Plan Review Notes
Plan Review Notes For Permit 01071119
Permit Number 01071119
Review Stop B
Sequence Number 3
Notes
Date Text
2001-09-17 00:00:00BUILDING PLAN REVIEW
 700 S ROSEMARY AVE
 PERMIT # 01071119
 "NV LONGE"
 ARCHITECT: CRAIG MOSSEY
 TEL: (561) 416-9059
 FAX: (561) 416-9058
 BOCA RATON, FL 33486
 SBC= 1997 STANDARD BUILDING CODE
 FL ACC CODE= 1997 FLORIDA ACCESSIBILITY
 CODE
  
 1)_ FROM PREVIOUS REVIEW: SBC 1204.2
 RESTROOMS SHALL HAVE NONABSORBANT FLOORS
 AND WALLS TO A HEIGTH OF 4'-0".
  
 2)- FROM PREVIOUS REVIEW: FL ACC CODE
 4.5.1. FLOOR SURFACES ALONG ACCESSIBILE
 ROUTES AND IN ACCESSIBLE ROOMS AND
 SPACESINCLUDING FLOORS, WALKS,STAIRS
 CURBS AND RAMPS SHALL BE FIRM, STABLE
 AND SLIP RESISTANT. A STATIC COEFFICIENT
 OF FRICTION OF 0.6 IS RECOMMENDED FOR
 FLOORS AND 0.8 FOR RAMPS.
  
 3)- DOORS E-1, E-2 PROVIDE PRODUCT INFOR
 MATION FOR 2 HR. FIRE RATING FOR DOORS
 AND THE TRANSOMS ABOVE.WINDOWS 1-4 AL-
 SO WILL REQUIRE 2 HR. FIRE RATING. DOOR
 X-1 INDICATES FLUSH SHOW DETAIL FOR 1HR
 RATING AND THE HARDWARE FOR THE DOOR,
 SBC 1012.1.2 (1-3).
  
 4)- FROM PRREVIOUS REVIEW ; ADDITIONAL
 INFORMATION REQUIRED, SHEET A7.1 DETAIL
 #4, 3" MEDIUM DENSE FOAM, FLAME & SMOKE
 DEVELOPMENT.
  
 5)- REVOLVING DOORS SBC 1012.3(1-6)
 ENTRANCE DOORS AT LOUNGE #2 ARE TO COM-
 PLY. THERE IS ALAO A DISCREPANCY FROM
 SHEET A.2 AND AC.1, P1 & E.1. THE SUB
 TRADE SHEETS SHOW A AWING DOOR WHWEREAS
 A.2 DOESN'T?
  
 6)- FROM PREVIOUS REVIEW, SBC 403.2.4.
 PLATFORM CONSTRUCTION, FOR RAISED PLAT-
 FORMS & RAMPS. FLOORS ARE TO BE BUILT AS
 A TYPE II BUILDING CONSTRUCTION. LIVE
 LOADS AS PER CHAPTER 16. 100 LBS/ SQ FT.
 TABLE 600 TYPE II CON. FLOORS (2HR. RAT-
 ING) NONCOMBUSTIBLE 604,609.2.1,
 FLOOR FINISH 803.7.1, SEE SBC SEC 706,
 707.
 AC-1 INDICATES A/C DUCTS BENEATH PLAT-
 FORM, E.2 (D) INDICATES THAT THERE ARE
 TO BE RECESSED LIGHTS IN FLOORING PLEASE
 DETAIL.
  
 7)- DISCREPANCY, AREA 21 DANCE AREA VIP
 2'-4" ELEVATION VS. DETAIL 6/A9.2.
  
 8)- SBC 903.5 (1) FIRE SPRINKLER PLANS
 ARE REQUIRED FOR TYPE II CONSTRUCTION.
  
 9)- SHEET A.9.1 SEC 8 2X4 BLOCKING.
 SBC 609.2.1 NONCOMBUSTIBLE MATERIALS
 FRAMING & BACKING IN WALLS, FIRE RESIS-
 TANT TREATED WOOD MAY BE USED.
  
 10)- FROM PREVIOUS REVIEW, SHEET A9.3
 HANGING CEILING DETAILS, EXPANSION BOLTS
 INTO EXISTING SLAB? TYPE OF ANCHOR?DEPTH
 OF ANCHOR?
  
 11)- LETTER FROM ENGINEER FOR THE ADDITI
 ONAL LOADING OF BAR JOIST, THAT THE BAR
 JOIST WILL TAKE THE ADDITIONAL LOADING.
 AC.2 ROOF CURB DETAILS : NOTE #4 SEE
 STRUCTURAL DETAILS, THERE ARE NONE?
 THE ADDITIONAL LOADS FOR THE AIR HAND-
 LERS DOESN,T INDICATE IF THE LOADS ARE
 BEING TRANSFERED TO THE TOP OR BOTTOM
 CORD OF THE BAR JOIST, PLEASE HAVE THE
 ENGINEER OF RECORD INDICATE?
  
 12)- A9.3 SECTION #2 FINISH INFORMATION
 ON THE SUSPENDED DOME. SMOKE DEVELOPMENT
 AND FLAME SPREAD.
  
 13)- ROOF /CEILING ASSEMBLY: TABLE 600
 1 HR PROTECTED FOR TYPE II STRUCTURE
 (BAR JOIST) SHOW COMPLIANCE.
  
 14)- A1.0 NORTH WALL FIXED SEATING AT
 RAMP # 3 3'-8" REQUIRED, MINIMUM.
 SBC 1019.10.3.3 SUBTRACT 12" FOR THE
 FIXED SEATING AGAINST THE NORTH WALL.
 ACCESS ISLE NOW ONLY HAS 2'-8" NOT LEGAL
  
  
 15)- A 1.0 AT THE FOOT OF RAMP #1 AND AT
 THE END OF RAMP #2 "HATCHED MARKS"
 INDICATING WHAT?


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