| Date |
Text |
| 2002-07-15 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 01050088 |
| | ADD: 500 BAKER DR |
| | CONT: O/B GRAANTLEY RILEY |
| | TEL: (561) 6684-1620 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | ****REVISION**** |
| | DATE : 07/07/02 |
| | 1) PLANS INDICATE THEY ARE @ 140 MPH |
| | UNDER THE 1997 SBC,NO THEY ARE STILL |
| | 110 MPH FOR THE 1997 CODE. |
| | |
| | 2) THERE IS A DISCREPANCY IN THE PLANS: |
| | A) THE CUT SECTION OF THE WALL AND |
| | FLAT ROOF FRAMING MEMBERS 2X8 VS THE |
| | ROOF FRAMING AS 2X10@ 2'-0" O.C. THE |
| | PLANSDO NOT GIVE THE SPECIES OF WOOD, |
| | NOR THE GRADE OF WOOD TO BE USED. |
| | USING RAFTER TABLES FOR 30 LBS LIVE LOAD |
| | & 20 LBS DEAD LOAD, SPANNING 13'-0"@ |
| | 2'-0" O.C.= REQUIRES 2"X10". |
| | |
| | 3) TO MAKE A REVISION ON THE EXT. WALL |
| | FROM 2X6 TO 2X4 THE PLANS STILL SHOW A |
| | 2X6 PT BOTTOM PLATE. |
| | |
| | 4) THIS PLAN REVIEW WAS COMPLETED UNDER |
| | THE PRESCRIPTIVE CODE FOR STANDARD FOR |
| | HURRICANE RESISTANT RESISIDENTIAL CONST |
| | SSTD 10-97, ANCHOR BOLTS TABLE 303.3.2 |
| | REQUIRES ANCHOR BOLTS @ 1'-6" O.C., |
| | FIGUE 303E INDICATES THE MINIMUM EMBED- |
| | MENT IN CONCRETE IS 7" NOT THE OVERALL |
| | LENGTH. |
| | |
| | 5) SINCE THE EXTERIOR WALL IS NOW A |
| | 2X4 THE ENERGY CALCS MUST ALSO RELEECT |
| | THE NEW R-11 INSULATION NOT R-19. |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. A TRANSMITTAL LETTER LISTING THE |
| | ORIGINAL REVIEW COMMENT NUMBER, WITH A |
| | DESCRIPTION OF THE REVISION MADE, IDEN- |
| | TIFYING THE SHEET OR SPECIFICATION PAGE |
| | WHERE THE CHANGES CAN BE FOUND, WILL |
| | HELP TO EXPEDITE YOUR PERMIT. THANK YOU |
| | FOR YOUR ANTICIPATED COOPERATION. |
| | JIM WITMER |
| | PLAN REVIEW |
| | TEL: (561)659-8096 EX.8412 |
| | FAX: (561)659-8026 |
