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 |