| Date |
Text |
| 2001-07-19 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT # 01060598 |
| | 295 QUEEN CT. |
| | CONT: BILL FREE & ASSOC. INC. |
| | (561) 624-0149 |
| | |
| | 1)- FL. ENERGY CALCULATIONS INCLUDING |
| | MANUAL "J". |
| | 2)- SHEET A-2 :SECTION#2 FRAMING DETAILS |
| | MISSING CRIPPLE STUDS AT THE END OF HEAD |
| | ER & CONNECTION TOP PLATE / HEADER. |
| | 3)- SHEET A-5 WEST OR LEFT SIDE DETAIL, |
| | MISSING INFOR. ON THE WATERPROOFING FOR |
| | THE BACK PORCH AND FRONT BALCONY. |
| | 4)- SUB SHEATHING NOT TO CODE: SBC 2305. |
| | 2.5 FOLLOWING STANDARDS APA MANUAL PAGE |
| | 33 FIG. 10-13 DEPICTS SHEATHING TO THE |
| | BOTTOM OF THE RIM BOARD WITH THE WOOD |
| | SIDING EXTENDING BELOW THAT. |
| | 5)-SBC 2303.3 REQUIRES A MOISTURE |
| | PROTECTION VAPOR BARRIER. |
| | 6)- SHEET A-2 SEC"A" SHOWS A CLEAR |
| | SPAN OF 21'-9" OF WINDOW OPENINGS WITH |
| | OUT ANY SUPPORT. PLEASE INDICATE THE |
| | LOADING THAT IS IMPOSED UPON THIS BEAM |
| | GRAVITY LOADS, LIVE / DEAD LOADS OVER |
| | THE TRIBUTARY AREA. |
| | 7)- THE SOFFIT FACIA DETAIL SECTION A,B, |
| | & C INDICATE SOFFITS WITH 5/8" PLYWOOD, |
| | PLEASE INDICATE ROOF VENTING. |
| | 8)- DISCREPANCY: FLOOR TRUSS CANTILEVER |
| | AS IN ITEM #4 SUB-SHEATHING IS NOT CON- |
| | TINUED TO THE BOTTOM OF THE FLOOR TRUSS. |
| | 8)- J-BOLT SIZE & SPACING IS NOT INDICA- |
| | TED ON THE PLAN. |
| | 9)- SBC 2304.2 AMEND. CLEARENCE BETWEEN |
| | WOOD SIDING & EARTH TO BE A MINIMUM OF |
| | 6".(A-6) |
| | 10)- SHEET S-2 RAILING DETAIL SBC 1015.3 |
| | A SPHERE 4" CAN NOT PASS BETWEEN THE |
| | BALISTERS. |
| | 11)- PRODUCT APPROVALS: FOR ALL GLAZED |
| | OPENINGS PRODUCT TESTING IS REQUIRED FOR |
| | LARGE MISSLE IMPACT RESISTANCE TESTING, |
| | SBCCI OR DADE COUNTY PRODUCT APPROVAL |
| | REPORTS ARE ACCEPTED.SBC 1606.4 AMEND./ |
| | 1707.4.1 AMEND. |
| | SBC 1606.2.6.2 COMPONENTS& CLADDING: |
| | DOORS & GARAGE DOORS ARE REQUIRED TO |
| | HAVE PRODUCT TESTING ALSO SBCCI OR DADE |
| | COUNTY REPORT. |
| | ROOFING SYSTEMS SBC 1503.2. ROOFING ASS- |
| | EMBLIES ARE TO HAVE PRODUCT TESTING FOR |
| | A 110 MPH WIND ZONE,1705 CLAY OR CEMENT |
| | TILE ARE TO BE TESTED FORTHERE MOMENT OF |
| | OVERTURNING, DAEE OR SBCCI REPORT. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561)659-8096 X 8412 |
