| Date |
Text |
| 2002-12-30 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 02101569 |
| | ADD: 7949 CRANES POINTE WAY |
| | CONT: KINGSPORT DEV |
| | TEL: (954) 275-1047 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) 1707.3.1 JOIST HANGERS, FRAMING |
| | ANCHORS & SIMILAR DEVICES SHALL BE TEST- |
| | ED IN ACCORDANCE W/ ASTM D 1761 & BE |
| | LABELED AND LISTED FOR THEIR LOAD CARRY- |
| | ING CAPACITY. |
| | TRUSS ANCHOR SCHEDULE A8, INDICATES |
| | ANCHOR A-4 AS A USP TA20, THE ANCHOR |
| | SCHEDULE INDICATES THE USE OF (3) STRAPS |
| | USP INDICATES THAT ONLY (2) STRAPS IN |
| | CONCRETE OR IN A MASONRY BEAM CLOSER |
| | THAN 8"C/C REQUIRES A REDUCTION. USP |
| | HAS TAKEN THE REDUCTION. A TA 20 OR |
| | TA20R IS GOOD FOR 1520 LBS FOR A SINGLE |
| | TRUSS MEMBER, FOR A SINGLE MEMBER W/(2) |
| | TA20 IS GOOD FOR 2375. FOR A 2 OR 3 |
| | MEMBER GIRDER & DOUBLE STRAP ON OPPOSITE |
| | SIDES OF THE GIRDER 2750. THESE VALUES |
| | ARE TAKEN FROM THE 2002 USP CATALOG. |
| | REVISIT ALLOWABLE UPLIFT LOADS FOR ANY |
| | UPLIFT LOADS ABOVE 2750!!!!! SAME |
| | COMMENT AS FROM THE FIRST REVIEW. |
| | |
| | 2) AS STATED IN CLOSING STATEMENT REMOVE |
| | ALL OLD PAGES FROM PLAN AND INSERT NEW |
| | PAGES.SUBMIT ONE (1) SET OF OLD PAGES |
| | MARK "OLD" AND FOLD ON TOP OF PLANS! |
| | OTHERWISE PLAN REVIEWERS WILL CALL THE |
| | CONTRACTOR TO PULL PAGES AND PUT PLANS |
| | BACK TOGETHER!!!!!!! |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. A TRANSMITTAL LETTER LISTING THE |
| | ORIGINAL REVIEW COMMENT NUMBER, WITH A |
| | DESCRIPTION OF THE REVISION MADE, IDEN- |
| | TIFYING THE SHEET OR SPECIFICATION PAGE |
| | WHERE THE CHANGES CAN BE FOUND, WILL |
| | HELP TO EXPEDITE YOUR PERMIT. THANK YOU |
| | FOR YOUR ANTICIPATED COOPERATION. |
| | JIM WITMER |
| | PLAN REVIEW |
| | TEL: (561)659-8096 EX.8412 |
| | FAX: (561)659-8026 |
