| Date |
Text |
| 2002-10-29 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02100481 |
| | ADD: 3300 S DIXIE HWY |
| | CONT: TROPICAL CONCRETE RESTORATION |
| | TEL: (561)848-4767 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | NOTE: FIRE DISTRICT, BLDG TO COMPLY WITH |
| | APPENDIX F. |
| | |
| | 1) SHEET A-3,4 & 5, CROSS SECTION |
| | THROUGH FRONT WALL NEW DECORATIVE ELE- |
| | MENT, F 102.2.7 ARCHITECTURAL TRIM ON |
| | BUILDINGS LOCATED IN A FIRE DISTRICT |
| | SHALL BE CONSTRUCTED OFAPPROVED NONCOM- |
| | BUSTIBLE MATERIALS OR FIRE RETARDANT |
| | TREATED WOOD. |
| | |
| | 2) CANVAS AWNINGS REQUIE A SEPERATE PER- |
| | MIT. F102.2.8(1) ANY TEXTILE COVERING |
| | FOR THE CANOPY SHALL BE FLAME RESISTANT |
| | AS DETERMINED IN ACCORDANCE WITH 3103.1 |
| | 3103.1 CERTIFICATION OF FLAME |
| | RESISTANCE, NFPA 701. |
| | 3204.3 CLEARENCE, EVERY FIXED AWNING |
| | SHALL BE A LEAST 8"-0" IN THE CLEAR |
| | BETWEEN THE LOWEST FRAMING MEMBER AND A |
| | SIDEWALK BELOW. |
| | |
| | 3)704.2.1.4 CORRIDOR PARTITIONS, SMOKE |
| | STOP PARTITIONS, HORIZONTAL EXIT PART- |
| | ITIONS, EXIT ENCLOSURES, AND FIRE |
| | RATED WALLS REQUIRED TO HAVE PROTECTED |
| | OPENINGS SHALL BE EFFECTIVELY AND |
| | PERMANETLY IDENTIFIED WITH SIGNS OR |
| | STENCILING IN A MANNER ACCEPTABLE TO THE |
| | AUTHORITY HAVING JURISDICTION. SUCH IDEN |
| | TIFICATION SHALL BE ABOVE ANY DECORATIVE |
| | CEILING CEILING AND IN CONCEALED SPACES. |
| | SUGGESTED WORDING" FIRE & SMOKE BARRIER |
| | PROTECT ALL OPENINGS". |
| | |
| | 4)705.7.1 JOINTS INSTALLED IN OR BE- |
| | TWEEN FIRE RESISTANT WALLS, FIRE RESIS- |
| | TANT FLOORS OR FLOOR/ CEILING ASSEMBLIES |
| | AND FIRE RESISTANT ROOFS OR ROOF/ CEIL- |
| | ING ASSEMBLIES SHALL BE PROTECTED BY AN |
| | APPROVED FIRE RESISTANT JOINT SYSTEM |
| | DESIGNED TO RESIST THE PASSAGE OF FIRE |
| | FOR A PERIOD NOT LESS THAN THE RE- |
| | QUIRED FIRE RESISTANCE RATING OF THE |
| | WALL, FLOOR OR FLOOR IN OR BETWEEN |
| | WHICH IT IS INSTALLED. |
| | |
| | 5)705.1.2 PENETRATIONS SHALL BE PRO- |
| | TECTED BY AN APPROVED PENETRATION FIRE- |
| | STOP SYSTEM AS TESTED IN ACCORDANCE WITH |
| | ASTM E 814, WITH A MINIMUM POSITIVE |
| | PRESSURE DIFFERENTIAL OF 0.01 INCH OF |
| | WATER COLUMN AND AN F RATING OF NOT LESS |
| | THAN REQUIRED RATING OF THE WALL |
| | PENETRATED. |
| | |
| | 6)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. |
| | |
| | 7) FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORT, SBCCI OR DADE COUNTY |
| | REPORT ARE ACCEPTED. MISSING REPORTS: |
| | A) WINDOWS |
| | B) MULLIONS |
| | C) DOORS |
| | D) STORM SHUTTERS |
| | |
| | 8) 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. |
| | |
| | 9)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. |
| | |
| | 10) 1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 11) 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. |
| | |
| | 12) 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. |
| | |
| | 13) 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. |
| | |
| | 14)1503.4 ROOF DRAINS UNLESS ROOFS ARE |
| | SLOPED TO DRAIN OVER THE ROOF EDGE, ROOF |
| | DRAINS SHALL BE INSTALLED AT THE LOWEST |
| | POINT OF THE ROOF. WHERE REQUIRED FOR |
| | ROOF DRAINAGE,SCUPPERS SHALL BE LOCATED |
| | AS DETERMINED BY THE ROOF SLOPE AND CON- |
| | TRIBUTING ROOF AREA. |
| | |
| | 15)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. |
| | |
| | 16) 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. |
| | |
| | 17)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 |
| | HEIGTH IN ACCORDANCE WITH TABLE 1511.7. |
| | |
| | 18)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 |
| | |
| | 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. A TRANSMITTAL LETTER LISTING THE |
| | ORIGINAL REVIEW COMMENT NUMBER, WITH A |
| | DESCRIPTION OF THE REVISION MADE, IDEN- |
| | TIFYING 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 |
| | PLAN REVIEW |
| | TEL: (561)659-8096 EX.8412 |
| | FAX: (561)659-8026 |
