| Date |
Text |
| 2002-11-27 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02101569 |
| | ADD: 7949 CRANES POINTE WAY |
| | CONT: KINGSPOINTE DEV |
| | TEL: (954)275-1047 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | NOTE1803.1.3 EXCAVATION FOR ANY PURPOSE |
| | SHALL NOT EXTEND WITHIN 1 FT OF THE |
| | ANGLE OF REPOSE OR NARURAL SLOPE OF THE |
| | SOIL UNDER ANY FOOTING OR FOUNDATION, |
| | UNLESS SUCH FOOTING OR FOUNDATION IS |
| | FIRST PROPERLY UNDERPINNED OR PROTECTED |
| | AGAINST SETTLEMENT.SEE F-12 THE FOOTING |
| | MAY BE IN DANGER WHEN THE POOL IS DUG, |
| | ANGLE OF REPOSE OR NATURAL SLOPE!!! |
| | |
| | 1)SITE SPECIFIC ENGINEERING (PRODUCT |
| | APPROVAL) REQUIRES THE WET SIGNATURE, |
| | DATE AND EMBOSSED SEAL OF THE ENGINEER |
| | CERTIFYING THE PRODUCT AND SIGNATURE |
| | AND SEAL OF THE DESIGN PROFESSIONAL |
| | OF RECORD. |
| | A COPY OF THE CITY MISSLE IMPACT |
| | STANDARD IS INCLUDED IN THIS REVIEW IN |
| | REGARDS TO SITE SPECIFIC ENGINEERING AND |
| | THE REQUIURED FORMS, SIGNED & SEALED. |
| | |
| | 2) 1707.3.1 JOIST HANGERS, FRAMING |
| | ANCHORS & SIMILAR DEVICES SHALL BE TEST- |
| | ED IN ACCORDANCE W/ ASTM D 1761 & BE |
| | LABELED AND LISTED FOR THEIR LOAD CARRY- |
| | ING CAPACITY. |
| | TRUSS ANCHOR SCHEDULE FOR CONCRETE: |
| | REFERS TO TAPL-16 ASA A USP ANCHOR, THIS |
| | IS A SEMCO CATOLOG NUMBER AND ASSOCI- |
| | ATED UPLIFT VALUE (1915) FOR A SINGLE |
| | STRAP. USP - TA16R IS GOOD FOR 1520 ON A |
| | SINGLE MEMBER TRUSS. 2375 UPLIFT FOR A |
| | DOUBLE ANCHOR ON A SINGLE TRUSS &FOR |
| | A 2 OR 3 PLY MEMBER 2750 ALLOWABLE NOT |
| | 3830. REVISIT ALLOWABLE UPLIFT LOADS FOR |
| | UNITS (A-4). |
| | |
| | 3)2305.2.2 FLOOR/CEILING ASSEMBLIES |
| | SINGLE FAMILY DWELLINGS. IN FLOOR/CEIL/ |
| | ING ASSEMBLIES SEPERATING USEABLE SPACE |
| | INTO 2 OR MORE APPROXIMATE AREAS WITH NO |
| | AREA GREATER THAN 500 SQ FT. DRAFTSTOP- |
| | PING SHALL BE PROVIDED PARALLEL TO THE |
| | MAIN FRAMING MEMBERS. |
| | |
| | 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 |
