| Date |
Text |
| 2007-05-10 14:08:50 | BUILDING PLAN REVIEW |
| | PERMIT: 06040957 |
| | ADD: 525 OKEECHOBEE BLVD |
| | CONT: CENTEX CONSTRUCTION |
| | TEL: (561)629-4174 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVISIONREVIEW |
| | ACTION: DENIED |
| | |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & 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.REMOVE ALL |
| | VOID SHEETS FROM ALL PLANS AND PLACE ONE SET |
| | OF THEM LOOSELY ON TOP OF THE COLLATED PLANS |
| | TO BE REVIEWED. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | 2)SHEET A0.21INDICATES A PLANTER THAT PASSES OVER THE |
| | PROPERTY LINE. |
| | 3202.2.2 ARCHITECTURAL FEATURES. |
| | COLUMNS OR PILASTERS, INCLUDING BASES AND MOLDINGS |
| | SHALL NOT PROJECT MORE THAN 12 INCHES (305 MM). BELT |
| | COURSES, LINTELS, SILLS, ARCHITRAVES, PEDIMENTS AND |
| | SIMILAR ARCHITECTURAL FEATURES SHALL NOT PROJECT MORE |
| | THAN 4 INCHES (102 MM). |
| | |
| | 3) SHEET A1.06 THE 6TH FLOOR IS INDICATED AS A SINGLE |
| | FLOOR TENANT THE DOUBLE DOORS ON BOTH THE NORTH AND |
| | SOUTH SIDE SWING AGAINST THE EGRESS FOR OCCUPANT LOADS |
| | OF 50 OR MORE. 1008.1.2 DOORS SHALL SWING IN THE |
| | DIRECTION OF EGRESS TRAVEL WHERE SERVING AN OCCUPANT |
| | LOAD OF 50 OR MORE PERSONS |
| | |
| | 4) SHEET A3.01 REVISION # 10 AT THE 66'-0" LEVEL |
| | INDICATES A CHANGE IN THE TRIM, THIS SHEET INDICATES |
| | PRECAST CONCRETE CORNICE TYPICALBUT THE SECTION 4 |
| | SHEET A4.11 INDICATES THE TRIM TO BE EFIS TYPE TRIM |
| | ABOVE AND BELOW THE 40' MARK TO DATE NO EFIS TRIM HAS |
| | BEEN SUBMITTED THAT MEET THE NON-COMBUSTIBILITY TEST. |
| | 1406.2.2 ARCHITECTURAL TRIM. |
| | IN BUILDINGS OF TYPE I, II, III AND IV CONSTRUCTION |
| | THAT DO NOT EXCEED THREE STORIES OR 40 FEET (12 192 MM) |
| | IN HEIGHT ABOVE GRADE PLANE, EXTERIOR WALL COVERINGS |
| | SHALL BE PERMITTED TO BE CONSTRUCTED OF WOOD WHERE |
| | PERMITTED BY SECTION 1405.4 OR OTHER EQUIVALENT |
| | COMBUSTIBLE MATERIAL. COMBUSTIBLE EXTERIOR WALL |
| | COVERINGS, OTHER THAN FIRE-RETARDANT-TREATED WOOD |
| | COMPLYING WITH SECTION 2303.2 FOR EXTERIOR |
| | INSTALLATION, SHALL NOT EXCEED 10 PERCENT OF AN |
| | EXTERIOR WALL SURFACE AREA WHERE THE FIRE SEPARATION |
| | DISTANCE IS 5 FEET (1524 MM) OR LESS. ARCHITECTURAL |
| | TRIM THAT EXCEEDS 40 FEET (12 192 MM) IN HEIGHT ABOVE |
| | GRADE PLANE SHALL BE CONSTRUCTED OF APPROVED |
| | NONCOMBUSTIBLE MATERIALS AND SHALL BE SECURED TO THE |
| | WALL WITH METAL OR OTHER APPROVED NONCOMBUSTIBLE |
| | BRACKETS. |
| | THE VARIANCE GRANTED BY THE CONSTRRUCTION BOARD OF |
| | ADJUSTMENT AND APPEAL WAS THAT YOU ONLY NEEEDED TO MEET |
| | THE CODE REQUIREMENT OF 703.4. |
| | 703.4 NONCOMBUSTIBILITY TESTS. |
| | |
| | THE TESTS INDICATED IN SECTIONS 703.4.1 AND 703.4.2 |
| | SHALL SERVE AS CRITERIA FOR ACCEPTANCE OF BUILDING |
| | MATERIALS AS SET FORTH IN SECTIONS 602.2 , 602.3 AND |
| | 602.4 IN TYPE I, II, III AND IV CONSTRUCTION. THE TERM |
| | ?NONCOMBUSTIBLE ? DOES NOT APPLY TO THE FLAME SPREAD |
| | CHARACTERISTICS OF INTERIOR FINISH OR TRIM MATERIALS. A |
| | MATERIAL SHALL NOT BE CLASSIFIED AS A NONCOMBUSTIBLE |
| | BUILDING CONSTRUCTION MATERIAL IF IT IS SUBJECT TO AN |
| | INCREASE IN COMBUSTIBILITY OR FLAME SPREAD BEYOND THE |
| | LIMITATIONS HEREIN ESTABLISHED THROUGH THE EFFECTS OF |
| | AGE, MOISTURE OR OTHER ATMOSPHERIC CONDITIONS. |
| | |
| | 703.4.1 ELEMENTARY MATERIALS. |
| | MATERIALS REQUIRED TO BE NONCOMBUSTIBLE SHALL BE TESTED |
| | IN ACCORDANCE WITH ASTM E 136. |
| | |
| | 703.4.2 COMPOSITE MATERIALS. |
| | MATERIALS HAVING A STRUCTURAL BASE OF NONCOMBUSTIBLE |
| | MATERIAL AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 703.4.1 WITH A SURFACING NOT MORE THAN 0.125 INCH (3.18 |
| | MM) THICK THAT HAS A FLAME SPREAD INDEX NOT GREATER |
| | THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 SHALL |
| | BE ACCEPTABLE AS NONCOMBUSTIBLE MATERIALS. |
| | |
| | 5) THE OTHER ISSUE THAT I SEE IS IN TERMINOLOGY DETAIL |
| | 4 SHEET A4.11 REVISION# 10 IN THE GARAGE CEILING BEING |
| | STUCCO ON 5/8" DENSGLASS GOLD, IS THIS FINISH TRUELY |
| | STUCCO OR AN EFIS FINISH? 106.1.2* ADDITIONAL |
| | INFORMATION REQUIRED. |
| | |
| | 6) SHEET A4.12 DETAIL# 1 COMPOSITE ALUMINIUM PANEL |
| | SYSTEM AT ROOF,A BUILDING PROVISO TO DATE HAS NOT BEEN |
| | SATISFIED: |
| | PERMIT:06040957 |
| | ADD: 525 OKEECHOBEE BLVD |
| | CONT: CENTEX |
| | TEL: (561) 629-4124 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | ALUCOBOND REVIEW |
| | ACTION: DENIED |
| | 3-19-07 |
| | THE ISSUES WITH THE USE OF ALUCOBOND ON THIS PROJECT IS |
| | WITH THE WIND PRESSURES NOT FIRE RESISTANCY. |
| | THE FINAL CLADDING REPORT FROM RWDI REFRENCES FIGURE |
| | 8,12,16 & 20 FOR THE DESIGN OF THE EYEBROW. |
| | IN REVIEWING THESE PRESSURES AGAIN I BELIEVE THERE IS A |
| | PROBLEM IN NOT MEETING THE STATED PRESSURES LISTED IN |
| | THE |
| | TEST REPORTMIAMI-DADE 00-0802.05. THE FLORIDA COVER |
| | SHEET BREAKS THE DESIGN PRESSURES OUT BY IF ALUCOBOND |
| | IS ATTACHED TO A STRUCTURE AND IF THE ALUCOBOND IS |
| | ATTACHED DIRECTLY TO A PLYWOOD BACKING. SEE THE |
| | ATTACHED DETAIL TAKEN FROM THE APPROVED PLANS WHERE |
| | THERE IS NO SOLID BACKING BEHIND THE ALUCOBOND PANEL |
| | WHICH IS TESTED TO 36PSF NOT NEARLY THE PRESSURES FOUND |
| | SHEET# 8 OF A RANGE FROM 70 TO 165. |
| | |
| | THE SECOND ISSUE WITH THIS SYSTEM WILLSTILL REQUIRE |
| | ADDITIONAL FASTENERS TO ACHIEVE THE PRESSURES FOUND AT |
| | THE ROOF TOP LEVELS, THE ENGINEER OF RECORD WILL NEED |
| | TO SUBMIT THIS INFORMATION |
| | NOTE ONE SET OF PRODUCT APPROVAL AND RWDI COVERSHEET |
| | ARE BEING RETAINED. |
| | PLEASE CONTACT THIS OFFICE IF THERE IS FURTHER |
| | ASSISTANCE REQUIRED. |
| | |
| | 7) SHEET A4.14 DETAIL # 3 THE MINIMUM VERTICAL CLEAR |
| | DISTANCE FOR VAN ACCESSIBLE PARKING IS NOT 96" BUT 98" |
| | 11-4.6.5. |
| | |
| | 8)SHEET A4.14 DETAILREVISION# 10 INCLUDES A |
| | SKYLIGHT PLEASE PROVIDE PRODUCT APPROVALS FOR SKYLIGHT |
| | AND ADDITIONAL INFORMATION ON THE CURBING AND |
| | ATTACHMENT TO CURB . |
| | |
| | 9)SHEET A4.21 DETAIL # 1 IS A DETAIL OF THE FRAMING |
| | FOR THE MCM PANELS REFERS TO STRUCTURAL SHEET S1.17 |
| | DETAIL 1 DOES NOT PROVIDE THE HORIZONTAL FRAMING MEMBER |
| | INFORMATION |
| | AS SHOWN ON THE ARCHITECTURAL PLAN. THE SAME S DETAIL |
| | SHOWN S5.03 AND NO HORIZONTAL FRAMING MEMBERS ARE |
| | SHOWN? |
| | |
| | 10) A2.16 ELEVATOR VESTIBULE 1606INDICATES WALL TYPE 6A |
| | WHICH IS A 1HR RATED WALL BUT DOOR # A1606 ON THE DOOR |
| | SCHEDULE A8.11INDICATE A REVISION AND THE DOOR RATING |
| | WAS REMOVED. |
| | |
| | 11) THERE ARE MANY SHEETS THAT DO NOT INDICATE ANY |
| | CHANGES BUT WERE SUBMITTED AS A REVISION, PLEASE |
| | PROVIDE ADDITIONAL INFORMATION WHY THESE SHEETS WERE |
| | PROVIDED? |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
