| Date |
Text |
| 2002-10-24 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02091306 |
| | ADD: 3600 AUSTRALIAN AVE |
| | CONT: HEDRICK BROTHERS |
| | TEL: (561)242-4303 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1)FL S. S. 553.71(7) " THRESHOLD |
| | BUILDING" MEANING ANY BUILDING WHICH IS |
| | GREATER THAN (3) STORIES OR 50 FT IN |
| | HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPAN |
| | CY CLASSIFICATION AS DEINED IN THE |
| | FLORIDA BUILDING CODE WHICH EXCEEDS |
| | 5,000 SQ FT IN AREA AND AN OCCUPANT |
| | CONTENT OF GREATER THAN 500 PERSONS. |
| | 105.13.1 THE ENFORCING AGENCY SHALL |
| | REQUIRE A SPECIAL INSPECTOR TO PERFORM |
| | SRUCTURAL INSPECTIONS ON A THRESHOLD |
| | BUILDING PURSUANT TO A STRUCTURAL INSPEC |
| | TION PLAN PREPARED BY THE ENGINEER OF |
| | RECORD. THE STRUCTURAL INSPECTION PLAN |
| | MUST BE SUBMITTED TO THE ENFORCING AGEN- |
| | CY PRIOR TO THE ISSUANCE OF A BUILDING |
| | PERMIT FOR THE CONSTRUCTION OF A THRESH- |
| | OLD BUILDING. THE PURPOSE OF THE SRUCTUR |
| | AL INSPECTION PLAN IS TO PROVIDE SPECIF- |
| | IC INSPECTION PROCEDURES AND SCHEDULES |
| | SO THAT THE BUILDING CAN BE ADEQUATELY |
| | INSPECTED FOR COMPLIANCE WITH THE |
| | PERMITTED DOCUMENTS. |
| | |
| | 2) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | SUBMIT SOILS REPORT WITH THE MINIMUM |
| | SAFE BEARING CAPACITY. |
| | |
| | 3) THE PLANS DO NOT INDICATE THE USE OF |
| | FIRE SPRINKLERS, FBC 903.7.2.4 REQUIRES |
| | ASSEMBLY OCC WITH AN OCCUPANCY LOAD |
| | GREATER THAN 300 PERSONS TO HAVE FIRE |
| | SPRINKLER PROTECTION. SEE EXCEPTIONS! |
| | |
| | 4) FBC 10.19.10.1.4. ASSEMBLY OCCUPANCY |
| | > 200 PERSONS REQUIRE SEATS TO BE FAST- |
| | ENED TO THE FLOOR. |
| | |
| | 5) 1019.7.2. FBC ASSEMBLY OCCUPANCY,EACH |
| | DOOR IN A MEANS OF EGRESS FROM AN AREA |
| | OF GROUP A OCC. REQUIRES PANIC HARDWARE |
| | OR FIRE EXIT HARDWARE. |
| | |
| | 6) TABLE 803.3 MINIMUM INTERIOR FINISH |
| | CLASSIFICATION; PROVIDE INFORMATION |
| | BASED ON INTERIOR FINISH REQUIREMENTS |
| | BASED ON OCCUPANCY |
| | |
| | 7)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | WILL THE BLDG BE USED FOR ANYTHING OTHER |
| | THAN RELIGIOUS SERVICES? THIS MAY ENACT |
| | OTHER CODE SECTIONS? FL ACCESSIBILITY |
| | |
| | 8)PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| | EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| | TION. |
| | |
| | 9)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. |
| | |
| | 1) GLAZED OPENINGS LOCATED WITHIN 30 FT |
| | OF GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST. |
| | |
| | 10)FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORT, SBCCI OR DADE COUNTY |
| | REPORT ARE ACCEPTED. MISSING REPORTS: |
| | A) WINDOWS, FIXED OR CASEMENT |
| | B) EXTERIOR DOORS |
| | C) MULLIONS |
| | D) ROOF ASSEMBLIES |
| | |
| | 11) 1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 12) 1707.4.4.1 ANCHOR REQUIREMENTS: |
| | WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR |
| | ED IN ACCORDANCE WITH THE PUBLISHED |
| | MANUFACTURER'S RECOMMENDATIONS TO |
| | ACHIEVE THEDESIGN PRESSURE SPECIFIED. |
| | SUBSTITUTE ANCHORING SYSTEM USED FOR |
| | THE SUBSTRATE NOT SPECIFIED BY THE |
| | FENESTRATION MANUFACTURER SHALL PROVIDE |
| | EQUAL OR GREATER ANCHORING AS DEMONSTRA- |
| | TED BY ACCEPTED ENGINEERING PRACTICES. |
| | |
| | 1707.4.4.2 WINDOW BUCKS TO BE A MINIMUM |
| | 1 1/2" OR WINDOWS SHALL BE FASTENED TO |
| | THE STRUCTURAL SUBSTRATE. |
| | |
| | 13) 1707.4.5.1 MULLIONS OCCURRING |
| | BETWEEN INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. |
| | |
| | 14) 1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| | ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| | TO THE ROUGH OPENING SUBTRATE. |
| | |
| | 15) STRUCTURAL PAGES INDICATE FOR ROOF |
| | SHEATHING SEE NOTES ON S-9. NOTE WOOD |
| | 6-E INDICATES TO COMPLY WITH 2322.2 |
| | WHICH IS FOR HIGH WIND REGIONS, DADE & |
| | BROWARD COUNTIES. |
| | SEE PALM BEACH COUNTY AMENDMENTS |
| | TABLE 2306.1 FOR FASTENING SCHEDULE. |
| | SEE "LOCAL CONDITIONS"AND FISCAL IMPACT |
| | FOLLOWING TABLE 2309.3A. |
| | THE NAILING SCHEDULE IS GOOD FOR |
| | HEIGHTS TO 35', ABOVE THIS THE ENGINEER |
| | OF RECORD SHALL INDICATE THE NAILING |
| | SCHEDULE. THE BEAM OF THE BELL TOWER IS |
| | AT 37'-8",ROOF SHEATHING ABOVE. |
| | |
| | 16)1503.4.2 OVERFLOW DRAINS SHALL BE |
| | THE SAME SIZE AS ROOF DRAINS, INSTALLED |
| | WITH THE INLET FLOW LINE LOCATED 2" |
| | ABOVE THE LOWEST POINT OF THE ROOF LINE. |
| | OVERFLOW SCUPPERS SHALL BE A MINIMUM OF |
| | 4"IN HEIGTH AND SHALL BE PLACED IN WALLS |
| | OR PARARETS WITH THE INLET FLOW LINE |
| | NOT LESS THAN 2" ABOVE THE ROOF SURFACE. |
| | |
| | 17) 1503.4.4 PROTECTION AGAINST DECAY & |
| | TERMITES. CONDENSATE LINES & ROOF DOWN |
| | SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| | AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| | TENSIONS, OR SPLASH BLOCKS. |
| | |
| | 18)1511.7 ROOF MOUNTED MECHANICAL UNIT |
| | S SHALL BE MOUNTED ON CURBS RAISED A |
| | MINIMUM OF 8 INCHES ABOVE THE ROOF SUR- |
| | FACE, OR WHERE ROOFING MATERIALS EXTEND |
| | BENEATH THE UNIT, ON RAISED EQUIPMENT |
| | SUPPORTS PROVIDING A MINIMUM CLEARENCE |
| | HEIGTH IN ACCORDANCE WITH TABLE 1511.7. |
| | |
| | 19) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | SHEET A-6.4 VS S-2, BELL TOWER, |
| | SHEET S-2 BELL TOWER DETAIL INDICATES A |
| | BEAM TB-7 @ ELEVATION +20'-0". THE A-6.4 |
| | INDICATES A BEAM @ 29"-0" NOT MENTIONED |
| | IN STRUCTURAL BEAM SCHEDULE. THIS SEC- |
| | TION IS NOT CLEAR 10/S-5, IS THIS INDICA |
| | TING RB-12 AND TRUSSES, IS SECTION SHOW- |
| | ING TRUSSES CANTILEVERED OVER A BEAM @ |
| | ELE. 129'? |
| | STRUCTURAL DETAIL, A CUT SECTION LABEL- |
| | ING ALL BEAMS & COL. WITH ELE. WOULD BE |
| | HELPFUL. |
| | |
| | THE STRUCTURAL DETAIL AND ARCHITECTURAL |
| | DETAILS DO NOT MATCH, A-6.4 INDICATES |
| | CONCRETE BEAM BELL TOWER SUPPORTED BY |
| | 4X8 WOOD BEAM??????????? |
| | |
| | BEFORE A PERMIT TO CONSTRUCT, MAY |
| | BE ISSUED, IMPACT FEES MUST BE PAID TO |
| | PALM BEACH COUNTY. THE ACTUAL PERMIT |
| | SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT |
| | ATTACHED TO THE PERMIT APPLICATION. |
| | PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 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 |
