Plan Review Notes
Plan Review Notes For Permit 01070180
Permit Number 01070180
Review Stop B
Sequence Number 1
Notes
Date Text
2001-08-06 00:00:00BUILDING PLAN REVIEW
 PERMIT # 01070180
 909 EVERNIA ST
  
 COMPLETE PROPERTY MANAGEMENT
 632-1669
  
 1)- FL S S 481./ 61G15-23.002
 SEAL, SIGNATURE & DATE SHALL BE AFFIXED.
  
 2)- SBC 104.2.2 ADD INFO REQUIRED: PER-
 MIT APP INDICATES (2) SURVEYS ATTACHED,
 PLOT PLAN YES BUT NO SURVEY.
  
 3)- ADDRESS: 909 EVERNIA STREET
 PCN # 74-43-43-21-01-042-0060
  
 4) SBC* 1804.2 SOILS TEST REPORT,
 MINIMUM SOIL BEARING VALUE
  
 5)- S S FL 553.79(2)/ 553.79(6) (C):
 FIRE SPRINKLER PLANS REQUIRED FOR 3
 STORY RESIDENTIAL, OVER 50 HEADS WILL
 REQUIRES A DESIGN PROFESSIONAL.
  
 6)- FIRE DISTRICT:REQUIREMENTS MUST BE
 MET FOR FIRE DISTRICT SBC APPENDIX"F".
 ROOF COVERINGS CLASS "A-B"
  
 7)- SBC 104.2.2: MEAN ROOF HEIGTH?
  
 8)- MISSING SURVEY TABLE 600 % OF OPEN-
 INGS CAN'T BE COMPUTED.
  
 9)- SHEET A-5 DETAIL # 1, 1HR. RATED
 WALL ASSEMBLY,NO UL RATING OR GYOSUM ASS
 OCIATION #, SBC 704.1 OCCUPANCY SEPERA-
 TION FOR APARTMENTS.
  
 10)- SBC 704.2.1.4- CORRIDOR PARTITIONS
 1 HR RATING 2ND /3RD FLOOR
  
 11)- SHEET A-2,A-3 CHASE, SBC 705.2.3:
 SHAFT ENCLOSURE, < THAN 4 STORIES 1 HR.
 USAGE?
  
 12)- EXIT STAIRWELLS, TO COMPLY WITH
 DEFINITION OF " MEANSOF EGRESS".
 SBC 1001.1.3.MEANS OF EGRESS SHALL CON-
 SIST OF CONTINUOUS AND UNOBSTRUCTED
 PATHS OF TRAVEL TO THE EXTERIOR OF A
 BUILDING. THE EXIT IS TO BE 1 HR. CONTIN
 UOUS TO THE EXTERIOR, NOT THE PARKING
 AREA UNDER THE BUILDING. SEE THE (2)
 DOORS ON THE 1ST FLOOR LABELED #9 FOR
 MEANS OF EGRESS. SEE SECTION 1010 FOR
 EXIT DISCHARGE.
  
 13)- EXIT STAIRWELL DOORS,SBC705.1.3.2.1
 OPENING PROTECTIVES FIRE RATED DOORS
  
 14)- SHEET A-8 GUTTERS & LEADERS: 1516.1
  
 15)- SBC 1517.6.4.3 OVERFLOWS SEE REQUIR
 ED HEIGTHS.
  
 16)-SBC 2603- ADDITIONAL INFORMATION ON
 THE PREFAB STUCCO BANDS.
  
 17)- SBC 104.2.2 ADD. INFO REQUIRED,
 ATTACHMENT OF FAKE BALCONY, RAILING &
 SILL MEMBER. SBC 1404.
  
 18)- SBC 1507.4 /1705.1 CONCRETE & ROOF
 TILE: OVERTURNING RESISTANCE.
  
 19)- SHEET A-9 DETAIL #9 FRAME TO MASON-
 RY SBC 607 TYPE V CONSTRUCTION: EXTERIOR
 WALLS BEARING & NON BEARING ARE TO BE
 NON-COMBUSTIBLE,
  
 20)- SHEET A-8 DEPICTS THE SAME AREA ADD
 RESSED ABOVE "STORAGE"THE SBC SEC.
 1517.1.1.3: A PENHOUSE, BULKHEAD, OR ANY
 OTHER SIMILAR PROJECTION ABOVE THE ROOF
 SHALL NOT BE USED FOR PURPOSES OTHER
 THAN SHELTER OF MECHANICAL EQUIPMENT OR
 SHELTER OF VERTICAL SHAFT OPENINGS IN
 THE ROOF. PENTHOUSES OR BULKHEADS USED
 FOR PURPOSES OTHER THAN PERMITTED BY
 THIS SECTION SHALL CONFORM TO THE
 REQUIREMENTS OF THIS CODE FOR AN ADDITIO
 NAL STORY.
  
 21)- STRUCTURAL SHEET S-6 NOTE 1.02: NOT
 SHOWN TABLE 1604.1, RES. MULTI-FAMILY
 LIVE LOADS,PUBLIC ROOMS: 100
 CORRIDORS:80
  
 22)- WIND ZONES : ROOFING T 1606.2E
 WALL / END ZONES 1606.2.C
 SHOW POSITIVE AND NEGATIVE PRESSURES FOR
 ALL OPENINGS.
  
 23)- SBC 1606.2.6.2COMPONENTS & CLADDING
 PROVIDE (2) COPIES OF ALL PRODUCT APPROV
 ALS FOR GLAZED OPENINGS, DOORS. SBCCI OR
 DADE COUNTY PRODUCT APPROVAL REPORTS ARE
 ACCEPTED.
  
 24)- SBC 1606.4.1/1707.4.1 STORM SHUTTER
 REQUIREMENTS SEE CITY POLICY #14.
  
 25)- DISCREPANCY STRUCTURAL STAIRS:
 SHEET S-7 LONGITUDINAL STEEL STAIRS INDI
 CATE 4'-0" WIDE DETAIL DEPICTS 3/35'S &
 2#5'S.
 LANDINGS ARE 8'-0" X 4'X0", WITH 4#5 E.W
 THIS PUTS THE STEEL 2'-0" O.C.?
  
 26)- SHEET S-7 DETAIL "D",SBC 1015.3
 OPENINGS EXCEPTION(2) A 6" SPHERE CAN
 NOT PASS THROUGH THE TRIANGULAR OPENING
 FORMED BY THE RISER,TREAD & GUARDRAIL.
  
 27)- SBC 1204.2 PUBLIC RESTROOMS, FLOOR
 AND WALLS ARE TO BE LINED WITH AN NON-
 ABSORBANT MATERIALS TO A HEIGHT OF 4'-0"
  
 28)- SBC 803.3 MINIMUM INTERIOR FINISH
 CLASSIFICATION SEE TABLE 803.3.
  
 29)- PARKING GARAGES: PARKING SURFACES
 CONCRETE OR SIMILAR SURFACES, NONCOMBUST
 IBLE & NONABSORBANT.SBC 411.2.5.
  
 30)- DEMONSTRATE THE COMPLIANCE OF OPEN
 PARKING GARAGES 411.3.2. 411.4.2ENCLOSED
 PARKING GARAGES: 6 AIR CHANGES OF AIR
 PER HOUR.
  
 THESE IS NOT ENOUGH INFORMATION TO DO
 A THOROUGH REVIEW AT THIS TIME.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 X 8412


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