| Date |
Text |
| 2002-04-03 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT # 01091425 |
| | 222 GREGORY RD |
| | CONT: MEN AT WORK |
| | TEL: 585-9152 |
| | CEL: 707-6967 |
| | |
| | SBC= 1997 STANDARD BUILDING CODE |
| | |
| | 1) PRODUCT APPROVAL REPORT99-0128.01 |
| | IS FOR OUTSWING ALUMINIUM FRENCH DOORS. |
| | A SINGLE OR PAIR OF DOORS ONLY! PRODUCT |
| | LIMITATIONS 3.1 STATES THAT IT IS FOR |
| | A SINGLE DOOR OR PAIR OF DOORS ONLY, THE |
| | PRODUCT DESCRIPTION ALSO REFLECTS STRICT |
| | COMPLIANCE WITH TECH DRAWINGS # 971. |
| | UNLESS A STRUCTURAL MEMBER IS INTRODUCED |
| | BETWEEN THE PAIR OF DOORS AND SIDE LITES |
| | SEPERATING THE 2 ELEMENTS THIS REPORT |
| | SHALL NOT BE USED FOR THIS APPLICATION. |
| | IF A STRUCTURAL MEMBER IS USED TO SEPERA |
| | TE THE 2 ELEMENTS A REPORT SHALL BE REQU |
| | IRED FOR THE SIDELITE ELEMENTIF IT EX- |
| | CEEDS THE LIMITAATION FOR REPORT# |
| | 99-0218.01 ALREADY SUPPLIED. NOTE SIDE |
| | LIGHT SHALL BE TEMPERED GLASS! |
| | 2) TRUSS ENGINEERING: THE DESIGN CERTI- |
| | FICATION SHEET INDICATES A MEAN ROOF |
| | HEIGTH OF 29'-3", THE TRUSS ENGINEERING |
| | SHEETS INDICATE MULTIPLE HEIGTHS!!!!! |
| | SBC 1606.2.2.1 WIND PRESSURE MIXING OF |
| | COEFFICIENTS & DYNAMIC PRESSURES FROM |
| | DIFFERENT SOURCES SHALL NOT BE PERMITTED |
| | A SINGLE MEAN ROOF HEIGTH IS TO BE USED |
| | FOR THE ENTIRE STRUCTURE, NOT THE |
| | VARIOUS MEAN ROOF HEIGTH OF THE VARIOUS |
| | TRUSSES. TRUSS ENGINEERING TO BE CALCULA |
| | TED WITH THE WORST CASE MEAN ROOF HEIGTH |
| | 3) DISCREPANCY BETWEEN A-4,A-7 & THE |
| | TRUSS ENGINEERING LAYOUT SHEET. CABANA |
| | ROOM, SHEET A-4 & THE TRUSS LAY OUT |
| | SHEET FROM A-1 INDICATE A WALL BELOW THE |
| | TRUSS ALONG THE BACK WALL. A-7 INDICATES |
| | THE USE OF A GIRDER TRUSS. SINCE A-7 IS |
| | DESIGNED FROM THE ARCH HE IS NOT SPECIF- |
| | FYING THE CONNECTION THINKING TRUSS/ |
| | GIRDER CONNECTIION WHICH IS SPECED FROM |
| | THE TRUSS ENG. THE TRUSS ENG LAYOUT |
| | SHEET THIS WALL SHOWS UP AS A WALL, THE |
| | TRUSS ENGINEER NOT SPECIFYING THE CONNEC |
| | TION TRUSS TO BEAM!!! |
| | BOTTOM LINE NO ANCHOR IS DETAILED. |
| | 4) TRUSS ENG CUT SHEETS WG1 THREE MEMBER |
| | GIRDER NEEDS ATTENTION?TRUSS ENG SHEET |
| | INDICATES A UPLIFT VALUE OF 15,167 LBS |
| | AND A REACTION VALUE OF 24,614 / 32"= |
| | 769 LBS / INCH.*****EXCEEDS CRUSHING |
| | VALUES***** |
| | 5) CONTRACTOR TO SUBMIT PLANS TO PALM |
| | BEACH COUNTY FOR IMPACT FEE ASSESSMENT! |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561)659-8096 X 8412 |
