Plan Review Notes
Plan Review Notes For Permit 01090187
Permit Number 01090187
Review Stop B
Sequence Number 1
Notes
Date Text
2001-09-19 00:00:00BUILDING PLAN REVIEW
 01090187
 3400 CELEBRATION BLVD
 CLUBHOUSE (R-3)
 CONT: GERARD GROUP INC
 TEL: (954) 383-2652
 FAX: (561) 795-4060
  
 SBC= 1997 STANDARD BUILDING CODE
 SBC*= COUNTYWIDE AMENDMENTS 1997
 STANDARD BUILDING CODE
  
 1)- PLANS ARE TO BE SUBMITTED UNDER (2)
 INDEPENDENT PLAN REVIEWS:
 3400 CELEBRATION BLVD CLUBHOUSE $250.00
 3420 CELEBRATION BLVD GATEHOUSE $250.00
  
 2)- SBC*104.2.2 ADDITIONAL INFORMATION
 REQUIRED, A SUREY SIGNED SEALED & DATED
  
 3)- A PLOT PLAN THAT SHOWS LOCATION OF
 STRUCTURE AND PROPERTY LINES(SURVEY WILL
 WORK IF PROPOSED BUILDING IS LOCATED ON
 SURVEY).
  
 4)- FL. ENERGY CODE FOR EACH BUILDING.
 UNLESS NO AIR FOR THE GATEHOUSE.
  
 5)- SHEET A1.0 DOESN'T SHOW CHANGE IN
 GRADE, SHEET S-1 DOES DEPICT (2) 4"
 CHANGES IN GRADE. THE FAIR HOUSING ACT
 REFRENCES THE ANSI STANDARDS,SEE 303.2
 FOR CHANGE IN GRADE(VERTICAL).ACCESSIBLE
 ROUTES ANSI 402.2.
  
 6)- MISSING ARE (2) COPIES OF THE SOILS
 REPORT GIVING THE MINIMUM BEARING VALUE.
 SBC* 1804.2.7.2
  
 7)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 THE CITY REQUIRES (2) PRODUCT TESTING RE
 PORTS, FOR THE EXTERIOR ENVELOPE OF THE
 BUILDING, THESE ARE THE ITEMS REQUIRING
 PRODUCT TESTING:
 A- EXTERIOR DOORS *
 B- SLIDING DOORS*
 C- GARAGE DOORS(OVERHEAD)*
 D- WINDOWS*
 E- SKYLIGHTS*
 F- ROOFING ASSEMBLIES
 *- GLAZED OPENINGS WILL REQUIRE
 STORM SHUTTERS IF OPENINGS DO NOT
 MEET THE REQUIREMENT FOR LARGE
 MISSLE RESISTANCE TESTING. A SEPER-
 ATE PERMIT WILL BE REQUIRED IF NOT
 PART OF THE BUILDING PERMIT PACKAGE
 ALSO READ THE CITIES OFFICIAL
 INTERPRETATION ON POLICIES, NOTE
 ITEMS 14 & 15. SEE THE REQUIREMENTS
 FOR THE INSTALATION SCHEDULE & KEY
 PLAN. COPY ATTACHED.
  
 8)- S-3-3 ROOF SYSTEMS BETWEEN THE FLAT
 & PITCHED ROOFING SYSTEMS, SBC
 1507.3.1.5. FLASHING & COUTERFLASHING AT
 WALL ABUTMENTS. PLEASE PROVIDE DETAILS.
 SBC 1507.3.1.6. WHEN CRICKETS REQUIRED.
  
 9)- S3-3 THIS SAME DETAIL SHOWS TRUSSES
 INSET IN THE MASONARY WALL, CHECK CLEAR-
 ENCES PLUS SHEET S1 INDICATES THE
 TRUSSES AND FILLED VERTICAL CELLS IN THE
 SAME SPACE????
  
 10)- SHEET S-2 STEEL COLUMN SCHEDULE:
 J-BOLT ANCHOR LENGTH NOT GIVEN.
  
 11)- FL ACCESSIBILITY CODE 4.6 PARKING
 AND PASSENGER LOADING ZONES.
  
 12)- FL ACCESSIBILITY CODE 4.5 GROUND &
 FLOOR SURFACES ALONG ACCESSIBLE ROUTES
 AND IN ACCESSIBLE ROOMS AND SPACES INCLU
 DING FLOORS, WALKS, STAIRS, RAMPS &
 CURB RAMPS SHALL BE STABLE, FIRM, SLIP-
 RESISTANT. ADDAGG A4.5 A STATIC COEFFICI
 ENT OF FRICTION OF 0.6 IS RECOMMENDED
 FOR ACCESSIBLE ROUTES AND 0.8 FOR RAMPS.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096X8412


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved