| Date |
Text |
| 2006-02-07 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 05061381 |
| | ADD: 31150 45TH ST |
| | CONT:FRANCHISE PROPERTIES SERVICES |
| | INC |
| | TEL: (316)304-8749 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 2ND REVIEW |
| | ACTION: DENIED |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| | LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| | BER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| | TION PAGE WHERE THE CHANGES CAN BE FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| | YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2) COMMENT 3A)FROM THE PREVIOUS REVIEW, |
| | PLANS DO NOT INDICATE WHICH ARE NEW |
| | OPENINGS & WHICH ARE EXISTING, PROVIDE |
| | ADDITIONAL INFORMATION FOR WINDOWS AND |
| | DOORS. |
| | ARCHITECTURAL ELEVATIONS INDICATE |
| | WINDOWS AND MULLION TO REMAIN BUT THE |
| | STRUCTURAL PLANS S0.1 WIND LOAD NOTES |
| | WINDOWS, DOORS AND MECHANICAL LOUVERS |
| | TO WITHSTAND WIND LOADS AND LARGE MISSLE |
| | IMPACT TESTING.S1 SHOWS DETAIL 9 ON S3.1 |
| | |
| | NEWLY FRAMED WALL WITH STEEL COLUMNS. |
| | THE NEWLY FRAMED WALLS DO NOT SHOW ANY |
| | STRAPPING HOLDING TO THE STEEL COLUMN/ |
| | EXPLAIN HOW STRUCTURAL STATEMENT OF |
| | WINDOWS, DOORS & LOUVER TO MEET THE WIND |
| | LOADS & IMPACT STANDARD WITH THE OLD |
| | GLAZING UNITS? |
| | 1606.2.4 MAIN WIND FORCE RESISTING |
| | SYSTEM (MWFRS). ALL ELEMENTS AND |
| | CONNECTIONS OF THE MWFRS SHALL BE |
| | DESIGNED FOR VERTICAL AND HORIZONTAL |
| | LOADS BASED ON THE COMBINED LEEWARD AND |
| | WINDWARD WALL PRESSURES AND ROOF |
| | PRESSURES DETERMINED FROM TABLE 1606.2A. |
| | PRESSURES SHALL BE APPLIED IN |
| | ACCORDANCE WITH THE LOADING DIAGRAMS |
| | SHOWN IN FIGURE 1606.2A TO THE END |
| | ZONE AND INTERIOR ZONE AS SHOWN IN |
| | FIGURE 1606.2B.THE BUILDING SHALL |
| | BE DESIGNED FOR ALL WIND DIRECTIONS. |
| | FOR BUILDINGS HAVING FLAT ROOFS, A |
| | RIDGE LINE NORMAL TO THE WIND DIRECTION |
| | SHALL BE ASSUMED AT THE MID-LENGTH |
| | DIMENSION OF THE ROOF FOR ALL DIRECTIONS |
| | CONSIDERED.EACH CORNER SHALLBE |
| | CONSIDERED IN TURN AS THE WINDWARD |
| | CORNER. |
| | 1606.1.4(1) IN WIND BORNE DEBRIS |
| | REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| | ASSUMED TO BE OPENINGS UNLESS SUCH |
| | GLAZING IS IMPACT RESISTANT OR PROTECTED |
| | WITH AN IMPACT RESISTANT COVERING MEET- |
| | ING THE REQUIREMENTS OF SSTD 12, ASTM |
| | E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| | GLAZED OPENINGS LOCATED WITHIN 30 FT OF |
| | GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST. |
| | |
| | |
| | |
| | 2) COMMENT3B) FROM THE PREVIOUS REVIEW |
| | PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 3)FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) WINDOWS |
| | B) DOORS |
| | C)SIDING EFIS |
| | D) LOUVERS |
| | E) ROOFING ASSEMBLIES |
| | |
| | 4) PLANS INDICATE REWORK OF ROOF AND NEW |
| | PARAPET AND FLASHING, PROVIDE PRODUCT |
| | TESTING REPORTS FOR ROOFING ASSEMBLIES. |
| | |
| | 5) PLANS DO NOT PROVIDE WHAT MINIMUM |
| | TYPE BUILDING DESIGN THIS PLAN WAS |
| | DESIGNED TO? 601.2.1, 601.2.2. |
| | |
| | 6) PROVIDE A SITE PLAN WITH DIMENSIONS |
| | TO THE PROPERTY LINE, TABLE 600 THERE |
| | MAY BE OPENING ISSUES. |
| | TODAY I WAS IN A MEETING WITH THE |
| | CONTRACTOR WHO IS GOING TO BRING IN A |
| | SURVEY SO TABLE 600 ISSUES MAY BE |
| | ADDRESSED. |
| | |
| | |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| | LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| | BER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| | TION PAGE WHERE THE CHANGES CAN BE FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| | YOU FOR YOUR ANTICIPATED COOPERATION. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
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