| Date |
Text |
| 2017-03-16 14:30:13 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17030344 |
| | ADD: 1500 FLORIDA MANGO ROAD SUITES 9A & 10 |
| | CONT: MALASKY HOMES |
| | TEL: 561-471-8600 |
| | 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: THURS. MARCH 16/ 2017 |
| | ACTION: DENIED |
| | |
| | 1) THE LIFE SAFETY SHEET INDICATES THIS IS A S2 |
| | OCCUPANCY AND THE OFFICE BEING AN ACCESSORY OCCUPANCY. |
| | WITH THE S2 OCCUPANCY DECLARED AS 5760 SQ. FT. AND THE |
| | BUSINESS/ OFFICE 1,419 SQ. FT. THE BUSINESS OCCUPANCY |
| | IS OVER 10 % OF THE FLOOR AREA, CLOSER TO 25% MAKING |
| | THIS A MIXED USE OCCUPANCY. SEE 2014 FBC-B 508.2.1 AREA |
| | LIMITATIONS. AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT |
| | OCCUPY MORE THAN 10 PERCENT OF THE BUILDING AREA. |
| | |
| | 2) THE LIFE SAFETY PLAN INDICATES THE STORAGE OCCUPANCY |
| | TO BE AN S2. PLEASE LIST THE TYPES OF ARTICLES TO BE |
| | STORED IN THIS FACILITY CLASSIFYING IT AN S2 TYPE OF |
| | OCCUPANCY. FBC-B 311.3 LOW-HAZARD STORAGE- GROUP S-2. |
| | |
| | 3) THE LIFE SAFETY SHEET SHOWS WHAT APPEARS TO BE A NEW |
| | OPENING BETWEEN THE 2 TENANT SPACES IDENTIFIED 9B AND |
| | UNIT 10. THIS IS AN OCCUPANCY SEPARATION WALL WHICH |
| | WOULD REQUIRE FIRE RATING FOUND IN FBC-B TABLE 508.4 |
| | FOR FIRE SPRINKLERED BUILDINGS A 1 HOUR, SEE OPENING |
| | PROTECTIVES TABLE 716.5. |
| | |
| | 4) SHEET A-1 DETAIL # 1 INDICATES THE ENCLOSING OF A 12 |
| | FOOT HIGH 10 FOOT WIDE OVERHEAD DOOR OPENING. THIS SAME |
| | DETAIL HAS SECTION 1A & 2. THIS DETAIL IS NOT CLEAR AS |
| | TO THE METAL STUD HEADER. THE PLANS ARE SILENT TO THE |
| | SIZE OF THE STUDS, GAUGE OF METAL, YIELD STRENGTH, HOW |
| | THE BOXED HEADER WILL ATTACH TO THE (COLUMNS) MAIN WIND |
| | FORCE RESISTING SYSTEM? THE PLANS ALSO DO NOT PROVIDE |
| | THE SIZE OF THE EXTERIOR BEARING WALL STEEL STUD |
| | INFILL. 2014 FBC-B 2211.4 WALL STUD DESIGN. |
| | |
| | 5) SHEET A-1 DETAIL # 1 PLEASE PROVIDE THE WIND DESIGN |
| | CRITERIA PER 2014 FBC-B 1603.1.4. 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: |
| | 5.1. 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. |
| | 5.2. RISK CATEGORY. |
| | 5.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. |
| | 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | 5.5. 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. |
| | |
| | 6) THE MIAMI-DADE NOA 15-0618.01 3000 RESISTOR |
| | STOREFRONT WINDOW WALL SYSTEM WAS SUBMITTED. THIS IS |
| | FOR THE SIDELIGHTS ONLY!!! FOR ALL PRODUCTS WITH |
| | GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, |
| | TYPE OF GLAZING, MULLION INFORMATION IF REQUIRED, |
| | ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING |
| | SIZE. |
| | 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. |
| | CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT |
| | CLARITY TO INDICATE THE LOCATION, NATURE AND EXTENT OF |
| | THE WORK PROPOSED AND SHOW IN DETAIL THAT IT WILL |
| | CONFORM TO THE PROVISIONS OF THIS CODE AND RELEVANT |
| | LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED |
| | BY THE BUILDING OFFICIAL. |
| | |
| | 7) 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT |
| | OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, |
| | RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS |
| | OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (31)(A) EXTERIOR DOORS ,MULLIONS |
| | |
| | 8) 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. |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC.. |
| | |
| | 9) SHEET MEP DETAILS 1, 2 & 3 ALL SHOW INSULATION LAID |
| | IN ON THE DROP CEILING, WHAT IS THIS INSULATION TO BE |
| | USED FOR? 2014 FBC-ENERGY C402.2.1 INSULATION INSTALLED |
| | ON A SUSPENDED CEILING WITH REMOVALABLE CEILING TILES |
| | SHALL NOT BE CONSIDERED PART OF THE MINIMUM THERMAL |
| | RESISTANCE OF THE ROOF INSULATION. |
| | |
| | 10) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES |
| | AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. |
| | WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
