| Date |
Text |
| 2007-10-16 13:30:07 | CONSTRUCTION SERVICES DEPARTMENT |
| | 200 SECOND STREET, 3RD FLOOR, WEST PALM BEACH, |
| | FLORIDA33401 |
| | TEL:561-805-6713FAX: |
| | 561-805-6731 |
| | |
| | JAMES JOHNSTON, PERMIT NO 05091687 |
| | BUILDING PLAN EXAMINERII PROJECT |
| | NAME COURTNEY LAKES, BLDG. 3 |
| | E-MAIL:JJOHNSTON @WPB.ORG ADDRESS |
| | 331 COURTNEY LAKES CIRCLE |
| | DATE OCTOBER 15, 2007 |
| | |
| | BUILDINGPLANREVIEW |
| | FLORIDA BUILDING CODE 2001 |
| | |
| | |
| | FOR YOUR INFORMATION?. |
| | THE PLANS SUBMITTED ARE DRAWN FOR THIS PROJECT?S |
| | BUILDINGS TO BE CONSTRUCTED IN PHASES.PLEASE SEE THE |
| | 2001 CODE RELATED SECTION 104.5.1.104.5.1.1, |
| | 104.5.1.2 -NOTED HEREIN -REFERCENING,?WORK NOT |
| | COMMENCED WITHIN 6 MONTHS AFTER DATE OF PERMIT ISSUANCE |
| | THE PERMIT SHALL BE REVOKED AND A NEW PERMIT SHALL BE |
| | ISSUED.? THE NEW PERMIT SHALL BE ISSUED UNDER THE2004 |
| | BUIDING CODENOT THE 2001, REQUIRING EXISTING PLANS TO |
| | BE REDRAWN IN COMPLIANCE WITH THIS CODE. |
| | |
| | |
| | 104.5 CONDITIONS OF THE PERMIT |
| | 104.5.1 PERMIT INTENT. A PERMIT ISSUED SHALL BE |
| | CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND |
| | NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET |
| | ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR |
| | SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING |
| | OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF |
| | ERRORS IN PLANS, CONSTRUCTION, OR VIOLATIONS OF THIS |
| | CODE. EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS |
| | THE WORK AUTHORIZED BY SUCH PERMIT IS COMMENCED WITHIN |
| | 6 MONTHS AFTER ITS ISSUANCE, OR IF THE WORK AUTHORIZED |
| | BY SUCH PERMIT IS SUSPENDED OR ABANDONED FOR A PERIOD |
| | OF 6 MONTHS AFTER THE TIME THE WORK IS COMMENCED. |
| | |
| | |
| | 104.5.1.1 IF WORK HAS COMMENCED AND THE PERMIT IS |
| | REVOKED, BECOMES NULL AND VOID, OR EXPIRES BECAUSE OF |
| | LACK OF PROGRESS OR ABANDONMENT, A NEW PERMIT COVERING |
| | THE PROPOSED CONSTRUCTION SHALL BE OBTAINED BEFORE |
| | PROCEEDING WITH THE WORK. |
| | |
| | |
| | |
| | 104.5.1.2 IF A NEW PERMIT IS NOT OBTAINED WITHIN 180 |
| | DAYS FROM THE DATE THE INITIAL PERMIT BECAME NULL AND |
| | VOID, THE BUILDING OFFICIAL IS AUTHORIZED TO REQUIRE |
| | THAT ANY WORK WHICH HAS BEEN COMMENCED OR COMPLETED BE |
| | REMOVED FROM THE BUILDING SITE. ALTERNATELY, A NEW |
| | PERMIT MAY BE ISSUED ON APPLICATION, PROVIDING THE WORK |
| | IN PLACE AND REQUIRED TO COMPLETE THE STRUCTURE MEETS |
| | ALL APPLICABLE REGULATIONS IN EFFECT AT THE TIME THE |
| | INITIAL PERMIT BECAME NULL AND VOID AND ANY REGULATIONS |
| | WHICH MAY HAVE BECOME EFFECTIVE BETWEEN THE DATE OF |
| | EXPIRATION AND THE DATE OF ISSUANCE OF THE NEW PERMIT. |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | A 1804.2.2SOIL TEST REPORT |
| | THE REPORT SUBMITTED IN 2003 REFERENCES A CONCLUSION OF |
| | BEARING CAPACITY |
| | FOR A SINGLE STORY STRUCTURE. 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. |
| | COMMENTPLEASE FURNISH A SOIL TEST REPORT APPLICABLE |
| | FOR THE THREE BUILDINGS ?FIVE STORIES EACH TO BE |
| | CONSTRUCTED WITH THE RECOMMENDATIONS FOR PROPER GROUND |
| | PREPARATION TO ACHIEVE THE DESIRED BEARING CAPACITY |
| | FOR EACH BUILDING. |
| | TWO COPIES OF THIS REPORT SHALL BE INCLUDED FOR EACH |
| | SEPARATE BUILDING PROJECT.THE REPORT IS TO ENCOMPASS |
| | THE THREE BUILDINGS, TWO COPIES FOR EACH BUILDING |
| | |
| | A-1 FBC105.11SOIL TREATMENT |
| | COMMENTIDENTIFY THE CHEMICAL SOIL TREATMENT TO BE |
| | USED IN THE SLAB NOTES SHEET APS3.21 |
| | |
| | |
| | |
| | B 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 SHALL REVIEW EACH APPROVAL?S |
| | SPECIFICATION PACKETAND ACKNOWLEDGE SAME ON THE |
| | APPROVAL COVER SHEETBY NAME DATE AND STATEMENT OF |
| | ACCEPTANCE |
| | |
| | |
| | B-1 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 |
| | |
| | |
| | B-2 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 |
| | |
| | B-3 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 |
| | |
| | |
| | B-4 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. |
| | |
| | |
| | B-5 FBC2411.3.1.4 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 |
| | |
| | |
| | C 105.13 THRESHOLD BUILDING |
| | 105.13.2 THE SPECIAL INSPECTOR SHALL INSPECT THE |
| | SHORING AND RE-SHORING |
| | FOR CONFORMANCE TO THE SHORING AND RE-SHORING 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 RE-SHORING PLAN |
| | |
| | |
| | |
| | D SITE PLAN AND ASSOCIATED COMPONENTS REQUIRED3RD |
| | REQUEST(NOT INCLUDED) |
| | |
| | COMMENTPLEASE FURNISH A SEPARATE SITE PLAN FOR |
| | BUILDING NO III. INCLUDE THIS SITE PLANWITHTHE |
| | 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 |
| | PART BANSIA117-1 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, NOTE PARKING SPACES FOR VANS SHALL HAVE |
| | VERTICAL CLEARANCE OF 98? |
| | (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 |
| | |
| | E FBC411.2 AUTOMOBILE PARKING ARAGES |
| | COMMENTPLEASE VERIFY OPEN OR ENCLOSED WITH THE CODE |
| | SECTIONS PROVIDED HEREIN |
| | |
| | 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. |
| | |
| | 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 GARAGES411.3.1 |
| | 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 OF411.3.2, |
| | 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. |
| | |
| | F APA6.40, A6.41,A6.45 |
| | COMMENTPLEASE IDENTIFY WINDOWS, DOORS, OVERHEAD |
| | DOORS ON THE BUILDING ELEVATIONS TO CORRESPOND WITH |
| | THE INFORMATION PROVIDED ONA9.03 |
| | |
| | G TRASH CHUTE ACCESS DOORS |
| | COMMENT PLEASE IDENTIFY THE ACCESS CHUTE DOOR ON THE |
| | DOOR SCHEDULE WITH NOTE E SHEET A8.20 |
| | |
| | H ARCHITECTURAL TRIM1404.1.1ABOVE 3 STORIES OR 40 |
| | FT |
| | COMMENT-A7.02IDENTIFY THE FASTENING HARDWARE TO |
| | BE USED IN SECURING THE FOAM TRIM TO THE BUILDING |
| | EXTERIOR SURFACE |
| | |
| | I SHEET GN-A1.05,GN-A1.06 |
| | COMMENTPLEASE PROVIDE LEGIBLE INFORMATION ON |
| | THESE SHEETS |
| | |
| | J 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 |
| | |
| | K THERE IS A DISCREPANCY IN BETWEEN THE STRUCTURAL AND |
| | ARCHITECTURAL DRAWINGS |
| | SHEETAP-S3.31ATHIS SHEET DETAILS THE ELEVATOR |
| | SHAFT WITH A TRASH CHUTE. THE ELEVATOR LANDINGIS |
| | RAISED 3?-6? OFF THE FINISHED FLOOR. THE ACCESSIBILITY |
| | PATH FROM THE ELEVATOR TO THE EXTERIOR IS BLOCKED |
| | BY A WALL. THERE IS AN ADDITIONAL WALL BLOCKING THE |
| | STAIR DRAWN ON THE PLAN. THE SPACE CONTAINING THE |
| | DUMPSTER HAS A FLOOR ELEVATION OF 3?6? LEADING TO THE |
| | EXTERIOR. THE REQUIRED DIMENSIONS FOR CONSTRUCTION ARE |
| | MISSING IN MANY AREAS. |
| | |
| | SHEET AP-A5.40THIS SHEET DETAILS THE ELEVATOR |
| | LANDING AT THE ELEVATION OFTHE FINISHED FLOOR BUT, |
| | HAS STAIRS DRAWN. THE MATCH LINE DOES NOT MATCH THE |
| | LOCATION DRAWN ON SHEETS3.31A |
| | COMMENTIF THISBUILDING IS BEING SUBMITTED FOR |
| | PERMITTING IN TWO PHASES, ALL INFORMATION MUST BE |
| | INCLUDED WITH A DESCRIPTION OF EACH PHASE. ALL EXIT |
| | ACCESS MUST BE CONSIDERED CHAPTER 11, ADA FAIR HOUSING |
| | ACT.LIFE SAFETY ISSUES MUST BE ADDRESSED. |
| | THIS PLAN SHOULDBE DRAWN BY THE ARCHITECT AND |
| | ENGINEER TO ADDRESS THE PROJECT BEING CONSTRUCTED IN |
| | TWO PHASES WITH ADEQUATE COMMUNICATION REFERENCING |
| | COMPLIANCE OF ALL APPLICABLE CODES |
| | |
| | L WHAT IS THE PURPOSE OF THE HATCHED AREA ON THE ?B? |
| | SECTION FLOOR PLANS BEGINNING WITH SHEET APS3.32A |
| | ???? |
| | |
| | M A SECTION THRU THE BUILDING REFERENCING THE |
| | FOUNDATION, WALLS, BALCONIES, BEAMS, ROOF, PARAPET HAVE |
| | NOT BEEN INCLUDED.SEE SHEET AP.701 BLDG. 2 FOR |
| | INFORMATION REQUIRED. |
