| Date |
Text |
| 2004-08-04 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04071368 |
| | ADD: 809 N DIXIE HWY |
| | CONT: DK CONSTRUCTION GROUP |
| | TEL: (954)347-6365 |
| | 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) 481.219(2) F.S.A CERTIFICATE OF |
| | AUTHORIZATION SHALL BE REQUIRED FOR A |
| | CORPORATION, PARTNERSHIP, OR PERSON |
| | PRACTICING UNDER A FICTITIOUS NAME, |
| | OFFERING ARCHITECTURAL SERVICES TO THE |
| | PUBLIC JOINTLY OR SEPARATELY. |
| | |
| | 3) PLANS, SPECIFICATIONS,REPORTS OR |
| | OTHER DOCUMENTS PREPARED BY THE DESIGN |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND |
| | SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | SEE MECH, ELEC & PLUMB. |
| | |
| | 4) PROVIDE A SITE PLAN, IT APPEARS THAT |
| | THE SOUTH SIDE OF THE BUILDING IS |
| | LOCATED ON THE SOUTH PROPERTY LINE. |
| | TABLE 600 0-3' AWAY FROM THE PROPERTY |
| | LINE DOES NOT ALLOW FOR OPENINGS. |
| | |
| | 5) SHEET A-2 INDICATES 4,697 SQ FT OR |
| | 47 OCCUPANT LOAD. THIS OFFICE SPACE EX- |
| | CEEDS THE LIMITATIONS FOR SINGLE EXIT. |
| | SEE FBC 1020.1. |
| | |
| | 6)1004.1.4 WHERE 2 OR MORE EXITS OR |
| | EXIT ACCESS DOORS ARE REQUIED, AT LEAST |
| | 2 OF THE EXIT OR EXIT ACCESS DOORS SHALL |
| | BE PLACED A DISTANCE APART EQUAL TO NOT |
| | LESS THAN 1/2 OF THE LENGTH OF THE MAX- |
| | IMUM OVERALL DIAGONAL DIMENSION OF THE |
| | BUILDING OR AREA TO BE SERVED. |
| | PROVIDE 2 EXIT STAIRWELLS FOR THE |
| | SECOND FLOOR. |
| | |
| | 7) EXISTING STAIRS: EXTERIOR AND INTER- |
| | IOR EXIT STAIRWAYS SHALL BE CONSTRUCTED |
| | OF NONCOMBUSTIBLE MATERIALSTHROUGHOUT IN |
| | THE FOLLOWING BUILDINGS:(3) ALL BUILD- |
| | INGS 3 STORIES IN HEIGHT OR 40 PERSONS |
| | ABOVE OR BELOW THE LEVEL OF EXIT |
| | DIXCHARGE. |
| | |
| | 8) 1006.1.1 EXIT STAIRWAYS BETWEEN |
| | FLOORS SHALL BE ENCLOSED IN OR SEPERATED |
| | BY FIRE RESISTANT CONSTRUCTION IN ACCORD |
| | ANCE WITH 705.2 & 705.1.2. |
| | 1006.1.3.1 PENETRATIONS INTO AND |
| | THROUGH A STAIRWAY ENCLOSURE ASSEMBLY |
| | ARE PROHIBITED EXCEPT FOR REQUIRED EXIT |
| | DOORS, DUCTWORK AND EQUIPMENT NECESSARY |
| | FOR THE INDEPENDENT STAIR PRESSURIZATION |
| | SPRINKLER PIPING, STANDPIPES AND ELECTRI |
| | CALCONDUIT SERVING THE STAIRWAY AND |
| | TERMINATING AT A STEEL BOX NOT EXCEEDING |
| | 16 SQ IN. SUCH PENETRATIONS SHALL BE PRO |
| | TECTED IN ACCORDANCE WITH 705.4 |
| | |
| | 9) PROVIDE EITHER THE FIRE SPRINKLER |
| | PLANS FOR THE 2ND FLOOR OR ELSE COMPLY |
| | WITH AREA OF REFUGE. 11-4.1.6.1(A) |
| | NO ALTERATION SHALL BE UNDERTAKEN WHICH |
| | DECREASES OR HAS THE EFFECT OF DECREAS- |
| | ING ACCESSIBILITY OR USABILITY BELOW THE |
| | REQUIREMENTS FOR NEW CONSTRUCTION AT THE |
| | TIME OF ALTERATION.SEE ALSO 11-4.1.3.11 |
| | FOR REQUIREMENTS. |
| | |
| | 10)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. |
| | |
| | 11) RESTROOMS (A-6) FOR FINISH SCHEDULE: |
| | 1204.2 SURROUNDING MATERIALS; |
| | THE WALLS & FLOORS OF ALL PUBLIC REST- |
| | ROOMS SHALL BE LINED WITH NONABSORBANT |
| | MATERIALS TO A HEIGTH OF 4'-0" ABOVE THE |
| | FLOOR. |
| | |
| | 12) A-7 INDICATES THE WINDOW SCHEDULE |
| | BUT THERE IS NO NOTES ABOUT SAFETY GLASS |
| | FL BLD CODE 2405.2 HAZARDOUS LOCATION |
| | PROVIDE SAFETY GLASS FOR THIS LOCATION: |
| | W2,W3 & W4. |
| | |
| | 13)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, W1, W5, & W6. |
| | 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 |
| | |
| | 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)PROVIDE STORM PANEL INFORMATION WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS AND MOUNTING TO BE USED |
| | FOR ALL NON-IMPACT GLAZING. PROVIDE |
| | DETAILS WHERE SHUTTERS WILL BE STORED. |
| | FBC 1606.4.1. |
| | |
| | 16)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. |
| | |
| | 17) 1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 18) 1707.4.4.1 ANCHOR REQUIREMENTS: |
| | WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR |
| | ED IN ACCORDANCE WITH THE PUBLISHED |
| | MANUFACTURER'S RECOMMENDATIONS TO |
| | ACHIEVE THEDESIGN PRESSURE SPECIFIED. |
| | SUBSTITUTE ANCHORING SYSTEM USED FOR |
| | THE SUBSTRATE NOT SPECIFIED BY THE |
| | FENESTRATION MANUFACTURER SHALL PROVIDE |
| | EQUAL OR GREATER ANCHORING AS DEMONSTRA- |
| | TED BY ACCEPTED ENGINEERING PRACTICES. |
| | |
| | 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 |
