| Date |
Text |
| 2004-03-02 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 03120833 |
| | ADD: 314 CLEMATIS ST |
| | CONT: RAPP CONSTRUCTION |
| | TEL: (561)248-6411 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 2ND REVIEW |
| | ACTION: DENIED |
| | |
| | 1) COMMENT# 1 FROM FIRST REVIEW: |
| | SHEET A-2.1 SHOWS A RECONFIGURATION OF |
| | THE FRONT ENTRY STAIR. THE 2ND FLOOR |
| | DEMO SHEET ALSO INDICATES A DOOR |
| | REMOVED FROM HALLWAY 228. THIS RECONFIG- |
| | URATION WITH RECEPTION AREA ELIMINATES |
| | THE 1HR RATING OF THE "STAIRWELL SHAFT". |
| | 1006.1.1 EXIT STAIRWAYS BETWEEN FLOORS |
| | SHALL BE ENCLOSED IN OR SEPERATED BY |
| | FIRE RESISTANT CONSTRUCTION IN ACCORD- |
| | ANCE WITH 705.2 AND TABLE 705.1.2. |
| | TABLE 705.1.2 REQUIRES A 1HR RATED WALL |
| | AND 1 HR OPENING PROTECTIVES. |
| | 705.1.3.41HR DOORS ARE TO BE USED IN |
| | STAIRWAYS. AVERAGE TEMP RISE DEVELOPED |
| | ON THE UNEXPOSED SIDE SHALL NOT EXCEED |
| | 450 DEGREES F AT THE END OF 30 MINUTES |
| | OF STANDARD FIRE TEST EXPOSURE. |
| | TABLE 705.1.3.6 |
| | WINDOWS IN SHAFTS, 705.2.3.5 OPENINGS |
| | IN SHAFT ENCLOSURES SHALLBE PERMITTED |
| | WHEN LIMITED TO THOSE NECESSARY FOR THE |
| | PURPOSE OF THE SHAFT. PERMITTED OPENINGS |
| | INSHAFT ENCLOSURES SHALL BE PROTECTED |
| | WITH OPENING PROTECTIVES HAVING A FIRE |
| | RESISTANCE IN ACORDANCE WITH 705.1.2. |
| | WINDOWS 1HR SEE TABLE 705.1.3.6 FOR |
| | WIRED GLASS PANELS USE 1HR RATING SIZE |
| | MAX100 SQ IN, 33"X12". |
| | |
| | 705.2.2 DOES HAVE AN EXCEPTION TO THE |
| | SHAFT ENCLOSURE REQUIREMENT 705.2.2(2) |
| | BUT"ALL 6 REQUIREMENTS MUST BE MET", |
| | (1) IT IS A PART OF A MEANS OF EGRESS. |
| | PLANS ALSO INDICATE THAT (2) MEANS OF |
| | EGRESS ARE REQUIRED AS DOES 1004.1.4. |
| | THE SECOND ISSUE IS 1006.1.4 THERE |
| | SHALL BE NO ENCLOSED USABLE SPACE WITHIN |
| | AN EXIT ENCLOSURE. THERE MUST BE SEPERA- |
| | TION (1HR) BETWEEN THE ENCLOSED STAIR |
| | AND LOBBY OR SITTING ROOM! REVISE INDI- |
| | CATING RATED DOORS WINDOWS USAGE AS WELL |
| | AS PENETRATIONS INTO AND THROUGH A |
| | STAIRWELL ENCLOSURE 1006.1.3.1. |
| | |
| | 2) NOTE# 3 FROM 1ST REVIEW: |
| | CORRECT, RAMPS 6" OR LESS DO NOT NEED TO |
| | MEET THE HANDRAIL REGULATIONS BUT THE |
| | SLOPE AND LANDING REQUIREMENTS OF: |
| | 11.4.8.2 SLOPE & RISE |
| | 11.4.8.4(2) LANDINGS **SEE BOTTOM LAND- |
| | ING 72"X36" MINIMUM.11-4.3.3 MINIMUM |
| | WIDTH OF AN ACCESSIBLE ROUTE IS 36". |
| | |
| | 3) COMMENT# 4 FROM 1ST REVIEW: |
| | PRIVATE BATHROOMS, 11-4.1.3(11) |
| | PRIVATE BATHROOMS SHALL BE ADAPTABLE. |
| | TO BE ADAPTABLE THE SIZE REGULATIONS ARE |
| | IN AFFECT, AND BACKING REQUIRED. THESE |
| | REQUIREMENTS AFFECT ROOMS 210 & 235. |
| | |
| | 4) COMMENT# 7 FROM 1ST REVIEW: |
| | WILL NEED TO APPLY FOR VARIANCE TO THE B |
| | OARD OF AJUSTMENT & APPEAL FOR VARIANCE |
| | TO USE DELUGE CURTIAN. |
| | THE VARIANCE SHOULD BE FOR A TYPE V |
| | BUILDING 0-3' FROM PROPERTY LINE REQUIR- |
| | ING THREE HR WALLS (ZERO % OPENINGS) TO |
| | ALLOW OPENINGS AT WHAT PERCENT? THE |
| | WATER CURTAIN SHOULD BE DESIGNED AS THE |
| | EQUAVALENT FOR A 3HR WALLAS PER NFPA 13 |
| | WATER CURTAIN 5-13.4. |
| | |
| | 5) FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) IMPACT FIXED WINDOWS |
| | *********IMPORTANT************** |
| | *********IMPORTANT************** |
| | PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
