| Date |
Text |
| 2005-09-19 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1- NEED RECORDED NOTICE OF COMMENCEMENT. |
| | |
| | 2- ENGINEER'S DRAWING AND SURVEY DON'T |
| | MATCH. ENGINEER DRAWING SHOWS A NOTCH |
| | AND SURVEY SHOWS A STRAIGHT ROOF LINE. |
| | CLARIFY/REVISE AS REQUIRED. |
| | |
| | 3- CLARIFY WHY ARE THERE TWO DIFFERENT |
| | CONNECTIONS AT BOTTOM OF POSTS. |
| | |
| | 4- PROVIDE UPLIFT CALCULATIONS FOR POST |
| | RESTING ON 2'X3' FOOTERS. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | |
| | 5- DRAWINGS NEED: |
| | A) POST SPACING. |
| | B) POST CONNECTION AT TOP. |
| | C) DIMENSIONS FOR NOTCHED AREA. |
| | D) BRACING AT NOTCHED AREA END. |
| | E) SPACING OF TRUSSED MEMBERS. |
| | F) SPACING OF STEEL PLATES THAT ARE |
| | ATTACHED TO THE WALL. |
| | G) CORNER STEEL PLATE AT NOTCHED AREA. |
| | H) COMPLETE SPECIFICATIONS FOR COLUMNS. |
| | I) SPECIFY HOW MUCH EMBEDMENT IS REQ'D |
| | FOR THE 3/8" SLEEVE ANCHORS INTO THE |
| | CONCRETE BLOCK WALL. |
| | |
| | 6- CLARIFY WHY SOME TRUSSED MEMBERS ARE |
| | SHOWN WITH VERTICAL WEBS AND SOME ARE |
| | WITH VERTICAL AND DIAGONAL WEBS. |
| | |
| | 7- CLARIFY WHY END MEMBER AT NOTCHED |
| | AREA IS NOT BRACED. |
| | |
| | 8- HOW IS 2ND MEMBER BY NOTCHED AREA |
| | BRACED. |
| | |
| | SECTION 104.2.1.2 CITY AMENDMENTS TO FBC |
| | |
| | |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ AT (561)805-6712. |
