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BUP2021 -00085 PROJECT TEAM CLIENT BUILDING DEPARTMENT JAND INC . p; 233 EAST SPRING STREET JAND INC. CITY OF TIGARD 233 SPRING STREET 13125 SW HALL BLVD. Uj STH FLOOR FLOOR 6 TIGARD, OR 97223 NEW YORK, NY 10013 PHONE: 503-639-4171 c'2 NEW YORK, NY 10013 p CONSTRUCTION CONTACT: CHRIS COSTA o rn TEL.: 646-265-2152 MILLWORKER W ci T (646) 517-5223 N E-MAIL: CHRIS.COSTACWARBYPARKER.COM WAM INDUSTRIES ��/ a _ DESIGN MANAGER: CONTACT: ED MULE o CONTACT: MILENA BICA-SHIBATA TEL.: (416) 741-0660 EXT 227 E-MAIL: MILENA.BICAOWARBYPARKER.COM E-MAIL: EMULE®WAMINDUSTRIES.CA WASHINGTON SQAURE Q L1GIli11NG DISTRIBUTOR LANDLORD FACILITIES SOLUTIONS GROUP SPACE G 11 CONTACT: LEON MOWADIA JR. MACERICH 11411 N. TATUM BLVD TEL.: (212) 276 7900 EXT 21113 PHOENIX, AZ 85028 E-MAIL: LEON.MOWADIA@FSGi.COM TENANT COORDINATOR CONTACT: NE SIROKMAN SECURITYSYSTEM 9640 S W WASHINGTON S Q R D . EMAIL: CHARLENE.SIROKMAN®MACERICH.CRICH.COM DGA TRICARICO ARCHITECTUREAND TEL: 602-953-6377 429 W. 53RD ST. 502 VALLEY ROAD, WAYNE, N1 07470 NEW YORK, NY 10019 CONTACT: WILLIAM MARSAR TIGARD O R 97223 T:973-692-0222 IC -0222 F:973-692-0223 ARCHITECT TEL.: (212) 840 5173 T R I C A R C 0.C 0 M © 2021 NICHOLAS J. TRICARICO TRICARICO ARCHITECTURE & DESIGN PC E-MAIL: WILLIAM.MARSAR@DGASECURITY.COM 502 VALLEY ROAD THE GENERAL CONTRACTOR AND/OR ALL SUB CONTRACTORS WORKING FROM THESE PLANS AND WAYNE, NJ 07470 KEY SECURffY SYSTEM SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION 0 INSTAKEY SECURITY SYSTEMS BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE ACCOUNT CONTACT: KATE SAUER 7456 W. 5TH AVE M TEL. 973 692-0222 EXT. 526 LAKEWOOD, CO 80226 RNOT EGARDING MEASUREMENTS, UP IF SUCH MEASUREMENTS DO ( ) CORRECTLY RTOOTHE CIND CARTED SIZEOPERLY OR SCALE 00 E-MAIL: KATESOTRICARICO.COM CUSTOMER SERVICE N CONTACT: SONDRA MICHELIN PROJECT CONTACT: KAITLYN LAZZARO TEL.: (303) 761-9999 EXT 102 EE-MAIL:. 97 ) 692-0222 0XT. 541 COM E-MAIL: SMICHELIN®INSTAKEY.COM PROJECT DESCRIPTION DRAWING SHEET INDEX ENGINEER z MUSIC + LOW VOLTAGE Issued to Client Issued for Permit, Issued for W MEP ENGINEER CONTACT: SHAYNA AMATO Sheet Number Sheet Title Issued for 00.00.00 3.25.21 LLB BID 04.06.21 00.00.00 E-MAIL: SHAYNA.AMATO@WARBYPARKER.COM NEW TENANT IMPROVEMENT OF AN EXISTING LEASE SPACE OF APPROXIMATELY 1 ,755 S.F.. THE NEW EYE GLASS RETAIL 0 DON PENN CONSULTING ENGINEER T-001 Cover Sheet x x Or 1301 SOLANA BLVD. SIGNAGE STORE, LOCATED IN WASHINGTON SQUARE, WILL INCLUDE AN EYE EXAM OFFICE WITHIN THE MERCANTILE SPACE. 0- BLDG. 1, SUITE 1420 T-002 Accessibility Guidelines x x BLDG. 1, UI 7622 RUGGLES SIGN COMPANY SCOPE OF WORK INCLUDES NEW INTERIOR TENANT FIT OUT INCLUDING STOREFRONT, PARTITIONS, DOORS, CEILINGS, T-003 S ecifications x x CONTACT: CTX 76 MANDUJANO 93 INDUSTRY DRIVE FINISHES AND ASSOCIATED MECHANICAL, ELECTRICAL, AND PLUMBING WORK. STOREFRONT SIGNAGE IS TO TO BE FILED T-004 s ifications x x PO BOX 9UNDER SEPARATE PERMIT. TEL.: (817)-328-5907 VERSAILLES, KY 40383 T-006 Specifications x x E-MAIL: CARLOSMODONPENN.COM CONTACT: CODY BAKER T-007 Specifications x x PERMIT EXPEDITER TEL.: (859) 879-1199 EXT 163 AREA MAP MALL MAP T-008 Specifications x x PERMITS TODAY E-MAIL: CBAKER®RUGGLESSIGN.COM T-101 Responsibility Schedule x x 140 SOUTH LAKE AVE, STE 323 WASHINGTON SQAURE T-102 Schedules x x TILE FLOOR VENODR EYE GLASS RETNLER PASADENA, CA 91 101 SPACE G-11 SPACE G11 T-103 Lease Confirmation Plan x x CONTACT: SCOTT DAVES WAUSAU TILE INC. BRANDS 9640 SW WASHINGTON SQ RD. CONTACT: NICOLA HEELER LEVEL 1 OF 2 T-104 Photo Ma x x PROJECT NUMBER � TIGARD, OR 97223 TEL.: 626-585-2931 TEL.: 715-241-0302 T-105 Life Safe Plan x x 200328 03.25.2021 O E-MAIL: PERMITSTODAYOAOL.COM rV' I D-101 Demolition Plan x x 0 E-MAIL: NHELLER®WAUSAUTILE.COM T DRAWN BY: CHECK BY: D-102 Demolition Reflected Ceiling Plan x x Q GENERAL CONTRACTOR - R A-101 Construction Plan x x KL KS 0 TBD a _ A-102 Finish and Power Plan x xF_O n A-103 Fbdure Plan x x THESE DRAWINGS WERE • � COMPLETED UNDER THE NJT LLi SPORTING A-104 Reflected Ceiling Plan x x Q s A-201 Storefront x x DIRECT SUPERVISION OF: u»�, M,Y+tx,•r14 1 - x' A-202 Storefront Sections and Details x REVISION LOG O 1 A-203 Storefront Elexetions and Plans for Lacquer Panels x W A-301 Interior Elevations: Sales x x ISSUED FOR CHECK SET 325.21 ZO CODE ANALYSIS' o. � L A-302 Interior Elevations: Exam Rooms x x I ISSUED FOR PERMIT, LL + BIDA-304.06.21 H 4 . - [ ; `, l 11,_ A-403 Partition Tyior pes ns: BOH z X Z CODES: "� A-402 Interior Architectural Details x x T_1. BUILDING - 2019 OREGON STRUCTURAL SPECIALITY CODE A-403 Ceiling Details x x Q 2. PLUMBING - 2017 OREGON PLUMBING SPECIALITY CODE A-501 MilMork Details: Sales x x A-502 Milhwrk Details: Exam Room x x Z 3. MECHANICAL - 2019 OREGON MECHANICAL SPECIALITY CODE 4 C j (D Zl ;- NORDs1Roh1 4. ELECTRICAL - 2017 OREGON ELECTRICAL SPECIALITY CODE I ii [1 A-503 MilMork Details: BOH x x ---- -- - O 5. ENERGY - 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE ?; .,;,Sr"' l_ 1 T l F 111.1 ! l M-101 Mechanical L end, Notes and Schedules x x _ __ __ _ F- 6. FIRE - 2016 CITY OF PORTLAND FIRE CODE / 2019 OREGON FIRE CODE M-102 Mechanical Plan x x U ..- 1 I t L; 7. ACCESSIBILITY - ANSI A117.1-2017 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 0 g • M-103 Mechanical Details x x t M-104 Mechanical Specifications x x M 105 Mechanical S TYPES OF CONSTRUCTION - FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ifications x x T � - ELEMENTS (TABLE: 601): "`N°p NORTH E-101 ElectricalLegend, Notes and Schedules x x - E-201 Lighfing LightingPlan x x [TYPE: II-B NON COMBUSTIBLE - FULLY SPRINKLERED] E-301 Power Plan x x SQUARE FOOTAGE E-401 Electricals ecificabons x x - STRUCTURAL FRAME - INCLUDING COLUMNS, GIRDERS, TRUSSES = 0 HR. PLUMBING SYSTEMS E-501 Enerov CornDliance Calculations x x - FLOOR CONSTRUCTION = 0 HR. MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURE(TABLE 2902.1 -BUILDING CODE) P-101 Plumbing Plan x x - ROOF CONST.- INCL. SUPPORTING BEAMS AND JOISTS = 0 HR. OCCUPANT LOAD = 23 PERSONS LEASE AREA 1,760 S.F. P-102 Plumbing Riser Diagrams x x - REQUIRED SEPARATION OF OCCUPANCIES = 0 HR. (TABLE 508.4) 23 PERSONS X 50% = 11 MALE P-103 Plurnoing Notes, Details and S ifications x x - TENANT SPACE SEPARATIONS = 1 HR. (SECTION 708.1 (3), 708.3) 23 PERSONS X 50% = 12 FEMALE SURVEYED LEASE AREA 1,755 S.F. - CORRIDOR WALL [W/SPRINKLER SYSTEM] = 0 HR. (TABLE 1020.1) - STORAGE SEPARATION FROM SALES [W/SPRINKLER SYSTEM] = 0 HR. (TABLE MALE FACILITIES: 508.4) NUMBER OF WATER CLOSETS [1-500] = 1 NET USABLE AREA 1,686 S.F. NUMBER OF LAVATORIES [1-750] = 1 MEANS OF EGRESS: (CHAPTER 10) SALES AREA 985 S.F. MINIMUM EGRESS REQUIREMENTS: (TABLE 1004.5) FEMALE FACILITIES: Planning MERCANTILE NUMBER OF WATER CLOSETS [1-500] = 1 EXAM SUITE AREA 197 S.F. APPrOv 3Yw MERCANTILE = 60 GROSS NUMBER OF LAVATORIES [1-750] = 1 pate: 74 STORAGE AND STOCKROOM = 300 GROSS PROVIDED: BOH AREA 368 S.F. Initials: BUSINESS ACCESSORY = 150 GROSS (1) UNISEX TOILET ROOM PROVIDED: PER CODE SECTION 2902.2 EXCEPTION 3 SEPARATE FACILITIES SHALL COMMON AREA N/A NOT BE REQUIRED IN MERCANTILE OCCUPANCIES IN WHICH THE MAXIMUM OCCUPANT LOAD IS 100 OR FEWER. OCCUPANT LOAD: SALES: 1,115 S.F. / 60 = 19 PERSONS DRINKING FOUNTAINS = NOT REQUIRED WASHINGTON SQUARE BOH AND NON SALES: 417 S.F. / 300 = 2 PERSONS SERVICE SINK = NOT REQUIRED. BUSINESS ACCESSORY: 220 S.F. / 150 = 2 PERSONS TENANT THE FOLLOWING DRAWING SET IS BASED OFF OF PREVIOUS SPACE G11 TOTAL PERSONS = 23 PERSONS FIRE PROTECTION DRAWINGS TO BE SUBMITTED UNDER DEFERRED PERMIT. TENANT DRAWINGS, AS A SURVEY HAS NOT BEEN COMPLETED. THERE ARE UNKNOWN CONDITIONS THAT ARE REQUIRED TO BE FIELD VERIFIED. 9640 SW. WASHINGTON SO RD EGRESS WIDTH PER OCCUPANT SERVED (SECTION: 1005.3) UPON POSSESSION OF SPACE, AFTER DEMOLITION, GC TO FIELD VERIFY TIGARD, OR 97223 MERCANTILE; GROUP 'M'= 0.2" PER PERSON [W/ SPRINKLER SYSTEM] ALL CONDITIONS, INCLUDING BUT NOT LIMITED TO HEIGHTS, DIMENSIONS, 68" NET WIDTH PER ENTRY DOORS STRUCTURE, ETC. AND COMPARE TO PROPOSED DRAWING SET. NOTIFY DOOR [MAIN] _ ) THE CONSTRUCTION MANAGER IMMEDIATELY IF THERE ARE ANY DOOR [REAR] = 32" NET WIDTH (AT REAR DOOR) CONFLICTS FOUND THAT WOULD AFFECT THE PROPOSED DESIGN PRIOR TOTAL NET EGRESS DOOR WIDTH = 100" [PROVIDED] TO START OF CONSTRUCTION. DRAWING NO. DOOR 100" / 0.2 = 500 PERSON CAPACITY ACTUAL CAPACITY - 23 PERSONS. LANDLORD COMMENTS — OO PROVIDED EGRESS CAPACITY = 500 PERSONS. PROPOSAL IS LESS THAN ALLOWABLE - OKAY • MUST COORDINATE ALL DUMPSTER/TRASH REMOVAL ACTIVITIES WITH MAXIMUM OCCUPANT LOAD IS UNDER 49 OCCUPANTS, BUT TRAVEL DISTANCE PROPERTY TEAM. COVER SHEET EXCEEDS 75'-0" THEREFOR TWO MEANS OF EGRESS IS REQUIRED AND HAS BEEN • THESE PLANS SHOULD ALWAYS BE FORWARDED TO THE GENERAL PROVIDED CONTRACTOR TO BE ON—SITE. SIZE OF DOORS (1010.1.1) • TENANTS CONTRACTOR MUST REPAIR ANY/ALL LANDLORD MINIMUM 32" CLEAR DOOR WIDTH REQUIRED. PROPERTY DAMAGED DURING T.I. WORK AND COMPLETE LANDLORD NICHOLAS J. TRICARICO PUNCH LIST DIRECTED BY LANDLORD REPRESENTATIVE. OFFICE COPY ARCHITECT EXIT ACCESS - GROUPS 'M' (SECTION 1016) • PRIOR TO SAW CUTTING OR PENETRATING THE EXISTING SLAB, cm OPTTGARD AISLES IN GROUPS 'M' & 'B' = 36" (SECTION 1018.3) VERIFY LOCATION WITH ON—SITE LANDLORD REPRESENTATIVE. TRICARICO ARCHITECTURE CORRIDOR WIDTH = 36" (SECTION 1020.2, FOR SPACES WITH OCCUPANCY TENANTS CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE FORCUDFCOAIPLIANCB CAPACITY LESS THAN 50) TO EXISTING MALL UTILITY CONDUITS. Approvr: AND DESIGN PC DEAD ENDS = 50 FEET WITH SPRINKLER SYSTEM (SECTION 1020.4, EXCEPTION 2) • NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, VALIDITY OF PERMIT OTCII t I - FIRM REGISTRATION NO. LICENSE NO. EXIT ACCESS TRAVEL DISTANCE: (TABLE 1017.2) OR PENETRATE THE ROOF DECK ABOVE. YOU ARE REQUIRED TO THE ISSUANCE OFAPERMIT Pemdtor - AR-0654 ARI-2608 BASED ON CONSTRUCTION GROUP 'M' [W/SPRINKLER SYSTEM] = 250 FT. FRAME, BRACE, AND/OR SUSPEND, AS NEEDED, TO/FROM THE DOCUMENTS AND OTHER AdJtessi gLw) 1„/r.sh Sn D GROUP 'B' [W/SPRINKLER SYSTEM] = 300 FT. TOP CHORD OF JOISTS OR STRUCTURAL STEEL WHICH EXIT ABOVE DATA SHALL NOT PREVENT Suite 01 rJ � YOUR RESPECTIVE TENANT SPACE. $ja Data < I U J.TRICARI O a THE CODE OFFICIAL FROM •�"�"`�'� Gj� NICHOLA LU • SIGNAGE MUST BE SUBMITTED UNDER SEPARATE COVER FOR REOUIRINGTHECORRECTION �.,,. LANDLORD REVIEW AND APPROVAL. of ERRORS. Ossc 105.4 ARI-2608 '�� (o • CONTACT SIEMENS BUILDING TECHNOLOGIES TO EVALUATE THE FIRE co WAYNE,N ALARM SYSTEM. O • HVAC IS OPEN PLENUM SPACE. HARD LID CEILING IS REQUIRED. 9�OF0� CL SEAL PROFESSIONAL SEAL 1. AN UNOBSTRUCTED TURNING SPACE OF 60" IN DIAMETER SHALL BE PROVIDED WITHIN AN ACCESSIBLE TOILET ROOM. 6 — 2. A CLEAR FLOOR SPACE OF NOT LESS THAN 60" WIDE AND 56" LONG SHALL BE PROVIDED FOR AT LEAST ONE WATER CLOSET FOR THE USE OF THE DISABLED. MIN SIGNAGE NOTES: WHEN SUCH WATER CLOSET IS WITHIN A COMPARTMENT, ENTRY TO THE COMPARTMENT SHALL HAVE A CLEAR WIDTH OF 320. A DOOR, IF PROVIDED, SHALL NOTF16ATHFLOORN D I N C -- ----- 1'-6" ENCROACH INTO THE REQUIRED CLEAR FLOOR SPACE IN FRONT OF THE WATER CLOSET. EXCEPT FOR DOOR SWING, A CLEAR UNOBSTRUCTED ACCESS NOT LESS z I I r T --- -------, CLEAR THAN 42" FOR A LATCH SIDE APPROACH AND 48" FOR THE OTHER APPROACHES SHALL BE PROVIDED TO TOILET COMPARTMENTS DESIGNED FOR USE BY THE FLOOR T.G.C. TO PROVIDE RESTROOM SIGN WITH HANDICAPPED. THE HEIGHT OF WATER CLOSETS SHALL BE 17" TO 19" MEASURED TO THE TOP OF THE TOILET SEAT. ST SPRING STREET RAISED AND GRADE 2 BRAILLE CHARACTERS SPACE AND PICTORIAL SYMBOL SIGN AT STOCK ROOM 3. GRAB BARS AT EACH SIDE OR ONE SIDE AND THE BACK OF THE WATER CLOSET SHALL BE PROVIDED AND SECURELY ATTACHED 33" TO THE CENTER LINE ABOVE N CD AND PARALLEL TO THE FLOOR. GRAB BARS AT THE SIDE SHALL BE 42" LONG WITH THE BACK END POSITIONED 12" FROM THE REAR WALL. GRAB BARS AT THE NEW YORK: NY 10013 MIN. (MIN.)*:,l :, I o I \ I SIDE OF TOILET ROOM DOOR E PER STATE BACK SHALL BE 36" LONG WITH ONE END POSITIONED 6" FROM THE SIDE WALL. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF THE GRAB BARS T (646) 5T7-5223 'f F I"v \ 3'-0"(MIN.)I `O \ 3'-6"(MIN.) AND LOCAL ACCESSIBILITY CODE: SHALL BE 1-1/4" TO 2" AND THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2". N --- I -- in - 4. A CLEAR FLOOR SPACE OF NOT LESS THAN 30" WIDE AND 48" LONG SHALL BE PROVIDED AT AT LEAST ONE LAVATORY. SUCH A CLEAR FLOOR SPACE SHALL ') 1 . BOTTOM OF TACTILE CHARACTERS SHALL EXTEND A MAXIMUM OF 19" UNDERNEATH THE LAVATORY. A KNEE CLEARANCE THAT IS AT LEAST 27" HIGH, 30" WIDE, AND 19" DEEP SHALL BE PROVIDED - - - --- BE MOUNTED BETWEEN 48" AND 60" A.F.F- UNDERNEATH LAVATORIES WITH EXPOSED PIPES INSULATED, OR OTHERWISE CONFIGURED, SO AS TO PROTECT AGAINST CONTACT. LAVATORIES SHALL BE MOUNTED ? WITH THE COUNTER OR RIM NO HIGHER THAN 34" ABOVE THE FINISH FLOOR. H (A)FRONT APPROACH (B)FRONT APPROAC (C1)HINGE APPROACH (C2)HINGE APPROACH 2. BOTTOM OF BRAILLE SHALL BE MOUNTED 5. A CLEAR FLOOR SPACE OF NOT LESS THAN 30" WIDE AND 48" LONG SHALL BE PROVIDED AT EACH WATER COOLER FOR THE USE OF THE DISABLED. THE WATER Q PULL SIDE PUSH SIDE PULL SIDE PULL SIDE ) • • BETWEEN 48" AND 60' A-F.F. COOLER UNIT SHALL HAVE A KNEE CLEARANCE THAT IS AT LEAST 27" HIGH AND 17"-19" DEEP. SPOUTS SHALL BE NO HIGHER THAN 36" ABOVE FINISH FLOOR *IF BOTH CLOSER AND TO THE SPOUT OUTLET. 3. SIGN TO BE SURFACE MOUNTED. ON THE LATCH ARE PROVIDED m o WALL ADJACENT TO THE LATCH SIDE OF 6. WHERE ED MIRRORS ARE PROVIDED, AT LEAST ONE SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40" ABOVE THE co THE DOOR. °p 7. WHERE PAPER TOWEL DISPENSERS AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE SHALL BE INSTALLED WITHIN 48" ABOVE THE FINISH FLOOR TO THE 4. SIGNS SHALL BE IN CONTRASTING COLOR HIGHEST OPERABLE PART. r----�� � TRICARICO ARCHITECTURE AND DESIGN PC <* ,,p,, AND NON-GLARE FINISH. -I B. WHERE TOILET PAPER DISPENSERS ARE PROVIDED, AT LEAST ONE SHALL BE INSTALLED WITHIN REACH AND 15" MINIMUM TO THE CENTERLINE ABOVE THE FINISH 502 VALLEY ROAD, WAYNE, N1 07470 z • • • • • • • • • FLOOR. T:973-692-0222 F:973-692-0223 (MIN�* ( o ( )I ((MIN ) I (MIN.) I I C _ 9. CONTROLS AND SWITCHES ON WALLS ARE TO BE PLACED A MAXIMUM OF 48" ABOVE THE FINISH FLOOR. ELECTRICAL RECEPTACLES ON WALLS SHALL BE PLACED TRICARICO.COM • •2021 NICHOLAS J. TRICARICO MIN. NO LESS THAN 15" ABOVE THE FINISH FLOOR. DIMENSIONS ARE TO THE HIGHEST OPERABLE PART OF CONTROLS AND THE LOWEST OPERABLE PART OF 1 O I I� CONTROLS AND THE LOWEST OPERABLE PART OF RECEPTACLES. THE GENERAL CONTRACTOR AND/OR ALL -- ELEVATION SUB–CONTRACTORS WORKING FROM THESE PLANS AND M M ^ ACCESSIBILITY GUIDELINES SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION OD 1 I, BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE \ (G)LATCH APPROACH SIZE OF TURNING SPACE: REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO 04 \ (F)LATCHAPPROACH, \ (H)FRONT APPROACH r 18" MIN. CLEAR FLOOR SPACE THE MINIMUM SPACE REQUIRED FOR A STANDARD WHEELCHAIR TO MAKE A NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE O PUSH SIDE \ I CORRECTLY TO THE INDICATED SIZE. O PULL SIDE PUSH SIDE CENTERED ON SIGN BEYOND ANY 180-DEGREE TURN IS A CLEAR SPACE OF 60 INCH DIAMETER OR cy RECESSED DOORS I o0 DOOR SWING IN CLOSED 45' OPEN T-SHAPED SPACE. REFER TO THE TURNING SPACE DETAILS BELOW. (E) HINGE APPROACH * I i POSITION DOOR SWING: z * * PUSH SIDE 4 -6" MIN. IF CLOSER *4'-0" MINIMUM IF PUSH SIDE, DOOR ENGINEER PROVIDED CLOSER IS PROVIDED PROVIDED WITH BOTH UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO - U *BEYOND HINGE SIDE CLOSER AND LATCH CE SWING INTO TURNING SPACES. ALLOW PASSAGE 5 -0 5 -p w **4'-0" MINIMUM IF BOTH ____ ____ �— CENTERED ON TACTILE CHARACTERS FOR CYLINDER OF DO R OPEN I GS z z - MIN - CL R�jeTH: 32" Ir CLOSER AND LATCH PROVIDED r� � - 1B ____ _ 32" DIAMETER 3'-0" (MIN. 11'-1p" I I 2'-0" I / \ AND 78" HEIGHT (MIN.)*I PLAN LOCATIONS OF SIGNS / \ I I a / \� - AT DOOR N (K) POCKET OR HINGE (L) STOP OR LATCH J MINIMUM CLEAR APPROACH APPROACH 7 TYPICAL TACTILE SIGNAGE WIDTH FOR DOORWAYS ,BEYOND HINGE SIDE ALL BLOCKING TO BE SCALE: N.T.S. ts�___O" i F.R.T.W. AND/OR GRAB BAR NOTES: (A)CIRCULAR TURNING SPACE (B)T-SHAPED TURNING SPACE (C)TYPICAL DOOR OPENING CLEARANCE PROJECT NUMBER DATE NON-COMBUSTIBLE MATERIAL 1, BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE 200.328 03.25.2021. O MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250 LBF TYPICAL ACCESSIBILITY CLEARANCES o DRAWN BY: CHECK BY= 1 1/2" MINIMUM SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL CC \ o AND MAXIMUM OF THE GRAB BAR OR SEAT. KL KS Cal 2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE 1 " M) THESE DRAWINGS WERE F= o _ Z �\ APPLICATION OF 25D LBF SHALL BE LESS THAN THE ALLOWABLE COMPLETED UNDER THE NJT L / \ 1 1/4" TO 2" SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. DIRECT SUPERVISION OF: cc IF THE CONNECTION BETWEEN THE GRAB BAR OR SEAT AND ITS MIRROR z / \ _ 5'-0" (MIN.) NOMINAL DIAMETER � � MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE o - FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR REVIBKNJ LOG 5'-0" (MIN.) \ ' X STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR �, HAND DRYER n / 5/8" GYPSUM WALL / STRESS, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR ; SSUED FOR CHECK SET 32521 Z BOARD (UNLESS STRESS. LSSUED FOR PERMIT, LL H BID 4.06.21 F NOTED OTHERWISE). z F x --- CD \ / - 3. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE CLEAR NOTE: ¢ ¢ . Z SEE PLANS FOR FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE _ FLOOR °: DASHED LINES INDICATE < Z x _ x --- _ o M PARTITION TYPE AND ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR o SPACE DIMENSIONAL CLEARANCE I d X 00 ¢ 3 no xl FINISHES, MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER L — OF OPTIONAL UNDER o� 0 7 g Q o � IS THE SMALLER ALLOWABLE LOAD. LAVATORY ENCLOSURE 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION 48" MIN. KNEE 1" 6" TOE INSULATE DRAIN FORCE OF 250 LBF PLUS THE MAXIMUM MOMENT FROM THE CLEARANCE I MAXCLEARANCE AND HOT WATER -_- --- (A) (B) (C) APPLICATION OF 250 LBF. SHALL BE LESS THAN THE ALLOWABLE 17 LINES BELOW Q WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING MIN LAVATORY - - DOORS IN A SERIES STRUCTURE. KNEE CLEARANCE (A)PLAN AT LAVATORY (B)SIDE ELEVATION AT (C)FRONT ELEVATION J 5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. -.� LAVATORY ATLAVATORY * TO BOTTOM OF * TO BOTTOM OF _- REFLECTIVE SURFACE REFLECTIVE SURFACE 6 SCALE: N.T.S. r5t-TYPICAL SCALE: 6" = V-0" DOOR FRAME EDGE 6"-18" 54" MIN TOILET PAPER 54" MIN DISPENSE3 " MIN, 42 MIN. 12'lGRAB BAR) (ABOVE 42" MIN. 12 A 1 �—STROBE (AS APPLICABLE) MI MIN ^ - - --/ TOILET PAPER - DISPENSER THERMOSTAT, INTERCOM OR SECOND NOTE: WHERE � ' (BELOW GRAB ROW OF RECEPTACLES CENTER TO SPACE PERMITS. / EXTEND GRAB BAR o x BAR) CLUSTER (WHEN USING DIMMERS, C _ _ LOCATE THERMOSTAT AT OPPOSITE EQ EQ E4 EQ ON TRANSFER SIDE g (A)VERTICAL CHANGE SIDE OF DOOR), POWER AND TELEPHONE n 7 1�2 M710 IN LEVEL LIGHT SWITCH, DIMMERS, EGRESS RECEPTACLE AND w =__ BUTTON, INTERCOM BUTTON, CARD 6" CLUSTER VERTICALLY c� -- (D)FRONT ELEVATION E SIDE ELEVATION AT '> x m ¢ READER, ETC. CLUSTER, SEE PLAN MOUNTED, CENTERED _ O (F)SIDE WATER AT cv ¢ w ( BETWEEN PANEL JOINT AT WATER CLOSET WATER CLOSET WATER CLOSET ¢ o \ \ FOR QUANTITY OF EACH CLUSTER). ; � 2 U ° O 00 UJ:D \DOOR LEVER, PULL Lo r FINISH FLOOR 30"X48" CLEAR FLOOR v~ SPACE CENTERED ON i .d / LOW DRINKING FOUNTAIN WASHINGTON SOUARE WALL OUTLET (B)BEVELED CHANGE o " OR 36"X48" IF ALCOVE SPACE G11 IN LEVEL z T m _ ¢ FINISH FLOOR (B)TYPICAL LOCATION FOR POWER AND 48" IS DEEPER THAN 24" TELEPHONE OUTLETS AT WALL OR COLUMN MIN. 30" 9640 SW. WASHINGTON SO RD VERTICAL CHANGES IN LEVEL: = I M (A)TYPAL ICLOCATION FOR LIGHT SWITCHES, DIMMERS, NOTE: E - - _1 • TIGARD, OR 97223 ELECTRICAL RECEPTACLES (15, 20, AND 30 AMPS) CHANGES IN LEVEL GREATER THAN 1/4 EGRESS BUTTONS,THERMOSTATS, ETC. ZI w - INCH (6.4 MM) IN HEIGHT AND NOT MORE SHALL BE AT LEAST 15" ABOVE THE FLOOR. CLEAR CLEAR THAN 1/2 INCH (13MM) MAXIMUM IN * LOCATE DEVICES ON SAME WALL AS I o Z FLOOR ° 00 ? FLOOR ¢ CLEAR SWITCHES AND CONTROLS FOR LIGHTS, APPLIANCES, ° i� �' SPACE SPACE FLOOR HEIGHT SHALL BE BEVELED WITH A SLOPE DOOR UNLESS NOTED OTHERWISE. rn L _ _ I SPACE `r DRAWING NO. NOT STEEPER THAN 1:2. COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE NOT LESS THAN 3 FEET NOR MORE THAN 4 FEET 1 6 TOE 6" _ -- - z ABOVE THE FLOOR. IN. CLEARANCE 6"MAX. MIN. 3-17 6 1 . -2 ,. MAX. MAX. MIN. T =002 4 YPICAL � FIRE ALARM INITIATING DEVICES SHALL BE 48" ABOVE MAX ' SCALE: N.T.S. THE FLOOR, GROUND OR SIDEWALK. KNEE CLEARANCE (G)SIDE ELEVATION AT (H)PLAN AT DRINKING J)PLAN AT DRINKING (K)PLAN AT HI-LOW STROBE (AS APPLICABLE) DRINKING FOUNTAIN FOUNTAIN FOUNTAIN(PARALLEL UNIT DRINKING (FORWARD APPROACH) APPROACH) FOUNTAIN ACC ESS I B I LTY - - - (FORWARD APPROACH) GUIDELINES THERMOSTAT, OR 7'-1 INTERCOM FIRE ALARM 60 CLEAR M N 3'-0" 3'-6„ 1> (SPEAKER/STROBE OR NICHOLAS J. TRICARICO LIGHT SWITCHES, STROBE ONLY) PROJECTIONS FROM WALLS WITH LEADING -- DIMMERS, POWER AND I ® L-0-71 �II ARCHITECT v TELEPHONE RECEPTACLE, m LQF I �`�k- o TRICARICO ARCHITECTURE oc EDGE BETWEEN 27" AND 80" ABOVE ' w ETC — FIRE EXTINGUISHER Lg / ,I- n " FLOOR MAY PROJECT 4" MAXIMUM. z ( .1 x m ' _ / CABINET U io � 1'-3 I \ \ U * AND DESIGN PC LEADING EDGE AT OR BELOW 27" MAY Ec ¢ �" PROJECT ANY AMOUNT. FREE STANDING I ' � � cj' -- - _I a co i� - 8"/ I I ). % y ,� o PROJECTIONS WITH LEADING EDGE it z v FIRE EXTINGUISHER I Lo / I I j / � c I FIRM REGISTRATION NO. LICENSE NO. PI o --CREDENZA OR COUNTER. w r i_ _ BETWEEN 27" AND 80" ABOVE FLOOR MAY x = L - „/� - _. �. AR-0654 AW-26 PROJECT 12” MAX.. PROJECTIONS MAY I � / , REFER TO ¢ \ -7 \t_/- NOT REDUCE MANEUVERING SPACE, OR `r ELEVATION/DETAILS C CD CD FINISH FLOOR CLEAR WIDTH OF AN ACCESSIBLE ROUTE. o w ! -FINISH FLOOR � X HEAD ROOM: 80' MINIMUM. x _ NICHOLAS 1" MIN 6" MAX. — — — V J.TRICARICO 25" MAX. (K)TOILET ROOM *DIMENSION OF 7'-1" (L)TOILET ROOM RIS V KNEE AND TOE CLEARANCE (C)TYPICAL SIDEWALL LOCATION FOR OUTLETS,SWITCHES (D)TYPICAL LOCATION FOR ONE OR TWO MOUNTED FIRE FRONT APPROACH WILL NEED TO INCREASE SIDE APPROACH • IF LAVATORY EXCEEDS WAYNE,NJ AND THERMOSTATS, ETC.AT CREDENZA OR COUNTERTOP ALARM DEVICES/ VISUAL ALARM FEC 20" IN WIDTH 9T�OF O�ti� [3-1 SCALE: N.T.S. 2 SCALE: N.T.S. 1 SCALE: N.T.S. SEAL PROFEs31oNAL SEAL FARCHITECTURAL SPECIFICATIONS: ONS THE CERTIFICATE SHALL BE AIA DOCUMENT 6705, CERTIFICATE OF INSURANCE, NOVEMBER 1978 EDITION. FURNISH TO THE OWNERJAND INC . COPIES OF ANY ENDORSEMENTS THAT ARE SUBSEQUENTLY ISSUED AMENDING COVERAGE OR LIMITS 2. WORK IN THE BUILDING WILL BE PERMITTED DURING THE HOURS AND DAYS ESTABUSHED BY THE BUILDING MANAGEMENT AND OTHERNDITIONS OF THE CONTRACT IS THE AMERICAN INSTITUTE OF ARCHITECTS' AIA DOCUMENT A201 WITH WARBY PARKER. AMENDMENTS, ALTERNATE HOURS AS ARRANGED WITH AND APPROVED BY THE BUILDING MANAGEMENT. 233 EAST- SPRING STREET IONS OF CONSTRUCTION" WHICH IS MADE PART OF THE CONTRACT DOCUMENTS WITH THE SAME FORCE AND EFFECT AS THOUGH SET END OF SECTION 6TH FLOOR FORTH IN FULL AND SHALL APPLY TO ALL PORTIONS OF WORK. 3. THE CONTRACTOR SHALL SCHEDULE DELIVERY OF MATERIALS AND REMOVALS OF DEBRIS WITH THE BUILDING MANAGEMENT. CONTRACTOR NEW YORK, NY 12213 N SECTION 01000 - GENERAL REQUIREMENTS SHALL GIVE ADEQUATE NOTICE OF REQUIREMENTS. O THE CONTRACTOR IS HEREBY SPECIFICALLY DIRECTED, AS A CONDITION OF THE CONTRACT, TO OBTAIN THE NECESSARY NUMBER OF COPIES OF AIA T (646) 5T7-5223 N DOCUMENT A201, WITH WARBY PARKER. AMENDMENTS WITH THE ARTICLES CONTAINED HEREIN, AND TO NOTIFY AND APPRAISE ALL SUBCONTRACTORS AND PART 1 - GENERAL 4. THE CONTRACTOR SHALL NOT ERECT SIGNS. IMMEDIATELY ON DELIVERY, INSPECT SHIPMENTS TO ENSURE COMPLIANCE WITH ANY OTHER PARTIES TO THE CONTRACT OF INDIVIDUALS OR AGENCIES ENGAGED ON THE WORK AS TO ITS CONTENTS. REQUIREMENTS OF CONTRACT DOCUMENTS AND APPROVED SUBMITTALS AND THAT PRODUCTS ARE PROPERLY PROTECTED AND 04 1.01 GENERAL UNDAMAGED, SUPPLEMENTARY CONDITIONS A. EXAMINE PREMISES CAREFULLY AND REPORT IN WRITING ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH ANY 5. TEMPORARY FIELD OFFICE SPACE IN THE CONSTRUCTION AREA SHALL BE PROVIDED BY THE CONTRACTOR. CONTRACTOR SHALL PROVIDE LLJ GENERAL WORK. HIS OWN FURNITURE. THE CONTRACTOR SHALL PROVIDE A TELEPHONE FOR COMMUNICATIONS AND SUBCONTRACTORS' USE. Q THE FOLLOWING SUPPLEMENTS MODIFY, CHANGE, DELETE FROM OR ADD TO THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION% AIA B. THE GENERAL CONDITIONS OF THE CONTRACT, THE AMERICAN INSTITUTE OF ARCHITECTS STANDARD DOCUMENT IA201 'GENERAL 6. THE CONTRACTOR SHALL ARRANGE WITH THE BUILDING MANAGEMENT FOR HIS OWN UTILITY SERVICES INCLUDING ELECTRICAL POWER, Q DOCUMENT A201, 1987 EDITION. WHERE ANY ARTICLE OF THE GENERAL CONDITIONS IS MODIFIED OR ANY PARAGRAPH, SUBPARAGRAPH, CONDITIONS OF THE CONTRACT FOR CONSTRUCTION,' APRIL 1987 EDITION OR MOST CURRENT PUBLISHED EDITION, 14 ARTICLES, WATER AND LIGHTING. THE COST OF HOOK-UP AND DISTRIBUTION SHALL ALSO BE PAID FOR BY THE CONTRACTOR. SERVICES NOT SUB-SUBPARAGRAPH OR CLAUSE THEREOF IS MODIFIED OR DELETED BY THESE SUPPLEMENTS, THE UNALTERED PROVISIONS OF THAT ARTICLE, 24 PAGES AND THE FOLLOWING SUPPLEMENTARY REQUIREMENTS APPLY TO ALL SECTIONS OF THIS SPECIFICATION. AVAILABLE FROM THE BUILDING SHALL BE PROVIDED BY THE CONTRACTOR AT HIS OWN EXPENSE. PARAGRAPH, SUBPARAGRAPH, SUB-SUBPARAGRAPH OR CLAUSE SHALL REMAIN IN EFFECT. C. WHERE "GENERAL AND SUPPLEMENTARY CONDITIONS" SPECIFIED IN THESE DOCUMENTS MODIFY THE AIA GENERAL CONDITIONS, 7. THE CONTRACTOR AND HIS PERSONNEL MAY USE EXISTING TOILET FACILITIES FOR HIS EMPLOYEES. HOWEVER, THE CONTRACTOR IS WHEREVER THE WORK "ARCHITECT" APPEARS IN THE GENERAL CONDITIONS, IT SHALL BE DELETED AND REPLACED WITH 'TRICARICO ARCHITECTURAL AND THEY SHALL TAKE PRECEDENCE. RESPONSIBLE FOR PROTECTING THE EXISTING TOILET FACILITY AND RESTORING IT TO ITS ORIGINAL CONDITION UPON COMPLETION OF THE DESIGN P.C.". JOB' 0. WHERE "GENERAL AND SUPPLEMENTARY CONDITIONS" CLAUSES ARE REPEATED, IT SHALL BE UNDERSTOOD AS CALLING SPECIAL D WHERE ISAGRE[MENTS OCCUR BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, OR WITHIN EITHER DOCUMENT ffSELF OR BETWEEN TRICARICO ARCHITECTURE AND DESIGN PC ARTICLE I - CONTRACT DOCUMENTS ATTENTION TO THEM OR AS A FURTHER QUALIFICATION, AND SHALL NOT BE ASSUMED AS OMITTING ANY FURTHER CLAUSE OF B. THE E ISAGATIONAND THE BUSING RULES AND STANDARDS, THE ITEM OR ARRANGEMENT OF BETTER OUnI DY GREATER QUANTITY OR THE GENERAL CONDITIONS. HIGHER COST SIVA BE INCLUDED IN THE CONTRACT. 502 VALLEY ROAD, W A Y N E, NJ 07470 PARAGRAPH 1.1 BASIC DEFINITIONS T:973-692-0222 F:973-692-0223 E. MAINTAIN ADEQUATE PROTECTION THE WORK FROM DAMAGE AND PROTECT THE OWNER'S PROPERTY AND THE PUBLIC FROM 9CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THE ARCHITECT'S OFFICE 1.1.8 MISCELLANEOUS DEFINITIONS INJURY OR LOSS ARISING IN CONNECTION WITH .THIS WORK. MAKE GOOD ANY SUCH DAMAGE, INJURY OR LOSS, AND ACCEPT T R I C A R I c o.c o M a 4p021 NICHOLAS J. TRICARICO 1.1.8.1 THE TERM "PRODUCT" AS USED IN THE CONTRACT DOCUMENTS INCLUDES MATERIALS, SYSTEMS AND EQUIPMENT. EXCLUSIVE LIABILITY AND HOLD HARMLESS THE OWNER AND ARCHITECT AGAINST INJURIES OR CLAIMS THEREFORE OF ALL MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS, 1.1.8.2 THE "PROJECT MANUAL" IS THE VOLUME WHICH INCLUDES THE BIDDING REQUIREMENTS, SAMPLE FORMS AND CERTAIN OF THE PERSONS AND ANY ALLEGED DAMAGE TO PROPERTY IN CONNECTION WITH THE WORK. ERECT AND MAINTAIN AT ALL TIMES, AS 10. ALL CONSTRUCTION DIMENSIONS AND DETAILS SHALL CONCUR WITH AI�p BE DETERMINED FROM THESE DRAWINGS ONLY. THE GENERAL CONTRACTOR AND/OR ALL CONTRACT DOCUMENTS, SUCH AS CONDITIONS OF THE CONTRACT AND THE SPECIFICATIONS, DIVISION 1 THRU 16. REQUIRED BY THE CONDITIONS AND PROGRESS OF THE WORK, ALL NECESSARY SAFEGUARDS FOR THE PROTECTION OF THE SUB-CONTRACTORS WORKING FROM THESE PLANS AND 1.1.8.3 THE TERMS "SUITABLE," "SATISFACTORY," "ACCEPTABLE," -UNACCEPTABLE," OR WORDS OF SIMILAR INTENT, ARE CONSTRUED TO WORKMEN AND THE PUBLIC. SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION 11. ALL MATERIALS, ASSEMBLIES, FORMS AND METHODS OF CONSTRUCTIONS AND SERVICE EQUIPMENT TO BE INCORPORATED IN THE WORK BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE CD INCLUDE THE PHRASE "AS DETERMINED BY THE ARCHITECT," UNLESS OTHER SPECIFIC REFERENCE IS MADE THEREAT. SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE ASTM SPECIFICATIONS APPLICABLE, AND TO CONFORM TO THE 004 1.1.8.4 THE TERMS "APPROVAL,' "FOR APPROVAL," "CONSENT," 'REVIEW", OR WORDS OF SIMILAR INTENT, ARE CONSTRUED TO INCLUDE F. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF ALL MUNICIPAL STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES ACI, AIBC, ETC. , WHERE APPLICABLE. ALL MATERIALS NOTAA PEAR CORRECT, ADD IF PROPERLYORMEASUREMENTS E DO O THE PHRASE 'OF THE ARCHITECT", UNLESS OTHER SPECIFIC REFERENCE IS MADE THEREOF. CODES AND STATE LAYS OR REGULATIONS. NOTHING IN THESE PLANS OR SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT ( ) WORK NOT CONFORMING TO THESE CODES. IN CASES WHERE CODE REQUIREMENTS DIFFER, THE MORE STRINGENT CODE SHALL INCORPORATED INTO THE WORK SHALL BE NEW AND SHALL COMPLY WITH THE LOCAL CODE REQUIREMENTS. CORRECTLY TO THE INDICATED SIZE. 0 1.1.8.5 THE TERM "PROVIDE' MEANS TO FURNISH AND INSTALL, COMPLETE AND IN PLACE, INCLUDING ALL ACCESSORIES, FINISHES, TESTS TAKE PRECEDENCE. AND SERVICES AS REQUIRED TO RENDER THE ITEM SO SPECIFIED COMPLETELY READY FOR USE. 12. CONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, O 1.1.8.6 THE TERM "FURNISH' MEANS PROCUREMENT OF FABRICATION OF MATERIALS, EQUIPMENT OR COMPONENTS, OR THE G. INDEMNITY BREAKAGES, COLLAPSE, DISTDRTIONS AND OFF-ALIGNMENT0 ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. ENGINEER PERFORMANCE OF SERVICES TO THE EXTENT INDICATED. WHERE USED IN RESPECT TO MATERIALS, EQUIPMENT, OR COMPONENTS, THE TERM SHALL INCLUDE DELIVERY TO PROJECT SITE BUT IS NOT INTENDED TO INCLUDE THE INSTALLATION OF THE ITEM, EITHER TEMPORARY PROVISION MUST BE MADE TO INSURE THE "HOLD HARMLESS AGREEMENT" WHICH READS AS FOLLOWS: 13. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES, ORDINANCES, RULES AND REGULATIONS PERTAINING TO OR FINAL. LABOR AND MATERIALS. u 1.1.8.7 THE TERM "INSTALL" MEANS THE PLACEMENT OF MATERIALS, EQUIPMENT, OR COMPONENT INCLUDING THE RECEIVING, 1. THE CONTRACTOR HEREBY AGREES TO INDEMNIFY AND SAVE HARMLESS THE OWNER, BUILDING MANAGEMENT AND ARCHITECT FROM AND 14. ALL NOTES HEREIN MENTIONED WITH THOSE OF THE VARIOUS DRAWINGS SHALL APPLY TO ALL DRAWINGS AND FORM PART OF THE a UNLOADING, TRANSPORTING, STORAGE AND INSTALLING, AND THE PERFORMANCE OF SUCH TESTING AND FINISH WORK AS IS AGAINST ALL LIABILITY CLAIMS AND DEMANDS ON ACCOUNT OF INJURY TO PERSONS INCLUDING DEATH RESULTING THEREFROM AND CONTRACT. COMPATIBLE WITH THE DEGREE OF INSTALLATION SPECIFIED. DAMAGE TO PROPERTY ARISING OUT OF THE PERFORMANCE OF THESE CONTRACT DOCUMENTS BY THE CONTRACTOR'S PROPERTY. THE Lr CONTRACTOR SHALL, AT HIS OR ITS OWN EXPENSE, DEFEND ANY AND ALL ACTIONS AT LAW BROUGHT AGAINST THE OWNER AND THE 15. EACH CONTRACTOR WILL BE HELD STRICTLY RESPONSIBLE FOR HIS WORK. ANY DISCREPANCIES IN THE PLANS OR DETAILS SHALL BE ARTICLE 2 - OWNER SAME OWNER'S REPRESENTATIVE ABOVE AND SHALL PAY ALL ATTORNEY'S FEES AND ALL EXPENSES, AND PROMPTLY DISCHARGE ANY JUDGMENTS ARISING THEREFROM. THESE CONDITIONS SHALL ALSO APPLY TO ANY SUBCONTRACTED OPERATIONS. CALLED TO THE ATTENTION OF THE ARCHITECT. PARAGRAPH 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER 2. THE CONTRACTOR SHALL SECURE AND PROTECT THE WORK AND SHALL BEAR AND BE LIABLE FOR, AND SHALL REPAIR AND REPLACE ALL 16. ALL MATERIALS, ASSEMBLIES, FORMS AND METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT SHALL MEET THE FOLLOWING 2.2.5 THE OWNER WILL FURNISH THE CONTRACTOR WITH THREE (3) COPIES OF WRITTEN MATERIAL AND ONE (1) REPRODUCIBLE SET OF LOSS AND DAMAGE OF ANY KIND WHICH MAY HAPPEN TO THE WORK AT ANY TIME PRIOR TO THE FINAL COMPLETION AND ACCEPTANCE REQUIREMENTS: DRAWINGS AT NO COST. THEREOF FROM ANY CAUSE WHATSOEVER, AND THE OWNER AND ARCHITECT WILL NOT, IN ANY MANNER, BE ANSWERABLE OR A IT SHALL HAVE BEEN ACCEPTED PRIOR TO THE EFFECTIVE DATE OF THE CODE. RESPONSIBLE FOR ANY LOSS OR DAMAGE THAT SHALL HAPPEN TO THE WORK OR ANY PART THEREOF, NOR FOR ANY MATERIALS, ARTICLE 3 - CONTRACTOR EQUIPMENT, TOOLS, PLANT, FACILITIES OR OTHER THINGS THAT MAY BE EMPLOYED THEREIN OR PLACED UPON THE PREMISES BY THE B. IT SHALL HAVE BEEN ACCEPTED FOR USE UNDER THE PRESCRIBED CODE TEST METHODS BY THE COMMISSIONER, OR PARAGRAPH 3.1 (; CONTRACTOR, THE LATTER BEING SOLELY RESPONSIBLE THEREFORE UNTIL THE WORK HAS BEEN FULLY ACCEPTED BY THE OWNER. 3.1.4 ITIS THEE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY, IF AVAILABLE, OF THE BUILDING RULES AND REGULATIONS, AND TO 3. THE CONTRACTOR HEREBY AGREES, i0 THE EXTENT PERMITTED BY LAW, TO ASSUME THE ENTIRE RESPONSIBILITY AND LIABILITY FOR AND C. IT SHALL HAVE BEEN APPROVED BY THE BOARD OF STANDARDS AND APPEALS. INCLUDE THE TERMS OF THESE AS PAR TO THEIR CONTRACT FOR CONSTRUCTION. THE CONTRACTOR MUST NOTIFY THE ARCHITECT AND DEFENSE OF AND TO PAY AND INDEMNIFY THE OWNER AND THE ARCHITECT (COLLECTIVELY THE 'INDEMNITIES') AGAINST ANY LOSS, 17. ALL MATERIALS OR ASSEMBUES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY WITH LOCAL CODES AND REQUIREMENTS. PROJECT NUMBER DATE: OWNER IN WRITING OF ANY INCONSISTENCY BETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES AND REGULATIONS PRIOR EXPENSE OR UABIUTY AND WILL HOLD EACH OF THEM HARMLESS FROM ANY PAY, ANY LOSS, DAMAGE, COST OR EXPENSE (INCLUDINGrf �] CCC TO COMMENCEMENT OF ANY WORK. WITHOUT LIMITATION, JUDGMENTS, ATTORNEYS FEES, COURT COSTS AND THE COST OF APPELLATE PROCEEDINGS), WHICH THE INDEMNITIES 18. ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT All TIMES. 200328 03.25.2021 0 PARAGRAPH 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY THE CONTRACTOR (COLLECTIVELY OR INDIVIDUALLY) INCUR BECAUSE OF INJURY TO OR DEATH OF ANY PERSON OR ON ACCOUNT OF DAMAGE TO PROPERTY, DRAWN BY: CHECK 8Y INCLUDING LOSS OF USE THEREOF, OR ANY OTHER CLAIM ARISING OUT OF, IN CONNECTION WITH OR AS A CONSEQUENCE OF THE 19. FINISH FLOORING IN ALL EXITS SHALL BE OF NON-COMBUSTIBLE MATERIALS. 2 3.2.2 THE CONTRACTOR'S REPORT TO THE ARCHITECT OF ANY ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS SHALL PERFORMANCE OF THE WORK, AND/OR ANY ACT OR OMISSION OF THE CONTRACTOR OR ANY OF ITS SUBCONTRACTORS, OFFICERS, KL KS Q BE IN WRITING. DIRECTORS, EMPLOYEES, AGENTS OR ANYONE DIRECTLY DR INDIRECTLY EMPLOYED BY THE CONTRACTOR OR ANYONE WHOSE ACTS THE 20. ILLUMINATION OF AT LEAST 5-FOOT CANDLES MEASURED AT THE FLOOR LEVEL SHALL BE MAINTAINED CONTINUOUSLY IN EXITS AND THBR F CONTRACTOR MAY BE LIABLE AS IT RELATES TO THE SCOPE OF THIS CONTRACT. HOWEVER, NOTHING HEREIN CONTAINED SWILL REQUIRE ACCESS FACILITIES. THESE DRAWINGS WERE PARAGRAPH 3.4 LABOR AND MATERIALS THE CONTRACTOR TO PROVIDE INDEMNIFICATION AGAINST THE PROPORTION OF ANY LIABILITY FOR CLAIMS WHICH ARE PROVEN TO HAVE COMPLETED UNDER THE NJT L ARISEN FROM THE NEGLIGENCE OF THE PARTY ASKED TO BE DEFENDED, INDEMNIFIED OR HELD HARMLESS. CONTRACTOR WILL 21. EXIT LIGHTING SHALL BE ON CIRCUITS THAT ARE SEPARATE FROM ANY OTHER CIRCUITS, TAKEN OFF AHEAD OF THE AWN SWITCH. PURCHASE AND MAINTAIN SUCH INSURANCE AS WILL PROTECT IT FROM ANY COSTS AND EXPENSES RELATING TO THE FOREGOING, DIRECT SUPERVISION OF: CECE 3.4.2 THE ARCHITECT WILL PROMPTLY REPLY IN WRITING TO THE CONTRACTOR STATING WHETHER THE OWNER OR THE ARCHITECT, AFTER INCLUDING, WITHOUT LIMITATION, CONTRACTUAL COVERAGE COVERING THE FOREGOING INDEMNITY, AND SHALL PROVIDE THE OWNER WITH 22. WHERE REQUIRED, LOCATION OF EVERY EXIT SHALL BE CLEARLY INDICATED BY EXIT SIGNS, PLACED, IF REQUIRED, AT AN ANGLE WITH DUE INVESTIGATION, RAS REASONABLE OBJECTION TO ANY SUCH PROPOSAL. IF ADEQUATE DATA ON ANY PROPOSED MANUFACTURER OR CERTIFICATES EVIDENCING SAME IN THE FORM ANNEXED HERETO. THE EXIT OPENING. INSTALL DIRECTIONAL SIGNS TO SERVE AS GUIDE FROM ALL PORTIONS OF THE CORRIDOR OR FLOOR, SIGNS SHALL REVISION LOGS INSTALLER IS NOT AVAILABLE, THE ARCHITECT MAY STATE THAT ACTION WILL BE DEFERRED UNTIL THE CONTRACTOR PROVIDES FURTHER BE ON SEPARATE CIRCUITS, TAKEN OFF AHEAD OF THE MAIN SWITCH. _ DATA FAILURE OF THE OWNER OR ARCHITECT TO REPLY PROMPTLY SHALL CONSTITUTE NOTICE OF NO REASONABLE OBJECTION. FAILURE TO H. INSURANCE TO BE PROVIDED BY THE CONTRACTOR ISSUED FOR CHECK SET 3.25.21 Z 23. EXIT SIGNS SHALL BE INTERNALLY LIGHTED, HAVING AN INITIAL BRIGHTNESS OF THE LETTERS OF AT LEAST 25' LAMBERT. LETTERS OBJECT TO A MANUFACTURER SHALL NOT CONSTITUTE A WAIVER OF ANY OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, AND ALL -- - ---- --------� ""�--� _-�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�GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE PROJECT EXECUTION AND COMPLETION OF THE WORK WHICH ARE THE STAIRS FROM THE OUTDOORS AT THE STREET LEVEL3. THE CONTRACTOR SHALL NOT COMMENCE WORK UNDER THIS CONTRACT UNTIL IT HAS OBTAINED ALL OF THE INSURANCE REFERRED TO J CUSTOMARILY SECURED AFTER EXECUTION OF THE CONTRACT AND WHICH ARE LEGALLY REQUIRED AT THE TIME THE BIDS ARE RECEIVED; ALL __-- -- COSTS FOR THESE PERMITS, FEES, LICENSES AND INSPECTIONS SHALL BE INCLUDED IN THE BID. HEREIN AND THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL BE REQUIRED TO MAINTAIN THE FOLLOWING INSURANCE IN AMOUNTS NOT 28. PIPE SPACE AND WALL FURRINGS SHALL CONSIST OF METAL CHANNELS AND 5/B" GYPSUM WALLBOARD, EXCEPT AS OTHERWISE SHOWN, LESS THAN THOSE SPECIFIED BELOW: PARAGRAPH 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULE A. WORKERS COMPENSATION IN ACCORDANCE WITH THE LAWS OF THE STATE WITH JURISDICTION. 29. ALL COMBUSTIBLE FLOORING TO HAVE FLAME SPREAD RATING IN ACCORDANCE WITH BOCA '93. EMPLOYER'S LIABILITY INSURANCE IN AN AMOUNT NOT LESS THAN =100,000 30. THE BATHROOM SIDE OF PARTITIONS SHALL BE 5/8" WATER RESISTANT GYPSUM WALLBOARD OR BACKER BOARD, IF ROOM IS TO RECEIVE B. . 3.10.21NITIAL SUBMITTAL OF THE PROGRESS SCHEDULE SHALL BE WITHIN ENE (5) WORKING DAYS OF RECEIPT OF NOTICE OF AWARD OF THE TILE OR STONE. CONTRACT. C. COMPREHENSIVE GENERAL LIABIULY/UMBRELLA LIABILITY FOR: 31. VENTILATION SHAFT WALLS SHALL BE AS FOLLOWS: ONE LAYER OF 5/8" FIRE CODE GYPSUM WALL BOARD EACH SIDE OVER 1" GYPSUM PARAGRAPH 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES (1)BODILY INJURY LIABILITY INSURANCE COREBOARD; TOTAL WIDTH TO BE 2-1/4". INSTALLATION AS RECOMMENDED BY MANUFACTURER. --- 32. ALL DUCT SHAFTS OFFSETS SHALL BE ENCASED WITH 2-HOUR FIRE RATED MATERIAL. ---- ---- ------- -- - - ----- 3.10.10 REFER TO GENERAL REQUIREMENTS FOR ADDITIONAL PROVISIONS ON THIS SUBJECT. (2)PROPERTY DAMAGE LIABILITY 3.12.11 THE CONTRACTOR SHALL PREPARE AND SUBMIT A SCHEDULE LISTING DATES FOR SUBMISSION AND DATES RENEWED SHOP DRAWINGS, 33. ALL PERMITS ISSUED BY THE DEPARTMENT OF BUILDINGS SHALL BE POSTED IN A CONSPICUOUS PLACE OPEN FOR PUBUC INSPECTION -- ------- -- ----- PRODUCT DATA AND SAMPLES REQUIRED BY THE SPECIFICATIONS ARE NEEDED. THIS SCHEDULE SHALL BE SUBMITTED WITHIN FIVE (5) WITH LIMITS OF $1,000,000/15,000,000 COMBINED SINGLE UNIT EACH OCCURRENCE, INCLUDING, BUT NOT LIMITED TO,COMPREHENSIVE FOR THE ENTIRE TIME OF THE CONSTRUCTION AND THE USE AND OPERATION OF THE EQUIPMENT OR UNTIL THE EXPIRATION OF THE WORKING DAYS OF THE RECEIPT OF NOTICE OF AWARD OF THE CONTRACT. FORM PREMISES - OPERATIONS, EXPLOSION AND COLLAPSE HAZARD, PRODUCTS/COMPLETED OPERATIONS HAZARD (2 YEARS' EXTENSION PERMIT. - - --- ---- - - - - -- BEYOND COMPLETION OF PROJECT), CONTRACTUAL COVERAGE (INCLUDING COVERAGE FOR THE INDEMNITY CLAUSES PROVIDED UNDER THIS CONTRACT), BROAD FORM PROPERTY DAMAGE, INDEPENDENT CONTRACTORS, PERSONAL INJURY (EMPLOYEES EXCLUSION DELETED) AND 'X,' 34. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DRAWINGS ARE NOT TO BE SCALED. PARAGRAPH 3.14 CUTTING AND PATCHING OF WORK 'C' AND 'U' EXCLUSIONS DELETED. ALL WORK SHALL BE LAID OUT BY DIMENSIONS. LAYOUT TO BE APPROVED BY ARCHITECT AND WARBY PARKER PRIOR TO PROCEEDING WITH THE WORK. 3.14.3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY EXISTING CONDITIONS DISTURBED BY HIS WORK, WHETHER OR (3)COMPREHENSNE AUTOMOBILE LIABILITY NOT INDICATED IN THE CONTRACT DOCUMENTS. THE COSTS FOR SUCH RESTORATION SHALL BE INCLUDED IN THE CONTRACT SUM AND BE 35. DEFINITIONS PERFORMED BY WORKERS SKILLED IN THE TRADE OF WORK AFFECTED. COMPREHENSIVE, OWNED, HIRED, NON-OWNED WITH UNITS $500,0130 COMBINED SINGLE LIMIT EACH OCCURRENCE. A INDICATED: SHOWN ON DRAWINGS BY NOTES, GRAPHICS OR SCHEDULES, OR WRITTEN INTO OTHER PORTIONS OF CONTRACT PARAGRAPH 3.15 CLEANING UP 4 THE CONTRACTOR SHALL VERIFY THAT THESE REQUIREMENTS ARE ACCEPTABLE TO THE OWNER. IF NOT, THEY SHALL OBTAIN DOCUMENTS. TERMS SUCH AS "SHOWN," "NOTED," "SCHEDULED' AND "SPECIFIED" HAVE SAME MEANING AS "INDICATED," AND O ARE USED TO ASSIST THE READER IN LOCATING PARTICULAR INFORMATION. 3.15.3 REFER TO THE GENERAL REQUIREMENTS FOR ADDRIONAL PROVISIONS ON THIS SUBJECT. INSURANCE COVERAGE IN ACCORDANCE WITH THEIR REQUIREMENTS. ARTICLE 9 - PAYMENTS AND COMPLETION 4. THE ABOVE INSURANCE SHALL, WITHOUT LIABILITY ON THE PART OF THE OWNER FOR PREMIUMS THEREOF, INCLUDE THE FOLLOWING: B. DIRECTED, REQUESTED, APPROVED, ACCEPTED, ETC.: THESE TERMS IMPLY "BY THE ARCHITECT" UNLESS OTHERWISE INDICATED, PARAGRAPH 9.2 SCHEDULE Of VALUES A. ENDORSEMENT AS ADDITIONAL INSURERS OF: C. REVIEWED BY ARCHITECT: IN NO CASE RELEASES CONTRACTOR FROM RESPONSIBILITY TO FULFILL REQUIREMENTS OF CONTRACT WASHINGTON SQUARE DOCUMENTS. 9.2.2 REFER TO DIVISION 1 -SUBMITTALS FOR ADDITIONAL PROVISIONS ON THIS SUBJECT. B(1. OWNER, ARCHITECT AND THEIR PARTNERS, DIRECTORS, OFFICERS, EMPLOYEES, AGENTS AND REPRESENTATIVES; AND D. PROJECT SITE: SPACE AVAILABLE TO CONTRACTOR AT LOCATION OF PROJECT, EITHER EXCLUSIVELY OR TO BE SHARED WITH SPACE 211 PARAGRAPH 9.3 APPLICATIONS FOR PAYMENT (2. ALL OTHER INDEMNITIES NAMED IN THE CONTRACT. SEPARATE CONTRACTORS, FOR PERFORMANCE OF WORK. ABBREVIATIONS 9640 SW. WASHINGTON SO RD FURNISH: AND D 9.3.1.3 THE FORM OF APPUCATION FOR PAYMENT SHALL BE AIA DOCUMENT G7D2 "APPLICATION AND CERTIFICATE FOR PAYMENT', MAY 1983 C. THIRTY (30) DAY PRIOR NOTICE OF CANCELLATION TO EACH NAME INSURED; ANO E SUBSEQUENTUPPLY REQUIREMEMSJVER TO PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY INSTALLATION AND SIMILAR TIGARD, OR 97223 EDITION, SUPPORTED BY AIA DOCUMENT G703, CONTINUATION SHEET, APRIL 1978 EDITION. 9.3.1.4 UNIT THE WORK IS SUBSTANTIALLY COMPLETE, THE OWNER WILL PAY NINETY PERCENT (90%) OF THE AMOUNT DUE THE CONTRACTOR D. WAIVER OF SUBROGATION F. INSTALL: OPERATIONS AT PROJECT SITE, INCLUDING UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, ACT ACOUSTICAL TILE CLG. MAX. MAXIMUM ON ACCOUNT OF PROGRESS PAYMENTS. APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING AND SIMILAR OPERATIONS. ALUM. ALUMINUM MFG. MANUFACTURER 9.3.1.5 WITH THE SECOND APPLICATION FOR PAYMENT, AND WITH EACH APPLICATION THEREAFTER, THE CONTRACTOR SHALL FURNISH 5. THE ABOVE POLICIES SHALL BE ENDORSED TO CONTAIN THE FOLLOWING WORDING VERBATIM: A.F.F. ABOVE FINISH FLOOR MIN. MINIMUM WAIVERS OF LENS IN THE AMOUNT OF THE PREVIOUS CERTIFICATE FOR PAYMENT. G. PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE. Bp BOARD DRAWING NO. "OWNER IS INTERESTED IN THE MAINTENANCE OF THIS INSURANCE AND IT IS AGREED THAT THIS INSURANCE WILL NOT BE CANCELED, BLDG. BUILDING N/A MISCELLANEOUS PARAGRAPH 9.8 SUBSTANTIAL COMPLETION MATERIALLY CHANGED OR NOT RENEWED WITHOUT AT LEAST THIRTY (30) DAYS' ADVANCE WRITTEN NOTICE TO THE OWNER AND THE OTHER H. INSTALLER: ENTITY (FIRM OR PERSON) ENGAGED TO INSTALL WORK, BY CONTRACTOR, SUBCONTRACTOR DR N/A NOT APPLICABLE ADDITIONAL INSURERS AS SO REQUESTED IN WRITING, THE CONTRACTOR HEREBY AGREES, TO THE EXTENT PERMITTED BY LAW, TO SUB-SUBCONTRACTOR. INSTALLERS ARE REQUIRED TO BE SKILLED EXPERTS IN WORK THEY ARE ENGAGED TO INSTALL. BOT, BOTTOM N.I.C. NOT IN CONTRACT 9.8.2 THE PAYMENT SHALL BE SUFFICIENT TO INCREASE THE TOTAL PAYMENTS TO NINETY-FIVE PERCENT (95%) OF THE ASSUME THE ENTIRE RESPONSIBILITY AND LIABILITY FOR AND DEFENSE OF AND TO PAY AND INDEMNIFY THE OWNER FOR THE PROJECT Q CENTERLINE TiiiiiiiiiiiO03 CONTRACT SUM, LESS SUCH AMOUNTS AS THE ARCHITECT SHALL DETERMINE FOR ALL INCOMPLETE WORK AND UNSETTLED CWMS. AND THE ARCHITECT (COLLECTIVELY THE 'INDEMNITIES") AGAINST AM LOSS, EXPENSE OR LIABILITY AND WILL HOLD EACH OF THEA I. OVERLAPPING/CONFLICTING REQUIREMENTS: MOST STRINGENT (GENERALLY MOST COSTLY) APPLIES AND WILL BE ENFORCED, CLG. CEILING N.T NUMBER HARMLESS FROM ANY PAY, ANY LOSS, JUDGMENTS, ATTORNEYS FEES, COURT COSTS AND THE COST OF APPELLATE PROCEEDINGS), WHICH UNLESS MORE DETAILED LANGUAGE WRITTEN DIRECTLY INTO CONTRACT DOCUMENTS CLEARLY INDICATES THAT A LESS STRINGENT N.T.S. NOT TO SCALE PARAGRAPH 9.10 FINAL COMPLETION AND FINAL PAYMENT THE INDEMNITIES (COLLECTIVELY OR INDMOUALLY) INCUR BECAUSE OF INJURY TO OR DEATH OF ANY PERSON OR ON ACCOUNT OF REQUIREMENT IS ACCEPTABLE. REFER UNCERTAINTIES TO ARCHITECT FOR DECISION BEFORE PROCEEDING. CMU CONCRETE MASONRY UNIT O.C. ON CENTER DAMAGE TO PROPERTY. INCLUDING LOSS OF USE THEREOF, OR ANY OTHER CLAIM ARISING OUT OF, IN CONNECTION WITH OR AS A COL. COLUMN OPP. OPPOSITE 9.10.2.1 THE CONTRACTOR SHALL SECURE ALL FINAL INSPECTION PERMITS AND ATTACH THEM TO HIS FINAL APPLICATION FOR PAYMENT. CONSEQUENCE OF THE PERFORMANCE OF THE WORK, AND/OR ANY ACT OR OMISSION OF THE CONTRACTOR OR ANY OF ITS J. ABBREVIATIONS, PLURAL WORDS: ABBREVIATIONS, WHERE NOT DEFINED IN CONTRACT DOCUMENTS, WILL BE INTERPRETED TO CONC. CONCRETE PLYWD. PLYWOOD SUBCONTRACTORS, OFFICERS, DIRECTORS, EMPLOYEES, AGENTS OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THE CONTRACTOR OR MEAN THE NORMAL CONSTRUCTION INDUSTRY TERMINOLOGY, DETERMINED BY RECOGNIZED GRAMMATICAL RULES, BY THE CONT. CONTINUOUS ANYONE WHOSE ACTS THE CONTRACTOR MAY BE LIABLE AS IT RELATES TO THE SCOPE OF THIS CONTRACT. HOWEVER, NOTHING HERON ARCHITECT. PLURAL WORDS WALL BE INTERPRETED AS SINGULAR AND SINGULAR WORDS WILL BE INTERPRETED AS PLURAL PTD. PAINTED SPECIFICATIONS ARTICLE 11 - INSURANCE CONTAINED SHALL REQUIRE THE CONTRACTOR TO PROVIDE INDEMNIFICATION AGAINST THE PROPORTION OF ANY LIABILITY FOR WINS WHICH WHERE APPLICABLE FOR CONTEXT OF CONTRACT DOCUMENTS. DCB DESIGN CHANGE BULLETIN P.O.S. POINT OF SALE ARE PROVEN TO HAVE ARISEN FROM THE NEGLIGENCE OF THE PARTY ASKED TO BE DEFENDED, INDEMNIFIED OR HELD HARMLESS. DIA. DIAMETER RAD. RADIUS PARAGRAPH 11.1 CONTRACTOR'S LIABILITY INSURANCE CONTRACTOR WILL PURCHASE AND MAINTAIN SUCH INSURANCE AS WILL PROTECT IT FROM ANY COSTS AND EXPENSES RELATING TO THE K. CONTRACT DOCUMENTS: REQUIREMENTS OF THE WORK ARE CONTAINED IN THE CONTRACT DOCUMENTS AND INCLUDE DIFF. DIFFUSER REQ'D. REQUIRED FOREGOING, INCLUDING, WITHOUT UMITATION, CONTRACTUAL COVERAGE COVERING THE FOREGOING INDEMNITY, AND SHALL PROVIDE THE CROSS-REFERENCE THEREIN TO PUBLISH INFORMATION, WHICH IS NOT NECESSARILY BOUND THEREWITH. NICHOLAS J. TRICARICO 11.1.1.4 LIABILITY INSURANCE SHALL INCLUDE ALL MAJOR DIVISIONS OF COVERAGE AND BE ON A COMPREHENSIVE BASIS INCLUDING: OWNER WITH CERTIFICATES EVIDENCING SAME." 1.03PROJECT COORDINATION CIM(S) DIMENSION(S) REV. REVISED / REVISION 1. PREMISES OPERATION (INCLUDING X-C/U AS APPLICABLE}. A THE CONTRACTOR SHALL: DWG.(S) DRAWING(S) RM. ROOM ARCHITECT _. 1.02 SUMMARY OF WORK __--- "- ----- DN. DOWN R0. ROUGH OPENING 2. INDEPENDENT CONTRACTORS PROTECTIVE. A. THE WORK OF THIS CONTRACT COMPRISES THE RENOVATION OF THE SPACE FOR THE PROJECT REFERENCED ON THE COVER 1. COORDINATE WORK OF HIS OWN EMPLOYEES. DEPT. DEPARTMENT SIM. SIMILAR TRICARICO ARCHITECTURE 3. PRODUCTS AND COMPLETED OPERATIONS. SHEET OF THE CONTRACT DOCUMENTS. 2. EXPEDITE HIS WORK TO ENSURE COMPLIANCE WITH SCHEDULES. ELEC. ELECTRICAL S.F. SQUARE FOOT AND DESIGN PC ELEV. ELEVATION SHT. SHEET 4. PERSONAL INJURY UABILITY WITH EMPLOYMENT EXCLUSION DELETED. B. THE CONSTRUCTION SCHEDULE AND OPERATIONS SHALL BE SUBJECT TO APPROVAL OF THE OWNER AND THE BUILDING 3. COORDINATE AND SCHEDULE HIS WORK WITH THAT OF OTHER CONTRACTORS AND WITH WORK BY THE OWNER. EQ. EQUAL S.S. STAINLESS STEEL FIRM REGISTRATION NO. LICENSE NO. MANAGEMENT. STO. STORAGE C. CONTRACTOR'S USE OF PREMISES 4. NOT RESTRICT ACCESS TO THE BUILDING DURING HOURS OF OPERATION. PROVIDE ADEQUATE PROTECTION OF THE PUBLIC FROM EXIST. EXISTING AR-0654 ARI-26 5. CONTRACTUAL - INCLUDING SPECIFIED PROVISION FOR CONTRACTOR'S OBLIGATION UNDER PARAGRAPH 4.18. STL STEEL CONSTRUCTION ACTIVITIES. MAINTAIN PEDESTRIAN RIGHT-OF-WAY ON PUBLIC SIDEWALKS. FIN. FINISHED 6. OWNER, NON-OWNED AND HIRED MOTOR VEHICLES. 1. CONTRACTOR SHALL LIMIT HIS USE OF THE PREMISES FOR WORK AND FOR STORAGE TO THE AREA DESIGNATED BY BUILDING SUSP. SUSPENDED F.R.T. FIRE RETARDANT MANAGEMENT. B. CONSTRUCTION ORGANIZATION AND START-UP T.O.D. TO BE DETERMINED ,- TURN. FURNISHED 7. BROAD FORM PROPERTY DAMAGE INCLUDING COMPLETED - TEL. TELEPHONE NICHOLAS Li 2. EACH CONTRACTOR ASSUMES RESPONSIBILITY FOR THE PROTECTION AND SAFEKEEPING OF HIS MATERIALS STORED AT THE SITE. THE ARCHITECT SHALL ESTABLISH ON-SITE ONES OF AUTHORITY AND COMMUNICATIONS, INCLUDING THE FOLLOWING: GA. GAUGE OPERATIONS. THK. THICK I J.TRICARICO Q G.C. GENERAL CONTRACTOR 3. THE CONTRACTOR IS ADVISED THAT LIMITED STORAGE SPACE IS AVAILABLE IN THE SPACE TO BE RENOVATED. 1. SCHEDUUNG AND CONDUCTING A PRE-CONSTRUCTION MEETING AND PROGRESS MEETINGS. GYP. BD. GYPSUM WALL BOARD TGC. TENANT'S GENERAL CONTRACTOR ARI-2608 U 8. AMOUNT OF COVERAGE SHALL NOT BE LESS THAN REQUIRED BY THE BUILDING MANAGEMENT. I TEMP. TEMPERED D. WORK RELATED REQUIREMENTS 2. ESTABLISHING PROCEDURES FOR TRANSMITTAL OF INTRA-PROJECT COMMUNICATIONS. IT.M. HOLLOW METAL TYp. TYPICAL WAYNE,NJ 11.1.4.1 FURNISH ONE COPY EACH OF CERTIFICATES IF INSURANCE HEREIN REQUIRED FOR EACH COPY OF THE AGREEMENT WHICH SHALL J, 17 SPECIFICALLY SE FORTH EVIDENCE OF ALL COVERAGE REQUIRED BY SUBPARAGRAPHS 11.1.1, 11.1.2 AND 11.1.3. THE FORM OF 1. MOVEMENT OF WORKMEN AND MATERIALS INTO THE BUILDING WILL BE ALONG ROUTES AND AT TIMES AS DIRECTED AND RESTRICTED BY HT. HEIGHT V.C.T. VINYL COMPOSITION TILES 'yI, 0 THE BUILDING MANAGEMENT. 3. INTERPRETING CONTRACT DOCUMENTS AND ASSISTING IN RESOLUTION OF QUESTIONS OR CONFUCTS WHICH MAY ARISE. IN. INCH, V.I.F. VERIFY IN FIELD FQ}'(�(ZF' LEV. LEVEL W.C. WATER CLOSET L.L. LANDLORD W/O WITHOUT SEAL PROFESSIONAL SEAL ARCHITECTURAL SPECIFICATIONS: JAN 1. EXECUTE CLEANING, DURING PROGRESS OF THE WORK AND AT COMPLETION OF THE WORK, AS REQUIRED BY C. RELATED WORK OF OTHER SECTIONS D GENERAL CONDITIONS. H. THREADED CONNECTIONS SHALL BE MADE UP TIGHT SO THAT THREADS ARE ENTIRELY CONCEALED. ABUTTING BARS 233 EAST SPRING STREET 1.04SUBMITTALS 1. ROUGH & FINISH CARPENTRY 06100 SHALL BE SHOULDERED AND HEADED, DOWELED AND PINNED. SMALL BARS SHALL PASS THROUGH LARGER BARS AND 6TH FLOOR N 2. CONDUCT CLEANING AND DISPOSAL OPERATIONS TO COMPLY WITH CODES, ORDINANCES AND REGULATIONS. BE PINNED. RIVET, BOLTS AND SCREW HEADS SHALL BE FLAT AND COUNTERSUNK IN EXPOSED WORK AND ELSEWHERE NEW YORK, NY 10013 p A. GENERAL: SUBMIT SHOP DRAWINGS, PRODUCT DATA AND SAMPLES AS REQUIRED BY THE CONTRACT DOCUMENTS. 2. CABINETWORK/WOODWORK 06400 AS REQUIRED. REMOVABLE MEMBERS SHALL CAREFULLY MACHINED AND FITTED AND SECURED, BY MEANS OF SCREWS T (646) 5T7-5223 N B. MATERIALS AND BOLTS OF PROPER SIZE AND APPROVED SPACING. B. SHOP DRAWINGS: DRAWINGS SHALL BE PRESENTED IN A CLEAR AND THOROUGH MANNER. DETAILS SHALL BE 3. GLASS, GLAZING AND MIRROR 08800 N IDENTIFIED BY REFERENCE TO DETAILS SHOWN ON THE CONTRACT DRAWINGS. 1. USE ONLY THOSE CLEANING MATERIALS AND METHODS RECOMMENDED BY THE MANUFACTURER OF THE SURFACE L BOLTS, BRACKET, SLEEVES AND OTHER ITEMS EMBEDDED IN CONCRETE SHALL BE GALVANIZED. MATERIAL TO BE CLEANED, 4. GYPSUM DRYWALL 09250 O C. PRODUCT DATA: EACH COPY SHALL BE CLEARLY MARKED TO: J.EXCEPT WHERE OTHERWISE SPECIFIED FOR A PARTICULAR ITEM OF WORK OR BUILT-IN WORK, METAL WORK SHALL BE 2. USE CLEANING MATERIALS ONLY ON SURFACES RECOMMENDED BY THE CLEANING MATERIAL MANUFACTURER. 5. MECHANICAL EQUIPMENT 15010 THRU 15900 FASTENED TO SOUD MASONRY WITH EXPANSION BOLTS OR WITH RAWL PLUGS AND TO HOLLOW BLOCK WITH TOGGLE H 1. IDENTIFY PERTINENT PRODUCTS. BOLTS. FASTENING TO WOOD PLUGS OR BOLTS SHALL BE DRILLED TO THE EXACT DIAMETER OF THE PLUG OR BOLT, Q C. DURING CONSTRUCTION 6. ELECTRICAL EQUIPMENT 16010 THRU 16930 USING A ROTARY DRILL FOR CONCRETE AND MASONRY, SCREWS SHALL BE THREADED FULL LENGTH TO THE HEAD OF Q 2. SHOW PERFORMANCE CHARACTERISTICS AND CAPACITIES. THE SCREW. 1. THE CONTRACTOR SHALL KEEP THE WORK FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH 1.02STANDARDS FOR MATERIALS AND INSTALLATION 3, SHOW DIMENSIONS AND REQUIRED CLEARANCES. RESULTING FROM CONSTRUCTION OPERATIONS ON A DAILY BASIS, K. EXPOSED FASTENINGS SHALL BE OF THE SAME MATERIAL, COLOR AND FINISH AS THE METAL TO WHICH APPLIED, A. STANDARD PRODUCTS MEETING THE GENERAL REQUIREMENTS WILL BE ACCEPTABLE IF DETAILS OF CONSTRUCTION AND UNLESS D. SAMPLES SAMPLES SWILL BE OF SUFFICIENT SIZE AND QUANTITY TO CLEARLY ILLUSTRATE: 2. THE WORK SHALL BE PROTECTED AND CLEANED AT THE END OF EACH WORK DAY. INSTALLATION ARE APPROVED BY THE ARCHITECT. SUPPLEMENTARY PARTS NECESSARY TO COMPLETE EACH ITEM SHALL OTHERWISE NOTED. BE INCLUDED, EVEN THOUGH SUCH PARTS ARE NOT DEFINITELY SHOWN OR SPECIFIED. ANCHORS, BRACKETS, PIPE 1. FUNCTIONAL CHARACTERISTICS OF THE PRODUCT. D. FINAL CLEANING SLEEVES, FOR SECURING METAL WORK TO THE ADJACENT CONSTRUCTION SHALL BE INCLUDED. L.SHOP ASSEMBLIES SHALL BE IN THE LARGEST POSSIBLE SECTIONS IN ORDER TO REDUCE FIELD CONNECTIONS TO A 2. FULL RANGE OF COLOR, TEXTURE AND PATTERN, 1. REMOVE GREASE, MASTIC, ADHESIVES, DUST, DIRT, STAINS, FINGERPRINTS, LABELS AND OTHER FOREIGN B. METALS SHALL BE FREE FROM DEFECTS, IMPAIRING STRENGTH, DURABILITY, OR APPEARANCE, AND SHALL BE OF THE MINIMUM. TRICARICO ARCHITECTURE AND DESIGN PC MATERIALS FROM SIGHT-EXPOSED SURFACES INCLUDING NEW GLASS ENTRANCE DOORS. BEST COMMERCIAL QUALITY FOR PURPOSES SPECIFIED. ALL METALS SHALL BE NEW MATERIALS AND SHALL BE MADE M. ALL EXPOSED INTERIOR AND EXTERIOR ORNAMENTAL METAL SURFACES SHALL BE THOROUGHLY CLEANED AFTER 502 VALLEY ROAD, W A Y N E, NJ 07470 E.SUBMISSION REQUIREMENTS WITH STRUCTURAL PROPERTIES TO SAFELY SUSTAIN OR WITHSTAND STRESSES AND STRAINS TO WHICH NORMALLY ERECTION 2. PRIOR TO FINAL ACCEPTANCE, CONTRACTOR, ARCHITECT AND OWNER'S REPRESENTATIVE SHALL CONDUCT AN SUBJECTED. MEMBERS SHALL BE TRUE TO DETAILS, CLEAN AND STRAIGHT. CURVED WORK SHALL BE TRUE TO RADII AND BEFORE APPROVAL. DO NOT USE ALKALINE OR ABRASIVE AGENTS TO CLEAN WORK. TAKE EVERY PRECAUTION TO T:973-692-0222 F:973-692-0223 1. MAKE SUBMITTALS PROMPTLY IN ACCORDANCE WITH APPROVED SCHEDULE AND IN SUCH SEQUENCE AS TO INSPECTION OF SIGHT-EXPOSED INTERIOR SURFACES AND ALL WORK AREAS, TO VERIFY THAT THE ENTRE WORK AND NTH SMOOTH FINISHED SURFACES. AVOID SCRATCHING OR MARRING METAL SURFACES. MATERIALS AND METHODS EMPLOYED IN THE CLEANING OPERATION T R I C A R I C O.COM • 62021 NICHOLAS J. TRICARICO CAUSE NO DELAY IN THE WORK OR IN THE WORK OF ANY OTHER CONTRACTOR. IS CLEAN. SHALL BE AS RECOMMENDED BUY THE MANUFACTURER OF THE INSTALLED METAL. C. GAUGES OF METALS INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN ARE U.S. STANDARD FOR FERROUS METALS THE GENERAL CONTRACTOR AND/OR ALL 2. NUMBER OF REQUIRED SUBMITTALS 1.08MAINTENANCE DATA AND BROWN & SHARPE FOR NON-FERROUS METALS. WHERE NO THICKNESS OR GAUGE IS INDICATED ON THE N. INSTALLED WORK WHICH DOES BECOME DAMAGED SHALL BE REPAIRED AND/OR REPLACED AS DIRECTED BY THE SUB-CONTRACTORS WORKING FROM THESE PLANS AND DRAWINGS OR SPECIFIED HEREIN, ALUMINUM EXTRUSIONS SHALL BE NOT LESS THAN 1/8" THICK AND STEEL SHEETS ARCHITECT OR THE OWNER, AND AT NO ADDITIONAL COST TO THE OWNER. SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION a.SHOP DRAWINGS: SUBMIT THREE (3) OPAQUE REPRODUCTIONS AND ONE (1) SEPIA REPRODUCIBLE. A COMPILE AND PRODUCE DATA AND RELATED INFORMATION APPROPRIATE FOR OWNER'S MAINTENANCE OF PRODUCTS NOT LESS THAN NO. 16 GAUGE. BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE N FURNISHED UNDER CONTRACT. 3.02 DELIVER! AND STORAGE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO CO b.PRODVCT DATA SUBMIT THREE (3) COPIES OF DATA, PART 2 - PRODUCTS NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE O B. PREPARE MAINTENANCE DATA IN AN ORGANIZED MANNER AND AS REFERENCED IN OTHER PERTINENT SECTIONS OF A ALL MANUFACTURED MATERIALS, (EXCEPT LARGE ASSEMBLED UNITS), SHALL BE DELIVERED TO THE SITE IN ORIGINAL, CORRECTLY TO THE INDICATED SIZE. N c.SAMPLES: SUBMIT THE NUMBER STATED IN EACH SPECIFICATION SECTION. IF NOT STATED, PROVIDE TWO (2) SETS THESE SPECIFICATIONS. 2.01MATERALS UNOPENED CONTAINERS, CLEARLY INDICATING MANUFACTURER'S NAME, BRAND AND OTHER IDENTIFYING INFORMATION. OF EACH SAMPLE REQUESTED. 0 C. INSTRUCT OWNER'S PERSONNEL IN MAINTENANCE OF PRODUCTS. A. ALL STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A572, STRUCTURAL SECOND STRUCTURAL STEEL SHAPES B. MATERIAL SHALL BE STORED IN A DRY LOCATION AND IN SUCH MANNER AS TO PREVENT DAMAGE OR INTRUSION OF ENGINEER Z 3. SUBMITTAL INFORMATION ELSEWHERE SHALL CONFORM TO ASTM A36 UNLESS OTHERWISE NOTED. FOREIGN MATTER. ALL MATERIALS WHICH, IN THE OPINION OF THE ARCHITECT, HAVE BECOME DAMAGED OR OTHERWISE END OF SECTION UNFIT FOR USE DURING DELIVER( OR STORAGE SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. 0 a.THE DATE OF SUBMISSION AND THE DATES OF ANY PREVIOUS SUBMISSIONS. B. STEEL SHEETS SHALL CONFORM TO ASTM A245. w SECTION 02070 - SELECTIVE DEMOLITION 3.03 CLEANING AND PROTECTION a b.THE PROTECT TITLE AND NUMBER. C. STEEL PLATES SHALL CONFORM TO ASTM A283. PART 1 - GENERAL A. UPON COMPLETION OF THE WORK, ALL UNUSED MATERIALS, CONTAINERS, EQUIPMENT, ETC., SHALL BE REMOVED FROM 01- c.THE NAME OF THE: D. STEEL PIPE SHALL CONFORM TO ASTM A120. STEEL PIPE SHALL BE 1 1/4" I.D., GALVANIZED, OF APPROVED THE SITE. PROTECT ALL FLOORS, WALLS, AND OTHER ADJACENT SURFACES FROM STAINS, MARRING OR OTHER DAMAGE 1.01SUMMARY OF WORK MANUFACTURER, UNIFORM IN QUALITY AND FREE FROM DEFECTS AFFECTING FUNCTION OR APPEARANCE. AND ALL SUCH DAMAGE SHALL BE REPAIRED AND ALL WORK AND ADJACENT SURFACES SHALL BE LEFT IN A CLEAN AND (1)ARCHITECT UNDAMAGED CONDITION. (2)CONTRACTOR A THE WORK OF THIS SECTION INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING: E.ALUMINUM EXTRUSIONS SHALL BE ALLOY NO. 6063-T5 TEMPER, FINISHED AS SHOWN ON DRAWINGS. (3)MANUFACTURER B. ALL COMPLETED WORK SHALL BE ADEQUATELY PROTECTED FROM DAMAGE BY SUBSEQUENT BUILDING OPERATIONS AND ld (4)MANUFACTURER'S REPRESENTATIVE 1. STRUCTURAL REMOVALS F.STAINLESS STEEL SHALL BE A.I.S.I. TYPE 302, FINISHED AS SHOWN ON DRAWINGS. EFFECTS OF WEATHER. PROTECTION SHALL BE MADE BY METHODS RECOMMENDED BY THE MANUFACTURER OR INSTALLED MATERIALS AND AS APPROVED BY THE ARCHITECT. d.IDENTIFICATION OF THE PRODUCT, WITH THE APPROPRIATE SPECIFICATION SECTION NUMBER. 2. CUTTING OF EXISTING SLAB G. RED BRASS, WHERE SPECIFICALLY CALLED OUT ON DRAWINGS, SHALL BE ALLOYED AS FOLLOWS: 3.04 GUARANTEE e.INDICATION OF LOCATION WHERE ITEM IS TO BE INSTALLED. B. RELATED WORK SPECIFIED ELSEWHERE COPPER (CU) 859, THE CONTRACTOR FOR THE WORK OF THIS SECTION SHALL AND HEREBY DOES AS PART OF THE CONTRACT, GUARANTEE ALL I.FIELD DIMENSIONS, IF REQUIRED, CLEARLY IDENTIFIED AS SUCH. 1.02SUBMITTALS ZLEAD (PB)INC ZN).07%%(MAXIMUM) WORK INCLUDED UNDER THIS SECTION TO BE FREE FROM DEFECTIVE MATERIALS, WORKMANSHIP, FOR A PERIOD OF ONE YEAR IRON (FE).05% FROM THE DATE OF COMPLETION AND ACCEPTANCE OF THE WORK BY THE OWNER, AND AGREES THAT HE WILL REPAIR OR PROJECT NUMBER DATE: g.IDENTIFICATION OF DEVIATIONS FROM CONTRACT DOCUMENTS. A. SCHEDULE: SUBMIT SCHEDULE INDICATING PROPOSED METHODS AND SEQUENCE OF OPERATIONS FOR SELECTIVE REPLACE AT HIS OWN EXPENSE PROMPTLY UPON REQUEST, ALL DEFECTIVE PARTS OF DEFECTIVE OPERATION AND OTHER Oz DEMOLITION WORK TO BUILDING MANAGEMENT FOR REVIEW PRIOR TO COMMENCEMENT Of WORK, H. BRASS, EXCEPT WHERE SPECIFICALLY CALLED OUT AS RED BRASS, SHALL BE, AS BEST BUTTED FOR THE APPLICATION, DEFECTS 200.328 03.25.2021 0 h.IDENTIFICATION OR REVISIONS ON RESUBMITTALS. ALLOYED AS FOLLOWS: WHICH MAY APPEAR WITHIN THAT TIME. B. OCCUPANCY: CONDUCT SELECTIVE DEMOLITION WORK IN A MANNER THAT WILL MINIMIZE NEED FOR DISRUPTION OF DRAWN BY: CHECK 8Y: Tr NORMAL OPERATIONS IN THE BUILDING. PROVIDE A MINIMUM OF 24 HOURS' ADVANCE NOTICE TO THE BUILDING END OF SECTION i. AN B" X 3" BLANK SPACE FOR ARCHITECT'S STAMP. ARCHITECTURAL B@Q� A9ULITZ MILIA KL KS � MANAGEMENT OF DEMOLITION ACTIVITIES WHICH WILL SEVERELY IMPACT BUILDING'S NORMAL OPERATIONS, CONSTRUCTION F.RESUBMISSION REQUIREMENTS ACTMTY OR OTHER TENANT MOVE-IN. COPPER (CU) 58% 60% SECTION 06100 - ROUGH CARPENTRY 1 11 THESE DRAWINGS WERE F- 1. (ZN) 38.75% 40% PARS I - GENERAL COMPLETED UNDER THE LLI C. CONDITION OF STRUCTURES: THE CONTRACTOR ASSUMES RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR NJT 1. SHOP DRAWINGS AND PRODUCT DATA 20% STRUCTURES TO BE DEMOLISHED. LEAD (PB) 0. ., DIRECT SUPERVISION OF: Cc IRON (FE) --- 0.15% 1.01 SUMMARY OF WORK Q a.REVISE INITIAL DRAWINGS OR DATA AND RESUBMIT AS SPECIFIED FOR THE INITIAL SUBMITTAL D. PROTECTION: PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT b.INDICATE ANY CHANGES WHICH HAVE BEEN MADE. PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK. PROVIDE SHORING, BRACING OR 2.02GALVANIZING A THE WORK OF THIS SECTION INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING: REVISION LOGS U) SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURE OR ELEMENT TO BE DEMOLISHED AND A. HOT-DIP GALVANIZING SHALL CONFORM TO ASTM A123. GALVANIZED COATING SHALL SUCCESSFULLY WITHSTAND THE WOOD NNUERS AND BLOCKING ISSUED FOR CHECK SET 32521 Z 2. SUBMIT NEW SAMPLES AS REQUIRED FOR INITIAL SUBMITTAL. ADJACENT FACILITIES OR WORK TO REMAIN. PREECE TEST REFERRED TO IN THE STANDARD. --- -- ----- 0 1.05SECURITY EDAMAGE: PROMPTLY REPAIR DAMAGE CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK. B. RELATED WORK SPECIFIED ELSEWHERE ISSUED FOR PERMIT, LL + BID 4.06.21 F- 8. ELECTRO-GALVANIZING, WHERE REQUIRED, SHALL CONFORM TO THE REQUIREMENTS FOR TYPE GA (0.0010 INCH-MIN. Z A. PROTECT OPERATIONS AT THE SITE AND BE RESPONSIBLE FOR THEFT, VANDALISM OR DAMAGE RESULTING FROM FUTILITY SERVICES: MAINTAIN AND KEEP IN SERVICE EXISTING UTILITIES INDICATED TD REMAIN. PROTECT AGAINST THICKNESS) OF ASTM A164. ARCHITECTURAL WOODWORK - SEE SECTION 06400. _ CONTRACTOR'S WORK OR EMPLOYEES. DAMAGE DURING DEMOLITION OPERATIONS. Co T_ C. PAINT FOR SHOP PRIMING OF FERROUS METAL (OTHER THAN GALVANIZED OR CAST-ABRASIVE SURFACES) SHALL BE 1.02 REQUIREMENTS OF REGULATORY AGENCIES _ Q DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITIES, EXCEPT WHEN AUTHORIZED IN "NO. 99 METAL PRIMER" AS MANUFACTURED BY THEMEC CO., INC., PITTSBURGH PLATE GLASS CO.'S °MULTIPRIME" OR FIRE-RETARDANT TREAT ALL WOOD AND PLYWOOD PROVIDED IN THE WORK OF THIS SECTION. B. COMPLY WITH SECURITY REQUIREMENTS OF THE BUILDING MANAGEMENT. WRITING BY AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS OF EXISTING - °SHERWIN WILLIAMS" "KENT-KROMIK PRIMER." C. MAINTAIN A CURRENT LIST OF APPROVED PERSONS AND SUBMIT A COPY OF THE LIST TO THE BUILDING MANAGER. UTILITIES, AS ACCEPTABLE TO GOVERNING AUTHORITIES. 1.03 SUBMITTALS ENVIRONMENTALNTR • USE WATER SPRINKLING TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO D. ONLY PERSONNEL PROPERLY IDENTIFIED WILL BE PERMITTED ON THE SITE. G.GUNIT DUST AND DIRT RISING AND SCATTERING IN AIR TO THE LOWEST PRACTICAL LEVEL. COMPLY WITH GOVERNINGCERTIFICATION OF FIRE RETARDANT TREATMENT: SUBMIT CERTIFICATION STATING NAME OF FIRE RETARDANT MATERIALS USED, -------- A. ALL FERROUS METAL SURFACES (EXCEPT GALVANIZED STEEL) SHALL BE PRIMED AND GIVEN A SHOP COAT OF THE COMPLIANCE WITH LOCAL BUILDING CODE REQUIREMENTS AND COMPLIANCE WITH AWPA SPECIFICATIONS Cl AND C20 FOR L 06MATERIAL AND EQUIPMENT REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. SPECIFIED PAINT. LUMBER A. DELIVERY AND HANDLING OO NOT USE WATER WHEN IT MAY CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS FLOODING. B. SURFACES WHICH WILL BE CONCEALED IN THE FINISHED CONSTRUCTION OR WILL NOT BE ACCESSIBLE TO FINISH AND C27 FOR PLYWOOD. PART 2 - EXECUTION PAINTING SHALL RECEIVE AN ADDITIONAL SHOP COAT OF THE SPECIFIED PAINT TO WHICH A SMALL AMOUNT OF TINTING 1.04 DELIVERY. STORAGE AND HANDLING 1. ARRANGE DEANERIES Of PRODUCTS IN ACCORDANCE WITH CONSTRUCTION SCHEDULES TO AVOID CONFLICT WITH HAS BEEN ADDED FOR COLOR DIFFERENTIATION. MARRED AND ABRADED SURFACES SHALL BE TOUCHED-UP WITH THE - WORK AND CONOMONS AT THE SITE. 2.011NSPECTION SPECIFIED PAINT AFTER ERECTION IN THE FIELD. KEEP ROUGH CARPENTRY WORK DRY DURING DELIVERY, STORAGE AND INSTALLATION AND UNTIL FINISH IS APPLIED AND a.DELNER PRODUCTS IN UNDAMAGED CONDITION, IN MANUFACTURER'S ORIGINAL CONTAINERS OR PACKAGING, WITH PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK, INSPECT AREAS IN WHICH WORK WILL BE PERFORMED. C. BEFORE PAINTING, STEEL OR ICON SURFACES SHALL BE THOROUGHLY CLEANED WITH WIRE BRUSHES, OR OTHER BUILDING IS ENCLOSED. PROVIDE FOR AIR CIRCULATION IN STACKS OF LUMBER AND PLYWOOD. -- IDENTIFYING LABELS INTACT AND LEGIBLE. PROPER PART 2 - PRODUCTS - ---_--- - - PHOTOGRAPH EXISTING CONDITIONS OF STRUCTURE SURFACES, EQUIPMENT OR OF SURROUNDING PROPERTIES WHICH AND EFFECTIVE MEANS, OF ALL LOOSE SCALE, FILLINGS, DIRT AND OTHER OBJECTIONABLE MATERIALS. GREASE SHALL COULD BE MISCONSTRUED AS DAMAGE RESULTING FROM SELECTIVE DEMOLITION WORK; FILE WITH BUILDING BE REMOVED WITH GASOLINE, BENZINE OR OTHER VOLATILE CLEANER. PAINTING SHALL BE DONE IN DRY WEATHER OR b.IMMEDIATELY ON DEANERY, INSPECT SHIPMENTS TO ENSURE WENT REQUIREMENTS OF CONTRACT MANAGEMENT PRIOR TO STARTING WORK. UNDER COVER, AND STEEL OR IRON SURFACES SHALL BE FREE FROM MOISTURE OR FROST. NO MATERIALS SHALL BE 2'01 MA DOCUMENTS AND APPROVED SUBMITTALS AND THAT PRODUCTTSS ARE RE PPRROPERLY PROTECTED AND UNDAMAGED, DELIVERED UNTIL THE SHOP COAT HAS DRIED. - 2. PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY METHODS WHICH PREVENT SOILING AND 2.02DEMOLTIION A GENERAL DAMAGE. A. PERFORM SELECTIVE DEMOLITION WORK IN A SYSTEMATIC MANNER, USE SUCH METHODS AS REQUIRED TO COMPLETE D. PAINT SHALL BE DELIVERED IN THE ORIGINAL CONTAINERS OF THE APPROVED MANUFACTURER. 1. LUMBER GRADING: COMPLY WITH "SIMPLIFIED PRACTICE RECOMMENDATIONS PS-20, AMERICAN SOFTWOOD B. STORAGE AND PROTECTION WORK INDICATED ON DRAWINGS IN ACCORDANCE WITH DEMOLITION SCHEDULE AND GOVERNING REGULATIONS. 2.D4 ELECTROPLATINGB STANDARDS" BY THE U.S. DEPARTMENT OF COMMERCE AND WITH THE APPLICABLE LUMBERMEN'S ASSOCIATION RULES 1. STORE PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, WITH SEALS AND LABELS INTACT AND 1. DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. CUT CONCRETE AND MASONRY AT JUNCTURES WITH A. CHROMIUM (CR.) PLATE METAL ITEMS WHERE CALLED FOR ON DRAWINGS. SATIN OR POUSHED FINISH AS NOTED. UNDER WHICH EACH SPECIES OF LUMBER IS PRODUCED. - LEGIBLE. THE CONTRACTOR SHALL PROVIDE ADDITIONAL OFF SITE STORAGE SPACE AS REQUIRED. CONSTRUCTION TO REMAIN USING POWER-DRIVEN MASONRY SAW OR HAND TOOLS; DO NOT USE POWER-DRIVEN IMPACT TOOLS. B. COPPER (CU.) OR AN ARCHITECT-APPROVED ALTERNATE LIAISON METAL SUBSTRATE LAYER SHALL BE PLATED WHERE 2. PLY'W'OOD GRADING: COMPLY WITH ANSI A199.1. 2. ARRANGE STORAGE IN A MANNER TO PROVIDE EASY ACCESS FOR INSPECTION. MAKE PERIODIC INSPECTIONS OF 2. LOCATE DEMOLITION EQUIPMENT THROUGHOUT STRUCTURE AND PROMPTLY REMOVE DEBRIS TO AVOID IMPOSING REQUIRED BETWEEN BASE METALS AND FINISH PLATE METALS. 3. GRADE MARKING: FACTORY MARK EACH PIECE OF LUMBER WITH THE OFFICIAL GRADE MARK OF THE STORED PRODUCTS TO ENSURE THAT PRODUCTS ARE MAINTAINED UNDER SPECIFIED CONDITIONS AND FREE FROM EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS OR FRAMING. APPROPRIATE DAMAGE OR DETERIORATION. 2.05 DIPPED FINISHES ASSOCIATION OR AUTHORIZED INSPECTION SERVICE UNDER WHOSE RULES THE LUMBER IS GRADED. 3. PROVIDE SERVICES FOR EFFECTIVE AIR AND WATER POLLUTION CONTROLS AS REQUIRED BY LOCAL AUTHORITIES 3. PROVIDE SUBSTANTIAL COVERINGS AS NECESSARY TO PROTECT INSTALLED PRODUCTS FROM DAMAGE FROM SPECIAL DIPPED FINISHES WHERE NOTED ON DRAWINGS SHALL BE EITHER TOTALLY IMMERSED OR BRUSH APPLIED ACID, HAVING JURISDICTION. 4. SIZES AND PATTERNS: PROVIDE LUMBER WHICH IS DRESSED S4S AND WORKED TO SUCH PATTERNS AS SHOWN TRAFFIC AND SUBSEQUENT CONSTRUCTION OPERATIONS. REMOVE WHEN INSTRUCTED BY THE ARCHITECT. ALKALINE OR PIGMENT ON ITEMS, AS REQUIRED, THE REG-WIPED TO ACHIEVE DESIRED FINISH. USE APPROPRIATE STOP - BATH OR B. IF UNANTICIPATED MECHANICAL, ELECTRICAL OR STRUCTURAL ELEMENTS WHICH CONFLICT WITH INTENDED FUNCTION OR SOLUTION TO HALT CHEMICAL ACTIVITY WHEN DESIRED FINISH/COLOR IS ACHIEVED, AS REQUIRED. SUBMIT APPLICATION SPECIFIED. DIMENSIONS ON DRAWINGS DESIGNATE THE NOMINAL UNDRESSED SIZE OF THE ITEM. C. SUBSTITUTIONS AND PRODUCT OPTIONS DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE BOTH NATURE AND EXTENT OF THE CONFLICT. SUBMIT REPORT PROCEDURE DESCRIPTION AND FINISHED SAMPLES (3) OF EACH FINISH TO ARCHITECT FOR APPROVAL BEFORE COMMENCING TO BUILDING MANAGEMENT IN WRITTEN, ACCURATE DETAIL PENDING RECEIPT OF DIRECTIVE FROM BUILDING FINISHING. 5. MOISTURE CONTENT: PROVIDE LUMBER WHICH HAS BEEN SEASONED BY AIR DRYING OR KILN DRYING TO A 1. PRODUCT UST: WITHIN TEN (10) DAYS AFTER CONTRACT DATE, SUBMIT TO THE ARCHITECT A COMPLETE UST OF MANAGEMENT REARRANGE SELECTIVE DEMOUTION SCHEDULE AS NECESSARY TO CONTINUE OVERALL JOB PROGRESS MOISTURE CONTENT NOT TO EXCEED 19%. MAJOR PRODUCTS PROPOSED TO BE USED, WITH THE NAME OF THE MANUFACTURER AND THE INSTALLING WITHOUT DELAY. 2.D5 SAMPLES SUBCONTRACTOR. B. LUMBER WASHINGTON SQUARE 2.03DISPOSAL OF DEMOLISHED MATERIALS SUBMIT REPRESENTATIVE SAMPLES OF ALL MISCELLANEOUS AND ORNAMENTAL METAL WORK FOR THE APPROVAL OF THE 2. PRODUCT OPTIONS ARCHITECT, INCLUDING THE REQUIRED TYPES OF GRILLES. SUBMIT SAMPLES OF FINISHES AS REQUESTED BY THE ARCHITECT. 1. NAILERS AND BLOCKING WITHIN DRYWALL, PLASTER AND VENEER PLASTER PARTITIONS ARE TD BE ONE OF THE SPACE Gll D THER MATERIALS a.FOR PRODUCTS SPECIFIED BY NAMING SEVERAL PRODUCTS OR MANUFACTURERS, SELECT ANY ONE OF THE TRANSPORTBAND LEGALLY DRUBBISH ISPOSE OF MATERIALS OFFUSITEG FROM DEMOLITION OPERATIONS FROM BUILDING SITE. 2.D7 SHOP DRAWINGS FOLLowINc: 9640 SW. WASHINGTON SO RD PRO UCTS OR NUFACTURERS NAMED WHICH ES WITH URAL b.FOROPR DUCTS VSPECIFED BY NAMING ONE OR MORE PRODUCTSHOR SPECIFICATIONS. DOUGLAS AND "OR EQUAL," REGULATIONS, LAWS AND ORDINANCES CONCERNING REMOVAL, HANDLING AND PROTECTION AGAINST EXPOSURE OR SHOP DRAWINGS SHALL SHOW IN DETAIL, MATERIALS, DIMENSIONS, THICKNESS, METHODS OF ASSEMBLY AND ATTACHMENT, SPRUCE, NO.NO. 20STRUCTURALL IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION OPERATIONS, COMPLY WITH APPLICABLE SUBMIT SHOP DRAWINGS OF ALL MISCELLANEOUS AND ORNAMENTAL METAL WORK FOR THE APPROVAL OF THE ARCHITECT. TIGARD, OR 97223 CONTRACTOR SHALL SUBMIT A REQUEST FOR SUBSTITUTION FOR ANY PRODUCT DR MANUFACTURER NOT ENVIRONMENTAL POLLUTION. RELATION SPECIFICALLY NAMED. TO ADJOINING WORK, AND ALL OTHER PERTINENT DATA AND INFORMATION. 2. NAILERS AND BLOCKING, UNLESS OTHERWISE INDICATED ARE TO BE ONE OF THE FOLLOWING: C.FOR PRODUCTS SPECIFIED BY NAMING ONLY ONE PRODUCT AND MANUFACTURER, THERE IS NO OPTION. 2.04 CLEAN-UP AND REPAIR PART 3 - EXECUTION •• DOUGLAS FIR, NO. 3 STRUCTURAL DRAWING NO. 3. SUBSTITUTIONS A. UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT AND DEMOLISHED MATERIALS FROM SITE. 3.01 FABRICATION-INSTALLATION •• SPRUCE, NO. 3 STRUCTURAL REMOVE PROTECTION AND LEAVE INTERIOR AREAS BROOM CLEAN. a.FOR A PERIOD OF FIFTEEN (15) DAYS AFTER CONTRACT DATE, THE ARCHITECT WILL CONSIDER WRITTEN REQUESTS A. ALL MISCELLANEOUS AND ORNAMENTAL METAL WORK SHALL BE FABRICATED AND INSTALLED IN THOROUGH AND •• SOUTHERN PINE, NO. 3 FROM CONTRACTOR FOR SUBSTITUTION OF PRODUCTS. 8. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN REMAINING STRUCTURES AND SURFACES TO WORKMANLIKE MANNER BY SKILLED WORKMEN TO THE COMPLETE SATISFACTION OF THE ARCHITECT. ALL VISIBLE JOINTS CONDITION EXISTING PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK. REPAIR ADJACENT CONSTRUCTION OR SHALL BE FULLY WELDED OR BRAZED, WHICHEVER IS APPROPRIATE, GROUND SMOOTH AND POLISHED. NO NICKS OR C. ADHESIVE: TYPES AS RECOMMENDED BY MANUFACTURER FOR USE INDICATED. T� 004 b.SUBMIT A SEPARATE REQUEST FOR EACH PRODUCT COMPLETE WITH SUPPORTING DOCUMENTATION AND WITH SURFACES SOILED OR DAMAGED BY SELECTIVE DEMOUTION WORK. BURRS SHALL BE PERMITTED. SAMPLES AS APPROPRIATE, INCLUDING: D. ANCHORS AND FASTENERS END OF SECTION B. THE CONTRACTOR SHALL EXAMINE THE CONTRACT DRAWINGS AND SPECIFICATIONS IN ORDER TO INSURE THE (1)COMPARISON OF THE QUALITIES OF THE PROPOSED SUBSTITUTION WITH THAT SPECIFIED. COMPLETENESS OF THE WORK REQUIRED UNDER THIS SECTION. SUPPLEMENTARY PARTS , NECESSARY TO COMPLETE 1. BOLTS, NUTS, STUDS: FS FF-8-571 OR FS FF-B-575. SECTION 05500 - MISCELLANEOUS METALS ALL MISCELLANEOUS AND ORNAMENTAL METAL, THOUGH NOT DEFINITELY SHOWN ON DRAWINGS OR SPECIFIED HEREIN, (2)CHANGES REQUIRED IN OTHER ELEMENTS OF THE WORK BECAUSE OF THE SUBSTITUTION. SHALL BE INCLUDED. 2. EXPANSION SHIELDS: FS FF-S-325; GROUP, TYPE, CLASS AND STYLE BEST SUITED FOR THE PURPOSE. SPECIFICATIONS PART I GENERAL (3)EFFECT ON THE CONSTRUCTION SCHEDULE. C. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND DIMENSIONS AT THE JOB SITE AND SHALL COOPERATE IN 3. LAG SCREWS AND BOLTS: FS FF-8-561; TYPE AND GRADE BEST SUITED FOR THE PURPOSE. 1.01 SUMMARY OF WORK THE COORDINATION AND SCHEDULING OF WORK OF THIS SECTION WITH THE WORK OF RELATED TRADES (WITH PARTICULAR 4. NAILS: FS FF-N-105; TYPE AND SIZE BEST SUITED FOR THE PURPOSE. HOT DIPPED GALVANIZED FOR NICHOLAS J. TRICARICO (4)COST DATA COMPARING THE PROPOSED SUBSTITUTION WITH THE PRODUCT SPECIFIED, A. SCOPE ATTENTION TO THE INSTALLATION OF ITEMS EMBEDDED IN MASONRY AND CONCRETE) SO AS NOT TO DELAY JOB EXTERIOR. PROGRESS, ARCHITECT (5)SURCE OF REPLACEMENT MATERIALS. WORK OF THIS SECTION SHALL BE GOVERNED BY THE CONTRACT DOCUMENTS, AND ALL APPLICABLE LAWS OF THE 5. TOGGLE BOLTS: FS FF-8-5B8; TYPE AND CLASS BEST SUITED FOR THE PURPOSE. ------ -- - - c.THE ARCHITECT SHALL BE THE JUDGE OF THE ACCEPTABILITY OF THE PROPOSED SUBSTITUTION. PLACES WHERE THE WORK IS PERFORMED, PROVIDE MATERIALS, LABOR, EQUIPMENT AND SERVICES NECESSARY TO D. ALL EXPOSED JOINTS SHALL BE CLOSE-FITTING, AND ALL BOLTS AND SCREWS, WHERE EXPOSED, SHALL BE CUT OFF TRICARICO ARCHITECTURE FURNISH, DELIVER AND INSTALL ALL WORK OF THIS SECTION AS SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, FLUSH WITH NUTS OR OTHER ADJACENT METAL. ALL CUTTING, DRILLING. PUNCHING AND TAPPING REQUIRED FOR THE 6. WOOD SCREWS: FS FF-S-111; TYPE AND SIZE BEST SUITED FOR THE PURPOSE. HOT-DIPPED GALVANIZED 4. A REQUEST FOR A SUBSTITUTION CONSTITUTES A REPRESENTATION THAT CONTRACTOR: AND/OR AS REQUIRED BY JOB CONDITIONS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: INSTALLATION AND ATTACHMENT OF OTHER WORK TO MISCELLANEOUS METAL WORK, EXCEPT WHERE SPECIFIED IN FOR AND DESIGN PC CONNECTION WITH WORK UNDER OTHER SECTIONS, SHALL BE PERFORMED AS REQUIRED. EXTERIOR. a.HAS INVESTIGATED THE PROPOSED PRODUCT AND DETERMINED THAT IT IS EQUAL TO OR SUPERIOR IN ALL 1. ALL MISCELLANEOUS METALS IN ACCORDANCE WITH THE DRAWINGS, SCHEDULES, AND AS SPECIFIED HEREIN. FIRM REGISTRATION NO, LICENSE NO. RESPECTS TO THAT SPECIFIED. E.ALL METAL WORK BUILT-IN WITH CONCRETE OR MASONRY SHALL BE FORMED FOR ANCHORAGE, OR BE PROVIDED 7. POWER-DRIVEN FASTENERS: MAY BE USED IF PERMITTED BY CODE. B. WORK INCLUDED WITH AR-0654 ARI-26 _ 6.WILL PROVIDE THE SAME WARRANTIES FOR THE SUBSTITUTION AS FOR THE PRODUCT SPECIFIED. SUITABLE ANCHORS, EXPANSION SHIELDS, OR OTHER ANCHORING DEVICES SHOWN ON DRAWINGS AS REQUIRED. SUCH 2.02 FIRE RETARDANT TREATED WOOD 1. STEEL SUPPORTS FOR EQUIPMENT AS REQUIRED FOR MECHANICAL AND ELECTRICAL TRADES. METAL WORK SHALL BE FURNISHED IN AMPLE TIME FOR SETTING AND SECURING IN PLACE. 1 aWAIVES ALL CLAIMS FOR ADDITIONAL COSTS, UNDER HIS RESPONSIBIUN, WHICH MAY SUBSEQUENTLY BECOME A. MATERIALS: "NON-COM" (KOPPERS CO., INC.) FOR INTERIOR USE WHERE RELATIVE HUMIDITY IS NORMALLY BELOW q ,, `:7 2. METAL LOUVERS, REGISTERS AND GRILLES FOR INTERIOR VENTILATION IN GYPSUM BOARD, PLASTER AND F.UNLESS OTHERWISE SHOWN, ALL JOINTS SHALL BE AS STRONG AND RIGID AS ADJOINING SECTIONS. WELDING SHALL APPARENT. 80%; .�� 'K CABINETWORK. BE "NCX" (KOPPERS COMPANY, INC.) FOR USE WHERE RELATIVE HUMIDITY IS FREQUENTLY ABOVE 807. NICHOLAS U,J CONTINUOUS ALONG ENTIRE LINE OF CONTACT, EXCEPT WHERE SPOT WELDING IS INDICATED OR PERMITTED. WHERE V J.TRICARICO J 5. THE ARCHITECT WILL REVIEW REQUESTS FOR SUBSTITUTIONS WITH REASONABLE PROMPTNESS AND NOTIFY 3. MISCELLANEOUS STEEL FRAMING AND SHAPES, SUCH AS ROLLED AND BENT PLATES, SLEEVES, CLIPS, BRACKETS, EXPOSED, WELDS SHALL BE GROUND SMOOTH. WHERE BOLTED OR RIVETED CONNECTIONS ARE INDICATED, SUCH B. TREATMENT: PRESSURE TREAT TO MEET BUILDING CODE REQUIREMENTS AND AWPA SPECIFICATION Cl AND C20 FOR Q ER FASTENINGS AND SUPPORTS INDICATED ON DRAWINGS OR REQUIRED CONNECTIONS MAY BE WELDED AT THE CONTRACTOR'S OPTION. LUMBER AND C27 FOR PLYWOOD AS A MINIMUM. GUARANTEE FIRE RETARDANT MATERIALS NOT TO BLEED THROUGH ARI 2608 CONTRACTOR, IN WRITING, OF THE DECISION TO ACCEPT OR REJECT THE REQUESTED SUBSTITUTION. HANGERS, STRUTS, ANCHORS AND OTH0 1 07Q BUT NOT SPECIFICALLY MENTIONED TO BE PROVIDED AS PART OF THE WORK OF OTHER SECTIONS. PAINTED FINISH. wAYNE,w C7 G. WHERE WELDING IS REQUIRED OR PERMITTED, IT SHALL CONFORM TO REQUIREMENTS FOR SHIELDED METAL ARC A. GENERAL 4 QU METAL DOORS TO ALL PLUMBING SHUT-OFF VALVES, ANO METAL ACCESS DOORS AS REQUIRED TD HVAC ENT. OR THE SWELDIARD CODE FOR ARC AND GAS WELDING OR THE AMERICAN WELDING SOCIETY. EXPOSED WELDS SHALL BE NG C. SIZE WOOD BEFORE TREATMENT SO THAT MINIMUM CUTTING WILL BE REQUIRED AFTER TREATMENT. �rFOF ORF' J FLUSH AND GROUND SMODTH. IL 5. MISCELLANEOUS DECORATIVE METAL FRAMES, TRIM AND MOLDINGS CALLED OUT ON DRAWINGS OR OTHERWISE SEAL PROFESSIONAL SEAL IMPLIED. ARCHITECTURAL SPECIFICATIONS: . I PART 3 - EXECUTION 3.04 FIELD QUALITY CONTROL 5. OTHER HARDWARE REINFORCEMENTS, AS REQUIRED FOR ADEQUATE STRENGTH AND ANCHORAGE. V A N D INC . SCHEDULE AND COORDINATE APPLICATION OF SPRAYED-ON FIREPROOFING WITH OTHER, RELATED WORK SPECIFIED IN OTHER PART 2 - PRODUCTS 233 FAST :iH'HING STREET 3.01 PREPARATION SECTIONS TO COMPLY WITH THE FOLLOWING REQUIREMENTS: A OWNER WILL EMPLOY AND PAY AN INDEPENDENT TESTING LABORATORY TO PERFORM TESTS REWIRED FOR LOCAL 6. IN LIEU OF REINFORCEMENT SPECIFIED, HARDWARE MANUFACTURERS' RECOMMENDED REINFORCING UNITS AUTHORITY APPROVAL. MAY BE USED. 6TH FLOOR A. CONDITION WOODWORK TO AVERAGE PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS PRIOR TO A PREVENT DETERIDRATION OF SPRAYED-FIREPROOFING FOR INTERIOR APPUCATIDNS DUE TO EXPOSURE TO UNFAVORABLE 2.01 MANUFACTURERS N NEW YORK. NY 1GG13 INSTALLING. ENVIRONMENTAL CONDITIONS. B. MAKE PORTIONS OF THE WORK AVAILABLE TO THE OWNER'S TESTING AGENCY AS REQUIRED FOR TESTING. A. FRAME SHALL BE FULLY MITERED AND CONTINUOUSLY WELDED AT FRAME CORNERS AND STOPS, WITH EDGES STRAIGHT AND TRUE. GRIND WELDS SMOOTH AND FLUSH ON EXPOSED SURFACES. ACCEPTABILITY OF MANUFACTURERS IS CONTINGENT UPON PRODUCTS' T (646) 5T7-5223 N B. DEUVER INSERTS AND SIMILAR ANCHORING DEVICES TO BE BUILT INTO SUBSTRATES WELL IN ADVANCE OF B. AVOID UNNECESSARY EXPOSURE OF SPRAYED-ON FIREPROOFING TO ABRASION AND OTHER DAMAGE UKELY TO OCCUR DURING C. REPAIR OR REPLACE FIREPROOFING WITHIN AREAS WHERE TEST RESULTS INDICATE FIREPROOFING DOES NOT COMPLIANCE WITH THE SPECIFICATIONS. SUBMIT INFORMATION TO DESIGNER TIME CONSTRUCTION OPERATIONS SUBSEQUENT TO ITS APPLICATION. COMPLY WITH CODE REQUIREMENTS. B. ACCURATELY MACHINE, FILE AND FIT EXPOSED CONNECTIONS WITH HAIRLINE JOINTS UNLESS OTHERWISE SHOWN. FOR APPROVAL, ACCEPTABLE MANUFACTURERS INCLUDE: N SUBSTRATES ARE TO BE BUILT. C. ENSURE THAT SPRAYED-FIREPROOFING IS INSTALLED PRIOR TO INSTALLATION OF ENCLOSING OR CONCEALING WORK, WITH 3.05 CLEANING. REPAIR AND PROTECTION C. CONCEAL FASTENERS WHEREVER POSSIBLE. COUNTERSINK EXPOSED SCREWS USING FLAT, PHILUPS HEAD PPG INDUSTRIES GLASS DIVISION, ROOM 3W, ONE GATEWAY CENTER, C. PRIOR TO INSTALLATION OF ARCHITECTURAL WOODWORK, EXAMINE SHOP FABRICATED WORK FOR COMPLETION SUFFICIENT TIME ALLOWED FOR INSPECTION, TESTING AND CORRECTION OF DEFECTIVE FIREPROOFING. PITTSBURGH, PA 15222. A IMMEDIATELY UPON COMPLETION OF SPRAYING OPERATIONS IN EACH CONTAINABLE AREA OF PROJECT, REMOVE AND SCREWS. COMPLETE WORK AS REQUIRED, INCLUDING BACK PRIMING AND REMOVAL OF PACKING. PART 2 - PRODUCTS OVER-SPRAY AND FALL-OUT OF MATERIALS FROM SURFACES OF OTHER WORK AND CLEAN EXPOSED SURFACES TO D. PROVIDE WELDS OF ADEQUATE STRENGTH AND DURABILITY. 2.02 MATERIALS ~Q 3.02 INSTALLATION 2.01 SPRAYED-ON FIREPROOFING MATERIALS REMOVE EVIDENCE OF SOILING. 2.03 FLUSH DOORS A. SIZES AND STYLES B. CURE EXPOSED CEMENTITIOUS FIREPROOFING MATERIALS IN COMPLIANCE WITH FIREPROOFING MANUFACTURERS' A INSTALL THE WORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING A GENERAL PROVIDE MANUFACTURER'S STANDARD PRODUCTS COMPLYING WITH REQUIREMENTS INDICATED BELOW FOR MATERIAL RECOMMENDATIONS TO PREVENT PREMATURE DRYING. A CONSTRUCT DOORS WITH 18 GAUGE FACE SHEETS WITH EDGES WELDED AND FINISHED FLUSH. DO NOT 1. THE REQUIRED SIZES OF DOOR UNITS AND THE PROFILE CONCEALED COMPOSITION AND PHYSICAL PROPERTIES REPRESENTATIVE OF INSTALLED PRODUCTS. EXPOSE SEAMS OR JOINTS ON DOOR FACES OR EDGES. REINFORCE FACE SHEETS WDH 2D GAUGE REQUIREMENTS ARE SHOWN ON THE CONTRACT SHIMS. INSTALL TO A TOLERANCE OF 1/8" IN 8'-0" FOR PLUMB AND LEVEL (INCLUDING COUNTERTOPS) AND WITH C. PROTECT FIREPROOFING ACCORDING TO ADVICE OF FIREPROOFING MANUFACTURER AND INSTALLER FROM DAMAGE INTERLOCKING VERTICAL C OR Z-SHAPED REINFORCING MEMBERS SPACED NOT OVER 6" APART AND SPOT DRAWINGS. 1/16" MAXIMUM OFFSET IN FLUSH ADJOINING SURFACE; 1/8" MAXIMUM OFFSETS IN REVEALED ADJOINING SURFACES. B. MATERIAL COMPOSITON SHALL BE ONE OF THE FOLLOWING: RESULTING FROM CONSTRUCTION OPERATIONS OR OTHER CAUSES SO THAT FIREPROOFING WALL BE WITHOUT WELDED TO FACE SHEETS. PLACE FILLER BETWEEN REINFORCING MEMBERS. PROVIDE REMOVABLE MOLDINGS DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. OF 18 GAUGE STEEL FOR GLAZED OPENINGS IN DOORS APPLIED WITH COUNTERSUNK SCREWS SPACED NOT 2. PROVIDE SIDELIGHTS WHERE INDICATED. B. SCRIBE AND CUT WORK TO FIT ADJOINING WORK AND REFINISH CSURFACES OR REPAIR DAMAGED FINISH AT 1. CEMENIITIOUS FIREPROOFING: FACTORY-MIXED DRY FORMULATION OF INORGANIC BINDERS AND LIGHTWEIGHT MINERAL MORE THAN 12" O.C. TRICARICO ARCHITECTURE AND DESIGN PC CUTS. AGGREGATES MIXED WITH WATER AT PROJECT SITE TO FORM A SLURRY FOR PUMPING AND FOR DISPERSAL BY D. COORDINATE INSTALLATION OF FIREPROOFING WITH OTHER WORK IN ORDER TO MINIMIZE THE NEED FOR OTHER 3. STYLE SHALL BE PPG HERCUUTE, STYLE -P-. 502 VALLEY ROAD, W A Y N E, N 1 07470 COMPRESSED AIR INTRODUCED AT SPRAY NOZZLE. TRADES TO CUT OR REMOVE FIREPROOFING. AS OTHER TRADES SUCCESSIVELY COMPLETE INSTALLATION OF THBR B. OPTIONAL FRAMING FOR CORE: A CONTINUOUS TRUSS FORMED INNER CORE OF SHEET METAL, NOT LIGHTER 4. GLASS SHALL BE CLEAR TEMPERED WITH THICKNESS AS T:9 7 3-6 9 2-02 2 2 F:9 7 3 ,6 9 2-02 2 3 C. ANCHOR WOODWORK TO ANCHORS OR BLOCKING BUILT-IN OR DIRECTLY ATTACHED TO SUBSTRATES. SECURE WORK, MAINTAIN PROTECTION OF STRUCTURE AFFORDED BY FIREPROOFING BY PATCHING ANY AREAS WHICH HAVE THAN 28 GAUGE, SPOT WELDED TO THE FACE SHEETS EVERY 2-3/4" HORIZONTALLY AND 3" VERTICALLY OVER RECOMMENDED BY THE MANUFACTURER. TO 2. MINERAL FIBER FIREPROOFING: FACTORY-MIXED DRY FORMULATION OF INORGANK; BINDERS, MINERAL FIBERS, FILLERS BEEN REMOVED OR DAMAGED PRIOR TO CONCEALMENT OF FIREPROOFING BY OTHER WORK. THE ENTIRE SURFACE OF BOTH FACES. TRC A R CO.[O M GROUNDS, STRIPPING AND BLOCKING WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR AND ADDITIVES FOR SPRAYEO-ON APPLICATION BY CONVEYING DRY MIXTURE BY LOW PRESSURE AIR THROUGH HOSE 2021 NICHOLAS J. TRICARICO A COMPLETE INSTALLATION. EXCEPT WHERE PRE-FINISHED MATCHING FASTENER HEADS ARE REQUIRED, USE FINE AND MIXING IT WITH WATER AT SPRAY NOZZLE. E. REPAIR OR REPLACE WORK WHICH HAS NOT BEEN SUCCESSFULLY PROTECTED. 2'02 MATERIALSFINISHING NAILS FOR EXPOSED NAILING, COUNTERSUNK AND FILLED FLUSH WITH WOODWORK AND MATCHING FINAL FINISH 2.04STEEL DOOR FRAMES THE GENERAL CONTRACTOR AND/OR ALL WHERE TRANSPARENT FINISH IS INDICATED. C. PHYSICAL PROPERTIES: MINIMUM VALUES, UNLESS OTHERWISE INDICATED, MEASURED PER STANDARD TEST METHODS END OF SECTION A. SIZES AND STYLES SUB CONTRACTORS WORKING FROM THESE PLANS AND REFERENCED WITH EACH PROPERTY, AS FOLLOWS: A PROVIDE FULLY WELDED, COMBINATION TYPE FRAMES, TO BE USED AS BOTH DOOR BUCK AND TRIM, FORMED SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION TO PROFILES SHOWN AND, UNLESS OTHERWISE SHOWN, OF 16 GAUGE STEEL. BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE 1. THE REQUIRED SIZES OF DOOR UNITS AND THE PROFILE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO N D. FIRE-RETARDANT WOODWORK: HANDLE, STORE AND INSTALL IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS ARE SHOWN ON THE CONTRACT DIRECTIONS AND AS i. BOND STRENGTH: 80 LBS./IN-2 PER ASTM E136, SECTION 07920 - JOINT SEALANTS B. FABRICATE ANCHORS OF STEEL NO LIGHTER THAN THE GAUGE USED FOR THE FRAME, 2-1/2" WIDE BY 10" DRAWINGS. NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE O REQUIRED TO MEET REQUIRED CLASSIFICATION OR RATING. PROVIDE SPECIAL FASTENERS, MOLDINGS, ADHESIVES AND CORRECTLY TO THE INDICATED SIZE. O OTHER ACCESSORIES AS TESTED AND LISTED FOR TYPE OF FIRE-RETARDANT WOODWORK INDICATED. 2. COMPRESSIVE STRENGTH: 3.47 LBS./IN.2 PER ASTM E761. PART 1 - GEN BLIL LONG, THREE (3) PER JAMB UP TO 7' HIGH AND FOUR (4) PER JAMB OVER 7' HIGH. nT 2. PROVIDE SIDELIGHTS WHERE INDICATED, E. CASEWORK: INSTALL WITHOUT DISTORTION SO THAT DOORS AND DRAWERS WILL FIT OPENINGS PROPERLY AND 3. CORROSION RESISTANCE NO EVIDENCE OF CORROSION PER ASTM E937. 1.1 SECTION REQUIREMENTS C. WHERE FRAMES ARE SET INTO DRYWALL STEEL STUD WALLS, WELD 16 GAUGE ANCHOR CUPS 2' D.C. TO EACH 0 BE A SUBMITTALS: PRODUCT DATA AND COLOR SAMPLES. JAMB AND HEAD. ANCHOR CLIPS SHALL MATCH THE SIZE AND TYPE OF STUD USED IN EACH WALL 3. STYLE SHALL BE PPG HERCUUTE, STYLE "P". ENGINEER z ACCURATELY ALIGNED. ADJUST HARDWARE TO CENTER DOORS AND DRAWERS IN OPENINGS AND TO PROVIDE 4. DEFLECTION: NO CRACKING, SPAWNG, DELAMINATION OR THE LIKE PER ASTM E759. (- UNENCUMBERED OPERATION. COMPLETE THE INSTALLATION OF HARDWARE AND ACCESSORY ITEMS AS INDICATED. PART 2 - PRODUCTS D. PROVIDE 16 GAUGE STEEL CHANNEL TEMPORARY SPREADERS AT THE BOTTOM OF ALL THREE-SIDED FRAMES 4. GLASS SHALL BE CLEAR TEMPERED WITH THICKNESS AS U MAINTAIN VENEER SEQUENCE MATCHING (IF ANY) OF CASEWORK WITH TRANSPARENT FINISH. 5. EFFECT OF IMPACT ON BONDING. NO CRACKING, SPALLING DELAMINATION OR THE UKE PER ASTM E760. TO PREVENT DISTORTION DURING SHIPMENT AND STORAGE AND TO HOLD FRAMES IN PROPER POSITION UNTIL RECOMMENDED BY THE MANUFACTURER. w 2.1 JOINT SEALANTS ANCHORAGE AND ADJACENT CONSTRUCTION HAVE BEEN COMPLETED. F. COUNTERTOPS: ANCHOR SECURELY TO BASE UNITS AND OTHER SUPPORT SYSTEMS AS INDICATED, OR AS 6. AIR EROSION: MAXIMUM WEIGHT LOSS OF D.025 GRAMS/FT.2 PER ASTM E859. 5. TOP AND BOTTOM RAILS ARE TO BE STAINLESS STEEL REQUIRED. A COMPATIBILITY: PROVIDE JOINT SEALANTS, JOINT FILLERS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE E. TERMINATE BOTTOM OF FRAMES AT THE INDICATED FINISHED FLOOR LEVEL. WHERE FLOOR FILL OR SETTING WITH A SATIN FINISH. 7. DRY DENSITY: VALUES FOR AVERAGE AND INDIVIDUAL DENSITIES AS REQUIRED FOR FIRE-RESISTANCE RATING WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER SERVICE AND APPLICATION CONDITIONS, BEDS OCCUR, SUPPORT FRAME BY ADJUSTABLE CLIP ANGLES ANCHORED TO THE STRUCTURAL SUBSTRATE. IL G. DOORS INDICATED PER ASTM 0605, BUT NOT LESS THAN THE FOLLOWING: ANGLE FLOOR CUPS SHALL BE 12 GAUGE, WELDED TO FRAME AND PUNCHED FOR TWO (2) 3/8" FASTENERS. R HARDWARE: REFER TO CONTRACT DRAWINGS TO BE FURNISHED B. ELASTOMEPoC SEALANTS: COMPLY WITH ASTM C 920. BY FINISH HARDWARE SUPPLIER. 1. DO NOT INSTALL DOORS UNTIL CONCRETE, TILE WORK AND OTHER WET WORK HAS BEEN COMPLETED A FOR CEMENTITKKIS fIREPR00FING: 14 LBS./FT.3 F. MORTISE, REINFORCE, DRILL AND TAP FRAMES FOR MORTISE-TYPE HARDWARE. FOR SURFACE MOUNTED AND DRIED IN 1. SINGLE-COMPONENT, MILDEW-RESISTANT SILICONE SEALANT, TYPE S; GRADE NS; CLASS 25; USES NT, G, HARDWARE, PROVIDE INTERNAL REINFORCEMENT WHICH IS TO BE FIELD DRILLED AND TAPPED. LOCATE THE AREAS TO RECEIVE DOORS. B. FOR MINERAL FIBER FIREPROOFING: 13 LBS./R.3 A, AND 0; FORMULATED WITH FUNGICIDE USE FOR INTERIOR SEALANT JOINTS IN CERAMIC TILE, STONE, HARDWARE IN FRAMES TO MATCH LOCATION SHOWN OR SPECIFIED FOR DOORS AND IN ACCORDANCE WITH AND OTHER HARD SURFACES IN KITCHENS AND TOILET ROOMS AND AROUND PLUMBING FIXTURES. APPROVED HARDWARE SCHEDULE AND TEMPLATES. PROVIDE THE FOLLOWING: 2. DOORS SHALL NOT BE SUBJECTED TO ABNORMAL HEAT, DRYNESS OR HUMIDITY. AVOID SUDDEN 8. HARDNESS: 0.50" MAXIMUM PENETRATION PER ASTM C569. 1. HINGE REINFORCEMENTS: 7 GAUGE AND SIZE, AS REQUIRED BY APPROVED HARDWARE MANUFACTURER. CHANGES SUCH C. LATEX SEALANT: SINGLE-COMPONENT, NONSAG, MILDEW-RESISTANT, PAINTABLE, ACRYLIC-EMULSION SEALANT AS FORCED HEAT (USED TO DRY OUT THE BUILDING). 9, SURFACE BURNING CHARACTERISTICS: MAXIMUM FUME SPREAD AND SMOKE DEVELOPED VALUES OF 10 AND 0, COMPLYING WITH ASTM C 834. FOR INTERIOR USE ONLY AT PERIMETERS OF DOOR AND WINDOW FRAMES. RESPECTIVELY. 2. STRIKE RDNFORCEMENTS: 7 GAUGE AND SIZE, AS REQUIRED BY APPROVED HARDWARE MANUFACTURER. 3. INSTALL DOORS IN REQUIRED OPENINGS AS SHOWN. INSTALL FLUSH PANELS WITH CONCEALED D. ACOUSTICAL SEALANT FOR EXPOSED JOINTS: NONSAG, PAINTABLE, NONSTAINING, LATEX SEALANT COMPLYING WITH 3. CLOSER AND HOLDER REINFORCEMENT: 12 GAUGE AND SIZE, AS REQUIRED BY APPROVED HARDWARE PROJECT NUMBER DATE FASTENERS. 0. SUBJECT TO COMPUANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: ASTM C 634. FOR INTERIOR USE ONLY AT ACOUSTICAL ASSEMBLIES. MANUFACTURER. �]r'fp20 CE PROVIDE PILOT HOLES OF PROPER SIZE FOR SCREWS INTO PARTICLE BOARD CORE DOORS. USE STAINLESS STEEL 2003 03.25.2021 0 SHEET METAL SCREWS INTO PARTICLEBOARD. 1. CEMENTITIOUS FIREPROOFING: "N10NOKOTE GRACE CONSTRUCTION PRODUCTS DMSION, W.R. GRACE & COMPANY. E. WINNABLE, SEALANT FOR CONCEALED JOINTS: NONDRYING, NONHASEALING INTNG,ERIOR R CONCEALEDNING, NONSTAINING, 4. COVER BOXES: FULLY ENCLOSING STEEL COVER BOXES SHALL BE PROVIDED OVER ALL MORTISES. CUNNAI3LE, SYNTHETIC-RUBBER SEALANT RECOMMENDED FOR SEALING INTERIOR CONCEALED JOINTS TO REDUCE Q 4. APPLY HARDWARE IN ACCORDANCE WITH HARDWARE MANUFACTURER'S INSTRUCTIONS AND "SECTION PROVIDE REMOVABLE ACCESS PLATES IN THE HEADS OF FRAMES TO RECEIVE CONCEALED DOOR DRAWN BY: CFECK BY:TRANSMISSION OF AIRBORNE SOUND. FOR INTERIOR USE ONLY AT ACOUSTICAL ASSEMBLIES. EL 08710 - FINISH 2. MINERAL FIBER FIREPROOFING: 'CARCO FlAZE-SHIELD UNTIED STATES MINERAL PRODUCTS COMPANY. CLOSERS. OFFSET REINFORCEMENT SO THAT FACES OF HINGES OR KEEPERS ARE FLUSH WITH FACE KL KS Q HARDWARE". ADJUST DOOR INSTALLATIONS TO PROVIDE UNIFORM CLEARANCE AT HEAD AND JAMBS AND TO CONTACT PART 3 - EXECUTION OF THE FRAME REBATE. 0 2.02 AUXILIARY FIREPROOFING MATERIALS 11 STOPS UNIFORMLY. REMOVE AND REPLACE DOORS WHICH ARE FOUND TO BE WARPED, BOWED, OR OTHERWISE 3.1 INSTALLATION 5. HOLES FOR SILENCERS: PROVIDE THREE (3) FOR SINGLE DOORS AND TWO (2) FOR PAIRS OF DOORS. THESE DRAWINGS WERE DAMAGED AND CANNOT BE PROPERLY FffTED IN FRAMES. A GENERAL PROVIDE AUXILIARY FIREPROOFING MATERIALS WHICH ARE COMPATIBLE WITH SPRAYED-ON FIREPROOFING PRODUCTS INSTALL PLASTIC PLUGS IN SILENCER HOLES TO KEEP HOLES CLEAR DURING INSTALLATION. COMPLETED UNDER THE NJT Lu AND SUBSTRATES, APPROVED FOR USE INDICATED BY MANUFACTURER OF SPRAYED-ON FIREPROOFING AND WHICH HAVE BEEN A COMPLY WITH ASTM C 1193. DIRECT SUPERVISION OF: Q 3.03 ADJUSTMENT, CLEANING, FINISHING AND PROTECTION APPROVED BY UL OR OTHER ACCEPTABLE TESTING AND INSPECTING AGENCY FOR USE IN FIRE-RESISTANCE RATED DESIGNS 2.055HOP PAINTING INDICATED. B. COMPLY WITH ASTM C 919 FOR USE OF JOINT SEALANTS IN ACOUSTICAL APPLICATIONS. (`} 0. REPAIR DAMAGED AND DEFECTIVE WOODWORK WHEREVER POSSIBLE TO ELIMINATE DEFECTS FUNCTIONALLY AND REVISION LOCI A CLEAN, TREAT AND PAINT SURFACES OF FABRICAl1D DOOR AND WINDOW WORK INSIDE AND OUT, WHETHER VISUALLY; B. SUBSTRATE PRIMERS: TYPE APPROVED BY MANUFACTURER OF SPRAYED-ON FIREPROOFING FOR SUBSTRATE AND FOR END OF SECTION EXPOSED OR CONCEALED IN THE CONSTRUCTION. ISSUED FOR CHECKSET -- 32$.2( ZO P .CLEAN HARDWARE, LUBRICATE AND MAKE FINAL ADJUSTMENTS FOR PROPER OPERATION. WHERE NOT POSSIBLE TO REPAIR PROPERLY, REPLACE WOODWORK. ADJUST JOINERY FOR UNIFORM APPEARANCE. CONDITIONS OF EXPOSURE INDICATED. SECTION 08100 - STEEL DOORS AND FRAMES B. THOROUGHLY CLEAN METAL SURFACES OF LOOSE SCALE, SHAVINGS, FILINGS, DIRT AND OTHER DELETERIOUS IBB(JED FOR PERMIT, LL + BID 4.06.21 0 CADHESIVE FOR BONDING FIREPROOFING: TYPE RECOMMENDED BY MANUFACTURER OF SPRAYED-ON FIREPROOFING C. MATERIALS BY USE OF WIRE BRUSHES OR OTHER EFFECTIVE MEANS. REMOVE GREASE AND OIL BY ONE OF Q. CLEAN WOODWORK ON EXPOSED AND SEMI-EXPOSED SURFACES. TOUCH-UP SHOP-APPLIED FINISHES TO MANUFACTURER. PART 1 - GENERAL THE METHODS SPECIFIED IN SSPC-SP-1-63 'SOLVENT CLEANING." FILL SEAMS IN EDGES, AS REQUIRED. Z RESTORE D. METAL LATH: EXPANDED METAL LATH FABRICATED FROM MATER14L OF WEIGHT, CONFIGURATION AND FINISH REQUIRED TO 1,01 SUMMARY OF WORK C. APPLY TWO 2 COATS Of METAL PRIMER TO REINFORCEMENT AND ATTACHMENT STEEL AND FRAMING WHICH � DAMAGED OR SOILED AREAS. COMPLY WTH FIRE-RESISTANCE RATED DESIGNS INDICATED AND FIREPROOFING MANUFACTURER'S RECOMMENDATIONS. INCLUDE ( ) CUPS, LATHING ACCESSORIES AND OTHER ANCHORAGE DEVICES REWIRED TO ATTACH LATH TO SUBSTRATES. WILL BE IN CONTACT WITH CONCRETE. ------------ ------------ - ----- -- Q A. THE WORK OF THIS SECTION INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING: R. INSTALLER OF ARCHITECTURAL WOODWORK SHALL ADVISE CONTRACTOR OF PROCEDURES REQUIRED TO PROTECT D. CHEMICALLY TREAT SURFACES WITH PHOSPHATE COMPOUND TO ENSURE MAXIMUM PAINT ADHESION. APPLY A - ---- ARCHITECTURAL WOODWORK DURING REMAINDER OF CONSTRUCTION PERIOD TO ENSURE THAT WORK WILL BE WITHOUT E. TOPCOATS: TYPE AS RECOMMENDED BY MANUFACTURER OF EACH FIREPROOFING MATERIAL REQUIRED FOR APPLICATIONS STEEL DOORS AND FRAMES SUFFICIENT NUMBER OF COATS OF AN APPROVED ENAMEL FILLER, BAKED ON, TO OBTAIN UNIFORMLY SMOOTH DAMAGE OR DETERIORATION AT TIME OF ACCEPTANCE BY OWNER. INDICATED. EXPOSED SURFACE. IN ADDITION, APPLY ONE COAT OF LIGHT-COLORED PRIMER, BAKED ON, TO BOTH INSIDE ------ END OF SECTION F. SEALER FOR MINERAL-FIBER FIREPROOFING: CLEAR-DRYING WATER-DISPERS4BLE PROTECTIVE COATING RECOMMENDED BY B. RELATED WORK SPECIFIED ELSEWHERE AND OUTSIDE SURFACES. TOUCH UP SURFACES HAVING RUNS, SMEARS DR BARE SPOTS. _- Q SECTION 07250 - SPRAYED-ON FIREPROOFING MINERAL FIBER FIREPROOFING MANUFACTURER. t. FINISH HARDWARE - SEE SECTION 08710. E. PROVIDE MINIMUM MIL THICKNESSES OF COATING AS RECOMMENDED BY THE PAINT MANUFACTURER. PART 1 - GENERAL PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE "CARCO BOND-SEAL* BY UNITED STATES MINERAL PRODUCTS COMPANY. 2. PAINTING - SEE SECTION 09900, PART 3 - EXECUTION J 1.01 SUMMARY OF WORK PART 3 - EXECUTION 1.02SMRS 3.01 INSPECTION A THE WORK OF THIS SECEION INCLUDES, BUT IS NOT NECESSARILY LIMITED TO THE FOLLOWING: 3.01 INSPECTION A. PRODUCT DATA SUBMIT MANUFACTURER'S SPECIFICATIONS FOR FABRICATION AND INSTALLATION, INCLUDING DATA A EXAMINE SUBSTRATE AND CONDITIONS UNDER WHICH STEEL DOORS AND FRAME WORK ARE TO BE INSTALLED SUBSTANTIATING THAT PRODUCTS COMPLY WITH SPECIFIED REQUIREMENTS. FOR ANY CONDITIONS DETRIMENTAL TO PROPER AND TIMELY COMPLETION OF WORK. DO NOT PROCEED WITH 1. FIREPROOFING NEW STRUCTURAL STEEL A REQUIRE INSTALLER TO EXAMINE SUBSTRATES TO DETERMINE IF THEY ARE IN SATISFACTORY CONDITION TO RECEIVE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. - SPRAYED-ON FIREPROOFING. A SATISFACTORY SUBSTRATE IS DEFINED AS FOLLOWS: B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS FOR THE FABRICATION AND INSTALLATION OF STEEL DOORS AND 2. PATCHING EXISTING FIREPROOFING AS REQUIRED 1. SUBSTRATE COMPLIES WITH REOUIREMENiS OF THE SECTION IN WHICH THE SUBSTRATE AND RELATED WORK IS FRAMES. INCLUDE DETAILS OF EACH FRAME TYPE, ELEVATIONS OF DOOR DESIGN TYPES, CONDITIONS AT 3.021NSTALLATION ------------------ OPENINGS, DETAILS OF CONSTRUCTION, FINISH, LOCATION AND INSTALLATION REQUIREMENTS OF FINISH HARDWARE 1.02 QUALITY ASSURANCE SPECIFIED AND IS FREE OF 014 GREASE, ROWNG COMPOUNDS, INCOMPATIBLE PRIMERS, LOOSE MILL SCALE, DIRT AND REINFORCEMENTS AND DETAILS OF JOINTS AND CONNECTIONS. A INSTALL STEEL DOORS, FRAMES AND ACCESSORIES IN ACCORDANCE WITH FINAL SHOP DRAWINGS, --- - ----------- OR OTHER FOREIGN SUBSTANCES CAPABLE OF IMPAIRING BOND OF FIREPROOFING WITH SUBSTRATE UNDER MANUFACTURER'S DATA AND AS HEREIN SPECIFIED. A SINGLE SOURCE RESPONSIBILITY: OBTAIN SPRAYED-ON FIREPROOFING MATERIALS FROM A SINGLE CONDITIONS OF NORMAL USE OR FIRE EXPOSURE PROVIDE A SCHEDULE OF DOORS AND FRAMES USING SAME REFERENCE NUMBERS FOR DETAILS AND OPENINGS AS - - MANUFACTURER FOR EACH DIFFERENT PRODUCT- THOSE ON THE CONTRACT DRAWINGS. B. FRAME INSTALLATION: SET FRAMES ACCURATELY IN POSITION, PLUMBED, ALIGNED AND BRACED SECURELY 2. OBJECTS WHICH WILL PENETRATE FIREPROOFING, INCLUDING CUPS, HANGERS, SUPPORT SLEEVES AND SIMILAR ITEMS UNTIL PERMANENT ANCHORS ARE SET. AFTER WALL CONSTRUCTION IS COMPLETE, REMOVE TEMPORARY BRACES B. FIRE PERFORMANCE CHARACTERISTICS: PROVIDE MATERIALS AND CONSTRUCTION WHICH ARE IDENTICAL TO HAVE BEEN SECURELY ATTACHED TO SUBSTRATES. 103DELIVERY STORAGE AND HANDLING AND SPREADERS LEAVING SURFACES SMOOTH AND UNDAMAGED. THOSE TESTED FOR THE FOLLOWING FIRE PERFORMANCE CHARACTERISTICS, ACCORDING TO TEST METHOD 3, SUBSTRATES ARE NOT OBSTRUCTED BY DUCTS, PIPING, EQUIPMENT AND OTHER SUSPENDED CONSTRUCTION THAT A DELIVER STEEL DOORS AND FRAMES CRATED TO PROVIDE PROTECTION WRING TRANSIT AND JOB STORAGE. C. DOOR INSTALLATION: FIT DOORS ACCURATELY IN THEIR RESPECTIVE FRAMES, WITH THE CLEARANCES SPECIFIED INDICATED, BY UL OR OTHER TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING COULD INTERFERE WITH APPLICATION OF FIREPROOFING. JURISDICTION AND COMPLYING WITH REQUIREMENTS OF THE APPLICABLE BUILDING CODES. HEREIN. B. INSPECT STEEL DOORS AND FRAMES UPON D[1NERY FOR DAMAGE. MINOR DAMAGES MAY BE REPAIRED PROVIDED DESIGNATION IN UL "FIRE B. FOR STEEL OR OTHER SUBSTRATES SUSPECTED OF BEING COATED WITH 011, ROLLING COMPOUNDS OR OTHER SUBSTANCES THE FINISH ITEMS ARE EQUAL IN ALL RESPECTS TO NEW WORK AND ACCEPTABLE TO THE DESIGNER; OTHERWISE, D. HARDWARE INSTALLATION: APPLY HARDWARE IN ACCORDANCE WITH HARDWARE MANUFACTURER'S INSTRUCTIONS i. FIRE RESISTANCE RATINGS: AS INDICATED BY REFERENCE TO DESIGN DESIGN RESISTANCE DIRECTORY" FOR FIRE-RATED ASSEMBLIES IN WHICH SPRAYED ATI FIREPROOFING SERVES NOT READILY IDENTIFIABLE HUT POTENTIALLY CAPABLE OF IMPAIRING BOND, CONDUCT TESTS RECOMMENDED BY FIREPROOFING REMOVE AND REPLACE DAMAGED ITEMS AS DIRECTED. AND "SECTION 08710 - FINISH HARDWARE." DRILL AND TAP FOR MACHINE SCREWS, AS REQUIRED. DO NOT MANUFACTURER TO DETERMINE THDR PRESENCE AND EFFECT ON ADHESION OF fIREPR00FING. USE SELF-TAPPING SHEET METAL SCREWS. ANCHOR PANELS IN PLACE WITH CONCEALED FASTENERS. ADJUST AS DIRECT-APPLIED PROTECTION, TESTED PER ASTM E119. PART 2 - PRODUCTS DOORS TO PROVIDE UNIFORM CLEARANCE AT HEAD AND JAMBS AND TO CONTACT STOPS UNIFORMLY. REMOVE C. DO NOT PROCEED WITH INSTALLATION OF FIREPROOFING UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. AND REPLACE DOORS WHICH ARE WARPED, BOWED OR OTHERWISE DAMAGED AND CANNOT BE PROPERLY 2. SURFACE BURNING CHARACTERISTICS: AS INDICATED FOR EACH SPRAYED-ON FIREPROOFING PRODUCT 2.01 MATERIALS INSTALLED. REQUIRED, TESTED PER ASTM E84 AND LISTED IN UL "BUILDING MATERIALS DIRECTORY., 3.02 PREPARATION A. HOT-ROLLED STEEL SHEETS AND STRIPS: COMMERCIAL QUALITY CARBON STEEL, PICKLED AND OILED, COMPLYING 3,03 ADJUSTMENT AND CLEANING 3. TWO-HOUR RATING: MINIMUM FIRE RESISTANCE RATING SHALL BE TWO (2) HOURS UNLESS OTHERWISE A CLEAN SUBSTRATES OF SUBSTANCES WHICH COULD IMPAIR BOND OF FIREPRDOFING, INCLUDING DIL, GREASE, ROVING WITH ASTM A569. INDICATED ON THE DRAWINGS. COMPOUNDS, INCOMPATIBLE PRIMERS AND LOOSE MILL SCALE A CHECK AND ADJUST FINISH HARDWARE ITEM FRAMES JUST PRIOR TO FINAL INSPECTION. LEAVE WORK IN B. COLD-ROLLED STEEL SHEETS: COMMERCIAL QUALITY CARBON STEEL, COMPLYING WITH ASTM A366. 1.03 SUBMITTALS B. PRIME SUBSTRATES WHERE RECOMMENDED BY FIREPROOFING MANUFACTURER, EXCEPT WHERE COMPATIBLE SHOP PRIMER HAS PROPER OPERATING CONDITION. REPLACE DEFECTIVE WORK, INCLUDING DOORS AND/OR FRAMES WHICH ARE WASHINGTON SQUAREUNACCEPTABLE. BEEN APPLIED AND IS IN SATISFACTORY CONDITION TO RECEIVE FIREPROOFING. C. REINFORCEMENT STEEL ASTM A36 A PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA FOR EACH SPRAYED-ON FIREPROOFING PRODUCT SPACE 211 INDICATED. C. FOR EXPOSED SPRAYED-ON FIREPROOFING APPLICATIONS REPAIR SUBSTRATES TO REMOVE ANY SURFACE IMPERFECTIONS THAT D. FILLER: SOUND DEADENING AND HEAT-RETARDING MINERAL FIBER INSULATING MATERIAL. B. IMMEDIATELY AFTER ERECTION, SAND SMOOTH ANY RUSTED OR DAMAGED AREAS OF PRIME COAT AND APPLY p COULD AFFECT UNIFORMITY OF TEXTURE AND THICKNESS IN FINISHED SURFACE OF FIREPROOFING. TOUCH-UP OF COMPATIBLE AIR-DRYING PRIMER. 9640 SW. WASHINGTON SQ RD B. TEST REPORTS: SUBMIT THE FOLLOWING TEST REPORTS: D. REMOVE MINOR PROJECTIONS AND FILL VOIDS WHICH WOULD TELEGRAPH THROUGH. E. FASTENERS: GALVANIZED OR CADMIUM-PLATED STEEL. END OF SECTION TIGARD, OR 97223 1. CERTIFIED TEST RESULTS FORM AN INDEPENDENT TESTING LABORATORY INDICATING COMPLIANCE OF 1. BOLTS AND NUTS: ASTM A307, GRADE A SECTION 08370 - TEMPERED GLASS DOORS SPRAYED-ON FIREPROOFING PRODUCTS WITH PERFORMANCE REQUIREMENTS INDICATED, INCLUDING E. COVER OTHER WORK AND EXISTING IMPROVEMENTS WHICH MIGHT BE DAMAGED BY FALL-OUT OR OVER-SPRAY OF ASBESTOS CONTENT WHERE APPLICABLE. FIREPROOFING MATERIALS DURING APPLICATION. PROVIDE TEMPORARY ENCLOSURE AS REQUIRED TO CONFINE SPRAYING 2. EXPANSION BOLTS: FS FF-S-0325, GROUP III, EXPANSION SHIELD (SELF-DRIWNG TUBULAR EXPANSION PART 1 - GENERAL OPERATIONS, PROTECT THE ENVIRONMENT AND TO ENSURE ADEQUATE AMBIENT CONDITIONS FOR TEMPERATURE AND SHELL BOLT ANCHORS), 2. TEST RESULTS OF IN-PLACE PERFORMANCE AS REQUIRED UNDER PART 3 OF THIS SECTION FOR FIELD VENTILATION. TYPE 1 OR 2. 1.01 SUMMARY OF WORK DRAWING NO. QUALITY CONTROL 3.03 INSTALLATION 3. MACHINE SCREWS: FS FF-S-92, CARBON STEEL, TYPE III CROSS-RECESSED, DESIGN I OR II A THE WORK OF THIS SECTION INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING: C. CERTIFICATES: SUBMIT THE FOLLOWING CERTIFICATES: RECESS, STYLE 2C FLAT HEAD. A COMPLY F EQ IPMENTFIREPROOFING USED MANUFACTURER'S SPRAY FIR FOR MIXING MATERIALS, FOR APPLICATION PROCEDURES AND FOR TEMPERED GLASS DOORS AND SIDELIGHTS TiiiiiiiiiiiiiO05 t. WHERE PRIMERS ARE APPLIED TO STEEL, SUBMIT STATEMENT FROM PRIMER MANUFACTURERS, TYPES OF EQUIPMENT USED TO CONVEY AND SPRAY DN FIREPROOFING MATERIAL; AS APPLICABLE TO THE PARTICULAR F. SHOP PRIMER: ONE OF THE FOLLOWING, BAKED ON: FS TT-P-57 CERTIFYING THAT PRIMERS ARE COMPATIBLE WITH SPRAYED-ON FIREPROOFING AND WILL NOT IMPAIR CONDITIONS OF INSTALLATION AND AS REQUIRED i0 ACHIEVE FIRE-RESISTANCE RATINGS INDICATED. ITS PERFORMANCE UNDER FIRE EXPOSURE FOR APPLICATIONS INDICATED AS PROVED BY ASTM E119 (TYPE II) OR FS TF-P-659. B. RELATED WORK SPECIFIED ELSEWHERE TEST. INCLUDE TEST AND OTHER DATA AS EVIDENCE; DISTRIBUTE DATA TO SPRAYED-ON B. COAT SUBSTRATES WITH ADHESIVE PRIOR TO APPLICATION OF FIREPROOFING WHERE REQUIRED TO ACHIEVE FIRE-RESISTANCE 2.02FABRICATION 1. FINISH HARDWARE - SEE SECTION 08710. FIREPROOFING MANUFACTURER. RATING OR RECOMMENDED BY FIREPROOFING MANUFACTURER FOR MATERIAL AND APPLICATION INDICATED. 2. ACCEPTANCE OF STEEL PRIMERS BY SPRAYED-ON FIREPROOFING MANUFACTURER, BASED ON DATA C. INSTALL METAL LATH AS REQUIRED TO COMPLY WITH FIRE RESISTANCE RATINGS AND RECOMMENDATIONS OF FIREPROOFING A. FABRICATE DOORS AND FRAMES TO THE DESIGN AND DIMENSIONS SHOWN IN ACCORDANCE WITH BEST SHOP 2. GLASS AND GLAZING - SEE SECTION 08800. SUBMITTED BY PRIMER MANUFACTURER. MANUFACTURER FOR CONDITIONS OF EXPOSURE AND INTENDED USE. SECURELY ATTACH LATH TO SUBSTRATE IN POSITION PRACTICES. UNLESS OTHERWISE SHOWN, FABRICATE DOORS AND PANELS TO A THICKNESS OF 1-3/4'. TAKE SPECIFICATIONS REQUIRED FOR FIRE-RESISTANCE RATING INDICATED AND TO SUPPORT AS WELL AS TO REINFORCE FIREPROOFING, USING FIELD MEASUREMENTS AS NEEDED WHEN COORDINATING WITH ADJOINING WORK. 1.02 SUBMITTALS 3. SPRAYED-ON FIREPROOFING MANUFACTURERS' CERTIFICATION THAT THEIR PRODUCTS COMPLY WITH ANCHORAGE DEVICES OF TYPE RECOMMENDED BY FIREPROOFING MANUFACTURER. ATTACH LATHING ACCESSORIES WHERE B. MAKE DOORS AND FRAMES STRONG, RIGID, NEAT IN APPEARANCE AND FREE FROM DEFECTS. RENFORCE A SHOP DRAWINGS SPECIFICATION REQUIREMENTS AND ARE SUITABLE FOR THE USE INDICATED. INDICATED OR REQUIRED. CORNERS OF DOORS AS REQUIRED TO PREVEM TWISTING OR SAGGING. NICHOLAS J. TRICARICO 1.04 DELIVERY. HANDLING AND STORAGE D. INSTALL REINFORCING FABRIC WHERE REQUIRED. 1. SHOW LOCATIONS, QUANTITIES, FABRICATION DETAILS AND INSTALLATION DETAILS, DIMENSIONS, C. FORM EXPOSED SURFACES FREE FROM WARP, WAVE AND BUCKLE, WITH ALL CORNERS SQUARE, UNLESS FASTENINGS, HARDWARE, FINISHES, ETC., TO SHOW CONFORMANCE WITH THE REQUIREMENTS OF THE ARCHITECT A DELIVER PRODUCTS TO PROJECT SITE IN ORIGINAL, UNOPENED PACKAGES WITH MANUFACTURERS' LABELS E. EXTEND FIREPROOFING FULL THICKNESS OVER ENTIRE AREA OF EACH SUBSTRATE TO BE PROTECTED. UNLESS OTHERWISE SHOWN. FORM MOLDED MEMBERS STRAIGHT AND TRUE, WITH WELDED JOINTS COPED OR MITERED, DRAWINGS AND SPECIFICATIONS. THESE SHOP DRAWINGS MUST BE REVIEWED BY THE DESIGNER - IDENTIFYING PRODUCTS LEGIBLE AND INTACT. INCLUDE ON LABEL, NAME OF PRODUCT, MANUFACTURER'S NAME, OTHERWISE RECOMMENDED BY FIREPROOFING MANUFACTURER, INSTALL BODY OF FIREPROOF COVERING IN A INVISIBLEAFTER FINISHING.MED AND IN RE ALIGNMENT. DRESS WELDED JOINTS ON EXPOSED SURFACES SMOOTH SO THEY ARE BEFORE ANY FABRICATION OR INSTALLATION IS BEGUN. TRICARICO ARCHITECTU E SINGLE COURSE. DATE RE MANUFACTURE AND SHELF LIFE, WHERE APPLICABLE. ALSO INCLUDE UL LABELS FOR D. PROVIDE CLEARANCES FOR DOORS, NOT OTHERWISE SPECIFIED, AS FOLLOWS: 1/8" AT JAMBS AND HEADS, 1/8" 2 COCYLINDER LOCKS AND OTHER ORDINATE SHOP DRANNGS ITHARDWARE.H SECTION 08710 TO ENSURE PROPER SIZE AND LOCATION OF AND DESIGN PC FIRE-RESISTANCE RATINGS APPLICABLE TO PROJECT. F. APPLY FIREPROOFING IN THICKNESSES LESS THAN THAT REQUIRED TO ACHIEVE FIRE RESISTANCE RATINGS SPECIFIED. AT MEETING STILES OF PAIRS OF DOORS AND 3/8" AT BOTTOM WHERE NO SADDLE OR CARPET IS REQUIRED. B. USE MATERIALS WITH LIMITED SHELF LIFE WITHIN PERIOD INDICATED. REMOVE FROM PROJECT SITE AND PERFORMANCE GUARANTEES: FURNISH A TWO-YEAR GUARANTEE, CERTIFYING THAT WORK IS IN ACCORDANCE FIRM REGISTRATION NO. LICENSE NO. DISCARD ANY MATERIALS WHOSE SHELF LIFE HAS EXPIRED. WHERE A SADDLE 6 SHOWN, PROVIDE 1/4" CLEARANCE ABOVE THE THRESHOLD. WHERE CARPET IS SHOWN, WITH THE CONTRACT DOCUMENTS, INCLUDING AUTHORIZED ALTERATIONS AND ADDITIONS AND THAT SHOULD ANY AR-0654 ARI-26 APPLY FIREPROOFING MATERIALS BY SPRAYED-ON METHOD TO MAXIMUM EXTENT POSSIBLE. FOLLOWING PROVIDE 1/4" CLEARANCE ABOVE THE CARPET. DEFECTS IN MATERIALS AND WORKMANSHIP AFFECTING THE FUNCTION AND PERFORMANCE OF THE DOORS COMPLETE THE COVERAGE BY TROWEL APPLICATION OR OTHER EACH AREA E I O T R PEAIN N A , ----- - --- C. STORE MATERIALS INSIDE, UNDER COVER, ABOVE GROUND AND IN A MANNER TO KEEP THEM DRY UNTIL READY SPRAYING ODEVELOP DURING THE GUARANTEE PERIOD, SUCH DEFECTS WILL, UPON WRITTEN NOTICE, BE REPAIRED OR TO USE. REMOVE FROM PROJECT SITE AND DISCARD ANY MATERIALS THAT HAVE. BEEN EXPOSED TO MOISTURE PLACEMENT METHOD ACCEPTABLE TO MANUFACTURER, E. BEVEL LOCK EDGE 1/8' IN 2" FOR DOORS. REPLACED AT NO EXPENSE TO THE OWNER, GUARANTEE DOES NOT APPLY TO BREAKAGE OF GLASS. D 6.R r7 OR HAVE OTHERWISE DETERIORATED. H. APPLY SEALER AND TOP COAT TO SPRAYED-ON FIREPROOFING WHERE RECOMMENDED BY THE F. MORTISE, REINFORCE, DRILL AND TAP DOORS AT FACTORY TO RECEIVE MORTISE-TYPE HARDWARE IN ACCORDANCE r 1.05 ENVIRONMENTAL CONDITIONS MANUFACTURER. WITH REVIEWED HARDWARE SCHEDULE AND TEMPLATES. PROVIDE REINFORCING, DRILL AND TAP FOR DOORS TO 1.03 DELIVERY, HANDUNG AND STORAGE ~� J.NICHOLAS CHOL S Q RECEIVE SURFACE APPLIED HARDWARE. AT PUSH PLATES AND KICK-PLATES, PROVIDE REINFORCING ONLY. USE V STEEL SECURED BY SPOT WELDING AS REINFORCEMENT. REINFORCE AS FOLLOWS: A. STORE All MATERIALS DELIVERED TO THE SITE IN ASSIGNED SPACES. SELECT SPACES WHERE STORED ARI-2608 DO NOT INSTALL SPRAYED-ON FIREPROOFING WHEN AMBIENT OR SUBSTRATE TEMPERATURES ARE 400E (4.40C) AND FALLING, UNLESS TEMPORARY PROTECTION AND HEAT CAN BE PROVIDED TO MAMATERIALS WILL NOT BE EXPOSED TO WETTING OR DAMAGE AND WILL PERMIT EASY ACCESS TO AND HANDLING UINTAIN TEMPERATURES OF BOTH • • 00 AT OR ABOVE THIS TEMPERATURE LEVEL FOR 24 HOURS BEFORE, DURING AND AFTER APPLICATION OF SPRAYED 2. LOCK FRONTS;GAUGE E AND GAUGEZE, AS SIREQAISEBYAPP O D HARDWARE MANUFACTURER. ANUFA T MANUFACTURER. OF THE TELT NATERIALSGAINST DAIAAGE MATERIALS LL TIMES.NEATLY, PROPERLY STACKED ON DUNNAGE AND COVER OR ADEQUATELY Uig WAYNE,NJ FIREPROOFING. VENTILATE SPRAY FIREPROOFING BY MEANS DF NATURAL OR, WHERE THIS IS INADEQUATE, FORCED 3. LOCK: 12 GAUGE AND SIZE, AS REQUIRED REQUIRED APPROVED HARDWARE MANUFACTURER.MANUFAC 9.T AIR CIRCULATION DURING AND AFTER APPLICATION UNTIL IT THOROUGHLY DRIES. 4. CLOSER: 12 GAUGE ONE-PIECE CHANNEL AND SIZE, AS REWIRED BY APPROVED HARDWARE B. PROTECT MATERIALS AGAINST STAINING, ETCHING, SCRATCHING AND BREAKAGE. FOF ORw J it 1.06 SEQUENCING MANUFACTURER. 11 SEAL PROFESSIONAL SEAL