| Date |
Text |
| 2001-10-16 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT # 01030953 |
| | 204 MONROE DR |
| | CONT : W L SCHIELE |
| | TEL: 762-0511 |
| | |
| | 1)- SBC 1606.2.6.2 COMPONENTS & CLADDING |
| | ALL GLAZED OPENINGS SHALL REQUIRE A |
| | PRODUCT APPROVAL TESTING REPORT INDICAT- |
| | ING THAT THE PRODUCT HAS MET THE LARGE |
| | MISSLE RESISTANCE TESTING. |
| | IF THEY PRODUCT HASN'T BEEN TESTED THEN |
| | STORM SHUTTERS SHALL BE REQUIRED THAT |
| | HAVE MET THIS CRITERIA. THE CITY ACCEPTS |
| | EITHER SBCCI OR DADE COUNTY PRODUCT |
| | TESTING REPORTS. |
| | A)- MISSING REPORT FOR THE FRENCH DOORS |
| | SINGLE AS WELL AS DOUBLE DOORS. |
| | B)- MISSINGTEST REPORT FOR MULLIONS |
| | C)- STORM SHUTTERS WILL BE REQUIRED, |
| | THE PRODUCT TESTING REPORT IS ONLY |
| | PART OF THE INFORMATION REQUIRED, A |
| | KEY PLAN AND FASTENING SCHEDULE FOR |
| | EACH OPENING, A SAMPLE IS ATTACHED. |
| | D)- A COPY OF CASEMENT WINDOWS IS STILL |
| | INCLUDED IN THE PERMIT PACKAGE, IS |
| | THIS PRODUCT STILL TO BE INSTALLED |
| | INTO THE ADDITION? |
| | |
| | 2)- STATE STATUTE 61 G1.001ARCHITECTS |
| | SHALL IDENITY ALL PLANS, SPECIFICATIONS |
| | OR REPORTS PREPARED OR ISSUED BY HIM & |
| | FILED FOR PUBLIC RECORD. 8 1/2X11 ARE |
| | NOT SEALED, WHITE OUT NOT ACCEPTED, NOR |
| | IS THE CHANGE SIGNED BY THE ARCHITECT. |
| | |
| | 3)-SBC 104.2.2 ADDITIONAL INFORMATION |
| | SHEET A-3,ELEVATIONS DO NOT CORRALATE |
| | WITH THE FLOOR PLAN. WEST/ EAST ELE. |
| | |
| | 4)- SHEET A-5 VS A-6 WALL SECTION HAVE |
| | A DISCREPANCY FOR THE FIRST FLOOR, FLOOR |
| | SYSTEM. IS IT STEM WALL OR MONOLITHIC? |
| | |
| | 5)-SHEET A-3 DETAIL OF FRENCH DOORS & |
| | TRANSOM ABOVE, WHAT TYPE OF SUPPORT IS |
| | BETWEEN THE FRENCH DOORS AND TRANSOM |
| | ABOVE? HOW ARE THE ENDS TIED BACK INTO |
| | THE CBS STRUCTURE? THE LINTEL SCHEDULE |
| | DOES NOT INDICATE IF THERE IS A DOUBLE |
| | LINTEL IN THIS AREA? |
| | |
| | 6)- SH. A-5 INDICATES A DOUBLE 2X12 |
| | HEADER AT THE FIRST FLOOR AND THE SECOND |
| | FLOOR LEVELS, THE ATTACHMENT OF THE ST. |
| | ANGLE AT THE OUTSIDE CORNER INDICATES |
| | A 3X3X8X5/16" STEEL ANGLE, WHAT IS THE |
| | SET BACK FOR THE HOLE ATTACHMENT INTO |
| | THE CMU, EDGE DISTANCE VS DERATING? WHAT |
| | IS TO BE CONSIDERED FOR UPLIFT? |
| | |
| | 7)- SHEET A-6 : |
| | A) SBC 1804.1.3: REQUIRES 12" FOOTING |
| | MIN BELOW GRADE. |
| | B)- SIZING OF LEDGER NOT GIVEN, WOOD |
| | AGAINST MASONRY / PRESSURE TREATED |
| | C)- ROOF FRAMING DETAIL: DOESN'T INDI- |
| | CATE THE LEDGER SIZE? ANCHORS OR |
| | SPACING? |
| | D)- ROOF SHEATHING THICKNESS? |
| | E)- SBC 2305.1.4.1. FIRE STOPPING AT |
| | FLOOR/ CEILING LEVELS. |
| | |
| | 8)- SBC 2405.2 SAFETY GLASS REQUIRED, |
| | AT THE SHOWEWR ENCLOSURE. |
| | |
| | 9)- SBC 2309.6 ATTIC ACCESS |
| | SBC 2309.7 ATTIC VENTILATION |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096 X 8412 |
| | |
| | WHEN PLANS ARE READY TO PERMIT THE CON- |
| | TRACTOR IS TO TAAKE THE PLANS TO THE |
| | COUNTY BUILDING DEPARTMENT FOR IMPACT |
| | FEES. AT THIS TIME RADON FEES ARE PAID |
| | TO THE CITY. |
