| Plan Review Notes For Permit 18100150 |
| Permit Number |
18100150 |
|
| Review Stop |
B |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2018-10-10 12:23:00 | RESIDENTIAL (R3) RE-ROOF SECOND BUILDING REVIEW | | | CHECKLIST. | | | CODE: FBC 6TH EDITION (2017) AND CITY AMENDMENTS. | | | | | | ORIGINAL COMMENT: | | | 1- FLAT ROOF: ENGINEER TO REVISE RAS 117 CALCULATIONS | | | SUBMITTED. ENGINEER IS ROUNDING UP THE FASTENER | | | SPACING. ACCORDING TO SEC. 104.5 OF RAS 117 THE | | | FASTENER SPACING SHALL BE ROUNDED DOWN TO THE NEXT | | | WHOLE NUMBER NOT ROUNDED UP. REVISE FASTENER SPACING AS | | | REQUIRED. NOTE: KEEP IN MIND THAT THE MINIMUM FASTENER | | | SEPARATION SHALL NOT BE LESS THAN 4 INCHES O.C.. SEE | | | SEC. 8.1 OF RAS 117. | | | | | | RESPONSE: | | | ENGINEER TO REVISE RAS 117 CALCULATIONS. | | | (1) NEED TO USE THE ACTUAL NET WIDTH OF THE ANCHOR | | | SHEET AS SHOWN ON THE NOA SUBMITTED. IT LOOKS LIKE THE | | | ENGINEER IS USING THE NET WIDTH SHOWN ON THE RAS 117 | | | CALCULATIONS SAMPLE NOT THE ACTUAL WIDTH OF NOA | | | SUBMITTED. | | | (2) ENGINEER SPECIFIES TWO ROWS OF FASTENERS IN A 6" | | | SIDE LAP. TWO ROWS IN A 6" LAP DOESN'T SEEM TO COMPLY | | | WITH THE MIN. 4"0.C. FASTENER SPACING REQUIRED BY SEC. | | | 8.1 OF RAS 117. | | | | | | | | | IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT | | | JULIO GOMEZ | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | DEVELOPMENT SERVICES DEPARTMENT | | | BUILDING DIVISION | | | (561)805-6712 | | | [email protected] | | | |
|
