| Date |
Text |
| 2021-01-06 11:48:03 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20101298 |
| | ADD: 701 BELVEDERE RD. |
| | CONT: TORNADO ROOFING AND CONTRACTING, INC. |
| | TEL: 954-968-8155 |
| | 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. |
| | |
| | 2ND REVIEW |
| | DATE: WED. JAN. 06TH/2021 |
| | ACTION: DENIED |
| | |
| | 1) SHEET T-1 THE COVERSHEET/ CODE RESEARCH: |
| | 1A) COMPLIED. |
| | 1B) SEMI-COMPLIED. FOR THE 2ND REVIEW THE CONSTRUCTION |
| | TYPE INDICATES AS IIIA PROTECTED , NON-SPRINKLERED. |
| | TABLE 601 REQUIRES ALL STRUCTURAL ELEMENTS ARE TO BE |
| | ONE HOUR PROTECTED WITH THE EXCEPTION OF THE EXTERIOR |
| | BEARING WALLS. PLEASE PROVIDE HOW ALL OF THE STRUCTURAL |
| | ELEMENTS ARE 1 HOUR PROTECTED AND THE EXTERIOR BEARING |
| | WALLS HAVE A 2 HOUR FIRE RATING. NOTE A III-B |
| | CONSTRUCTION UNPROTECTED ONLY HAS TO SHOW A 1 HR. FIRE |
| | RATING ON THE EXTERIOR BEARING WALLS. THIS BUILDING |
| | QUALIFIES AS A V-B CONSTRUCTION ALLOWING 9,000 SQ. FT. |
| | FOR A MERCANTILE OCCUPANCY NON-SPRINKLERED. |
| | |
| | 1ST ROUND OF COMMENTS. CONSTRUCTION TYPE STATES IIIA |
| | UNPROTECTED: FULLY SPRINKLERED. PLEASE REFER TO THE |
| | 2017 FBC-B TABLE 601. IN ALL 5 BUILDING CATEGORY TYPES |
| | THE TYPE (A) BUILDING HAS AT LEAST A 1-HOUR PROTECTION |
| | SO THE BUILDING IS PROTECTED. THE PLANS ALSO STATE THIS |
| | BUILDING IS FIRE SPRINKLERED BUT NO FIRE SPRINKLER PLAN |
| | WAS INCLUDED IN THE SET OF DOCUMENTS? 107.2.1.2. |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 1C) COMPLIED. |
| | 2) COMPLIED. |
| | 3) COMPLIED. |
| | |
| | 4A) SHEET M-3 SHOW A ROOF TOP CONDENSING UNIT ON A |
| | STAND. THIS SAME DETAIL INDICATES A NOA 18-0828.09. |
| | PLEASE SUBMIT THIS PRODUCT APPROVAL. 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/ CURBS/ EXHAUST FANS |
| | |
| | 4B) 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 (SHOP |
| | DRAWING STAMP OF APPROVAL) 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. |
| | |
| | 4C) 2017 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO |
| | WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND |
| | PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, BUILDING.FBC-B-1609.6.4.4.1 COMPONENTS |
| | AND CLADDING. WIND PRESSURE FOR EACH COMPONENT OR |
| | CLADDING ELEMENT IS TO BE DESIGNED FOR WIND PRESSURES |
| | COMPONENTS AND ATTACHMENTS. |
| | |
| | 4D) LATERAL FORCE-RESISTING SYSTEM. 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. |
| | |
| | 4E) 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. |
| | |
| | 5) SEMI- COMPLIED. WIND DESIGN IS GIVEN BUT NOT THE |
| | PRESSURES TO BE EXERTED ON THE ROOF TOP EQUIPMENT AND |
| | FOR THEIR SQUARE FOOT AREA PER SIDE, WORST CASE |
| | SCENARIO. SEE COMMENT 4E. |
| | |
| | 5.5. 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. |
| | |
| | 5.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING... ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED |
| | CONVERSION VULT TO VASD. NOTE THE MIAMI-DADE NOA |
| | 18-0719.07 FOR MECHANICAL UNIT TIE DOWN FOR GRADE AND |
| | ROOFTOP APPLICATIONS FOR AN EXPLANATION OF THE EXPOSURE |
| | CATEGORIES THAT ACCOMPANY THE VULT WIND SPEEDS USED IN |
| | THIS DOCUMENT, SEE SECTION 26.7 OF ASCE 7-10. PLEASE |
| | PROVIDE THIS INFORMATION. MOST PRODUCT APPROVALS ARE IN |
| | VASD NOT IN VULT, IF THE PRESSURES SHOWN ARE IN VULT |
| | WHEN REFERRED TO IN VASD THEY MAY NOT BE ADEQUATE. |
| | |
| | 6) 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. |
| | |
| | |
| | PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| | REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| | REVIEW CYCLE. |
| | |
| | PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID |
| | 19 |
| | IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS |
| | 561-718-9724. |
| | |
| | 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] |
| | |
| | |
