| Date |
Text |
| 2001-11-14 00:00:00 | *************BUILDING UNSAT************* |
| | |
| | 1)A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) PROVIDE DOCUMENTATION THAT THERE IS |
| | AN EGRESS EASEMENT THAT WILL PROVIDE AN |
| | UNOBSTRUCTED PATH OF TRAVEL FROM THE |
| | ACCESS DOOR THROUGH THE ADJOINING LOT TO |
| | A PUBLIC AREA. PROVISIONS THAT WILL |
| | PREVENT THE OWNER OF THE ADJACENT |
| | PROPERTY FROM BLOCKING THE ACCESS DOOR |
| | WITH FENCES, SHRUBBERY OR OTHER IS |
| | REQUIRED. THE SITUATION OF THE ACCESS |
| | DOOR PROVIDING DIRECT ACCESS TO A POOL |
| | MUST BE ADDRESSED SHOULD THE OWNER OF |
| | THE ADJACENT PROPERTY EVER WANT TO |
| | INSTALL A PRIVATE POOL ON HIS PROPERTY |
| | MUST ALSO BE ADDRESSED. |
| | |
| | 3) PROVIDE ACCESS TO ATTIC PER 97 SBC |
| | SEC. 2309.6, IF THE CLEAR HEIGHT OF THE |
| | ATTIC IS 24" OR MORE AT THE PEAK. |
| | |
| | 4) THE EXTERIOR WALL SECTION,C ON SHEET |
| | A-3.0 INDICATES THE BOTTOM OF THE FOOTER |
| | AT 12" BELOW FINAL GRADE. THE SOIL |
| | REPORT REQUIRES THE FOUNDATION TO BEAR |
| | 14" BELOW FINAL GRADE. PLEASE CORRECT. |
| | |
| | 5) THE MASONRY OPENING FOR THE GLASS |
| | BLOCK AT THE KITCHEN IS INCORRECTLY |
| | LISTED AS 85 SQ.FT. THE M.O. FOR THE |
| | G.B. IN THE GREAT ROOM IS LISTED AS 42" |
| | X 26", WHICH WOULD BE FOR THREE COURSES |
| | OF FIVE BLOCKS, HOWEVER, THE PLANS |
| | INDICATE THREE COURSES OF FOUR BLOCKS. |
| | PLEASE CORRECT. |
| | |
| | 6) THE PRODUCT APPROVALS SUBMITTED FOR |
| | STORM PANELS ARE INCOMPLETE. ONLY THE |
| | APPROVED DRAWINGS WERE SUBMITTED WITH |
| | THE KEY PLAN AND INSTALLATION SCHEDULE. |
| | |
| | 7) PROVIDE THE MANUFACTURER'S SPECS. FOR |
| | THE 1 HOUR RATED GLASS BLOCK. |
| | |
| | |
| | TRUSSES |
| | UNSAT |
| | |
| | NOTE: SEMCO & HUGHES HAVE BEEN PURCHASED |
| | BY USP. SOME OF THE CONNECTOR CAPACITIES |
| | HAVE BEEN REDUCED AND OTHERS HAVE BEEN |
| | CONTINUED. PLEASE REFER TO THE LATEST |
| | USP CATALOG FOR TRUSS CONNECTOR |
| | INFORMATION. |
| | |
| | 1) THE UPLIFT VALUES PROVIDED IN THE |
| | TRUSS ANCHOR SCHEDULE DO NOT AGREE WITH |
| | THE VALUES LISTED IN THE CATALOG. PLEASE |
| | THE CRITERIA USED TO DETERMINE THE |
| | UPLIFT VALUES FOR THE CONNECTORS WHEN |
| | NUMBER OF FASTENERS DIFFERS FROM THOSE |
| | SPECIFIED BY THE MANUFACTURER. |
| | |
| | 2) NO ANCHORS ARE SPECIFIED FOR JOINT 4 |
| | OF TRUSSES T1. |
| | |
| | 3) THE TRUSS DESIGN CERTIFICATION COVER |
| | SHEET DESIGNATES WINDLOADS IN COMPLIANCE |
| | WITH ASCE 7-95 FOR 150 MPH. SOME OF THE |
| | TRUSS DRAWINGS INDICATE 110 MPH WINDLOAD |
| | AND OTHERS 150 MPH. THE STRUCTURE IS |
| | DESIGNED TO ASCE 7-95 AND 145 MPH. PER |
| | SHEET S1. PLEASE CORRECT. |
| | |
| | 4) THE TRUSS DRAWINGS INDICATE AN UPLIFT |
| | OF 1637# AT JOINT 9 FOR TRUSS T2. THIS |
| | EXCEEDS THE VALUE OF THE TA-15 CONNECTOR |
| | SPECIFIED. THE UPLIFT AT JOINT 1 IS |
| | 2924# WHICH EXCEEDS THE CAPACITY OF THE |
| | TA-14 CONNECTOR SPECIFIED. |
| | UPLIFT VALUES IN YOUR SCHEDULE EXCEED |
| | THOSE LISTED IN CATALOG. |
| | |
| | 5) TRUSS GT3; UPLIFT AT JOINT 1 (2725#) |
| | EXCEEDS THE TA-14 ANCHOR (1450#) AND AT |
| | JOINT 9 ( 2271#) EXCEEDS THE TA-15 |
| | (1450#). |
| | |
| | 6) TRUSS GT7; UPLIFT AT JOINT 24 (3699#) |
| | AND JOINT 13 (3245#) ARE QUESTIONABLE |
| | DUE TO THE CATALOG VALUES OF THE |
| | SPECIFIED ANCHORS AND THE REDUCTIONS IN |
| | CAPACITY DUE TO BEING LOCATED WITHIN |
| | 8 INCHES OF EACH OTHER. THE SAME |
| | COMMENTS ARE APPLICABLE TO TRUSS GT7A. |
| | |
| | 7) TRUSS GT11; UPLIFT AT JOINT 1 EXCEEDS |
| | SPECIFIED ANCHOR. THERE IS NO REDUCTION |
| | GIVEN FOR THE (3) ANCHORS LOCATED WITHIN |
| | 8 INCHES OF EACH OTHER. SEE CATALOG. |
| | |
| | 8) THE TURRET FRAMING PLAN INDICATES A |
| | TA-6 ANCHOR. THIS MARK IS NOT LISTED IN |
| | YOUR TRUSS ANCHOR SCHEDULE. |
| | |
| | 9) PLEASE CLARIFY THE ANCHOR FOR TRUSS |
| | TT1 AT TURRET. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
