1803 112TH ST SE 2018 BANK OF AMERICA Plans 2022-12-01

-----��-�p� � _ _ COORDINATION NOTES ACCESSIBILITY NOTES FIRE DEPARTMENT NOTES �a� 1. ALL WORK SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT (A.D.A.) ALONG WITH ALL STATE, 1. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT, OR 1. PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN ON DRAWINGS, AND COUNTY, AND LOCAL APPLICABLE CODES, ORDERS, ORDINANCES AND REGULATIONS. NOTIFY ARCHITECT SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS OR SPECIAL ACCESS LIFfS. ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELD PRIOR TO START OF WORK OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND CODE. ALL WORK SHALL INSPECTOR. CONNECT EXIT SIGNS TO EMERGENCY POWER CIRCUITS. COMPLY WITH BUILDING CODES. CONFORM TO THE MOST RESTRICTIVE REQUIREMENT. 2. FLOOR SURFACES SHALL BE SLIP-RESISTANT. 3. EVERY CORRIDOR AND AISLE SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE NOT LESS THAN 44" IN z• MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS. 2. BEFORE COMMENCING WORK, CONTRACTOR SHALL BECOME FAMILIAR WITH DRAWINGS SCOPE OF WORK WIDTH. 3. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE IiVSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL Nelco Architecture, InC. AND VERIFY EXISTING CONDITIONS AND DIMENSIONS AT THE SITE AND NOTIFY THE ARCHITECT OF ANY KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. ALL NEW DOORS DISCREPANCI.ES. 4. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2" IN HEIGHT. LEVEL SHALL HAVE APPROVED LEVER HANDLES. 8 IICeC152CI B�IIlat2 Of NeISOCI WOCICIWICI2� LLC 3. PRIOR TO STARTING WORK,THE GENERAL CONTRACTOR SHALL SUBMIT TO BANK OF AMERICA PROJECT CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL. BEVEL OTHERS WITH A SLOPE NO GREATER THAN 1:2 4, DOORS OPENING INTO REQUIRED 1-HOUft, FIRE-RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE MANAGER AND ARCHITECT AN ITEMIZED COST BREAKDOWN OF ALL SCOPE ITEMS AND A CONSTRUCTION 5. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OR DRAFT STOP ASSEMBLY HAVING A 20-MINUTE RATING ANQ SHALL BE SELF-CLOSING. SCHEDULE. WORK TO BE SCHEDULED TO MEET BANK OF AMERICA REQUIREMENTS. OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, 4. ALL WORK DESCRIBED OR INDICATED IN THESE DOCUMENTS AND ALL WORK DEPENDENT UPON OR OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE 5. 20-MINUTE DOOR]AMBS TO BE TIGHT-FITfING, SMOKE AND DRAFf CONTROLLED. NECESSARY TO COMPLETE THIS WORK SHALL BE EXECUTED IN A WORKMAN LIKE MANNER CONSISTENT OPENING HARDWARE: MOUNT DOOR OPENING HARDWARE BETWEEN 34" AND 48" ABOVE FLOOR FINISH. 6. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MORE PERSONS AND IN ANY 1200 Fifth Ave. Suite 1300 � WITH THE BEST STANDARDS OF THE TRADE INVOLVED AND BE OF ITEMS AND MATERIALS SUITED FOR THE 6. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS FiAZARDOUS AREA. Seattle, WA 98101 PURPOSE INTENDED. AND 5 POUNDS FOR INTERIOR DOORS, MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER 7. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED AN END POINT FLAME Phone: (206)223-4999 5. TRADESMEN, CRAFTSMEN, INSTALLERS, FOREMEN,AND SUPERVISORS ARE TO BE SKILLED, EXPERIENCED PLANE OF SLIDING OR FOLDING DOORS. CORRESPONDING DEVICES OR AUTOMATIC DOOR OPERATORS MAY SPREAD RATING: Fax: (206)223-4990 AND LICENSED IF REQUIRED IN THE WORK THEY WILL BE PERFORMING. BE UTILIZED TO MEET THE ABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE REQUIRED FIRE DOORS MAY BE INCREASED NOT TO EXCEED 15 POUNDS. A. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS INSTALLED IN VERTICAL EXITS. 6. PRO]ECT CONSTRUCTION ITEMS TO BE NEW, UNLESS OTHERWISE NOTED. NO SUBSTITUTIONS WILL BE 7, THE BOTfOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL HAVE A SMOOTH UNINTERRUPTED B. CLASS II, FLAME SPREAD 26-75, SMOKE DENSITY 300, FOR MATERIALS YNSTALLED IN HORIZONTAL EXITS. Client Representative: Architect: ALLOWED UNLESS COMPLETE DESCRIPTIONS OF ITEMS INCLUDING DRAWINGS,TEST DATA, SAMPLES, COST SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEEL CHAIR FOOTREST WITHOUT CREATING A TRAP OR Jones Lang LaSalle Nelco Architecture Inc ^ AND SCHEDULE CHANGES ARE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ARCHITECT PRIOR „ C. CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY 450, FOR MATERIALS INSTALLED IN ANY OTHER ,�; TO INSTALLATION. ANY ITEM NOTED ON THE DRAWINGS THAT ARE NOT AVAILABLE OR WOULD CAUSE A HAZARDOUS CONDITION. PROVIDE A 10 HIGH SMOOTH PANEL ON THE PUSH SIDE OF NARROW FRAME LOCATION. Eric Dockery 1200 Fifth Avenue, Suite 130 = TIME DELAY SHALL BE IDENTIFIED BY THE GENERAL CONTRACTOR AND THE ARCHITECT NOTIFIED. DOORS. 800 Fifth Ave. 16th Floor Seattle, WA 98101 z 8. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE-RATED WALLS OR CEILINGS. Seattle WA 98104 Project Contact: Ron Pizarro 8. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE NOT LESS THAN 3'IN WIDTH AND NOT LESS ' 0 7, TYPICAL DETAILS AND GENERAL NOTES SHALL BE USED WHENEVER APPLICABLE U.N,O. ALL SYMBOLS AND Tel: 206.305.9779 Tel: (425) 974-9072 o THAN 6'-8" IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO g, WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS, � ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF CONTRACTOR eric.dockery@am.jll.com Email:rpizarro@nelsononline.com "' HAS ANY UESTIONS REGARDING THE SAME OR EXACT MEANING ARCHITECT SHALL BE NOTIFIED FOR MOUNTED THAT THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32 . Architect of Record: Adam Segalla x Q � 10. HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 o CLARIFICATION. 9. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, Tel: (206)408-8510 o FLASHES PER MINUTE AND SHALL BE SYNCHRONIZED. v 8. DIMENSION LINES ARE TO FACE OF FINISH ON EXISTING AND NEW WORK, UNLESS NOTED AS FACE OF STUD UNOBSTRUCTED OPENING WIDTH OF 32 WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM Email: asegalla@nelsononline.com o OR MASONRY OR CENTERLINE OR OTHERWISE. DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE AND ITS CLOSED POSITION. 11. LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 48 ABOVE THE LEVEL OF THE FINISHED FLOOR, AR License No: 10194 w LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. 10. IDENTIFY ACCESSIBLE ENTRANCES WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL m 9. PROVIDE SHOP DRAWINGS WHERE INDICATED AND FOR ALL METAL FABRICATION OR WHERE THEY ARE DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 12. CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL PROTECTED OPENINGS, CORRIDOR PARTITIONS, SMOKE Civil Engineer: � CALLED OUT FOR ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL SUBMIT FIVE 5 SETS STOP PARTITIONS, HORIZONTAL EXIT PARTITIONS, EXIT ENCLOSURES AND ALL FIRE RATED WALLS WITH Firm: Parametrix � � ) 11. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL AND CLEAR. CORRESPONDING HOURLY RATING BY EITHER INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES '� TO THE ARCHITECT WITH AMPLE TIME TO REVIEW. REQUIRED CORRECTIONS WILL BE NOTED AND A COPY THE LEVEL AND CLEAR AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60'° Attn: Darren Sandeno THE FOLLOWING: "1 HOUR FIRE AND SMOKE BARRIER- PROTECT ALL OPENINGS". NOTE: IDENTIFICATION T: (253) 604-6767 � WILL BE RETURNED TO THE CONTRACTOR WHO SHALL REVISE DRAWINGS AND RESUBMIT FOR FINAL AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 44" AS MEASURED AT RIGHT ANGLES TO SHALL BE SPACED NO MORE THAN TWELVE (lZ) FEET ON CENTER WITH A MINIMUM LETTER SIZE OF TWO (2) E-mail: dsandeno@parametrix.com a APPROVAL PRIOR TO FABRICATION. THE PLANE OF THE DOOR IN ITS CLOSED POSITION. (REFER TO DWG 3/AN3 FOR CLEARANCES BASED ON INCHES IN HEIGHT ON A CONTRASTING BACKGROUND. hi in 10. CONTRACTOR TO SUBMIT SAMPLES OF ALL FINISH MATERIALS TO ARCHITECT FOR APPROVAL PRIOR TO DIFFERENT APPROACHES) 13. DEVICE COVERS TO BE TO MATCH LUTRON LIGHT ALMOND UNLESS DICTATED OTHERWISE BY LOCAL a� INSTALLATION. 12. FLOORS OR LANDINGS SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. JURISDICTIONS. General Contractor: a a CHANGE IN LEVEL BETWEEN 1/4"AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. Firm Name: Reliant Construction m 11. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF AS-BUILT DRAWINGS NOTING DEVIATIONS BETWEEN � THESE DRAWINGS AND ACTUAL FIELD CONDITIONS AND NEW CONSTRUCTION OF ALL TRADES AND DELIVER 13. TO ALERT THE VISUALLY IMPAIRED, MARK THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR Attn: Sonny 5aumani T: (253) 355-8429 a TO BANK OF AMERICA AT END OF PROJECT. GENERAL CONTRACTOR SHALL PROVIDE ALL SUBCONTRACTORS STAIR WITH A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" WIDE, PLACED PARALLEL TO AND NOT E-mail:ssaumani.reliant@outlook.com m WITH THE MOST CURRENT CONSTRUCTION DOCUMENTS THROUGHOUT THE PROJECT, INCLUDING ALL MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING. THE STRIP SHALL BE OF A MATERIAL THAT IS AT Q REVISIONS. LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. w v 12. CONTRACTOR TO NOTIFY ARCHITECT AND BANK OF AMERICA PROJECT MANAGER OF ALL REVISIONS TO THE 14. CENTER ELECTRICAL RECEPTACLE OUTLETS NOT LESS THAN 15"ABOVE THE FLOOR OR WORKING PLATFORM. G EN ER/'1L SPECIFICATIONS � Description: No: By; Date: � DRAWINGS AND CHANGES WITH THE SCOPE OF WORK OR SCHEDULE REQUIRED BY GOVERNING AGENCIES, � FIELD CONDITIONS OR BANK OF AMERICA PERSONNEL REGARDLESS OF EXTENT. ALL REVISIONS TO BE IN 15. ENTRY TO SANITARY FACILITIES: � /� PJM REVIEW MC 11/21/18 � WRITING AS CHANGE ORDERS AND APPROVED PRIOR TO STARTING WORK. A. 44" CLEAR AISLES OR CORRIDORS WHERE OCCUPANT LOAD IS 10 OR MORE. REFER TO CIVIL DR/1WING AS REQUIRED PERMIT SUBMISSION MC 11/27J18 � 13. CONTRACTOR TO PROVIDE EQUIPMENT TO ENSURE LIFE SAFETY OF PUBLIC TENANTS AND WORKERS AS �� REINFORCING STEEL: a ' B. DOORWAYS TO HAVE A 32 CLEAR OPENING. � REQUIRED BY FEDERAL, STATE AND LOCAL CODES THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL TAKE o ALL NECESSARY MEASURES TO PROTECT PEDESTRIANS. C. ON APPROACH SIDE, PROVIDE A 60" CLEAR LEVEL SPACE WHEN DOOR SWINGS TOWARD APPROACH AND 48" 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40 FOR SIZES #3 AND #4 AND GRADE 60 FOR � SPACE WHEN DOOR SWINGS AWAY FROM APPROACH. (REFER TO DWG. 2/A00.40 FOR CLEARANCES BASED ON SIZES #5 AND LARGER. z 14. CONTRACTOR_TO VERIFY EXISTING STRUCTURAL CONDITIONS AND REQUIREMENTS OF NEW CONSTRUCTION DIFF. APPROACHES) 2. WELDED WIRE FABRIC (MESH) SHALL CONFORM TO THE LATEST REVISED ASTM A185. SMOOTH WIRE FABRIC � PRIOR TO START OF WORK. CONTRACTOR SHALL FURNISH ADEQUATE SHORING, BRACING, ETC. AS SHALL CONFORM TO ASTM A85. YIELD STRENGTH 60 KSI. � REWIRED TO SAFELY EXECUTE ALL WORK AND SHALL BE FULLY RESPONSIBLE FOR SAME, UNLESS 16. TOILET ROOM ACCESSORIES Q SPECIFICALLY DETAILED IN THE DRAWINGS. CONTRACTOR SHALL PROVIDE BLOCKING, BACKING, FRAMING, A. MOUNT BOTTOM EDGE OF MIRROR'S REFLECTING SURFACE LESS THAN OR EQUAL TO 40" ABOVE FINISH 3. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 USING PROPER LOW HYDROGEN HANGERS, OR OTHER SUPPORTS AS NECESSARY FOR ALL FIXTURES, EQUIPMENTS AND ALL OTHER ITEMS FLOOR AND NOT LESS THAN 72" ABOVE FINISH FLOOR. MINIMUM MIRROR HEIGHT SHALL BE 32" HIGH. ELECTRODES. ALL BARS TO BE WELDED SHALL CONFORM TO ASTM A706. � REQUIRING SAME. z B. MOUNT TOILET TISSUE DISPENSERS WITHIN 7-9" FROM THE FRONT EDGE OF THE TOILET SEAT TO 4. ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS (2'-0" MIN.)AT ALL SPLICES � 15. SITE AND BUILDING SHALL BE MAINTAINED IN A CLEAN, SAFE MANNER, DIRTY/ NOISY WORK SHALL BE CENTERLINE OF FURTHEST ROLL. UNLESS NOTED OTHERWISE. � �- PERFORMED qT SUCH TIME AS DIRECTED PER THE OWNER AND/OR CITY WHEN THE WORK VARIOUS o SECTIONS ARE COMPLETED, AND AT OTHER TIMES AS DIRECTED BY BANK OF AMERICA, OR OWNER, ALL C. MOUNT DISPENSING AND DISPOSAL FIXTURES (TOWEL, SANITARY NAPKINS, WASTE, COIN SLOTS, ETC.) 5e ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS (2'-0" MIN.) AT ALL SPLICES o TRASH DEBRIS, SURPLUS MATERIAL,TOOLS AND EQUIPMENT TO BE REMOVED FROM THE SITE AND WITH OPERATING PARTS NO HIGHER THAN 40" FROM THE FLOOR. UNLESS NOTED OTHERWISE, � DISPOSED OF IN A LEGAL MANNER. LEAVE PREMISES IN A CONDITION ACCEPTABLE TO BANK OF AMERICA, 6. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED 4'-0" MINIMUM. O 17. SINGLE ACCOMMODATION TOILET FACILITY SEE 5/A00.41 FOR CLEARANCE REQUIREMENTS . � OR OWNER. � �� 7. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIZE AND SPACING AS THE WALL/COLUMN ai 16. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. WHERE EXISTING CONSTRUCTION, 18. THE HEIGHT OF THE WATER CLOSET (TOP OF SEAT) SHALL BE BETWEEN 17 AND 19 . REINFORCING UNLESS NOTED OTHERWISE. ai FINISHES OR EQUIPMENT IS DAMAGED BY WORK IN THIS CONTRACT THEY SHALL BE PATCHED REPAIRED v � ' 19, MOUNT FLUSH VALVE CONTROL NO MORE THAN 44" ABOVE THE FLOOR, ON THE SIDE OF THE TOILET WITH '� OR REPLACED AS REQUIRED TO MATCH EXISTING, BY TRADE WHOSE WORK IS DAMAGED AT NO COST TO THE GREATEST SEPARATION FROM AD]ACENT WALL OR OTHER SURFACE. STRUCTURAL STEEL: � BANK OF AMERICA. � 20. PROVIDE GRAB BARS ON EACH SIDE, OR ONE SIDE AND BACK OF WATER CLOSET. 1. ALL FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST EDITION OF THE AISC MANUAL OF STEEL � 17. LAYOUT OF WORK: CONSTRUCTION. � A. GRAB BARS TO BE 33"ABOVE AND PARALLEL TO THE FLOOR. � A. LOCATION AND ELEVATION OF ALL WORK TO BE CONSTRUCTED ARE SHOWN ON DRAWINGS AND UNLESS 2. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. ALL FIELD WELDING SHALL HAVE CONTINUOUS � DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION,THE B, SIDE BARS TO BE 42",LONG AND PROJECT 54" FROM REAR WALL. GRAB BAR AT BACK TO BE 36" LONG. INSPECTION BY A REGISTERED DEPUTY INSPECTOR. J CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE PROPER LOCATION AND ELEVATIONS AS SHOWN AND C. DIAMETER OF GRAB BARS TO BE 1-1/4"TO 1-1/2". 3. WIDE FLANGE SECTIONS SHALL CONFORM TO ASTM A576, GRADE 50. ALL PIPE SHALL CONFORM TO ASTM A53 � INTENDED. GRADE "B" (35 KSI). ALL TUBE SHALL CONFORM TO ASTM A500 (46KSI). ALL OTHER STRUCTURAL STEEL SHALL �, B. THE CONTRACTOR SHALL LAYOUT THE WORK AND SHALL ESTABLISH AND MAINTAIN NECESSARY D. PROVIDE 1-1/2" CLEARANCE BETWEEN GRAB BARS AND WALL. CONFORM TO ASTM A56. � MARKERS, AND SHALL BE RESPONSIBLE FOR THE ACCURACY OF SAME. THE CONTRACTOR SHALL LAYOUT, 3 AS A GUIDE TO ALL TRADES AND TO HIS SUBCONTRACTORS,THE EXACT LOCATIONS OF NEW OR E LO DB BARS (INCLUDING CONNECTORS, FASTENERS, SUPPORT BACKING, ETC.) SHALL SUPPORT A 250 POUND 4. ANCHOR BOLTS AND UNFINISHED BOLTS SHALL CONFORM TO ASTM A56. � REMODEL WORK WITH RESPECT TO CHANGES TO EXISTING. 5. ALL WELDING ELECTRODES SHALL CONFORM TO AWS E70XX. Q F. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITfINGS. 18. INSTALL AND APPLY ITEMS, MATERIALS, EQUIPMENT, FINISHES, ETG INCLUDING THE PREPARATION OF CONCRETE: � ��,{, , � �.� .�� ;�� SURFACES IN STRICT ACCORDANCE WITH jfHE MANUFACTURER'S PRINTED RECOMMENDATIONS AND G. GRAB BARS AND ANY ADJACENT SURFACE SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. � " �`� � INSTALLATION REQUIREMENTS. H. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". 1. UNLESS OTHERWISE,ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 ' 19. PERTAINING TO EQUIPMENT: GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND RELOCATION DAYS. �iOF ANY EXISTING EQUIPMENT OR CONSTRUCTION AS NECESSARY FOR A COMPLETE INSTALLATION. Z1. PROVIDE A CLEAR FLOOR SPACE 30"X 48" IN FRONT OF LAVATORY TO PERMIT A FORWARD APPROACH. M 2. AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33. '� 20. ACCESS PANELS SHALL BE PROVIDED FOR ALL EQUIPMENT SWITCHES, VALVES AND OTHER CONTROL 22• MOUNT LAVATORIES WITH A MINIMUM CLEARANCE OF 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON. „ „ 3. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150. TYPE I OR II, LOW ALKALI, OR AS Q PROVIDE KNEE CLEARANCE UNDER THE FRONT UP EXTENDING A MINIMUM OF 30 IN WIDTH WITH 8 REQUIRED TO SATISFY SITE SOIL CONDITIONS AS DETERMINED BY THE PROJECT SOILS ENGINEER. � DEVICES THAT ARE CONCEALED. EXACT LOCATIONS TO BE APPROVED BY ARCHITECT PRIOR TO MINIMUM WIDTH, AND SHALL BE A MINIMUM OF 9" HIGH FROM THE FLOOR A MINIMUM OF 17" DEEP FROM u, INSTALLATION. THE FRONT OF THE LAVATORY. 4. WATER SHALL BE POTABLE, CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OIL, ACIDS, ALKALIS, SALTS, �� 21. BESIDES GUARANTEES REQUIRED ELSEWHERE,THE CONTRACTOR SHALL, HEREBY DOES, GUARANTEE ALL 23. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT ORGANIC MATERIALS OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE OR ADA UPGRADES � WORK FOR A MINIMUM PERIOD OF ONE YEAR AFfER DATE OF ACCEPTANCE OF WORK WITH ANY OTHER REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE REINFORCEMENT. � WORK, WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR CONTROLS SHALL BE NO GREATER THAN 5 POUNDS, LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY 5. ADMIXTURES TO BE USED IN CONCRETE SHALL BE SUBJECT TO PRIOR APPROVAL BY THE ENGINEER. SILVER LAKE a MATERIALS VVITHIN A MINIMUM OF ONE YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. IF SELF CLOSING VALVES ARE USED, WA4-138 � TO BANK OF AMERICA. FAUCET REMAINS OPEN A MINIMUM OF 10 SECONDS. 6. MAXIMUM PERMISSIBLE WATER-CEMENT RATIOS FOR CONCRETE WHEN STRENGTH DATA FROM TRIAL z BATCHES ARE NOT AVAILABLE SHALL CONFORM TO TABLE 4.5 OF THE ACI STANDARD 318-77 OR BASED ON 1803 112TH STREET SE �' 22. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE 24. INSULATE OR OTHERWISE COVER HOT WATER AND DRAIN PIPES UNDER LAVATORIES. SULFATE CONTENT OF THE SITE SOILS. AS DETERMINED BY THE SOILS ENGINEER. THE LOWER EVERETi`, WA 98208 � � WORK. WATER-CEMENT RATIO SHALL GOVERN. � 25. THE AMERICANS WITH DISABILITIES ACT (A.D.A.) PROVIDES THAT ALTERATIONS TO A FACILITY MUST BE ;� 23. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO ARCHITECT FOR REVIEW PRIOR TO � PURCHASE, FABRICATION OR INSTALLATION. MADE IN SUCH A MANNER THAT, TO THE MAXIMUM EXTENT FEASIBLE,THE ALTERED PORTIONS OF THE 7. CONCRETE SHALL BE CURED WHILE IN A MOIST CONDITION FOR AT LEAST THE FIRST 7 DAYS AFTER � FACILITY ARE READILY ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES. BANK AND GENERAL CONTRACTOR PLACEMENT. METHODS FOR ACCELERATED CURING SHALL HAVE PRIOR APPROVAL OF THE ENGINEER. ? 24. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR"NIC" UNDER SEPARATE CONTRACT. INCLUDE ACKNOWLEDGES THAT THE REQUIREMENTS OF A.D.A. WILL BE SUBJECT TO VARIOUS AND POSSIBLY g, THE FOLLOWING MINIMUM CLEAR DISTANCE BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL � ORDERLY SEQUENC OF INSTALLATION �ON PROGRESS SCHEDULE AND COORDINATE TO ASSURE EFOFORTSDTO NT ERPRET A.D ATREQUIREMEN SHAND OTHER F DEERAL,I STATE AND LOCAL LAWSSRUNES, BAIV K SPECIFICATIOIVS Q BE MAINTAINED UNLESS NOTED OTHERWISE. a • CODES, ORDINANCES AND REGULATIONS AS THEY APPLY TO THE PROJECT. THE ARCHITECT, HOWEVER, SLABS ON GRADE.................................................CENTER OF SLAB Q 25. COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM INSTALLATIONS. CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT BANK OF AMERICA WILL COMPLY WITH ALL m 0 26. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. INTERPRETATIONS OF THE A.D.A. REQUIREMENTS AND/ OR THE OTHER FEDERAL, STATE AND LOCAL LAWS, CONCRETE BELOW GRADE, FORMED......................2 � RULES, CODES, ORDINANCES AND REGULATIONS AS THEY APPLY TO THE PROJECT. CONCREfE BELOW GRADE,UNFORMED..................3" (POURED AGAINST EARTH) � Z7. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT THE 1�i� o ARCHITECT. 26.THE SCOPE OF WORK INDICATED ON THESE DRAWINGS IS FOR SPECIFIC ITEMS SELECTED BY BANK OF CONCRETE EXPOSED TO WEATHER.......................1 1/2 " J� AMERICA FOR CUSTOMER ACCESS TO GOODS AND SERVICES; NOTE THAT SOME AREAS OF ACCESS HAVE NOT REC'a�,TERED/J � 28. COORDINATE AND PROVIDE BLOCKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR BEEN MODIFIED TO MEET A.D.A. REQUIREMENTS. ALL OTHER AREAS OF A.D.A. UPGRADE THAT MAY BE AR:�,��i►TECT I�� � CEILINGS. REQUIRED AT THIS TIME ARE NOT IN THIS CONTRACT AND ARE NOT INDICATED ON THESE DOCUMENTS. SEE '' r v �� 29. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS OTHERWISE NOTED. BANK OF AMERICA FOR ADDITIONAL INFORMATION CONCERNING OTHER AREAS OF A.D.A. SCOPE OF WORK. a 30. CONCEALED INSULATING MATERIALS INSTALLED WITHIN WALL SHALL HAVE A FLAME SPREAD INDEX OF NOT � � `,E(�; � � MORE THAN 75 AND A SMOKE-DEVELOPED INDEX OF MOT MORE THAN 450. STATE O� V4�AS��'�IN�sTON c m 31. INSULATING MATERIALS WHICH ARE SUBJECT TO DIRECT EXPOSURE TO POTENTIAL FIRE ON THE INSIDE OF f � o THE BUILDING DUE TO INSTALLATION IN UNCONCEALED SPACES SHALL HAVE A FLAME SPREAD INDEX OF -� ? NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450. � � 32. MATERIALS EXPOSED WITHIN PLENUMS ARE REQUIRED TO BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME E SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 AS z DETERMINED IN ACCORDANCE WITH ASTM E 84. Proj. No: 18.01816.Q0 Designer: MC � Drawn By: Reviewed By: AS � Project Manager: RP Approved By� � a N r1 � A .--i O N � ,--i N � ALL DIMENSIONS AND CONDITI N MU T B � �� ON SITE BY THE CONTRACTOR AND SUB-CONTRACTORS PRIOR TO � � PERFORMING THE WORK.THE PROJECT MANAGER SHALL BE NOTIFIED IN � WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE VUORK, � ,., OO NEISON WORLDWIDE,LLC 2018 ALL RIGHTS RESERVED 0 a n