| 2002-03-26 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT # 02021973 |
| | 3101 WADDELL AV |
| | |
| | SBC= 1997 STANDARD BUILDING CODE |
| | |
| | 1)- THIS PROJECT REQUIURES A RESIDENT IN |
| | SPECTOR, 3 SETS OF PLAN REQUIRED FOR |
| | EVERY TOWNHOUSE ISSUED. |
| | |
| | 2)- SBC 1606.2.6.2 COMPONENTS & CLADDING |
| | MISSING THE NORANDEX REPORTS FOR WINDOWS |
| | AND DOORS SITE SPECIFIC, ADDRESS TO BE |
| | ON EACH SIGNED & SEALED COPY. |
| | |
| | 3)-SCREEN ENCLOSURES ARE TO BE A SEPER- |
| | ATE PERMIT WITH ASSOCIATED FEES. |
| | |
| | 4)- SHEET 12/ 15 THE 5050 SH WINDOW IN |
| | THE BREAKFAST AREA IS TO LARGE TABLE 600 |
| | |
| | 5)- SHEET 5,6 & 10 TRUSSES REVIEWED |
| | UNDER 02010168, FG-5 A5 INDICATES A 3 |
| | POINT BEARING GIRDER TRUSS, TTRUSS ENG. |
| | INDICATES A 5 POINT BEARING, MISSING |
| | BEARING POINTS 13,14. |
| | |
| | 6)- SG-1 TRUSS ENG POINT # 5 INDICATES |
| | 2060 LBS. UPLIFT WHERE AS SH A5 NOTE A-3 |
| | INDICATES 1370 OR 1890 LBS SHORT RESTRAI |
| | NT OR UPLIFT VALUE. |
| | |
| | 7)- TRUSS ENG H-4 TRUSS ENG POINT #1 |
| | INDICATES 3203 LBS UPLIFT, POINT 11 INDI |
| | CATES 3174, ARCH A-6 DETAIL 4/10 IS A |
| | WALL SECTION TO A FLOOR GIRDER TRUSS |
| | CONNECTION MISSING INFO FOR THE ROOF |
| | TRUSS 2ND STORY WALL CONNECTION? |
| | |
| | 8)- TRUSS ENG H-5 H-8 & T-1 INDICATE A |
| | 3" BEARING END (BUCKET) ARCH SHEET A6 |
| | INDICATES A (WA-5) NOT IN SCHEDULE? |
| | |
| | 9)- WHERE MULTIPLE STRAPS ARE TO BE USED |
| | IN CMU OR CONCRETE A DERATING SHALL BE |
| | REQUIRED WHEN USED CLOSER THAN 8". |
| | USP SHALL CALCULATE THE AMOUNT OF DERAT- |
| | ING REQUIRED. |
| | |
| | 10)- SHEET A-6 DETAIL 2 INDICATES A |
| | STRAP TO BE WELDED TO A MANUFACTURED |
| | BUCKET. SHALL REQUIRE THE MANUFACTURES |
| | APPROVAL & FIELD WELDING REQUIRES CERTI- |
| | FICATION OF THE WELDER. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561)659-8096 X8412 |
