| Date |
Text |
| 2015-10-02 13:56:37 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15060362 |
| | ADD: 2210 N. AUSTRALIAN AVE. |
| | CONT: MONROE CONTRACTING |
| | TEL: (561)455-6600 |
| | E-MAIL: [email protected] |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 2010 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. |
| | |
| | 2ND REVIEW |
| | DATE: FRI. OCT.02/2015 |
| | ACTION: DENIED |
| | |
| | 1-2) COMPLIED |
| | |
| | 3) SHEET A-1.2: |
| | |
| | 3A-3D) COMPLIED |
| | |
| | 3E) 2ND REQUEST. THE BACK VERTICAL EXIT AND EXIT |
| | PASSAGEWAY EXTENSION SHOW A ROOM AND DOOR MARKED 126. |
| | WHAT IS THIS ROOM USED FOR, WHILE IN A EXIT PASSAGEWAY. |
| | 2010 FBC-B 1023.1 AN EXIT PASSAGEWAY SHALL NOT BE USED |
| | FOR ANY PURPOSE OTHER THAN AS A MEANS OF EGRESS. |
| | SEE FBC-B 1023.3 CONSTRUCTION, 2 HR. MINIMUM/ SHAFT |
| | RATED 2 HRS. > 4 STORIES IN HEIGHT. FBC-B 1023.5 |
| | OPENINGS SHALL BE LIMITED TO THOSE NECESSARY FOR AN |
| | EXIT ACCESS TO THE EXIT PASSAGEWAY FROM NORMALLY |
| | OCCUPIED SPACES FOR EGRESS FROM THE EXIT PASSAGEWAY. |
| | |
| | 3F) 2ND REQUEST. PLEASE REVIEW THE DOOR SCHEDULE FOUND |
| | ON SHEET A-1.3 DOORS 124 & 125 SHOULD BE 90 MINUTE PER |
| | FBC-B TABLE 715.5. DOOR # 126 SHOULD BE ELIMINATED FROM |
| | THE EXIT PASSAGE WAY 2010 FBC-B 1023.5. DOOR # 100 |
| | APPEARS THIS MAYBE BECOME THE OCCUPANCY SEPARATION WALL |
| | (2 HR. WALL/ 1 1/2 HR. OPENING PROTECTIVE) PER TABLE |
| | 715.5. |
| | |
| | 3G) 2ND REQUEST. THE PLANS DO NOT MENTION IN THE CODE |
| | SUMMARY OF THE COVERSHEET NOR SHEET A-1.2 OR A-1.4 THE |
| | 2ND FLOOR/ CEILING ASSEMBLY RATING IN COMPLIANCE WITH |
| | FIRE BARRIERS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE |
| | AREAS. 2010 FBC-B 707.3.9 & TABLE 707.3.9. RESPONSE |
| | INDICATES SEE REVISED CODE SUMMARY COVERSHEET. |
| | HORIZONTAL OCCUPANCY IS NOT SHOWN. NOTE TABLE 721.3.2 |
| | EQUIVALENT THICKNESS OF CONCRETE SHOWS 5 INCHES OF |
| | LIMESTONE BASED CONCRETE EQUALS A 3 HOUR RATING. |
| | |
| | 3H-3I) COMPLIED |
| | |
| | 4-4D) COMPLIED |
| | |
| | 4E) 2ND REQUEST. THE LISTED CRITERIA IS WHAT IS NEEDED |
| | TO DETERMINE THE PRESSURES FOR THE NEW WINDOWS AND DOOR |
| | PRESSURES. PLANS ARE LACKING THE WIND DESIGN CRITERIA |
| | FOR THE NEW EXTERIOR COMPONENTS AND CLADDING ELEMENTS. |
| | 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN- |
| | CHAPTER 6 OF ASCE 7-10. |
| | 1609.3 BASIC WIND SPEED FIGURE 1609.A-C |
| | 1609.3 WIND SPEED CONVERSION |
| | |
| | 4E)(1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.3.1 & ASCE 7-10 |
| | |
| | 4E)(2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE |
| | 7-10. |
| | |
| | 4E)(3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.4 & ASCE 7-10 |
| | |
| | 4E)(4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| | SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10. |
| | |
| | 4E)(5) COMPONENTS & CLADDING PRESSURES POSITIVE & |
| | NEGATIVE TABLE 1609.2(2) . |
| | |
| | 5) 2ND REQUEST, UNTIL THE WIND DESIGN CRITERIA IS KNOWN |
| | AND THE PRESSURES, POSITIVE AND NEGATIVE ARE KNOWN THE |
| | PRODUCT APPROVALS CAN NOT BE REVIEWED FOR CODE |
| | COMPLIANCE. |
| | 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT |
| | OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) |
| | SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT |
| | WILL REQUIRE PRODUCT APPROVALS: |
| | (31)(A) EXTERIOR DOORS. |
| | (C) WALL LOUVERS, |
| | (G) EXTERIOR WALL MOUNTED EXHAUST FANS |
| | |
| | 6) 2010 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.. |
| | |
| | 7) COMPLIED. SHEET A-1.4 THE LIFE SAFETY; |
| | |
| | 8) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL |
| | PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND |
| | A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 9) 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 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
| | |
