| Date |
Text |
| 2004-04-08 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04030467 |
| | ADD: 4500 S DIXIE HWY |
| | CONT: ANDERSON-MOORE |
| | TEL: (561)662-1819 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | WHERE THE BEARING CAPACITY OF THE SOIL |
| | IS NOT DEFINITEY KNOWN, OR IS IN |
| | QUESTIONTHE BUILDING OFFICIAL MAY |
| | REQUIRE EXPLORATIONS, TEST OR OTHER |
| | ADEQUATE PROOF AS TO THE PERMISSIBLE |
| | SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| | TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| | CITY SHALL BE CERTIFIED BY A GEOTECH- |
| | NICALREPORT FROM A DESIGN PROFESSIONAL |
| | PROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | |
| | 3) TABLE 600 ISSUES, INTERPRETATION BY |
| | NEIL MELLICK B.O. FOR THE PURPOSES OF |
| | THIS REVIEW THE SANCTUARY AND PAVILLION |
| | ARE SEPERATE BUILDINGS CONNECTED BY A |
| | COVERED WALKWAY. SEE FBC CHAPTER 2 FOR |
| | DEFINITION OF "WALKWAY, COVERED". |
| | A ASSUMED PROPERTY LINE WILL NEED TO |
| | BE DECIDED BETWEEN THE 2 BUILDINGS & |
| | A MINIMUM BUILDING TYPE, WITH THIS |
| | INFORMATION THE MINIMUM HOUR RATING ON |
| | THE |
| | EXTERIOR WALLS AND ALLOWABLE OPENING |
| | SIZES CAN BE DETERMINED. |
| | |
| | 4) INTERPRETATION BY NEIL MELICK B.O., |
| | THE PLANS INDICATE THAT THE SANCTUARY |
| | WILL NOT NEED THE FIRE SPRINKLERS AS |
| | STATED ON SHEET ON A-2.0, 903.7.2.4. |
| | EXCEPTION# 1 SANCTUARY, A PLACE OF |
| | WORSHIP. |
| | THE PAVILION WILL BE CONSIDERED AS A |
| | SEPERATE BUILDING, TABLE 1003.1 |
| | DETERMINES MINIMUM OCCUPANT LOAD. |
| | ASSEMBLY OCCUPANCY, WITHOUT FIXED SEAT- |
| | ING, IS 7SQFT.THIS LOADING WILL |
| | FIGURE TO BE (70'X37') 370 PEOPLE. SINCE |
| | THIS STRUCTURE MAY BE USED FOR OTHER |
| | USES THAN WORSHIP IT DOES NOT MEET THE |
| | EXCEPTION FOR FIRE SPRINKLERS. PROVIDE |
| | A FIRE SPRINKLER PLAN THAT MEETS NFPA 13 |
| | SEE 903.7.2.4, ASSEMBLY WITH A OCCUPANT |
| | LOAD OF GREATER THAN 300. |
| | |
| | 5) THIS COMMENT WILL APPLY TO BOTH |
| | COVERED DRIVE AND DROP OFF. THE PASSEN- |
| | GER LOADING ZONE (11-4.6.6) NEEDS TO |
| | HAVE EITHER: |
| | A) A 5'-0"X20'-0" PASSENGER LOADING |
| | ZONE NEXT TO THE 12'-0" VEHICLE PULL-UP |
| | SPACE. |
| | B) SHEET A-3.1 & A-3.3 INDICATE A CURB |
| | CUT COMPLYING WITH 11-4.7 BUT IS MISSING |
| | THE ACCESS ISLE. 11-4.6.6 DOES ALLOW A |
| | CURB BETWEEN THE ACCESS AISLE AND THE |
| | VEHICLE PULL-UP ZONE PROVIDED THE WIDTH |
| | OF THE RAMP IS 20'-0" WIDE PLUS THE |
| | FLARED SIDES. |
| | |
| | 6) SCHOOL DROP OFF ZONE AND COVERED |
| | PARKING. THREE ACCESSIBILITY ISSUES: |
| | A) SHEET A-3.3, PARKING STRUCTURES, |
| | 11-4.1.2(5)(B) THERE SHALL BE AT LEAST |
| | (1) VAN ACCESSIBLE PARKING SPACE. |
| | B) SHEET A-5.1 THE VAN ACCESSIBLE PARK- |
| | ING SPACE, VERTICAL CLEARENCE OF 98", |
| | SEE 11-4.6.5 |
| | C) THE SAME DETAIL, THE DROP OFF ZONE, |
| | (11-4.6.5) THE MINIMUM VERTICAL DIMEN- |
| | SION SHALL BE 114". |
| | |
| | 7) NOTE CURB RAMPS, 11-4.7.7 DETECTABLE |
| | WARNINGS, A CURB RAMP SHALL HAVE A |
| | DETECTABLE WARNING COMPLYING WITH |
| | 11-4.29.2. THE DETECTABLE WARNING SHALL |
| | EXTEND THE FULL WIDTH & DEPTH OF THE |
| | CURB RAMP. |
| | |
| | 8) STAIRWAY CONSTRUCTION SEE A-10.0 |
| | DETAIL# 5, THE DETAIL INDICATES THE USE |
| | OF WOOD STRINGERS,1007.1.1(3) THE USE OF |
| | WOOD STRINGERS IS PROHIBITED WHEN MORE |
| | THAN 40 PEOPLE ARE ABOVE THE LEVEL OF |
| | EXIT DISCHARGE. |
| | |
| | 9) STAIRWAY CONSTRUCTION/ MEZZANINE |
| | 1005.7.3 (1) EXCEPTION REQUIRES A SMOKE |
| | DETECTION SYSTEM IN ACCORDANCE WITH |
| | NFPA 72. |
| | |
| | 10) PLANS ARE TO INDICATE WIND DESIGN: |
| | FL. BLD CODE 1606.1.7 THE FOLLOWING |
| | INFORMATION RELATED TO WIND SHALL BE |
| | SHOWN ON THE CONSTRUCTION DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 11)1606.1.4(1) IN WIND BORNE DEBRIS |
| | REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| | ASSUMED TO BE OPENINGS UNLESS SUCH |
| | GLAZING IS IMPACT RESISTANT OR PROTECTED |
| | WITH AN IMPACT RESISTANT COVERING MEET- |
| | ING THE REQUIREMENTS OF SSTD 12, ASTM |
| | E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| | 1) GLAZED OPENINGS LOCATED WITHIN 30 FT |
| | OF GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST. |
| | 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) WINDOWS |
| | B) DOORSWING & ROLL UP |
| | C) ROOF ASSEMBLIES |
| | D) TRUSS ANCHORS |
| | |
| | 12) 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 |
| | |
| | 13)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. |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| | THE PLANS WHEN RESUBMITTING PLANS. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW 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. |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
