| Date |
Text |
| 2001-07-02 00:00:00 | |
| | 14)- SHEET A-6.3 SECTION 2-3. THESE |
| | DETAILS DEPICT TUBE STEEL CHANNELS BUT |
| | INFORMATION FOR THESE PERTICULAR DETAILS |
| | DO NOT REFLECT WHAT THE FINISH CEILING |
| | MATERIAL WILL BE NOR DOES THE PLANS IN- |
| | DICATE WHAT TYPE OF MATERIAL IS DIRECTLY |
| | ABOVE THIS SITUATED BETWEEN THE FINISH |
| | CEILING AND THE BATT INSULATION. |
| | |
| | 15)- SHEET A-6.3 SECTION DETAIL #3 INDI- |
| | CATES A HORIZONTAL STEEL BEAM OF TUBE |
| | STEEL WITH SOME TYPE OF MATERIAL BELOW |
| | WHICH IS NOT INDICATED. |
| | |
| | 16)- THIS SAME DETAIL DOES NOT SHOW UP |
| | ON THE STRUCTURAL DRAWINGS NOR DOES THE |
| | STUCTURAL DRAWINGS GIVE US THE CONCRETE |
| | BEAM INFORMATION FOR WALL ON THE UPPER |
| | OR HIGH ROOF PLAN. |
| | |
| | 17)- SBC TABLE 600 TYPE II BUILDING: |
| | ROOFS/ ROOF CEILING ASSEMBLIES (FOOTNOTE |
| | "E") FIRE RETARDANT TREATED WOOD MAY BE |
| | USED TRUSSES, LEDGERS & PLYWOOD. |
| | |
| | 18)- CORRECT PLAYWOOD TO PLYWOOD. |
| | |
| | 19)- SBC 803.3 MINIMUM INTERIOR FINISH |
| | CLASSIFICATION SCHEDULE FOR ALL ROOMS. |
| | |
| | 20)- SBC 1204.2 PUBLIC RESTROOMS, ARE TO |
| | HAVE NONABSORBENT MATERIALS ON THE FLOOR |
| | & WALLS TO A HEIGTH OF 4"-0". |
| | |
| | 21)-S-7 THE SCHEDULES ARE MISSING |
| | VITAL INFORMATION FOTTING SCHEDULE INCOM |
| | PLETE, COLUMN SCHEDULE NOT FILLED IN, |
| | BEAM SCHEDULE INCOMPLETE, DESIGN LOAD |
| | SCHEDULE NOT FILLED IN!!!!!!!!!!!!!!!!! |
| | |
| | 22)- SHEET A.2.1THE ORGAN STAIRS AS |
| | WELL AS THE PIANO STAIRS REQUIRES HAND- |
| | RAILS ON EACH SIDE, SBC 1007.5.2. |
| | |
| | 23)- SHEET A.5.2 DETAIL #2 SANCTUARY |
| | STAIRS DEPICT 4 RISERS AT APPR.7" AND |
| | 1 STAIR AT APPROX. 14", SBC 1007.3.1. |
| | |
| | 24)- A THROUGH PLAN EVIEW CANNOT BE |
| | ACCOMPLISHED AT THIS TIME, THE PLANS |
| | NEED TO BE REVIEWED BY THE DESIGN PROFES |
| | SIONALS TO CORRECT ALL DEFICENCIES THAT |
| | ARE LISTED AND THOUGH THATARE NOT LIST |
| | ED. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | PHONE (561) 659-8096 EX8412 |
| 2001-06-29 00:00:00 | PLAN REVIEW- 01051204 |
| | 310 OKEECHOBEE BLVD |
| | 74-43-43-27-24-000-0010 |
| | STH ARCHITECTURAL GROUP INC. |
| | PH. (561) 832-5599 |
| | FAX (561) 655-4828 |
| | |
| | 1)- FL STATE SATUTE 481 REQUIRES ARCHI- |
| | TECTS TO SIGN & SEAL PLANS FOR PUBLIC RE |
| | CORD. |
| | |
| | 2)- SBC 104.2.2 CITY AMENDMENTS- SURVEY |
| | SIGNED & SEALED, LESS THAN A YEAR OLD. |
| | |
| | 3)- CHAPTER553 FL STATUTE, CHAPTER 468 |
| | & CHAPTER 7 CITY CODE, THIS BUILDING IS |
| | A THRESHOLD BUILDING, A THRESHOLD INSPEC |
| | TOR WILL NEED TO REGISTER WITH ASST |
| | BUILDING OFFICIAL DON NEELY. THE ENFORC- |
| | ING AGENCY SHALL REQIURE A SPECIAL |
| | INSPECTOR TO PREFORM STRUCTURAL INSPEC- |
| | TIONS ON A THRESHOLD BUILDING PURSUANT |
| | TO A STRUCTURAL INSPECTION PLAN PREPARED |
| | BY THE ENGINEER OR ARCHITECT OF RECORD. |
| | THE STRUCTURAL INSPECTION PLAN MUST BE |
| | SUBMITTED TO AND APPROVED BY THE ENFORC- |
| | ING AGENCY PRIOR TO THE ISSUANCE OF A |
| | BUILDING PERMIT FFOR THE CONSTRUCTION OF |
| | A THRESHOLD BUILDING. THE PURPOSE OF |
| | THE STRUCTURAL INSPECTION PLAN IA TO |
| | PROVIDE SPECIFIC INSPECTION PROCEDURES & |
| | SCHEDULES SO THAT THE BUILDING CAN BE |
| | ADEQUATELY INSPECTED FOR THE COMPLIANCE |
| | WITH THE PERMITTED DOCUMENTS. |
| | |
| | 4)- FL ACCESSIBILITY CODE: SS 553.505 |
| | CH. 97-76. THE BUILDING DEPARTMENT RE- |
| | QUEST A LETTER FROM PALM BEACH ATLANTIC |
| | COLLEGE INDICATING THE "USAGE OF THE |
| | CHAPEL". STATE STATUTES INDICATE THAT |
| | BUILDINGS INTENDED FOR THE CONGREGATION |
| | TO GATHER FOR THE PERFORMANCE OF |
| | RELIGIOUS RECEMONIES,ARE EXEMPT FROM |
| | ACCESSIBILITY REQUIREMENTS. |
| | |
| | 5)- CHAPEL SQ.FT. 4362 SQ.FT. @ 7 SQ/PER |
| | OCC.LOAD=624 PRSONS. THRESHOLD BUILDING. |
| | |
| | 6)- CODE CRITERIA: |
| | THE CITY IS REFRENCING THE 1997 STANDARD |
| | BUILDING CODE. |
| | ASCE 7-95 110 MPH |
| | IMPORTANCE FACTOR : 1.15 |
| | |
| | 7)- MISSING THE MINIMUM INTERIOR |
| | FINISH CLASSIFICATIONS TABLE 803.3. |
| | |
| | 8)- MISSING SOILS REPORT SBC 1804.2 AMEN |
| | |
| | 9)- SBC 1606.1 VELOCITY PRESSURES FOR |
| | WINDOWS & DOORS ENCLUDE END ZONES. |
| | |
| | 10)- COMPONENTS & CLADDING |
| | A) WINDOW & DOOR BUCK ATTACHMENT |
| | B) PRODUCT APPROVALS FOR ALL GLAZED |
| | OPENINGS, SBC 1606.4.1/ 1707.4.1 |
| | COUNTY AMENDMENTS/ SEE ATTACHED CITY |
| | POLICY FOR LARGE PROJECTS. LARGE |
| | MISSLE IMPACT RESISTANCE, STANDARDS |
| | FOR WINDBORNE DERIS IMPACT TEST, |
| | SSTD-12-97. |
| | |
| | 11)- SBC 1503.3.2 ROOFING SYSTEMS SHALL |
| | BE DESIGNED TO WITHSTAND THE APPROPRIATE |
| | WINDLOADS PRESCRIBED IN CHAP. 16/ 110MPH |
| | SBCCI REPORTS OR DADDE COUNTY PRODUCT |
| | APPROVAL REPORTS ARE ACCEPTABLE. |
| | |
| | 12)- FIRE DISTRICT: SBC- F 102.2: |
| | ROOF COVERINGS INA FIRE DISTRICT SHALL |
| | CONFORM TO THE REQUIREMENTS OF A CLASS |
| | "A" OR CLASS "B" ROOF. |
| | |
| | 13)- FIRE DISTRICT:F 102.2.11PLASTIC |
| | VENEER NOT PERMITED IN THE FIRE DISTRICT |
| | SBC 103.7 ALTERNATE MATERIALS & METHODS |
| | SHOW COMPLIANCE THROUGH REPORT THAT THE |
| | EXPANDED POLYSTYRENE EXTERIOR MOLDING |
| | WHEN COVERED WITH THE EFIS SYSTEM HAS |
| | THE SAME SMOKE & FLAME SPREAD AS FIRE |
| | RESISTANT TREATED WOOD. |
