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] |
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| 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
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| 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. |
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| 1ST REVIEW |
| DATE: WED. DEC. 14/2016 |
| ACTION: DENIED |
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| 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: |
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| 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. |
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| 2. RISK CATEGORY. |
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| 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| HEIGHT AND EXPOSURE. |
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| 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
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| 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). |
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| 2) THE OTHER DESIGN CRITERIA NOT GIVEN NOR ANCHOR |
| CALCULATIONS BACKING UP THE DESIGN IS THE REQUIREMENTS |
| FOUND UNDER 2014 FBC-B: |
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| 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. |
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| 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. |
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| 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. |
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| 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. |
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| 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] |
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