| Date |
Text |
| 2007-10-15 16:26:15 | CONSTRUCTION SERVICES DEPARTMENT |
| | 200 SECOND STREET, 3RD FLOOR, WEST PALM BEACH, |
| | FLORIDA33401 |
| | TEL:561-805-6713FAX: |
| | 561-805-6731 |
| | |
| | JAMES JOHNSTON, PERMIT NO 05091686 |
| | BUILDING PLAN EXAMINERII PROJECT |
| | NAME COURTNEY LAKES, BLDG. 2 |
| | E-MAIL:JJOHNSTON @WPB.ORG ADDRESS |
| | 355 COURTNEY LAKES CIRCLE |
| | DATE OCTOBER 10, 2007 |
| | |
| | BUILDINGPLANREVIEW |
| | FLORIDA BUILDING CODE 2001 |
| | |
| | |
| | 1. PRODUCT APPROVALS |
| | COMMENTTHE FLORIDA PRODUCT APPROVAL COVER SHEET |
| | SHALL INCLUDE THE APPROVAL INFORMATION FOR THE PRODUCT |
| | SELECTED.SEE ATTACHED SAMPLE INCLUDED. |
| | THE DESIGNER OF RECORD SHALLREVIEW EACH APPROVAL?S |
| | SPECIFICATION PACKETAND ACKNOWLEDGE SAME ON THE |
| | APPROVAL COVER SHEETBY NAME DATE AND STATEMENT OF |
| | ACCEPTANCE |
| | |
| | WINDOWS / DOORS PRODUCT APPROVALS |
| | WPB ADMINISTRATIVE CODE 106.3 REGULATED BY DCA RULE |
| | 9B-72FLORIDA PRODUCT APPROVAL |
| | SUBMIT TWO COPIES OF EACH APPROVAL WITH FLORIDA PRODUCT |
| | APPROVAL COVER SHEET THE ARCHITECT?S / ENGINEER?S |
| | SIGNATURE AS APPLICABLE, STATING ?TO THE BEST OF THEIR |
| | KNOWLEDGE THE PRODUCT APPROVAL COMPLIES WITH THE PLANS |
| | AND SPECIFICATIONS.SEE:WEB SITE |
| | WWW.FLORIDABUILDING.COM |
| | NOTE: SEE DIVISION FACTOR TO BE USED IN DESIGN PRESSURE |
| | BY LEGACYFPA |
| | COMMENT-FOR YOUR INFORMATION |
| | |
| | SUBMIT PRODUCT APPROVALS WITH FLORIDA PRODUCT APPROVAL |
| | COVER |
| | PAGE FOR THE FOLLOWING |
| | OPERABLE WINDOWS |
| | FIXED GLASS |
| | MULLION TUBES |
| | PANEL WALLS |
| | STORE FRONT GLAZING SYSTEM |
| | ALUMINUM OUT -SWING DOORS |
| | HOLLOW METAL DOORS |
| | TRUSS ANCHORS |
| | ROOFINGCOMPONENTS |
| | SHUTTERS |
| | SKYLIGHTS |
| | OVERHEAD GARAGE DOOR |
| | COMMENT-PLEASE COMPLY |
| | |
| | |
| | 2. 3RD REQUEST ? |
| | COMMENT-FURNISH THE FOLLOWING PRODUCT REPORTS |
| | TRACO OPERABLE WINDOWSNON IMPACT 0? TO 30?,LARGE |
| | MISSLE 30? TO 60? |
| | TRACO FIXED WINDOWS |
| | MULLIONS |
| | EXTERIOR HOLLOW METAL DOORS |
| | EXTERIOR GLAZED DOORS |
| | EXTERIOR LOUVER DOORS |
| | EXTERIOR RAILINGS, ENGINEERING REQUIRED |
| | LOUVERS,NO REPORT SUBMITTED |
| | ROOF ASSEMBLIES, DENSE DECK, ATTACHMENTS, INSULATION, |
| | UNDERLAYMENT,ROOF TILE,ROOF SYSTEM |
| | IDENTIFY EACH COMPONENT TO BE USED |
| | RATIONAL ANALYSIS FOR ZONE 2 AND THREE |
| | EFIS WALL SYSTEM (IF USED) |
| | 5/8? AQUA ROCK SHEATHING |
| | ROLL UP DOOR |
| | WOOD BASE STRUCTURAL PANELSFBC 2315.1.11 |
| | |
| | PROVIDE DESIGN LOADS ON ALL WINDOW , DOOR, COMPONENTS |
| | ON SCHEDULE |
| | 2405.3.2.1 THE DESIGN LOADS SHALL BE COMBINED AS |
| | FOLLOWS: |
| | |
| | 1. NEGATIVE WIND LOAD - DEAD LOAD |
| | |
| | 2. POSITIVE WIND LOAD + DEAD LOAD |
| | |
| | 3. DEAD LOAD + 1/2 POSITIVE WIND LOAD |
| | |
| | WIND LOADS SHALL BE DETERMINED FROM 1606. THE DEAD LOAD |
| | FOR THE GLASS IN LB/SQ FT SHALL BE TAKEN AS THE TOTAL |
| | THICKNESS OF THE GLASS PANES AND PLIES IN INCHES X 13. |
| | THIS APPLIES FOR GLASS 30 DEGREES OR LESS FROM |
| | HORIZONTAL. FOR OTHER SLOPES THE GLASS DEAD LOAD IS |
| | EQUAL TO THIS VALUE TIMES THE COSINE OF ITS SLOPE FROM |
| | HORIZONTAL. |
| | |
| | 3 2411.3.1.4 THE ARCHITECT OR PROFESSIONAL ENGINEER OF |
| | RECORD SHALL BE |
| | REQUIRED TO SPECIFY THE DESIGN WIND PRESSURE, |
| | DETERMINED IN ACCORDANCE |
| | WITH CHAPTER 16 (HIGH VELOCITY HURRICANE ZONES), |
| | FOR ALL GARAGE DOORS, |
| | SKYLIGHTS OPERATIVE WINDOWS AND FIXED GLAZING. |
| | THE DESIGN WIND PRESSURE |
| | FOR EACH COMPONENT OF THE EXTERIOR BUILDING |
| | SURFACE, SHALL BE |
| | INCORPORATED INTO THE BUILDING DESIGN DRAWING SO |
| | AS TO ALLOW THE |
| | RESPECTIVE MANUFACTURER TO SIZE THE PREFABRICATED |
| | ASSEMBLY FOR THE |
| | PROPER WIND PRESSURES. |
| | COMMENTPLEASE PROVIDE THIS INFORMATION ON THE |
| | ELEVATIONS |
| | |
| | 4 1804.2.2 QUESTIONABLE SOIL. WHERE THE BEARING |
| | CAPACITY OF THE SOIL IS |
| | NOT DEFINITELY KNOWN OR IS IN QUESTION, THE BUILDING |
| | OFFICIAL MAY REQUIRE |
| | LOAD TESTS OR OTHER ADEQUATE PROOF AS TO THE |
| | PERMISSIBLE SAFE BEARING |
| | CAPACITY AT THAT PARTICULAR LOCATION.TO DETERMINE |
| | THE SAFE BEARING |
| | CAPACITY OF SOIL, IT SHALL BE TESTED AT SUCH |
| | LOCATIONS AND LEVELS AS |
| | CONDITIONS WARRANT, BY LOADING AN AREA NOT LESS THAN |
| | 4 SQ FT (0.37 M{2}) |
| | TO NOT LESS THAN TWICE THE MAXIMUM BEARING CAPACITY |
| | DESIRED FOR USE.SUCH |
| | DOUBLE LOAD SHALL BE SUSTAINED BY THE SOIL FOR A |
| | PERIOD OF NOT LESS THAN |
| | 48 HOURS WITH NO ADDITIONAL SETTLEMENT TAKING PLACE, |
| | IN ORDER THAT SUCH |
| | DESIRED BEARING CAPACITY MAY BE USED.SUBSOIL |
| | CONDITIONS SHALL BE |
| | EXAMINED AT THE EXPENSE OF THE OWNER, WHEN DEEMED |
| | NECESSARY BY THE |
| | BUILDING OFFICIAL. |
| | COMMENT PLEASE FURNISH THE SOIL TEST REPORT |
| | 5 105.13 THRESHOLD BUILDING |
| | 105.13.2 THE SPECIAL INSPECTOR SHALL INSPECT THE |
| | SHORING AND RESHORING |
| | FOR CONFORMANCE TO THE SHORING AND RESHORING PLANS |
| | SUBMITTED TO THE |
| | ENFORCING AGENCY.A FEE SIMPLE TITLE OWNER OF A |
| | BUILDING WHICH DOES NOT |
| | MEET THE MINIMUM SIZE, HEIGHT, OCCUPANCY, OCCUPANCY |
| | CLASSIFICATION OR |
| | NUMBER-OF-STORIES CRITERIA WHICH WOULD RESULT IN |
| | CLASSIFICATION AS A |
| | THRESHOLD BUILDING UNDER ?553.71(7) FLORIDA |
| | STATUTES, MAY DESIGNATE |
| | SUCH BUILDING AS A THRESHOLD BUILDING, SUBJECT TO |
| | MORE THAN THE MINIMUM |
| | NUMBER OF INSPECTIONS REQUIRED BY THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | COMMENTPLEASE FURNISH A SHORING AND RESHORING PLAN |
| | |
| | |
| | |
| | 6 SITE PLAN AND ASSOCIATED COMPONENTS REQUIRED3RD |
| | REQUEST(NOT INCLUDED) |
| | |
| | COMMENTPLEASE FURNISH A SEPARATE SITE PLAN FOR |
| | BUILDING NO II INCLUDED WITHTHE ARCHITECTURAL |
| | DRAWINGS FOR THE FOLLOWING |
| | (A) PARKING SPACES LOCATED OUTSIDE AND UNDERNEATH THE |
| | BUILDING. CURBING, RAMPS, ACCESSIBLE ISLES FOR THE |
| | HANDICAP, SIGNAGE, SIDEWALKS, CURB CUTS, PEDESTRIAN |
| | CROSS WALKS (B) HANDICAP SPACES LOCATED OUTSIDE AND |
| | UNDERNEATH THE BUILDING PERIMETER. IDENTIFY ALL |
| | HANDICAP PARKING SPACES AS DEFINED BY THEAMERICANS |
| | WITH DISABILITIES FLORIDA BUILDING CODE CHAPTER 11 |
| | ANDFAIR HOUSING ACT GUIDELINES |
| | (C) IDENTIFY THE ACCESSIBLE ROUTE AS DEFINED BY |
| | THE AMERICANS WITH DISABILITIES- FLORIDA BUILDING |
| | CODE CHAPTER 11 AND FAIR HOUSING ACT GUIDELINES |
| | (D) IDENTIFY VAN ACCESSIBLE PARKING SPACES UNDER |
| | BUILDING AND EXTERIOR IN COMPLIANCE WITH |
| | THE AMERICANS WITH DISABILITIES FLORIDA BUILDING CODE |
| | CHAPTER 11ANDFAIR HOUSING ACT |
| | GUIDELINES |
| | (E) ONE ACCESSIBLE ROUTE FAIR HOUSING, FROM THE |
| | BOUNDARY SITES PUBLIC TRANSPORTATION STOP TO AN |
| | ACCESSIBLE BUILDING ENTRANCE. CHAPTER 11, PART B ? |
| | ANSI A117.1,502.6 |
| | |
| | |
| | 7 APA6.30, A6.31,A6.35 |
| | COMMENTPLEASE IDENTIFY WINDOWS, DOORS, OVERHEAD |
| | DOORS ON THE BUILDING ELEVATIONS TO CORRESPOND WITH |
| | THE INFORMATION PROVIDED ONA9.03 |
| | |
| | 8 SHEET A-5.50WALL SECTIONS A3, A3A,B,C,D |
| | COMMENTIDENTIFY EACH WALL SECTION ON FLOOR PLANS |
| | |
| | 9 SHEET A5.51 UNIT INFORMATION FOR WALLS DOES NOT MATCH |
| | FLOOR PLAN PROVIDED A5.30, A5.31 |
| | REFERENCING EXTERIOR WALLS. |
| | COMMENTIDENTIFY EACH UNIT?S WALL TAGS SECTION ON |
| | THESE PAGES FOR INFORMATION RELATING TO SHEET GN A1.04 |
| | UNIT B-2END WALL IS TAGGED WF9. FLOOR PLAN SHEET |
| | A5.30 AND A5.31 IDENTIFY THE WALLS AS EXTERIOR |
| | |
| | 10 SHEER AP.701WALL SECTION 2 DOES NOT IDENTIFY THE |
| | LOW WALL STRUCTURAL REFERENCE FOR ANCHORING, CONCRETE |
| | IN FILL OR REINFORCING.SHEET S4.32 SHOWS A DETAIL OF |
| | THIS BALCONY WALL WITHOUT REFERENCE ON THE OTHER |
| | DRAWINGS |
| | |
| | 11 ARCHITECTURAL TRIM1401.1 |
| | COMMENT-A7.02IDENTIFY THE FASTENING HARDWARE TO |
| | BE USED IN SECURING THE FOAM TRIM TO THE BUILDING |
| | EXTERIOR SURFACE |
| | |
| | 12 SHEET GN-A1.05,GN-A1.06 |
| | COMMENTPLEASE PROVIDELEGIBLE INFORMATION ON |
| | THESE SHEETS |
| | |
| | 13 SHEET AP ? S3.05 |
| | COMMENT PLEASE IDENTIFY ADHESIVE ANCHOR SYSTEM AND |
| | RELATED NOMENCLATURE |
| | 14 SHEET GN ? A1.02 AND SHEET AP ? S3.01 |
| | EXPOSURE IS IN CONFLICT WITH THE INFORMATION PROVIDED |
| | |
| | 15 FBC105.11SOIL TREATMENT |
| | COMMENTIDENTIFY THE CHEMICAL SOIL TREATMENT TO |
| | BE USED IN THE SLAB NOTES SHEET APS3.21 |
| | |
| | 16 FBC411.2 AUTOMOBILE PARKING GARAGES |
| | |
| | 411.2.1 AUTOMOBILE PARKING GARAGES SHALL BE CLASSIFIED |
| | AS EITHER OPEN, AS DEFINED IN 411.3, OR ENCLOSED AND |
| | SHALL MEET THE APPROPRIATE CRITERIA OF 411.3 OR 411.4. |
| | COMMENTPLEASE VERIFY OPEN OR ENCLOSED WITH THE CODE |
| | SECTIONS PROVIDED |
| | |
| | FBC411.3ENCLOSED PARKING GARAGES |
| | |
| | FBC 411.4.1 ENCLOSED AUTOMOBILE PARKING GARAGES AND |
| | PORTIONS THEREOF WHICH DO NOT MEET THE DEFINITION OF |
| | OPEN PARKING GARAGES SHALL BE LIMITED TO THE ALLOWABLE |
| | HEIGHTS AND AREAS SPECIFIED IN TABLE 500 FOR GROUP S |
| | BUILDINGS. |
| | |
| | 411.4.2 A MECHANICAL VENTILATION SYSTEM FOR THE |
| | REMOVAL OF THE PRODUCTS OF COMBUSTION SHALL BE |
| | PROVIDED IN ENCLOSED AUTOMOBILE PARKING GARAGES. THE |
| | MECHANICAL SYSTEM SHALL BE CAPABLE OF PROVIDING AT |
| | LEAST 6 AIR CHANGES PER HOUR FOR EACH LEVEL. UNDER |
| | NORMAL USE THE VENTILATION OF THE |
| | ENCLOSED AUTOMOBILE PARKING GARAGE SHALL COMPLY WITH |
| | THE VENTILATION REQUIREMENTS OF 411.5. |
| | 411.2.2 THE CLEAR HEIGHT OF EACH FLOOR LEVEL IN |
| | VEHICLE AND PEDESTRIAN TRAFFIC AREAS SHALL NOT BE LESS |
| | THAN 7? |
| | |
| | FBC 411.3 OPEN PARKING GARAGES |
| | |
| | 411.3.1 OPEN AUTOMOBILE PARKING GARAGES WITH ROOF |
| | PARKING MAY BE CONSTRUCTED TO THE ALLOWABLE HEIGHTS |
| | AND AREAS SPECIFIED IN TABLE 411.3.1. TO BE CONSIDERED |
| | OPEN, THE GARAGE SHALL MEET THE REQUIREMENTS OF |
| | 411.3.2,411.3.3 AND411.3.4. |
| | |
| | 411.3.2 THE EXTERIOR AND INTERIOR WALLS OF THE GARAGE |
| | SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE |
| | FOLLOWING: |
| | |
| | 1. AT LEAST 50 PERCENT OF THE CLEAR HEIGHT BETWEEN |
| | FLOORS SHALL BE OPEN TO THE ATMOSPHERE FOR THE FULL |
| | LENGTH OF AT LEAST TWO EXTERIOR WALLS, EXCLUDING |
| | REQUIRED STAIR AND ELEVATOR WALLS AND STRUCTURAL |
| | COLUMNS. INTERIOR WALL LINES AND COLUMN LINES SHALL BE |
| | AT LEAST 20 PERCENT OPEN AND UNIFORMLY DISTRIBUTED, |
| | OR |
| | |
| | 2. THE EXTERIOR WALLS OF THE STRUCTURE SHALL HAVE |
| | UNIFORMLY DISTRIBUTED OPENINGS ON TWO OR MORE SIDES |
| | TOTALING NO LESS THAN 40 PERCENT OF THE BUILDING |
| | PERIMETER. THE AREA OF SUCH OPENINGS IN THE EXTERIOR |
| | WALLS ON EACH LEVEL SHALL BE AT LEAST 20 PERCENT OF |
| | THE TOTAL PERIMETER WALL AREA OF EACH LEVEL. INTERIOR |
| | WALL LINES AND COLUMN LINES SHALL BE AT LEAST 20 |
| | PERCENT OPEN AND UNIFORMLY DISTRIBUTED. |
| | |
| | 411.3.3 THE DISTANCE FROM ANY POINT ON ANY FLOOR LEVEL |
| | TO AN OPEN EXTERIOR WALL FACING ON A STREET, OR TO |
| | OTHER PERMANENTLY MAINTAINED OPEN SPACE AT LEAST 20 |
| | FT (6096 MM) WIDE EXTENDING FULL WIDTH TO A STREET, |
| | SHALL NOT EXCEED 200 FT (61 M). |
| | |
| | 411.3.4 GARAGES WITHIN 10 FT (3048 MM) OF A COMMON |
| | PROPERTY OR BUILDING LINE SHALL BE PROVIDED WITH AN |
| | ENCLOSURE WALL ALONG THE LINE OF NOT LESS THAN 1-HOUR |
| | FIRE RESISTANCE WITHOUT OPENINGS THEREIN, EXCEPT DOOR |
| | OPENINGS MEETING THE REQUIREMENTS OF705.1.3 SHALL BE |
| | PERMITTED. |
| | |
| | |
| | |
| | |
| | |
| | 17 11-4.10 ELEVATORS |
| | 11-4.10.9 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 SHALL BE AS SHOWN IN |
| | FIGURE 11-22. 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). |
| | COMMENTPROVIDE A FLOOR PLAN OF THE ELEVATOR CAB |
| | UTILIZING THIS SECTION OF THE ADACHAPTER 11 |
