| Date |
Text |
| 2004-01-15 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 03120934 |
| | ADD: 2275 PALM BEACH LAKES BLVD |
| | CONT: HALLMARK |
| | TEL: (561)512-5517 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | PROVIDE TYPES OF FLAMMIBLE AND COMBUST- |
| | IBLE MATERIALS TO BE STORED AND THE |
| | AMOUNTS TO BE STORED, THIS WILL DETER- |
| | MINE WHAT TYPE OF OCCUPANCY THE SPRAY |
| | BOOTH AND SURROUNDING WORK AREA WILL BE |
| | CLASSIFIED AS. FOR THIS REVIEW THE CLASS |
| | IFICATION WILL BE HAZARDOUS; H2, DEFLAG- |
| | RATION HAZARDS INCLUDE CLASS I,II AND |
| | III-A FLAMMABLE LIQUIDS IN OPEN CONTAIN- |
| | ERS OR CONTAINERSPRESSURED AT MORE THAN |
| | 15 PSI. |
| | PROVIDE INFORMATION FROM TABLE 308.2B |
| | FOR "EXEMPTION" EXEMPT QUANITIES OF H2 |
| | MATERIALS. |
| | |
| | 2) SPRAY BOOTH: 407.1.3.5 SPRAY BOOTHS |
| | WHERE FLAMMABLE MATERIALS ARETO BE USED |
| | SHALL BE PROTEDCTED BY AN AUTOMATIC |
| | SPRINKLER SYSTEM. |
| | |
| | 3) PLANS DO NOT INDICATE FIRE SPRINKLERS |
| | FOR A TYPE V BUILDING, H2 OCCUPANCY, |
| | TABLE 500 REQUIRES EITHER 1HR PROTECTED |
| | FOR 7,500 SQ FT OR UNPROTECTED, SPRINK- |
| | LERED FOR 4,000 SQ FT. WITH THE ADDITION |
| | GROSS AREA IS 7003.15= 55'X127'-4". |
| | ONCE AMOUNTS OF FLAMMIBLE LIQUIDS ARE |
| | CONFIRMED AND THE AMOUNTS ARE ALLOWABLE |
| | BY TABLE 308.2B THE H2 OCCUPANCY WILL |
| | BE DOWN GRADED TO STORAGE, TYPE V BUILD- |
| | ING, UNPROTECTED.SPECIAL STORAGE OCC. |
| | 411.5.1. |
| | |
| | 4) OCCUPANCY SEPERATION, SEPERATION |
| | FROM THE WORK AREA TO BUSINESS OCCUPANCY |
| | REQUIRES A (2HR WALL) 1 1/2 HR OPENING |
| | PROTECTIVES). |
| | |
| | 5) THIS BUILDING IS LOCATED IN A FIRE |
| | DISTRICT, F102.2.7 ARCHITECTURAL TRIM ON |
| | BUILDINGS LOCATED IN A FIRE DISTRICT |
| | SHALL BE CONSTRUCTED OF NONCOMBUSTIBLE |
| | MATERIALS OR FIRE RETARDANT TREATED |
| | WOOD. PROVIDED FIRE RESISTANCE RATING |
| | BASED ON TESTS CONDUCTED IN ACCORDANCE |
| | WITH ASTM 119. |
| | THE ARCH AND STRUCTURAL PAGES BOTH |
| | INDICATE USE CDX PLYWOOD ON THE FRONT |
| | AND BACK OF THE TOWER & WALL EXTENSIONS, |
| | THIS CONSTITUTES TYPE VI CONSTRUCTION, |
| | NOT ALLOWED IN THE "FIRE DISTRICT". |
| | F102.1. THIS ALSO INCLUDES GIRDER TRUSS- |
| | ES MAKING UP WALL PANELS OF TOWER. |
| | |
| | 6)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | PLANS INDICATE MULTIPLE PAGES, (2) A2, |
| | (3) A4,PLEASAE PULL OLD SHEETS, OR IF |
| | ALL SHEETS ARE APPLICABLE RENUMBER, ALSO |
| | DESIGNATE WHICH DETAILS BELONG TO WHICH |
| | BUILDING. |
| | DOOR & WINDOW OPENINGS BELONGING TO |
| | SOUND ADVISE AND ARE "NEW" DO NOT SHOW |
| | UP ON THE DOOR WINDOW SCHEDULE. |
| | |
| | 7) 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) GLAZED SING DOORS |
| | B) GLAZED SWING DOORS W/ SIDELIGHTS |
| | C) GLAZED SWING DOORS W/ SIDELIGHTS & |
| | TRANSOM |
| | D) MULLIONS, VERTICAL & HORIZONTAL |
| | E) WINDOWS |
| | F) STORM SHUTTERS IF IMPACT GLAZING |
| | NOT USED |
| | G) LOUVERS |
| | H) PANEL WALLS, INCLUDING EFIS, FOAM |
| | MOLDINGS |
| | I) ROOFING ASSEMBLIES |
| | |
| | 8)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 |
| | |
| | 9)1707.4.5.1 MULLIONS OCCURRING |
| | BETWEEN INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. |
| | |
| | 10) 1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| | ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| | TO THE ROUGH OPENING SUBTRATE. |
| | |
| | 11)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. |
| | |
| | 12)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. |
| | |
| | 13)1707.4.4.2 TAPERED BUCKS: |
| | SHALL EXTEND BEYOND THE INTERIOR FACE |
| | OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS SUPPORTED. |
| | |
| | |
| | 14) 1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 15) FL BLD CODE 104.2.1.2 |
| | 0DDITIONAL INFORMATION REQUIRED, |
| | DISCREPANCY, SHEET A-4 CARSMETIC ELE. |
| | VS. S3 SPECIFICATION AS A COSTAL ZONE, |
| | HIGHER NEGITIVE PRESSURES, INDICATE |
| | THESE INCREASED PRESSURES FOR ALL OPEN- |
| | INGS, INDICATE FOR ALL ELEVATIONS, |
| | BOTH BUILDINGS. |
| | |
| | 16) S3 INDICATES ENGINEERING CRITERIA, |
| | TRUSSES NO BOTTOM CHORD LIVE LOAD, |
| | 10 LBS. (TABLE 1604.1) |
| | |
| | 17) TRUSS ANCHOR SCHEDULE, RE-EVALUATE |
| | TO FLORIDA SPECIFIC, SEE VALUES IN |
| | USP CATOLOG IN GRAY SHADING NO ADDITION- |
| | AL STRESS ON STEEL CALCULATIONS. |
| | 1609.4.3 LOAD REDUCTION. |
| | WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| | MORE LOADS IN COMBINATION WITH DEAD LOAD |
| | ARE INVESTIGATED IN LOAD COMBINATIONS OF |
| | 1609.4.1 OR 1609.4.2, THE COMBINED |
| | EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| | LOADS SHALL NOT BE LESS THAN THE EFFECTS |
| | FROM THE LOAD COMBINATION OF THE DEAD |
| | LOAD PLUS THE LOAD PRODUCING THE LARGEST |
| | EFFECTS. INCREAS IN ALLOWABLE STRESS SPE |
| | CIFIED IN THE MATERIALS SECTIONS OF THIS |
| | CODE OR A REFRENCED STANDARD SHALL NOT |
| | BE USED WITH THESE LOAD COMBINATIONS |
| | EXCEPT THAT A DURATION OF LOAD INCREASE |
| | SHALL BE PERMITTED IN ACCORDANCE WITH |
| | CHAPTER 23. |
| | |
| | 18)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. |
| | |
| | 19)BEFORE A PERMIT TO CONSTRUCT, MAY |
| | BE ISSUED, IMPACT FEES MUST BE PAID TO |
| | PALM BEACH COUNTY. THE ACTUAL PERMIT |
| | |
| | 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 |
| | |
| | |
| | PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
