Date |
Text |
2004-04-28 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) |
| |
| FOR CONSISTENCY, THE FOLLOWING COMMENTS |
| ARE NUMBERED AS PER THE BUILDING PLAN |
| REVIEW OF 12/11/03: |
| |
| 3) FBC 13-103ENERGY CODE COMPLIANCE |
| (A) FBC 13-103.1.1.1IT IS NOTED THAT |
| THE MECHANICAL ENGINEER HAS SIGNED |
| SHEET 2 OF THE SUBMITTED ENERGY CODE |
| COMPLIANCE FORMS.THE PROFESSIONALS |
| RESPONSIBLE FOR THE DESIGN OF THE |
| BUILDING SHELL AND THE ELECTRICAL, |
| LIGHTING AND PLUMBING SYSTEMS SHALL EACH |
| SIGN SHEET 2 OF THE ENERGY CODE CODE |
| COMPLIANCE FORM, IN THE SPACE PROVIDED, |
| TO CERTIFY COMPLIANCE. |
| (B) FBC 13-103.1.2BEFORE A BUILDING |
| PERMIT CAN BE ISSUED, THE SUBMITTED |
| ENERGY CODE COMPLIANCE FORMS SHALL BE |
| SIGNED BY THE BUILDING OWNER, THE |
| OWNER'S ARCHITECT OR OTHER AUTHORIZED |
| AGENT LEGALLY DESIGNATED BY THE OWNER. |
| |
| 4) PRODUCT APPROVAL FOR THE PROPOSED |
| SPANISH 'S' TILE AND BUILT-UP ROOFING. |
| THE RESPONSE REFERING TO NOTE 1 ON |
| SHEET G-2 IS NOTED.PRODUCT APPROVALS |
| MUST BE SUBMITTED BEFORE A PERMIT CAN BE |
| ISSUED. |
| NOTE: FL. ADMIN CODE RULE 9B-72 (IN |
| EFFECT SINCE OCTOBER 1, 2003) REQUIRES |
| THAT PRODUCTS HAVE STATEWIDE, LOCAL OR |
| SITE-SPECIFIC PRODUCT APPROVAL.THE |
| SUBMITTAL SHOULD INCLUDE THE STATEWIDE |
| PRODUCT APPROVAL NUMBER (FL###), |
| AVAILABLE FROM THE DEPT OF COMMUNITY |
| AFFAIRS PRODUCT APPROVAL WEBSITE |
| WWW.FLORIDABUILDING.ORG/PR/PR_SRCH.ASP |
| |
| |
| 4) PRODUCT APPROVAL FOR THE PROPOSED |
| WINDOWS, GLASS BLOCK, EXTERIOR DOORS AND |
| SIDELITES, HURRICANE SHUTTERS AND ROLL- |
| UP DOORS.THE RESPONSE REFERING TO |
| NOTE 1 ON SHEET G-2 IS NOTED.PRODUCT |
| APPROVALS MUST BE SUBMITTED BEFORE A |
| PERMIT CAN ISSUED. |
| NOTE: FL. ADMIN CODE RULE 9B-72 (IN |
| EFFECT SINCE OCTOBER 1, 2003) REQUIRES |
| THAT PRODUCTS HAVE STATEWIDE, LOCAL OR |
| SITE-SPECIFIC PRODUCT APPROVAL.THE |
| SUBMITTAL SHOULD INCLUDE THE STATEWIDE |
| PRODUCT APPROVAL NUMBER (FL###), |
| AVAILABLE FROM THE DEPT OF COMMUNITY |
| AFFAIRS PRODUCT APPROVAL WEBSITE |
| WWW.FLORIDABUILDING.ORG/PR/PR_SRCH.ASP |
| |
| 6) SHEET A6.1AMEND THE WINDOW SCHEDULE |
| TO STATE WINDOW TYPE AS FIXED, CASEMENT |
| ETC SO THAT THE APPLICABILITY OF THE |
| PRODUCT APPROVALS (SEE COMMENT #4) CAN |
| BE VERIFIED WHEN THEY ARE SUBMITTED. |
| |
| 13) SHEET S-2, ROOF FRAMING PLAN.THE |
| SPECIFIED ANCHOR TYPE FOR THE MONOSLOPE |
| ROOF IS TYPE J.THE TRUSS TIE DOWN |
| SCHEDULE, ON SHEET S-3, STATES THE |
| REFERENCE AS LUS26, WITH AN UPLIFT |
| CAPACITY OF 1140#.THIS DOES NOT |
| REFLECT THE 930# CAPACITY STATED IN THE |
| 2004 SIMPSON CATALOG.NEITHER CAPACITY |
| IS SUFFICIENT FOR THE EXPECTED UPLIFT ON |
| THE MONOSLOPE ROOF TRUSS.SPECIFY |
| ALTERNATIVE ANCHORS AND CORRECT THE |
| CAPACITY STATED ON THE SCHEDULE. |
| |
| 15) THE REVISIONS MADE SINCE THE LAST |
| REVIEW HAVE NOT BEEN HIGHLIGHTED BY |
| REVISION CLOUDS/MARKERS AND ONE COPY OF |
| THE OLD PLANS WAS NOT SUBMITTED.AS A |
| RESULT THE PLANS HAVE BEEN SUBJECT TO |
| ANOTHER FULL REVIEW, SEE COMMENTS |
| NUMBERED 16 AND UP. |
| NOTE:TO EXPEDITE REVIEW OF A RESUBMITTAL |
| WHICH REQUIRES NEW PLANS IN ORDER TO |
| ADDRESS THE ABOVE COMMENTS, THE OLD |
| SHEETS SHALL BE REMOVED AND THE NEW |
| SHEETS INSERTED.ONE COPY OF EACH OLD |
| SHEET SHOULD BE STAPLED/CLIPPED TO THE |
| REMAINING OLD SHEETS FOR COMPARISON OF |
| REVISIONS WHEN REVIEWING THE RESUBMITTED |
| PLANS. |
| |
| COMMENTS RESULTING FROM SECOND FULL |
| REVIEW OF PLANS PER COMMENT 15: |
| |
| 16) FBC 11-4.8.2RAMP.SHEET A2.1 DOES |
| NOT CLEARLY SHOW THE EXTENT OF THE RAMP |
| FROM THE FOUNTAIN UP TO THE ENTRY TOWER |
| AND THERE IS NO CROSS-SECTION SHOWING |
| THE CHANGE IN LEVEL.AMEND THE PLANS TO |
| PROVIDE THIS INFORMATION AND DEMONSTRATE |
| PROVISION OF THE REQUIRED HANDRAILS AND |
| A COMPLIANT RAMP SLOPE OF 1 IN 12 (OR |
| BETTER). |
| |
| 17) FBC 1608.2.1ALL HANDRAILS SHALL BE |
| DESIGNED AND CONSTRUCTED FOR A |
| CONCENTRATED LOAD OF 200 LB AND A LINE |
| LOAD OF 50 PLF.THESE LOADS SHALL NOT |
| BE APPLIED SIMULTANEOUSLY BUT SHALL BE |
| APPLIED INDIVIDUALLY AT ANY POINT, AND |
| IN ANY DIRECTION, TO PRODUCE MAXIMUM |
| STRESS IN EACH OF THE COMPONENTS OR |
| SUPPORTS.AMEND/ANNOTATE THE PLANS. |
| SEE ALSO FIRE PLAN REVIEW COMMENT. |
| |
| 18) FBC 705.1.3GENERATOR ROOM DOOR. |
| DOOR 147A IS IN A 2-HR FIRE-RATED WALL |
| BUT IS NOT SHOWN AS RATED ON THE DOOR |
| SCHEDULE (SHEET A6.1).AMEND THE DOOR |
| SCHEDULE. |
| |
| 19) BOUNDARY SURVEY SHT FP1977 (1 OF 2). |
| THE PROPOSED BUILDING STRUCTURE |
| TRANSGRESSES LEGAL BOUNDARY LINES |
| BETWEEN THE LOTS WHICH COMBINE TO FORM |
| 'THE SITE'.SUBMIT A COPY OF THE 'UNITY |
| OF TITLE' DOCUMENT SO THAT FBC TABLE 600 |
| BOUNDARY LINE REQUIREMENTS MAY BE DEEMED |
| NOT APPLICABLE. |
| |
| **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| |
| END OF REVIEW COMMENTS |
| THE CODE REFERENCES GIVE ADDITIONAL INFO |
| TELEPHONE: (561) 805 6716ROBERT BROWN |
| E-MAIL: [email protected] |