| Date |
Text |
| 2002-04-09 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT# 02022358 |
| | 2717 SENECA CIRCLE |
| | CONT SHELTER CONST |
| | TEL: 687-3600 |
| | |
| | SBC= 1997 STANDARD BUILDING CODE |
| | SBC*= AMENDMENTS STANDARD BUILDING CODE |
| | |
| | THIS REVIEW WAS COMPLETED USING THE 1997 |
| | STANDARD BUILDING CODE, THE PLANS DO NOT |
| | INDICATE AS TO WHICH CODE THEY ARE DE- |
| | SIGNED TOO? PLANS SUBMITTED BETWEEN JAN |
| | & FEB 2002 MAY BE DESIGNED & SUBMITTED |
| | UNDER EITHER THE 1997 SBC OR 2001 FL |
| | CODE. |
| | |
| | 1) SBC 104.2.2* ADDITIONAL INFORMATION |
| | SUBMIT A SURVEY LESS THAN A YEAR OLD. |
| | 2) SBC 1804.2.7.2(3) MISSING SOILS |
| | REPORT AND THE MINIMUM SAFE BEARING |
| | VALUE. |
| | 3) SBC 1606, MISSING THE DESIGN PARAM- |
| | ETERS & ASSUMPTIONS,ALSO MISSING INFO |
| | WIND PRESSURE ON ALL OPENINGS BOTH |
| | POSSITIVE AND NEGATIVE PRESSURES IN- |
| | CLUDING END ZONES! |
| | 4) PRODUCT APPROVALS: |
| | GARAGE DOOR, OVERHEAD, WHICH MODEL # |
| | DOOR SHALL BE USED FOR 9' & 16' OPENINGS |
| | GARAGE SWING DOOR, EXTERIOR MISSING |
| | REPORT. MISING REPORT ON GLASS BLOCK, |
| | ALSO WHAT WALL THICKNESS IS THE GLASS |
| | BLOCK GOING TO BE? |
| | 5) SBC 2808 BARBECUES-FACTORY BUILT, |
| | SHALL BE AN APPROVED TYPE AND SHALL BE |
| | INSTALLED IN ACCORDANCE WITH THE MANU- |
| | FACTURES INSTRUCTION. |
| | 6) TRUSS CONNECTION VALUES FOR SIMPSON |
| | & USP DO NOT CORRESPOND WITH THE CURRENT |
| | 2001 CATALOGS. THE ULT. AVERAGE UPLIFT |
| | SHALL NOT BE USED AS THIS IS THE AVERAGE |
| | OF RATE FOR FAILURE. THE 160% UPIFT FOR |
| | YELLOW PINE SHALL BE USED. |
| | SIMPON HUM412/ HUCM 412 NOT IN CATOLOG? |
| | SIMPON HGT-2 18,665 CATALOG @160% 10980 |
| | USP HC-10 1472/1543 CAT 1325/1542 |
| | USP SHA-6 10,560 CATALOG 2 PLY 3745 |
| | CATALOG 3 PLY 5615 |
| | SHA-6T CATALOG 7550 |
| | 7) MISSING GRAVITY LOADS ON GIRDERS |
| | 8) SHEET A-8 2 STORY DETAIL QUESTION, |
| | CONTINEOUS LOAD PATH, THE DETAIL INDI- |
| | CATES THE TIE DOWN OF THE FLOOR TRUSSES |
| | USING A USP STRAP. THE SAME DETAIL INDI- |
| | CATES THE TIE DOWN OF THE BOTTOM OF STUD |
| | TO PLATE AND ANOTHER STRAP ENVERTED TIE- |
| | ING THE PLATE TO RIM JOIST? IS THIS TRUE |
| | LY A 1 1/2 X 24" RIM JOIST? THERE IS NO |
| | TIE FROM THE RIM JOIST TO BOND BEAM! |
| | 9) SHEET A-8 /A-9 DISCREPANCY SHEET A-8 |
| | TYPICAL SECTION INDICATES A (2) COURSE |
| | BOND BEAM VS. SHEET A-9 "NOTE" WHERE CON |
| | CRETE IS OVER CBS WALLS PROVIDE A |
| | 8"X12" FORMED / PORED CONCRETE BEAM W |
| | 4@5'S, MISSING INFORMATION HOOPS OVER |
| | OPENINGS? |
| | 10) SHEET A-9 STAIR DETAIL: SBC 1007.3.1 |
| | 2R+1T=>24" BUT <25". |
| | 11) CONTRACTOR SHALL SUBMIT PLANS TO |
| | PB COUNTY FOR ASSESSMENT FOR IMPACT FEES |
| | BUILDING PLAN REVIW |
| | JIM WITMER |
| | (561)659-8096X8412 |
