THE DESIGN FOR THE ANCHORING OF THE |
| | GUARDRAIL BUT DO NOT INDICATE TO WHAT WIND SPEED THE |
| | CALCULATIONS WERE DESIGNED TOO? 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). |
| | |
| | 2) THE OTHER DESIGN CRITERIA NOT GIVEN NOR ANCHOR |
| | CALCULATIONS BACKING UP THE DESIGN IS THE REQUIREMENTS |
| | FOUND UNDER 2014 FBC-B: |
| | |
| | 2A) 1607.8.1 HANDRAILS AND GUARDS. HANDRAILS AND GUARDS |
| | SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 POUNDS |
| | PER LINEAR FOOT (PLF) (0.73 KN/M) IN ACCORDANCE WITH |
| | SECTION 4.5.1 OF ASCE 7. |
| | |
| | 2B) 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS AND GUARDS |
| | SHALL ALSO BE DESIGNED TO RESIST A CONCENTRATED LOAD OF |
| | 200 POUNDS (0.89 KN) IN ACCORDANCE WITH SECTION 4.5.1 |
| | OF ASCE 7. |
| | |
| | 2C) 1607.8.1.2 INTERMEDIATE RAILS. INTERMEDIATE RAILS |
| | (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL |
| | FILLERS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD |
| | OF 50 POUNDS (0.22 KN) IN ACCORDANCE WITH SECTION 4.5.1 |
| | OF ASCE 7. |
| | |
| | 3) 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] |
| | |
| | |
| | |
| | |
| | |
