| Date |
Text |
| 2004-02-04 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03121401 |
| | ADD: 1921 OKEECHOBEE BLVD |
| | CONT: GREAT DANE PETROLEUM CONTRACT |
| | TEL: (954)214-7530 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) FIRE DISTRICT NO TYPE VI BUILDINGS |
| | ALLOWED IN FIRE DISTICT. SHEET A-5.1 |
| | DETAILS FOR MANSARD AND GRAND ENTRY TO |
| | BE OF NONCOMBUSTIBLE CONSTRUCTION . |
| | F102.1 |
| | |
| | 2) F102.2.4 ROOF COVERINGS IN THE FIRE |
| | DISTRICT SHALL CONFORM TO THE REQUIRE- |
| | MENTS OF A CLASS A OR CLASS B ROOF |
| | COVERING AS DEFINED IN 1505. |
| | |
| | 3) F102.2.6 EXTERIOR WALLS OF TYPE IV |
| | BUILDINGS SHALL HAVE A FIRE RESISTANCE |
| | RATING OF 2 HRS OR MORE WHEN SUCH WALLS |
| | ARE LOCATED WITHIN 30 FT OF A COMMON |
| | PROPERTY LINE OR AN ASSUMED PROPERTY |
| | LINE. INDICATE COMPLIANCE WITH BLOCK |
| | EQUIVALENT THICKNESS SEE TABLE 709.3.1. |
| | |
| | 4) F102.2.7 ARCHITECTURAL TRIM ON BUILD- |
| | INGS LOCATED IN THE FIRE DISTRICT SHALL |
| | BE CONSTRUCTED OF APPROVED NONCOMBUST- |
| | IBLE MATERIALS OR FIRE TREATED WOOD. |
| | |
| | 5) F102.2.8 PERMANENT CANOPIES MAY |
| | EXTEND OVER ADJACENT OPEN SPACES PRO- |
| | VIDED, THE CANOPY AND ITS SUPPORTS SHALL |
| | BE OF NONCOMBUSTIBLE MATERIAL, FIRE RE- |
| | TARDANT TREATED WOOD, WOOD OF TYPE III |
| | SIZES OR OF 1-HR RESISTANT CONSTRUCTION. |
| | |
| | 6) F102.2.11.EXTERIOR PLASTIC VENEER IS |
| | NOT PERMITTED IN THE FIRE DISTRICT. |
| | |
| | 7) 2603.5.1.3 WALK IN COOLERS. IN |
| | UNSPRINKLERED BUILDINGS, FOAM PLASTIC |
| | HAVING A THICKNESS THAT DOES NOT EXCEED |
| | 4INCHES AND A MAXIMUM FLAME SPREAD OF 75 |
| | IS PERMITTED IN WALK-IN COOLERS OR |
| | FREEZER UNITS WHERE THE AGGREGATE FLOOR |
| | AREA DOES NOT EXCEED 400 SQ FT AND THE |
| | FOAM PLASTIC IS COVERED BY A METAL FAC- |
| | ING NOT LESS THAN 0.032" THICK ALLUMIN- |
| | IUM OR CORROSION-RESISTANT STEEL HAVING |
| | A MINIMUM BASE METAL THICKNESS OF |
| | 0.016". |
| | THE TOTAL OR AGGREGATE SQ. FOOTAGE IS |
| | APPROXIMATELY 518 SQ. FT. REQUIRING THE |
| | BUILDING TO BE FIRE SPRINKLERED. |
| | ALSO SEE 2603.5.1.2(4). |
| | |
| | 8) A SEPERATE PERMIT WILL BE REQUIRED |
| | FOR THE CANOPY, ONLY SHEET IN THE PLANS |
| | IS "CP-1" NO INFORMATION ON THE STRUC- |
| | TURAL SYSTEMS OF THE CANOPY. CANOPIES |
| | SHALL COMPLY WITH 404.3.2. |
| | |
| | 9) 404.3.6 PUMP MOTORS SHALL BE ACTIVATE |
| | D BY A SWITH THAT CANNOT BE ENERGIED UN- |
| | TIL AFTER THE HOSE NOZZLE BEEN REMOVED F |
| | ROM ITS BOOT. |
| | |
| | 10) 404.3.7 INDICATE WHERE THE MASTER |
| | PUMP SWITCH IS LOCATED. INDICATE WHERE |
| | THE SIGN MASTER PUMP SWITCH WILL BE AND |
| | READILY ACCESSIBLE TO THE STSTION |
| | ATTENDANT. |
| | |
| | 11)1503.4.2 OVERFLOW DRAINS SHALL BE |
| | THE SAME SIZE AS ROOF DRAINS, INSTALLED |
| | WITH THE INLET FLOW LINE LOCATED 2" |
| | ABOVE THE LOWEST POINT OF THE ROOF LINE. |
| | OVERFLOW SCUPPERS SHALL BE A MINIMUM OF |
| | 4"IN HEIGTH AND SHALL BE PLACED IN WALLS |
| | OR PARARETS WITH THE INLET FLOW LINE |
| | NOT LESS THAN 2" ABOVE THE ROOF SURFACE. |
| | |
| | 12) 1503.4.4 PROTECTION AGAINST DECAY & |
| | TERMITES. CONDENSATE LINES & ROOF DOWN |
| | SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| | AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| | TENSIONS, OR SPLASH BLOCKS. |
| | |
| | 13)1511.7 ROOF MOUNTED MECHANICAL UNIT |
| | S SHALL BE MOUNTED ON CURBS RAISED A |
| | MINIMUM OF 8 INCHES ABOVE THE ROOF SUR- |
| | FACE, OR WHERE ROOFING MATERIALS EXTEND |
| | BENEATH THE UNIT, ON RAISED EQUIPMENT |
| | SUPPORTS PROVIDING A MINIMUM CLEARENCE |
| | HEIGHT IN ACCORDANCE WITH TABLE 1511.7. |
| | MECH. 301.13 WIND RESISTANCE |
| | MECHANICAL EQUIPMENT, APPLIANCES AND SUP |
| | PORTS THAT ARE EXPOSED TO WIND SHALL BE |
| | DESIGNED AND INSTALLED TO RESIST THE |
| | WIND PRESSURES ON THE EQUIPMENT & THE |
| | SUPPORTS AS DETERMINED IN ACCORDANCE |
| | WITH THE FL BLD CODE. THIS MAY BE ACCOMP |
| | LISHED BY DESIGN OR BY APPLICATION OF |
| | SECTION 301.13.1. |
| | |
| | 14) 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. |
| | |
| | 15)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.MISSING REPORTS: |
| | A) ROOFING ASSEMBLIES |
| | |
| | 16) 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 |
| | |
| | 17)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. |
| | |
| | 18) 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. |
| | |
| | 19)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 I |
| | S NOT DEFINITEY KNOWN, OR IS IN QUESTION |
| | THE BUILDING OFFICIAL MAY REQUIRE EXPLOR |
| | ATIONS, 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 P |
| | ROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | |
| | 20)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. |
| | |
| | 21)PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 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 |
