| Date |
Text |
| 2003-07-03 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03060838 |
| | ADD: 203 S TAMARIND AVE |
| | CONT: TRI-COUNTY RAIL CONTRACTORS |
| | TEL: (954)520-8861 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | ACTION: DEMIED |
| | |
| | 1) 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 |
| | |
| | 2) CITY AMENDMENT 104.2.1.3 QUALITY OF |
| | BUILDING PLANS SHALL BE DRAWM TO A |
| | MINIMUM OF 1/8"= 1'-0". |
| | |
| | 3) CITY AMENDMENT 105.3 BUILDINGS THAT |
| | QUALIFY FOR A RESIDENT INSPECTOR. |
| | (3) WHERE THE CONCRETE DESIGN IS BASED |
| | ON COMPRESSIVE STRENGTH OF (F'C) IN |
| | EXCESS OF 3,000 POUNDS PER SQ IN. |
| | |
| | 4) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | WHERE THE BEARING CAPACITY OF THE SOIL I |
| | S NOT DEFINITEY KNOWN, OR IS IN QUESTION |
| | THE BUILDING OFFICIAL MAY REQUIRE EXPLOR |
| | ATIONS, TEST OR OTHER ADEQUATE PROOF AS |
| | TO THE PERMISSIBLE SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| | TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| | CITY SHALL BE CERTIFIED BY A GEOTECH- |
| | NICALREPORT FROM A DESIGN PROFESSIONAL P |
| | ROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | |
| | 5) FIRE DISTRICT F 102.1 THIS BUILDING |
| | IN A FIRE DISTRICT AND MUST MEET ALL THE |
| | CRITERIA. |
| | |
| | 6) THIS STRUCTURE ALSO IS LOCATED IN A |
| | HISTORICAL DISTRICT AND BE APPROVED |
| | BEFORE THE ISSUANCE OF PLANS. |
| | |
| | 7) DISCREPANCY IN CODE SUMMARY, PLANS |
| | INDICATE (3) STRUCTURES NOT (1), |
| | 504 BUILDINGS LOCATED ON THE SAME LOT. |
| | A PROPERTY LINE SHALL BE ASSUMED BETWEEN |
| | THEM. |
| | THE OTHER ISSUE TO TRY TO TAKE AREA |
| | INCREASES BETWEEN BETWEEN THE 2 PLAT- |
| | FORMS IT CAN NOT BE TAKEN AT 100% SINCE |
| | THERE IS LESS THAN 60' BETWEEN PLATFORMS |
| | |
| | 8) SHEET SJ-S001 WIND ANYLSIS: |
| | EXPOSURE C ACTUALLY IN A B CATORGORY, |
| | |
| | THE OTHER ISSUE IS MISSING THE INTERNAL |
| | PRESSURE COEFFICIENT, ASCE 7-98, SEE |
| | TABLE 6-7 FOR ENCLOSED, PARTIALLY |
| | ENCLOSED AND OPEN BUILDINGS. |
| | THE PLATFORMS BEING AN OPEN TYPE OF |
| | BUILDING, AND THE OVERPASS & TOWER BEING |
| | PARTIALLY ENCLOSED (+.55/-.55) |
| | |
| | 9)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. |
| | THIS CODE SECTION WILL DEPEND ON HOW YOU |
| | CLASSIFY THE OVERPASS, TOWERS AND TICKET |
| | BOOTH. |
| | |
| | 10)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)EXTERIOR DOORS |
| | C) ROOFING ASSEMBLIES |
| | |
| | 11) MISSING INFORMATION 1606.1.7 |
| | (5) COMPONENTS & CLADDING THE POS & NEG |
| | DESIGN PRESSURES ON OPENINGS. |
| | IF THE OVERPASS IS DESIGNED AS PARTIALLY |
| | OPEN, HOW WILL THE TOWERS TAKE THE ADDI- |
| | TIONAL PRESSURES, HOW WILL THE GLASS |
| | FRAMES SEPERATING THE ELEVATOR AND STAIR |
| | WELL TO TAKE THESSE PRESSURES? |
| | |
| | 12) SIDEWALKS (OVERPASS) |
| | SECTION 1604.9 SIDEWALKS(ELEVATED) |
| | SIDEWALK (OVERPASS) 1604.9 SIDEWALKS |
| | CODE SUMMARY ONLY FOR STAIR,LOBBY, AND |
| | LANDINGS, NO MENTION OF,SIDEWALKS: |
| | SHALL BE DESIGNED TO CARRY EITHER A |
| | UNIFROMLY DISTRUBITED LOAD OF 200 PSF OR |
| | A CONCENTRATED LOAD OF 8,000LBS ON A |
| | SPACE 2 1/2 SQ FT AND PLACED IN ANY POS- |
| | ITION, WHICHEVER WILL PRODUCE THE GREAT- |
| | ER STRESSES. THIS DOES NOT APPLY TO |
| | SIDEWALKS ON GRADE. |
| | |
| | 13) 3003.1.4 ELEVATORS SHALL NOT BE IN A |
| | COMMON ENCLOSING SHAFT WITH A STAIRWAY, |
| | AND THE PATH OF TRAVEL FROM ONE FLIGT OF |
| | STAIRS TO THE NEXT SHALL NOT SHALL NOT |
| | PASS DIRECTLY IN FRONT OF THE ELEVATOR |
| | DOOR. |
| | |
| | 14) MACHINE ROOM 3003.7.1 THE MEANS OF |
| | EGRESS SHALL NOT BE THROUGH RESTROOMS, |
| | DRESSING ROOMS OR TENANT OCCUPIED SPACE. |
| | THE LOBBY IS A TENANT OCCUPIED SPACE. |
| | |
| | 15) STRETCHER REQUIREMENT, 3003.4.1 |
| | TRAVEL BETWEEN TERMINAL LANDING AND TOP |
| | LANDING EXCEEDS 25'. |
| | |
| | 16)3003.6.3 THE AREA OF THE VENTS |
| | SHALL BE NOT LESS THAN 3 SQ FT FOR EACH |
| | ELEVATOR CAR, WHICHEVER IS GREATER. |
| | |
| | 17) 3003.3 SIGNAGE MISSING THE COMPLETE |
| | PACKAGE FOR ELEVATOR & HANDICAPPED |
| | SIGNS. SIGN & GRAPHS ARE INDICATED ON |
| | THE TITLE PAGE BUT MISSING. |
| | |
| | 18)11.4.3.11AREAS OF RESCUE ASSISTANCE |
| | INDICATE LOCATION AND CONSTRUCTION TYPE |
| | FOR AREAS OF REFUGE, INDICATE ON PLAN |
| | WHICH CASE USED (1-7). |
| | |
| | 19)11-4.3.11.2 STAIRWAY WIDTH, EACH |
| | STAIRWAY ADJACENT TO AN AREA OF RESCUE |
| | SHALL HAVE A MINIMUM CLEAR WIDTH OF |
| | 48" BETWEEN HANDRAILS. THIS ALSO |
| | INCLUDES ALL RAMPS!!! |
| | |
| | 20) PROVIDE INFORMATION AS TO YOUR STAIR |
| | DESIGN? IF STAIR IS ENCLOSED WHERE IS |
| | THE RATED DOORS, TABLE 705.1.2 ALSO INDI |
| | CATES THE NEED OF A 1 HR RATING ON THE |
| | ELEVATOR SHAFT, (LESS THAN 4 STORIES). |
| | |
| | IF THE DESIGN IS TO BE CONSIDERED AND , |
| | EXTERIOR STAIR TOWER 1006.2.2 THE PROB- |
| | LEM OF THE ASSUMED PROPERTY LINE BETWEEN |
| | STRUCTURES, STAIRWAYS SHALL BE LOCATED |
| | AT LEAST 10'-0" FROM ADJACENT PROPERTY |
| | LINES OR ASSUMED PROPERTY LINES FROM |
| | BUILDINGS ON THE SAME LOT. |
| | |
| | 21) SHEET SJ-A036 INDICATES THE WIRE |
| | MESH GUARDRAIL SYSTEM BUT NO INFORMATION |
| | ABOUT SYSTEM, |
| | 1608.2.3 THE GUARDRAIL SYSTEM SHALL |
| | BE DESIGNED AND CONSTRUCTED TO RESIST A |
| | 200 LB CONCENTRATED HORIZONTAL LOAD |
| | APPLIED ON A 1 SQ FT AREA AT ANY POINT |
| | IN THE SYSTEM INCLUDING INTERMEDIATE |
| | RAILS OR OTHER ELEMENTS SERVING THIS |
| | PURPOSE. |
| | |
| | 22) PLANS ARE TO SMALL TO SEE A THROUGH |
| | PLAN REVIEW CANNOT BE ACCOMPLISHED AT |
| | THIS TIME THESE QUESTIONS HAVE TO BE |
| | ANSWERED TO BE ABLE TO COMPLETE THIS RE- |
| | VIEW. |
| | |
| | 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 |
