| Date |
Text |
| 2001-10-17 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT# 01090687 |
| | 212 MARLBOROUGH RD |
| | CONT: VAN BLAKEMAN |
| | PHONE: (561) 655-5863 |
| | |
| | 1)- DESIGN CERTIFICATION SHEET, WHICH |
| | ARE YOU USING SBC 1606 OR ASCE 7-95? |
| | BOTH ARE CHECKED. |
| | |
| | 2)- WINDOWS SITE SPECIFIC : |
| | A)- WINDOWS INDICATE THAT THEY ARE TEST |
| | ED FOR 55 LBS. SBC 1707.4 WINDOWS |
| | ARE TO BE TESTED 1.5 THE DESIGN |
| | PRESSURE, -47.78X1.50= -71.67 NOT |
| | -55 AS INDICATED ON THE REPORT. |
| | B)- MULTIPLE WINDOWS WILL REQUIRE A MULL |
| | ION REPORT ALSO. |
| | |
| | 3)- DOORS SITE SPECIFIC: |
| | ROBERT HUNT FRENCH DOORS DO NOT SHOW |
| | TESTING FOR MORE THAN (2) DOUBLE DOORS, |
| | OR 74" WIDE. THE PLANS IN DICATE AN |
| | OPENING OF 12'-0". THE FLOOR PLAN |
| | ALSO INDICATES THE DOORS AS SLIDERS. |
| | |
| | 4)- SHEET 2/4 DOOR ANCHORING DETAIL: |
| | INDICATES A 1X WHEREAS THE PRODUCT |
| | SITE SPECIFIC REQUIRES A MINIMUM OF |
| | A 2X MEMBER. |
| | |
| | 5)- SHEET 3/4 DETAIL 2ND FLOOR WALL, |
| | ANCHORING OF THE LEDGER WITH A |
| | 1/2" LAG, THE LENGTH? |
| | |
| | 6)-SHEET 3/4 DETAIL 22ND FLOOR FRAMING: |
| | (2) 2X12 BUILT UP BEAM, 10'-0" IN |
| | LENGTH, WHAT TYPE OF ATTACHMENT OF |
| | THE WOOD BEAM TO THE FRAME WALL. |
| | |
| | 7)- SHEET 2/4 REMOVAL OF THE 2ND FLOOR |
| | EXT. BEARING WALL, WHAT WILL BE USED |
| | TO SUPPORT THEEXISTING ROOF LOAD. |
| | |
| | 8)-SBC 1503.4.2 110MPH WIND ZONE, |
| | ROOFING ASSEMBLIES ARE TO BE TESTED |
| | FOR 110 MPH WIND. SHOW PRODUCT TEST- |
| | ING FOR THE FLAT DECK & SLOPED ROOF- |
| | ING, SBCCI OR DADE COUNTY PRODUCT |
| | APPROVAL ACCEPTED. |
| | |
| | 9)- SHEET 3/4 FAMILY ROOM WALL SECTION: |
| | MISSING ROOF DRAIN & OVERFLOW SCUPER |
| | 1517.6.4.3. SCUPPERS SHALL BE NOT |
| | LESS THAN 2" ABOVE THE ROOF AND NOT |
| | MORE THAN 4" ABOVE THE ROOF. |
| | |
| | 10)- TRUSS ENGINEERING : SBC 1606.2.4.2. |
| | 15'/ 21.25'. APPLICABILITY OF COEFFI |
| | CIENT : WHERE MORE THAN ONE LOAD |
| | EXIST THE ENTIRE STRUCTURE SHALL BE |
| | DESIGNED FOR ALL LOAD CASES. |
| | |
| | 11)- COUNTY IMPACT FEES ARE TO BE PAID |
| | BEFORTHE ISSUANCE OF THE PERMIT. |
| | |
| | 12)- STATE RADON FEES ARE TO BE PAID |
| | TO THE CITY BEFOR ISSUANCE OF THE |
| | PERMIT. $6.98. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096 X 8412 |
