| Date |
Text |
| 2003-08-14 00:00:00 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | ROBERT BROWN(561) 805 6716 |
| | E-MAIL: [email protected] |
| | |
| | FBC = FLORIDA BUILDING CODE 2001 |
| | FBC*= FLORIDA BUILD'G CODE (CITY AMEND) |
| | |
| | 1) THE NOTICE OF COMMENCEMENT SHALL BE |
| | RECORDED AT PALM BEACH COUNTY COURTHOUSE |
| | AND A COPY SUBMITTED TO THIS OFFICE |
| | BEFORE A PERMIT CAN BE ISSUED.BLANK |
| | FORMS ARE AVAILABLE FROM THIS OFFICE. |
| | |
| | 2) IMPACT FEES. THE PLANS SHALL BE TAKEN |
| | TO PALM BEACH COUNTY BUILDING DEPARTMENT |
| | FOR IMPACT FEE ASSESSMENT. THEY SHALL BE |
| | STAMPED AT THAT OFFICE AND A COPY OF THE |
| | PAID RECEIPT SUBMITTED TO THE CITY OF |
| | WEST PALM BEACH DEPT OF CONSTRUCTION |
| | SERVICES BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 3) FBC 3401.7.2.4HURRICANE MISSILE |
| | IMPACT PROTECTION SHUTTERS WILL BE |
| | REQUIRED ON THE NEW WINDOWS IF THE AREA |
| | OF GLASS IN THE NEW WINDOWS EXCEEDS 25% |
| | OF THE TOTAL GLAZED AREA OF THE WHOLE |
| | RESIDENCE.PROVIDE A PRODUCT APPROVAL |
| | FOR SHUTTERS FOR THE NEW WINDOWS OR |
| | SUBMIT DETAILS TO VERIFY THAT THE NEW |
| | WINDOW GLASS AREA IS LESS THAN 25% OF |
| | THE GLAZED AREA OF THE WHOLE RESIDENCE. |
| | |
| | 4) FBC 1707.4.2MIAMI-DADE PRODUCT |
| | APPROVAL, ICC-ES EVALUATION REPORT OR |
| | SITE-SPECIFIC ENGINEER'S CERTIFICATION |
| | IS REQUIRED FOR THE PROPOSED WINDOWS. |
| | THE NOTICE OF EVALUATION SUBMITTED FOR |
| | THE AMERICAN CRAFTSMAN SINGLE HUNG |
| | WINDOW IS NOT SUFFICIENT.BLANK COPIES |
| | OF THE PRODUCT APPROVAL SUBMITTAL FORM |
| | ARE ATTACHED, FOR USE IF THE SITE- |
| | SPECIFIC ENGINEERING OPTION IS TO BE |
| | PURSUED. |
| | |
| | 5) FBC* 104.2.1THE DRAWING TITLE BLOCK |
| | IS NOT PRINTED CLEARLY.ALL DRAWINGS |
| | SHALL BEAR THE NAME AND SIGNATURE OF THE |
| | PERSON RESPONSIBLE FOR THE DESIGN. |
| | |
| | 6) FBC 1606.1.7WIND LOAD.THE PLANS |
| | SHALL STATE THE BASIC WIND SPEED, WIND |
| | IMPORTANCE FACTOR, WIND EXPOSURE |
| | CATEGORY, INTERNAL PRESSURE COEFFICIENT, |
| | AND EXTERIOR COMPONENT AND CLADDING |
| | DESIGN WIND PRESSURES.ALSO, THE PLANS |
| | SHALL CITE FLORIDA BUILDING CODE 2001 |
| | (WITH REVISIONS AS OF JUNE 2003) AS THE |
| | BASIS OF THE DESIGN. |
| | |
| | 7) FBC 1606.2.2 WALL SECTION - ANCHORING |
| | OF 2X6 BASE PLATE.ANNOTATE THE PLANS |
| | TO STATE WHAT THE PROPOSED RED HEAD |
| | ANCHORS WILL BE BOLTED INTO AT 24" O.C. |
| | |
| | 8) FBC 1606.2.2WALL SECTION.THE |
| | STRAPS SPECIFIED ARE SIMPSON HETAL 16 |
| | (ANNOTATION IS NOT PRINTED CLEARLY ON |
| | THE PLANS).THIS TYPE OF ANCHOR IS |
| | DESIGNED FOR EMBEDMENT IN THE TIE BEAM |
| | AND IS NOT SUITABLE FOR THE PROPOSED |
| | USE.SPECIFY AN ALTERNATIVE ANCHOR |
| | CAPABLE OF RESISTING THE LALETRAL LOADS |
| | DUE TO WIND PRESSURES IN THE WALL. ALSO, |
| | ADD DIMENSIONS TO THE WALL SECTION TO |
| | SHOW THE HEIGHT OF THE EXISTING CMU WALL |
| | AND THE OVERALL WALL HEIGHT. |
| | |
| | 9) FBC 2308.3WOOD FRAMING AROUND DOOR |
| | AND WINDOW OPENINGS.AMEND THE PLANS TO |
| | SHOW THE WOOD FRAMING AROUND THE NEW |
| | WINDOWS AND THE DOOR.THE STRAPS AND |
| | ANCHORS SHALL RESIST THE LATERAL LOADS |
| | DUE TO WIND PRESSURES ON THE WINDOW/DOOR |
| | AND ADJACENT FRAMED WALL. |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO |
| | TELEPHONE: (561) 805 6716ROBERT BROWN |
| | E-MAIL: [email protected] |
