| Date |
Text |
| 2001-04-03 00:00:00 | BUILDING PLAN REVIEW |
| | PERMMIT# 01030589 |
| | 1041 OLD OKEECHOBEE ROAD |
| | ROY D. DUNWORTH CONT |
| | (561) 485-5210 |
| | |
| | 1)- PLOT PLAN DEPECTS THE PROPOSED BUILD |
| | ING SITUATED ON THE NORTH & WEST PROPER- |
| | TY LINES.THE FOOTING NOR THE DOOR SHOWN |
| | ON THE WEST ELEVATION CAN ENCROACH OVER |
| | THE PROPERTY LINE. |
| | |
| | 2)_ENERGY CALCULATIONS REQUIRED, FL. |
| | ENERGY CODE 400.1. |
| | |
| | 3)- STRUCTURAL NOTES S-1 ASSUMED SOIL |
| | BEARING VALUE OF 2000PSF SOILS REPORT |
| | REQUIRES 2500 PSF. |
| | |
| | 4)- SHEET A-2 SEC. 4: |
| | A)- SHUTTER DETAIL NOTE "SEE ROLL- |
| | ADEN PRODUCT APPROVAL DWGS" FOR |
| | DIMENSIONS & INSTALLATION DETAIL |
| | THE UPPER BUCK ATTACHES TO WHAT? |
| | WAS THE WINDOW AND SHUTTER TEST- |
| | ED THIS WAY? |
| | B)- STEEL STAIRS: RISE & RUN, SHOP |
| | DRAWINGS REQUIRED, SHOW ATTACH- |
| | MENT TO LANDING, COLUMNS AND |
| | FLOOR. |
| | C)- SBC 104.2.2: ADD INFO, SHOW DE- |
| | TAIL FOR DROPPED BEAM UNDER |
| | STAIR STRINGER? |
| | D)- LINTEL SCHEDULE LIST OPENINGS |
| | FOR THE FIRST FLOOR BUT NOT THE |
| | WINDOWS OVER THE MEZANINE NOR |
| | THE CIRCULAR WINDOW. |
| | |
| | 5)- SBC 1606.2.6.2 COMPONENTS & CLADDING |
| | A)- SBC 1707.4 ALL GLAZED OPENINGS |
| | REQUIRE TESTING FORWIND PRESSURE |
| | A 10 SEC. LOAD EQUAL TO 1.5 |
| | TIMES THE DESIGN LOADS. |
| | B)- SBC GLAZED OPENINGS REQUIRE |
| | LARGE MISSLE IMPACT TESTING OR |
| | SHUTTERS THAT HAVE PRODUCT AP- |
| | PROVAL, DADE COUNTY OR SBCCI RE- |
| | PORTS ARE ACCEPTABLE.CITY POLICY |
| | FOR STORM SHUTTERS REQUIRES A |
| | INSTALLATION PLAN & SCHEDULE. |
| | C)- ALL DOORS ALSO REQUIRE PRODUCT |
| | TESTING SBC 1606.2.6.2 (SWING & |
| | OVERHEAD DOORS). |
| | D)- 1503.3.2/1503.4.1.2: ALL ROOF |
| | ASSEMBLIES REQUIRE PRODUCT TEST- |
| | ING FOR 110 MPH. |
| | |
| | 6)- A-2/ A-3 MEZANINE DECK NEEDS A |
| | ATTACHMENT DETAIL FOR THE FLOOR TRUSSES |
| | ON THE EXTERIOR WALL, TRUSS FLOOR LOAD- |
| | ING AS PER TABLE 1604.1 LIVE LOADS FOR |
| | STORAGE, LIGHT 125 PSF |
| | HEAVY 150 PSF |
| | SBC 413.4.5.2 POSTING STORAGE LOAD SIGNS |
| | TRUSS PLAN LAYOUT FOR MEZANINE AND ROOF. |
| | THE PLANS DON'T INDICATE IF THERE IS TO |
| | BE FLOOR TRUSSES OVER THE KITCHEN AREA, |
| | IF THERE IS , ISTHE NORTH KITCHEN WALL |
| | BEARING? IS A GIRDER REQUIREDALSO? |
| | |
| | 7)- THE METAL FRAME CANOPY WILL REQUIRE |
| | A SEPERATE PERMIT. |
| | |
| | 8)- ROOF TRUSSES: THE GABLE END MISSING |
| | DETAILS, DROPPED GABLE, RAKED BEAM, DE- |
| | TAILS ON THE ATTACHMENT OF THE GABLE |
| | TRUSS TO THE BEAM. |
| | |
| | 9)_ MISSING ACCESS PANEL FOR THE FIRST |
| | FLOOR A/C UNIT. |
| | |
| | 10)- MEZANINE USAGE REQUIRED, IF NOT |
| | USED FOR STORAGE FL. VERTICAL ACCESSI- |
| | BILITY BECOMES A ISSUE. |
| | |
| | 11)- PLANS ARE REQUIRED TO RECEIVE |
| | COUNTY IMPACT FEE STAMPS BEFORE ISSUANCE |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096 EX 8412 |
