| Date |
Text |
| 2016-11-04 07:20:46 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16080972 |
| | ADD: 2001 S. DIXIE HWY. |
| | CONT: MAC ENTERPRISES |
| | TEL: 561-236-3627 |
| | 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: FRI. NOV. 04/2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A101 THE FIRST FLOOR THE AREA OF WORK IS |
| | ILLUSTRATED WITH A CIRCLE AROUND THE 3 OPENINGS THAT |
| | ARE TO BE ALTERED FROM WINDOWS TO OVERHEAD DOOR |
| | CONCEPT. PLEASE NOTE THE ARCHITECTURAL PLANS WILL NEED |
| | TO BE UPDATED TO SHOW THE NEW OPENINGS AS OVERHEAD DOOR |
| | OPENINGS. |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS |
| | 107.3.5.1 COMMERCIAL BUILDINGS: |
| | 107.3.5.1.1 BUILDING |
| | (1) FLOOR PLAN |
| | (8) STRUCTURAL REQUIREMENTS SHALL INCLUDE: |
| | DESIGN LOADS |
| | WIND REQUIREMENTS |
| | BUILDING ENVELOPE |
| | STRUCTURAL CALCULATIONS |
| | |
| | |
| | 2) THE ENGINEER OF RECORD FOR THE NEW OVERHEAD DOOR |
| | OPENINGS WILL NEED THE ARCHITECT OF RECORD TO REVIEW |
| | THE PACKAGE AND APPLY THEIR SHOP DRAWING SEAL OF |
| | APPROVAL ON THE DOCUMENTS. |
| | |
| | 3) 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: |
| | |
| | 3.1. 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. |
| | |
| | 3.2. RISK CATEGORY. |
| | |
| | 3.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. |
| | |
| | 3.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 3.5. 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. |
| | |
| | |
| | 4) DOCUMENTS SUBMITTED FOR A LOCAL APPROVAL FOR A |
| | GLAZED OVERHEAD DOOR(3) ARE MISSING DOCUMENTS FOR A |
| | COMPLETE CODE COMPLIANT PACKAGE. |
| | |
| | 4A) THE OVERHEAD DOOR PACKAGE ADDRESSES THE FRAMEWORK, |
| | HYDRAULICS AND ELECTRICAL BUT DOES NOT ADDRESS THE |
| | REQUIREMENTS FOR 2014 FBC-B SECTION 2405 SLOPED GLAZING |
| | AND SKYLIGHTS |
| | 2405.1 SCOPE. |
| | THIS SECTION APPLIES TO THE INSTALLATION OF GLASS AND |
| | OTHER TRANSPARENT, TRANSLUCENT OR OPAQUE GLAZING |
| | MATERIAL INSTALLED AT A SLOPE MORE THAN 15 DEGREES |
| | (0.26 RAD) FROM THE VERTICAL PLANE, INCLUDING GLAZING |
| | MATERIALS IN SKYLIGHTS, ROOFS AND SLOPED WALLS. |
| | |
| | 2405.2 ALLOWABLE GLAZING MATERIALS AND LIMITATIONS. |
| | SLOPED GLAZING SHALL BE ANY OF THE FOLLOWING MATERIALS, |
| | SUBJECT TO THE LISTED LIMITATIONS. SEE 2405.2 (1-2). |
| | |
| | 4B) THE OVERHEAD DOOR PACKAGE ADDRESSES THE FRAMEWORK, |
| | HYDRAULICS AND ELECTRICAL BUT DOES NOT ADDRESS THE |
| | REQUIREMENTS FOR 2014 FBC-B 1710.5.1.1 EXCEPTION (2) 2. |
| | DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) RATIO |
| | IS EQUAL TO OR MORE THAN 1 NEED NOT BE TESTED FOR WATER |
| | INFILTRATION. THE OVERHANG RATIO SHALL BE CALCULATED BY |
| | THE FOLLOWING EQUATION: |
| | |
| | OH RATIO = OH LENGTH/OH HEIGHT |
| | |
| | WHERE: |
| | |
| | OH LENGTH = THE HORIZONTAL MEASURE OF HOW FAR AN |
| | OVERHANG OVER A DOOR PROJECTS OUT FROM DOOR SURFACE. |
| | |
| | OH HEIGHT = THE VERTICAL MEASURE OF THE DISTANCE FROM |
| | THE DOOR SILL TO THE BOTTOM OF THE OVERHANG OVER A |
| | DOOR. |
| | |
| | 4C) THE OVERHEAD DOOR PACKAGE ADDRESSES THE FRAMEWORK, |
| | HYDRAULICS AND ELECTRICAL BUT DOES NOT ADDRESS THE |
| | REQUIREMENTS FOR 2014 FBC-B 1609.1.2 PROTECTION OF |
| | OPENINGS. IN WIND-BORNE DEBRIS REGIONS, GLAZED OPENINGS |
| | IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTED |
| | WITH AN IMPACT-RESISTANT COVERING MEETING THE |
| | REQUIREMENTS OF SSTD 12, ANSI/DASMA 115 (FOR GARAGE |
| | DOORS AND ROLLING DOORS) OR TAS 201, 202 AND 203, AAMA |
| | 506. ASTM E 1996 AND ASTM E 1886 REFERENCED HEREIN, OR |
| | AN APPROVED IMPACT-RESISTANT STANDARD AS FOLLOWS: (1.) |
| | GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144 MM) OF |
| | GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE |
| | TEST OF ASTM E 1996. |
| | |
| | 5) POWERLIFT- SCHOOL PROJECT BY DAVID RICE P. E. IS A |
| | DIGITALLY SIGNED PAPER COPY. NEEDS AND ORIGINAL SEAL |
| | AND SIGNATURE, YOU CAN NOT PRINT OUT A DIGITALLY SIGNED |
| | SIGNATURE FOR SUBMISSION TO THE BUILDING DEPARTMENT. |
| | NOTE THIS DOCUMENT COULD HAVE BEEN SUBMITTED |
| | ELECTRONICALLY WHERE WE COULD HAVE VALIDATED THE |
| | SIGNATURE. |
| | PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS |
| | PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR |
| | PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE |
| | DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT. |
| | FL ADMIN CODE 61G15-23.002 ENGINEERS |
| | |
| | 6) LOCAL PRODUCT APPROVAL TO BE REVIEWED BY ROBERT |
| | BROWN B. O. ONCE THE PACKAGE IS COMPLETE. |
| | |
| | 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] |
| | |
| | |
| | |
| 2016-08-26 09:01:49 | |
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