Plan Review Notes
Plan Review Notes For Permit 05091684
Permit Number 05091684
Review Stop B
Sequence Number 3
Notes
Date Text
2007-10-19 08:30:06CONSTRUCTION SERVICES DEPARTMENT
 200 SECOND STREET, 3RD FLOOR, WEST PALM BEACH,
 FLORIDA33401
 TEL:561-805-6713FAX:
 561-805-6731
  
 JAMES JOHNSTON, PERMIT NO 05091684
 BUILDING PLAN EXAMINERII PROJECT
 NAME COURTNEY LAKES, BLDG. 1
 E-MAIL:JJOHNSTON @WPB.ORG ADDRESS
 344 COURTNEY LAKES CIRCLE
  DATE OCTOBER 17, 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.
  
 106.1.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE DIMENSIONED AND DRAWN
 UPON SUITABLE MATERIAL. ELECTRONIC MEDIA DOCUMENTS ARE
 PERMITTED TO BE SUBMITTED WHEN APPROVED BY THE BUILDING
 OFFICIAL. CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT
 CLARITY TO INDICATE THE LOCATION, NATURE AND EXTENT OF
 THE WORK PROPOSED AND SHOW IN DETAIL THAT IT WILL
 CONFORM TO THE PROVISIONS OF THIS CODE AND RELEVANT
 LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED
 BY THE BUILDING OFFICIAL (SEE ALSO SECTION 106.3.5 ).
 COMMENT-SHEETSGN A1.05GN A1.06THESE SHEETS ARE
 NOT LEGIBLE.
  
  
  
 A 1804.2.2 SOIL 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 FBC1816.1SOIL 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
 MISSILE 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 FBC2405PROVIDE DESIGN LOADS ON ALL WINDOW ,
 DOOR, COMPONENTS ON SCHEDULE
 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 FBC105.13 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 THEENFORCING 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)
 (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 11AND
 FAIR 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
 COMMENTPLEASE FURNISH A SEPARATE SITE PLAN FOR
 BUILDING NO 1. INCLUDE ALL INFORMATION REQUESTED FOR
 COMPLIANCE.
  
 E 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.
  
  E-1 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?
  
 E-2 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.
 COMMENTPLEASE VERIFY OPEN OR ENCLOSED WITH THE CODE
 SECTIONS PROVIDED HEREIN
  
 F FBC104.3 EXAMINATION OF DOCUMENTS
 104.3.1 PLAN REVIEW. THE BUILDING OFFICIAL SHALL
 EXAMINE OR CAUSE TO BE EXAMINED EACH APPLICATION FOR A
 PERMIT AND THE ACCOMPANYING DOCUMENTS, CONSISTING OF
 DRAWINGS, SPECIFICATIONS, COMPUTATIONS AND ADDITIONAL
 DATA, AND SHALL ASCERTAIN BY SUCH EXAMINATIONS WHETHER
 THE CONSTRUCTION INDICATED AND DESCRIBED IS IN
 ACCORDANCE WITH THE REQUIREMENTS OF THE TECHNICAL CODES
 AND ALL OTHER PERTINENT LAWS OR ORDINANCES.
 COMMENTSHEETAP S3.12PARTIAL 2ND FLOOR PLAN DETAIL
 11-S4.21AT ?SLAB OPEN AREA NO SLAB?
 THIS DETAIL IS FOR THE ELEVATOR AND STAIRWAY, PLEASE
 CLARIFY.
 G FBC106.1.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE DIMENSIONED AND DRAWN
 UPON SUITABLE MATERIAL. ELECTRONIC MEDIA DOCUMENTS ARE
 PERMITTED TO BE SUBMITTED WHEN APPROVED BY THE BUILDING
 OFFICIAL. CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT
 CLARITY TO INDICATE THE LOCATION, NATURE AND EXTENT OF
 THE WORK PROPOSED AND SHOW IN DETAIL THAT IT WILL
 CONFORM TO THE PROVISIONS OF THIS CODE AND RELEVANT
 LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED
 BY THE BUILDING OFFICIAL (SEE ALSO SECTION 106.3.5 ).
 COMMENT-IDENTIFY EXPANSION JOINT MATERIAL.PROVIDE
 MANUFACTURER SPECIFICATIONS
  
 G-1 COMMENT- DEFINE BUILT UP ROOFING ELEVATIONS FOR
 POSITIVE DRAINAGE ON THE FOLLOWING PLAN SHEETS
 AP-A5.05,AP-A5.10,AP-A5.20
  
 G-2 COMMENT- WALL SECTIONS REFER TO SHEET A1.04.
 PLEASE FURNISH THE I.D. SHEET GN-A1.04
  
 G-3 COMMENT- SOME OF THE WALL SECTIONS ON THE
 ARCHITECTURAL FLOOR PLANS DO NOT MATCH THE INTENDED
 UNIT DETAILS BECAUSE, VARIOUS WALLS ARE END WALLS AND
 OTHERS ARE LOCATED NEAR A STAIRWAY. PLEASE IDENTIFY THE
 WALL SECTIONS ON THE ARCHITECTURAL FLOOR PLANS THAT ARE
 APPLICABLE FOR ITS CONDITION.
  
 G-4 COMMENT- CLUBHOUSE OCCUPANCY IS RATED A. PLEASE
 ADD TO SHEET GN-A1.02
  
 H FLORIDA ACCESSIBILITY CODE CHAPTER 11
  COMMENT-MEN?S BATHROOM WALL PARTITIONS ARE
 ENCROACHING INTO TOILET ROOM SEE ADA FIG 28
 WOMEN?S BATHROOMWALL PARTITIONS ARE ENCROACHING INTO
 TOILET ROOM SEE ADA FIG 28
 DETAIL ALL BATHROOM ACCESSORIES, GRAB BARS, TOILET
 PAPER HOLDER, PAPER TOWEL DISPENSER, MIRROR
 PLEASE NOTE THE BATHROOMS ARE NOT CONSIDERED A STALL
  
 H-1 FLORIDA ACCESSIBLE CODE11-4.10 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).
  COMMENTAP-A8.10 PROVIDE A FLOOR PLAN OF THE
 ELEVATOR CAB UTILIZING THIS SECTION OF THE ADA
  
 H-2 FBC1814.1ELEVATOR PIT
  COMMENTAP-A8.10 WHERE REQUIRED. WHERE A
 GROUNDWATER TABLE INVESTIGATION INDICATES THAT
 HYDROSTATIC PRESSURE CONDITIONS EXIST, WALLS AND FLOORS
 RETAINING EARTH AND ENCLOSING SPACES BELOW FINISHED
 GROUND LEVEL SHALL BE WATERPROOFED IN ACCORDANCE WITH
 ?1814.2. WHERE HYDROSTATIC PRESSURE CONDITIONS DO NOT
 EXIST, DAMP PROOFING AND PERIMETER DRAINAGE SHALL BE
 PROVIDED IN ACCORDANCE WITH 1814.3.
  
 I FBC1003.2
  COMMENT-AP-A8.01SECTION 15? PLEASE DETAIL THE
 STAIRWAYS FOR TREAD DEPTH, CHANGES AT LANDINGS AND
 HEADROOM CLEARANCE FROM TREAD TO BEAM ABOVE.
  
 J FBC1606STRUCTURAL LOADS
  COMMENT-SUBMIT ENGINEERING DESIGN FOR THE BALCONY
 RAILINGS IN COMPLIANCE WITH THIS SECTION.
  
 K FBC1404.1.1ARCHITECTURAL TRIMABOVE 3 STORIES OR
 40 FT
  COMMENT-IDENTIFY THE FASTENING HARDWARE TO BE USED
 IN SECURING THE FOAM TRIM TO THE BUILDING EXTERIOR
 SURFACE
  
 L FBC705PROTECTION OF OPENINGS AP-A8.20
  IDENTIFY THE FIRE RATING FOR THE TRASH CHUTE DOORS
  
  
  
 PREVIOUS PLAN REVIEWER?S COMMENTSDATED5/22/07
  
 12B) 3RD REQUEST:
 PLEASE INCORPORATE THE CIVIL DRAWINGS INTO THIS PLAN
 FOR REVIEW, NOT A NOTE REFERENCING CHAPTER 11.
 THE ACCESSIBLE ROUTE MUST BE DESIGN, REVIEWED AND
 CONSTRUCTED BY THE PLAN.
 SEE THIS PLAN REVIEWER?S COMMENT ITEM ?D?
  
 12B1) PLEASE PROVIDE INFORMATION FOR VAN
 ACCESSIBILITY. SEE THIS PLAN REVIEWER?S COMMENT ITEM
 ?D?
  
 12B2) PLEASE PROVIDE A DETAIL OF THE SIGN WITH THE
 HANDICAP SYMBOLS AND COLORS. PROVIDE A DETAIL OF THE
 POLE HEIGHT FROM THE EXTERIOR GRADE TO THE SIGN AS PER
 FA CHAPTER 11
  
 12C) PLEASE PROVIDE A SITE PLAN WITH PARKING UNDERNEATH
 THE BUILDING, CURB CUTS,PEDESTRIAN CROSS WALKS,
 RAMPS, HANDICAP TEXTURE SURFACES ON THE RAMPS, RAMP
 WIDTH, RAMP PITCH, RAMP CONNECTION TO SIDEWALK.
  
 14E) THIS COMMENT IS REQUESTING A REFERENCE TO A DROP
 CEILING IN THE LEASING OFFICE CLOSET.
  CUT SECTION AP-A7.04 DETAIL IS A STAIR LANDING DETAIL
 ???
  
 22C) ARCHITECTURAL TRIM LOCATED ABOVE 40?.
 SEE THIS PLAN REVIEWER?S COMMENT K. PROVIDE THE TYPE OF
 FASTENERS, SIZE, LENGTH, SPACING OF FASTENERS AND ALL
 RELATED HARDWARE, AS TO GAUGE OF METAL, DESCRIPTION,
  
 23) PRODUCT APPROVALS PLEASE SUBMIT THIS IS THE 3RD
 REQUEST
 SEE THIS PLAN REVIEWER?S COMMENT B
  


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