| Date |
Text |
| 2003-05-19 00:00:00 | BUILDING DENIED |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) SUBMIT THE PAID RECEIPT FOR THE |
| | COUNTY IMPACT FEES. |
| | |
| | 3) THE OWNER AND BUILDER LISTED ON THE |
| | ENERGY CALCULATIONS DO NOT MATCH THE |
| | INFORMATION ON THE APPLICATION. |
| | |
| | 4) PROVIDE A SOIL BORING TEST REPORT AS |
| | REQUIRED BY CITY AMEND. TO FBC 1804.2.2. |
| | |
| | 5) SPECIFY THE LENGTH/EMBEDMENT DEPTH OF |
| | THE 1/2" DIAMETER ANCHORS AT THE WOOD |
| | FRAME TO CONCRETE WALL CONNECTION DETAIL |
| | ON A5. SEMCO WAS PURCHASED BY USP LAST |
| | YEAR. UPDATE THE SEMCO CONNECTOR THAT IS |
| | SPECIFIED FOR THE STUD TO PLATE |
| | CONNECTION. |
| | |
| | 6) CLARIFY NOTE 1 UNDER STAIRS ON A4. |
| | HANDRAILS ARE REQUIRED TO BE NOT LESS |
| | THAN 34" OR MORE THAN 38" ABOVE THE |
| | LEADING EDGE OF TREADS PER 1007.5.1. |
| | GUARDRAILS FOR DWELLINGS CAN BE A |
| | MINIMUM OF 36" HIGH PER FBC 1026.5.1. |
| | |
| | 7) REVISE THE STUCCO SOFFIT SPECS. ON |
| | A4. INDICATE THE FASTENER SIZE IN NOTE 3 |
| | NOTES 4 AND 5 ARE THE SAME. INDICATE IN |
| | NOTE 7 THAT 3/8" HIGH RIB METAL LATH IS |
| | REQUIRED TO BE FASTENED AT EVERY RIB |
| | (4"O.C.) PER ASTM C 1063. |
| | |
| | 8) CLARIFY THE CONNECTION AT STEEL |
| | COLUMN DETAIL 4 ON S2. THE PLAN APPEARS |
| | TO INDICATE THAT TWO GIRDERS ARE CARRIED |
| | BY THIS COLUMN. HOWEVER, THE DETAIL ONLY |
| | SHOWS ONE. |
| | |
| | 9) THE BUCKET IN DETAIL C ON S2 IS SHOWN |
| | ON AN ANGLE ON THE ROOF PLAN. THIS IS |
| | NOT INDICATED ON THE DETAIL. |
| | |
| | 10) DETAIL E ON S3 WHICH IS A TRUSS TO |
| | WOOD CONNECTOR IS INCORRECTLY INDICATED |
| | AT THE MASONRY WALL AT THE MASTER |
| | BEDROOM. |
| | |
| | 11) REVISE THE CONNECTOR VALUES TO |
| | REFLECT VALUES THAT DO NOT INCLUDE A |
| | STRESS INCREASE ON THE STEEL CALCS. |
| | SEE FBC 1609.4.3. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
