Plan Review Notes
Plan Review Notes For Permit 02021880
Permit Number 02021880
Review Stop B
Sequence Number 1
Notes
Date Text
2002-04-11 00:00:00BUILDING PLAN REVIEW
 PERMIT NUMBER 02021880/
 02021869
 8260/ 8270 MANJACK CAY
 CONT: TAZ CONSTRUCTION
 TEL: (954)340-1744
  
 SBC= 1997 STANDARD BUILDING CODE
  
 1)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 PRODUCT APPROVALS ARE REQUIRED FOR
 GLAZED OPENINGS, BROWARD COUNTY FORMS
 REQUIRE SITE SPECIFIC ENGINEERING AND
 THE DESIGN PROFESSIONAL OF RECORD SHALL
 AFFIX HIS SEAL TO THE AFFIDAVIT ATTEST-
 ING THAT THIS PRODUCT MEETS THE WIND
 LOADING OF THE 1997 STANDARD BUILDING
 CODE.
 IF THE DESIGN PROFESIONAL IS RELUC
 TENT TO SIGN & SEAL THE BROWARD COUNTY
 FORM HE MAY ATTACH HIS AFFIDAVIT TO THE
 BROWARD FORM ATTESTING THIS PRODUCT DOES
 MEET THE WIND REQUIREMENTS OF THE 1997
 STANDARD BUILDING CODE, AGAIN HE SHALL
 SIGN & SEAL THE AFFADAVIT. FL .STATE
 STATUTE 61G1-16.001 PLANS, SPECS, RE-
 PORTS PREPARED BY OR ISSUED BY THE DE-
 SIGN PROFESSIONAL AND FILED FOR PUBLIC
 RECORD SHALL BEAR THE DESIGN PROFESSION-
 ALS SIGNATURE AND HAVE HIS SEAL ATTACHED
 THIS ISSUE HAS TO DEAL WITH:
 A) KINCO LIMITED ALUMINUM SLIDING
 GLASS DOORS
 B) KINCO- ALUMINUM SINGLE HUNG
 WINDOWS
 2)- MISSING THE REPORT FOR THE MULLION,
 DRAWING # M99-03
 3)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 1606.4.1/1707.4.1 CITY STANDARD FOR
 FOR HURRICANE MISSLE IMPACT PROTECTION
 SEE ITEM #15, SITE SPECIFIC CONDITIONS.
 1"X4" MULLION REPORT ISSUED BY P.E.
 K.VENKATESAN, THIS REPORT TO BE SITE
 SPECIFIC, ALSO SHALL REQUIRE ENGINEERS
 SEAL WHICH IT HAS, THE DESIGNER OF RE-
 CORD WHICH IT DOESN'T NOR IS IT SITE
 SPECIFIC!
 4)- ANCHOR LEGEND & DETAILS: SEMCO &
 HUGHES ARE NOT IN BUSINESS ANY MORE,
 CORRECT TO NEW PROVIDER.
 5)- ANCHOR LEGEND, (2) INDICATES THE USE
 OF TWO TAPR216 STRAPS, WHEN USED CLOSER
 THAN 8" A DERATING FACTOR IS TO BE USED.
 6)- ANCHOR LEGEND, (4) INDICATES THE USE
 OF TWO TAPR222 WITH A UPLIFT LOAD OF
 3900 LBS, NOT ONLY WAS THERE NO DERATING
 AN ADDTIONAL 1000 LBS WAS ADDED TO THE
 ALLOWABLE LOADS.
 1 TAPR 222 = @160% =1485 LBS UPLIFT.
 7)- CONTRACTOR TO SUBMIT PLANS TO COUNTY
 FOR IMPACT FEE ASSESSMENT BEFORE PERMIT
 ISSUANCE.
 BUILDING PLAN REVIEW
 JIM WITMER
 (561)659-8096X8412


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