| Date |
Text |
| 2020-06-12 13:00:55 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20030581 |
| | ADD: 301 N. OLIVE AVE. 4TH FLOOR |
| | CONT: ROBLING ARCHITECTURE CONSTRUCTION |
| | TEL: 561-649-6705 |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: TUESDAY MAY 5TH/ 2020 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A-103 NOTE # 6 INDICATES A NEW ROOF TOP |
| | CONDENSING UNIT SEE MECHANICAL SHEETS. SHEET M-6NOTE # |
| | 1 STATES THE NEW CONDENSING UNIT SHALL BE 180 MPH WIND |
| | RATED. SHEET M-7 NOTE # 3 STATES THAT THE UNIT |
| | ATTACHMENT TO CONCRETE PAD PER THE MANUFACTURERS |
| | SPECIFICATIONS, STAND SHALL HAVE A MIAMI-DADE NOA. |
| | SHEET M-7 NOTE # 4 STATES ENGINEERED TIE-DOWN |
| | INSTALLATION REQUIRED. |
| | |
| | 1A) THE PLANS DO NOT INDICATE HOW THE CONDENSING UNIT |
| | WILL BE ANCHORED TO THE CONDENSING STAND. FOR ALL ROOF |
| | TOP EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS, |
| | DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL |
| | AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. |
| | |
| | 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS. |
| | |
| | 1B) THE SHEET M-6 STATES THE WIND SPEED IS TO BE |
| | DESIGNED TO 180 MPH (VULT). 2017 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: |
| | 1B)(1.) ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND |
| | GUST), MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, |
| | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | 1B)(2.) RISK CATEGORY. |
| | 1B)(3.) WIND EXPOSURE. APPLICABLE WIND DIRECTION IF |
| | MORE THAN ONE WIND EXPOSURE IS UTILIZED. TABLE |
| | 1609.7.2. HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1. |
| | 1B)(4.) APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | 1B)(5.) DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED |
| | BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR |
| | THE DESIGN OF THE STRUCTURE, PSF. |
| | 1)(6) TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE BUILDING |
| | FOR NEGATIVE PRESSURES. IS THERE A 3 FOOT PARAPET OR |
| | HIGHER ALL AROUND THE BUILDING? 1609.3.1 WIND SPEED |
| | CONVERSION VULT TO VASD. |
| | 2) WELDED OR BOLTED CONNECTIONS. THE CONTRACTOR IS |
| | REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS & |
| | WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN |
| | ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF |
| | INSPECTION. |
| | 2017 FBC-B 2204.1 WELDING |
| | 1. WELD PROCEDURES SPECIFICATIONS |
| | 2) QUALIFICATIONS OF WELDING PERSONAL |
| | 2017 FBC-B 2204.2 BOLTING. |
| | FOR ADDITIONAL INFORMATION PLEASE CALL KEN CONRAD CHIEF |
| | BUILDING INSPECTOR AT 561-805-6666. |
| | |
| | 3) COMPONENTS & CLADDING. 2017 FBC-B 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)(G) PRE-ENGINEERED A/C STANDS |
| | |
| | 4A) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS |
| | WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE |
| | 61G20 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.. |
| | |
| | 4B) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING |
| | DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE |
| | DELEGATED ENGINEER SHALL FORWARD THE DELEGATED |
| | ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR |
| | REVIEW. |
| | |
| | 5) THE ROOF TOP A/C STAND PRODUCT APPROVALS, TO BE |
| | REVIEWED BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE |
| | FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW) |
| | OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND, |
| | THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS, |
| | WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES, |
| | ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE |
| | STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL |
| | IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED |
| | BEFORE SUBMISSION TO THE BUILDING DEPARTMENT. |
| | |
| | 6) 2017 FBC-M 306.5 EQUIPMENT AND APPLIANCES ON ROOFS |
| | OR ELEVATED STRUCTURES. WHERE EQUIPMENT REQUIRING |
| | ACCESS OR APPLIANCES ARE LOCATED ON AN ELEVATED |
| | STRUCTURE OR THE ROOF OF A BUILDING SUCH THAT PERSONNEL |
| | WILL HAVE TO CLIMB HIGHER THAN 16 FEET (4877 MM) ABOVE |
| | GRADE TO ACCESS SUCH EQUIPMENT OR APPLIANCES, AN |
| | INTERIOR OR EXTERIOR MEANS OF ACCESS SHALL BE PROVIDED. |
| | SUCH ACCESS SHALL NOT REQUIRE CLIMBING OVER |
| | OBSTRUCTIONS GREATER THAN 30 INCHES (762 MM) IN HEIGHT |
| | OR WALKING ON ROOFS HAVING A SLOPE GREATER THAN 4 UNITS |
| | VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE). |
| | SUCH ACCESS SHALL NOT REQUIRE THE USE OF PORTABLE |
| | LADDERS. WHERE ACCESS INVOLVES CLIMBING OVER PARAPET |
| | WALLS, THE HEIGHT SHALL BE MEASURED TO THE TOP OF THE |
| | PARAPET WALL. |
| | |
| | 7) 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 OF THE PLANS COULD NOT HAPPEN SINCE |
| | THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED |
| | DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE |
| | MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS |
| | AND INFORMATION LACKING UNDER THE PRIOR REVIEW. |
| | |
| | |
| | JAMES A. WITMER BN, PX, SFP, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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