| 2002-04-11 00:00:00 | BUILDING 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 |
