| Date |
Text |
| 2004-01-13 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 03120591 |
| | ADD: 533 CLEMATIS STREET |
| | CONT: SHAKMAN CONSTRUCTION |
| | TEL: (561)239-9018 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1ST BUILDING REVIEW: |
| | ACTION: DENIED |
| | NOTE: |
| | 3401.7.2.6 WHEN REPAIRS AND ALTERA- |
| | TIONS AMOUNTING TO MORE THAN 50% OF THE |
| | VALUE OF THE EXISTING BUILDING ARE MADE |
| | DURING ANY 12 MONTH PERIOD, THE BUILDING |
| | OR STRUCTURE SHALL BE MADE TO CONFORM TO |
| | THE REQUIREMENTS FOR A NEW BUILDING OR |
| | STRUCTURE OR BE ENTIRELY DEMOLISHED. |
| | |
| | |
| | 1)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | A SURVEY OR PLOT PLAN INDIATING THE PROP |
| | ERTY LINES, AND THE DISTANCE AWAY FROM |
| | THE PROPERTY LINE?THE DISTANCE THE |
| | BUILDING STEPS BACK AT THE 2ND AND 3RD |
| | FLOORS? WINDOW SIZES VS WALL %/ FLOOR. |
| | 705.1.1.2 EVERY EXTERIOR WALL WITHIN |
| | 15' OF A PROPERTY LINE SHALL BE EQUIPPED |
| | WITH APPROVED OPENING PROTECTIVES. |
| | |
| | 2)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | STAIR# 2, IS THIS A FIRE ESCAPE OR CON- |
| | SIDERED A EXTERIOR STAIR? A EXTERIOR |
| | STAIR SHALL COMPLY WITH 1006.2.4, WITH |
| | OPENING PROTECTIVES. |
| | |
| | 3) STAIR# 2 EXIT DOOR ON THE 2ND & 3RD |
| | FLOORS, 1012.1.4 DURING ITS SWING, ANY |
| | DOOR IN A MEANS OF EGRESS SHALL LEAVE |
| | UNOBSTRUCTED AT LEAST 1/2 OF THE |
| | REQUIRED WIDTH OF LANDING. |
| | |
| | 4) 903.8.1 BUILDINGS 3 STORIES OR MORE. |
| | ANY BUILDING 3 STORIES OR MORE IN HEIGHT |
| | SHALL BE EGUIPPED WITH AN APPROVED AUTO- |
| | MATIC SPRINKLER SYSTEMINSTALLED IN |
| | ACCORDANCE WITH 903.1. A STRAIGHT |
| | NFPA 13 SYSTEM WILL BE REQUIRED. |
| | |
| | 5) EXISTING STAIRS, 1007.1.1(3) EXTERIOR |
| | AND INTERIOR EXIT STAIRWAYS SHALL BE CON |
| | STRUCTED OF NONCOMBUSTIBLE MATERIALS |
| | THROUGHOUT IN THE FOLLOWING BUILDINGS: |
| | (3) ALL OTHER BUILDINGS 3 STORIES OR |
| | MORE IN HEIGHT OR OCCUPIED BY MORE THAN |
| | 40 PERSONS ABOVE OR BELOW THE LEVEL OF |
| | EXIT DISCHARGE. |
| | |
| | 6) DISCREPANCY, SHEET A2.0 NOTE 11 INDI- |
| | CATES THAT THIS FLOOR WILL REMAIN A WOOD |
| | FLOOR SYSTEM VS S1,NOTE THIS AREA TO |
| | REMAIN "EXPOSED EARTH SLAB"? |
| | |
| | 7) SHEET A-2.0 DEMO NOTES, INDICATE THE |
| | USE OF CALCULTED FLOOR ASSEMBLIES |
| | 709.6.2.1, WHAT THE PLANS DO NOT INDI- |
| | CATE IS THE FASTENING SCHEDULE FOR THE |
| | 3 LAYERS OF DRYWALL. |
| | |
| | 8) DRAFTSTOPPING 2305.2.2(2) FLOOR/ |
| | CEILING ASSEMBLIES,(2) MULTIFAMILY, |
| | TWO OR MORE UNITS R2, IN THE FLOOR/ |
| | CEILING ASSEMBLIES ABOVE AND IN LINE |
| | WITH THE TENANT SEPAERATION, WHEN TENANT |
| | SEPERATION WALLS DO NOT EXTEND TO THE |
| | FLOOR SHEATHING ABOVE. |
| | |
| | 9) SHEET S-2 INDICATES A DETAIL# 4, WOOD |
| | JOIST TO WALL CONNECTION, WHERE IS THIS |
| | USED? PLANS INDICATE THE REMOVAL OF |
| | THREE COURSES (FACE SHELL) HOW WILL THE |
| | REMAINDER OF THE WALL BE HELD IN PLACE? |
| | |
| | 10) SHEET S-2 DETAIL# "CONNECTION A" |
| | THIS DETAIL INDICATES THE USE OF HILTI |
| | HIT SYSTEM, IS THIS TO GO INTO THE |
| | TERRA COTTA BLOCK, THE REMOVAL OF THE |
| | FACE SHELL IS DESIGNATED FOR THE OPPO- |
| | SITE SIDE OF THE WALL, ALSO HOW MANY |
| | COURSES ABOVE AND BELOW THIS SYSTEM? |
| | |
| | 11) SHEET S-2 INDICATES HOW THE ELEVATOR |
| | PENTHOUSE IS TO BE BUILT, SIDEWALLS, |
| | PLYWOOD, TYPE V BUILDING SIDEWALLS ARE |
| | TO BE NONCOMBUSTIBLE. |
| | |
| | 12) S-3 INDICATES THE LIVE LOADS FOR THE |
| | 2ND & 3RD STORY AS 80 LBS FOR LIVE, |
| | STAIRS ARE TO BE 100 LBS/ SQ FT. |
| | |
| | 13) STAIRWELL PROTECTION. |
| | SHEET M.2.1 3RD FLOOR STAIR WELL HAS A |
| | 12"X12" RA RUNNING THROUGH THE STAIRWELL |
| | 1006.1.3.1 PENETRATIONS INTO & |
| | THROUGH A STAIRWELL ENCLOSURE ASSEMBLY |
| | ARE PROHIBITED EXCEPT FOR REQUIRED EXIT |
| | DOORS, DUCTWORK & EQUIPMENT FOR INDE- |
| | PENDENT STAIR PRESSURIZATION, SPRINKLER |
| | PIPING, STANDPIPES AND ELECTRICAL CON- |
| | DUIT SERVING THE STAIRWAY AND TERMINAT- |
| | ING AT A STEEL BOX NOT EXCEEDING 16 SQ |
| | INCHES. |
| | |
| | 14)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: FRONT ENTRY DOORS |
| | |
| | 15) 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 |
| | |
| | 16)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. |
| | |
| | 17) 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. |
| | |
| | 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) FAIR HOUSING ACCESSIBLE ROUTE 4.3 |
| | SHOW AN ACCESSIBLE ROUTE FOR THE SITE. |
| | INDICATE THE HANDICAPPED PARKING, ACCESS |
| | ISLES, AND ROUTE TO THE ELEVATOR. ALSO |
| | PROVIDE INFORMATION FOR ROUTE FOR PUBLIC |
| | TRANSPORTATION. |
| | INDICATE ALL SIDEWALKS, RAMPS, |
| | STAIRS, AND CURB CUTS.4.4/ 4.5 |
| | |
| | 20) SHEET A2.5 WATER CLOSET GRAB BARS, |
| | THE DETAIL INDICATES A 24" SIDE GRAB BAR |
| | BUT FIG 604.5.1 INDICATES A MINIMUM OF |
| | 42" PLUS 12" FROM THE BACK WALL. |
| | |
| | 21) SHEET A-6.1 FIRST FLOOR FRONT ENTRY |
| | DOORS VS PROPERTY LINE NOT GIVEN. |
| | 3203.1 DOORS SHALL NOT OPEN OR |
| | PROJECT UPON PUBLIC PROPERTY. |
| | |
| | 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 |
