| Date |
Text |
| 2007-09-21 13:07:55 | CONSTRUCTION SERVICES DEPARTMENT |
| | 200 SECOND STREET, 3RD FLOOR, WEST PALM BEACH, |
| | FLORIDA33401 |
| | TEL:561-805-6713FAX: |
| | 561-805-6731 |
| | |
| | JAMES JOHNSTON, PERMIT NO 07080406 |
| | BUILDING PLAN EXAMINERII PROJECT MASONIC LODGE |
| | E-MAIL:JJOHNSTON @WPB.ORG ADDRESS 2027 SPRUCE |
| | AVENUE |
| | CONTRACTOR WPB HOUSING AUTHORITY |
| | DATE SEPTEMBER 19, 2007 |
| | |
| | |
| | STRUCTURALPLANREVIEW |
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| | |
| | FBC 1604.5 IMPORTANCE FACTOR. |
| | 1 THE VALUE FOR WIND LOAD IMPORTANCE FACTOR SHALL BE |
| | DETERMINED IN ACCORDANCE WITH TABLE 1604.5 . |
| | COMMENT -IDENTIFY WIND IMPORTANCE FACTOR SHEET CS100 |
| | |
| | 2 FBC CHAPTER 3IDENTIFY RESIDENTIAL OCCUPANCYR-3 |
| | |
| | COMMENT- IDENTIFY OCCUPANCIES ON CS100R-3 AND A-3 |
| | |
| | 3 FBC1004.1 DESIGN OCCUPANT LOAD. |
| | IN DETERMINING MEANS OF EGRESS REQUIREMENTS, THE NUMBER |
| | OF OCCUPANTS FOR WHOM MEANS OF EGRESS FACILITIES SHALL |
| | BE PROVIDED SHALL BE ESTABLISHED BY THE LARGEST NUMBER |
| | COMPUTED IN ACCORDANCE WITH SECTIONS 1004.1.1 THROUGH |
| | 1004.1.3 . |
| | COMMENT-ASSEMBLY -CHAIRS ONLY 116 OCCUPANTS |
| | |
| | 4 FBC1004.3 POSTING OF OCCUPANT LOAD. |
| | EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL |
| | HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A |
| | CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS |
| | DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNS SHALL BE |
| | OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE |
| | MAINTAINED BY THE OWNER OR AUTHORIZED AGENT. |
| | COMMENT -IDENTIFY SIGNAGE IN AREA OF OCCUPANT LOAD |
| | |
| | 5. 1.3.3 LOCATION OF ROOF INSULATION. |
| | THE ROOF INSULATION SHALL NOT BE INSTALLED ON A |
| | SUSPENDED CEILING WITH REMOVABLE CEILING PANELS. |
| | THIS IS LOCATED IN THE FBC ENERGY REQUIREMENTS.SHEET |
| | A-400DETAIL 1-A 400 SUGGEST THIS AS AN OPTION |
| | |
| | 6. WINDOW SCHEDULE |
| | PLEASE NOTE ON SHEET A-500 WINDOW SCHEDULE THE IMPACT |
| | WINDOW DESIGNATION VS. THE NON-IMPACT DESIGNATION |
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| | PRODUCT APPROVALS |
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| | 7 ROOF SYSTEM PRODUCT APPROVAL |
| | COMMENT -HIGHLIGHT THE COMPONENTS TO BE USED IN THIS |
| | SYSTEM |
| | |
| | 8 HURRICANE SHUTTER PRODUCT APPROVAL |
| | COMMENT -APPROVAL EXPIRED AUGUST 22, 2007 |
| | |
| | 9 WINDOW PRODUCT APPROVAL |
| | PGT INDUSTRIESALUMINUM FIXED WINDOW |
| | COMMENT -APPROVAL WILL EXPIRE OCTOBER 3, 2007 |
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| | |
| | FBCEXISTING CHAPTER 2 ? DEFINITION WORK AREA. |
| | THAT PORTION OR PORTIONS OF A BUILDING CONSISTING OF |
| | ALL RECONFIGURED ELEMENTS, SYSTEMS OR SPACES AS |
| | INDICATED ON THE CONSTRUCTION DOCUMENTS. WORK AREA |
| | EXCLUDES OTHER PORTIONS OF THE BUILDING WHERE |
| | INCIDENTAL WORK ENTAILED BY THE INTENDED WORK MUST BE |
| | PERFORMED AND PORTIONS OF THE BUILDING WHERE WORK NOT |
| | INITIALLY INTENDED BY THE OWNER IS SPECIFICALLY |
| | REQUIRED BY THIS CODE. |
| | |
| | 10 FBCEXISTING605.4.3 DOOR CLOSING. |
| | IN ANY WORK AREA, ALL DOORS OPENING ONTO AN EXIT |
| | PASSAGEWAY AT GRADE OR AN EXIT STAIR SHALL BE |
| | SELF-CLOSING OR AUTOMATICALLY CLOSING BY LISTED CLOSING |
| | DEVICES. |
| | COMMENT ?ND 35,ND 01 |
| | |
| | 11 FBC EXISTING607.3 NEW STRUCTURAL MEMBERS. |
| | NEW STRUCTURAL MEMBERS IN ALTERATIONS, INCLUDING |
| | CONNECTIONS AND ANCHORAGE, SHALL COMPLY WITH THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | COMMENT - THIS INCLUDES ROOF SYSTEM/ELEVATOR SHAFT/ |
| | INTERIOR AND EXTERIOR COMPONENTS |
| | |
| | 12 FBC1604.8.1 GENERAL. |
| | ANCHORAGE OF THE ROOF TO WALLS AND COLUMNS, AND OF |
| | WALLS AND COLUMNS TO FOUNDATIONS, SHALL BE PROVIDED TO |
| | RESIST THE UPLIFT AND SLIDING FORCES THAT RESULT FROM |
| | THE APPLICATION OF THE PRESCRIBED LOADS. |
| | COMMENT - ELEVATOR SHAFT ENCLOSURE |
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| | 13 SHEETS-200? STRUCTURAL NOTES ? |
| | COMMENTS |
| | 7-SIDENTIFY SLEEVE ANCHOR EMBEDMENT INTO CONCRETE |
| | |
| | 10-SIDENTIFY # 4 DOWEL EMBEDMENT INTO CONCRETE. |
| | |
| | SHEET S-100IDENTIFY TIE BEAM ELEVATIONS ON SCHEDULE |
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| | |
| | FBC EXISTING812.5 ACCESSIBILITY. |
| | EXISTING BUILDINGS OR PORTIONS THEREOF THAT UNDERGO A |
| | CHANGE OF GROUP OR OCCUPANCY CLASSIFICATION SHALL |
| | COMPLY WITH CHAPTER 11 OF THE FLORIDA BUILDING CODE, |
| | BUILDING. |
| | |
| | 14 FBC ACCESSIBILITY 11-4.10 ELEVATORS |
| | COMMENTPLEASE PROVIDE NOTE ON PLAN ELEVATOR MUST |
| | COMPLY WITH THIS SECTION |
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| | 15 FBC11-4.10.9 FLOOR PLAN OF ELEVATOR CARS. |
| | THE FLOOR AREA OF ELEVATOR CARS SHALL PROVIDE SPACE FOR |
| | WHEELCHAIR USERS TO ENTER THE CAR, MANEUVER WITHIN |
| | REACH OF CONTROLS, AND EXIT FROM THE CAR. ACCEPTABLE |
| | DOOR OPENING AND INSIDE DIMENSIONS |
| | THE CLEARANCE BETWEEN THE CAR PLATFORM SILL AND THE |
| | EDGE OF ANY HOIST WAY LANDING SHALL BE NO GREATER THAN |
| | 1 1 / 4 INCHES (32 MM). |
| | |
| | 16 ELEVATOR PIT |
| | COMMENTIDENTIFY THE DEPTH OF THE PIT FROM FINISHED |
| | FLOOR AND ALL OTHER REQUIRED MEASUREMENTS |
| | |
| | 17 FBC3006.2 VENTING. |
| | ELEVATOR MACHINE ROOMS THAT CONTAIN SOLID-STATE |
| | EQUIPMENT FOR ELEVATOR OPERATION SHALL BE PROVIDED WITH |
| | AN INDEPENDENT VENTILATION OR AIR-CONDITIONING SYSTEM |
| | TO PROTECT AGAINST THE OVERHEATING OF THE ELECTRICAL |
| | EQUIPMENT. THE SYSTEM SHALL BE CAPABLE OF MAINTAINING |
| | TEMPERATURES WITHIN THE RANGE ESTABLISHED FOR THE |
| | ELEVATOR EQUIPMENT. |
| | COMMENT -WILL THIS SECTION APPLY? |
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| | 18 FBC1807.3.2 WALLS. ELEVATOR SHAFT WALLS |
| | WALLS REQUIRED TO BE WATERPROOFED SHALL BE OF CONCRETE |
| | OR MASONRY AND SHALL BE DESIGNED AND CONSTRUCTED TO |
| | WITHSTAND THE HYDROSTATIC PRESSURES AND OTHER LATERAL |
| | LOADS TO WHICH THE WALLS WILL BE SUBJECTED. |
| | COMMENTTHE WALLS OF THE ELEVATOR PIT ARE SUBJECT TO |
| | GROUND WATER/MOISTURE INTRUSION. PLEASE DEFINE A |
| | WATERPROOFING SYSTEM (NEGATIVE SIDE) OR IF NOT |
| | REQUIRED, A SOIL TEST REPORT ON THE GROUND WATER |
| | CONDITION |
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| | FBCRESIDENTIALENERGY CALCULATIONS13-6 |
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| | PERFORMANCE METHOD ABASE / AS-BUILT |
| | |
| | 19 GLASS TYPES |
| | EAST WALLAREA WITHOUT DEDUCTING FRAME 52.17 S.F. |
| | YOUR CALCULATIONS WITH FRAME DEDUCTION 38.5 S.F. |
| | PLEASE EXPLAINTHIS. |
| | |
| | 20 DOOR TYPES |
| | EXTERIOR DOOR STEEL.YOUR CALCULATIONS BASED ON WOOD. |
| | PLEASE EXPLAIN THIS |
| | |
| | 21 CEILING TYPES |
| | AREA UNDER ATTIC HAS NO INSULATION. THERE IS A |
| | CONDITIONED SECOND FLOOR ABOVE THIS RESIDENCE.YOUR |
| | CALCULATIONS STATE R 19. PLEASE EXPLAIN THIS. |
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| | FBCENERGY CALCULATIONS13-6METHOD A WHOLE |
| | BUILDING PERFORMANCE |
| | |
| | SIGNATURE PAGE 3 |
| | 22 SIGNATURES ARE MISSING FOR THE ARCHITECT AND |
| | ELECTRICAL DESIGNER |
