| Date |
Text |
| 2004-12-10 00:00:00 | DENIED |
| | |
| | 1) THE OWNER/AGENT IS REQUIRED TIO SIGN |
| | THE ENERGY CALC. FORMS. THE ENERGY |
| | CALCS. DO NOT SPECIFY THE 2X6 WOOD FRAME |
| | EXTERIOR WALLS WITH R-19 INSULATION. THE |
| | PLANS SPECIFY R-30 CEILING INSULATION |
| | AND THE ENERGY CALCS. LISTS R-19. PLEASE |
| | CORRECT. |
| | |
| | 2) FBC 2504.2.1 REQUIRES EXTERIOR |
| | APPLICATIONS OF PORTLAND CEMENT PLASTER |
| | TO COMPLY WITH ASTM C 926. THIS STANDARD |
| | REQUIRES PLASTER OVER METAL BASE TO BE |
| | 5/8" THICK ON HORIZONTAL APPLICATIONS |
| | AND 7/8" FOR VERTICAL APPLICATIONS. |
| | |
| | 3) MEAN ROOF HEIGHT FOR THE STRUCTURE IS |
| | 38'-5". SUBMIT ENGINEERED CALCULATIONS |
| | FOR THE ROOF SHEATHING FASTENING |
| | REQUIREMENTS. |
| | |
| | 4) PROVIDE CAP DETAILS FOR THE WOOD |
| | COLUMN (WP-1) AND THE STEEL COLUMN |
| | (SC-1). |
| | |
| | 5) SECT.5 ON S7 WHICH SHOWS A 6X6 WD. |
| | POST, HOWEVER, NO ID TAG IS ON THE PLAN |
| | FOR THIS SECTION. PLEASE CLARIFY. |
| | |
| | 6) SUBMIT PRODUCT APPROVALS FOR ASPHALT |
| | ROOF SHINGLES THAT WERE TESTED TO ASTM D |
| | 3161 (MODIFIED TO 110 MPH) OR PA 107 AND |
| | ARE NOT LIMITED TO A 33'MRH. |
| | |
| | 7) THE DOOR SCHEDULE FOR UNIT 2 & 2R |
| | DOES NOT LIST THE 16'WIDE OVERHEAD |
| | GARAGE DOOR OR THEIR REQUIRED DESIGN |
| | PRESSURES. |
| | |
| | 8) THE NOA/EVALUATION REPORT FOR THE |
| | GLASS BLOCK IS MISSING. |
| | |
| | 9) A PRODUCT APPROVAL FOR FIXED GLASS |
| | WINDOWS WAS SUBMITTED AND THERE AREN'T |
| | ANY SPECIFIED ON THE PLANS. PLEASE |
| | CLARIFY. |
| | |
| | 10) THE TRUSS LAYOUTS AND DRAWINGS ARE |
| | REQUIRED TO HAVE THE ORIGINAL WET |
| | SIGNATURE OF THE TRUSS ENGINEER PER FAC |
| | 61G15-23.002. |
| | |
| | NOTE: THE PRODUCT APPROVALS FOR THE |
| | 6-UNIT "B" ELEVATION WERE USED FOR THIS |
| | REVIEW. SUBMIT COMPLETE SETS FOR EACH |
| | MASTER PERMIT. |
| | |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
