| Date |
Text |
| 2002-09-06 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02060714 |
| | ADD: 1600 PRESIDENTIAL WAY |
| | CONT: AVS CONST CORP |
| | TEL: (954)961-3848 |
| | ARCH: CLEMENT DIFILLIPPO |
| | TEL: (305)672-6312 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | ******PLAN REVIEW****** |
| | 1) SHEET A-7.1 DOORS, REQUIRED RATINGS |
| | A) ENTRY DOORS TABLE 705.1.2, EXIT |
| | ACCESS CORRIDORS- OPENING PROTECTIVES |
| | SHALL BE 20MIN. & CLOSERS. |
| | |
| | 2) REFUSE CHUTE ROOMS & REFUSE TERMINA- |
| | TION ROOMS OPENING PROTECTIVES SHALL BE |
| | 45 MIN WITH CLOSERS. DEMONSTRATE 45 MIN |
| | WITH LOUVER? |
| | |
| | 3) 1010.3 EXIT PASSAGEWAYS, EXCEPTION, |
| | A MAXIMUM OF 50% OF THE REQUIRED NUMBER |
| | OF EXITS AND 50 % OF THE REQUIRED EXIT |
| | CAPACITY SHALL BE PERMITTED TO DISCHARGE |
| | THROUGH AREAS ON THE LEVEL OF EXIT DIS- |
| | CHARGE PROVIDED ALL THE FOLOWING ARE MET |
| | SEE 1-4. SEE ATTACHMENTS TO 2 STAIR |
| | TOWERS AS HOW THIS COULD BE ACCOMPLISHED |
| | WITH LITTLE ADITIONAL COST. |
| | |
| | 4) DOOR 57 EXIT DOORS OF THE STAIR TOWER |
| | NO INDICATION ASTO HOW TO HANDLE LIMIT- |
| | ING THE PUBLIC ACCESS TO THE ROOF VS |
| | THE FIRE DEPARTMENT IN TIME OF NEED? |
| | |
| | 5) DISSCUSSION OF ROOF TRUSSES, AS WELL |
| | AS SKYBRIDGE. |
| | |
| | TYPE IV UNPROTECTED/ SPRINKLERED BLDG. |
| | TRUSSES TO BE EITHER FIRE RETARDANT |
| | TREATED WOOD OR METAL FRAMED TRUSSES |
| | WITH FIRE RETARDANT TREATED PLYWOOD. |
| | |
| | TYPE V UNPROTECTED/ SPRINKLERED BLDG. |
| | MAY USE WOOD FOR TRUSSES AND ROOFING, |
| | DRAWBACK IS (ASSUMED PROPERTY LINE) |
| | 10'-20' 2HR RATED WALLS WHICH BLOCK WILL |
| | TAKE CARE OF BUT 1 1/2 HR OPENING PROTEC |
| | TIVES!!!!! FOR A1-A2, B1-B2, COURTYARD |
| | OPENINGS!!!!EITHER WILL WORK. THE TYPE |
| | IV ALLOWED FOR NONCOMBUSTIBLE WINDOW |
| | AND DOORS ONLY. |
| | |
| | 6) AS DISCUSSED WITH CAPTAIN CARSILLO |
| | THESE DRAWINGS DO NOT HAVE FIRE SPRINK- |
| | LER DRAWINGS NOR STANDPIPE FOR STAIR- |
| | WELLS. THE ORIGINAL SET DID HAVE THIS |
| | INFORMATION! |
| | |
| | 7)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. |
| | |
| | 8) 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 |
| | B) MULLIONS |
| | C) DOORS ALL SWING ALL TYPES, LOUVERS? |
| | SLIDING DOORS, DOORS W/ SIDELIGHTS |
| | D) ROOFING ASSEMBLIES |
| | |
| | 9)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. |
| | |
| | 10) 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. |
| | |
| | 11)FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | |
| | 12)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. |
| | |
| | 13)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. |
| | |
| | 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 |
