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<br />GENERAL NOTES
<br />A.GENERAL
<br />1. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES THAT EXIST WITHIN THE DRAWINGS
<br />2. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE GOVERNING CODES LISTED PER SHEETS BELOW:
<br />BUILDING A: CS01A, CS02A, CS03A
<br />BUILDING B: CS01B, CS0213, CS03B
<br />BUILDING C: CS01C, CS02C, CS03C
<br />BUILDING D: CS01D, CS02D, CS03D
<br />BUILDING E: CS01E, CS02E, CS03E
<br />3. COMPLY WITH ALL APPLICABLE CODES & ORDINANCES.
<br />4. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TO FACE OF STUDS.
<br />5. DO NOT SCALE DRAWINGS
<br />6. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT OR BY OTHERS.
<br />7. REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL.
<br />8. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS, INTERIOR ELEVATIONS, OR DETAILS SHALL BE 3" (2 STUDS) FROM FACE
<br />OF ADJACENT STUD WALL TO EDGE OF DOOR ROUGH OPENING.
<br />9. FINISH FLOOR (FIN. FLR.) REFERS TO TOP OF GYPCRETE OR TOP OF CONCRETE SLAB. SUBFLOOR REFERS TO TOP OF PLYWOOD
<br />FLOOR SHEATHING.
<br />10. REFER TO INTERIOR ELEVATIONS & I.D. DRAWINGS FOR CABINET, COUNTER LENGTHS, DIMENSIONS, COUNTERTOP MATERIALS
<br />AND DETAIL REFERENCES. FIELD VERIFY ALL DIMENSIONS.
<br />B. SITE ISSUES
<br />1. VERIFY GRADES SHOWN ON DRAWINGS PRIOR TO CONSTRUCTION
<br />2. ALL ROOF DOWNSPOUTS TO BE TIGHTLINED TO STORMWATER SYSTEM - SEE CIVIL AND LANDSCAPE DRAWINGS.
<br />3. FIRE DEPT REQUIREMENT: VERIFY MIN. HEIGHT LETTERS, 1/2" MIN. WIDTH LETTERS, CONTRASTING BACKGROUND, PLAINLY VISIBLE
<br />FROM THE STREET.
<br />C. MOISTURE CONTROL
<br />1. EXTERIOR WALLS WEATHER PROTECTION (IBC SECTION 1403.2): THE EXTERIOR WALL SHALL PROVIDE WEATHER
<br />PROTECTION FOR THE BUILDING. THE MATERIALS OF THE MINIMUM NOMINAL THICKNESS SPECIFIED IN TABLE 1405.2 SHALL
<br />BE ACCEPTABLE AS APPROVED WEATHER COVERINGS.
<br />2. VENTILATION (IBC SECTION 1203):BUILDINGS SHALL BE PROVIDED WITH NATURAL VENTILATION IN ACCORDANCE WITH
<br />SECTION 1203.4, OR MECHANICAL VENTILATION IN ACCORDANCE WITH THE IMC.
<br />3. ATTIC SPACES (IBC SECTION 1203.2): ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE
<br />APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF FRAMING MEMBERS SHALL HAVE CROSS VENTILATION FOR EACH
<br />SEPARATE SPACE BY VENTILATION OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN AND SNOW.
<br />UNVENTED ATTIC ASSEMBLIES (SPACES BETWEEN CEILING JOISTS OF THE TOP STORY AND THE ROOF RAFTERS) ARE
<br />PERMITTED ACCORDANCE WITH IBC SECTION 1203.3 #4.
<br />4. VAPOR RETARDERS (IBC SECTION 1405.3) CLASS I OR CLASS II VAPOR RETARDERS SHALL BE PROVIDED ON THE INTERIOR
<br />SIDE OF FRAME WALLS IN ZONES 5,6,7,8 AND MARINE 4. THE APPROPRIATE ZONE SHALL BE SELECTED IN ACCORDANCE
<br />WITH CHAPTER 3 OF THE INTERNATIONAL ENERGY CONSERVATION CODE. MATERIAL VAPOR RETARDER CLASS SHALL BE
<br />ACCORDANCE WITH IBC 1405.3.2.
<br />A. CLASS I: SHEET POLYETHYLENE, NONPERFORATED ALUMINUM FOIL
<br />B. CLASS II: KRAFT-FACED FIBERGLASS BATTS OR PAINT WITH A PERM RATING GREATER THAN 0.1 AND LESS THAN OR
<br />EQUAL TO 1.0
<br />C. CLASS III: LATEX OR ENAMEL PAINT. (CLASS III VAPOR RETARDERS SHALL BE PERMITTED PER IBC TABLE 1405.3.2.
<br />5. AIR LEAKAGE (WSEC SECTION C402.5) THE THERMAL ENVELOPE OF BUILDINGS SHALL COMPLY WITH SECTIONS
<br />C402.5.1 THROUGH C402.5.8.
<br />6. RECESSED LIGHTING FIXTURES (WSEC SECTION C402.5.8) RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL
<br />ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. ALL
<br />RECESSED LUMINARIES SHALL BE IC -RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE OF NOT MORE THAN 2.0 CFM
<br />WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1.57 PSF PRESSURE DIFFERENTIAL. ALL RECESSED LUMINARIES
<br />SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR CEILING COVERING.
<br />8. AIR BARRIER (WSEC SECTION C402.5.1) A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING
<br />THERMAL ENVELOPE. THE AIR BARRIERS SHALL BE PERMITTED TO BE LOCATED ON THE INSIDE OR OUTSIDE OF THE
<br />BUILDING ENVELOPE, LOCATED WITHIN THE ASSEMBLIES COMPOSING THE ENVELOPE, OR ANY COMBINATION THEREOF.
<br />THE AIR BARRIER SHALL COMPLY WITH SECTION C402.5.1.1 AND C402.5.1.2.
<br />D. HAZARD
<br />1. GUARDS (IBC SECTION 1015)
<br />A. SHALL BE LOCATED ALONG OPEN SIDED WALKING SURFACES THAT ARE LOCATED MORE THAN 30 INCHES TO
<br />FLOOR OR GRADE BELOW. GUARDS SHALL BE NO LESS THAN 42 INCHES IN HEIGHT, EXCEPT THAT WITHIN
<br />INDIVIDUAL UNITS OF R-2 OCCUPANCIES, WHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE
<br />OPEN SIDE OF STAIRS, THE TOP OF THE GUARD SHALL HAVE A HEIGHT NOT LESS THAN 34" MIN. AND NOT MORE
<br />THAN 38" MAX. IN HEIGHT (IBC SECTION 1013.2, EXCEPTION 2). GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW
<br />PASSAGE OF A SPHERE 4 INCHES IN DIAMETER (IBC SECTION 1015.2).
<br />B. MECHANICAL EQUIPMENT / ROOF HATCHES: GUARDS SHALL BE PROVIDED WHERE MECHANICAL EQUIPMENT OR
<br />ROOF HATCH IS LOCATED WITHIN 10 FEET OF A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE LOCATED
<br />MORE THAN 30 INCHES ABOVE THE FLOOR, ROOF OR GRADE BELOW. GUARDS MUST PREVENT THE PASSAGE OF A
<br />SPHERE 21" IN DIAMETER AND EXTEND NOT LESS THAN 30" BEYOND THE EACH END OF THE EQUIPMENT (IBC
<br />SECTION 1015.6).
<br />2.SAFETY GLAZING (IBC SECTION 2406) IS REQUIRED IN HAZARDOUS LOCATIONS. REFER TO WINDOW SCHEDULE SHEET
<br />A100 FOR SPECIFIC LOCATIONS.
<br />E. FIRE SAFETY ISSUES
<br />1. PORTABLE FIRE EXTINGUISHERS (IBC SECTION 906):
<br />FOR BUILDINGS UNDER CONSTRUCTION PROVIDE PORTABLE FIRE EXTINGUISHERS PER SECTION 3315 OF THE
<br />INTERNATIONAL FIRE CODE.
<br />FOR GROUPS A,B,M,R-2,S-2 OCCUPANCIES PROVIDE PORTABLE FIRE EXTINGUISHERS SELECTED, INSTALLED AND MAINTAINED
<br />IN ACCORDANCE WITH IBC SECTION 906.2 AND NFPA 10. ORDINARY HAZARD OCCUPANCY: 2-A RATED EXTINGUISHER, MAX.
<br />TRAVEL 75 FEET (IBC TABLE 906.3(1)) SEE PLAN FOR LOCATIONS OF 2A 10BC FIRE EXTINGUISHERS.
<br />2. FIRE ALARM & DETECTION SYSTEMS (IBC SECTION 907.2.9) PROVIDE FIRE ALARM AND DETECTION SYSTEM DESIGNED,
<br />INSTALLED & MAINTAINED IN ACCORDANCE W/ NFPA 72. FOR GROUP R-2, A MANUAL FIRE ALARM SYSTEM THAT ACTIVATES
<br />THE OCCUPANT NOTIFICATION SYSTEM IN ACCORDANCE WITH IBC SECTION 907.5 SHALL BE INSTALLED. FIRE ALARM
<br />CONTRACTOR SHALL VERIFY & MEET ALL REQUIREMENTS FOR FIRE ALARMS & SMOKE DETECTORS AND SHALL SUBMIT A
<br />FIXTURE SCHEDULE AND DRAWINGS FOR FIRE ALARM SYSTEM TO FIRE AUTHORITY FOR APPROVAL. FIRE ALARM SUB-
<br />CONTRACTOR IS RESPONSIBLE FOR OBTAINING NECESSARY PERMIT(s).
<br />3. CONCEALED SPACES (IBC SECTION 718) PROVIDE FIREBLOCKING PER IBC SECTION 718.2. PROVIDE FLOOR
<br />DRAFTSTOPPING PER IBC SECTION 718.3. PROVIDE ATTIC DRAFTSTOPPING PER IBC SECTION 718.4. REFER TO SHEET A051
<br />FOR NOTES AND DETAILS.
<br />F. MATERIALS
<br />1. THERMAL AND SOUND INSULATING MATERIALS (IBC SECTION 720): REQUIRED FLAME SPREAD INDEX OR SMOKE -
<br />DEVELOPED INDEX SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
<br />A. INSULATION MATERIALS IN A CONCEALED INSTALLATION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN
<br />25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. (IBC SECTION 720.2)
<br />B. INSULATION MATERIALS IN AN EXPOSED INSTALLATION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25
<br />AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. (IBC SECTION 720.3)
<br />C. CELLULOSE LOOSE -FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, PART 1209 AND PART 1404 (IBC SECTION
<br />720.6)
<br />D. INSULATION COVERING ON PIPE AND TUBING SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A
<br />SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. (IBC SECTION 720.7)
<br />2. FOAM PLASTIC INSULATION SHALL CONFORM TO THE REQUIREMENTS OF IBC SECTION 2603: UNLESS OTHERWISE
<br />INDICATED IN THIS SECTION, FOAM PLASTIC CORES OF MANUFACTURED ASSEMBLIES SHALL HAVE A FLAME SPREAD INDEX
<br />OF NOT MORE THAN 75 AND A SMOKE DEVELOPMENT INDEX OF NOT MORE THAN 450 TESTED IN ACCORDANCE WITH ASTM
<br />E84ORUL723.
<br />3. WALL AND CEILING FINISHES (IBC SECTION 803): INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN
<br />ACCORDANCE WITH ASTM E 84 OR UL 723. THE MAXIMUM FLAME -SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR
<br />WALLS AND CEILINGS FOR R-2 OCCUPANCIES IN A SPRINKLERED BUILDING SHALL BE CLASS C FOR EXIT ENCLOSURES &
<br />PASSAGEWAYS, CORRIDORS AND ROOMS AND ENCLOSED SPACES. FOR GROUP A-3 IN A SPRINKLERED BUILDING SHALL BE
<br />CLASS B FOR EXIT ENCLOSURES & PASSAGEWAYS AND CORRIDORS AND CLASS C FOR ROOMS AND ENCLOSED SPACES
<br />(IBC TABLE 803.11). CLASS B: FLAME SPREAD INDEX 26-75, SMOKE DEVELOPED INDEX 0-450. CLASS C: FLAME SPREAD INDEX
<br />76-200, SMOKE DEVELOPED INDEX 0-450. (IBC 803.1.1)
<br />4. TOILET AND BATHROOM REQUIREMENTS (IBC SECTION 1210)
<br />A. FLOORS AND WALL BASE (IBC SECTION 1210.2.1): IN OTHER THAN DWELLING UNITS, TOILET, BATHING AND
<br />SHOWERS ROOM FLOOR FINISH MATERIALS SHALL HAVE A SMOOTH HARD, NON -ABSORBENT SURFACE. THE
<br />INTERSECTION OF FLOORS AND WALLS SHALL HAVE A SMOOTH, HARD, NON -ABSORBENT VERTICAL BASE THAT
<br />EXTENDS UP THE WALL AT LEAST 4 INCHES.
<br />B. IN OTHER THAN DWELLING UNITS, WALLS AND PARTITIONS WITHIN 2 FEET OF URINALS AND WATER CLOSETS SHALL
<br />HAVE A HARD, NON -ABSORBENT SURFACE TO A HEIGHT OF 4 FEET ABOVE THE FLOOR. THE MATERIAL SHALL BE OF
<br />A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. TOILET ROOM ACCESSORIES PROVIDED ON OR WITHIN
<br />WALLS SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE. (IBC SECTION
<br />1210.2.2)
<br />C. SHOWERS (IBC SECTION 1210.2.3) SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED
<br />SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NON -ABSORBENT SURFACE TO A MINIMUM HEIGHT OF 70
<br />INCHES ABOVE THE DRAIN INLET.
<br />D. PRIVACY (IBC SECTION 1210.3) PRIVACY AT WATER CLOSETS AND URINALS SHALL BE PROVIDED IN ACCORDANCE
<br />WITH SECTIONS 1210.3.1 AND 1210.3.2.
<br />5. MASONRY: ALL NON-STRUCTURAL FACING OF BRICK, CONCRETE, STONE, ETC., SHALL BE GOVERNED BY THE
<br />REQUIREMENTS OF IBC SECTION 1405.
<br />6. PROTECTION AGAINST DECAY OR TERMITES (IBC SECTION 2304.12): PROVIDE NATURALLY DURABLE OR PRESERVATIVE -
<br />TREATED WOOD IN THE FOLLOWING LOCATIONS:
<br />A. JOISTS, GIRDERS AND SUBFLOOR AND SUPPORTING FLOOR CONSTRUCTION: JOISTS OR WOOD STRUCTURAL
<br />FLOORS CLOSER THAN 18 INCHES OR WOOD GIRDERS CLOSER THAN 12" TO THE EXPOSED GROUND IN CRAWL
<br />SPACES OR UNEXCAVATED AREAS WITHIN THE PERIMETER FOUNDATION (IBC SECTION 2304.12.1.1)
<br />B. WOOD SUPPORTED BY EXTERIOR FOUNDATION WALLS: WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHING
<br />THAT REST ON EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM EXPOSED EARTH (IBC SECTION
<br />2304.12.1.2)
<br />C. EXTERIOR WALLS BELOW GRADE: WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR
<br />MASONRY OR CONCRETE WALLS BELOW GRADE (IBC SECTION 2304.12.1.3)
<br />D. SLEEPERS AND SILLS ON A CONCRETE SLAB THAT IS IN DIRECT CONTACT WITH THE EARTH. (IBC 2304.12.1.4)
<br />E. POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A CONCRETE SLAB OR FOOTING
<br />THAT IS IN DIRECT CONTACT WITH THE EARTH. (IBC SECTION 2304.12.2.2)
<br />F. THE PORTIONS OF GLU-LAMINATED TIMBERS THAT FORM STRUCTURAL SUPPORTS OF A BUILDING / STRUCTURE
<br />AND ARE EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED WITH PRESERVATIVE OR NATURALLY
<br />DURABLE OR PRESERVATIVE -TREATED WOOD (IBC SECTION 2304.12.2.4)
<br />G. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE -PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO
<br />THE WEATHER, SUCH AS CONCRETE SLABS, SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE -TREATED
<br />WOOD UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. (IBC
<br />SECTION 2304.12.2.5)
<br />H. NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD SHALL BE UTILIZED FOR THOSE PORTIONS OF WOOD
<br />MEMBERS THAT FORM THE STRUCTURAL SUPPORTS OF BUILDINGS, BALCONIES, PORCHES OR SIMILAR WHICH ARE
<br />EXPOSED TO WEATHER. (IBC SECTION 2304.12.2.3)
<br />7. GYPSUM CONSTRUCTION (IBC 2508)
<br />A. GYPSUM BOARD SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C 840 & GA 216, GYPSUM SHEATHING: ASTM C
<br />1280.(IBC TABLE 2508.1)
<br />B. GYPSUM WALLBOARD OR GYPSUM PLASTER SHALL NOT USED IN ANY EXTERIOR SURFACE WHERE EXPOSED TO
<br />THE WEATHER. GYPSUM SHEATHING SHALL BE INSTALLED ON EXTERIOR SURFACES IN ACCORDANCE WITH ASTM C
<br />1280. (IBC SECTION 2508.2)
<br />C. GYPSUM WALLBOARD, GYPSUM LATH OR GYPSUM PLASTER SHALL NOT BE INSTALLED UNTIL WEATHER
<br />PROTECTION FOR THE INSTALLATION IS PROVIDED. (IBC SECTION 2508.2.1)
<br />D. WHEN APPLIED DIRECTLY ON FRAMING, ALL EDGES AND ENDS OF GYPSUM WALLBOARD IN SINGLE -PLY
<br />APPLICATIONS SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES WHICH ARE PERPENDICULAR TO
<br />THE FRAMING (IBC SECTION 2508.3)
<br />E. WOOD SUPPORTS FOR GYPSUM WALLBOARD SHALL BE NO LESS THAN 2" NOMINAL IN THE SMALLEST DIMENSION,
<br />EXCEPT THAT 1" NOMINAL BY 2" NOMINAL FURRING STRIPS MAY BE USED OVER SOLID BACKING. (IBC SECTION
<br />2504.1.1).
<br />F. GLASS MAT WATER-RESISTANT GYPSUM BACKING PANELS, DISCRETE NONASBESTOS FIBER -CEMENT INTERIOR
<br />SUBSTRATE SHEETS OR NONASBESTOS FIBER -MAT REINFORCED CEMENT SUBSTRATE SHEETS (ASTMC 1178, C1288
<br />OR C1325) INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS A BASE FOR
<br />WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING PANELS IN SHOWER AREAS. WATER RESISTANT
<br />GYPSUM BACKING BOARD SHALL BE USED AS A BASE FOR TILE IN WATER CLOSET COMPARTMENT WALLS (ASTM C
<br />840, GA-216). REGULAR GYPSUM WALLBOARD IS PERMITTED UNDER TILE OR WALL PANELS IN OTHER CEILING
<br />AREAS.(IBC SECTION 2509.2)
<br />G. WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED OVER A VAPOR RETARDER IN SHOWER OR
<br />BATHTUB COMPARTMENTS, IN DIRECT EXPOSURE TO WATER OR AREAS SUBJECT TO HIGH HUMIDITY OR ON
<br />CEILINGS WHERE FRAMING EXCEED 12" O.C. FOR 1/2" BOARD OR 16" O.C. FOR 5/8" BOARD.(IBC SECTION 2509.3)
<br />M ivi 11-101 =1 I W_1► I X01111;?
<br />1. PROVIDE BLOCKING AT ALL ENTRANCE DOOR KNOB STRIKER POINTS.
<br />2. PROVIDE BACKING TO 12" ON BOTH SIDES OF WINDOWS FOR INSTALLATION OF DRAPERIES.
<br />3. PROVIDE BLOCKING AT SHOWER CURTAIN RODS AND SHOWER SEATS.
<br />4. PROVIDE BLOCKING FOR ALL WALL MOUNTED ACCESSORIES AND LIGHT FIXTURES.
<br />5. PROVIDE BLOCKING FOR ALL WALL MOUNTED DOOR STOPS.
<br />6. PROVIDE BLOCKING FOR ALL GRAB BARS.
<br />7. PROVIDE BLOCKING FOR ALL WALL MOUNTED AND RECESSED CABINETS.
<br />8. INSTALL WOOD BACKING/BLOCKING IN METAL FRAMING FOR HANDRAILS, MILLWORK, CABINETS AND WINDOW & DOOR
<br />FRAMES.
<br />9. PROVIDE VENTILATION & EXHAUST IN ACCORDANCE WITH INTERNATIONAL MECHANICAL CODE TABLE 403.3.1.1.
<br />A. PROVIDE SOURCE SPECIFIC EXHAUST VENTILATION SYSTEM (IMC 403.8.4) FOR KITCHEN, BATHROOM, WATER
<br />CLOSET AND LAUNDRY AREA. DUCTS TO TERMINATE OUTDOORS.
<br />B. CLOTHES DRYER LENGTH (IMC 504.6.4.1 WA. STATE): THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35
<br />FEET FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE
<br />FITTINGS ARE USED REDUCTIONS IN LENGTH SHALL BE PER IMC TABLE 504.6.4.1. THE MAXIMUM LENGTH OF THE
<br />DUCT MAY BE INCREASED IN AN ENGINEERED EXHAUST SYSTEM WHEN A LISTED AND LABELED EXHAUST
<br />BOOSTER FAN IS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
<br />C. EXHAUST OUTLETS FOR ENVIRONMENTAL AIR (IMC 501.2) SHALL BE LOCATED WITH THE FOLLOWING MINIMUM
<br />DISTANCES: 3 FT TO PROPERTY LINES, 3 FT. TO OPERABLE OPENINGS AND 10 FT. TO MECHANICAL AIR INTAKES.
<br />ACCESSIBILITY NOTES
<br />A.GENERAL
<br />1. BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE
<br />IN ACCORDANCE WITH THE IBC CHAPTER 11: ACCESSIBILITY AND ICC/ANSI A117.1-2009, AS
<br />AMENDED AND THE 2010 AMERICANS WITH DISABILITIES (ADA) STANDARDS FOR ACCESSIBLE
<br />DESIGN. THE 1998 FAIR HOUSING ACT DESIGN MANUAL (FHADM) HAS BEEN USED ON THE
<br />DESIGN OF THIS BUILDING AND SERVES AS SAFE HARBOR FOR COMPLIANCE WITH THE HUD
<br />FEDERAL FAIR HOUSING ACT.
<br />2. SCOPING: SITES, BUILDINGS, STRUCTURES, FACILITIES, ELEMENTS AND SPACES,
<br />TEMPORARY OR PERMANENT, SHALL BE ACCESSIBLE TO PERSONS WITH PHYSICAL
<br />DISABILITIES. (IBC SECTION 1103.1)
<br />3. PARKING (IBC SECTION 1106): REFER TO SHEET A020 FOR ACCESSIBLE PARKING
<br />REQUIREMENTS AND STATISTICS.
<br />4. ACCESSIBLE MEANS OF EGRESS (IBC SECTION 1009): ACCESSIBLE SPACES SHALL BE
<br />PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN
<br />ONE MEANS OF EGRESS ARE REQUIRED BY SECTION 1006.2 OR 1009.1 FROM ANY
<br />ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT
<br />LESS THAN TWO ACCESSIBLE MEANS OF EGRESS (IBC SECTION 1009.1). EACH REQUIRED
<br />ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC WAY AND SHALL
<br />CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS (IBC SECTION 1009.2):
<br />A. ACCESSIBLE ROUTE
<br />B. HORIZONTAL EXITS
<br />C. RAMPS
<br />5. SIGNAGE (IBC SECTION 1111): PROVIDE SIGNAGE, DIRECTIONAL SIGNAGE AND OTHER
<br />SIGNAGE AS REQUIRED BY IBC SECTIONS 1111.1, 1111.2 AND 1111.3 AND ICC/ANSI CH.7.
<br />6. THE FOLLOWING NOTES ARE PROVIDED AS A REFERENCE AND ARE NOT INTENDED TO
<br />REPLACE THE CODE. REFER THE REFERENCED CODES FOR COMPLETE TEXT AND FIGURES.
<br />B. BUILDING BLOCKS
<br />1. FLOOR SURFACE (ICC A117.1-2009 SECTION 302):
<br />A. SHALL BE STABLE, FIRM AND SLIP -RESISTANT.
<br />B. CARPET SHALL HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD.
<br />CARPET SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE OR LEVEL
<br />CUT/UNCUT PILE TEXTURE. THE PILE SHALL BE 1/2" MAX. IN HEIGHT.
<br />C. OPENINGS IN FLOOR SURFACE SHALL NOT PERMIT THE PASSAGE OF 1/2" DIAM.
<br />SPHERE. ELONGATED OPENINGS SHALL BE PLACED WITH LONG DIRECTION
<br />PERPENDICULAR TO DOMINANT DIRECTION OF TRAVEL.
<br />2. CHANGES IN LEVEL (ICC A117.1-2009 SECTION 303):
<br />A. CHANGES IN LEVEL OF 1/4" MAXIMUM IN HEIGHT ARE ALLOWED TO BE VERTICAL.
<br />B. CHANGES IN LEVEL GREATER THAN 1/4" AND NOT MORE THAN 1/2" MAXIMUM HEIGHT
<br />SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.
<br />3. TURNING SPACE (ICC A117.1-2009 SECTION 304):
<br />A. FLOOR SURFACE OF TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48.
<br />B. CIRCULAR: 60" MIN. DIAMETER, PERMITTED TO INCLUDE KNEE & TOE CLEARANCE.
<br />C. T-SHAPED: REFER TO FIGURE 304.3.
<br />D. DOORS ARE PERMITTED TO SWING INTO TURNING SPACE UNLESS OTHERWISE
<br />SPECIFIED.
<br />4. CLEAR FLOOR SPACE (ICC A117.1-2009 SECTION 305):
<br />A. FLOOR SURFACE OF TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48
<br />(2%).
<br />B. SIZE: 30" X 48"
<br />C. PERMITTED TO INCLUDE KNEE & TOE SPACE UNLESS OTHERWISE SPECIFIED.
<br />D. POSITIONED FOR EITHER A PARALLEL OR FORWARD APPROACH.
<br />E. ONE FULL, UNOBSTRUCTED SIDE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE
<br />ROUTE.
<br />F. IF POSITIONED IN AN ALCOVE, ADDITIONAL MANEUVERING CLEARANCES ARE
<br />REQUIRED.
<br />5. KNEE AND TOE CLEARANCES (ICC A117.1-2009 SECTION 306): WHERE SPACE
<br />BENEATH AN ELEMENT IS INCLUDED AS PART OF A CLEAR FLOOR SPACE,
<br />CLEARANCE OR TURNING SPACE IT SHALL COMPLY AS FOLLOWS:
<br />A. TOE CLEARANCE: SPACE BENEATH AN ELEMENT BETWEEN THE FLOOR AND 9"
<br />ABOVE THE FLOOR; 17" MIN /25" MAX. DEPTH UNDER AN ELEMENT; 30" MIN. IN WIDTH.
<br />B. KNEE CLEARANCE: SPACE BENEATH AN ELEMENT BETWEEN 9" AND 27" ABOVE THE
<br />FLOOR; 11" MIN / 25" MAXIMUM DEPTH UNDER AN ELEMENT AT 9" ABOVE THE FLOOR.
<br />8" MIN. IN DEPTH AT 27" ABOVE THE FLOOR. BETWEEN 9" AND 27" THE KNEE
<br />CLEARANCE MAY BE REDUCED AT A RATE OF 1" FOR EACH 6" IN HEIGHT; 30" MIN. IN
<br />WIDTH.
<br />6. PROTRUDING OBJECTS (ICC A117.1-2009 SECTION 307) ON CIRCULATION PATHS:
<br />A. OBJECTS WITH LEADING EDGES MORE THAN 27" AND NOT MORE THAN 80" ABOVE
<br />THE FLOOR SHALL PROTRUDE 4" MAXIMUM INTO THE CIRCULATION PATH.
<br />B. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE OBJECT PROTRUDE
<br />GREATER THAN 4" AND/OR WHERE THE VERTICAL CLEARANCE IS LESS THAN 80"
<br />ABOVE THE FLOOR. THE LEADING EDGE OF SUCH BARRIER SHALL BE 27" MAXIMUM
<br />ABOVE THE FLOOR.
<br />C. PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF
<br />ACCESSIBLE ROUTES.
<br />7. REACH RANGES (ICC A117.1-2009 SECTION 308):
<br />A. FORWARD REACH: WHERE FORWARD REACH IS UNOBSTRUCTED, THE HIGH REACH
<br />SHALL BE 48" MAXIMUM AND LOW REACH SHALL BE 15" MINIMUM ABOVE THE FLOOR.
<br />WHERE HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR
<br />SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE
<br />REQUIRED REACH DEPTH. WHERE THE REACH DEPTH IS 20" MAXIMUM, THE HIGH
<br />REACH SHALL BE 48" MAXIMUM. WHERE THE REACH DEPTH IS GREATER THAN 20" TO
<br />25" MAX., THE HIGH REACH SHALL BE 44" MAXIMUM.
<br />B. SIDE REACH: WHERE CLEAR FLOOR SPACE ALLOWS A PARALLEL APPROACH TO AN
<br />ELEMENT, AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH REACH SHALL BE 48"
<br />MAXIMUM AND LOW REACH SHALL BE 15" MINIMUM ABOVE THE FLOOR. WHERE THE
<br />HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION
<br />SHALL BE 34" MAXIMUM AND THE DEPTH SHALL BE 24" MAXIMUM. THE HIGH SIDE
<br />REACH SHALL BE 48" MAXIMUM FOR A REACH DEPTH OF 10" AND 46" MAXIMUM >10"
<br />TO 24" MAXIMUM REACH DEPTH.
<br />8. OPERABLE PARTS (ICC A117.1-2009 SECTION 309):
<br />A. A CLEAR FLOOR SPACE SHALL BE PROVIDED AT OPERABLE PARTS.
<br />B. OPERABLE PARTS SHALL BE LOCATED WITH REACH RANGES.
<br />SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT
<br />GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO
<br />ACTIVATE OPERABLE PARTS SHALL NOT EXCEED 5.0 POUNDS.
<br />C. ACCESSIBLE ROUTE OF TRAVEL
<br />1. ACCESSIBLE ROUTE (IBC SECTION 1104)
<br />A. SITE ARRIVAL POINTS (IBC SECTION 1104.1): ACCESSIBLE ROUTES WITHIN THE SITE
<br />SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS; ACCESSIBLE PARKING,
<br />ACCESSIBLE LOADING ZONES AND PUBLIC STREETS OR SIDEWALKS TO THE
<br />BUILDING ENTRANCE SERVED.
<br />B. WITHIN A SITE (IBC SECTION 1104.2): AT LEAST ONE ACCESSIBLE ROUTE SHALL
<br />CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS
<br />AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.
<br />C. CONNECTED SPACES (IBC SECTION 1104.3): WHEN A BUILDING OR PORTION OF
<br />BUILDING IS REQUIRED TO BE ACCESSIBLE, AN ACCESSIBLE ROUTE SHALL BE
<br />PROVIDED TO EACH PORTION OF THE BUILDING, TO ACCESSIBLE BUILDING
<br />ENTRANCES CONNECTING ACCESSIBLE PEDESTRIAN WALKWAYS AND THE PUBLIC
<br />WAY.
<br />D. LOCATION (IBC SECTION 1104.5): ACCESSIBLE ROUTES SHALL BE LOCATED IN THE
<br />SAME AREA AS GENERAL CIRCULATION PATH.
<br />E. ACCESSIBLE ENTRANCES (IBC SECTION 1105): 60% OF PUBLIC ENTRANCES ARE
<br />REQUIRED TO BE ACCESSIBLE.
<br />REFER TO THE ARCHITECTURAL SITE PLAN A020 FOR DESIGNATED ACCESSIBLE
<br />ROUTES OF TRAVEL AND ACCESSIBLE ENTRANCES.
<br />2. ACCESSIBLE ROUTES SHALL CONTAIN ONE OR MORE OF THE FOLLOWING
<br />COMPONENTS (ICC ANSI A117.1 - 2009, 402.2):
<br />A. WALKING SURFACE (ICC A117.1-2009 SECTION 403):
<br />1. SLOPE: SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:20 (5%) AND CROSS
<br />SLOPE NOT STEEPER THAN 1:48 (2%).
<br />2. CLEAR WIDTH: THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE OF TRAVEL
<br />SHALL BE 32" WIDTH FOR LENGTH </= 24" AND 36" WIDTH FOR LENGTH >/= 24".
<br />EXTERIOR ROUTES SHALL HAVE A CLEAR WIDTH OF 44" IBC 1101.2.2 (WA STATE
<br />AMENDMENT). WHERE AN ACCESSIBLE ROUTE INCLUDES A 180 DEGREE TURN
<br />AROUND AN OBJECT THAT IS LESS THAN 48 INCHES IN WIDTH, CLEAR WIDTHS SHALL
<br />BE 42 INCHES APPROACHING THE TURN, 48" MINIMUM DURING THE TURN, AND 42"
<br />LEAVING THE TURN. IF CLEAR WIDTH AT TURN IS 60 " MINIMUM, 36" WIDE ROUTE IS
<br />ALLOWED.
<br />3. PASSING SPACE: AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60"
<br />SHALL PROVIDE A 60" X 60" PASSING SPACE AT INTERVALS OF 200' MAXIMUM.
<br />D. ACCESSIBLE ROUTE OF TRAVEL (CONTINUED)
<br />B. DOORS AND DOORWAYS (ICC A117.1-2009 SECTION 404):
<br />1. CLEAR WIDTH: DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32" MINIMUM,
<br />MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH DOOR OPENED
<br />90 DEGREES. OPENINGS WITHOUT DOORS MORE THAN 24" IN DEPTH SHALL
<br />PROVIDE A CLEAR WIDTH OF 36". THERE SHALL BE NO PROJECTIONS LOWER THAN
<br />34". PROJECTIONS BETWEEN 34" AND 80" SHALL NOT EXCEED 4". (EXCEPTION DOOR
<br />CLOSERS AND STOPS ARE PERMITTED TO BE 78" ABOVE THE FLOOR.)
<br />2. MANEUVERING CLEARANCES AT DOORS: PER ICC A117.1-2009 TABLE 404.2.3.2 AND
<br />FIGURE 404.2.3.2.
<br />3. THRESHOLDS: MAX. 1/2" IN HEIGHT, BEVELED NO STEEPER THAN 1:2.
<br />4. TWO DOORS IN SERIES: 48" MIN + DOOR WIDTH OPENING INTO SPACE. SPACE
<br />BETWEEN DOORS TO PROVIDE A 60" TURNING SPACE.
<br />5. REFER TO DOOR SCHEDULE NOTES FOR ACCESSIBLE REQUIREMENTS FOR DOOR
<br />HARDWARE, CLOSING SPEED, DOOR -OPENING FORCE, DOOR SURFACE AND VISION
<br />LITES.
<br />C. RAMPS (ICC A117.1-2009 SECTION 405):
<br />1. SLOPE: MAX. RUNNING SLOPE NOT STEEPER THAN 1:12 (8.33%) AND CROSS SLOPE
<br />NOT STEEPER THAN 1:48 (2%).
<br />2. CLEAR WIDTH: 36" MIN. CLEAR BETWEEN HANDRAILS.
<br />3. RISE: 30" MAXIMUM.
<br />4. LANDINGS: REQUIRED AT TOP AND BOTTOM OF EACH RAMP. MAX. 1:48 SLOPE.
<br />CLEAR WIDTH OF LANDING AT LEAST AS WIDE AS RAMP AND 60" MIN. IN LENGTH.
<br />WHERE RAMP CHANGES DIRECTION MUST PROVIDE A 60" TURNING SPACE.
<br />5. HANDRAILS: RAMPS WITH RISE GREATER THAN 6" ARE REQUIRED TO HAVE
<br />HANDRAILS ON EACH SIDE.
<br />6. EDGE PROTECTION: PROVIDED ON EACH SIDE OF RAMP RUNS AND RAMP LANDINGS
<br />BY EITHER A 12" EXTENDED FLOOR SURFACE PAST THE INSIDE FACE OF RAILING OR
<br />BY CURB OR BARRIER WITHIN 4" OF THE FLOOR.
<br />D. CURB RAMPS TO COMPLY WITH ICC A117.1-2009 SECTION 406
<br />E. ELEVATORS TO COMPLY WITH ICC A117.1-2009 SECTION 407-409
<br />E. SITE & BUILDING ELEMENTS
<br />1. PARKING SPACES (ICC A117.1-2009 SECTION 502):
<br />A. SIZE: CAR: 96" MINIMUM IN WIDTH VAN: 132" MINIMUM IN WIDTH (MAY BE 96" MIN. IN
<br />WIDTH WITH AN ADJACENT ACCESS AISLE WIDTH OF 96"). VERTICAL CLEARANCE AT
<br />VAN STALL AND ROUTE TO/FROM STALL IS 98".
<br />B. ACCESS AISLE: SHALL ADJOIN AN ACCESSIBLE ROUTE. MAY BE SHARED BETWEEN
<br />TWO ACCESSIBLE SPACES. MIN. 60" IN WIDTH AND EXTEND FULL LENGTH OF
<br />PARKING STALL THEY SERVE. MARKED TO DISCOURAGE PARKING IN THEM.
<br />C. MAXIMUM SLOPE 1:48
<br />D. IDENTIFICATION: REQUIRED TO BE IDENTIFIED BY SIGNS INCLUDING THE
<br />INTERNATIONAL SYMBOL OF ACCESSIBILITY (WHITE ON BLUE BACKGROUND (WA
<br />STATE AMEND.) VAN STALLS SHALL BE IDENTIFIED AS "VAN ACCESSIBLE." SIGNS
<br />SHALL BE MOUNTED 60" MIN. ABOVE THE SURFACE OF THE STALL TO THE BOTTOM
<br />OF THE SIGN.
<br />2. PASSENGER LOADING TO COMPLY WITH ICC A117.1-2009 SECTION 503.
<br />5. WINDOWS (ICC A117.1-2009 SECTION 506):
<br />A. ACCESSIBLE WINDOWS SHALL HAVE OPERABLE PARTS PER ICC A117.1-2009
<br />SECTION 309.
<br />E. PLUMBING ELEMENTS & FACILITIES
<br />1. PLUMBING ELEMENTS AND FACILITIES REQUIRED TO BE ACCESSIBLE (OTHER THAN
<br />WITHIN ACCESSIBLE DWELLING UNITS SHALL COMPLY WITH IBC SECTION 1109.2
<br />AND ICC A117.1-2009 CHAPTER 6 WITH AMENDMENTS.
<br />2. REFER TO ACCESSIBILITY DETAILS SHEET A550 FOR ACCESSIBLE WATER CLOSETS,
<br />LAVATORIES, URINALS, DRINKING FOUNTAINS, BATHTUBS AND GRAB BARS.
<br />F. COMMUNICATION FEATURES
<br />1. ALARMS (ICC A117.1-2009 SECTION 702): PROVIDE ACCESSIBLE AUDIBLE AND VISUAL
<br />ALARMS AND NOTIFICATION APPLIANCES INSTALLED IN ACCORDANCE WITH NFPA
<br />72, POWERED BY A COMMERCIAL LIGHT AND POWER SOURCE, BE PERMANENTLY
<br />CONNECTED TO THE WIRING OF THE PREMISES ELECTRIC SYSTEM, AND BE
<br />PERMANENTLY INSTALLED.
<br />2. SIGNAGE (ICC A117.1-2009 SECTION 703): INTERIOR AND EXTERIOR SIGNS
<br />IDENTIFYING PERMANENT ROOMS AND SPACES SHALL BE TACTILE. (IBC 2015
<br />APPENDIX E107.2) TACTILE CHARACTER SHALL BE DUPLICATED IN BRAILLE.
<br />SIGNAGE SHALL COMPLY WITH ICC/ANSI SECTION 703.
<br />3. TWO-WAY COMMUNICATION (IBC APPENDIX SECTION El05.6): WHERE TWO-WAY
<br />COMMUNICATION SYSTEMS ARE PROVIDED TO GAIN ADMITTANCE TO THE
<br />BUILDING, THE SYSTEM SHALL COMPLY WITH ICC/ANSI 708.
<br />OHNSON BRAUNDINC.
<br />15200 52nd Ave. South
<br />Suite 300
<br />Seattle, WA 98188
<br />Phone 206.766.8300
<br />www.johnsonbraund.com
<br />ARCHITECTURE
<br />INTERIOR DESIGN
<br />Greg L. Allwine,
<br />Jeffrey A. Williams,
<br />8556
<br />REGISTERED
<br />ARCHITECT
<br />J FFREY ARTHIT WILLIAM
<br />STATE OE WASHINGTON
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<br />GENERALAND
<br />ACCESSIBILITY NOTES
<br />CS00
<br />PERMIT SET 10/09/2020
<br />
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