| Date |
Text |
| 2003-01-17 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1-PROVIDE ENERGY CALCULATIONS. |
| | 2-PROVIDE SOIL TEST REPORT. |
| | 3-PROVIDE PAID IMPACT FEES RECEIPT. |
| | 4-PROVIDE NOTICE OF COMMENCEMENT. |
| | 5-REVISE STRUCTURAL DETAIL FOR 2X DOOR |
| | BUCK. SEE SEC. 1707.4.4.2 FBC 2001. |
| | 6-PROVIDE COMPLETE STRUCTURAL DETAIL FOR |
| | WATER HEATER PROTECTION BOLLARD. SEC. |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 7-BLDG SECTION A-A ON SHEET A-3 CALLS |
| | FOR 6"RECESS AT FRONT &BACK PORCHES. |
| | SPECIFY HOW IS THE FOOTING GOING TO BE |
| | 12" BELOW GRADE AS REQUIRED BY SECTION |
| | 1804.1.3 FBC 2001 IF THE FOOTING IS |
| | 16" DEEP. |
| | 8-PROVIDE COMPLETE SPECS FOR GARAGE DOOR |
| | STRUCTURAL BUCK DETAIL. EG: MISSING |
| | SPECS FOR WASHER. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | 9-USP TA20 STRAP SPECIFIED FOR 3(2X4)COL |
| | IS FOR CONCRETE APPLICATION. NEED WOOD |
| | TO WOOD CONNECTOR. REVISE AS REQUIRED. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 10-REVISE ANCHOR SCHEDULE TO MATCH USP |
| | PUBLISHED VALUES ACCORDING TO SIZE AND |
| | NUMBER OF NAILS OR PROVIDE ENGINEERING |
| | CALCULATIONS FOR DIFFERENT VALUES. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | **NOTE: KEEP IN MIND THAT NEED 1 3/4" |
| | EMBEDMENT INTO WOOD TO GET THE FULL |
| | VALUES. SEE FOOTNOTE ON USP CATALOGUE. |
| | 11-SPECIFY SAFETY GLASS WHERE REQUIRED. |
| | SEE PLANS AND SEC. 2405.2 FBC 2001. |
| | 12-SEE COMMENTS BY MECHANICAL REVIEWER. |
| | 13-PROVIDE PRODUCT APPROVAL FOR: |
| | A)FIXED WINDOWS THAT MATCH THE BIG SIZES |
| | SHOWN ON PLANS. |
| | B)STRUCTURAL MULLIONS FOR LONG SIZES AS |
| | SHOWN ON PLANS. |
| | C)ENTRY DOOR W/ SIDELITE SINGLE ASSEMBLY |
| | AS SHOWN ON PLANS & W/ LEGIBLE DWGS. |
| | D)ROOF TILE PRODUCT APPROVAL EXPIRED. |
| | PROVIDE UPDATED ONE. |
| | |
| | 14-STORM SHUTTERS: |
| | A)PROVIDE KEY PLAN & INSTALLATION SCHED. |
| | THAT MATCHES PLANS. EG: SEE PANELS 1,2 |
| | B)CHECK APPROVED DRAWINGS FOR MINIMUM |
| | AND MAXIMUM PANEL SIZE. |
| | C)STORM SHUTTERS COVER PAGE: |
| | **SEE PLANS FOR CORRECT MEAN ROOF HEIGHT |
| | **PRODUCT APPROVAL SUBMITTED IS FROM |
| | SBCCI, NOT DADE COUNTY. |
| | D)CLEARLY MARK ON APPROVED DRAWINGS |
| | THE SPECIFIC MOUNTING CONDITIONS AND |
| | ANCHOR TYPE AND SPACING TO BE USED |
| | ACCORDING TO THE MEAN ROOF HEIGHT, |
| | DESIGN PRESSURES, EDGE DISTANCE, PANEL |
| | SPAN, CONNECTION TYPE AND STRUCTURE TO |
| | BE ATTACHED TO. |
| | E)SEE LIMITATIONS ON PAGE 3 OF 3 OF |
| | PRODUCT APPROVAL FOR ANCHORS TO BE |
| | USED. |
| | **NOTE: IF INFORMATION IS NOT COMPLETE |
| | AT TIME OF RESUBMITTAL CONTRACTOR MAY |
| | APPLY FOR STORM PANELS SEPARATE TO |
| | AVOID DELAYING BUILDING PERMIT. |
