Date |
Text |
2006-01-11 00:00:00 | BUILDING PLAN REVIEW |
| PERMIT:05070295 |
| ADD: 1256 PALM BEACH LAKES BLVD |
| CONT: MASTER CONTRACTORS |
| TEL: (561)712-8898 |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| * WEST PALM BEACH AMENDMENTS |
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| 3RD REVIEW |
| ACTION: DENIED |
| WHEN RESUBMITTING PLANS PLEASE INDICATE |
| THE REVISION & REMOVE & REPLACE ANY |
| PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| BER, WITH A DESCRIPTION OF THE REVISION |
| MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| TION PAGE WHERE THE CHANGES CAN BE FOUND |
| WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| YOU FOR YOUR ANTICIPATED COOPERATION. |
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| 1) COMMENET# 3 FROM THE PREVIOUS REVIEW: |
| 705.7.1 JOINTS INSTALLED IN OR BE- TWEEN |
| FIRE RESISTANT WALLS, FIRE RESIS- TANT |
| FLOORS OR FLOOR/ CEILING ASSEMBLIES AND |
| FIRE RESISTANT ROOFS OR ROOF/ CEIL- ING |
| ASSEMBLIES SHALL BE PROTECTED BY AN |
| APPROVED FIRE RESISTANT JOINT SYSTEM |
| DESIGNED TO RESIST THE PASSAGE OF FIRE |
| FOR A PERIOD NOT LESS THAN THE RE- |
| QUIRED FIRE RESISTANCE RATING OF THE |
| WALL, FLOOR OR FLOOR IN OR BETWEEN |
| WHICH IT IS INSTALLED. |
| THE AREA OF CONCERN IS BETWEEN THE |
| RATED WALL AND THE ROOF ASSEMBLY. |
| 705.7.2. AND TABLE 705.7 WILL REQUIRE A |
| SYSTEM THAT WILL COMPLY WITH 500 CYCLES |
| OF EXPANSION AND CONTRACTION WITHOUT |
| FAILURE. |
| (UL OR EQUIVALENT) PROVIDE A FLEXIBLE |
| JOINT FIRE AND SMOKE ASSEMBLY AT THE |
| TENANT SEPERATION BETWEEN WALL A |
| ROOF DECK. |
| |
| 2) COMMENT# 4 FROM THE PREVIOUS |
| REVIEW,DISCREPANCY BETWEEN A-2 & THE |
| MEP-1, THE NEW OFFICE DOORS ARE IN |
| DIFFERENT LOCATIONS OR MISSING , PLEASE |
| CORRECT. |
| |
| 3) COMMENT 6A) FROM THE PREVIOUS REVIEW, |
| 6A) PRODUCT APPROVALS, THE ARCH EXTERIOR |
| DOORS(01-0226.05) AND STOREFRONT) |
| SYSTEMS (00-1220.05)SUBMITTED WILL |
| REQUIRE A HURRICANE PROTECTIVE SYSTEM. |
| PROVIDE PRODUCT APPROVAL REPORT |
| FOR STORM SHUTTERS WITH A FL COVER |
| SHEET. |
| PROVIDE STORM PANEL INFORMATION WITH |
| INSTALLATION SCHEDULE AND KEY PLAN WITH |
| SPECIFIC ANCHORS AND MOUNTING TO BE USED |
| FOR ALL NON-IMPACT GLAZING. |
| FBC 1606.1.4. |
| FL BLD CODE 2001 SECTION 103.6, |
| 1606.1.4, 1707.4 & 3401.7.2.4. |
| PROCEDURES: 1(B) A COMPLETE INSTALLATION |
| SCHEDULE SUMMARIZING & IDENTIFYING |
| OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM |
| BAR REINFORCING REQUIREMENTS, WALL PRES- |
| SURE ZONES, SLAT TYPES, ETC., SHALL BE |
| SUBMITTED AT TIME OF PERMIT APPLICATION |
| TO FACILITATE PLAN REVIEW AND PERMIT |
| ISSUANCE. |
| 6B) YKK EXTERIOR DOOR, SUPPLY THE DADE |
| COUNTY NOA MENTIONED IN THE FLORIDA |
| REPORT: |
| 04-0227.02 LARGE MISSLE |
| 04-0227.03 SMALL MISSLE |
| IF THE REPORT THAT WILL BE SUBMITTED IS |
| FOR SMALL MISSLE IMPACT, PROVIDE THE |
| INFORMATION THAT IS LISTED ABOVE FOR |
| STORM SHUTTER REQUIREMENTS. |
| |
| 4)COMMENT 6B) FROM THE PREVIOUS REVIEW, |
| 6B) FL BLD CODE 104.2.1.2 |
| ADDITIONAL INFORMATION REQUIRED, |
| THE DOOR SCHEDULE INDICATES DOOR# 3 TO |
| BE A HOLLOW CORE METAL CLAD DOOR, WHERE |
| AS THE FLOOR PLAN & ELEVATIONS INDICATE |
| GLASS DOORS WITH SIDE LIGHTS. |
| 6C) 2405.2.1 THE FOLLOWING SHALL BE |
| CONSIDERED SPECIFIC HAZARDOUS LOCATIONS |
| FOR THE PURPOSES OF GLAZING: |
| 3. GLAZING IN AN INDIVIDUAL FIXED OR |
| OPERABLE PANEL ADJACENT TO A DOOR |
| WHERE THE NEAREST VERTICAL EDGE |
| IS WITHIN A 24-INCH (610 MM) RADIUS |
| OF THE DOOR IN A CLOSED POSITION |
| AND WHOSE BOTTOM EDGE IS LESS THAN |
| 60 INCHES (1524 MM) ABOVE THE |
| FLOOR OR WALKING SURFACE. |
| |
| 5) COMMENT# 7 FROM THE PREVIOUS REVIEW |
| THE INTERIOR DEMO PERMIT TO BE |
| SATISFIED.COMMENT FROM FIELD INSPECTOR |
| ABOUT FIRE DAMAGE, ENGINEERS LETTER |
| REQUIRED FOR ROOF FRAMING MEMBERS AND |
| DECK.PULLED THE PERMIT 05120051 AND |
| FOUND NO REPORT, THIS WAS PART OF THE |
| FIELD INSPECTORS REQUIREMENTS!!!!!!!! |
| |
| 6) COMMENT# 8 FROM THE PREVIOUS REVIEW, |
| PLANS INDICATE EXISTING HANDICAPPED |
| RAMP PROVIDE HEIGHT OF THE EXISTING |
| RAMP AND CONFIGURATION. MAY REQUIRE |
| UPGRADES, SEE 11-4.8 SLOPE, RISE, |
| LANDINGS AND HANDRAILS. |
| 11-4.8.8 OUTDOOR CONDITIONS. OUTDOOR |
| RAMPS AND THEIR APPROACHES SHALL |
| BE DESIGNED SO THAT WATER WILL NOT |
| ACCUMULATE ON WALKING SURFACES. |
| 6A) |
| THE FRONT OF THE DOLLAR STORE INDICATES |
| A RAMP WITH A FORWARD APPROACH ON SHEET |
| A-2 WHERE AS SHEET A-3 INDICATES ANOTHER |
| DETAIL SHOWING A COMMON LANDING AND 2 |
| RAMPS AT A 180 DEGREES FROM EACH OTHER. |
| THESE 2 RAMPS APPEAR TO HAVE RUNS LONGER |
| THAN 6'-0" REQUIRING A RAILING. NO LOWER |
| LANDING IS PROVIDED. THIS SAME DETAIL |
| INDICATES IN THE LEGEND SCALE 1/4" AND |
| N. T. S. "NOT TO SCALE"WITH NO |
| DIMENSION PROVIDED FOR THE RUN OF THE |
| RAMP. |
| 6B) |
| THE SAME PROBLEMS ARISE ON THE SIDE |
| OF THE BUILDING WHERE RAMPS APPEAR NO |
| INFORMATION PROVIDED. |
| 11-4.8.3. CLEAR WIDTH. THE MINIMUM |
| CLEAR WIDTH OF A RAMP SHALL BE 36". |
| EXCEPTION: RAMPS THAT ARE PART OF A |
| REQUIRED MEANS OF EGRESS SHALL NOT BE |
| LESS THAN 44 INCHES WIDE. |
| 11-4.8.4.(2) LANDINGS. ALL LANDINGS |
| ON RAMPS SHALL NOT BE LESS THAN 60" |
| CLEAR, & THE BOTTOM OF EACH RAMP SHALL |
| HAVE NOT LESS THAN 72" OF STRAIGHT & |
| LEVEL CLEARENCE. |
| 11.4.8.5. HANDRAILS: IF A RAMP HAS |
| A RISE GREATER THAN 6" OR A HORIZONTAL |
| PROJECTION GREATER THAN 72", THEN IT |
| SHALL HAVE HANDRAILS ON BOTH SIDES. |
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| 6C) |
| NOTE: |
| 11-4.1.6(2) DUTY TO PROVIDE AN |
| ACCESSIBLE PATH OF TRAVEL TO ALTERED |
| AREAS SHALL BE DEEMED DISPROPORTIONATE |
| TO THE OVERALL ALTERATION WHEN THE COST |
| EXCEEDS 20 % OF THE COST OF THE ALTERA- |
| TION TO THE PRIMARY FUNCTION AREA. |
| (A)(I) AN ACCESSIBLE ENTRANCE |
| (II) AN ACCESSIBLE ROUTE |
| |
| 7) SEE THE ELECTRICAL REVIEWERS COMMENTS |
| THAT DEAL WITH PHOTOCOPIED PLANS, |
| ASSUMING WORK OF ONOTHER DESIGN |
| PROFESSIONAL,AND AFFIXING ONES SEAL TO |
| PLANS THAT WERE NOT PREPARED BY OR UNDER |
| THIER SUPERVISING CONTROL. ONE SET OF |
| PLANS HAS BEEN RETAINED FOR REVIEW BY |
| THE FLORIDA STATE BOARD OF ARCHITECTURE. |
| BUILDING PLAN REVIEW |
| JIM WITMER |
| TEL: (561)805-6715 |
| FAX: (561)659-8026 |
| |