Plan Review Notes
Plan Review Notes For Permit 01091364
Permit Number 01091364
Review Stop B
Sequence Number 1
Notes
Date Text
2001-10-27 00:00:00BUILDING PLAN REVIEW
 PERMIT #01091364
 MASTER C-B-A-A-B-C
 CONT: CONTINENTAL HOMES
 TEL: (305) 512-4954
  
 SBC= 1997 STANDARD BUILDING CODE
 SBC*= AMENDMENTS/STANDARD BUILDING CODE
 FL BLD CODE= JAN.1,2002 PLANS SUBMITTED
 AFTER THIS DATE WILL BE REVIEWED
 UNDER THE NEW 2001 FLORIDA BUILDING
 CODE.
  
 PLANS MASTERED UNDER THE 1997 SBC WILL
 NEED TO BE REMASTERED UNDER THE 2001 FL
 BLD CODE GOES INTO AFFECT********
  
 PLANS SUBMITTED BEFORE CLOSE OF DAY ON
 DEC.31,2001 WILL BE REVIEWED UNDER THE
 1997 SBC.
  
 CALCULATED VALUE:
 "A" UNIT = $106,470.00
 "B" UNIT = $127,440.00
 "C" UNIT = $134,893.00
 1)-
 SHEET #1 GENERAL NOTES:
 BLDG DESIGN DATA- TYPE V CONSTRUCTION,
 REQUIRES A 3 HR. WALL,0'-3'HORIZOZNTAL
 SEPERATION.
 TOWNHOUSE CONSTRUCTION REQUIRED FOR A
 2 STORY UNIT MINIMUM TYPE VI CONSTRUC-
 TION UNPROTECTED/ UNSPRINKLERED.
 SBC 704.4.1.
  
 2)- SHUTTERS: WE ARE NOT UNDER THE DADE
 COUNTY CODE, MANUFACTURES OF IMPACT PROT
 ECTION DEVICES AND / OR ASSEMBLIES
 INTENDING TO MARKET, SELL, AND OR
 INSTALL PRODUCTS IN THE CITY OF WEST
 PALM BEACH SHALL SHOW EVIDENCE OF COMPLI
 ANCE WITH THE STANDARD BUILDING CODE
 COPYRIGHTED BY SOUTHERN BUILDING CODE
 CONGRESS INTERNATIONAL (SBCCI) STANDARD
 FOR DETERMINING IMPACT RESISTANCE FROM
 WINDBORN DEBRIS, SSTD 12-97. THE CITY
 DOES ACCEPT DADE COUNTY PRODUCT REPORTS
 BUT DADE COUNTY IS NOT THE STANDARD
 WE APPROVE BY.
  
 3)- ANCHORAGE METAL & WIRE LATH ASTM
 C-1063:
 THE MINIMUM PENETRATION FOR HORIZONTAL
 SUPPORT:
 A) DIAMOND MESH METAL LATH, FLAT-RIB,
 SHALL BE ATTACH TO HORIZONTAL FRAM-
 ING MEMBERS WITH 1 1/2" ROOFING NAIL
 B) 3/8" HI-RIB LATH SHALL BE NAILED OR
 STAPLED AT LEAST 1 3/4" PENETRATION
 INTO HORIZONTAL FRAMING MEMBERS.
  
 4)- MASONARY FIRE DIVISION, SEPERATION:
 NOTE INDICATES CODE SECTION SBC TABLE
 704.4.1.A. THIS TABLE IS FOR CLAY BRICK
 MASONARY WALLS OR PARTITIONS. THE TABLE
 I BELIEVE YOU WOULD REFER TO IS 709.3.1
 SINCE THE DESIGN PROFESSIONAL IS
 REQUESTING A 2 HR RATING OR EQUIVALENT
 THICKNESS OF 4" A LETTER FROM THE BLOCK
 MANUFACTURE SHALL BE REQUIRED INDICATING
 WHAT TYPE OF AGGREGATE IS USED IN THE
 BLOCK AND WHAT THE RATING IS FOR THEIR
 BLOCK?
  
 5)- PERFORMANCE STANDARDS: BROWARD COUN-
 TY IS NOT RECOGNIZED, TO USE THEIR
 TESTING REPORTS SITE SPECIFIC REPORTS
 ARE REQUIRED. A COPY OF THE PRODUCT
 APPROVAL SUBMITTAL FORM IS ATTACHED.
 THE ENGINEER OF RECORD FORTHE TEST FILLS
 IN THE LEFT SIDE OF THE FORM WHILE THE
 ENGINEER OF RECORD FOR THE PROJECT FILLS
 OUT THE RIGHT SIDE OF THE FORM BOTH
 SIGN AND SEAL THERE PART OF THE FORM.
 THE ENGINEER OF REC. FOR THE PROJECT
 ATTEST THAT THE PRODUCT WILL MEET THE
 CRITERIA OF THE SBC CODE AND AT THE
 PRESSURES DESIGNATED ON THE PLANS.
  
 6)- *****PRODUCT APPROVALS********
 A) BROWARD COUNTY INSWING EXTERIOR DOORS
 NOT ACCEPTED UNLESS SITE SPECIFIC REPORT
 B) NORANDEX SITE SPECIFIC REPORT
 REQUIRED.SIGNED / SEALED BOTH TYPES OF
 WINDOWS / DOORS
 C) STORM SHUTTERS CITY REQUIRES A KEY
 PLAN LOCATING GLAZED OPENINGS & NUMBER-
 ING OPENINGS, A FASTENING SCHEDULE.
 SEE ATTACHMENT.
 D) MISSING A FIXED WINDOW REPORT
 E) MISSING ROOFING REPORT FOR CEMENT
 TILE ROOFING.
  
 7)- SBC 1804.2.7.2* SOILS REPORT
  
 8)- SHEET 4 EXT WALL IN UNITS B&C PLEASE
 INDICATE PORTIONS OF THE EXTERIOR WALL
 WITH NO INSULATION? SBC 104.2.2?
  
 9)- SHEET 5 DETAIL A:
 A) ROOF SHEETHING SBC 704.4.2(2) THE
 ROOF IS TO HAVE SEPERATION AT PARTY WALL
 CUT PLYWOOD.ALSO D-11
 B) DETAIL A : 2X2 FURRING ATTACHED WITH
 1 5/8" CASE NAILS?
  
 10)- SH 11 SECTION F RIDGE TO BE OF
 FIRE RETAARDANT TREATED WOOD.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 X 8412


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