The URL can be used to link to this page

Home My WebLink About1331 E Front Street Address: 1331 E Front Street 13 7( C- - -ne ,. �- 5(--, (C,I �� F PREPARED 12/03/15, 13:41:03 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/03/15 ---------------------------------------------------------------------------_--------------------- ADDRESS . : 1331 E FRONT ST SUBDIV: CONTRACTOR TERWISSCHA CONSTRUCTION INC. PHONE (320) 235-1664 OWNER olympic veterinary clinic prop PHONE (360) 452-8978 PARCEL 06-30-00-5-3-1475-0000- APPL NUMBER: 15-00000615 COMM REMODEL ------------------------------------------------------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMERCTA*. REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 8/10/15 JLL BLDG FOUNDATION FOOTING 8/11/15 AP August 10, 2015 9:59:53 AM jlierly. Mike 218-831-8441 August 11, 2015 8:58:10 AM jlierly. BL3 01 9/18/15 JLL BLDG FRAMING 9/18/15 AP September 18, 2015 8:39:21 AM jlierly. mike 218-831-8441 September 18, 2015 4:06:45 PM jlierly. BLWS O1 9/22/15 JLL BLDG INSULATION WALL/FLOOR 9/22/15 AP September 22, 2015 8:51:08 AM jlierly. Mike 218-831-8441 September 22, 2015 4:04:13 PM jlierly. BLTB O1 11/13/15 JLL BLDG T-BAR 11/13/15 AP November 13, 2015 9:52:24 AM jlierly. mike 218-831-8441 November 13, 2015 4:52:48 PM jlierly. BL99 01 12/03/15 BLDG FINAL December 3, 2015 9:45:02 AM jlierly. tQt__ Mike 218-831-8441 ---------------------------- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME1 01 11/13/15 JLL MECHANICAL ROUGH-IN 11/13/15 AP November 13, 2015 9:52:55 AM jlierly. November 13, 2015 4:52:48 PM jlierly. ME99 01 12/03/15 MECHANICAL FINAL December 3, 2015 9:45:29 AM jlierly. ------------------------------------------------- PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL1 01 8/03/15 JLL PLUMBING UNDER SLAB 8/03/15 AP July 31, 2015 9:34:42 AM jlierly. Mike 218-831-8441 August 3, 2015 4:19:38 PM jlierly. This includes the water line on the exterior of the building also.JLL PL2 01 9/08/15 JLL PLUMBING ROUGH-IN 9/09/15 AP September 8, 2015 10:31:37 AM jlierly. mike September 9, 2015 8:46:55 AM jlierly. PL3 01 9/15/15 JLL PLUMBING GAS LINE 9/15/15 DA September 15, 2015 8:53:07 AM jlierly. ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 12/10/15, 9:11:52 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/10/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 1331 E FRONT ST SUBDIV: CONTRACTOR TERWISSCHA CONSTRUCTION INC. PHONE (320) 235-1664 OWNER olympic veterinary clinic prop PHONE (360) 452-8978 PARCEL 06-30-00-5-3-1475-0000- APPL NUMBER: 15-00000615 COMM REMODEL ------------------------------------------------------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMERCTnr. REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 8/10/15 JLL BLDG FOUNDATION FOOTING 8/11/15 AP August 10, 2015 9:59:53 AM jlierly. Mike 218-831-8441 August 11, 2015 8:58:10 AM jlierly. BL3 01 9/18/15 JLL BLDG FRAMING 9/18/15 AP September 18, 2015 8:39:21 AM jlierly. mike 218-831-8441 September 18, 2015 4:06:45 PM jlierly. BLWS O1 9/22/15 JLL BLDG INSULATION WALL/FLOOR 9/22/15 AP September 22, 2015 8:51:08 AM jlierly. Mike 218-831-8441 September 22, 2015 4:04:13 PM jlierly. BLTB O1 11/13/15 JLL BLDG T-BAR 11/13/15 AP November 13, 2015 9:52:24 AM jlierly. mike 218-831-8441 November 13, 2015 4:52:48 PM jlierly. BL99 01 12/03/15 JLL BLDG FINAL 12/03/15 DA December 3, 2015 9:45:02 AM jlierly. Mike 218-831-8441 December 3, 2015 4:03:28 PM jlierlyComplete ada walk entrance at front door. Clean alley parking lot of debris and mud/jll BL99 02 12/10/15 L BLDG FINAL December 10, 2015 9:12:41 AM jlierly. mike 218-831-8441 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 12/03/15, 13:41:03 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/03/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 1331 E FRONT ST SUBDIV: CONTRACTOR TERWISSCHA CONSTRUCTION INC. PHONE (320) 235-1664 OWNER olympic veterinary clinic prop PHONE : (360) 452-8978 PARCEL 06-30-00-5-3-1475-0000- APPL NUMBER: 15-00000615 COMM REMODEL ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ Mike 218-831-8441 oxy supply static pressure test only September 15, 2015 3:50:44 PM jlierly. no pressure in main lione and the other was 50 lbs 150lbs static test is required for any med gas supply check for leaks and recall when ready/JLL PL3 02 9/18/15 JLL PLUMBING GAS LINE 9/18/15 AP September 18, 2015 8:41:09 AM jlierly. - This is for the med gas line and will only be for a static pressure test. Thrid party will be responsible for cross connection and purity testing. Provide a copy of the trhird party report to the City of Port Angeles September 18, 2015 4:06:45 PM jlierly. PL3 03 11/18/15 JLL PLUMBING GAS LINE 11/30/15 AP November 18, 2015 10:28:13 AM jlierly. This inspection is for labeling of the oxy line for med gas only. JLL November 30, 2015 12:38:01 PM jlierly. PL99 01 12/03/15 PLUMBING FINAL December 3, 2015 9:45:43 AM jlierly. --------------------- --------- COMMENTS AND NOTES CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION ® 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 15-00000615 Date 6/30/15 Application pin number . . . 785300 (fin Property Address . . . . . . 1331 E FRONT ST ASSESSOR PARCEL NUMBER: 06-30-00-5-3-1475-0000- REPORT EPOpT$ALES TAX v Application type description COMM REMODEL Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . COMMERCIAL ARTERIAL (Location Code 0502) Application valuation . . . . 500000 Application desc tenant improvement to vet clinic ---------------------------------------------------------------------------- W Owner Contractor ------------------------ ------------------------ olympic veterinary clinic prop TERWISSCHA CONSTRUCTION INC. 1\,l erties llc 1550 WILLMAR AVE SE SUITE 1331 front st. WILLMAR_ MN PORT ANGELES WA 98362 WILLMAR MN 56201 (360) 452-8978 (320) 235-1664 - -------------------------------=--------- -------------- ------------------- Permit - . . . . BUILDING PERMIT COMMERCIAL Additional desc . . INTERIOR REMODEL Permit Fee . . . . 3260.2.5 Plan Check Fee 2119.16 Issue Date 6/30/15 Valuation . . . . 500000 �0 Expiration Date 12/27/15 Qty Unit Charge Per Extension BASE FEE 1020.25 400.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 2240.00 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . TI WORK MECHANICAL Permit Fee . . . . 226.10 Plan Check Fee .00 Issue Date 6/30/15 Valuation . . . . 0 Expiration Date 12/27/15 Qty Unit Charge Per Extension BASE FEE 50.00 10.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 72.50 --------7.00 .14.8000 EA ME-HEATER(SUSP%WALL/FLOOR-MTD) 103.60 -------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc TI WORK PLUMBING Permit Fee . . . . 390.00 Plan Check Fee .00 1 Issue Date . . . . 6/30/15 Valuation . . . . 0 Expiration Date 12/27/15 Qty Unit Charge Per Extension BASE FEE 50.00 28.00 7.0000 EA PL-PLUMBING TRAP 196.00 b 1.00 7.0000 EA PL-WATER LINE 7.00 1.00 7.0000 EA PL-DRAIN VENT PIPING 7.00 1.00 15.0000 EA PL-SEWER LINE 15.00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes ' null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit �j 3011 BUILDING PERMIT INSPECTION RECORD -- PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Onl T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump I Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Li hting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES = s DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 15-00000615 Date 6/30/15 Application pin number . . . 785300 REPORT SALES TAX Qty Unit Charge Per Extension on our state excise tax form 1.00 50.0000 EA PL-MED GAS PIPING,1-5 OUTLETS 50.00 J 13.00 5.0000 EA PL-MED GAS PIPE, EA >5 OUTLETS 65.00 to the City of Port Angeles --------------------------------------------------------------- Special Notes and Comments Location Code 0502) June 8, 2015 11:21:46 AM tamiot. ELECTRICAL PERMIT IS REQUIRED. IF THE ELECTRICAL SERVICE IS UPGRADED AND ANY CHANGES ARE REQUIRED TO THE CITY ELECTRICAL FACILITIES IT WILL BE AT THE OWNERS EXPENSE. Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. A minimum 2A-10BC fire exinguisher is required. Extinguishers must be mounted, with the top no more than 5' off the floor. Suggested extinguisher placement is adjacent to an exit. Owner is responsible for ongoing fire alarm system inspection and maintenance per the current addition of NFPA 72. Owner is responsible for ongoing fire sprinkler system inspection and testing per the current addition of NFPA 25. June 5, 2015 1:37:42 PM kdubuc. Any Fire Alarm or fire sprinkler modifications must be approved. All construction work within.the City right of way requires a separate Right of Way Construction application to be completed by the contractor and approved by Public Works Engineering prior to the start of work. A pedestrian or traffic control plan is to be submitted for approval with the application as necessary. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 3876.35 3876.35 .00 .00 Plan Check Total 2119.16 2119.16 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 6000.01 6000.01 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void ifwork or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. 1 hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Onl T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing I Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW'/Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit 1314 1318W®R 201 4 i 1325 y 1332 x}�. � . .T � ® 1�- t � .w{#? 220 r'F A AKA V.1404 1 1331CO � k. w ` 1308 <. 1405 P/ 1308 f ,,r ; t� �H� ati. trY� • ''1 1 r{Y n 1308 1308 ` R � ! - 1404 , ,, 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 D Project Info Project Address Olympic Veterinary Clinic Date 6/10/2015 Compliance 1331 E Front Street For Building Department Use forms not uire a rePort Angeles,WA 98362 4 password to Applicant Name: Jeremy Rumph use. Instructional and Applicant Address: 1550 Willmar Ave SE-Willmar,MN 56201 calculating cells are wite- Applicant Phone: 320-235-1664 Project Description 13 New Building 13 Addition 0 Alteration 0 Plans Included Lighting Compliance Path 40 Lighting Power Density Calculations 0 Total Building Performance (If Total Building Performance then only LGT-CHK is required.) Lighting Power Allowance 0 Building Area Method ® Space-By-Space Method Method Selection required to enable LPA forms Interior Lighting System Most spaces are recessed 2x4 ceiling with lay-in light fixtures. Some areas are re-using Description existing fluorescent parabolic fixtures, and some have new fluorescent or LED fixtures. For purposes of calculations I am treating the re-used fixtures as new fixtures being installed. Briefly describe lighting system type and features. Additions and Change of Space Use C101.4.3 &C101.4.4 0 Addition area or Change of Space Use area complies with all applicable provisions as stand alone project O Audition area is combined with existing building lighting systems to demonstrate compliance with all applicable Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maximum allowed and proposed(including existing if applicable)lighting wattage of Addition or Change of Use space.Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations,Renovations and Repairs C101.4.3.1 0 60%or more of luminaires in space replaced Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed(including existing)lighting wattage n Proposed Wattage table.Retrofit and non-retrofit spaces shall be documented separately using multiple forms. Less than 60%of luminaires in space replaced Provide a separate Space-By-Space Method(LTG-INT-SPACE)Compliance Form for this retrofit area.Document existing total wattag within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table.Document proposed(including existing)lightin wattage in the Proposed Wattage table. 0 Lamp and/or ballast replacement within existing luminaires only—existing total interior building wattage not increased 0 New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls(C405.2.1),occupancy sensors(C405.2.2.2),daylight zone controls(C405.2.2.3),specific application controls(C405.2.3),and commissioning of lighting controls per C405.13 0 New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring,automatic time switch controls(C405.2.2.1),and commissioning of lighting controls per C405.13. A Space is reconfigured-luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. 13 No changes are being made to the interior lighting and space use not changed. 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Address Olympic Veterinary Clinic Date 6/10/2015 Lighting Alterations,Renovations &Building Additions For Building Department Use C Less than 60% 0 60%or more Stand alone Addition fixtures replaced fixtures replaced bldg.addition combined Notes: a.Lighting fixtures in a building addition may comply as a stand a/oneproject orthey maybe combined vVth the overall existing bldg lighting to demonstrate compliance.Refer to C101.4.3. b.For retrofits and building additions,provide Space Types and gross interior areas in the MaximumAllovted Lighting table.If a builidng addition Mill comply as combined faith the overall existing builidng,include all applicable existing Space Types and gross interior areas. c.Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. .7Y MZ6 L110 5075 or existing 17X[UreS W11 proviae rorai existing 77gnVng mrragU Nla ►1•IYQ4gkollirfltw® ugltip WA"iffn Allovted Lighting table. Location pan# room#) Space Type* Watts per ftp Area in ff (watts/ft''x area) E1.2 Lobby 0.90 918 826 E1.2 Lounge recreation 0.73 177 129 E1.2 Office-Enclosed 1.11 354 393 E1.2 Food preparation 0.99 156 154 E1.2 Restroom 0.98 249 244 E1.2 Sales area 1.68 118 198 E1.2 Storage 0.63 230 145 E1.2 Health care clinic/hospital:Corridors/transition 0.89 645 574 E1.2 Conference/meeting/multipurpose 1.23 304 374 E1.2 Health care clinic/hospital:Exam/treatment 1.66 1456 2417 E1.2 Health care clinic/hospital:Medical supplies 1.27 103 131 E1.2 Health care clinic/hospital:Nurse station 0.87 69 60 E1.2 Health care clinic/hospital:Operating room 1.89 242 457 E1.2 Health care cliniclhospital:Patient room 0.62 615 381 E1.2 Health care clinic/hospital:Pharmacy 1.14 109 124 E1.2 Health care clinicthospital:Radiology/imaging 1.32 73 96 Atrium** Enter Height: Existing Lighting Enter Exist.Watts:, [Retall Display Allowance from LTG-INT-DISPLAY * Select Table C405.5.2(2)category from drop dow7 menu. Area Allowed Watts ** For atriums,indicate height.Allotaed taettage for first 40 feet is 0.03 W/ft. ht, Total 5 818 6705 above 40 feet is 0.02 Witt. ht. Proposed Lighting Wattage Location(plan# Number of Watts/ Watts room#) Fixture Description*** Fixtures Fixture Proposed E1.2 J1-1 lamp T8 fluor.Strip 8 32 256 E1.2 R-3 lamp T8 fluor.parabolic lay4n(re-installed existing) 50 105 5250 E1.2 C-2 lamp T8 fluor.Surface wrap 4 64 256 E1.2 D-6"Recessed LED 9 16 144 E1.2 P-2x4 LED lay-in 16 44 704 E1.2 EM-Emergency Egress Integral Battery-C406.6.1-1.2 8 E1.2 EM3-Emergency Egress Integral Battery-C406.6.1-1.2 4 E1.2 XM-Exit/Emergency Egress Integral Battery-C406.6.1.1.2 9 Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allotted Watts for Interior Lighting Total Proposed Watj 6 610 ***Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Notes: 1.Include ALL proposed lighting fixtures. 2.Forproposed Fixture Descrivtion.indicate fixture tvDe.lamp tvpe le.a. T-8).number of lamps in the fixture. and ballast tvoe fif included). -r....'.....-... .......,.�..� ..r.............................-*'"'..."*r.",-'...y. . -I'-.,....... .........r................,. ................'r-�.........,.. ..�. For track lighting,list the length of the track(in feet)in addition to the fixture,lamp,and ballast inform a tion. 3.Forproposed Watts/Fixture, use manufacturer's listedmaximum inputmattage of the fixture(not simplythe lamp wettage) and.other criteria as specified in Section C405.5.1.For line voltage track lighting,list the greater of actual luminaire mettage orlength of track multiplied by 50, or as applicable,the mettage of current limiting devices of the transformer. For low voltage track lighting list the transformer rated mattage. 4 Forfighting ui men eligible for exemC405.5.1.no i mer and leave W s/Fixture blank, fie ��r�exi . -- 8(40e�i18jf&fl&ightingtable in the same manneras new fixtures.Identify as exisfingi`rf PLl ES !shi •2012 ngton State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 ProjeAddress Olympic Veterinary Clinic Date 6/10/2015 The following information is necessary to check a permit application for compliance with the lighting,motor,and transformer requirements in the Was State Energy Code,Commercial Provisions. p Ica i I Location m building epa men (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes LIGHTING CONTROLS Section C405.2 C405.2.1.1 Manual interior Indicate onlans the manual control type&locations served— E0.1, __ E1.2 ___ _ sea Indicate of plans the 50%lighting load reduction method C405.2.1.2 lighting controls provided or identify exception taken Indicate lighting system automatic shut-off capability-identify Exceptions of Automatic time switch li hting zone areas served on plans; Patient Care and _ No C405.2.2.1 controls and override Indicate locations of override switches on plans and the areas Use of Occupancy switching served,include area sq.ft:, __ _Sensors Indicate locations where automatic shutoff is provided by other methods(occupancy sensor,daylight controls etc sea C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors E1.2 ay ig t zones- Indicate vertical fenestration primary and secondary daylight NA C405.2.2.3 Vertical fenestration zone areas on plansinclude sq. and skVlights Indicate skylight da li ht zone areas on plans,includes .ft. NA C405.2.2.3.2 Daylight zone Indicate on plans the locations served by daylight zone controls; controls Indicate in plans the lighting load reduction(dimming)method- stepped or continuous dimming Specific application Indicate on plans the locations served by specific application NA C405.2.3 lighting controls- lighting controls General Indicate lighting control method for display and accent lighting, C405.2.3- Display and accent and-display_case lighting;____ NA Items 1&2 lighting Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same Mace C405.2.3- Hotel/motel guest Provide a lighting control device at each guest room entry for all NA nem 3 rooms permanently installed fixtures in guest room; Indicated whether lighting control is manual or automatic NA C405.2.3- Supplemental task Provide automatic shut-off vacancy controls for supplemental nem 4 lighting task lightina,including under-shelf or under-cabinet lighting Identify eligible non-visual applications and method of lighting C405.2.3- Lighting for non- control NA Indicate these fixtures are controlled independently from both Item 5 visual applications general area lighting and other lighting applications within the same space Indicate lighting control method for lighting equipment for sale C405.2.3- Lighting equipment or demonstration _ NA nem 6 for sale or Indicate these fixtures are controlled independently from both demonstration general area lighting and other lighting applications within the same space If egress lighting power density is greater than 0.05W/ft2, C405.2.3- Means of egress indicate method of automatic shut-off during unoccupied NA Periods: Item 7 lighting Identify on plans the egress fixtures that function as both normal and emergency means of egress illumination C405.10 Cooler and freezer Provide vacancy device or timer to turn off fixtures within 15 NA C405.11 lighting minutes of unoccupancy for cooler and freezer lighting fixtures with lamp efficacy less than 40 lumens Per watt NA C405.2.4 Exterior lighting Indicate on exterior lighting plans the automatic lighting control Existing controls method and locations served Exterior building Provide motion sensor controls for building grounds fixtures NA C405.6.1 grounds lighting rated at greater than 100 watts with lamp efficacy less than 60 controls lumens or identify exception taken Identify applicable commissioning documentation requirements Exception- per Section C408 or eligibility for exception; _ System No C408.3 Lighting system Provide written procedures for functional testing of all automatic Is less than 10kW functional testing controls and describe the expected system response; Installed lighting Identify in construction documents the parry responsible for functional testing of automatic lighting controls INTERIOR LIGHTING POWER&EFFICACY Sections C405.5 C405.10,C405.11 Provide fixture schedule with fixture types,lamps,ballasts,and E0.1 C405.5.1 rated wattser fixture' spaces a Igi e or I�1�ing power exemption on plans C405.5.1.1 en Yes C405.5.1.2 Total connected and in compliance forms; __— C405.5.1.3 interior lighting power Identify lighting equipment eligible for exemption in fixture C405.5.1.4 schedule and in comp-ante forms_ Indicate that exempt lighting equipment is in addition to general area liahting and is controlled independently Yes C405.4 Exit signs Provide exit sign types and rated watts per fixture in fixture <SW E0.1 schedule maximum 5 watts per fixture lighting, • • andTransformerDocuments 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Address Olympic Veterinary Clinic Date 6/10/2015 The following information is necessary to check a permit application for compliance with the lighting,motor,and transformer requirements in the Washington State Energy Code,Commercial Provisions. Applicauility oCa on In w ing epa men (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes C405.10 Cooler and freezer For lighting in walk-in coolers and freezers,and refrigerated NA C405.11 lighting Warehouse coolers and freezers,provide rated lamp efficacy(in lumens per watt)in fixture schedule Lighting Power Calculation-Indicate compliance path taken Complete required compliance forms—proposed wattage per NA C405.5.2 Building Area Method building area does not exceed maximum allowed wattage per building area.Identify locations of building areas on plans Complete required compliance forms—total proposed wattage Yea C405.5.2 Space-By-Space does not exceed maximum allowed wattage.Identify locations of E1.2 Method space types on plans,including retail display areas as EXTERIOR LIGHTING POWER&EFFICACY Section C405.6 Provide fixture schedule with fixture types,lamps,ballasts,and Total connected rated watts_per fixture----_----_—_ — ---------- --------- NA C405.6.2 exterior lighting Identify exterior applications eligible for lighting power power exemption on plans and in compliance forms; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting NA Table Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ C405.6.20) Exterior building For building grounds fixtures rated at greater than 100 watts, NA C405.6.1 grounds lighting provide rated lamp efficacy(in lumens per watt)in fixture schedule Exterior lighting Complete required compliance form—proposed wattage for NA C405.6.2 power calculations exterior lighting plus base site allowed does not exceed maximum allowed MOTORS&TRANSFORMERS(Sections C405.8, C405.9) NA C405.8 Electric Motors For motors not part of an HVAC system,provide electric motor schedule on electrical plans with hp,rpm,and rated efficiencv NA C405.9 Transformers Provide distribution transformer schedule on electrical plans with transformer size and efficiency If"no"is selected for any question, provide explanation: THE C TY OFPRO�RTA��I,GELES For City Use Permit# w a s H I N G T o N, U. S. Date Received: !o- 33--0!(� 321 E 51h Street Date Approved t`/ J421 iL Port Angeles,WA 98362 '1/ 0 ` ` ol P:360-417-4817 F: 360-417-4711 `\ Email:permits@cityofpa.us BUILDING PERMI LICATION Project Address: 1331 East Front Street Phone: (320) 235-1664 Primary Contact: Jeremy Rumph Email: jrumph@twcinc.com Name: Phone: (360)457-9035 Dr.Dwight Waknitz Property Mailing Address Email: Owner 1417 East Front Street City: State: Washington Zip 98302 Port Angeles Name: Phone: (320)235-1664 TerWisscha Construction Inc. Contractor Address: Email: lcneslon@twcinc.com 1550 Willmar Ave.S.E. Information City: Willmar State:MN Zip:56201 Contractor License#:CC TWCDEDB854JA Exp.Date:05/01/2017 Legal Description: Zoning: Tax Parcel # Project Value: (materials and labor) CA $500,000.00 Residential El Commercial X Industrial ❑ Public Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction ❑ Exterior Remodel ❑ Addition ❑ Tenant Improvement X appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Will a fire sprinkler system be installed or Irrigation System? Proposed Proposed Bedrooms modified? Yes ❑ No X Yes ❑ No X Bathrooms NA 4 Project Description: 6,324 gross square foot Tenant Finish project,located at 1331 East Front Street,Port Angeles,Washington,and is on the North West corner of Ennis Street and East Front Street. The project is in Clallam County with the City of Port Angeles,WA being the municipality having jurisdiction.The last occupant was a liquor store;the existing building foot print will accommodate the proposed clinic without any additional square footage being added. The building construction:Split-faced CMU block,open web steel truss,flat,membrane roof,Aluminum Storefront Entry and window systems as well as a steel framed canopy at the main entry,all to remain. Is project in a Flood Zone: Yes ❑ No X Flood Zone Type: If in a Flood Zone,what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. 05/26/2015 Jeremy Rumph ja Date Print Name Signature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 3o"or 2" floor) Garage Carport Other(describe) Area Totals Commercial Structures Proposed For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure(s) 6,324 0 Proposed Addition o Tenant Improvement? 6,324 $500,00.00 Other work(describe) Site Area Totals Lot/Site Covera a Calculations Lot Size(sq ft) Lot Coverage(sq ft) %Lot Coverage(Total lot coverage_lot size) 18,2 6, % Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site coverage_lot size) Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler: Size: # Haz/Non-Haz Piping: Outlets: Appliance Exhaust Fan: # Heater(Suspended,Floor,Recessed # wall): 7 Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable): Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping: #of Outlets: Ventilation Fan,single duct: # io Furnace/Heat Pump/ Size: # Ventilation System: # Forced Air Unit: i ton i 6 Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps #28 Fuel gas piping #of Outlets: Water Heater #1 Medical gas piping #of Outlets:18 Water Line Yes(xl) Plumbing Vent piping #1(yes) Sewer Line Yes(xl) Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx 1 Olympic Vet Clinic 1331 E. Front Street Project No: 14308 Port Angeles, WA 98362 1 1 1 1 1 PROJECT MANUAL 1 Issued For: Permit/Constuction Date: 2015-05-22 1 TerWisscha Construction, Inc. ' 1550 Willmar Ave SESuite Willmar, MN 56201 (320) 235-1664 1 TERWISSCHA 112 CONSTRUCTION INC. REGISTERED 1 ARCHITECT PHILIP B. STATE OF W GTON 1 TABLE OF CONTENTS SECTIONS PAGES DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS ' NOT APPLICABLE DIVISION 01 - GENERAL REQUIREMENTS ' SECTION 011000-SUMMARY 4 SECTION 013300-SUBMITTAL PROCEDURES 11 SECTION 014000-QUALITY REQUIREMENTS 7 ' SECTION 014200-REFERENCES 1 SECTION 016000-PRODUCT REQUIREMENTS 1 SECTION 017300-EXECUTION 3 ' DIVISION 02 - EXISTING CONDITIONS SECTION 024119-SELECTIVE DEMOLITION 4 DIVISION 03 - CONCRETE ' SECTION 033000-CAST-IN-PLACE CONCRETE 19 DIVISION 04 - MASONRY ' NOT APPLICABLE ' DIVISION 05 - METALS NOT APPLICABLE ' DIVISION 06 -WOOD, PLASTICS, AND COMPOSITES SECTION 061000-ROUGH CARPENTRY 11 SECTION 064116-PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS 6 DIVISION 07 -THERMAL.AND MOISTURE PROTECTION ' SECTION 079200-JOINT SEALANTS 12 ' DIVISION 08 - OPENINGS SECTION 081113- HOLLOW METAL DOORS AND FRAMES 7 SECTION 081416-FLUSH WOOD DOORS 5 ' SECTION 087100-DOOR HARDWARE 11 DIVISION 09 - FINISHES SECTION 092900-GYPSUM BOARD 10 SECTION 093013-CERAMIC TILING 10 ' SECTION 095113-ACOUSTICAL PANEL CEILINGS 9 SECTION 096513-RESILIENT BASE AND ACCESSORIES 7 ' SECTION 096516-RESILIENT SHEET FLOORING 4 SECTION 096723- RESINOUS FLOORING 6 SECTION 099123- INTERIOR PAINTING 5 DIVISION 10 - SPECIALTIES SECTION 101400-SIGNAGE 4 ' SECTION 102600-WALL AND DOOR PROTECTION 2 SECTION 102800-TOILET, BATH,AND LAUNDRY ACCESSORIES 3 SECTION 104413-FIRE PROTECTION CABINETS 5 t SECTION 104416-FIRE EXTINGUISHERS 2 DIVISION 11 - EQUIPMENT ' NOT APPLICABLE DIVISION 12 - FURNISHINGS , SECTION 122413-ROLLER WINDOW SHADES 4 DIVISION 13 SPECIAL CONSTRUCTION NOT APPLICABLE ' .DIVISION 14- CONVEYING EQUIPMENT NOT APPLICABLE ' DIVISION 21 - FIRE SUPPRESSION , NOT APPLICABLE DIVISION.22 - PLUMBING ' NOT APPLICABLE DIVISION.23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) NOT APPLICABLE ' DIVISION 25- INTEGRATED AUTOMATION NOT APPLICABLE ' DIVISION 26 - ELECTRICAL NOT APPLICABLE DIVISION 27 - COMMUNICATIONS ' NOT APPLICABLE DIVISION 28 - ELECTRONIC SAFETY AND SECURITY ' NOT APPLICABLE DIVISION 31 - EARTHWORK ' NOT APPLICABLE ' DIVISION 32 - EXTERIOR IMPROVEMENTS NOT APPLICABLE ' DIVISION 33 - UTILITIES ' NOT APPLICABLE DIVISION 34 -TRANSPORTATION ' NOT APPLICABLE DIVISION 35 WATERWAY AND MARINE CONSTRUCTION NOT APPLICABLE ' DIVISION 40 - PROCESS INTEGRATION NOT APPLICABLE DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT ' NOT APPLICABLE DIVISION 42 - PROCESS HEATING, COOLING, AND DRYING EQUIPMENT NOT APPLICABLE DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION AND ' STORAGE EQUIPMENT NOT APPLICABLE ' DIVISION 44 - POLLUTION CONTROL EQUIPMENT ' NOT APPLICABLE DIVISION 45 - INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT NOT APPLICABLE 1 DIVISION 46 - WATER AND WASTEWATER EQUIPMENT , NOT APPLICABLE DIVISION 48 - ELECTRICAL POWER GENERATION ' NOT APPLICABLE Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' SECTION 011000 -SUMMARY ' PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1 1.2 SUMMARY A. Section includes: ' 1. Project information 2. Work covered by Contract Documents ' 3. Owner-furnished products 4. Access to site 5. Coordination with occupants 6. Work restrictions ' 7. Specification and drawing conventions ' 1.3 PROJECT INFORMATION A. Project Identification: Olympic Vet Clinic ' 1. Project Location: 1331 East Front Street, Port Angeles, WA 98362D B. Design-Builder: TerWisscha Construction, Inc. 1550 Willmar Ave. SE, ' Willmar, MN, 56201. 1. Design-Builder has been engaged for this Project to provide architectural ' and engineering services and to serve as Project's constructor. In Divisions 01 through 49 Sections, the terms "Design-Builder" and "Contractor" are synonymous. ' C. Other Owner Consultants: The Owner has retained the following design professionals who have prepared designated portions of the Contract Documents: ' 011000 - SUMMARY 011000- 1 of 4 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 1.4 WORK COVERED BY CONTRACT DOCUMENTS , A. The Work of the Project is defined by the Contract Documents and consists of , the following: 1. The work consists of: 6,324 gross square foot Tenant Finish project, ' located at 1331 East Front Street, Port Angeles Washington, and is on the North West corner of Ennis Street and East Front Street. The project is in Clallam County with the City of Port Angeles, WA being the ' municipality having jurisdiction. The last occupant was a liquor store; the existing building foot print will accommodate the proposed clinic without any additional square footage being added. The building construction: Split-faced CMU block, open web steel truss, flat, membrane roof, , Aluminum Storefront Entry and window systems as well as a steel framed canopy at the main entry, all to remain 1.5 OWNER-FURNISHED PRODUCTS A. Owner will furnish products indicated. The Work includes receiving, unloading, , handling, storing, protecting, and installing Owner-furnished products and making building services connections. B. Owner-Furnished Products: ' 1. As indicated on the drawings. , 1.6 ACCESS TO SITE A. General: Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other contractors on portions , of Project. B. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations. 1.7 COORDINATION WITH OCCUPANTS , A. Partial Owner Occupancy: Owner will occupy the premises during entire ' construction period, with the exception of areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's operations. Maintain existing exits unless otherwise indicated. , 011000 - SUMMARY 011000- 20f 4 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' 1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner ' and authorities having jurisdiction. 2. Provide not less than 48 hours' notice to Owner of activities that will affect Owner's operations. 1.8 WORK RESTRICTIONS ' A. Work Restrictions, General: Comply with restrictions on construction operations. ' 1. Comply with limitations on use of public streets and other requirements of authorities having jurisdiction. ' B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements ' indicated: 1. Notify Owner not less than two days in advance of proposed utility interruptions. C. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy ' with Owner. 1. Notify Owner not less than two days in advance of proposed disruptive ' operations. D. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes. ' E. Controlled Substances: Use of tobacco products and other controlled substances within the existing building or on the Project site is not permitted. ' 1.9 SPECIFICATION AND DRAWING CONVENTIONS ' A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: ' 1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or"shall comply with," depending on the context, are implied where a colon (:) is used within a ' sentence or phrase. ' 011000 - SUMMARY 011000- 3 of 4 Project No: 14308 Olympic Vet Clinic , Port Angeles, WA 2. Specification requirements are to be performed by Contractor unless ' specifically stated otherwise. B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications. ' C. Drawing Coordination: Requirements for materials and products identified on the Drawings are described in detail in the Specifications. One or more of the ' following are used on the Drawings to identify materials and products: 1. Terminology: Materials and products are identified by the typical generic , terms used in the individual Specifications Sections. 2. Abbreviations: Materials and products are identified by abbreviations and scheduled on Drawings. PART 2 - PRODUCTS (Not Used) PART 3- EXECUTION (Not Used) END OF SECTION 011000 011000 - SUMMARY 011000- 4 of 4 ' Q Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' SECTION 013300 -SUBMITTAL PROCEDURES ' PART 1 - GENERAL A. RELATED DOCUMENTS tB. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply ' to this Section. 1.1 SUMMARY A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, ' Samples,and other submittals. B. Related Sections: ' 1. Division 01 Section "Construction Progress Documentation"for submitting schedules and reports, including Contractor's construction schedule 2. Division 01 Section "Operation and Maintenance Data"for submitting operation and maintenance manuals 3. Division 01 Section "Project Record Documents"for submitting record Drawings, record Specifications, and record Product Data 4. Division 01 Section "Demonstration and Training"for submitting video recordings of demonstration of equipment and training of Owner's personnel 1.2 DEFINITIONS ' A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. Action submittals are those submittals indicated in individual Specification Sections as action submittals. B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are ' those submittals indicated in individual Specification Sections as informational submittals. ' C. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from another computer over a network and that serves as the basis for standard Internet protocols. An FTP site is a portion of a network located ' outside of network firewalls within which internal and external users are able to access files. ' 013300 - SUBMITTAL PROCEDURES 013300- 1 of 11 Project No: 14308 Olympic Vet Clinic , Port Angeles, WA D. Portable Document Format(PDF): An open standard file format licensed by ' Adobe Systems used for representing documents in a device-independent and display resolution-independent fixed-layout document format. ' 1.3 ACTION SUBMITTALS A. Submittal Schedule: Submit a schedule of submittals, arranged in ' chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when ' establishing dates. Include additional time required for making corrections or modifications to submittals noted by the Architect and additional time for handling and reviewing submittals required by those corrections. 1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule. 2. Initial Submittal: Submit concurrently with start-up construction schedule. ' Include submittals required during the first 60 days of construction. List those submittals required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication. ' 3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's construction schedule. a. Submit revised submittal schedule to reflect changes in current status and timing for submittals. 4. Format: Arrange the following information in a tabular format: ' a. Scheduled date for-first submittal , b. Specification Section number and title C. Submittal category: Action, informational d. Name of subcontractor e. Description of the Work covered ' f. Scheduled date for Architect's final release or approval B. Architect's Digital Data Files: Electronic copies of CAD Drawings of the Contract Drawings will be provided by Architect for Contractor's use in preparing submittals. 1. Architect will furnish Contractor one set of digital data drawing files of the ' Contract Drawings for use in preparing Shop Drawings. a. Architect makes no representations as to the accuracy or ' completeness of digital data drawing files as they relate to the Contract Drawings. b. Digital Drawing Software Program: The Contract Drawings are , available in AutoCad (DWG or DXF)format. 013300- SUBMITTAL PROCEDURES 013300- 2 of 11 ' Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' C. Contractor shall execute a data licensing agreement in the form of an Agreement form acceptable to and prepared by Architect. d. The following plot files will by furnished for each appropriate ' discipline: 1) Floor plans 2) Reflected ceiling plans C. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. ' 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Submit all submittal items required for each Specification Section ' concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule. 3. Submit action submittals and informational submittals required by the ' same Specification Section as separate packages under separate transmittals. 4. Coordinate transmittal of different types of submittals for related parts of ' the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. ' D. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of ' failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. 1. Initial Review: Allow 10 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. ' 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Resubmittal Review: Allow 7 days for review of each resubmittal. ' 4. Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be transmitted simultaneously to Architect and to Architect's consultants, allow 10 days for review of each submittal. Submittal will be returned to Architect before being returned to Contractor. E. Identification and Information: Place a permanent label or title block on each paper copy submittal item for identification. ' 013300 - SUBMITTAL PROCEDURES 013300- 3 of 11 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 1: Indicate name of firm or entity that prepared each submittal on label or ' title block. 2. , Provide a space approximately 3 by 5 inches on label or beside title block to record Contractor's review and approval markings and action taken by Architect. 3. Include the following information for processing and recording action taken: a. Project name b. Date , C. Name of Architect d. Name of Construction Manager e. Name of Contractor f. Name of subcontractor ' g. Name of supplier h. Name of manufacturer i. Submittal number or other unique identifier, including revision ' identifier 1) Submittal number shall use Specification Section number ' followed by a decimal point and then a sequential number (e.g., 061000.01). Resubmittals shall include an alphabetic suffix after another decimal point(e.g., 061000.01.A). j. Number and title of appropriate Specification Section. ' k. Drawing number and detail references, as appropriate. I. Location(s)where product is to be installed, as appropriate. ' m. Other necessary identification. F. Identification and Information: Identify and incorporate information in each ' electronic submittal file as follows: 1. Assemble complete submittal package into a single indexed file with links enabling navigation to each item. ' 2. Name file with submittal number or other unique identifier, including revision identifier. a. File name shall use project identifier and Specification Section number followed by a decimal point and then a sequential number (e.g., LNHS-061000.01). Resubmittals shall include an alphabetic ' suffix after another decimal point(e.g., LNHS-061000.01.A). 3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect. ' 4. Include the following information on an inserted cover sheet: a. Project name ' b. Date 013300 - SUBMITTAL PROCEDURES 013300- 4 of 11 Project No: 14308 Olympic Vet Clinic Port Angeles, WA C. Name and address of Architect d. Name of Construction Manager e. Name of Contractor ' f. Name of firm or entity that prepared submittal g. Name of subcontractor h. Name of supplier i. Name of manufacturer t j. Number and title of appropriate Specification Section k. Drawing number and detail references, as appropriate I. Location(s)where product is to be installed, as appropriate m. Related physical samples submitted directly n. Other necessary identification 5. Include the following information as keywords in the electronic file metadata: a. Project name b. Number and title of appropriate Specification Section C. Manufacturer name d. Product name ' G. Options: Identify options requiring selection by the Architect H. Deviations: Identify deviations from the Contract Documents on submittals I. Transmittal: Assemble each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. ' Architect will discard submittals received from sources other than Contractor. 1. Transmittal Form: Provide locations on form for the following information: ' a. Project name b. Date C. Destination (To:) ' d. Source (From:) e. Names of subcontractor, manufacturer, and supplier f. Category and type of submittal ' g. Submittal purpose and description h. Specification Section number and title i. Indication of full or partial submittal j. Drawing number and detail references; as appropriate k. Transmittal number, numbered consecutively I. Submittal and transmittal distribution record m. Remarks ' n. Signature of transmitter 013300 - SUBMITTAL PROCEDURES 013300- 5 of 11 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 2. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and ' limitations. Include same identification information as related submittal. J. Resubmittals: Make resubmittals in same form and number of copies as initial ' submittal. 1. Note date and content of previous submittal. ' 2. Note date and content of revision in label or title block and clearly indicate extent of revision. 3. Resubmit submittals until they are marked with approval notation from Architect's action stamp. . I K. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, ' and others as necessary for performance of construction activities. Show distribution on transmittal forms. L. Use for Construction: Use only final submittals that are marked with approval ' notation from Architect's action stamp. PART 2 - PRODUCTS 2.1 SUBMITTAL PROCEDURES ' A. General Submittal Procedure Requirements: Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated ' in individual Specification Sections. 1. Submit electronic submittals via email as PDF electronic files. ' a. Architect will return annotated file. Annotate and retain one copy of file as an electronic Project record document file. 2. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in Division 01 Section "Closeout Procedures." 3. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. ' a. Provide a digital signature with digital certificate on electronically- submitted certificates and certifications where indicated. ' 013300 - SUBMITTAL PROCEDURES 013300- 6 of 11 ' Project No: 14308 Olympic Vet Clinic Port Angeles,WA 4. Test and Inspection Reports Submittals: Comply with requirements specified in Division 01 Section "Quality Requirements." B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard published data are not suitable for use, submit as Shop Drawings, not as Product Data. ' 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: ' a. Manufacturer's catalog cuts b. Manufacturer's product specifications C. Standard color charts d. Statement of-compliance with specified referenced standards e. Testing by recognized testing agency f. Application of testing agency labels and seals ' g. Notation of coordination requirements h. Availability and delivery time information 4. For equipment, include the following in addition to the above, as ' applicable: a. Wiring diagrams showing factory-installed wiring b. Printed performance curves C. Operational range diagrams d. Clearances required to other construction, if not indicated on ' accompanying Shop Drawings 5. Submit Product Data before or concurrent with Samples 6. Submit Product Data in the following format: a. PDF electronic file ' C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. ' 1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: I a. Identification of products b. Schedules C. Compliance with specified standards ' d. Notation of coordination requirements e. Notation of dimensions established by field measurement 013300 - SUBMITTAL PROCEDURES 013300- 7 of 11 Project No: 14308 Olympic Vet Clinic , Port Angeles, WA f. Relationship and attachment to adjoining construction clearly , indicated g. Seal and signature of professional engineer if specified 2. Sheet Size: Except for templates, patterns, and similar full-size drawings, , submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 42 inches. 3. Submit Shop Drawings in the following format: , a. PDF electronic file D. Samples: Submit Samples for review of kind, color, pattern, and texture for a 1 check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. Identification: Attach label on unexposed side of Samples that includes the following: a. Generic description of Sample ' b. Product name and name of manufacturer c: Sample source d. Number and title of applicable Specification Section , 3. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. 4. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit two full sets of available choices ' where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect will return one submittal with options selected. E. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form: 013300 - SUBMITTAL PROCEDURES 013300- 8 of.11 i Project No: 14308 Olympic Vet Clinic Port Angeles, WA 1. Type of product. Include unique identifier for each product indicated in the Contract Documents 2. Manufacturer and product name, and model number if applicable ' 3. Number and name of room or space 4. Location within room or space 5. Submit product schedule in the following format: ' a. PDF electronic file F. Contractor's Construction Schedule: Comply with requirements specified in ' Division 01 Section "Construction Progress Documentation." G. Coordination Drawings: Comply with requirements specified in Division 01 ' Section "Project Management and Coordination." H. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified. ' I. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record ' on American Welding Society (AWS) forms. Include names of firms and personnel certified. J. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project. ' K. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where ' required. L. Product Certificates: Submit written statements on manufacturer's letterhead ' certifying that product complies with requirements in the Contract Documents. M. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents. ' N. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of ' material for compliance with requirements in the Contract Documents. i ' 013300 - SUBMITTAL PROCEDURES 013300- 9 of 11 Project No: 14308 Olympic Vet Clinic , Port Angeles, WA O. Product Test Reports: Submit written reports indicating current product ' produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. P. Research Reports: Submit written evidence, from a model code organization , acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information: 1. Name of evaluation organization ' 2. Date of evaluation 3. Time period when report is in effect 4. Product and manufacturers' names ' 5. Description of product 6. Test procedures and results 7. Limitations of use Q. Schedule of Tests and Inspections: Comply with requirements specified in Division 01 Section "Quality Requirements." R. Preconstruction Test Reports: Submit reports written by a qualified testing , agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance ' requirements in the Contract Documents. S. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion. , T. Field Test Reports: Submit reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract ' Documents. U. Maintenance Data: Comply with requirements specified in Division 01 Section ' "Operation and Maintenance Data." 013300 - SUBMITTAL PROCEDURES 013300- 10 of 11 ' Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' PART 3- EXECUTION ' 3.1 CONTRACTOR'S REVIEW ' A. Action and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with ' approval stamp before submitting to Architect. B. Project Closeout and Maintenance/Material Submittals: Refer to requirements in Division 01 Section "Closeout Procedures." C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. ' 3.2 ARCHITECT'S ACTION ' A. General: Architect will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: Architect will review each submittal, make marks to indicate ' corrections or modifications required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate ' action. C. Informational Submittals: Architect will review each submittal and will not return it, or will return it if it does not comply with requirements. Architect will ' forward each submittal to appropriate party. D. Partial submittals prepared for a portion of the Work will be reviewed when use ' of partial submittals has received prior approval from Architect. E. Incomplete submittals are not acceptable, will be considered nonresponsive, and will be returned without review. F. Submittals not required by the Contract Documents may not be reviewed and may be discarded. END OF SECTION 013300 ' 013300 - SUBMITTAL PROCEDURES 013300- 11 of 11 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' SECTION 014000 -QUALITY REQUIREMENTS ' PART 1 - GENERAL 1.1 SUMMARY A. Section includes administrative and procedural requirements for quality assurance and quality control. ' B. Testing and.inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor ' of responsibility for compliance with the Contract Document requirements. 1. Specified tests, inspections, and related actions do not limit Contractor's ' other quality-assurance and -control procedures that facilitate compliance with the Contract Document requirements. 2. Requirements for Contractor to provide quality-assurance and -control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section. 3. Specific test and inspection requirements are not specified in this Section. ' 1.2 DEFINITIONS ' A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. B. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified to conduct product testing and acceptable ' to authorities having jurisdiction, to establish product performance and compliance with specified requirements. ' C. Source Quality-Control Testing: Tests and inspections that are performed at the source, e.g., plant, mill, factory, or shop. D. Field Quality-Control Testing: Tests and inspections that are performed on-site ' for installation of the Work and for completed Work. E. Testing Agency: An entity engaged to perform specific tests, inspections, or ' both. Testing laboratory shall mean the same as testing agency. F. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a ' particular construction operation, including installation, erection, application, and similar operations. ' 014000 - QUALITY REQUIREMENTS 014000- 1 of 5 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 1. Use of trade-specific terminology in referring to a trade or entity does not , require that certain construction activities be performed by accredited or unionized individuals, or that requirements specified apply exclusively to specific trade(s). ' G. Experienced: When used with an entity or individual, "experienced" means having successfully completed a minimum of[five] <Insert number> previous ' projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction. ' 1.3 CONFLICTING REQUIREMENTS A. Referenced Standards: If compliance with two or more standards is specified ' and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer ' conflicting requirements that are different, but apparently equal, to Architect for a decision before proceeding. B. Minimum Quantity or Quality Levels: The quantity or quality level shown or ' specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these , requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding. ' 1.4 REPORTS AND DOCUMENTS A. Permits, Licenses, and Certificates: For Owner's records, submit copies of ' permits, licenses, certifications, inspection reports, releases,jurisdictional settlements, notices, receipts for fee payments,judgments, correspondence, ' records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. 1.5 QUALITY ASSURANCE A. General: Qualifications paragraphs in this article establish the minimum ' qualification levels required; individual Specification Sections specify additional requirements. B. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to t produce required units. 014000 - QUALITY REQUIREMENTS 014000- 2 of 5 ' Project No: 14308 Olympic Vet Clinic Port Angeles, WA C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required ' units. D. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance. ' E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. ' Engineering services are defined as those performed for installations of the system, assembly, or product that are similar in material, design, and extent to those indicated for this Project. ' F. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting ' indicated, as documented according to [ASTM E 329] <Insert standard>; and with additional qualifications specified in individual Sections; and, where required by authorities having jurisdiction, that is acceptable to authorities. ' 1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7. 2. NVLAP: A testing agency accredited according to NIST's National ' Voluntary Laboratory Accreditation Program. G. Manufacturer's Representative Qualifications: An authorized representative of ' manufacturer who is trained and approved by manufacturer to observe and inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. ' 1.6 QUALITY CONTROL ' A. Manufacturer's Field Services: Where indicated, engage a manufacturer's representative to observe and inspect the Work. Manufacturer's representative's services include examination of substrates and conditions, verification of materials, inspection of completed portions of the Work, and submittal of written reports. B. Retesting/Reinspecting: Regardless of whether original tests or inspections ' were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents. ' 014000 - QUALITY REQUIREMENTS 014000- 3 of 5 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA C. Associated Services: Cooperate with agencies performing required tests, ' inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: ' 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections.- 3. nspections.3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field curing of test samples. ' 5. Delivery of samples to testing agencies. 6. Preliminary design mix proposed for use for material mixes that require control by testing agency. 7. Security and protection for samples and for testing and inspecting ' equipment at Project site. D. Coordination: Coordinate sequence of activities to accommodate required , quality-assurance and-control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar ' activities. PART 2- PRODUCTS (Not Used) PART 3- EXECUTION 3.1 TEST AND INSPECTION LOG A. Test and Inspection Log: Prepare a record of tests and inspections. Include ' the following: 1. Date test or inspection was conducted. 2. Description of the Work tested or inspected. 3. Date test or inspection results were transmitted to Architect. 4. Identification of testing agency or special inspector conducting test or inspection. ' B. Maintain log at Project site. Post changes and revisions as they occur. Provide access to test and inspection log for Architect's reference during normal working hours. 014000 - QUALITY REQUIREMENTS 014000- 40f 5 Project No: 14308 Olympic Vet Clinic Port Angeles, WA t3.2 REPAIR AND PROTECTION ' A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes. Restore patched areas and extend restoration Into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for cutting and patching in Section 017300 "Execution." ' B. Protect construction exposed by or for quality-control service activities. C. Repair and protection are Contractor's responsibility, regardless of the ' assignment of responsibility for quality-control services. END OF SECTION 014000 ' 014000 - QUALITY REQUIREMENTS 014000- 5 of 5 Project No: 14308 Olympic Vet Clinic Port Angeles, WA SECTION 014200 -.REFERENCES ' PART 1 - GENERAL ' 1.1 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more ' stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. ' B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. ' C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. ' 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. PART 2- PRODUCTS (Not Used) PART 3- EXECUTION (Not Used) ' END OF SECTION 014200 ' 014200 - REFERENCES 014200- 1 of 1 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' SECTION 016000 -PRODUCT REQUIREMENTS ' PART 1 - GENERAL ' 1.1 SUMMARY A. Section includes administrative and procedural requirements for selection of ' products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; and comparable products. ' 1.2 DEFINITIONS A. Products: Items obtained for incorporating into the Work, whether purchased ' for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. ' 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in ' manufacturer's published product literature, that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into ' another project or facility. Products salvaged or recycled from other projects are not considered new products. ' PART 2- PRODUCTS ' PART 3- EXECUTION (Not Used) END OF SECTION 016000 1 ' 016000 - PRODUCT REQUIREMENTS 016000- 1 of 1 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' SECTION 017300 - EXECUTION PART 1 - GENERAL ' PART 2 - PRODUCTS ' 2.1 MATERIALS A. General: Comply with requirements specified in other Sections. 1 1. For projects requiring compliance with sustainable design and construction practices and procedures, use products for patching that comply with requirements of Section 018113.13 "Sustainable Design Requirements- LEED for New Construction and Major Renovations," Section 018113.16 "Sustainable Design Requirements- LEED for Commercial Interiors," Section 018113.19 "Sustainable Design Requirements- LEED for Core and Shell Development," and Section ' 018113.23 "Sustainable Design Requirements- LEED for Schools." B. In-Place Materials: Use materials for patching identical to in-place materials. ' For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. ' 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to Architect for the visual and functional performance of in-place materials. PART 3- EXECUTION 3.1 EXAMINATION A. Existing Conditions: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities,[ mechanical and electrical systems,] and other construction affecting the Work. 1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water-service piping; underground electrical services, and other utilities. 2. Furnish location data for work related to Project that must be performed by public utilities serving Project site. ' 017300 - EXECUTION 017300- 1 of 3 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA B. Examination and Acceptance of Conditions: Before proceeding with each 1 component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Examine roughing-in for mechanical and electrical systems to verify ' actual locations of connections before equipment and fixture installation. 2. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. ' 3. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. C. Proceed with installation only after unsatisfactory conditions have been ' corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Field Measurements: Take field measurements as required to fit the Work t properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate ' fabrication schedule with construction progress to avoid delaying the Work. B. Space Requirements: Verify space requirements and dimensions of items ' shown diagrammatically on Drawings. C. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents caused by differing field conditions outside the control of Contractor, submit a request for information to Architect according to requirements in Section 013100 "Project Management and Coordination." 3.3 CONSTRUCTION LAYOUT A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Architect promptly. ' B. General: Engage a to lay out the Work using accepted surveying practices. 1. Establish benchmarks and control points to set lines and levels at each story of construction and elsewhere as needed to locate each element of Project. 2. Establish limits on use of Project site. 017300 - EXECUTION 017300- 2 of 3 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' 3. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions. 4. Inform installers of lines and levels to which they must comply. 5. Check the location, level and plumb, of every major element as the Work ' progresses. 6. Notify Architect when deviations from required lines and levels exceed allowable tolerances. 7. Close site surveys with an error of closure equal to or less than the standard established by authorities having jurisdiction. ' C. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and rim and invert elevations. ' D. Building Lines and Levels: Locate and lay out control lines and levels for structures, building foundations, column grids, and floor levels, including those required for mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations. ' E. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Include beginning and ending dates and times of surveys, weather conditions, name and duty of each survey party member, and types of instruments and tapes used. Make the log available for reference by Architect. END OF SECTION 017300 ' 017300 - EXECUTION 017300- 3 of 3 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' SECTION 024119 -SELECTIVE DEMOLITION ' PART 1 - GENERAL ' 1.1 SUMMARY A. Section Includes: ' 1. Demolition and removal of selected portions of building or structure. ' 1.2 DEFINITIONS A. Remove: Detach items from existing construction and legally dispose of them ' off-site unless indicated to be removed and salvaged or removed and reinstalled. B. Remove and Reinstall: Detach items from existing construction, prepare for reuse, and reinstall where indicated. C. Existing to.Remain: Existing items of construction that are not to be ' permanently removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled. 1.3 PREINSTALLATION MEETINGS A. Predemolition Conference: Conduct conference at Project site. 1.4 FIELD CONDITIONS ' A. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. ' B. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. C. Hazardous Materials: It is not expected that hazardous materials will be i encountered in the Work. 1. Hazardous materials will be removed by Owner before start of the Work. D. Storage or sale of removed items or materials on-site is not permitted. ' E. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. 024119 - SELECTIVE DEMOLITION 024119- 1 of 4 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 1. Maintain fire-protection facilities in service during selective demolition , operations. PART2 - PRODUCTS PART 3- EXECUTION 3.1 EXAMINATION ' A. Verify that utilities have been disconnected and capped before starting selective demolition operations. ' B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. ' C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect. , 3.2 UTILITY SERVICES AND MECHANICAUELECTRICAL SYSTEMS ' A. Existing Services/Systems to Remain: Maintain services/systems Indicated to remain and protect them against damage. ' 1. Comply with requirements for existing services/systems interruptions specified in Section 011000 "Summary." 3.3 SELECTIVE DEMOLITION, GENERAL A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to '. minimize disturbance of adjacent surfaces. Temporarily.cover openings to remain. 2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 024119 - SELECTIVE DEMOLITION 024119- 2 of 4 , Project No: 14308 Olympic Vet Clinic Port Angeles, WA 3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain fire watch and portable fire-suppression devices ' during flame-cutting operations. 4. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 5. Dispose of demolished items and materials promptly. B. Reuse of Building Elements: Project has been designed to result in end-of- Project rates for reuse of building elements as follows. Do not demolish building elements beyond what is indicated on Drawings without Architect's ' approval. C. Removed and Reinstalled Items: 1. Clean and repair items to functional condition adequate for intended reuse. 2. Pack or crate items after cleaning and repairing. Identify contents of containers. 3. Protect items from damage during transport and storage. 4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, ' supports, and miscellaneous materials necessary to make item functional for use indicated. ' D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective ' demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete. ' 3.4 DISPOSAL OF DEMOLISHED MATERIALS A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill. 1. Do not allow demolished materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. ' 3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent. 4. Comply with requirements specified in Section 017419 "Construction ' Waste Management and Disposal." 024119 - SELECTIVE DEMOLITION 024119- 3 of 4 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA B. Disposal: Transport demolished materials off Owner's property and legally ' dispose of them. 3.5 CLEANING ' A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. END OF SECTION 024119 ' 024119 - SELECTIVE DEMOLITION 024119- 4 of 4 Project No: 14308 Olympic Vet Clinic Port Angeles, WA SECTION 033000 -CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this ' Section. ' 1.2 SUMMARY A. Section includes cast-in-place concrete, including formwork, reinforcement, ' concrete materials, mixture design, placement procedures, and finishes, for the following: 1. Slabs-on-grade. 1.3 DEFINITIONS ' A. Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash and other pozzolans, ' ground granulated blast-furnace slag, and silica fume; subject to compliance with requirements. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. ' B. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments. ' 1. Indicate amounts of mixing water to be withheld for later addition at Project site. C. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and supports for concrete reinforcement. ' D. Field quality-control reports. ' 033000 - CAST-IN-PLACE CONCRETE 033000- 1 of 20 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 1. The following reports are required by the jurisdiction having authority and ' shall be submitted to the building department per their requirements. a. Slump test ' b. Concrete break report 1.5 QUALITY ASSURANCE ' A. Installer Qualifications: A qualified installer who employs on Project personnel ' qualified as ACI-certified Flatwork Technician and Finisher and a supervisor who is an ACI-certified Concrete Flatwork Technician. B. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed ' concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment. 1. Manufacturer certified according to NRMCA's "Certification of Ready ' Mixed Concrete Production Facilities." C. Testing Agency Qualifications: An independent agency, acceptable to ' authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated. 1. Personnel conducting field tests shall be qualified as ACI Concrete Field ' Testing Technician, Grade 1, according to ACI CP-1 or an equivalent certification program. ' 2. Personnel performing laboratory tests shall be ACI-certified Concrete Strength Testing Technician and Concrete Laboratory Testing Technician -Grade I. Testing Agency laboratory supervisor shall be an ACI-certified Concrete Laboratory Testing Technician -Grade II. D. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate from single , source, and obtain admixtures from single source from single manufacturer. E. ACI Publications: Comply with the following unless modified by requirements ' in the Contract Documents: 1. ACI 301, "Specifications for Structural Concrete," Sections 1 through 5. 2. ACI 117, "Specifications for Tolerances for Concrete Construction and ' Materials." F. Concrete Testing Service: Engage a qualified independent testing agency to , perform material evaluation tests and to design concrete mixtures. 033000 - CAST-IN-PLACE CONCRETE 033000- 2 of.20 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 1.6 DELIVERY, STORAGE, AND HANDLING A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage. Avoid damaging coatings on steel reinforcement. ' PART PRODUCTS 2.1 STEEL REINFORCEMENT A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed. ' B. Steel Bar Mats: ASTM A 184/A 184M, fabricated from ASTM A 615/A 615M, Grade 60, deformed bars, assembled with clips. ' C. Plain-Steel Wire: ASTM A 82/A 82M. D. Deformed-Steel Wire: ASTM A 496/A 496M. E. Epoxy-Coated Wire: ASTM A 884/A 884M, Class A, Type 1 coated, deformed- steel wire, with less than 2 percent damaged coating in each 12-inch wire length. ' I Welded Wire Reinforcement: ASTM A 185/A 185M Iain F. Plain-Steel , plain, ' fabricated from as-drawn steel wire into flat sheets. G. Deformed-Steel Welded Wire Reinforcement: ASTM A 497/A 497M, flat sheet. H. Galvanized-Steel Welded Wire Reinforcement: ASTM A 185/A 185M, plain, fabricated from galvanized-steel wire into flat sheets. I. Epoxy-Coated Welded Wire Reinforcement: ASTM A 884/A 884M, Class A ' coated, Type 1, plain steel. 2.2 REINFORCEMENT ACCESSORIES A. Joint Dowel Bars: ASTM A 615/A 615M, Grade 60, plain-steel bars, cut true to 1 length with ends square and free of burrs. B. Epoxy-Coated Joint Dowel Bars: ASTM A 615/A 615M, Grade 60, plain-steel ' bars, ASTM A 775/A 775M epoxy coated. C. Epoxy Repair Coating: Liquid, two-part, epoxy repair coating; compatible with epoxy coating on reinforcement and complying with ASTM A 775/A 775M. ' 033000 - CAST-IN-PLACE CONCRETE 033000- 3 of 20 Project No: 14308 Olympic Vet Clinic ' PortAngeles, WA D. Zinc Repair Material: ASTM A 780, zinc-based solder, paint containing zinc ' dust, or sprayed zinc. E. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, ' supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive ' strength than concrete and as follows: 1. For concrete surfaces exposed to view where legs of wire bar supports ' contact forms, use CRSI Class 1 plastic-protected steel wire or CRSI Class 2 stainless-steel bar supports. 2. For epoxy-coated reinforcement, use epoxy-coated or other dielectric- polymer-coated wire bar supports. ' 3. For zinc-coated reinforcement, use galvanized wire or dielectric-polymer- coated wire bar supports. 2.3 CONCRETE MATERIALS A. Cementitious Material: Use the following cementitious materials, of the same ' type, brand, and source, throughout Project: 1. Portland Cement: ASTM C 150, Type II, gray. ' a. Fly Ash: ASTM C 618, Class F or C. B. Normal-Weight Aggregates: ASTM C 33, Class 3S coarse aggregate or better, ' graded. Provide aggregates from a single source. 1. Maximum Coarse-Aggregate Size: , a. Foundation walls: 3/4 inch nominal. b. Interior slabs: 1/2 inch nominal. 2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement. C. Water: ASTM C 94/C 94M and potable. 2.4 ADMIXTURES , A. Air-Entraining Admixture: ASTM C 260. B. Chemical Admixtures: Provide admixtures certified by manufacturer to be ' compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use ' calcium chloride or admixtures containing calcium chloride. 033000 - CAST-IN-PLACE CONCRETE 033000- 4 of 20 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' 1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A. 2. . Retarding Admixture: ASTM C 494/C 494M, Type B. 3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D. 4. High-Range,Water-Reducing Admixture: ASTM C 494/C 494M, Type F. 5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G. 6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II. ' 2.5 VAPOR RETARDERS A. Sheet Vapor Retarder: ASTM E 1745, Class A. Include manufacturer's ' recommended adhesive or pressure-sensitive tape. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the ' following: a. Carlisle Coatings &Waterproofing, Inc.; Blackline 400. b. Fortifiber Building Systems Group; Moistop Ultra 10. C. Grace Construction Products, W. R. Grace & Co.; Florprufe 120. d. Insulation Solutions, Inc.; Viper VaporCheck 10. ' e. Meadows, W. R., Inc.; Perminator 10 mil. f. Raven Industries Inc.; Vapor Block 10. g. Stego Industries, LLC; Stego Wrap 10 mil Class A. ' B. Granular Fill: Clean mixture of crushed stone or crushed or uncrushed gravel; ASTM D 448, Size 57, with 100 percent passing a 1-1/2-inch sieve and 0 to 5 ' percent passing a No. 8 sieve. 2.6 CURING MATERIALS ' A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete. ' 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: ' a. Axim Italcementi Group, Inc.; CATEXOL CimFilm. b. BASF Construction Chemicals- Building Systems; Confilm. ' C. ChemMasters; SprayFilm. d. Conspec by Dayton Superior; Aquafilm. e. Dayton Superior Corporation; Sure Film (J-74). ' f. Edoco by Dayton Superior; BurkeFilm. g. Euclid Chemical Company (The), an RPM company; Eucobar. ' 033000 - CAST-IN-PLACE CONCRETE 033000- 5 of 20 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA h. Kaufman Products, Inc.; Vapor-Aid. ' i. Lambert Corporation; LAMBCO Skin. j. L&M Construction Chemicals, Inc.; E-CON. k. Meadows, W. R., Inc.; EVAPRE. I. Metalcrete Industries; Waterhold. m. Nox-Crete Products Group; MONOFILM. n. Sika Corporation; SikaFilm. o. SpecChem, LLC; Spec Film. ' p. Symons by Dayton Superior; Finishing Aid. q. TK Products, Division of Sierra Corporation; TK-2120 TRI-FILM. r. Unitex; PRO-FILM. ' S. Vexcon Chemicals, Inc.; Certi-Vex Envio Set. B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry. ' C. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap- polyethylene sheet. , D. Water: Potable. E. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, ' Type 1, Class B, dissipating. 1. Products: Subject to compliance with requirements, available products ' that may be incorporated into the Work include, but are not limited to, the following: a. Anti-Hydro International, Inc.; AH Curing Compound#2 DR WB. ' b. BASF Construction Chemicals- Building Systems; Kure 200. C. ChemMasters; Safe-Cure Clear. d. Conspec by Dayton Superior; W.B. Resin Cure. , e. Dayton Superior Corporation; Day-Chem Rez Cure (J-1 1-W). f. Edoco by Dayton Superior; Res X Cure WB. g. Euclid Chemical Company (The), an RPM company; Kurez W VOX; , TAMMSCURE WB 30C. h. Kaufman Products, Inc.; Thinfilm 420. i. Lambert Corporation; AQUA KURE- CLEAR. j. L&M Construction Chemicals, Inc.; L&M Cure R. k. Meadows, W. R., Inc.; 1100-CLEAR. I. Nox-Crete Products Group; Resin Cure E. ' m. Right Pointe; Clear Water Resin. n. SpecChem, LLC; Spec Rez Clear. 0. Symons by Dayton Superior; Resi-Chem Clear. p. TK Products, Division of Sierra Corporation; TK-2519 DC WB. , q. Vexcon Chemicals, Inc.; Certi-Vex Enviocure 100. 033000 - CAST-IN-PLACE CONCRETE 033000- 6 of 20 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 2.7 SEALANT A. Clear, Solvent-Borne, Membrane-Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class A. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: ' a. BASF Construction Chemicals- Building Systems; Kure-N-Seal 25 LV. b. ChemMasters; Spray-Cure &Seal Plus. C. Conspec by Dayton Superior; Sealcure 1315. d. Dayton Superior Corporation; Day-Chem Cure and Seal (J-22UV). e. Edoco by Dayton Superior; Cureseal 1315. f. Euclid Chemical Company (The), an RPM company; Super Diamond Clear; LusterSeal 300. g. Kaufman Products, Inc.; Sure Cure 25. ' h. Lambert Corporation; UV Super Seal. i. L&M Construction Chemicals, Inc.; Lumiseal Plus. j. Meadows, W. R., Inc.; CS-309/30. k. Metalcrete Industries; Seal N Kure 30. ' I. Right Pointe; Right Sheen 30. m. Vexcon Chemicals, Inc.; Certi-Vex AC 1315. 2.8 RELATED MATERIALS A. Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber or ASTM D 1752, cork or self-expanding cork. B. Semirigid Joint Filler: Two-component, semirigid, 100 percent solids, epoxy ' resin with a Type A shore durometer hardness of 80 or aromatic polyurea with a Type A shore durometer hardness range of 90 to 95 per ASTM D 2240. ' C. Bonding Agent: ASTM C 1059/C 1059M, Type 11, non-redispersible, acrylic emulsion or styrene butadiene. D. Epoxy Bonding Adhesive: ASTM C 881, two-component epoxy resin, capable ' of humid curing and bonding to damp surfaces, of class suitable for application temperature and of grade to suit requirements, and as follows: ' 1. Types I and II, non-load bearing, for bonding hardened or freshly mixed concrete to hardened concrete. ' 033000 - CAST-IN-PLACE CONCRETE 033000- 7 of 20 1 Project No: 14308 Olympic Vet Clinic Port Angeles, WA E. Dovetail Anchor Slots: Hot-dip galvanized-steel sheet, not less than 0.034 inch thick, with bent tab anchors. Temporarily fill or cover face opening of slots to prevent intrusion of concrete or debris. 2.9 REPAIR MATERIALS A. Repair Underlayment: Cement-based, polymer-modified, self-leveling product ' that can be applied in thicknesses from 1/8 inch and that can be feathered at edges to match adjacent floor elevations. ' 1. Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219. 2. Primer: Product of underlayment manufacturer recommended for ' substrate, conditions, and application. 3. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommended by underlayment manufacturer. ' 4. Compressive Strength: Not less than 3500 psi at 28 days when tested according to ASTM C 109/C 109M. B. Repair Overlayment: Cement-based, polymer-modified, self-leveling product , that can be applied in thicknesses from 1/4 inch and that can be filled in over a scarified surface to match adjacent floor elevations. 1. Cement Binder: ASTM C 150, portland cement or hydraulic or blended ' hydraulic cement as defined in ASTM C 219. 2. Primer: Product of topping manufacturer recommended for substrate, ' conditions, and application. 3. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommended by topping manufacturer. 4. Compressive Strength: Not less than 3500 psi at 28 days when tested according to ASTM C 109/C 109M. 2.10 CONCRETE MIXTURES, GENERAL A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301. 1. Use a qualified independent testing agency for preparing and reporting ' proposed mixture designs based on laboratory trial mixtures. B. Cementitious Materials: Limit percentage, by weight, of cementitious ' materials other than portland cement in concrete as indicated in the Structural drawing's General Notes. C. Admixtures: Use admixtures according to manufacturer's written instructions. ' 033000 - CAST-IN-PLACE CONCRETE 033000- 8 of 20 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' 1. Use water-reducing admixture in concrete, as required, for placement and workability. . 2. Use water-reducing and retarding admixture when required by high ' temperatures, low humidity, or other adverse placement conditions. 3. Use water-reducing admixture in pumped concrete, concrete for heavy- use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a water-cementitious materials ratio below 0.50. ' 2.11 CONCRETE MIXTURES FOR BUILDING ELEMENTS A. Footings: Proportion normal-weight concrete mixture as indicated in the ' Structural drawing's General Notes. B. Foundation Walls: Proportion normal-weight concrete mixture as indicated in ' the Structural drawing's General Notes. C. Slabs-on-Grade: Proportion normal-weight concrete mixture as indicated in the Structural drawing's General Notes. 2.12 FABRICATING REINFORCEMENT ' A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." ' 2.13 CONCRETE MIXING ' A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M, and furnish batch ticket information. ' 1. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes. ' PART 3- EXECUTION ' 3.1 EMBEDDED ITEMS A. Place and secure anchorage devices and other embedded items required for ' adjoining work that is attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. ' 033000 - CAST-IN-PLACE CONCRETE 033000- 9 of 20 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 1. Install anchor rods, accurately located, to elevations required and ' complying with tolerances in Section 7.5 of AISC's "Code of Standard Practice for Steel Buildings and Bridges." 3.2 VAPOR RETARDERS A. Sheet Vapor Retarders: Place, protect, and repair sheet vapor retarder ' according to ASTM E 1643 and manufacturer's written instructions. 1. Lap joints 6 inches and seal with manufacturer's recommended tape. , B. Granular Course: Cover vapor retarder with granular fill, moisten, and compact with mechanical equipment to elevation tolerances of plus 0 inch or minus 3/4 inch. 1. Place and compact a 1/2-inch-thick layer of fine-graded granular material ' over granular fill. 3.3 STEEL REINFORCEMENT ' A. General: Comply with CRSI's "Manual of Standard Practice"for placing reinforcement. ' 1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign ' materials that would reduce bond to concrete. C. Accurately position, support, and secure reinforcement against displacement. , Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars. ' 1. Weld reinforcing bars according to AWS D1.4/D 1.4M, where indicated. D. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces. E. Install welded wire reinforcement in longest practicable lengths on bar supports ' spaced to minimize sagging. Lap edges and ends of adjoining sheets at least one mesh spacing. Offset laps of adjoining sheet widths to prevent continuous laps in either direction. Lace overlaps with wire. ' F. Epoxy-Coated Reinforcement: Repair cut and damaged epoxy coatings with epoxy repair coating according to ASTM D 3963/D 3963M. Use epoxy-coated steel wire ties to fasten epoxy-coated steel reinforcement. ' 033000 - CAST-IN-PLACE CONCRETE 033000- 10 of 20 Project No: 14308 Olympic Vet Clinic Port Angeles, WA G. Zinc-Coated Reinforcement: Repair cut and damaged zinc coatings with zinc repair material according to ASTM A 780. Use galvanized steel wire ties to fasten zinc-coated steel reinforcement. 3.4 JOINTS A. General: Construct joints true to line with faces perpendicular to surface plane of concrete. ' B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect. 1 1. Place joints perpendicular to main reinforcement. Continue reinforcement across construction joints unless otherwise indicated. Do not continue reinforcement through sides of strip placements of floors and slabs. 2. Use a bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. ' C. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of concrete thickness as follows: 1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing each edge of joint to a radius of 1/8 inch. Repeat grooving of contraction joints after applying surface finishes. Eliminate groover tool marks on concrete surfaces. 2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond-rimmed blades. Cut 1/8-inch-wide ' joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks. ' D. Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated. ' 1. Terminate full-width joint-filler strips not less than 1/2 inch or more than 1 inch below finished concrete surface where joint sealants, specified in Division 07 Section "Joint Sealants," are indicated. 2. Install joint-filler strips in lengths as long as practicable. Where more than one length is required, lace or clip sections together. ' 033000 - CAST-IN-PLACE CONCRETE 033000- 11 of 20 Project No: 14308 Olympic Vet Clinic , Port Angeles, WA 3.5 CONCRETE PLACEMENT A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. B. Before test sampling and placing concrete, water may be added at Project site, t subject to limitations of ACI 301. 1. Do not add water to concrete after adding high-range water-reducing ' admixtures to mixture. C. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation. 1. Deposit concrete in horizontal layers of depth to not exceed formwork design pressures and in a manner to avoid inclined construction joints. ' 2. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301. 3. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mixture constituents to segregate. D. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete. t 1. Consolidate concrete during placement operations so concrete is thoroughly worked around reinforcement and other embedded items and t into corners. 2. Maintain reinforcement in position on chairs during concrete placement. 3. Screed slab surfaces with a straightedge and strike off to correct elevations. 4. Slope surfaces uniformly to drains where required. 5. Begin initial floating using bull floats or darbies to form a uniform and open-textured surface plane, before excess bleedwater appears on the surface. Do not further disturb slab surfaces before starting finishing operations. 033000- 12 of 20 033000 - CAST-IN-PLACE CONCRETE , Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' E. Cold-Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. ' 1. When average high and low temperature is expected to fall below 40 deg F for three successive days, maintain delivered concrete mixture ' temperature within the temperature range required by ACI 301. 2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen ' materials. 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs. F. Hot-Weather Placement: Comply with ACI 301 and as follows: 1. Maintain concrete temperature below 90 deg F at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. ' 2. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas. 3.6 FINISHING FORMED SURFACES A. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes and defects repaired and patched. Remove fins and ' other projections that exceed specified limits on formed-surface irregularities. 1. Apply to concrete surfaces not exposed to public view. ' B. Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defects. Remove fins and other ' projections that exceed specified limits on formed-surface irregularities. 1. Apply to concrete surfaces exposed to public view, to receive a rubbed finish, or to be covered with a coating or covering material applied directly ' to concrete. C. Rubbed Finish: Apply the following to smooth-formed finished as-cast concrete where indicated: ' 033000 - CAST-IN-PLACE CONCRETE 033000- 13 of 20 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 1. Smooth-Rubbed Finish: Not later than one day after form removal, ' moisten concrete surfaces and rub with carborundum brick or another abrasive until producing a uniform color and texture. Do not apply cement grout other than that created by the rubbing process. D. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish ' with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated. ' 3.7 FINISHING FLOORS AND SLABS A. General: Comply with ACI 302.1 R recommendations for screeding, ' restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. ' B. Scratch Finish: While still plastic, texture concrete surface that has been screeded and bull-floated or darbied. Use stiff brushes, brooms, or rakes to ' produce a profile amplitude of 114 inch in one direction. 1. Apply scratch finish to surfaces to receive concrete floor toppings or to receive mortar setting beds for bonded cementitious floor finishes. ' C. Float Finish: Consolidate surface with power-driven floats or by hand floating if area is small or inaccessible to power driven floats. Restraighten, cut down ' high spots, and fill low spots. Repeat float passes and restraightening until surface is left with a uniform, smooth, granular texture. 1. Apply float finish to surfaces to receive trowel finish. , D. Trowel Finish: After applying float finish, apply first troweling and consolidate concrete by hand or power-driven trowel. Continue troweling passes and ' restraighten until surface is free of trowel marks and uniform in texture and appearance. Grind smooth any surface defects that would telegraph through applied coatings or floor coverings. 1. Apply a trowel finish to surfaces exposed to view or to be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin-film-finish coating system. , 2. Finish surfaces to the following tolerances, according to ASTM E 1155, for a randomly trafficked floor surface: a. Specified overall values of flatness, F(F) 35; and of levelness, F(L) 25; with minimum local values of flatness, F(F) 24; and of levelness, F(L) 17; for slabs-on-grade. 033000 - CAST-IN-PLACE CONCRETE 033000- 14 of 20 1 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' E. Trowel and Fine-Broom Finish: Apply a first trowel finish to surfaces where ceramic or quarry tile is to be installed by either thickset or thin-set method. While concrete is still plastic, slightly scarify surface with a fine broom. ' 1. Comply with flatness and levelness tolerances for trowel-finished floor surfaces. F. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, ramps, and elsewhere as indicated. 1. Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber-bristle broom perpendicular to main traffic route. Coordinate required final finish with Architect before application. 3.8 MISCELLANEOUS CONCRETE ITEMS ' A. Filling In: Fill in holes and openings left in concrete structures after work of other trades is in place unless otherwise indicated. Mix, place, and cure concrete, as specified, to blend with in-place construction. Provide other ' miscellaneous concrete filling indicated or required to complete the Work. B. Curbs: Provide monolithic finish to interior curbs by stripping forms while ' concrete is still green and by steel-troweling surfaces to a hard, dense finish with corners, intersections, and terminations slightly rounded. C. Equipment Bases and Foundations: Provide machine and equipment bases ' and foundations as shown on Drawings. Set anchor bolts for machines and equipment at correct elevations, complying with diagrams or templates from manufacturer furnishing machines and equipment. 3.9 CONCRETE PROTECTING AND CURING ' A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold-weather protection ' and ACI 301 for hot-weather protection during curing. B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 ' Ib/sq..ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. ' C. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. If forms remain during curing period, moist cure after loosening forms. If removing forms before end of curing period, continue curing for the remainder of the curing period. 033000 - CAST-IN-PLACE CONCRETE 033000- 15 of 20 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA D. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure ' unformed surfaces, including floors and slabs, concrete floor toppings, and other surfaces. E. Cure concrete according to ACI 308.1, by one or a combination of the following methods: 1. Moisture Curing: Keep surfaces continuously moist for not less than ' seven days with the following materials: a. Water. ' b. Continuous water-fog spray. C. Absorptive cover, water saturated, and kept continuously wet. Cover concrete surfaces and edges with 12-inch lap over adjacent , absorptive covers. 2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with ' moisture-retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than seven days. ' Immediately repair any holes or tears during curing period using cover material and waterproof tape. a. Moisture cure or use moisture-retaining covers to cure concrete ' surfaces to receive floor coverings. b. Moisture cure or use moisture-retaining covers to cure concrete . surfaces to receive penetrating liquid floor treatments. , C. Cure concrete surfaces to receive floor coverings with either a moisture-retaining cover or a curing compound that the manufacturer certifies will not interfere with bonding of floor covering , used on Project. 3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat ' areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. a. Removal: After curing period has elapsed, remove curing compound without damaging concrete surfaces by method recommended by curing compound manufacturer unless manufacturer certifies curing compound will not interfere with ' bonding of floor covering used on Project. 033000 - CAST-IN-PLACE CONCRETE 033000- 16 of 20 , Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' 4. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in a continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy ' rainfall within three hours after initial application. Repeat process 24 hours later and apply a second coat. Maintain continuity of coating and repair damage during curing period. 3.10 JOINT FILLING ' A. Prepare, clean, and install joint filler according to manufacturer's written instructions. 1. Defer joint filling until concrete has aged at least one month(s). Do not fill joints until construction traffic has permanently ceased. B. Remove dirt, debris, saw cuttings, curing compounds, and.sealers from joints; ' leave contact faces of joint clean and dry. C. Install semirigid joint filler full depth in saw-cut joints and at least 2 inches deep in formed joints. Overfill joint and trim joint filler flush with top of joint after hardening. ' 3.11 CONCRETE SURFACE REPAIRS A. Defective Concrete: Repair and patch defective areas when approved by ' Architect. Remove and replace concrete that cannot be repaired and patched to Architect's approval. ' B. Patching Mortar: Mix dry-pack patching mortar, consisting of one part portland cement to two and one-half parts fine aggregate passing a No. 16 sieve, using only enough water for handling and placing. ' C. Repairing Formed Surfaces: Surface defects include color and texture irregularities, cracks, spalls, air bubbles, honeycombs, rock pockets, fins and ' other projections on the surface, and stains and other discolorations that cannot be removed by cleaning. 1. Immediately after form removal, cut out honeycombs, rock pockets, and ' voids more than 1/2 inch in any dimension to solid concrete. Limit cut depth to 3/4 inch. Make edges of cuts perpendicular to concrete surface. Clean, dampen with water, and brush-coat holes and voids with bonding agent. Fill and compact with patching mortar before bonding agent has dried. Fill form-tie voids with patching mortar or cone plugs secured in place with bonding agent. 033000 - CAST-IN-PLACE CONCRETE 033000- 17 of 20 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 2. Repair defects on surfaces exposed to view by blending white portland ' cement and standard portland cement so that, when dry, patching mortar will match surrounding color. Patch a test area at inconspicuous locations to verify mixture and color match before proceeding with patching. Compact mortar in place and strike off slightly higher than ' surrounding surface. 3. Repair defects on concealed formed surfaces that affect concrete's durability and structural performance as determined by Architect. ' D. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, for finish and verify surface tolerances specified for each surface. ' Correct low and high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use a sloped template. 1. Repair finished surfaces containing defects. Surface defects include ' spalls, popouts, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide or that penetrate to reinforcement or completely through unreinforced sections regardless of width, and other objectionable ' conditions. 2. After concrete has cured at least 14 days, correct high areas by grinding. 3. Correct localized low areas during or immediately after completing , surface finishing operations by cutting out low areas and replacing with patching mortar. Finish repaired areas to blend into adjacent concrete. 4. Correct other low areas scheduled to receive floor coverings with a repair .underlayment. Prepare, mix, and apply repair underlayment and primer ' according to manufacturer's written instructions to produce a smooth, uniform, plane, and level surface. Feather edges to match adjacent floor elevations. ' 5. Repair defective areas, except random cracks and single holes 1 inch or less in diameter, by cutting out and replacing with fresh concrete. Remove defective areas with clean, square cuts and expose steel ' reinforcement with at least a 3/4-inch clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials and mixture as original concrete except without coarse aggregate. Place, compact, and finish to ' blend with adjacent finished concrete. Cure in same manner as adjacent concrete. 6. Repair random cracks and single holes 1 inch or less in diameter with patching mortar. Groove top of cracks and cut out holes to sound concrete and clean off dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding agent. Place patching mortar , before bonding agent has dried. Compact patching mortar and finish to match adjacent concrete. Keep patched area continuously moist for at least 72 hours. E. Perform structural repairs of concrete, subject to Architect's approval, using epoxy adhesive and patching mortar. 033000 - CAST-IN-PLACE CONCRETE 033000- 18 of 20 , Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' F. Repair materials and installation not specified above may be used, subject to Architect's approval. ' 3.12 FIELD QUALITY CONTROL ' A. Testing and Inspecting: Engage a qualified testing and inspecting agency to perform tests and inspections and to submit reports. B. Inspections: 1. Steel reinforcement placement. 2. Steel reinforcement welding. ' 3. Headed bolts and studs. 4. Verification of use of required design mixture. 5. Concrete placement, including conveying and depositing. ' 6. Curing procedures and maintenance of curing temperature. 7. Verification of concrete strength before removal of shores and forms from beams and slabs. ' C. Concrete Tests: Testing of composite samples of fresh concrete obtained according to ASTM C 172 shall be performed according to the following requirements: 1. Testing Frequency: Obtain at least one composite sample for each 100 cu. yd. or fraction thereof of each concrete mixture placed each day. ' a. When frequency of testing will provide fewer than five compressive- strength tests for each concrete mixture, testing shall be conducted from at least five randomly selected batches or from each batch if ' fewer than five are used. 2. Slump: ASTM C 143/C 143M; one test at point of placement for each composite sample, but not less than one test for each day's pour of each concrete mixture. Perform additional tests when concrete consistency appears to change. ' 3. Air Content: ASTM C 231, pressure method, for normal-weight concrete;one test for each composite sample, but not less than one test for each day's pour of each concrete mixture. 4. Concrete Temperature: ASTM C 1064/C 1064M; one test hourly when air ' temperature is 40 deg F and below and when 80 deg F and above, and one test for each composite sample. 5. Compression Test Specimens: ASTM C 31/C 31 M. a. Cast and laboratory cure two sets of two standard cylinder specimens for each composite sample. ' 033000 - CAST-IN-PLACE CONCRETE 033000- 19 of 20 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 6. Compressive-Strength Tests: ASTM C 39/C 39M; test one set of two , laboratory-cured specimens at 7 days and one set of two specimens at 28 days. a. Test one set of two field-cured specimens at 7 days and one set of two specimens at 28 days. b. A compressive-strength test shall be the average compressive , strength from a set of two specimens obtained from same composite sample and tested at age indicated. 7. When strength of field-cured cylinders is less than 85 percent of ' companion laboratory-cured cylinders, Contractor shall evaluate operations and provide corrective procedures for protecting and curing in- place concrete. ' 8. Strength of each concrete mixture will be satisfactory if every average of any three consecutive compressive-strength tests equals or exceeds specified compressive strength and no compressive-strength test value , falls below specified compressive strength by more than 500 psi. 9. Test results shall be reported in writing to Architect, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive-strength tests shall contain Project identification name and , number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, concrete mixture proportions and ' materials, compressive breaking strength, and type of break for both l- and 28-day tests. 10. Nondestructive Testing: Impact hammer, sonoscope, or other ' nondestructive device may be permitted by Architect but will not be used as sole basis for approval or rejection of concrete. 11. Additional Tests: Testing and inspecting agency shall make additional ' tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Architect. Testing and inspecting agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ' ASTM C 42/C 42M or by other methods as directed by Architect. 12. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with , specified requirements. 13. Correct deficiencies in the Work that test reports and inspections indicate do not comply with the Contract Documents. ' D. Measure floor and slab flatness and levelness according to ASTM E 1155 within 24 hours of finishing. END OF SECTION 033000 033000 - CAST-IN-PLACE CONCRETE 033000- 20 of 20 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' SECTION 061000 - ROUGH CARPENTRY ' TIPS: To view non-printing Editor's Notes that provide guidance for editing, click on Masterworks/Single-File Formatting/Toggle/Editor's Notes. To read detailed research,technical information about products and materials, and coordination checklists,click on Masterworks/Supporting Information. PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Framing with dimension lumber. 2. Wood blocking, cants, and nailers. 3. Wood furring and grounds. 4. Wood sleepers. 5. Plywood backing panels. 1.2 ACTION SUBMITTALS A. Product Data: For each type of process and factory-fabricated product. PART 2- PRODUCTS ' 2.1 WOOD PRODUCTS, GENERAL A. Regional Materials: The following wood materials shall be manufactured within 500 miles of Project site from materials that have been extracted, harvested, or ' recovered, as well as manufactured, within 500 miles of Project site: 1. Dimension lumber, except treated materials. ' 2. Laminated-veneer lumber. 3. Prefabricated wood I joists. 4. Rim boards. B. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, comply with the applicable rules of any rules- writing agency certified by the ALSC Board of Review. Grade lumber by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. ' 061000 - ROUGH CARPENTRY 061000- 1 of 7 Project No: 14308 Olympic Vet Clinic , Port Angeles, WA 1. Factory mark each piece of lumber with grade stamp of grading agency. 2. For exposed lumber indicated to receive a stained or natural finish, mark grade stamp on end or back of each piece or omit grade stamp and provide certificates of grade compliance issued by grading agency. ' 3. Dress lumber, S4S, unless otherwise indicated. C. Maximum Moisture Content of Lumber: 15 percent for 2-inch nominal thickness ' or less; 19 percent for more than 2-inch nominal thickness unless otherwise indicated. 2.2 WOOD-PRESERVATIVE-TREATED LUMBER ' A. Preservative Treatment by Pressure Process: AWPA U1; ' Use Category UC2 for interior construction not in contact with ground, Use Category UC3b for exterior construction not in contact with ground, and Use Category UC4a for items in contact with ground. 1. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium. Do not use inorganic boron (SBX) for ' sill plates. B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or that does not comply with requirements ' for untreated material. C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. D. Application: Treat items indicated on Drawings, and the following: 1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. , 2. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete. 3. Wood framing and furring attached directly to the interior of below-grade exterior masonry or concrete walls. 4. Wood framing members that are less than 18 inches above the ground in crawlspaces or unexcavated areas. 5. Wood floor plates that are installed over concrete slabs-on-grade. ' 061000 - ROUGH CARPENTRY 061000- 2 of 7 ' Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' 2.3 FIRE-RETARDANT-TREATED MATERIALS ' A. General:Where fire-retardant-treated materials are indicated, materials shall comply with requirements in this article, that are acceptable to authorities having jurisdiction, and with fire-test-response characteristics specified as ' determined by testing identical products per test method indicated by a qualified testing agency. ' B. Fire-Retardant-Treated Lumber and Plywood by Pressure Process: Products with a flame-spread index of 25 or less when tested according to ASTM E 84, and with no evidence of significant progressive combustion when the test is extended an additional 20 minutes, and with the flame front not extending more ' than 10.5 feet beyond the centerline of the burners at any time during the test. 1. Interior Type A: Treated materials shall have a moisture content of 28 percent or less when tested according to ASTM D 3201 at 92 percent relative humidity. Use where exterior type is not indicated. C. Kiln-dry lumber after treatment to maximum moisture content of 19 percent. Kiln-dry plywood after treatment to maximum moisture content of 15 percent. ' D. Identify fire-retardant-treated wood with appropriate classification marking of qualified testing agency. ' E. Application: Treat items indicated on Drawings, and the following: 1. Framing for raised platforms. 2. Framing for stages. 3. Concealed blocking. 4. Framing for non-load-bearing partitions. 5. Framing for non-load-bearing exterior walls. ' 6. Roof construction. 7. Plywood backing panels. ' 2.4 DIMENSION LUMBER FRAMING A. Non-Load-Bearing Interior Partitions: Construction, Stud, or No. 3 grade. ' 1. Application: Interior partitions not indicated as load bearing. 2. Species: a. Southern pine or mixed southern pine; SPIE. b. Northern species; NLGA. ' C. Eastern softwoods; NeLMA. d. Western woods; WCLIB or WWPA. ' 061000 - ROUGH CARPENTRY 061000- 3 of 7 I Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA B. Framing Other Than Non-Load-Bearing Partitions: Any species and grade with 1 a modulus of elasticity of at least 1,500,000 psi and an extreme fiber stress in bending of at least 1000 psi for 2-inch nominal thickness and 12-inch nominal width for single-member use. ' 1. Application: Framing other than interior partitions not indicated as load- bearing. ' C. Exposed Framing: Hand-select material for uniformity of appearance and freedom from characteristics, on exposed surfaces and edges, that would ' impair finish appearance, including decay, honeycomb, knot-holes, shake, splits, torn grain, and wane. 1. Species and Grade: As indicated above for load-bearing construction of ' same type. 2.5 MISCELLANEOUS LUMBER ' A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: 1. Blocking. 2. Nailers. ' 3. Cants. 4. Furring. 5. Grounds. , B. Dimension Lumber Items: Standard, Stud, or No. 3 grade lumber of any species. C. Concealed Boards: 19 percent maximum moisture content and any of the following species and grades: 1. Mixed southern pine or southern pine; No. 2 grade; SPIB. ' 2. Eastern softwoods; No. 2 Common grade; NeLMA. 3. Northern species; No. 2 Common grade; NLGA. 4. Western woods; Construction or No. 2 Common grade; WCLIB or WWPA. 2.6 PLYWOOD BACKING PANELS A. Equipment Backing Panels: Plywood, DOC PS 1, Exterior, A-C, in thickness indicated or, if not indicated, not less than 1/2-inch nominal thickness. ' 061000 - ROUGH CARPENTRY 061000- 4 of 7 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' 2.7 FASTENERS ' A. General: Fasteners shall be of size and type indicated and shall comply with requirements specified in this article for material and manufacture. ' 1. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M. B. Power-Driven Fasteners: Fastener systems with an evaluation report acceptable to authorities having jurisdiction, based on ICC-ES AC70. C. Post-Installed Anchors: Fastener systems with an evaluation report acceptable to authorities having jurisdiction, based on ICC-ES AC01 as appropriate for the substrate. 2.8 METAL FRAMING ANCHORS ' A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: ' 1. Cleveland Steel Specialty Co. 2. KC Metals Products, Inc. ' 3. Phoenix Metal Products, Inc. 4. Simpson Strong-Tie Co., Inc. 5. USP Structural Connectors. 6. Insert manufacturer's name. B. Allowable design loads, as published by manufacturer, shall meet or exceed those of products of manufacturers listed. Manufacturer's published values ' shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. Framing anchors shall be punched for fasteners adequate to ' withstand same loads as framing anchors. C. Galvanized-Steel Sheet: Hot-dip, zinc-coated steel sheet complying with ASTM A 653/A 653M, G60 coating designation. 1. Use for interior locations unless otherwise indicated. ' D. Hot-Dip, Heavy-Galvanized Steel Sheet: ASTM A 653/A 653M; structural steel (SS), high-strength low-alloy steel Type A (HSLAS Type A), or high-strength low-alloy steel Type B (HSLAS Type B); G185 coating designation; and not less than 0.036 inch thick. 1. Use for wood-preservative-treated lumber and where indicated. ' 061000 - ROUGH CARPENTRY 061000- 5 of 7 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 2.9 MISCELLANEOUS MATERIALS A. Sill-Sealer Gaskets: Closed-cell neoprene foam, 1/4 inch thick, selected from ' manufacturer's standard widths to suit width of sill members indicated. PART 3- EXECUTION ' 3.1 INSTALLATION, GENERAL ' A. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame Construction," unless otherwise indicated. ' B. Framing with Engineered Wood Products: Install engineered wood products to comply with manufacturer's written instructions. ' C. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry accurately to other construction. Locate furring, nailers, blocking, grounds, and similar supports to comply with , requirements for attaching other construction. D. Install shear wall panels to comply with manufacturer's written instructions. ' E. Install metal framing anchors to comply with manufacturer's written instructions. Install fasteners through each fastener hole. ' F. Do not splice structural members between supports unless otherwise indicated. G. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated lumber. H. Where wood-preservative-treated lumber is installed adjacent to metal decking, ' install continuous flexible flashing separator between wood and metal decking. I. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code (IBC). , 2. ICC-ES evaluation report for fastener. 061000 - ROUGH CARPENTRY 061000- 6 of 7 ' 1 1 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 1 3.2 PROTECTION ' A. Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite protection, inorganic boron-treated wood becomes wet, apply EPA- registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label. B. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes wet enough that moisture content exceeds that specified, apply EPA- registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label. END OF SECTION 061000 ' 061000 - ROUGH CARPENTRY 061000- 7 of 7 Project No: 14308 Olympic Vet Clinic Port Angeles, WA tSECTION 064116 -PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS PART 1 - GENERAL ' 1.1 SUMMARY A. Section Includes: ' 1. Plastic-laminate-faced architectural cabinets. 2. Wood furring, blocking, shims, and hanging strips for installing plastic- laminate-faced architectural cabinets unless concealed within other ' construction before cabinet installation. B. Related Requirements: ' 1. Section 123623.13 "Plastic-Laminate-Clad Countertops." 1.2 ACTION SUBMITTALS A. Product Data: For each type of product B. Shop Drawings: Show location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components. 1.3 QUALITY ASSURANCE ' A. Fabricator Qualifications: Certified participant in AWI's Quality Certification Program. B. Installer Qualifications: Certified participant in AWI's Quality Certification ' Program. ' 1.4 FIELD CONDITIONS A. Environmental Limitations: Do not deliver or install cabinets until building is ' enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period. 064116- 1 of 6 064116 - PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS t Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA PART 2- PRODUCTS 2.1 ARCHITECTURAL CABINET FABRICATORS A. Fabricators: Subject to compliance with requirements 2.2 PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS A. Quality Standard: Unless otherwise indicated, comply with the "Architectural ' Woodwork Standards"for grades of architectural plastic-laminate cabinets indicated for construction, finishes, installation, and other requirements. , 1. Provide labels from AWI certification program indicating that woodwork complies with requirements of grades specified. , B. Grade: Custom . C. Type of Construction: Frameless. D. Cabinet, Door, and Drawer Front Interface Style: Flush overlay. E. High-Pressure Decorative Laminate: NEMA LD 3, grades as indicated or if not indicated, as required by woodwork quality standard. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Formica Corporation. b. Lamin-Art, Inc. C. Wilsonart International; Div. of Premark International, Inc. ' F. Laminate Cladding for Exposed Surfaces. 1. Horizontal Surfaces: Grade HGL. , 2. Postformed Surfaces: Grade HGP. 3. Vertical Surfaces: Grade VGS. 4. Pattern Direction: Vertically for doors and fixed panels, horizontally for drawer fronts . G. Materials for Semiexposed Surfaces: 1. Surfaces Other Than Drawer Bodies: High-pressure decorative laminate, NEMA LD 3, Grade VGS. 2. Drawer Sides and Backs: Thermoset decorative panels with PVC or polyester edge banding. 064116 - PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS 064116- 2 of 6 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' 3. Drawer Bottoms: Thermoset decorative panels. H. Dust Panels: 1/4-inch plywood or tempered hardboard above compartments and drawers unless located directly under tops. ' I. Colors, Patterns, and Finishes: Provide materials and products that.result in colors and textures of exposed laminate surfaces complying with the following requirements: 1. As indicated by laminate manufacturer's designations. ' 2. Match Architect's sample. 3. As selected by Architect from laminate manufacturer's full range in the following categories: a. Solid colors, matte finish. b. Solid colors with core same color as surface, matte finish. C. Wood grains, gloss finish. d. Patterns, gloss finish. 2.3 WOOD MATERIALS A. Wood Products: Provide materials that comply with requirements of referenced quality standard for each type of woodwork and quality grade specified unless ' otherwise indicated. 1. Wood Moisture Content: 8 to 13 percent. B. Composite Wood and Agrifiber Products: Provide materials that comply with requirements of referenced quality standard for each type of woodwork and ' quality grade specified unless otherwise indicated. 1. Medium-Density Fiberboard: ANSI A208.2, . 2. Thermoset Decorative Panels: Particleboard or medium-density ' fiberboard finished with thermally fused, melamine-impregnated decorative paper and complying with requirements of NEMA LD 3, Grade VGL, for test methods 3.3, 3.4, 3.6, 3.8, and 3.10. 2.4 CABINET HARDWARE AND ACCESSORIES ' A. General: Provide cabinet hardware and accessory materials associated with architectural cabinets except for items specified in Section 087111 "Door Hardware (Descriptive Specification)." ' B. Butt Hinges: 2-3/4-inch, five-knuckle steel hinges made from 0.095-inch-thick metal, and as follows: 1. Semi concealed Hinges for Flush Doors: BHMA A156.9, B01361. 2. Semiconcealed Hinges for Overlay Doors: BHMA A156.9, B01521. 064116- 3 of 6 064116 - PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA C. Frameless Concealed Hinges (European Type): BHMA A156.9, B01602, 135 ' degrees of opening, self-closing. D. Wire Pulls: Back mounted, solid metal, 4 inches long, 5/16 inch in diameter. , E. Adjustable Shelf Standards and Supports: BHMA A156.9, B04071; with shelf rests, B04081. F. Drawer Slides: BHMA A156.9. 1. Grade 1 and Grade 2: Side mounted and extending under bottom edge , of drawer; full-extension type; zinc-plated steel with polymer rollers. 2. Grade 1 HD-100 and Grade 1 HD-200: Side mounted; full-extension type; zinc-plated-steel ball-bearing slides. , 3. For drawers not more than 3 inches high and not more than 24 inches wide, provide Grade 2. 4. For drawers more than 3 inches high but not more than 6 inches high and not more than 24 inches wide, provide Grade 1. 5. For drawers more than 6 inches high or more than 24 incheswide, provide Grade 1 HD-100. 6. For computer keyboard shelves, provide Grade 1. 7. For trash bins not more than 20 inches high and 16 incheswide, provide Grade 1 HD-100. G. Door Locks: BHMA Al 56.11, E07121. H. Drawer Locks: BHMA Al 56.11, E07041. ' I. Door and Drawer Silencers: BHMA Al 56.16, L03011. J. Tempered Float Glass for Cabinet Doors: ASTM C 1048, Kind FT, Condition A, ' Type I, Class 1 (clear) Class 2 or 3 (tinted), Quality-Q3, with exposed edges seamed before tempering, 6 mm thick unless otherwise indicated. K. Tempered Float Glass for Cabinet Shelves: ASTM C 1048, Kind FT, Condition A, Type I, Class 1 (clear), Quality-Q3; with exposed edges seamed before tempering, 6 mm thick. L. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with BHMA A156.18 for BHMA finish number indicated. 1. Satin Chromium Plated: BHMA 626 for brass or bronze base; BHMA 652 for steel base. , 2.5 MISCELLANEOUS MATERIALS A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried to less than 15 percent moisture content. 064116 - PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS 064116- 4 of 6 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' B. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal expansion sleeves or expansion bolts for post-installed anchors. Use nonferrous-metal or hot-dip galvanized anchors ' and inserts at inside face of exterior walls and at floors. C. Adhesive for Bonding Plastic Laminate: Unpigmented contact cement. 1. Adhesive for Bonding Edges: Hot-melt adhesive or adhesive specified above for faces. ' .2.6 FABRICATION ' A. Complete fabrication, including assembly and hardware application, to maximum extent possible before shipment to Project site. Disassemble components only as necessary for shipment and installation. Where necessary ' for fitting at site, provide ample allowance for scribing, trimming, and fitting. B. Shop-cut openings to maximum extent possible to receive hardware, appliances, electrical work, and similar items. Locate openings accurately and use templates or roughing-in diagrams to produce accurately sized and shaped openings. Sand edges of cutouts to remove splinters and burrs. ' C. Install glass to comply with applicable requirements in Section 088000 "Glazing" and in GANA's "Glazing Manual." For glass in wood frames, secure glass with removable stops. PART 3- EXECUTION 3.1 PREPARATION. ' A. Before installation, condition cabinets to average prevailing humidity conditions in installation areas. ' 3.2 INSTALLATION A. Grade: Install cabinets to comply with same grade as item to be installed. B. Install cabinets level, plumb, true, and straight. Shim as required with concealed shims. Install level and plumb to a tolerance of 1/8 inch in 96 ' inches. C. Scribe and cut cabinets to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts. 064116 - PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS 064116- 5 of 6 Project No: 14308 Olympic Vet Clinic t Port Angeles, WA D. Anchor cabinets to anchors or blocking built in or directly attached to t substrates. Secure with countersunk, concealed fasteners and blind nailing. Use fine finishing nails or finishing screws for exposed fastening, countersunk and filled flush with woodwork. ' E. Cabinets: Install without distortion so doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in ' openings and to provide unencumbered operation. Complete installation of hardware and accessory items as indicated. 1. Install cabinets with no more than 1/8 inch in 96-inch sag, bow, or other ' variation from a straight line. 2. Fasten wall cabinets through back, near top and bottom, and at ends not more than 16 inches o.c. with No. 10 wafer-head screws sized for not less ' than 1-1/2-inch penetration into wood framing, blocking, or hanging strips or No. 10 wafer-head sheet metal screws through metal backing or metal framing behind wall finish. ' END OF SECTION 064116 064116 - PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS 064116- 6 of 6 Project No: 14308 Olympic Vet Clinic Port Angeles, WA SECTION 079200 -JOINT SEALANTS ' PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this ' Section. ' 1.2 SUMMARY A. Section Includes: ' 1. Silicone joint sealants. 2. Urethane joint sealants. 3. Polysulfide joint sealants. ' 4. Latex joint sealants. 5. Solvent-release-curing joint sealants. 6. Preformed joint sealants. ' 7. Acoustical joint sealants. B. Related Sections: ' 1. Division 08 Section "Glazing"for glazing sealants. 2. Division 09 Section "Gypsum Board"for sealing perimeter joints. 3. Division 09 Section "Tiling"for sealing tile joints. ' 4. Division 32 Section "Concrete Paving Joint Sealants"for sealing joints in pavements, walkways, and curbing. ' 1.3 SUBMITTALS A. Product Data: For each joint-sealant product indicated. ' B. Samples for Initial Selection: Manufacturer's color charts consisting of strips of cured sealants showing the full range of colors available for each product exposed to view. C. Joint-Sealant Schedule: Include the following information: 1. Joint-sealant application,joint location, and designation. 2. Joint-sealant manufacturer and product name. 3. Joint-sealant formulation. ' 4. Joint-sealant color. 079200 - JOINT SEALANTS 079200- 1 of 13 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 1.4 QUALITY ASSURANCE ' A. Installer Qualifications: Manufacturer's authorized representative who is , trained and approved for installation of units required for this Project. B. Source Limitations: Obtain each kind of joint sealant from single source from ' single manufacturer. C. Product Testing: Test joint sealants using a qualified testing agency. 1. Testing Agency Qualifications: An independent testing agency qualified according to ASTM C 1021 to conduct the testing indicated. D. Preinstallation Conference: Conduct conference at Project site. ' 1.5 PROJECT CONDITIONS ' A. Do not proceed with installation of joint sealants under the following conditions: 1. When ambient and substrate temperature conditions are outside limits ' permitted by joint-sealant manufacturer or are below 40 deg F. 2. When joint substrates are wet. , 3. Where joint widths are less than those allowed by joint-sealant manufacturer for applications indicated. 4. Where contaminants capable of interfering with adhesion have not yet , been removed from joint substrates. 1.6 WARRANTY ' A. Special Installer's Warranty: Manufacturer's standard form in which Installer agrees to repair or replace joint sealants that do not comply with performance ' and other requirements specified in this Section within specified warranty period. 1. Warranty Period: One year from date of Substantial Completion. ' B. Special Manufacturer's Warranty: Manufacturer's standard form in which joint- sealant manufacturer agrees to furnish joint sealants to repair or replace those that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: two years from date of Substantial Completion. C. Special warranties specified in this article exclude deterioration or failure of joint sealants from the following: 079200 - JOINT SEALANTS 079200- 2 of 13 , Project No: 14308 Olympic Vet Clinic Port Angeles, WA i1. Movement of the structure caused by structural settlement or errors attributable to design or construction resulting in stresses on the sealant exceeding sealant manufacturer's written specifications for sealant ' elongation and compression. 2. Disintegration of joint substrates from natural causes exceeding design specifications. ' 3. Mechanical damage caused by individuals, tools, or other outside agents. 4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants. PART 2 - PRODUCTS 2.1 MATERIALS, GENERAL A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer, based ' on testing and field experience. B. Liquid-Applied Joint Sealants: Comply with ASTM C 920 and other requirements indicated for each liquid-applied joint sealant specified, including those referencing ASTM C 920 classifications for type, grade, class, and uses related to exposure and joint substrates. C. Stain-Test-Response Characteristics: Where sealants are specified to be nonstaining to porous substrates, provide products that have undergone testing according to ASTM C 1248 and have not stained porous joint substrates indicated for Project. D. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range. 2.2 SILICONE JOINT SEALANTS A. Single-Component, Nonsag, Neutral-Curing Silicone Joint Sealant: ASTM C 920, Type S, Grade NS, Class 25, for Use NT. ' 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Dow Corning Corporation; 799. b. GE Advanced Materials- Silicones; UltraGlaze SSG4000. ' C. May National Associates, Inc.; Bondaflex Sil 200 GPN. d. Polymeric Systems, Inc.; PSI-631. 079200 - JOINT SEALANTS 079200- 3 of 13 Project No: 14308 Olympic Vet Clinic , Port Angeles, WA e. Schnee-Morehead, Inc.; SM5731 Poly-Glaze Plus. ' f. Tremco Incorporated; Proglaze SSG. B. Mildew-Resistant, Single-Component, Acid-Curing Silicone Joint Sealant: ASTM C 920, Type S, Grade NS, Class 25, for Use NT. , 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the ' following: a. BASF Building Systems; Omniplus. b. Dow Corning Corporation; 786 Mildew Resistant. C. GE Advanced Materials- Silicones; Sanitary SCS1700. d. May National Associates, Inc.; Bondaflex Sil 100 WF. e. Tremco Incorporated; Tremsil 200 Sanitary. , 2.3 URETHANE JOINT SEALANTS ' A. Single-Component, Nonsag, Urethane Joint Sealant: ASTM C 920, Type S, Grade NS, Class 25, for Use NT. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: ' a. BASF Building Systems; Sonolastic NP1. b. Bostik, Inc.; Chem-Calk 900. ' C. May National Associates, Inc.; Bondaflex PUR 25. d. Pacific Polymers International, Inc.; Elasto-Thane 230 Type Il. e. Pecora Corporation; Dynatrol I-XL. f. Polymeric Systems, Inc.; Flexiprene 1000. ' g. Schnee-Morehead, Inc.; Permathane SM7100. h. Sika Corporation, Construction Products Division; Sikaflex- 1 a. i. Tremco Incorporated; Dymonic. ' B. Single-Component, Nonsag, Traffic-Grade, Urethane Joint Sealant: ASTM C 920. Type S, Grade NS, Class 25, for Use T. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: , a. BASF Building Systems; Sonolastic NP1. b. May National Associates, Inc.; Bondaflex PUR 40 FC. C. Pacific Polymers International, Inc.; Elasto-Thane 230 Type II. d. Sika Corporation, Construction Products Division; Sikaflex- 1 a. e. Tremco Incorporated; Vulkem 116. ' 079200 - JOINT SEALANTS 079200- 4 of 13 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' C. Single-Component, Pourable, Traffic-Grade, Urethane Joint Sealant: ASTM C 920, Type S, Grade P, Class 25, for Use T. ' 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: ' a. BASF Building Systems; Sonolastic SL 1. b. Bostik, Inc.; Chem-Calk 950. C. May National Associates, Inc.; Bondaflex PUR 35 SL. d. Pecora Corporation; Urexpan NR-201. e. Polymeric Systems, Inc.; Flexiprene 952. f. Schnee-Morehead, Inc.; Permathane SM7101. ' g. Sika Corporation. Construction Products Division; Sikaflex- 1 CSL. h. Tremco Incorporated; Vulkem 45. D. Multicomponent, Nonsag, Urethane Joint Sealant: ASTM C 920, Type M, Grade NS, Class 25, for Use NT. 1. Products: Subject to compliance with requirements, available products ' that may be incorporated into the Work include, but are not limited to, the following: a. BASF Building Systems; Sonolastic NP 2. b. Bostik, Inc.; Chem-Calk 500. C. May National Associates, Inc.; Bondaflex PUR 2 NS. d. Pacific Polymers International, Inc.; Elasto-Thane 227 High Shore Type ll. e. Pecora Corporation; Dynatred. f. Sika Corporation, Construction Products Division; Sikaflex- 2c NS. ' g. Tremco Incorporated; Vulkem 227. E. Multicomponent, Nonsag, Traffic-Grade, Urethane Joint Sealant: ASTM C 920, ' Type M, Grade NS, Class 25, for Use T. 1. Products: Subject to compliance with requirements, available products ' that may be incorporated into the Work include, but are not limited to, the following: a. BASF Building.Systems; Sonolastic NP 2. ' b. LymTal International, Inc.; Iso-Flex 885 SG. C. May National Associates, Inc.; Bondaflex PUR 2 NS. d. Pacific Polymers International, Inc.; Elasto-Thane 227 High Shore Type II. e. Pecora Corporation; Dynatred. f. Sika Corporation, Construction Products Division; Sikaflex- 2c NS. ' g. Tremco Incorporated; Vulkem 227. 079200 - JOINT SEALANTS 079200- 5 of 13 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 2.4 POLYS ULFIDE JOINT SEALANTS , A. Single-Component, Nonsag, Polysulfide Joint Sealant: ASTM C 920, Type S, ' Grade NS, Class 25, for Use NT. 1. Products: Subject to compliance with requirements, available products ' that may be incorporated into the Work include, but are not limited to, the following: a. Pacific Polymers International, Inc.; Elastoseal 230 Type I. b. W. R. Meadows, Inc.; Deck-O-Seal One Step. B. Multicomponent, Nonsag, Polysulfide Joint Sealant: ASTM C 920, Type M, ' Grade NS, Class 25, for Use NT. 1. Products: Subject to compliance with requirements, available products , that may be incorporated into the Work include, but are not limited to, the following: a. BASF Building Systems; Sonolastic Polysulfide Sealant. , b. Pacific Polymers International, Inc.; Elasto-Seal 227 Type II. C. Pecora Corporation; Synthacalk GC-2+. d. W. R. Meadows, Inc.; Deck-O-Seal Gun Grade. ' C. Multicomponent, Nonsag, Traffic-Grade, Polysulfide Joint Sealant: ASTM C 920, Type M, Grade NS, Class 25, for Use T. ' 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: I a. BASF Building Systems; Sonolastic Polysulfide Sealant. b. Pecora Corporation; Synthacalk GC-2+. D. Multicomponent, Pourable, Traffic-Grade, Polysulfide Joint Sealant: ASTM C 920, Type M, Grade P, Class 25, for Use T. 1. Products: Subject to compliance with requirements, available products a that may be incorporated into the Work include, but are not limited to, the following: ' a. Pacific Polymers International, Inc.; Elastoseal 227 Type I. b. W. R. Meadows, Inc.; Deck-O-Seal 125. 079200 - JOINT SEALANTS 079200- 6 of 13 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 2.5 LATEX JOINT SEALANTS A. Latex Joint Sealant: Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: ' a. BASF Building Systems; Sonolac. b. Bostik, Inc.; Chem-Calk 600. C. May National Associates, Inc.; Bondaflex 600. ' d. Pecora Corporation; AC-20+. e. Schnee-Morehead, Inc.; SM 8200. f. Tremco Incorporated; Tremflex 834. 2.6 ACOUSTICAL JOINT SEALANTS A. Acoustical Joint Sealant: Manufacturer's standard nonsag, paintable, nonstaining latex sealant complying with ASTM C 834. Product effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: ' a. Pecora Corporation; AC-20 FTR. b. USG Corporation; SHEETROCK Acoustical Sealant. 2.7 JOINT SEALANT BACKING ' A. General: Provide sealant backings of material that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. B. Cylindrical Sealant Backings: ASTM C 1330, Type C (closed-cell material with a surface skin) Type O (open-cell material) Type B (bicellular material with a surface skin) or any of the preceding types, as approved in writing by joint- sealant manufacturer for joint application indicated, and of size and density to control sealant depth and otherwise contribute to producing optimum sealant ' performance. 079200 - JOINT SEALANTS 079200- 7 of 13 Project No: 14308 Olympic Vet Clinic , Port Angeles, WA C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by ' sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint. Provide self-adhesive tape ' where applicable. 2.8 MISCELLANEOUS MATERIALS ' A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from , preconstruction joint-sealant-substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues ' or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants to joint substrates. , C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. ' PART 3 EXECUTION 3.1 EXAMINATION A. Examine joints indicated to receive joint sealants, with Installer present, for ' compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint-sealant performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions and the following requirements: 1. Remove all foreign material from joint substrates that could interfere with ' adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost. 079200 - JOINT SEALANTS 079200- 8 of 13 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 2. Clean porous joint substrate surfaces by brushing, grinding, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining after cleaning operations above by ' vacuuming or blowing out joints with oil-free compressed air. Porous joint substrates include the following: a. Concrete. b. Masonry. C. Unglazed surfaces of ceramic tile. ' d. Portland Cement Plastering (Stucco) 3. Remove laitance and form-release agents from concrete. 4. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. Nonporous joint substrates include the following: a. Metal. b. Glass. ' C. Porcelain enamel. d. Glazed surfaces of ceramic tile. B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as indicated by preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint-sealant manufacturer's written instructions. Confine primers to areas of joint-sealant bond; do not allow spillage or migration onto adjoining surfaces. C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. 3.3 INSTALLATION OF JOINT SEALANTS ' A. General: Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. ' B. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions ' indicated. 079200 - JOINT SEALANTS 079200- 9 of 13 Project No: 14308 Olympic Vet Clinic Port Angeles, WA C. Install sealant backings of kind indicated to support sealants during application 9 PP 9 PP and at position required to produce cross-sectional shapes and depths of ' installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. ' 3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. D. Install bond-breaker tape behind sealants where sealant backings are not used ' between sealants and backs of joints. E. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. ' F. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified in subparagraphs below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. 1. Remove excess sealant from surfaces adjacent to joints. 2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 3. Provide concave joint profile per Figure 8A in ASTM C 1193, unless otherwise indicated. 4. Provide flush joint profile where indicated per Figure 8B in ASTM C 1193. 5. Provide recessed joint configuration of recess depth and at locations ' indicated per Figure 8C in ASTM C 1193. a. Use masking tape to protect surfaces adjacent to recessed tooled joints. G. Acoustical Sealant Installation: At sound-rated assemblies and elsewhere as indicated, seal construction at perimeters, behind control joints, and at , openings and penetrations with a continuous bead of acoustical sealant. Install acoustical sealant at both faces of partitions at perimeters and through penetrations. Comply with ASTM C 919 and with manufacturer's written , recommendations. 079200 - JOINT SEALANTS 079200- 10 of 13 Q Project No: 14308 Olympic Vet Clinic Port Angeles, WA 3.4 CLEANING ' A. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. 3.5 PROTECTION L A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at ' time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from original work. ' 3.6 JOINT-SEALANT SCHEDULE A. Joint Sealant Application: Exterior points In horizontal traffic surfaces. 1. Joint Locations: a. Control and expansion joints in brick pavers. b. Isolation and contraction joints in cast-in-place concrete slabs. ' C. Joints between plant-precast architectural concrete paving units. d. Joints in stone paving units, including steps. e. Tile control and expansion joints. ' f. Joints between different materials listed above. 2. Polysulfide Joint Sealant: Multicomponent, pourable, traffic grade. ' 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. ' B. Joint-Sealant Application: Exterior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Locations: ' a. Construction joints in cast-in-place concrete. b. Joints between plant-precast architectural concrete units. C. Control and expansion joints in unit masonry. d. Joints in dimension stone cladding. e. Joints in glass unit masonry assemblies. f. Joints in exterior insulation and finish systems. g. Joints between metal panels. h. Joints between different materials listed above. 079200 - JOINT SEALANTS 079200- 11 of 13 Project No: 14308 Olympic Vet Clinic Port Angeles, WA i. Perimeter joints between materials listed above and frames of doors windows and louvers. j. Control and expansion joints in ceilings and other overhead surfaces. 2. Silicone Joint Sealant: Single component, nonsag. neutral curing, Class ' 25. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full ' range of colors. C. Joint-Sealant Application: Interior joints in horizontal traffic surfaces. 1. Joint Locations: a. Isolation joints in cast-in-place concrete slabs. ' 2. Urethane Joint Sealant: Single component, pourable, traffic grade. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. D. Joint-Sealant Application: Interior joints in vertical surfaces and horizontal nontrafFic surfaces. ' 1. Joint Locations: a. Control and expansion joints on exposed interior surfaces of exterior walls. b. Perimeter joints of exterior openings where indicated. ' C. Vertical joints on exposed surfaces of partitions. d. Perimeter joints between interior wall surfaces and frames of interior doors and windows. 2. Joint Sealant: Latex. , 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. ' E. Joint-Sealant Application: Mildew-resistant interior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Sealant Location: a. Joints between plumbing fixtures and adjoining walls, floors, and , counters. b. Tile control and expansion joints where indicated. 2. Joint Sealant: Single component, nonsag, mildew resistant, acid curing. ' 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. 079200 - JOINT SEALANTS 079200- 12 of 13 Project No: 14308 Olympic Vet Clinic Port Angeles, WA F. Joint-Sealant Application: Interior acoustical joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Location: a. Acoustical joints where.indicated. b. Other joints as indicated. 2. Joint Sealant: Acoustical. ' 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range. END OF SECTION 079200 1 079200 - JOINT SEALANTS 079200- 13 of 13 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ! SECTION 081113 HOLLOW METAL DOORS AND.FRAMES PART 1 - GENERAL 1.1 RELATED SECTIONS A. Section 081416 Wood Door/Plastic Laminate Doors ! B. Section 087100 Door Hardware C. Section 084213 Aluminum Framed Entrance/Glazing (Glass to be furnished and installed by this section 081113 for HMD's. Glass for HM Borrowed Lights and Sidelights to be furnished and installed by section 084213. D. Section 099000 Painting E. Section 061000 Carpentry ! 1.2 ACTION SUBMITTALS ' A. Product Data: For each type of product. B. Sustainable Design Submittals: C. Shop Drawings: Include elevations, door edge details, frame profiles, metal thicknesses, anchoring types, hardware preperations, and other pertinent details. D. Schedule: Prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings. ' E. Product test reports and warranties 1.3 QUALITY ASSURANCE A. Pre-installation meeting: Comply with the requirements in Division 1 Section ' "Project Meetings" 1. Convene meeting seven days before installation. Participants required to attend: General Contractor, Sub Contracting Carpenter and installer., ! 2. Include in conference decisions regarding proper installation methods and procedures for receiving and handling hardware. View provided installation videos for complete understanding of installation expectations. ! a. http://us.allegion.com/training/Pages/videos.aspx 081113 - HOLLOW METAL DOORS AND FRAMES 081113- 1 of 7 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 3. Review and finalize construction schedule and verify availability of i materials, installer's personnel, equipment and facilities needed to make progress acceptable and avoid delays. B. Installer Qualifications: Specialized in performing installation of this Section and shall have five years minimum documented experience. PART 2- PRODUCTS 2.1 MANUFACTURERS A. Ceco: ASSA Abloy Company B. Curries ASSA Abloy Company C. Republic Manufacturing D. Steelcraft Manufacturing: Allegion 2.2 REGULATORY.REQUIREMENTS A. Fire-Rated Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction for fire- protection ratings indicated, based on testing at positive pressure according to NFPA 252 or UL 10C. 1. Smoke- and Draft-Control Assemblies: Provide an assembly with gaskets listed and labeled for smoke and draft control by a qualified testing agency acceptable to authorities having jurisdiction, based on testing according to UL 1784 and installed in compliance with NFPA 105. B. Fire-Rated, Borrowed-Lite Assemblies: Complying with NFPA 80 and listed and ' labeled by a testing and inspecting agency acceptable to authorities having jurisdiction for fire-protection ratings indicated, based on testing according to NFPA 257 or UL 9. 2.3 INTERIOR DOORS AND FRAMES A. Standard-Duty Doors and Frames: , 1. Doors: 18 Gauge, Cold Rolled Steel a. Type: As indicated in the Door and Frame Schedule. ' b. Thickness: 1 W C. Edge Construction: Flush d. Core: Honeycomb, Mineral-wool 2. Frames: 16 Gauge: Cold Rolled Steel ' a. Materials: Cold-Rolled Steel Steel, Beveled or Square 081113 - HOLLOW METAL DOORS AND FRAMES 081113- 2 of 7 Project No: 14308 Olympic Vet Clinic Port Angeles, WA b. Construction: Face-Welded 3. Exposed Finish Primed ' 2.4 EXTERIOR HOLLOW-METAL DOORS AND FRAMES A. Heavy-Duty Doors and Frames: 1. Doors: 16 Gauge, Galvanized/Galvanealed, Flush Top a. Type: As indicated in the Door and Frame Schedule. b. Thickness: 1-3/4" ' C. Edge Construction, Seamless, Beveled or Square d. Core: Polyurethane, Mineral-wool 2. Frames: 14 Gauge, Galvanized/Galvanealed a. Construction Face-Welded ' 3. Exposed Finish: Primed 2.5 BORROWED LITES A. Hollow-metal frames: 16 Gauge Cold Rolled Steel IB. Construction: Face-Welded ' 2.6 FRAME ANCHORS A. Jamb Anchors: As Required 1. Masonry Type: Adjustable, 6 per typical frame 2. Stud-Wall Type: Designed to engage stud, 6 per typical frame B. Floor/Base Anchors: Formed from same material as frames, 2 per frame 1. Monolithic Concrete Slabs: Clip-type anchors, with two holes to receive fasteners. 2. Separate Topping Concrete Slabs: Adjustable-type anchors with extension clips. 2.7 FABRICATION A. Fabricate hollow-metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for metal thickness. Where practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment. ' B. Hollow-Metal Doors: 1. Exterior Doors: Provide weep-hole openings in bottoms of exterior doors to permit moisture to escape. Seal joints in top edges of doors against water penetration. ' 081113 - HOLLOW METAL DOORS AND FRAMES 081113- 3 of 7 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 2. Astragals: Provide overlapping astragal on one leaf of pairs of doors where required by NFPA 80 for fire-performance rating or where indicated. C. Hollow-Metal Frames: Where frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames. 1. Sidelite and transom Frames: Provide closed tubular members with no visible face seams or joints, fabricated from same material as door frame. Fasten members at crossings and to jambs by butt welding. 2. Provide countersunk, flat- or oval-head exposed screws and bolts for ' exposed fasteners unless otherwise indicated. 3. Grout Guards: Weld guards to frame at back of hardware mortises in frames to be grouted. 4. Floor Anchors: Weld anchors to bottoms of jambs with at least four spot ' welds per anchor; however, for slip-on drywall frames, provide anchor clips or countersunk holes at bottoms of jambs. 5. Jamb Anchors: Provide number and spacing of anchors as follows: 6. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers. a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers. b. Double-Door Frames: Drill stop in head jamb to receive two door silencers. D. Hardware Preparation: Factory prepare hollow-metal work to receive template , mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates. ' 1. Reinforce doors and frames to receive non-template, mortised, and surface-mounted door hardware. 2. Comply with applicable requirements in SDI A250.6 and BHMA Al 56.115 for preparation of hollow-metal work for hardware. E. Stops and Moldings: Provide stops and moldings around glazed lites and louvers where indicated. Form corners of stops and moldings with Bitted or ' Mitered hairline joints. 1. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of hollow-metal work. _2. Multiple Glazed Lites: Provide fixed and removable stops and moldings so that each glazed lite is capable of being removed independently. 3. Provide fixed frame moldings on outside of exterior and on secure side of ' interior doors and frames. 4. Provide loose stops and moldings on inside of hollow-metal work. 5. Coordinate rabbet width between fixed and removable stops with glazing and installation types indicated. ' 081113 - HOLLOW METAL DOORS AND FRAMES 081113- 4 of 7 a Project No: 14308 Olympic Vet Clinic Port Angeles, WA 2.8 STEEL FINISHES A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer. 1. Shop Primer: SDI A250.10. 2.9 ACCESSORIES A. Louvers: Provide sight proof with bug screen louvers for doors, where indicated, with blades or baffles 1. Fire-Rated Automatic Louvers: Movable blades closed by actuating fusible link, and listed and labeled for use in fire-rated door assemblies of ' type and fire-resistance rating indicated. B. Mullions and Transom Bars: Join to adjacent members by welding or rigid mechanical anchors. C. Grout Guards: Formed from same material as frames 1 PART 3- EXECUTION ' 3.1 INSTALLATION A. Hollow-Metal Frames: Install hollow-metal frames for doors, transoms, Isidelites, borrowed lites, and other openings, of size and profile indicated. Comply with SDI A250.11 or NAAMM-HMMA 840 as required by standards specified. 1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged. ' a. At fire-rated openings, install frames according to NFPA 80. b. Where frames are fabricated in sections because of shipping or handling limitations, field splice at approved locations by welding ' face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces. C. Install frames with removable stops located on secure side of opening. ' d. Install door silencers in frames before grouting. e. Remove temporary braces necessary for installation only after frames have been properly set and secured. f. Check plumb, square, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances. 2. Floor Anchors: Provide floor anchors for each jamb and mullion that ' extends to floor, and secure with post installed expansion anchors. 081113 - HOLLOW METAL DOORS AND FRAMES 081113- 5 of 7 J i Project No: 14308 Olympic Vet Clinic , Port Angeles, WA a. Floor anchors may be set with power-actuated fasteners instead of postinstalled expansion anchors if so indicated and approved on Shop Drawings. 3. Metal-Stud Partitions: Solidly pack mineral-fiber insulation inside frames. 4. Masonry Walls: Coordinate installation of frames to allow for solidly filling space between frames and masonry with grout. 5. Concrete Walls: Solidly fill space between frames and concrete with mineral-fiber insulation. 6. In-Place Concrete or Masonry Construction: Secure frames in place with post installed expansion anchors. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces. 7. In-Place Metal or Wood-Stud Partitions: Secure slip-on drywall frames in place according to manufacturer's written instructions. 8. Installation Tolerances: Adjust hollow-metal door frames for squareness, alignment, twist, and plumb to the following tolerances: ' a. Squareness: Plus or minus 1/16", measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head. b. Alignment: Plus or minus 1/16", measured at jambs on a horizontal line parallel to plane of wall. C. Twist: Plus or minus 1/16" measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. d. Plumbness: Plus or minus 1/16", measured at jambs at floor. B. Hollow-Metal Doors: Fit hollow-metal doors accurately in frames, within ' clearances specified below. Shim as necessary. 1. Non-Fire-Rated Steel Doors: a. Between Door and Frame Jambs and Head; 1/8" plus or minus1/32" b. Between Edges of Pairs of Doors:1/8"to 1/4" plus or minus 1/32" C. At Bottom of Door: 3/4" plus or minus 1/32" d. Between Door Face and Stop: 1/16" plus or minus 1/32" 2. Fire-Rated Doors: Install doors with clearances according to NFPA 80. 3. Smoke-Control Doors: Install doors and gaskets according to NFPA.105. C. Glazing: Comply with installation requirements in Section 088000 "Glazing" and 1 with hollow-metal manufacturer's written instructions. 1. Secure stops with countersunk flat- or oval-head machine screws spaced uniformly not more than 9"o.c. and not more than 2"o.c. from each corner. 3.2 ADJUSTING AND CLEANING A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including hollow-metal work that is warped, bowed, or otherwise unacceptable. B. Remove grout and other bonding material from hollow-metal work immediately after installation. 081113 - HOLLOW METAL DOORS AND FRAMES 081113- 6 of 7 Project No: 14308 Olympic Vet Clinic Port Angeles, WA C. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying, rust- inhibitive primer. D. Metallic-Coated Surface Touchup: Clean abraded areas and repair with galvanizing repair paint according to manufacturer's written instructions. E. Touchup Painting: Cleaning and touchup painting of abraded areas of paint are specified in painting Sections. END OF SECTION 081113 wl 081113 - HOLLOW METAL DOORS AND FRAMES 081113- 7 of 7 1� a Project No: 14308 Olympic Vet Clinic Port Angeles, WA PART 1 - Section 081416 Flush Wood DoorsGENERAL 1.1 WORK INCLUDED A. Furnish flush HPDL wood doors and door accessories specified herein, listed in the door schedule, or required by the drawings. B. Where door types, elevations, cut-outs or accessories are not definitely.or correctly specified and need to be modified to correct an ommision or conflict, such ommision or conflict should be directed to the Architect prior to the bid date for clarification by addendum. Otherwise furnish doors and accessories in the type established by this specification for the appropriate service.intended. 1.2 RELATED WORK A. Section 061000 - Finish Carpentry. B. Section 081113— Hollow Metal Doors and Frames. C. Section 087100—Door Hardware. ' D. Section 084213 -Aluminum Framed Enterance/Glazing (glass to be furnished and installed by this section 081416 for all wood doors) 1.3 REFERENCES A. WDMA I.S. 1-A. J B. AWI —Quality Standards Illustrated, Sections 1.300 and 1500 ,J C. U.L. — U.L. Standard 10C—Test for fire door assemblies. D. ITS (Warnock Hersey)— Certification Listings for Fire Doors. _.J E. Applicable State and Local Building Codes,including most recently adopted ' version of IBC. 1.4 SUBMITTALS ' A. Comply with provisions of Division One. B. Door Schedule: As soon as possible after award of contract, submit five copies 1 of the complete schedule of doors indicating quantity, type, dimensions, cutouts, hardware sets, laminate color and other pertinent data. '' 081416 - FLUSH WOOD DOORS 081416- 1 of 5 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 1. For each door leaf, reference the door number as established on the plan and in the door schedule. 2. Submit manufacturer's data sheets, completely describing door construction for each type of door. C. Samples: Door finish samples shall accompany submittals. Minimum size 3" x 5". A minimum of three samples of each finish shall be furnished. Each finish , sample should be individually identified and dated. 1.5 QUALITY ASSURANCE , A. Qualifications: , 1. Manufacturer: HPDL wood doors of only one manufacturer. Minimum five (5) years experience in the manufacture of doors. 2. Supplier: A company experienced in the door, frame and hardware industry for a minimum of two (2) years. B. Regulatory Requirements: ' 1. Furnish UL or Warnock Hersey labeled doors for all fire labeled and 20 minute openings, whether specifically called for in this specification or not. 2. Furnish doors that conform to all applicable state and local building ' codes, including IBC2000 and UL10C positive pressure testing requirements. Where specified doors do not conform with applicable codes, such omission or error should be directed to the Architect prior to ' the bid date for clarification by addendum, otherwise furnish doors as required by code. 1.6 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle in strict compliance with the manufacturers printed ' instructions and in accordance with Division One. B. A label shall be provided on the top of each door leaf that identifies the 1 manufacturer, the door number and the fire rating. C. Doors shall be delivered to the jobsite in the manufacturer's original unopened poly bags. ' D. Deliver the doors after the building is enclosed, dry, heated and adequately ventilated. E. Do not drag the doors on the ground, floor, or across one another. 081416 - FLUSH WOOD DOORS 081416- 2 of 5 ' Project No: 14308 Olympic Vet Clinic Port Angeles, WA F. Receive, inventory and store doors flat, off the floor, on a level surface in a secure and dry environment, protect against loss and damage. Do not store ' doors where they will be exposed to direct sunlight. G. Stockpile doors sufficiently in advance to ensure their availability as needed. Coordinate delivery , handling, and installation of doors to ensure orderly ' progress of total work and minimize or eliminate losses and damage. _1 1.7 WARRANTY A. Provide manufacturers written guarantee against warpage, delamination, and defects in materials and workmanship for the lifetime of the installation on ' interior doors. J B. Warranty shall provide for repair or replacement of the door as originally ' furnished. Manufacturer can elect to repair or replace defective doors. Manufacturer will assume reasonable costs for labor and materials involved with the repair or replacement of the doors including rehanging and ' reinstallation of hardware as required. ' PART 2 -PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS ' A. The following manufacturers are approved, provided that they comply with all the requirements of this section: 1. VT Industries 2. Marshfield Door Systems 3. Eggers Industries 2.2 CONSTRUCTION ' A. Doors are to meet criteria for the latest edition of ANSI/WDMA I.S. 1-A Premium Grade. B. Doors are to employ three-ply construction. Stiles and rails to be securely _..I bonded to the core, and the entire assembly to be sanded flat as a unit before application of laminate. ' C. Particleboard cores to be 28 to 32 pounds per cubic foot average density and comply with particleboard standard ANSI A208.1, Grade 1-LD-2. ' 081416 - FLUSH WOOD DOORS 081416- 3 of 5 'I I Project No: 14308 Olympic Vet Clinic Port Angeles, WA D. Internal blocking to be supplied for door closers to eliminate the need for , through bolts. Internal blocking to be supplied at other hardware locations to reduce the need for thru-bolted hardware as much as possible. , E. Vertical edges to match face laminate to be applied to stiles using type 1 water resistant glue before face laminate is applied. F. Face laminate to be assembled to the edged core using type 1 water resistant glue, hot press method. G. Top and bottom rails shall be constructed of structural composite lumber and , sealed at the factory to stabilize moisture content within the door. H. Doors shall be machined for mortised hardware items. Pilot holes (5/32") shall be drilled for hinge screws, and pilot holes shall be drilled for lock fronts. I. Doors shall be individually poly bagged at the factory prior to shipment to the , job site. J. Fire rated door construction shall meet requirements for IBC2000 to have been ' tested per UL10C positive pressure, Category "A". Any intumescent material required shall be built into the door. No frame applied intumescent material will be allowed. K. Provide metal astragals and channels only where fire rating will not allow metal-free edges. L. Provide close grain hardwood moldings for glass cut-outs on non-rated and 20 , minute rated doors, ANSI/WDMA I.S. 1-A type M2, recessed beveled. Compatible species wood stained to match simulated wood grain laminates, or factory painted to match solid color laminates. Provide metal vision frame on 45, 60, or 90 minute labeled doors, prime painted. If louvers are shown, provide metal louvers, prime painted. M. M.Provide specified glass "installed" as required for all doors specified in this section. 2.3 FACE LAMINATES A. High pressure decorative laminate used for edges and faces to meet , requirements of NEMA LD3, thickness to be .050" nominal. Backside of the laminate to be sanded before application to the core to provide proper adhesion. ' B. Laminate color/design to be standard offering of Wilsonart or Formica to be selected by Architect. ' 081416 - FLUSH WOOD DOORS 081416- 4 of 5 ' Project No: 14308 Olympic Vet Clinic Port Angeles, WA C. Laminate color/design to be: (Wilsonart, Formica, etc. Name Number PART 3 - EXECUTION 3.1 EXAMINATION A. Examine the frames into which the doors are to be installed to verify they are the correct type, size, location and swing for the doors provided. Verify they are installed plum and square. B. Examine the doors for any damage, manufacturing defects, and compatibility with hardware scheduled. Verify the laminate is the correct color and applied without defects. C. If there are any issues with the doors or the frames do not proceed with the installation, Contact appropriate supplier to correct unsatisfactory conditions and proceed with installation only after corrections have been made. 3.2 INSTALLATION ' A. Install doors in strict compliance with the manufacturer's printed instructions and recommendations. ' B. If the top or bottom rails are cut in the field for fitting, they must be re-sealed before hanging the door. C. Deliver to the owner one (1) complete set of installation and maintenance instructions as provided by the door manufacturer. 3.3 ADJUSTMENT, CLEANING, AND PROTECTION A. Adjust each door so that is swings and operates freely. W B. Clean all exposed surfaces following the recommendations of the ' manufacturer. jC. Protect each door during construction to leave clean and free of defects. Place the poly bag over the door to provide protection if needed. END OF SECTION 081416 ' 081416 - FLUSH WOOD DOORS 081416- 5 of 5 Project No: 14308 Olympic Vet Clinic Port Angeles, WA SECTION 087100 DOOR HARDWARE PART 1 - GENERAL 1.1 SUMMARY A. Section includes furnishing of door hardware, for doors specified on "Door Schedule" as well as "Hardware Sets" provided, in addition to the requirements by actual conditions. Including screws, bolts, expansion shields, electrified door hardware, and other devices for proper application of hardware. The installation of these products is identified as part of Carpentry Section. B. Related Sections ' 1. 061111 Finish Carpentry 2. 081113 Hollow Metal Doors and Frames 3. 081416 Wood Doors 4. 084213 Aluminum Framed Entrances/Glass 1.2 SUBMITTALS A. Shop Drawings: 1. Hardware schedule shall be organized in a vertical format. Include ' abbreviations and symbols page. Complete nomenclature of items required for each door opening as indicated. ' 2. Coordinate the final Door Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of hardware. ' B. Submit manufacturer's catalog sheet on design, grade and function of items listed in hardware schedule. Identify specific hardware item per sheet, provide index, and cover sheet. C. Coordination: Distribute door hardware templates to related divisions within fourteen days of receiving approved door hardware submittals. ' D. Closeout Submittals: Submit to Owner in a three ringed binder or CD if requested. 1. Warranties. ' 2. Maintenance and operating manual. L-J 3. Record documents. 4. Copy of approved hardware schedule. 'I 5. Copy of approved keying schedule with biting list. !L-1 6. Door hardware supplier name, phone number and fax number. 087100 - DOOR HARDWARE 087100- 1 of 11 1�. Project No: 14308 Olympic Vet Clinic Port Angeles, WA 1.3 QUALITY ASSURANCE A. Pre-installation Meeting: Comply with requirements in Division 1 Section , "Project Meetings." 1. Convene meeting seven days before installation. Participants required to , attend: a. General Contractor, Sub Contracting Carpenter and installer., , 2. Include in conference decisions regarding proper installation methods and procedures for receiving and handling hardware. View provided installation videos for complete understanding of installation , expectations. a. http://us.allegion.com/training/Pages/videos.aspx , 3. Review and finalize construction schedule and verify availability of materials, installer's personnel, equipment and facilities needed to make , progress acceptable and avoid delays. B. B. Installer Qualifications: Specialized in performing installation of this Section and shall have five years minimum documented experience. , 1.4 DELIVERY, STORAGE AND HANDLING , A. Furnish hardware with each unit marked and numbered in accordance with approved finish hardware schedule. Include door and item number for each type of hardware. ' B. Pack each item complete with necessary parts and fasteners in manufacturer's original packaging. ' 1.5 WARRANTY A. General Warranty: Owner may have under provisions of the Contract Documents and shall be an addition and run concurrent with other warranties made by Contractor under requirements of the Contract documents. , B. Special Warranty: Warranties specified in this article shall not deprive Owner of other rights. Contractor, hardware supplier, and hardware installer shall be ' responsible for servicing hardware and keying related problems. 1. Ten years for manual door closers. 2. Five years for mortise, auxiliary and bored locks. 3. Five years for exit devices. 087100 - DOOR HARDWARE 087100- 2 of 11 1 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 4. Two years for electromechanical door hardware. C. Products judged defective during warranty period shall be replaced or repaired in accordance with manufacturer's warranty at no cost to Owner. There is no warranty against defects due to improper installation, abuse and failure to exercise normal maintenance. D. Maintenance Tool and Instructions: Furnish a complete set of specialized tools and maintenance instructions for Owner's continued adjustment, maintenance, removal and replacement of door hardware. PART 2 - PRODUCTS J 2.1 HINGES (Ives, PBB, McKinney, Stanley, Bommer, Hager) acceptible manufacturers A. Hinges shall be of one manufacturer as listed for continuity of design and consideration of warranty. ' B. Butt Hinges: IVES PRODUCTS: 51361, 51361 HW, spring hinges, 11 21-11D 1. Hinge weight and size unless otherwise indicated in hardware sets: - a. Doors up to 36" wide and 1-3/4" thick provide thickness of .134" and 4-1/2" in height. b. Doors over 36" wide and 1-3/4" thick, provide thickness of .180" and 4-1/2"in height. C. Doors greater than 1-3/4" thick provide with a thickness of .180" and a minimum of 5" in height. d. Doors requiring spring hinges to be .134 thick and 4 '/2" in height. l e. Continuous hinges as scheduled. 2. Base material unless otherwise indicated in hardware sets: a. Exterior Doors/High Moisture Areas: Stainless Steel, Brass or Bronze material. b. interior Doors: Steel material. C. Stainless Steel ball bearing hinges shall have stainless steel ball ' bearings. i 3. Quantity of hinges per door unless otherwise stated in hardware sets: a. Doors up to 60"in height provide 2 hinges. b. Doors 60" up to 90" in height provide 3 hinges. c. Doors 90" up to 120" in height provide 4 hinges. ' d. Doors over 120" in height add 1 additional hinge per each additional 30" in height. ' 087100 - DOOR HARDWARE 087100- 3 of 11 U 'I Project No: 14308 Olympic Vet Clinic Port Angeles, WA �1 4. Hinge design and options unless otherwise indicated in hardware sets: , a. Hinges are to be of a square corner five-knuckle design, flat button tips and have ball bearings unless otherwise indicated in hardware sets. b. Out-swinging exterior and out-swinging access controlled doors shall have non-removable pins (NRP) to prevent removal of pin , while door is in closed position. C. Provide mortar boxes for frames that require any electrically modified hinges if not an integral part of frame. , d. When shims are necessary to correct frame or door irregularities, provide metal shims only. 2.2 FLUSH BOLTS AND COORDINATORS (IVES/GLYNN JOHNSON, Door Controls, Don-Jo, Hager) acceptible manufacturers A. Non labeled openings: Provide two flush bolts for inactive leaf of pair of doors per hardware schedule. Top bolt shall not be more than 78" centerline from floor. Provide dust proof strike for bottom bolt. ' B. Labeled openings: Provide automatic or constant latching flush bolts per hardware schedule for inactive leaf of pair of doors. Provide dust proof strike for bottom bolt. C. Coordinators: Provide for labeled pairs of doors with automatic flush bolts. Provide filler bar, full width of stop on frame. Provide mounting brackets for ' mounting of closers. D. Ives/Glynn Johnson: FB6, FB6W, FB51W, DP-1, DP-2, , 2.3 REMOVABLE MULLIONS (VON DUPRIN KR4954) alt. Falcon, Hager. A. Shall be of the same manufacturer as the exit device and operated by a keyed ' cylinder. 2.4 LOCKSETS/LATCHSETS (SCHLAGE) alt. Falcon, Hager. A. Locks and latches shall be of one manufacturer as listed for continuity of ' design and consideration of warranty. B. Standards: Products. ' 1. Grade 1 at all high use interior openings. Schlage ND series x Rho or Spa design 2. Grade 2 at all other openings. Schlage AL series x Sat or Nep design 087100— DOOR HARDWARE 087100- 4 of 11 l� Project No: 14308 Olympic Vet Clinic Port Angeles, WA 3. Grade 1 Mortise Lockset at all exterior openings. Schlage L series x 06 or 07 design 4. Keypad Lockset as scheduled, Schlage CO-100-CY oeno substitute C. Acceptable Manufactures: To be bid as alternates. a. Falcon T, W and MA Series b. Hager 3400/3500/3800 Series. 2.5 EXIT DEVICES GRADE (VON DUPRIN) alt. Falcon, Hager A. Shall be touch pad type, finish to match balance of door hardware. Exit Devices shall be of one manufacturer as listed for continuity of design and consideration of warranty. B. Material and Design: VON DUPRIN 99 series x06 or 17 lever design 1. Touch pad shall extend a minimum of one half-door width. Freewheeling lever design shall match design of locks levers. Exit device to mount flush with door. Fasteners: Wood screws, machine screws and thru-bolts. C. Lock and Latch Functions: Function numbers and descriptions of manufacturer's series and lever styles indicated in door hardware sets. D. Acceptable Manufactures:To be bid as alternates. 1. Falcon 24 series 2. Hager 4500 series . ' 2.6 CYLINDERS AND KEYING (SCHLAGE) alt. Falcon, Hager. i A. Cylinders shall be of one manufacturer as listed for continuity of design and �i consideration of warranty. Note: All hardware for Aluminum Openings is to be furnished by Aluminum Opening Supplier, with keyed Cylinders only being supplied by this section 08710. 1. Manufacturer's standard tumbler type, except at exterior openings that require an exit device, where Interchangeable Cores are required. 2. Shall be furnished with cams/tailpieces as required for locking device that t� is being furnished for project. J B. Keying: (see door schedule for requirements) 1. Copy of Owners approved keying schedule shall be submitted to Owner L' and Architect with documentation of which keying conference was held and Owners sign-off. 2. Provide a biting list to Owner of combinations as established, and expand J to twenty five percent for future use or as directed by Owner. 087100 - DOOR HARDWARE 087100- 5 of 11 1 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 3. Keys to be shipped to Owner's representative, individually tag per keying , conference. 4. Provide a surface mounted key cabinet with 50% + capacity, by Lund, Telke. , C. Acceptable Manufactures: To bid as alternates. 1. Falcon ' 2. Hager 2.7 PUSH/PULL PLATES AND BARS (Ives, Hiawatha, Don-Jo, Hager) acceptible , manufacturers A. Push and pull plates shall be of one manufacturer as listed for continuity of , design and consideration of warranty. .050 thick, stainless steel, square corner and beveled edges with countersunk screw holes. B. Push Plates: 4"x 16" C. Pull Plates: 4"x16" D. Push Pull Bar Sets: V diameter x.width of door x 10" CTC w/1" diameter E. Pulls:10" CTC w/1" diameter , 2.8 CLOSERS (LCN) alt. Falcon, Hager. , A. Shall be product of one manufacturer. Unless otherwise indicated on hardware schedule, comply with manufacturer's recommendation for size of closer, , depending on width of door, frequency of use, atmospheric pressure, ADAAG requirements, and fire rating. B. Standards: Manufacturer to be certified and or listed by the following: ' 1. LCN 1460 series w/scheduled arms and features at interior. 2. LCN 4000 series w/scheduled arms and features at exterior. C. Material and Design: 1. Provide cast iron non-handed bodies with full plastic covers. ' 2. Closers shall have separate staked adjustable valve screws for latch speed, sweep speed, and back check. 3. Provide Tri-Pack arms and brackets for regular arm, top jamb, and parallel arm mounting. D. " Mounting: 087100 - DOOR HARDWARE 087100- 6 of 11 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 1. Out swing doors shall have surface parallel arm mount closers except where noted on hardware schedule. 2. In swing doors shall have surface regular arm mount closers except where noted on hardware schedule. 3. Provide brackets and shoe supports for aluminum doors and frames to mount fifth screw. ' 4. Furnish drop plates where top rail conditions on door do not allow for mounting of closer and where backside of closer is exposed through glass. E. Size closers in compliance with requirements for accessibility (ADDAG). Comply with following maximum opening force requirements. 1. Interior hinged openings: 5.0 lbs. 2. Fire rated and exterior openings shall have minimum opening force allowable by authority having jurisdiction. u� F. Fasteners: Provide self-reaming and self-tapping wood and machine screws and sex nuts and bolts for each closer. G. Acceptable Manufactures: To be bid as alternates. ' 1. Falcon SC70 and SC80 series 2. Hager 5100 and 5400 series 2.9 PROTECTIVE TRIM (Ives, Hiawatha Don-Jo, Hager) acceptible manufacturers ' A. Size of protection plate: Single doors, size two inches less door width (LDW) on push side of door, and one inch less on pull side of door. For pairs of doors, J size one inch less door width (LDW) on push side of door, and '/ inch on pull side of door. 1. Kickplates 10" high or sized to door bottom rail height B. Material and Design: 1. 0.050" gage stainless steel 2. Corners shall be square. Polishing lines or dominant direction of surface pattern shall run across the door width of plate. J 3. Bevel top, bottom and sides uniformly leaving no sharp edges. Edges shall be de-burred. C. UL label stamp required on protection plates when top of plate is more than 16 inches above.bottom of door on fire rated openings. Verify door manufactures UL listing for maximum height and width of protection plate to be used. I iJ I 087100- 7 of 11 087100 - DOOR HARDWARE Project No: 14308 Olympic Vet Clinic �I Port Angeles, WA 2.10 STOPS AND HOLDERS (IVES/GLYNN JOHNSON, Door Controls, Don-Jo, Hager) acceptible manufacturers , A. Wall Stops: Ives/Glynn Johnson: 50W, 60W, FS13, FS17, FS444, 450, 100, Provide door stops wherever necessary to prevent door or hardware from striking an adjacent partition or obstruction. Provide wall stops when possible. , Door stops and holders mounted in concrete floor or masonry walls shall have stainless steel machine screws and lead expansion shields. B. Overhead Stops and Holders: Provide overhead stop and holders for doors that open against equipment, casework sidelights and other objects that would make wall stops/holders and floor stops/holders inappropriate. Provide sex bolt attachments for mineral core wood door application. C. Viewers: Ives/Glynn Johnson: U696 2.11 THRESHOLD, DOOR GASKETING AND WEATHERSTRIP (REESE, National Guard, Hager) A. Provide continuous gasket on exterior doors and provide smoke, light, or sound gasket B. Where indicated on hardware schedule. Provide non-corrosive fasteners for , exterior applications. 1. Perimeter Seal (DS78C) Apply to head and jamb, forming seal between , door and frame. 2. Meeting stile gasket(95C) Fasten to meeting stiles, forming seal when , doors are in closed position. 3. Door Sweeps (DB469C) Apply to bottom of door, forming seal with threshold or floor when door is in closed position. 4. Sound Gasket(F797B) Cutting or notching for stop mounted hardware ' not permitted. 5. Drip Cap (R201A) Apply to exterior face of frame header. Lip length to extend 4" beyond width of door. 6. Automatic Door Bottom (320C) 7. Thresholds (S425A) for exterior and acoustical openings in full bed of sealant with lead expansion shields and stainless steel machine screws ' complying with requirements specified in Division 7 Section "Joint Sealants". Notched in field to fit frame by hardware installer. Refer to Drawings for special details. 8. Thresholds (S225A) for interior openings that require Auto Door Bottom. 087100 - DOOR HARDWARE 087100- 8 of 11 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' 2.12 SILENCERS ' A. Where smoke, light, or weather seal are not required, provide three silencers per single door frame, two per double door frame. 2.13 FINISHES ' A. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if within range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within range of approved Samples. B. Comply with base material and finish requirements indicated by ANSI/BHMA A156.18 designations in hardware schedule. 1. Hinges interior: 26D 2. Hinges exterior: 32D 3. Flush Bolts: 26D 4. Coordinators: Primed/26D 5. Mullions: Primed 6. Locksets/Latchsets: 26D 7. Exit Devices: 26D/32D 8. , Cylinders: 26D 9. Closers: 689 Aluminum Paint 10. Protective Trim: 32D 11. Stops/Holders: 26D/32D 12. Threshold, Gasket, Weatherstrip: Aluminum PART 3- EXECUTION ' 3.1 EXAMINATION ' A. Examine doors and frames, with Installer present, for compliance with requirements for installation tolerances, labeled fire-rated door assembly construction, wall and floor construction, and other conditions affecting performance. B. Examine roughing-in for electrical power systems to verify actual locations of wiring connections before electrified door hardware installation. ' C. Proceed with installation only after unsatisfactory conditions have been corrected. 087100 - DOOR HARDWARE 087100- 9 of 11 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 3.2 INSTALLATION A. Install hardware per manufacturer's instructions and in compliance with: 1. NFPA 80. 2. NFPA 105. 3. ICC/ANSI A117.1. 4. ANSI/BHMA Al 56.115 Hardware Preparation in Steel Doors and Steel Frames 5. ANSI/BHMA Al 56.115W Hardware Preparation in Wood Doors with Wood or Steel Frames 6. DHI Publication— Installation Guide for Doors and Hardware 7. UL10C/UBC7-2 8. Local building code. 9. Approved shop drawings. 10. Approved finish hardware schedule. B. Do not install surface mounted items until finishes have been completed on substrates involved. Set unit level, plumb and true to line location. Adjust and reinforce attachment substrate as necessary for proper installation and operation. 3.3 FIELD QUALITY CONTROL A. Material supplier to schedule final walk through to inspect hardware installation ten business days before final acceptance of Owner. Material supplier shall provide a written report detailing discrepancies of each opening to General Contractor within seven calendar days of walk through. 3.4 ADJUSTMENT, CLEANING AND DEMONSTRATING A. Adjustment: Adjust and check each opening to ensure proper operation of each item of finish hardware. Replace items that cannot be adjusted to operate freely and smoothly or as intended for application at no cost to Owner. t B. Cleaning: Clean adjacent surfaces soiled by hardware installation. Clean finished hardware per manufacturer's instructions after final adjustments has been made. Replace items that cannot be cleaned to manufacturer's level of finish quality at no cost to Owner. C. Demonstration: Conduct a training class for building maintenance personnel demonstrating the adjustment, operation of mechanical and electrical hardware. Special tools for finished hardware to be turned over and explained usage at this meeting. ' 087100 - DOOR HARDWARE 087100- 100f 11 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 3.5 PROTECTION A. Leave manufacturer's protective film intact and provide proper protection for all .. other finish hardware items that do not have protective material from the manufacture until Owner accepts Project as complete. 3.6 HARDWARE SET SCHEDULE ' A. Guide: Door hardware items have been placed in sets which are intended to be a guide of design, grade, quality, function, operation, performance, exposure, and like characteristics of door hardware, and may not be complete. Provide ' door hardware required to make each set complete and operational. B. Hardware schedule does not reflect handing, backset, method of fastening and like characteristics of door hardware and door operation. C. Review door hardware sets with door types, frames, sizes and details on drawings. Verify suitability and adaptability of items specified in relation to ' details and surrounding conditions. 3.7 HARDWARE SCHEDULE A. *See door schedule for requirements END OF SECTION ' 087100 - DOOR HARDWARE 087100- 11 of 11 a Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' SECTION 092900- GYPSUM BOARD ' PART 1 -GENERAL ' 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY ' A. This Section includes the following: ' 1.- Interior gypsum board 2. High performance interior panel(DensArmor panels for epoxy finish backing) 3. Tile backing panels ' B. Related Sections include the following: 1. Division 06 Section"Rough Carpentry" for wood framing and furring that ' supports gypsum board. 2. Division 07 Section "Thermal Insulation" for insulation and vapor retarders installed in assemblies that incorporate gypsum board. ' 3. Division 09 painting Sections for primers applied to gypsum board surfaces. 1.3 SUBMITTALS ' A. Product Data: For each type of product indicated ' 1.4 STORAGE AND HANDLING A. Store materials inside under cover and keep them dry and protected against damage ' from weather,condensation,direct sunlight, construction traffic, and other causes. Stack panels flat to prevent sagging. ' 1.5 PROJECT CONDITIONS ' A. Environmental Limitations: Comply with ASTM C 840 requirements or gypsum board manufacturer's written recommendations, whichever are more stringent. B. Do not install interior products until installation areas are enclosed and conditioned. ' 092900 = GYPSUM BOARD 092900- 1 of 10 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA C. Do not install panels that are wet,those that are moisture damaged, and those that are , mold damaged. 1: Indications that panels are wet or moisture damaged include,but are not limited ' to, discoloration,sagging, or irregular shape. 2. Indications that panels are mold damaged include,but are not limited to,fuzzy or splotchy surface contamination and discoloration. ' PART2-PRODUCTS ' 2.1 PANELS, GENERAL A. Size: Provide in maximum lengths and widths available that will minimize joints in , each area and that correspond with support system indicated. 2.2 INTERIOR GYPSUM BOARD ' A. General: Complying with ASTM C 36/C 36M or ASTM C 1396/C 1396M, as ' applicable to type of gypsum board indicated and whichever is more stringent. 1. Available Manufacturers: Subject to compliance with requirements, ' manufacturers offering products that may be incorporated into the Work include, but are not limited to,the following: a. American Gypsum Co. , b. BPB America Inc. C. Lafarge North America Inc. d. National Gypsum Company , e. PABCO Gypsum f. Temple g. USG Corporation , B. Regular type: 1. Thickness: 5/8 inch 2. Long Edges: Tapered C. Type X: ' 1. Thickness: 5/8 inch 2. Long Edges: Tapered ' D. Ceiling Type: Manufactured to have more sag resistance than regular-type gypsum board. 1. Thickness: 1/2 inch ' 092900 - GYPSUM BOARD 092900- 2 of 10 1 a Project No: 14308 Olympic Vet Clinic Port Angeles, WA 2. Long Edges: Tapered E. Moisture- and Mold-Resistant Type: With moisture-and mold-resistant core and surfaces. 1. Core: 5/8 inch,Type X 2. Long Edges: Tapered 2.3 High performance interior panel(DensArmor panels for epoxy finish backing) A. Manufacturer: Georgia-Pacific Gypsum LLC: 1. Abuse Resistant Fiberglass-Mat Faced Gypsum Board: DensArmor Plus Abuse- Resistant Interior Panel. a. Thickness: 5/8 inch b. Width:4 feet C. Length: 8 feet- 12 feet d. Weight: 2.8 lb/sq. ft. e. Edges: Tapered f. Surfacing:Abuse resistant coated fiberglass mat on face,back, and long edges g. Flexural Strength,Parallel (ASTM C473,ASTM C1658):Not less than ' 1001bf. h. Flexural Strength,Perpendicular(ASTM C473,ASTM C1658):Not less than 1401bf. ' i. R-Value(ASTM C518): 0.67 J. Nail Pull Resistance(ASTM C473,ASTM C1658):Not less than 90 lbf. k. Humidified Deflection(ASTM C473,ASTM C1658):Not more than 1/8 ' inch 1. Hardness, Core,Edges,and Ends(ASTMC473,ASTM C1396,ASTM C 1658):Not less than 15 M. Water Absorption(ASTM C630,ASTM C1396,ASTM C1658): Less than ' 5 percent of weight n. Mold Resistance(ASTM D3273): 10, in a test as manufactured o. Microbial Resistance(ASTM D6329,EPA 12-week protocol): Will not ' support microbial growth p. Abuse Resistance(ASTM C1629): 1) Surface Abrasion: Level 3 ' 2) Surface Indentation: Level 1 3) Soft-Body Impact: Level 1 ' q. Acceptable Products: 1) DensArmor Plus Abuse-Resistant Interior Panel,Georgia-Pacific ' Gypsum ' 092900 - GYPSUM BOARD 092900- 3 of 10 Project No: 14308 Olympic Vet Clinic , Port Angeles, WA 2.4 TILE BACKING PANELS , 1. Cementitious Backer Units: ANSI Al 18.9Available Products: Subject to ' compliance with requirements,products that may be incorporated into the Work include,but are not limited to,the following: a. Custom Building Products; Wonderboard b. FinPan,Inc.; Util-A-Crete Concrete Backer Board C. USG Corporation;DUROCK Cement Board ' 2. Thickness: 5/8 inch 2.5 TRIM ACCESSORIES A. Interior Trim: ASTM C 1047 ' 1. Material: Galvanized or aluminum-coated steel sheet,rolled zinc,plastic,or paper-faced galvanized steel sheet. 2. Shapes: ' a. Cornerbead b. Bullnose bead C. LC-Bead: J-shaped; exposed long flange receives joint compound d. L-Bead: L-shaped; exposed long flange receives joint compound e. U-Bead: J-shaped; exposed short flange does not receive joint compound. f. Curved-Edge Cornerbead: With notched or flexible flanges ' 2.6 JOINT TREATMENT MATERIALS , A. General: Comply with ASTM C 475/C 475M. B. Joint Tape: ' 1. Interior Gypsum Wallboard: Paper 2. Exterior Gypsum Soffit Board: Paper 3. Glass-Mat Gypsum Sheathing Board: 10-by-10 glass mesh 4. Tile Backing Panels: As recommended by panel manufacturer C. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is , compatible with other compounds applied on previous or for successive coats. 1. Prefilling: At open joints and damaged surface areas,use setting-type taping , compound. 2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners,and trim flanges,use setting-type taping compound. ' 092900 - GYPSUM BOARD 092900- 4 of 10 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' a. Use setting-type compound for installing paper-faced metal trim accessories ' 3. Fill Coat: For second coat,use drying-type, all-purpose compound 4. Finish Coat: For third coat,use drying-type, all-purpose compound ' D. Joint Compound for Tile Backing Panels: 1. Water-Resistant Gypsum Backing Board: Use setting-type taping compound and ' setting-type, sandable topping compound. 2. Glass-Mat, Water-Resistant Backing Panel: As recommended by backing panel manufacturer 3. Cementitious Backer Units: As recommended by backer unit manufacturer 2.7 AUXILIARY MATERIALS ' A. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommendations. ' B. Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum panels to continuous substrate. ' C. Steel Drill Screws: ASTM C 1002,unless otherwise indicated. 1. For fastening cementitious backer units,use screws of type and size ' recommended by panel manufacturer. D. Sound Attenuation Blankets: ASTM C 665, Type I (blankets without membrane facing)produced by combining thermosetting resins with mineral fibers manufactured ' from glass, slag wool, or rock wool. 1. Fire-Resistance-Rated Assemblies: Comply with mineral-fiber requirements of ' assembly. E. Acoustical Sealant: As specified in Division 07 Section"Joint Sealants." 1. QuietSeal: a. Physical Characteristics: ' 1) Color: Yellow 2) Solid content: 91 wt% ' 3) Weight: 14.1 lbs/gallon. 4) Volume shrinkage: < 18% 5) Layer thickness: 1/16" ' 6) Drying time: Remains soft 7) Engageability: -10 F 8) Threshold: TLV 200 ppm ' 092900 - GYPSUM BOARD 092900- 5 of 10 1 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 9) Storage temp: 40- 100 F ' 10) Do not freeze 2. QuietPutty: a. Physical Characteristics: ' 1) Color:Blue/Green ' 2) Thickness: 1/8" 3) Weight: 6 oz/pad 4) Size: 7 x 7 in/pad , 5) Density: 1 oz/in3 6) Unit size: 10 pads/box 7) STC-rated:47-63 (ASTM E90) F. Thermal Insulation: As specified in Division 07 Section"Thermal Insulation." G. Vapor Retarder: As specified in Division 07 Section"Thermal Insulation." 2.8 TEXTURE FINISHES A. Primer: As recommended by textured finish manufacturer ' B. Aggregate Finish: Water-based,job-mixed, aggregated,drying-type texture finish for ' spray application. 1. Available Products: Subject to compliance with requirements,products that may ' be incorporated into the Work include,but are not limited to,the following: a. G-P Gypsum; Georgia-Pacific Ceiling Textures/Vermiculite b. USG Corporation; SHEETROCK Wall and Ceiling Spray Texture ' (Aggregated) 2. Texture: Smooth ' PART 3 -EXECUTION 3.1 EXAMINATION A. Examine areas and substrates,with Installer present, and including welded hollow- ' metal frames and framing, for compliance with requirements and other conditions affecting performance. ' B. Examine panels before installation. Reject panels that are wet,moisture damaged,and mold damaged. C. Proceed with installation only after unsatisfactory conditions have been corrected. 092900 - GYPSUM BOARD 092900- 6 of 10 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 3.2 APPLYING AND FINISHING PANELS, GENERAL ' A. Comply with ASTM C 840 B. Install ceiling panels across framing to minimize the number of abutting end joints and ' to avoid abutting end joints in central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. C. Install panels with face side out. Butt panels together for a light contact at edges and ' ends with not more than 1/16 inch of open space between panels. Do not force into place. ' D. Locate edge and end joints over supports, except in ceiling applications where intermediate supports or gypsum board back-blocking is provided behind end joints. Do not place tapered edges against cut edges or ends. Stagger vertical joints on ' opposite sides of partitions. Do not make joints other than control joints at corners of framed openings. t E. Form control and expansion joints with space between edges of adjoining gypsum panels. F. Cover both faces of support framing with gypsum panels in concealed spaces(above ' ceilings, etc.), except in chases braced internally. 1. Unless concealed application is indicated or required for sound,fire,air,or ' smoke ratings, coverage may be accomplished with scraps of not less than 8 sq. ft. in area. 2. Fit gypsum panels around ducts,pipes,and conduits. 3. Where partitions intersect structural members projecting below underside of floor/roof slabs and decks,cut gypsum panels to fit profile formed by structural members; allow 1/4-to 3/8-inch-wide joints to install sealant. G. Wood Framing: Install gypsum panels over wood framing, with floating internal corner construction. Do not attach gypsum panels across the flat grain of wide- dimension lumber, including floor joists and headers. Float gypsum panels over these members,or provide control joints to counteract wood shrinkage. H. STC-Rated Assemblies: Seal construction at perimeters, behind control joints, and at ' openings and penetrations with a continuous bead of acoustical sealant. Install acoustical sealant at both faces of partitions at perimeters and through penetrations. Comply with ASTM C 919 and with manufacturer's written recommendations for locating edge trim and closing off sound-flanking paths around or through assemblies, ' including sealing partitions above acoustical ceilings. I. Install sound attenuation blankets before installing gypsum panels,unless blankets are ' readily installed after panels have been installed on one side. 092900 - GYPSUM BOARD 092900- 7 of 10 1 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 3.3 APPLYING INTERIOR GYPSUM BOARD A. Install interior gypsum board in the following locations: ' 1. Regular Type: Vertical surfaces,unless otherwise indicated. 2. Type X: Where required for fire-resistance-rated assembly. ' 3. Flexible Type: Apply in double layer at curved assemblies. 4. Ceiling Type: Ceiling surfaces. 5. Moisture-and Mold-Resistant Type:Apply to vertical surfaces adjacent to wet ' areas but not otherwise subject to direct wetting or to receive tile. B. Single-Layer Application: 1. On ceilings,apply gypsum panels before wall/partition board application to greatest extent possible and at right angles to framing,unless otherwise indicated. 2. On partitions/walls, apply gypsum panels vertically(parallel to framing),unless , otherwise indicated or required by fire-resistance-rated assembly, and minimize end joints. a. Stagger abutting end joints not less than one framing member in alternate ' courses of panels. b. At stairwells and other high walls, install panels horizontally,unless otherwise indicated or required by fire-resistance-rated assembly. ' 3. On Z-furring members, apply gypsum panels vertically(parallel to framing)with no end joints. Locate edge joints over furring members. ' 4. Fastening Methods: Apply gypsum panels to supports with steel drill screws. 3.4 APPLYING TILE BACKING PANELS , A. Cementitious Backer Units: ANSI A108.11,at locations indicated to receive tile. B. Where tile backing panels abut other types of panels in same plane,shim surfaces to produce a uniform plane across panel surfaces. 3.5 INSTALLING TRIM ACCESSORIES O A. General: For trim with back flanges intended for fasteners, attach to framing with same ' fasteners used for panels. Otherwise,attach trim according to manufacturer's written instructions. B. Interior Trim: Install in the following locations: 1 1. Cornerbead: Use at outside corners 2. LC-Bead: Use at exposed panel edges ' 3. Curved-Edge Comerbead: Use at curved openings 092900 - GYPSUM BOARD 092900- 8 of 10 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 3.6 FINISHING GYPSUM BOARD A. General: Treat gypsum board joints, interior angles,edge trim, control joints, penetrations,fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from ' adjacent surfaces. B. Prefill open joints and damaged surface areas. C. Apply joint tape over gypsum board joints,except those with trim having flanges not intended for tape. D. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM C 840: 1. Level 1: Ceiling plenum areas,concealed areas,and where indicated 2. Level 2: Panels that are substrate for tile and Panels that are substrate for acoustical tile ' 3. Level 3: Panels that are receiving wallcoverings 4. Level 4: At panel surfaces that will be exposed to view,unless otherwise indicated a. Primer and its application to surfaces are specified in other Division 09 Sections. 5. Level 5: At panel surfaces that will be exposed to view and will receive gloss or semi-gloss enamels and other surfaces subject to severe lighting. a. Primer and its application to surfaces are specified in other Division 09 Sections. E. Cementitious Backer Units: Finish according to manufacturer's written instructions. 3.7 APPLYING TEXTURE FINISHES A. Surface Preparation and Primer: Prepare and apply primer to gypsum panels and other surfaces receiving texture finishes. Apply primer to surfaces that are clean, dry, and smooth. ' B. Texture Finish Application: Mix and apply finish using powered spray equipment,to produce a uniform texture free of starved spots or other evidence of thin application or ' of application patterns. 092900 - GYPSUM BOARD 092900- 9 of 10 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA C. Prevent texture finishes from coming into contact with surfaces not indicated to receive ' texture finish by covering them with masking agents,polyethylene film, or other means. If,despite these precautions,texture finishes contact these surfaces, immediately remove droppings and overspray to prevent damage according to texture- finish manufacturer's written recommendations. 3.8 PROTECTION ' A. Protect installed products from damage from weather, condensation,direct sunlight, ' construction,and other causes during remainder of the construction period. B. Remove and replace panels that are wet, moisture damaged, and mold damaged. 1. Indications that panels are wet or moisture damaged include,but are not limited to, discoloration,sagging, or irregular shape. 2. Indications that panels are mold damaged include, but are not limited to,fuzzy or splotchy surface contamination and discoloration. END OF SECTION 092900 ' 092900 - GYPSUM BOARD 092900- 10 of 10 Project No: 14308 Olympic Vet Clinic Port Angeles, WA SECTION 093013 - CERAMIC TILING ' PART 1 - GENERAL ' 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the contract including; General and Supplementary Conditions and Division 01 Specification Section 1 1.2 SUMMARY ' A. Section includes: 1. Ceramic tile 2. Metal edge strips B. Related Sections: ' 1. Division 07 Section "Joint Sealants"for sealing of expansion, contraction control, and isolation joints in tile surfaces ' 2. Division 09 Section "Portland Cement Plastering"for Portland cement scratch coat over metal lath on wall surfaces 1.3 DEFINITIONS A. General: Definitions in the ANSI A108 series of tile installation standards and in ' ANSI A137.1 apply to work of this section unless otherwise specified. B. ANSI A108 Series: ANSI A108.01, ANSI A108.02, ANSI /A108.1A, ANSI A108.1 B, ANSI A108.21 C, ANSI A108.4, ANSI A108.5, ANSI A108.6, ANSI A108.8, ANSI A108.9, ANSI Al 08.10, ANSI Al 08.11, ANSI Al 08.12, ANSI Al 08.13, ANSI Al 08.14, ANSI Al 08.14, ANSI Al 08.15, ANSI Al 08.16, ANSI 108.17 which are contained in "American National Standard Specifications for Installation of Ceramic Tile". C. Module Size: Actual the size plus joint width indicated D. Face Size: Actual size excluding spacer lugs 1.4 SUBMITTALS A. Product Data: For each type of product indicated ' B. Samples for Verification: 093013 - CERAMIC TILING 093013- 1 of 10 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 1. Full-size units of each type and composition of tile for each color and finish required. 2. Full-size units of eachtype of trim and accessory for each color and finish required ' 3. Metal edge strips in 6-inch lengths 1.5 QUALITY ASSURANCE , A. Source Limitations for Tile: Obtain tile from one source or producer , 1. Obtain file of each type and color or finish from same production run and of consistent quality in appearance and physical properties for each contiguous area , B. Source limitations for setting and grouting materials: Obtain ingredients of a uniform quality for each mortar, adhesive, and grout component from one manufacturer and each aggregate from one source or producer. 1.6 DELIVERY, STORAGE, AND HANDLING ' A. Deliver and store packaged materials in original containers with seals unbroken and labels intact until time of use ' B. Store tile and cementitious materials on elevated platforms under cover, and in a dry location C. Store aggregates where grading and other required characteristics can be maintained and contamination can be avoided D. Store liquid materials in unopened container and protected from freezing E. Handle tile that has temporary protective coating on exposed surfaces to 1 prevent coated surfaces from contacting back or edges of other units. If coating does contact bonding surfaces of tile, remove coating from bonding surfaces before setting tile. 1.7 PROJECT CONDITIONS A. Environmental Limitations: Do not install tile until construction in spaces is , complete and ambient temperature and humidity conditions are maintained at the levels indicated in referenced standards and manufacturer's written instructions. 093013 - CERAMIC TILING 093013- 2 of 10 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 1.8 EXTRA MATERIALS ' A. Furnish extra materials that match and are from same production runs as products installed and that are packaged with protective covering for storage and identified with labels describing contents. ' 1. Tile and Trim Units: Furnish quantity of full-size units equal to 3 percent of amount installed for each type, composition, color, pattern, and size indicated. ' 2. Grout: Furnish quantity of grout equal to 3 percent of amount installed for each type, composition, and color indicated. PART 2- PRODUCTS 2.1 ANSI Ceramic Tile Standard: Provide the that complies with ANSI A137.1 for types, compositions, and other characteristics indicated. ' 1. Provide tile complying with Standard grade requirements unless otherwise indicated. A. ANSI Standards for Tile Installation Materials: Provide materials complying with ANSI Al 08.02, ANSI standards referenced in other Part 2 articles, ANSI standards referenced by TCA installation methods specified in tile installation schedules, and other requirements specified. B. Factory Blending: For tile exhibiting color variations within ranges, blend tile in factory and package so tile units taken from one package show same range in ' colors as those taken from other packages and match approved Samples. C. Mounting: For factory-mounted tile, provide back- or edge-mounted the assemblies as standard with manufacturer unless otherwise indicated. 1. Where tile is indicated for installation in wet areas, do not use back- or edge-mounted the assemblies unless tile manufacturer specifies in writing that this type of mounting is suitable for installation indicated and has a record of successful in-service performance. 1 D. Factory-Applied Temporary Protective Coating: Where indicated under tile type, protect exposed surfaces of tile against adherence of mortar and grout by precoating with continuous film of petroleum paraffin wax, applied hot. Do not ' coat unexposed tile surfaces. 2.2 TILE PRODUCTS A. Tile Type: Porcelain tile. 093013 - CERAMIC TILING 093013- 3 of 10 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 1. Basis-of-Design Product: Subject to compliance with requirements, t provide product indicated on Drawings or comparable product by one of the following: a. American Olean; Division.of Dal-Tile International Inc. ' b. Atlas Minerals &Chemicals, Inc. C. Daltile; Division of Dal-Tile International Inc. ' d. Deutsche Steinzeug America, Inc. e. Endicott Tile Ltd.; Endicott Clay Products Co. f. Florida Brick& Clay Company Inc. ' g. Florida Tile Industries, Inc. h. Interceramic i. Metropolitan Ceramics j. Portobello America, Inc. ' k. Quarry Tile Co. I. Seneca Tiles, Inc. m. Summitville Tiles, Inc. n. United States Ceramic Tile Company 2. Face Size: as indicated in the drawings ' 3. Thickness: 5/16 inch 4. Finish: as indicated in the drawings 5. Tile Color and Pattern: As indicated on drawings 6. Grout Color: As selected by Architect from manufacturer's full range. ' 7. Trim Units: Coordinated with sizes and coursing of adjoining flat the where applicable and matching characteristics of adjoining flat tile. Provide shapes as follows, selected from manufacturer's standard ' shapes: a. Base: Coved with surface bullnose top edge, face size 6 by 6 ' inches b. Wainscot Cap: Surface bullnose, face size 6 by 6 inches C. Wainscot Cap for Flush Conditions: Regular flat tile for conditions where tile wainscot is shown flush with wall surface above it, same ' size as adjoining flat the B. Accessories: Provide vitreous china accessories of type and size indicated, suitable for installing by same method as adjoining wall tile. 1. One soap holder for each shower and tub indicated ' 2. Color and Finish: Match adjoining wall tile 2.3 THRESHOLDS A. General: Fabricate to sizes and profiles indicated or required to provide transition between adjacent floor finishes. 093013 - CERAMIC TILING 093013- 4 of 10 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' 1. Bevel edges at 1:2 slope, with lower edge of bevel aligned with or up to 1/16 inch above adjacent floor surface. Finish bevel to match top surface of threshold. Limit height of threshold to 1/2 inch or less above adjacent ' floor surface. 1 2.4 SETTING MATERIALS A. Latex-Portland Cement Mortar (Thin Set): ANSI A118.4 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: ' a. Boiardi Products; a QEP company b. Bonsal American; an Oldcastle company ' c. Bostik, Inc. d. C-Cure e. Custom Building Products f. Jamo Inc. g. Laticrete International, Inc. h. MAPEI Corporation i. Mer-Kote Products, Inc. ' j. Southern Grouts & Mortars, Inc. k. Summitville Tiles, Inc. I. TEC; a subsidiary of H. B. Fuller Company ' 2. For wall applications, provide mortar that complies with requirements for nonsagging mortar in addition to the other requirements in ANSI A118.4. 2.5 GROUT MATERIALS ' A. Standard Cement Grout: ANSI A118.6. 1. Manufacturers: Subject to compliance with requirements, available ' manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Boiardi Products; a QEP company ' b. Bonsal American; an Oldcastle company C. Bostik, Inc. d. C-Cure ' e. Custom Building Products f. Jamo Inc. g. Laticrete International, Inc. ' h. MAPEI Corporation i. Southern Grouts & Mortars, Inc. 093013 - CERAMIC TILING 093013- 5 of 10 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA j. Summitville Tiles, Inc. ' k. TEC; a subsidiary of H. B. Fuller Company B. Epoxy Grout: ANSI A118.3. 1. Manufacturers: Subject to compliance with requirements, available ' manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: , a. Atlas Minerals & Chemicals, Inc. b. Boiardi Products; a QEP company ' C. Bonsal American; an Oldcastle company d. Bostik, Inc. e. C-Cure f. Custom Building Products , g. Jamo Inc. h. Laticrete International, Inc. i. MAPEI Corporation ' j. Mer-Kote Products, Inc. k. Southern Grouts & Mortars, Inc. I. Summitville Tiles, Inc. m. TEC; a subsidiary of H. B. Fuller Company ' 2. Multi-component, factory prepared, 100 percent epoxy resin and hardener with sand or mineral filler material. ' 3. Provide product capable of withstanding continuous and intermittent exposure to temperatures of up to 140 deg F and 212 deg F, respectively, and certified by manufacturer for intended use ' 2.6 MISCILLANEOUS MATERIALS A. Trowelable Underlayments and Patching Compounds: Latex-modified, portland cement-based formulation provided or approved by manufacturer of tile-setting materials for installations indicated. ' B. Metal Edge Strips: Angle or L-shape, height to match tile and setting-bed thickness, metallic or combination of metal and PVC or neoprene base, designed specifically for flooring applications; Extruded Aluminum exposed- edge material. C. Temporary Protective Coating: Product indicated below that is formulated to protect exposed surfaces of tile against adherence of mortar and grout; compatible with tile, mortar, and grout products; and easily removable after grouting is completed without damaging grout or tile. 1. Grout release in form of manufacturer's standard proprietary liquid coating that is specially formulated and recommended for use as temporary ' protective coating for tile. 093013 - CERAMIC TILING 093013- 6 of 10 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' D. Tile Cleaner: A neutral cleaner capable of removing soil and residue without harming tile and grout surfaces, specifically approved for materials and installations indicated by tile and grout manufacturers. ' E. Grout Sealer: Manufacturer's standard product for sealing grout joints and that does not change color or appearance of grout and is compatible with the grout ' material. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Bonsai American; an Oldcastle company; Grout Sealer. ' b. Bostik, Inc.; CeramaSeal Grout&Tile Sealer C. C-Cure; Penetrating Sealer 978 d. Custom Building Products; Surfaceguard Sealer e. Jamo Inc.; Matte Finish Penetrating Sealer f. MAPEI Corporation; KER 003, Silicone Spray Sealer for Cementitious Tile Grout or 004, Keraseal Penetrating Sealer for Unglazed Grout and Tile g. Southern Grouts & Mortars, Inc.; Silicone Grout Sealer. h. Summitville Tiles, Inc.; SL-15, Invisible Seal Penetrating Grout and Tile Sealer i. TEC; a subsidiary of H. B. Fuller Company; TA-256 Penetrating Silicone Grout Sealer PART 3- EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions where the will be installed, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. ' 1. Verify that substrates for setting tile are firm; dry; clean; free of coatings that are incompatible with tile-setting materials, including curing compounds and other substances that contain soap, wax, oil, or silicone; and comply with flatness tolerances required by ANSI A108.01 for installations indicated. 2. Verify that joints and cracks in tile substrates are coordinated with tile joint locations; if not coordinated, adjust joint locations in consultation with Architect. B. Proceed with installation only after unsatisfactory conditions have been 1 corrected. ' 093013 - CERAMIC TILING 093013- 7 of 10 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 3.2 PREPARATION A. Fill cracks, holes, and depressions in concrete substrates for the floors installed with thin-set mortar with trowelable leveling and patching compound specifically recommended by tile-setting material manufacturer. , B. Where indicated, prepare substrates to receive waterproofing by applying a ' reinforced mortar bed that complies with ANSI A108.1A and is sloped 1/4 inch per foot toward drains. , C. Blending: For tile exhibiting color variations, verify that tile has been factory blended and packaged so tile units taken from one package show same range of colors as those taken from other packages and match approved Samples. If , not factory blended, either return to manufacturer or blend tiles at Project site before installing. 3.3 CERAMIC TILE INSTALLATION A. Comply with TCA's "Handbook for Ceramic Tile Installation"for TCA installation , methods specified.in tile installation schedules. Comply with parts of the ANSI A108 Series "Specifications for Installation of Ceramic Tile"that are referenced in TCA installation methods, specified in tile installation schedules, and apply to. , types of setting and grouting materials used: B. Extend tile work into recesses and under or behind equipment and fixtures to , form complete covering without interruptions unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments. C. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight aligned joints. Fit tile closely to electrical ' outlets, piping, fixtures, and other penetrations so plates, collars, or covers overlap tile. D. Jointing Pattern: Lay tile in grid pattern unless otherwise indicated. Lay out tile a work and center tile fields in both directions in each space or on each wall area. Lay out tile work to minimize the use of pieces that are less than half of a tile. Provide uniform joint widths unless otherwise indicated. 1. Where adjoining tiles on floor, base, walls, or trim are specified or indicated to be same size, align joints. ' 2. Where tiles are specified or indicated to be whole integer multiples of adjoining tiles on floor,base, walls, or trim, align joints unless otherwise indicated. 093013 - CERAMIC TILING 093013- 8 of 10 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' E. Joint Widths: Unless otherwise indicated, install the with the following joint widths: 1. Porcelain Floor Tile: 1/4 inch. 2. Glazed Wall Tile: 1/16 inch. ' F. Lay out tile wainscots to dimensions indicated or to next full tile beyond dimensions indicated. G. Metal Edge Strips: Install where exposed edge of tile flooring meets carpet, wood, or other flooring that finishes flush with or below top of the and no threshold is indicated. ' H. Grout Sealer: Apply grout sealer to cementitious grout joints in the floors according to grout-sealer manufacturer's written instructions. As soon as grout sealer has penetrated grout joints, remove excess sealer and sealer from the ' faces by wiping with soft cloth. ' 3.4 CLEANING AND PROTECTING A. Cleaning: On completion of placement and grouting, clean all ceramic tele surfaces so they are free of foreign matter. ' 1. Remove epoxy and latex-portland cement grout residue from tile as soon as possible. ' 2. Clean grout smears and haze from tile according to the and grout manufacturer's written instructions but no sooner than 10 days after installation. Use only cleaners recommended by tile and grout manufacturers and only after determining that cleaners are safe to use by ' testing on samples of tile and other surfaces to be cleaned. Protect metal surfaces and plumbing fixtures from effects of cleaning. Flush surfaces with clean water before and after cleaning. ' 3. Remove temporary protective coating by method recommended by coating manufacturer and that is acceptable to tile and grout manufacturer. Trap and remove coating to prevent drain clogging. tB. Protect installed tile work with kraft paper or other heavy covering during a construction period to prevent staining, damage, and wear. If recommended by the manufacturer, apply coat of neutral protective cleaner to completed the walls and floors. C. Prohibit foot and wheel traffic from tiled floors for at least seven days after grouting is completed. D. Before final inspection, remove protective coverings and rinse neutral ' protective cleaner from tile surfaces ' 093013- 9 of 10 093013 - CERAMIC TILING Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 3.5 INTERIOR TILE INSTALLATION SCHEDULE A. Interior Floor Installations, Porcelain tile on Concrete Subfioor (including base ' cove at walls): 1. Tile Installation F115: Thin-set mortar; epoxy grout; TCA F115. ' a. Tile Type: Porcelain tile b. Thin-Set Mortar: Latex- portland cement mortar ' C. Grout: Water-cleanable epoxy grout B. Interior Wall Installations, Wood Studs (at restrooms and other non-animal traffic areas): ' 1. Tile Installation W244: Thin-set mortar on cementitious backer units or fiber cement underlayment; TCA W244 , a. Tile Type: glazed wall tile b. Thin-Set Mortar: Latex- portland cement mortar C. Grout: Standard unsanded cement grout. , C. Interior Wall Installations, Wood Studs (at exam rooms and other animal traffic areas): , 1. Tile Installation W244: Thin-set mortar on cementitious backer units or fiber cement underlayment; TCA W244. ' a. Tile Type: glazed wall tele b. Thin-Set Mortar: Latex- portland cement mortar C. Grout: Water-cleanable epoxy grout D. Bathtub/Shower Wall Installations, Wood Studs or Furring: 1. Tile Installation B412: Thin-set mortar on cementitious backer units or fiber cement underlayment; TCA B412. a. Tile Type: glazed wall tile b. Thin-Set Mortar: Latex- portland cement mortar E. Grout: Standard unsanded cement grout END OF SECTION 093013 ' 093013 - CERAMIC TILING 093013- 10 of 10 ' Q Project No: 14308 Olympic Vet Clinic Port Angeles, WA SECTION 095113 -ACOUSTICAL PANEL CEILINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and ' Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes acoustical panels and exposed suspension systems for ceilings. 1.3 DEFINITIONS A. CAC: Ceiling Attenuation Class B. LR: Light Reflectance coefficient ' C. NRC: Noise Reduction Coefficient ' 1.4 SUBMITTALS ' A. Product Data: For each type of product indicated B. Samples for Verification: For each component indicated and for each exposed ' finish required, prepared on Samples of size indicated below. 1. Acoustical Panel: Set of 6-inch- square Samples of each type, color, pattern, and texture. ' 2. Exposed Suspension System Members, Moldings, and Trim: Set of 12- inch- long Samples of each type, finish, and color. ' 1.5 QUALITY ASSURANCE A. Source Limitations: Obtain each type of acoustical ceiling panel and supporting suspension system through one source from a single manufacturer. B. Seismic Standard: Provide acoustical panel ceilings designed and installed to ' withstand the effects of earthquake motions according to the following: ' 095113 -ACOUSTICAL PANEL CEILINGS 095113- 1 of 10 1 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 1. ASCE 7, "Minimum Design Loads for Buildings and Other Structures": ' Section 9, "Earthquake Loads" 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver acoustical panels, suspension system components, and accessories to ' Project site in original, unopened packages and store them in a fully enclosed, conditioned space where they will be protected against damage from moisture, humidity, temperature extremes, direct sunlight, surface contamination, and ' other causes. B. Before installing acoustical panels, permit them to reach room temperature and a stabilized moisture content.- C. ontent.C. Handle acoustical panels carefully to avoid chipping edges or damaging units in any way. ' 1.7 PROJECT CONDITIONS A. Environmental Limitations: Do not install acoustical panel ceilings until spaces are enclosed and weatherproof, wet work in spaces is complete and dry, work above ceilings is complete, and ambient temperature and humidity conditions ' are maintained at the levels indicated for Project when occupied for its intended use. 1.8 COORDINATION ' A. Coordinate layout and installation of acoustical panels and suspension system , with other construction that penetrates ceilings or is supported by them, including light fixtures, HVAC equipment, fire-suppression system, and partition assemblies. ' 1.9 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. ' 1. Acoustical Ceiling Panels: Full-size panels equal to 2.0 percent of quantity installed ' 2. Suspension System Components: Quantity of each exposed component equal to 2.0 percent of quantity installed 3. Hold-Down Clips: Equal to 2.0 percent of quantity installed 095113 - ACOUSTICAL PANEL CEILINGS 095113- 2 of 10 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' PART 2 -PRODUCTS 2.1 ACOUSTICAL PANELS, GENERAL A. Acoustical Panel Standard: Provide manufacturer's standard panels of configuration indicated that comply with ASTM E 1264 classifications as designated by types, patterns, acoustical ratings, and light reflectances, unless otherwise indicated. B. Acoustical Panel Colors and Patterns: Match appearance characteristics indicated for each product type. 2.2 Cl: ACOUSTICAL PANELS FOR ACOUSTICAL PANEL CEILING: (for use ' with Metal Suspension System for Acoustical Panel Ceiling Grid-1). A. Basis-of-Design Product: Subject to compliance with requirements, provide the product indicated on Drawings (Armstrong, "Dune" Second Look II, #2712) or a ' comparable product by one of the following: 1. Armstrong World Industries, Inc. 2. BPB USA 3. Chicago Metallic Corporation 4. Ecophon CertainTeed, Inc. 5. Tectum Inc. 6. USG Interiors, Inc. B. Color: White C. LR: Not less than 0.83 D. NRC: Not less than 0.50 E. CAC: Not less than 35 F. Edge/Joint Detail: Angled Tegular G. Thickness: 3/4 inch ' H. Modular Size: 24 by 48 inches ' I. Antimicrobial Treatment: Fungicide based J. Material: Mineral Fiber, Wet-formed K. Texture: Fine 095113 - ACOUSTICAL PANEL CEILINGS 095113- 3 of 10 Project No: 14308 Olympic Vet Clinic Port Angeles, WA L. Pattern: Squares t 2.3 C2: ACOUSTICAL PANELS FOR ACOUSTICAL PANEL CEILING: (for use with Metal Suspension System for Acoustical Panel Ceiling Grid-1) A. Basis-of-Design Product: Subject to compliance with requirements, provide the product indicated on Drawings (Armstrong, "Clean Room VL#870) or a comparable product by one of the following: 1. Armstrong World Industries, Inc. 2. BPB USA. 3. Chicago Metallic Corporation. 4. Ecophon CertainTeed, Inc. , 5. Tectum Inc. 6. USG Interiors, Inc. B. Color: White. ' C. LR: Not less than 0.80 D. CAC: Not less than 40 E. Edge/Joint Detail: Square lay-in ' F. Thickness: 5/8 inch G. Modular Size: 24 by 48 inches H. Antimicrobial Treatment: Fungicide based I. Surface finish: Vinyl faced membrane , J. Maintainability: ' 1. Washable 2. Scrubbable 3. Soil resistant K. Material: Mineral Fiber, Wet formed L. Texture: Smooth ' 095113 -ACOUSTICAL PANEL CEILINGS 095113- 4 of 10 , Project No: 14308 Olympic Vet Clinic Port Angeles, WA t2.4 C3: ACOUSTICAL PANELS FOR ACOUSTICAL PANEL CEILING: (for use with Metal Suspension System for Acoustical Panel Ceiling Grid-1) ' A. Basis-of-Design Product: Subject to compliance with requirements, provide the product indicated on Drawings (Optima Open Plan #3252) or a comparable ' product by one of the following: 1. Armstrong World Industries, Inc. 2. BPB USA 3. Chicago Metallic Corporation 4. Ecophon CertainTeed, Inc. 5. Tectum Inc. 6. USG Interiors, Inc. B. Color: White ' C. NRC: not less than 0.95 D. AC: not less than 190 E. LR: Not less than 0.90 F. Edge/Joint Detail: Square Tegular. G. Thickness: 1 inch H. Modular Size: 24 by 48 inches I. Antimicrobial Treatment: inherent J. Durability: ' 1. Scratch resistant 2. Impact resistant ' K. Maintainability: 1. Washable 2. Soil resistant ' L. Material: Fiberglass M. Texture: Fine ' 095113 -ACOUSTICAL PANEL CEILINGS 095113- 5 of 10 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 2.5 METAL SUSPENSION SYSTEMS, GENERAL ' A. Metal Suspension System Standard: Provide manufacturer's standard direct- ' hung metal suspension systems of types, structural classifications, and finishes indicated that comply with applicable requirements in ASTM C 635. B. Finishes and Colors, General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products"for recommendations for applying and designating finishes. Provide manufacturer's standard factory-applied finish for ' type of system indicated. C. Attachment Devices: Size for five times the design load indicated in ASTM C 635, Table 1, "Direct Hung," unless otherwise indicated. Comply with seismic design requirements. D. Wire Hangers, Braces, and Ties: Provide wires complying with the following , requirements: 1. Zinc-Coated, Carbon-Steel Wire: ASTM A 641/A 641 M, Class 1 zinc coating, soft temper 2. Size: Select wire diameter so its stress at 3 times hanger design load (ASTM C 635, Table 1, "Direct Hung")will be less than yield stress of wire, but provide not less than 0.106-inch-diameter wire E. Hanger Rods: Mild steel, zinc coated or protected with rust-inhibitive paint. F. Angle Hangers: Angles with legs not less than 7/8 inch wide; formed with 0.04- t inch-thick, galvanized steel sheet complying with ASTM A 653/A 653M, G90 coating designation; with bolted connections and 5/16-inch- diameter bolts. G. Seismic Stabilizer Bars: Manufacturer's standard perimeter stabilizers designed to accommodate seismic forces. H. Seismic Struts: Manufacturer's standard compression struts designed to ' accommodate seismic forces. I. Seismic Clips: Manufacturer's standard seismic clips designed and spaced to secure acoustical panels in-place. J. Clean-Room Gasket System: Where indicated, provide manufacturer's ' standard system, including manufacturer's standard gasket and related adhesives, tapes, seals, and retention clips, designed to seal out foreign material from and maintain positive pressure in clean room. ' 095113 - ACOUSTICAL PANEL CEILINGS 095113- 6 of 10 Q Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' 2.6 METAL SUSPENSION SYSTEM FOR ACOUSTICAL PANEL CEILING: Grid-1. (for use with Acoustical Panels for Acoustical Panel Ceilings C1, C2, C3). ' A. Basis-of-Design Product: Subject to compliance with requirements, provide Armstrong, Prelude or a comparable product by one of the following: ' 1. Armstrong World Industries, Inc. 2. BPB USA 3. Chicago Metallic Corporation 4. Ecophon CertainTeed, Inc. B. Color: White C. Size: 15/16 inch ' D. Components: All main beams and cross tees shall be commercial quality hot dipped galvanized (galvanized steel, aluminum, or stainless steel) as per ASTM A 653. Main beams and cross tees are double-web steel construction with type exposed flange design. Exposed surfaces chemically cleansed, capping pre-finished galvanized steel (aluminum or stainless steel) in baked polyester paint. Main beams and cross tees shall have rotary stitching (exception: extruded aluminum or stainless steel). 1. Structural Classification: ASTM C 635 Intermediate Duty. E. High Humidity Finish: Comply with ASTM C 635 requirements for Coating Classification for Severe Environment Performance where high humidity finishes are indicated ' 1. SS Prelude Plus by Armstrong World Industries, Inc. - 100%Type 304 STAINLESS Steel. 2. AL Prelude Plus by Armstrong World Industries, Inc. - all ALUMINUM ' 3. Prelude Plus XL Fire Guard by Armstrong World Industries, Inc., G-60 Hot dipped galvanized /aluminum capping 4. Structural Classification: ASTM C 635 duty class. 5. Color: Stainless for SS only, White aluminum, or Clear Anodized Aluminum 095113 -ACOUSTICAL PANEL CEILINGS 095113- 7 of 10 Project No: 14308 Olympic Vet Clinic Port Angeles, WA PART 3-- EXECUTION ' 3.1 EXAMINATION ' A. Examine substrates, areas, and conditions, including structural framing to ' which acoustical panel ceilings attach or abut, with Installer present, for compliance with requirements specified in this and other Sections that affect ceiling installation and anchorage and with requirements for installation tolerances and other conditions affecting performance of acoustical panel ceilings. 1. Proceed with installation only after unsatisfactory conditions have been corrected 3.2 PREPARATION ' A. Measure each ceiling area and establish layout of acoustical panels to balance border widths at opposite edges of each ceiling. Avoid using less-than-half- width panels at borders, and comply with layout shown on reflected ceiling plans. 3.3 INSTALLATION A. General: Install acoustical panel ceilings to comply with ASTM C 636 and seismic design requirements indicated, per manufacturer's written instructions and CISCA's "Ceiling Systems Handbook." B. Suspend ceiling hangers from building's structural members and as follows: ' 1. Install hangers plumb and free from contact with insulation or other ' objects within ceiling plenum that are not part of supporting structure or of ceiling suspension system. 2. Splay hangers only where required to miss obstructions; offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 3. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with location of hangers at ' spacings required to support standard suspension system members, install supplemental suspension members and hangers in form of trapezes or equivalent devices. , 095113 -ACOUSTICAL PANEL CEILINGS 095113- 8 of 10 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 4. Secure wire hangers to ceiling suspension members and to supports above with a minimum of three tight turns. Connect hangers directly either to structures or to inserts, eye screws, or other devices that are secure and appropriate for substrate and that will not deteriorate or ' otherwise fail due to age, corrosion, or elevated temperatures. 5. When steel framing does not permit installation of hanger wires at spacing required, install carrying channels or other supplemental support for attachment of hanger wires. 6. Do not attach hangers to steel deck tabs. 7. Do not attach hangers to steel roof deck. Attach hangers to structural ' members. 8. Space hangers not more than 48 inches o.c. along each member supported directly from hangers, unless otherwise indicated; provide hangers not more than 8 inches from ends of each member. ' 9. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced standards and publications. ' C. Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and where necessary to conceal edges of acoustical panels. 1. Screw attach moldings to substrate at intervals not more than 16 inches o.c. and not more than 3 inches from ends, leveling with ceiling suspension system to a tolerance of 1/8 inch in 12 feet. Miter corners accurately and connect securely. D. Install suspension system runners so they are square and securely interlocked ' with one another. Remove and replace dented, bent, or kinked members. E. Install acoustical panels with undamaged edges and fit accurately into ' suspension system runners and edge moldings. Scribe and cut panels at borders and penetrations to provide a neat, precise fit. 1. Arrange directionally patterned acoustical panels as follows: a. Install panels with pattern running in one direction parallel to long axis of space. ' 2. For square-edged panels, install panels with edges fully hidden from view by flanges of suspension system runners and moldings. ' 3. For reveal-edged panels on suspension system runners, install panels with bottom of reveal in firm contact with top surface of runner flanges. 4. For reveal edged panels on suspension system members with box shaped flanges, install panels with reveal surfaces in firm contact with suspension system surfaces and panel faces flush with bottom face of runners. 5. Paint cut edges of panel remaining exposed after installation; match color ' of exposed panel surfaces using coating recommended in writing for this purpose by acoustical panel manufacturer. ' 095113 -ACOUSTICAL PANEL CEILINGS 095113- 9 of 10 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 6. Install hold-down clips in areas indicated, in areas required by authorities , having jurisdiction, and for fire-resistance ratings; space as recommended by panel manufacturer's written Instructions, unless otherwise Indicated. 7. Install clean-room gasket system in areas indicated, sealing each panel and fixture as recommended by panel manufacturer's written instructions. , 3.4 CLEANING ' A. Clean exposed surfaces of acoustical panel ceilings, including trim, edge moldings, and suspension system members. Comply with manufacturer's written instructions for cleaning and touchup of minor finish damage. Remove and replace ceiling components that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. END OF SECTION 096113 t 1 t 095113 - ACOUSTICAL PANEL CEILINGS 095113- 10 of 10 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' SECTION 096513 - RESILIENT BASE AND ACCESSORIES ' PART 1 - GENERAL ' 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this ' Section. 1 1.2 SUMMARY A. Section Includes: ' 1. Resilient base 2. Resilient stair accessories 3. Resilient molding accessories ' B. Related Sections: ' 1. Division 09 Section "Resilient Sheet Flooring"for resilient sheet floor coverings ' 1.3 SUBMITTALS A. Product Data: For each type of product indicated ' B. Samples for Verification: For each type of product indicated, in manufacturer's standard-size Samples but not less than 12 inches long, of each resilient product color, texture, and pattern required. 1.4 DELIVERY, STORAGE, AND HANDLING ' A. Store resilient products and installation materials in dry spaces protected from the weather, with ambient temperatures maintained within range recommended ' by manufacturer, but not less than 50 deg F or more than 90 deg F. 1.5 PROJECT CONDITIONS A. Maintain ambient temperatures within range recommended by manufacturer, but not less than 70 deg F or more than 95 deg F, in spaces to receive resilient ' products during the following time periods: ' 096513 - RESILIENT BASE AND ACCESSORIES 096513- 1 of 7 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 1. 48 hours before installation 2. During installation 3. 48 hours after installation B. Until Substantial Completion, maintain ambient temperatures within range recommended by manufacturer, but not less than 55 deg F or more than 95 deg F. C. Install resilient products after other finishing operations, including painting, have been completed. ' 1.6 EXTRA MATERIALS A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Furnish not less than 10 linear feet for every 500 linear feet or fraction thereof, of each type, color, pattern, and size of resilient product installed. t PART 2 - PRODUCTS 2.1 RESILIENT BASE A. Resilient Base: 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work , include, but are not limited to, the following: a. Allstate Rubber Corp.; Stoler Industries ' b. Armstrong World Industries, Inc. C. Burke Mercer Flooring Products; Division of Burke Industries, Inc. d. Endura Rubber Flooring; Division of Burke Industries, Inc. e. Estrie Products International; American Biltrite (Canada) Ltd. f. Flexco, Inc. g. Johnsonite h. Mondo Rubber International, Inc. , i. Musson, R. C. Rubber Co. j. Nora Rubber Flooring; Freudenberg Building Systems, Inc. k. PRF USA, Inc. I. Roppe Corporation, USA. m. VPI, LLC; Floor Products Division, B. Resilient Base Standard: ASTM F 1861. 096513- 2 of 7 096513 - RESILIENT BASE AND ACCESSORIES Project No: 14308 Olympic Vet Clinic Port Angeles, WA 1. Material Requirement: Type TV (vinyl, thermoplastic) 2. Manufacturing Method: Group I (solid, homogeneous) 3. Style: Cove (base with toe) C. Minimum Thickness: 0.125 inch ' D. Height: 4 inches E. Lengths: Cut lengths 48 inches long or coils in manufacturer's standard length ' F. Outside Corners: Preformed G. Inside Corners: Preformed ' H. Finish: As selected by Architect from manufacturer's full range ' I. Colors and Patterns: As indicated on the drawings 2.2 RESILIENT STAIR ACCESSORIES A. Resilient Stair Treads: ' 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: ' a. Burke Mercer Flooring Products; Division of Burke Industries, Inc. b. Endura Rubber Flooring; Division of Burke Industries, Inc. C. Estrie Products International; American Biltrite (Canada) Ltd. d. Flexco, Inc. e. Johnsonite f. Mondo Rubber International, Inc. g. Musson, R. C. Rubber Co. h. Nora Rubber Flooring; Freudenberg Building Systems, Inc. i. PRF USA, Inc. j. R.C.A. Rubber Company (The) ' k. Roppe Corporation, USA I. VPI, LLC; Floor Products Division B. Resilient Stair Treads Standard: ASTM F 2169. 1. Material Requirement: Type TV (vinyl, thermoplastic) 2. Surface Design: a. Class 2, Pattern: Raised-disc design 3. Manufacturing Method: Group 2, tread with contrasting color for the visually impaired 096513 - RESILIENT BASE AND ACCESSORIES 096513- 3 of 7 Project No: 14308 Olympic Vet Clinic , Port Angeles, WA C. Nosing Style: Square, adjustable to cover angles between 60 and 90 degrees 1 D. Nosing Height: 3/4 inches E. Thickness: 1/4 inch and tapered to back edge F. Size; Lengths and depths to fit each stair tread in one piece , G. Risers: Smooth, flat, toeless, height and length to cover risers; produced by same manufacturer as treads and recommended by manufacturer for , installation with treads. 1. Thickness: 0.125 inch H. Stringers: Of same thickness as risers, height and length after cutting to fit risers and treads and to cover stair stringers; produced by same manufacturer as treads and recommended by manufacturer for installation with treads. I. Colors and Patterns: As selected by Architect from full range of industry colors. 2.3 RESILIENT MOLDING ACCESSORY A. Resilient Molding Accessory: ' 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be.incorporated into the Work include, but are not limited to, the following: t a. Burke Mercer Flooring Products; Division of Burke Industries, Inc. b. Flexco, Inc. C. Johnsonite d. R.C.A. Rubber Company (The) e. Roppe Corporation, USA ' f. VPI, LLC; Floor Products Division B. Description: Transition strips. C. Material: Vinyl D. Profile and Dimensions: As recommended by manufacturer for appropriate transition E. Colors and Patterns: As selected by Architect from full range of industry colors 096513 - RESILIENT BASE AND ACCESSORIES 096513 4 of 7 ' Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' 2.4 INSTALLATION MATERIALS ' A. Trowelable Leveling and Patching Compounds: Latex-modified, portland cement based or blended hydraulic-cement-based formulation provided or approved by manufacturer for applications indicated. ' B. Adhesives: Water-resistant type recommended by manufacturer to suit resilient products and substrate conditions indicated. ' C. Stair-Tread-Nose Filler: Two-part epoxy compound recommended by resilient tread manufacturer to fill nosing substrates that do not conform to tread contours. PART 3- EXECUTION 3.1 EXAMINATION A. Examine substrates, with Installer present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. B. Verify that finishes of substrates comply with tolerances and other requirements specified in other Sections and that substrates are free of cracks, ' ridges, depressions, scale, and foreign deposits that might interfere with adhesion of resilient products. C. Proceed with installation only after unsatisfactory conditions have been ' corrected. ' 3.2 PREPARATION A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products. ' B. Concrete Substrates for Resilient Stair Treads and Accessories: Prepare according to ASTM F 710 ' 1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners 2. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents ' 3. Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer. 096513 - RESILIENT BASE AND ACCESSORIES 096513- 5 of 7 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 4. Moisture Testing: Perform tests recommended by manufacturer. ' Proceed with installation only after substrates pass testing. C. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound and remove bumps and ridges to produce a uniform and ' smooth substrate. D. Do not install resilient products until they are same temperature as the space ' where they are to be installed. 1. Move resilient products and installation materials into spaces where they ' will be installed at least 48 hours in advance of installation. E. Sweep and vacuum clean substrates to be covered by resilient products immediately before installation. 3.3 RESILIENT BASE INSTALLATION A. Comply with manufacturer's written instructions for installing resilient base. B. Apply resilient base to walls, columns, pilasters, casework and cabinets in toe ' spaces, and other permanent fixtures in rooms and areas where base is required. C. Install resilient base in lengths as long as practicable without gaps at seams ' and with tops of adjacent pieces aligned. D. Tightly adhere resilient base to substrate throughout length of each piece, with ' base in continuous contact with horizontal and vertical substrates. E. Do not stretch resilient base during installation. ' F. Preformed Corners: Install preformed corners before installing straight pieces. 3.4 RESILIENT ACCESSORY INSTALLATION A. Comply with manufacturer's written instructions for installing resilient ' accessories. B. Resilient Molding Accessories: Butt to adjacent materials and tightly adhere to substrates throughout length of each piece. Install reducer strips at edges of resilient floor covering that would otherwise be exposed. 3.5 CLEANING AND PROTECTION A. Comply with manufacturer's written instructions for cleaning and protection of , resilient products. 096513 - RESILIENT BASE AND ACCESSORIES 096513- 6 of 7 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 1 B. Perform the following operations immediately after completing resilient product installation: ' 1. Remove adhesive and other blemishes from exposed surfaces 2. Sweep and vacuum surfaces thoroughly 3. Damp-mop surfaces to remove marks and soil C. Protect resilient products from mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures during ' remainder of construction period. D. Cover resilient products until.Substantial Completion. ' END OF SECTION 096613 i 1 1 096513 - RESILIENT BASE AND ACCESSORIES 096513- 7 of 7 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' SECTION 096516 - RESILIENT FLOORING ' PART 1 - GENERAL ' 1.1 SUMMARY A. Section includes vinyl sheet flooring. ' 1.2 ACTION SUBMITTALS A. Product Data: For each type of product. ' PART 2- PRODUCTS 2.1 VINYL SHEET FLOORING SV1 A. Basis of Design Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: 1. Grabo Evolution Kinnex; . ' B. Classification: 28 mill, Type I, Grade 1, embossed, clear, semi-rigid PVC commercial grade wear layer over print design. ' C. Thickness: 0.079 inchlnsert dimension. D. Wearing Surface: Embossed. ' E. Sheet Width: As standard with manufacturer. F. Seamless-Installation Method: Heat welded. G. Colors and Patterns: As indicated in the drawings. ' 2.2 INSTALLATION MATERIALS A. Trowelable Leveling and Patching Compounds: Latex-modified, portland ' cement based or blended hydraulic-cement-based formulation provided or approved by resilient sheet flooring manufacturer for applications indicated. ' B. Adhesives: Water-resistant type recommended by flooring and adhesive manufacturers to suit resilient sheet flooring and substrate conditions indicated. 096516 - RESILIENT SHEET FLOORING 096516- 1 of 4 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA C. Seamless-Installation Accessories: ' 1. Heat-Welding Bead: Manufacturer's solid-strand product for heat welding seams. , a. Color: Match flooring. D. Integral-Flash-Cove-Base Accessories: ' 1. Cove Strip: 1-inch radius provided or approved by resilient sheet flooring ' manufacturer. 2. Cap Strip: Square metal provided or approved by resilient sheet flooring manufacturer. 3. Corners: Metal inside and outside corners and end stops provided or ' approved by resilient sheet flooring manufacturer. PART 3- EXECUTION 3.1 PREPARATION ' A. Prepare substrates according to resilient sheet flooring manufacturer's written instructions to ensure adhesion of resilient sheet flooring. ' B. Concrete Substrates: Prepare according to ASTM F 710. 1. Verify that substrates are dry and free of curing compounds, sealers, and ' hardeners. 2. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by resilient sheet flooring manufacturer. Do not use solvents. 3. Alkalinity and Adhesion Testing: Perform tests recommended by resilient ' sheet flooring manufacturer. Proceed with installation only after substrate alkalinity falls within range on pH scale recommended by manufacturer in writing, but not less than 5 or more than 9 pH. ' 4. Moisture Testing: Proceed with installation only after substrates pass testing according to resilient sheet flooring manufacturer's written recommendations, but not less stringent than the following: a. Perform anhydrous calcium chloride test according to ASTM F , 1869. Proceed with installation only after substrates have maximum moisture-vapor-emission rate of 5 Ib of water/1000 sq. ft. in 24 ' hours. b. Perform relative humidity test using in situ probes according to ASTM F 2170. Proceed with installation only after substrates have a maximum 75 percent relative humidity level. ' 096516 - RESILIENT SHEET FLOORING 096516- 2 of 4 Project No: 14308 Olympic Vet Clinic Port Angeles, WA C. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound; remove bumps and ridges to produce a uniform and smooth substrate. ' D. Do not install resilient sheet flooring until it is the same temperature as the space where it is to be installed. ' E. Immediately before installation, sweep and vacuum clean substrates to be covered by resilient sheet flooring. ' 3.2 RESILIENT SHEET FLOORING INSTALLATION ' A. Comply with manufacturer's written instructions for installing resilient sheet flooring. B. Unroll resilient sheet flooring and allow it to stabilize before cutting and fitting. C. Lay out resilient sheet flooring as follows: ' 1. Maintain uniformity of flooring direction. 2. Minimize number of seams; place seams in inconspicuous and low-traffic areas, at least 6 inches away from parallel joints in flooring substrates. ' 3. Match edges of flooring for color shading at seams. 4. Avoid cross seams. ' D: Scribe and cut resilient sheet flooring to butt neatly and tightly to vertical surfaces, permanent fixtures, and built-in furniture including cabinets, pipes, outlets, and door frames. E. Extend resilient sheet flooring into toe spaces, door reveals, closets, and similar openings. F. Maintain reference markers, holes, and openings that are in place or marked for future cutting by repeating on resilient sheet flooring as marked on substrates. Use chalk or other nonpermanent marking device. ' G. Install resilient sheet flooring on covers for telephone and electrical ducts and similar items in installation areas. Maintain overall continuity of color and pattern between pieces of flooring installed on covers and adjoining flooring. ' Tightly adhere flooring edges to substrates that abut covers and to cover perimeters. ' H. Adhere resilient sheet flooring to substrates using a full spread of adhesive applied to substrate to produce a completed installation without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks, ' and other surface imperfections. I. Seamless Installation: 096516 - RESILIENT SHEET FLOORING 096516- 3 of 4 Project No: 14308 Olympic Vet Clinic , Port Angeles, WA 1. Heat-Welded Seams: Comply with ASTM F 1516. Rout joints and heat 1 weld with welding bead to permanently fuse sections into a seamless flooring. Prepare, weld, and finish seams to produce surfaces flush with adjoining flooring surfaces. , J. Integral-Flash-Cove Base: Cove resilient sheet flooring to dimension indicated up vertical surfaces. Support flooring at horizontal and vertical junction with ' cove strip. Butt at top against cap strip. 1. Install metal corners at inside and outside corners. ' 3.3 CLEANING AND PROTECTION A. Comply with manufacturer's written instructions for cleaning and protecting resilient sheet flooring. B. Cover resilient sheet flooring until Substantial Completion. ' END OF SECTION 096516 ' 096516 - RESILIENT SHEET FLOORING 096516- 4 of 4 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' SECTION 096723 - EPDXY FLOORING ' PART 1 - GENERAL 1 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and 9 9 p 9 Supplementary Conditions and Division 1 Specification Sections, apply to this ' Section. ' 1.2 SUMMARY A. Section includes: 1. High-Performance resinous flooring systems. 2. High-Performance resinous wall coating system 3. Integral cove base B. Related Requirements: ' 1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.3 SUBMITTALS A. Product Data: For each type of product. B. Samples: For each exposed product and for each color and texture specified. ' 1.4 CLOSEOUT SUBMITTALS A. Maintenance data. B. Operation and maintenance data. 1 1.5 QUALITY ASSURANCE A. Installer Qualifications: Fabricator of products. B. Installer Qualifications: An authorized representative who is trained and ' approved by manufacturer. 096723 - RESINOUS FLOORING 096723- 1 of 6 Project No: 14308 Olympic Vet Clinic , Port Angeles, WA 1.6 WARRANTY A. Special Warranty: Manufacturer and Installer agree to repair or replace , components of resinous flooring that fail(s) in materials or workmanship within specified warranty period. 1. Warranty Period: 1 year(s) from date of Substantial Completion. 1.7 DELIVERY, STORAGE, AND HANDLING ' A. Deliver materials in original packages and containers, with seals unbroken, bearing manufacturer's labels indicating brand name and directions for storage and mixing with other components. . 1.8 PROJECT CONDITIONS ' A. Environmental Limitations: Comply with resinous flooring manufacturer's written instructions for substrate temperature, ambient temperature, moisture, ventilation, and other conditions affecting resinous flooring application. B. Lighting: Provide permanent lighting or, if permanent lighting is not in place, ' simulate permanent lighting conditions during resinous flooring application. C. Close spaces to traffic during resinous flooring application and for not less than 24 hours after application unless manufacturer recommends a longer period. D. Conditions of new concrete to be coated with resinous material. 1. Concrete shall be moisture cured for a minimum of 7 days and have fully ' cured a minimum of twenty eight days in accordance with ACI-308 prior to the application of the coating system pending moisture tests. ' 2. Concrete shall have a flat rubbed finish, float or light steel trowel finish (a hard steel trowel finish is neither necessary or desirable). 3. Sealers and curing agents should not to be used. 4. Concrete surfaces on grade shall have been constructed with a vapor barrier to protect against the effects of vapor transmission and possible delamination of the system. E. Safety Requirements ' 1. All open flames and spark-producing equipment shall be removed from , the work area prior to commencement of application. 2. "No Smoking" signs shall be posted at the entrances to the work area. 3. The Owner shall be responsible for the removal of foodstuffs from the work area. 4. Non-related personnel in the work area shall be kept to a minimum. 096723 - RESINOUS FLOORING 096723- 2 of 6 Project No: 14308 Olympic Vet Clinic Port Angeles, WA PART 2- PRODUCTS 2.1 MANUFACTURERS A. Basis-of-Design Product: Subject to compliance with requirements, provide Prime Coat Coating Systems: 1. Prime Coat Coating Systems, 405 N Oakwood Ave., Waukegan, IL 60085, (847) 362-5111. www.primecoat.com ' 2.2 HIGH PERFORMANCE RESINOUS FLOORING (EP1 Epoxy) A. Prime Cast Flake Broadcast Floor System: System 2611 1. color as indicated in the drawings 2. Texture: Animal Care Specific- Orange Peel texture 2.3 HIGH PERFORMANCE RESINOUS WALL COATING ' A. Prime Cast Flake Broadcast wall system with polyaspartic topcoat: System 2601 1. color as indicated in the drawings 2. Texture: Animal Care Specific- Orange Peel texture PART 3- EXECUTION 3.1 PREPARATION A. General: Prepare and clean substrates according to resinous flooring manufacturer's written instructions for substrate indicated. Provide clean, dry ' substrate for resinous flooring application. B. Concrete Substrates: Provide sound concrete surfaces free of laitance, glaze, ' efflorescence, curing compounds, form-release agents, dust, dirt, grease, oil, and other contaminants incompatible with resinous flooring. 1 1. Bond Test: Random tests for adequate bond strength shall be conducted on the substrate while the surface preparation is ongoing and prior to application of the primer, in accordance with the Manufacturer's recommendations. ' 096723 - RESINOUS FLOORING 096723- 3 of 6 Project No: 14308 Olympic Vet Clinic Port Angeles, WA a. A minimum frequency of three tests per 5000 sf. Smaller areas , shall receive a minimum of three tests. b. Based on the test results, additional substrate preparation may be required before proceeding with the installation of the system. , 2. Verify that concrete substrates are dry and moisture-vapor emissions are within acceptable levels according to manufacturer's written instructions. a. Perform anhydrous calcium chloride test, ASTM F 1869. Proceed with application of resinous flooring only after substrates have ' maximum moisture-vapor-emission rate of 3 Ib of water/1000 sq. ft. of slab area in 24 hours or manufacture's criteria, whichever is more stringent.. b. If the vapor drive exceeds of 3 Ib of water/1000 sq. ft. of slab area in 24 hrs, then the Owner and/or Architect shall be notified and advised of additional cost for the possible installation of a vapor mitigation system that has been approved by the manufacturer or other means to lower the value to the acceptable limit. 3. Alkalinity and Adhesion Testing: Verify that concrete substrates have pH ' within acceptable range. Perform tests recommended by manufacturer. Proceed with application only after substrates pass testing. 4. Roughen concrete substrates as follows: a. Grind surfaces with an apparatus that abrades the concrete surface ' to a profile as specified by system application guide. 5. Repair damaged and deteriorated concrete according to resinous flooring manufacturer's written instructions. C. Resinous Materials: Mix components and prepare materials according to resinous flooring manufacturer's written instructions. D. Use patching and fill material to fill holes and depressions in substrates ' according to manufacturer's written instructions. E. Treat control joints and other nonmoving substrate cracks to prevent cracks from reflecting through resinous flooring according to manufacturer's written instructions. 3.2 APPLICATION ' A. General: Apply components of resinous flooring system according to manufacturer's written instructions to produce a uniform, monolithic wearing surface of thickness indicated. 096723 - RESINOUS FLOORING 096723- 4 of 6 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 1. Coordinate application of components to provide optimum adhesion of resinous flooring system to substrate, and optimum intercoat adhesion. 2. Cure resinous flooring components according to manufacturer's written ' instructions. Prevent contamination during application and curing processes. 3. At substrate expansion and isolation joints, comply with resinous flooring manufacturer's written instructions. B. Apply primer over prepared substrate at manufacturer's recommended spreading rate. C. Apply waterproofing membrane, where indicated, in manufacturer's recommended thickness. 1. Apply waterproofing membrane to integral cove base substrates. D. Integral Cove Base: Apply cove base mix to wall surfaces before applying flooring. Apply according to manufacturer's written instructions and details including those for taping, mixing, priming, troweling, sanding, and topcoating of cove base. Round internal and external corners. 1. Integral Cove Base: 4 inches high. E. Apply self-leveling slurry body coats in thickness indicated for flooring system. 1. Broadcast aggregates at rate recommended by manufacturer and, after resin is cured, remove excess aggregates to provide surface texture indicated. F. Apply body coats in thickness recommended by flooring manufacturer. G. Apply grout coat, of type recommended by resinous flooring manufacturer, to fill voids in surface of final body coat and to produce wearing surface indicated. iH. Apply topcoats in number indicated for flooring system and at spreading rates recommended in writing by manufacturer. 3.3 FIELD QUALITY CONTROL 1 A. Material Sampling: Owner may at any time and any number of times during resinous flooring application require material samples for testing for compliance with requirements. 1. Owner will engage an independent testing agency to take samples of materials being used. Material samples will be taken, identified, sealed, and certified in presence of Contractor. ' 096723 - RESINOUS FLOORING 096723- 5 of 6 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 2. Testing agency will test samples for compliance with requirements, using , applicable referenced testing procedures or, if not referenced, using testing procedures listed in manufacturer's product data. 3. If test results show applied materials do not comply with specified , requirements, pay for testing, remove noncomplying materials, prepare surfaces coated with unacceptable materials, and reapply flooring materials to comply with requirements. 3.4 PROTECTION A. Protect resinous flooring from damage and wear during the remainder of , construction period. Use protective methods and materials, including temporary covering, recommended in writing by resinous flooring manufacturer. 1 END OF SECTION 096723 i 1 i 1 1 1 1 I 1 096723 - RESINOUS FLOORING 096723- 6 of 6 Project No: 14308 Olympic Vet Clinic Port Angeles, WA SECTION 099123 - INTERIOR PAINTING ' PART 1 - GENERAL ' 1.1 SUMMARY A. Section includes surface preparation and the application of paint systems on the following interior substrates: ' 1. Steel and iron 2. Wood ' 3. Gypsum board 1.2 DEFINITIONS A. MPI Gloss Level 1: Not more than five units at 60 degrees and 10 units at 85 degrees, according to ASTM D 523 B. MPI Gloss Level 2: Not more than 10 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523 ' C. MPI Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523 1 D. MPI Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523 E. MPI Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523 F. MPI Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523 ' G. MPI Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523 1.3 ACTION SUBMITTALS 1 A. Product Data: For each type of product. Include preparation requirements and application instructions 1. Include Printout of current"MPI Approved Products List"for each product category specified, with the proposed product highlighted. ' 099123 - INTERIOR PAINTING 099123- 1 of 5 1 Project No: 14308 Olympic Vet Clinic , Port Angeles, WA 1.4 QUALITY ASSURANCE A. Mockups: Apply mockups of each paint system indicated and each color and , finish selected to verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Architect will select one surface to represent surfaces and conditions for application of each paint system. a. Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft(9 sq. m). b. Other Items: Architect will designate items-or areas required 2. Final approval of color selections will be based on mockups a. If preliminary color selections are not approved, apply additional mockups of additional colors selected by Architect at no added cost to Owner. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, available ' manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Behr Process Corporation , 2. Benjamin Moore& Co. 3. California Paints ' 4. Conco Paints 5. Coronado Paint; Inst-X Products Corporation; a Benjamin Moore company 6. Diamond Vogel Paints 7. Dulux (formerly ICI Paints); a brand of AkzoNobel 8. Dunn-Edwards Corporation 9. Duron, Inc. ' 10. Frazee Paint; Comex Group 11. Glidden Professional 12. Kelly-Moore Paint Company Inc. 13. Kwal Paint; Comex Group 14. M.A.B. Paints 15. Parker Paint; Comex Group 16. PPG Architectural Finishes, Inc. , 099123 - INTERIOR PAINTING 099123- 2 of 5 ' Project No: 14308 Olympic Vet Clinic Port Angeles, WA 1 17. Pratt & Lambert 18. Rodda Paint Co. 19. Rust-Oleum Corporation; a subsidiary of RPM International, Inc. 20. Sherwin-Williams; Paint Stores Group B. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to products listed in the Interior Painting Schedule for the paint category indicated. 2.2 PAINT, GENERAL A. MPI Standards: Products shall comply with MPI standards Indicated and shall be listed in its "MPI Approved Products Lists." B. Material Compatibility: 1. Materials for use within each paint system shall be compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. For each coat in a paint system, products shall be recommended in writing by topcoat manufacturers for use in paint system and on substrate indicated._ ' C. VOC Content: Products shall comply with VOC limits of authorities having jurisdiction. 1. Flat Paints and Coatings: 50 g/L 2. Nonflat Paints and Coatings: 150 g/L 3. Dry-Fog Coatings: 400 g/L ' 4. Primers, Sealers, and Undercoaters: 200 g/L 5. Anticorrosive and Antirust Paints Applied to Ferrous Metals: 250 g/L 6. Zinc-Rich Industrial Maintenance Primers: 340 g/L 7. Pretreatment Wash Primers: 420 g/L 8. Floor Coatings: 100 g/L 9. Shellacs, Clear:730 g/L ' 10. Shellacs, Pigmented: 550 g/L D. Low-Emitting Materials: Interior paints and coatings shall comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." E. Colors: As indicated in a color schedule ' 099123 - INTERIOR PAINTING 099123- 3 of 5 Project No: 14308 Olympic Vet Clinic Port Angeles, WA PART 3 - EXECUTION 3.1 EXAMINATION ' A. Examine substrates and conditions, with Applicator present, for compliance ' with requirements for maximum moisture content and other conditions affecting performance of the Work. B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: 1. Wood: 15 percent C. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. ' D. Proceed with coating application only after unsatisfactory conditions have been corrected. 1. Application of coating indicates acceptance of surfaces and conditions ' 3.2 PREPARATION , A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates and paint systems indicated. B. Remove hardware, covers, plates, and similar items already in place that are ' removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting. ' 1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any. 3.3 APPLICATION ' A. Apply paints according to manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual." B. Apply paints to produce surface films without cloudiness, spotting, holidays, ' laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. ' 099123 - INTERIOR PAINTING 099123- 4 of 5 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 3.4 INTERIOR PAINTING SCHEDULE A. Steel Substrates: 1. Quick-Dry Enamel System MPI INT 5.1A: ' a. Prime Coat: Primer, alkyd, quick dry, for metal, MPI #76 b. Intermediate Coat: Alkyd, quick dry, matching topcoat C. Topcoat: Alkyd, quick dry, semi-gloss (MPI Gloss Level 5), MPI #81 ' B. Wood Substrates: Windows . ' 1. High-Performance Architectural Latex System MPI INT 6.3A: a. Prime Coat: Primer, latex, for interior wood, MPI #39 b. Intermediate Coat: Latex, interior, high performance architectural, matching topcoat C. Topcoat: Latex, interior, high performance architectural- Eggshell (MPI Gloss Level 3), MPI #139 1) Sherwin Williams: Pro-Industrial Pre-Catalyzed Water Based Epoxy (K45 Series) C. Gypsum Board Substrates (indicated on drawings to receive paint finish): 1. High-Performance Architectural Latex System : a. Prime Coat: Primer sealer, latex, interior, MPI #50 b. Intermediate Coat: Latex, interior, high performance architectural, matching topcoat C. Topcoat: Latex, interior, high performance architectural- Eggshell (MPI Gloss Level 3), MPI #13 ' 1) Sherwin Williams: Pro-Industrial Pre-Catalyzed Water based Epoxy (K45 Series) ' D. Gypsum Board Substrates (indicated on drawings to receive epoxy paint finish) 1. Epoxy Coating System: MPI INT 9.2E ' a. Prime Coat: Primer sealer, latex, interior, MPI #50 b. Intermediate Coat, Epoxy, cold-cured, gloss, MPI #77 ' C. Topcoat: Epoxy, cold-cured, gloss, MPI #77 1) Sherwin Williams Protective and Marine Tile-Clad HS Epoxy. END OF SECTION 099123 1 099123 - INTERIOR PAINTING 099123- 5 of 5 1 1 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 1 SECTION 101400 -SIGNAGE PART 1 - GENERAL ' 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and 1 Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1 1. Panel signs. B. This Section does not include the following: 1 1. Exterior illuminated signage. ' 1.3 DEFINITIONS A. ADA-ABA Accessibility Guidelines: U.S. Architectural &Transportation Barriers Compliance Board's "Americans with Disabilities Act(ADA) Accessibility Guidelines for Buildings and Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines." 1 1.4 SUBMITTALS 1 A. Product Data: For each type of product indicated. 1 1.5 PROJECT CONDITIONS A. Field Measurements: Verify recess openings by field measurements before fabrication and indicate measurements on Shop Drawings. i 1 101400 - SIGNAGE 101400- 1 of 4 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA PART 2 - PRODUCTS 2.1 MATERIALS A. Acrylic Sheet: ASTM D 4802, Category A-1 (cell-cast sheet), Type UVA (UV , absorbing). B. Applied Vinyl: Die-cut characters from vinyl film of nominal thickness of 3 mils with pressure-sensitive adhesive backing, suitable for exterior applications. ' 2.2 PANEL SIGNS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. ACE Sign Systems, Inc. 2. Advance Corporation; Braille-Tac Division. ' 3. Allen Industries Architectural Signage 4. Allenite Signs; Allen Marking Products, Inc. 5. APCO Graphics, Inc. , 6. ASI-Modulex, Inc. 7. Best Sign Systems Inc. 8. Bunting Graphics, Inc. 9. Fossil Industries, Inc. 10. Gemini Incorporated. 11. Grimco, Inc. 12. Innerface Sign Systems, Inc. 13. InPro Corporation 14. Matthews International Corporation; Bronze Division. 15. Mills Manufacturing Company. ' 16. Mohawk Sign Systems. 17. Nelson-Harkins Industries. 18. Seton Identification Products. 19. Signature Signs, Incorporated. 20. Supersine Company (The) B. Interior Panel Signs: Provide smooth sign panel surfaces constructed to ' remain flat under installed conditions within a tolerance of plus or minus 1/16 inch measured diagonally from corner to corner, complying with the following requirements: 1. Acrylic Sheet: 0.060 inch thick. 101400 - SIGNAGE 101400- 20f 4 a Project No: 14308 Olympic Vet Clinic Port Angeles, WA 2. Laminated, Etched Photopolymer: Raised graphics with Braille 1/32 inch 1 above surface with contrasting colors as selected by Architect from manufacturer's full range and laminated to acrylic back. 3. Edge Condition: Beveled. 4. Corner Condition: Square. 5. Mounting: Unframed. ' a. Wall mounted with two-face tape. b. Manufacturer's standard anchors for substrates encountered. ' 6. Color: As selected by Architect from manufacturer's full range. 7. Tactile Characters: Characters and Grade 2 Braille raised 1/32 inch above surface with contrasting colors. C. Tactile and Braille Sign: Manufacturer's standard process for producing text and symbols complying with ADA-ABA Accessibility Guidelines and with ICC/ANSI A117.1. Text shall be accompanied by Grade 2 Braille. Produce ' precisely formed characters with square-cut edges free from burrs and cut marks; Braille dots with domed or rounded shape. ' 1. Panel Material: Opaque acrylic sheet. 2. Raised-Copy Thickness: Not less than 1/32 inch. D. Panel Sign Schedule: ' 1. Sign Type: Men's Restroom Panel Sign: a. Sign Size: 6 x 9 inches. b. Background Finish/Color: Black. C. Character Finish/Color: White. d. Text/Message: "MEN +ADA". ' e. Location: By Restroom 1 Door(Door#107a). f. Quantity: 1 ' 2. Sign Type: Women's Restroom Panel Sign: a. Sign Size: 6 x 9 inches. b. Background Finish/Color: Black. C. Character Finish/Color: White. d. Text/Message: "WOMEN + ADA". e. Location: By Restroom 2 Door(Door#305a). f. Quantity: 1 ' 2.3 FABRICATION A. General: Provide manufacturer's standard signs of configurations indicated. ' 101400 - SIGNAGE 101400- 3 of 4 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 2.4 ACRYLIC SHEET FINISHES A. Colored Coatings for Acrylic Sheet: For copy and background.colors, provide ' colored coatings, including inks, dyes, and paints, that are recommended by acrylic manufacturers for optimum adherence to acrylic surface and that are UV and water resistant for five years for application intended. ' PART 3- EXECUTION 1 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Locate signs and accessories where indicated, using mounting methods of ' types described and complying with manufacturer's written instructions. 1. Install signs level, plumb, and at heights indicated, with sign surfaces free of distortion and other defects in appearance. 2. Interior Wall Signs: Install signs on walls adjacent to latch side of door where applicable. Where not indicated or possible, such as double doors, ' install signs on nearest adjacent walls. Locate to allow approach within 3 inches of sign without encountering protruding objects or standing within swing of door. , B. Wall-Mounted Signs: Comply with sign manufacturer's written instructions except where more stringent requirements apply. 1. Two-Face Tape: Mount signs to smooth, nonporous surfaces. Do not use this method for vinyl-covered or rough surfaces. 2. Silicone-Adhesive Mounting: Attach signs to irregular, porous, or vinyl- covered surfaces. 3.3 CLEANING AND PROTECTION , A. After installation, clean soiled sign surfaces according to manufacturer's written instructions. Protect signs from damage until acceptance by Owner. ' END OF SECTION 101400 101400 - SIGNAGE 101400- 4 of 4 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' SECTION 102600 -WALL AND DOOR PROTECTION ' PART 1 - GENERAL 1.1 SUMMARY ' A. Section Includes: ' 1. Corner guards. ' 1.2 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide handrails capable of withstanding the effects ' of gravity loads and the following loads and stresses within limits and under conditions indicated: 1. Uniform load of 50 Ibf/ft. applied in any direction. Concentrated load of 200 Ibf applied in any direction. 3. Uniform and concentrated loads need not be assumed to act concurrently. 1.3 ACTION SUBMITTALS ' A. Product Data: For each type of product indicated. ' 1.4 INFORMATIONAL SUBMITTALS A. Material certificates. ' B. Material test reports. ' 1.5 CLOSEOUT SUBMITTALS A. Maintenance data. 102600 - WALL AND DOOR PROTECTION 102600- 1 of 3 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA PART 2- PRODUCTS ' 2.1 MATERIALS ' A. Adhesive: As recommended by impact-resistant wall protection manufacturer ' and with a VOC content of 70 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). 2.2 CORNER GUARDS A. Surface-Mounted, Stainless Steel Corner Guards : fabricated with 90- or 135- degree turn to match wall condition; in dimensions and profiles indicated on Drawings. 1. Mounting: a. adhesive: first apply adhesive to ensure full adhesion to substrate b. mechanical: second , Countersunk screws through factory-drilled ' mounting holes. 2. Color and Texture: Stainless Steel, Satin USD626. ' PART 3 - EXECUTION 3.1 INSTALLATION , A. General: Install impact-resistant wall protection units level, plumb, and true to line without distortions. Do not use materials with chips, cracks, voids, stains, ' or other defects that might be visible in the finished Work. 1. Install impact-resistant wall protection units in locations and at mounting heights indicated on Drawings. 2. Provide splices, mounting hardware, anchors, and other accessories required for a complete installation. a. Provide anchoring devices to withstand imposed loads. , b. Where splices occur in horizontal runs of more than 20 feet, splice aluminum retainers and plastic covers at different locations along the run, but no closer than 12 inches. , C. Adjust end and top caps as required to ensure tight seams. B. Immediately after completion of installation, clean plastic covers and ' accessories using a standard, ammonia-based, household cleaning agent. 102600 -WALL AND DOOR PROTECTION 102600- 2 of 3 a Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' C. Remove excess adhesive using methods and materials recommended in writing by manufacturer. END OF SECTION 102600 0 ' 102600 -WALL AND DOOR PROTECTION 102600- 3 of 3 Project No: 14308 Olympic Vet Clinic Port Angeles, WA SECTION 102800 -TOILET, BATH, AND LAUNDRY ACCESSORIES ' PART 1 - GENERAL ' 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. ' 1.2 SUMMARY A. Section Includes: ' 1. Public-use washroom accessories. 2. Underlavatory guards. ' B. Related Sections: 1. Division 09 Section "Tiling"for ceramic toilet and bath accessories. ' 1.3 SUBMITTALS A. Product Data: For each type of product indicated. Include the following- 1. ollowing:1. Construction details and dimensions. ' 2. Anchoring and mounting requirements, including requirements for cutouts in other work and substrate preparation. 3. Material and finish descriptions. 4. Features that will be included for Project. B. Product Schedule: Indicating types, quantities, sizes, and installation locations by room of each accessory required. 1. Identify locations using room designations indicated. 1.4 QUALITY ASSURANCE A. Source Limitations: For products listed together in the same Part 2 articles, Iobtain products from single source from single manufacturer. ' 102800 - TOILET,BATH,AND LAUNDRY ACCESSORIES 102800- 1 of 3 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA 1.5 COORDINATION , A. Coordinate accessory locations with other work to prevent interference with ' clearances required for access by people with disabilities, and for proper installation, adjustment, operation, cleaning, and servicing of accessories. B. Deliver inserts and anchoring devices set into concrete or masonry as required ' to prevent delaying the Work. PART 2 - PRODUCTS ' 2.1 PUBLIC-USE WASHROOM ACCESSORIES A. Basis-of-Design Product: Subject to compliance with requirements, provide , product indicated on Drawings or comparable product by one of the following: 1. A & J Washroom Accessories, Inc. 2. American Specialties, Inc. ' 3. Bobrick Washroom Equipment, Inc. 4. Bradley Corporation. 5. GAMCO Specialty Accessories; a division of Bobrick Washroom , Equipment, Inc. 6. Tubular Specialties Manufacturing, Inc. B. Toilet Tissue (Roll) Dispenser: TA-2 ' 1. Basis-of-Design Product: Bobrick B-6977 Recessed Dual-Roll TP Dispenser , a. Finish: Satin C. Mirror: 1 1. Provided by owner D. Grab Bar: TA-1 1. Basis-of-Design Product: Bobrick B-6806 series. .2. Size: As indicated on the Drawings. 2.2 UNDERLAVATORY GUARDS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 102800 - TOILET,BATH,AND LAUNDRY ACCESSORIES 102800- 2 of 3 Project No: 14308 Olympic Vet Clinic Port Angeles, WA B. Basis-of-Design Product: Subject to compliance with requirements, provide product indicated on Drawings or comparable product by one of the following: ' 1. Plumberex Specialty Products, Inc. 2. Truebro by IPS Corporation. 1 C. Underlavatory Guard: TA-3 1. Basis-of-Design Product: TrueBro—Lav Guard 2 E-Z series. ' 2.3 FABRICATION A. General: Fabricate units with tight seams and joints, and exposed edges rolled. Hang doors and access panels with full-length, continuous hinges. Equip units for concealed anchorage and with corrosion-resistant backing' plates. B. Keys: Provide universal keys for internal access to accessories for servicing and resupplying. Provide minimum of six keys to Owner's representative. PART 3- EXECUTION 3.1 INSTALLATION A. Install accessories according to manufacturers'written instructions, using fasteners appropriate to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly anchored in locations and at heights indicated. B. Grab Bars: Install to withstand a downward load of at least 250 IV, when ' tested according to ASTM F 446. 3.2 ADJUSTING AND CLEANING A. Adjust accessories for unencumbered, smooth operation. Replace damaged or defective items. B. Remove temporary labels and protective coatings. ' C. Clean and polish exposed surfaces according to manufacturer's written recommendations. END OF SECTION 102800 102800 - TOILET,BATH,AND LAUNDRY ACCESSORIES 102800- 3 of 3 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' SECTION 104413 - FIRE EXTINGUISHER CABINETS ' PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. ' 1.2 SUMMARY A. Section Includes: 1. Fire protection cabinets for the following: a. Portable fire extinguishers. B. Related Sections: 1. Division 10 Section "Fire Extinguishers." 1.3 SUBMITTALS A. Product Data:" For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and ' finishes for fire protection cabinets. 1. Fire Protection Cabinets: Include roughing-in dimensions, details showing mounting methods, relationships of box and trim to surrounding construction, door hardware, cabinet type, trim style, and panel style. 1.4 COORDINATION A. Coordinate size of fire protection cabinets to ensure that type and capacity of fire extinguishers indicated are accommodated. B. Coordinate sizes and locations of fire protection cabinets with wall depths. ' 104413 - FIRE PROTECTION CABINETS 104413- 1 of 5 Project No: 14308 Olympic Vet Clinic ' Port Angeles, WA PART 2 - PRODUCTS 2.1 MATERIALS , A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), , Type B. B. Clear Float Glass: ASTM C 1036, Type I, Class 1, Quality q3, [3] [6] mm thick. 2.2 FIRE PROTECTION CABINET A. Cabinet Type: Suitable for fire extinguisher. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Fire End & Croker Corporation. ' b. J. L. Industries, Inc., a division of Activar Construction Products Group. C. Kidde Residential and Commercial Division, Subsidiary of Kidde plc. d. Larsen's Manufacturing Company. e. Modern Metal Products, Division of Technico Inc.. f. Moon-American. g. Potter Roemer LLC. ' h. Watrous Division, American Specialties, Inc.. B. Cabinet Construction: Nonrated. ' C. Cabinet Material: Steel sheet. D. Semi-recessed Cabinet: Cabinet box partially recessed in walls of sufficient 1 depth to suit style of trim indicated; with one-piece combination trim and perimeter door frame overlapping surrounding wall surface with exposed trim face and wall return at outer edge (backbend). Provide where walls are of insufficient depth for recessed cabinets but are of sufficient depth to accommodate semirecessed cabinet installation. 1. Square-Edge Trim: 1-1/4-to 1-1/2-inch backbend depth. E. Cabinet Trim Material: Same material and finish as door. , F. Door Material: Steel sheet. G. Door Style: Horizontal duo panel with frame. ' 104413 - FIRE PROTECTION CABINETS 104413- 2 of 5 ' Project No: 14308 Olympic Vet Clinic Port Angeles, WA H. Door Glazing: Clear float glass. I. Door Hardware: Manufacturer's standard door-operating hardware of proper ' type for cabinet type, trim style, and door material and style indicated. 1. Provide manufacturer's standard. 2. Provide continuous hinge, of same material and finish as trim, permitting door to open 180 degrees. J. Accessories: ' 1. Identification: Lettering complying with authorities having jurisdiction for - letter style, size, spacing, and location. Locate on glazing. ' a. Identify fire extinguisher in fire protection cabinet with the words "FIRE EXTINGUISHER." ' 1) Location: Applied to cabinet glazing. 2) Application Process: Pressure-sensitive vinyl letters. 3) Lettering Color: Red. K. Finishes: ' 1. Manufacturer's standard baked-enamel paint for the following: a. Exterior of cabinet , door, and trim except for those surfaces indicated to receive another finish. b. Interior of cabinet and door. C. Color: White ' 2.3 FABRICATION A. Fire Protection Cabinets: Provide manufacturer's standard box (tub) with trim, frame, door, and hardware to suit cabinet type, trim style, and door style indicated. 1. Weld joints and grind smooth. 2. Provide factory-drilled mounting holes. 3. Prepare doors and frames to receive locks. B. Cabinet Doors: Fabricate doors according to manufacturer's standards, from materials indicated and coordinated with cabinet types and trim styles selected. ' 1. Fabricate door frames with tubular stiles and rails and hollow-metal design, minimum 1/2 inch thick. 2. Miter and weld perimeter door frames. ' 104413 - FIRE PROTECTION CABINETS 104413 3 of 5 Project No: 14308 Olympic Vet Clinic Port Angeles, WA C. Cabinet Trim: Fabricate cabinet trim in one piece with corners mitered, welded, 1 and ground smooth. 2.4 GENERAL FINISH REQUIREMENTS ' A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal ' Products"for recommendations for applying and designating finishes. B. Protect mechanical finishes on exposed surfaces of fire protection cabinets from damage by applying a strippable, temporary protective covering before shipping. C. Finish fire protection cabinets after assembly. D. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable ' if they are within the range of approved Samples and are assembled or installed to minimize contrast. 2.5 STEEL FINISHES A. Surface Preparation: Remove mill scale and rust, if present, from uncoated ' steel, complying with SSPC-SP 5/NACE No. 1, "White Metal Blast Cleaning" or SSPC-SP 8, "Pickling". After cleaning, apply a conversion coating suited to the organic coating to be applied over it. B. Factory Prime Finish: Apply manufacturer's standard, fast-curing, lead- and chromate-free, universal primer immediately after surface preparation and pretreatment. ' C. Baked-Enamel or Powder-Coat Finish: Immediately after cleaning and pretreating, apply manufacturer's standard two-coat, baked-on finish consisting ' of prime coat and thermosetting topcoat. .Comply with coating manufacturer's written instructions for applying and baking to achieve a minimum dry film thickness of.2 mils. 1. Color: White. O PART 3- EXECUTION ' 3.1 EXAMINATION , A. Examine walls and partitions for suitable framing depth and blocking where semirecessed cabinets will be installed. ' 104413 - FIRE PROTECTION CABINETS 104413- 4 of 5 ' Project No: 14308 Olympic Vet Clinic Port Angeles, WA B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Prepare recesses for semirecessed fire protection cabinets as required by type and size of cabinet and trim style. ' 3.3 INSTALLATION A. General: Install fire protection cabinets in locations and at mounting heights indicated or, if not indicated, at heights indicated below: 1. Fire Protection Cabinets: 48 inches above finished floor to top of cabinet. B. Fire Protection Cabinets: Fasten cabinets to structure, square and plumb. 1. Provide inside latch and lock for break-glass panels. 2. Fasten mounting brackets to inside surface of fire protection cabinets, square and plumb. ' C. Identification: Apply vinyl lettering at locations indicated. 3.4 ADJUSTING AND CLEANING A. Remove temporary protective coverings and strippable films, if any, as fire protection cabinets are installed unless otherwise indicated in manufacturer's ' written installation instructions. B. Adjust fire protection cabinet doors to operate easily without binding. Verify that integral locking devices operate properly. C. On completion of fire protection cabinet installation, clean interior and exterior surfaces as recommended by manufacturer. D. Touch up marred finishes, or replace fire protection cabinets that cannot be restored to factory-finished appearance. Use only materials and procedures ' recommended or furnished by fire protection cabinet and mounting bracket manufacturers. E. Replace fire protection cabinets that have been damaged or have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. ' END OF SECTION 104413 104413- 5 of 5 104413 - FIRE PROTECTION CABINETS Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' SECTION 104416 - FIRE EXTINGUISHERS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this ' Section. ' 1.2 SUMMARY A. Section includes portable, hand-carried fire extinguishers. ' B. Related Sections: 1. Division 10 Section "Fire Extinguisher Cabinets." 1.3 SUBMITTALS A. Product Data: For each type of product indicated. Include rating and classification, material descriptions, dimensions of individual components and profiles, and finishes for fire extinguisher. 1.4 QUALITY ASSURANCE A. NFPA Compliance: Fabricate and label fire extinguishers to comply with NFPA 10, Portable Fire Extinguishers. B. Fire Extinguishers: Listed and labeled for type, rating, and classification by an independent testing agency acceptable to authorities having jurisdiction. 1.5 COORDINATION ' A. Coordinate type and capacity of fire extinguishers with fire protection cabinets to ensure fit and function. 104416 - FIRE EXTINGUISHERS 104416- 1 of 3 Project No: 14308 Olympic Vet Clinic Port Angeles, WA PART 2- PRODUCTS ' 2.1 PORTABLE, HAND-CARRIED FIRE EXTINGUISHERS , A. Fire Extinguishers: Type, size, and capacity for each fire protection cabinet indicated. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work ' include, but are not limited to, the following: a. Amerex Corporation. b. Ansul Incorporated; Tyco International Ltd. C. Badger Fire Protection; a Kidde company. d. Buckeye Fire Equipment Company. e. Fire End &Croker Corporation. f. J. L. Industries, Inc.; a division of Activar Construction Products Group. g. Kidde Residential and Commercial Division; Subsidiary of Kidde pie. h. Larsen's Manufacturing Company. i. Moon-American. j. Pem All Fire Extinguisher Corp.; a division of PEM Systems, Inc. ' k. Potter Roemer LLC. I. Pyro-Chem; Tyco Safety Products. 2. Valves: Manufacturer's standard. ' 3. Handles and Levers: Manufacturer's standard. 4. Instruction Labels: Include pictorial marking system complying with NFPA 10, Appendix B. B. Multipurpose Dry-Chemical Type: UL-rated 2-1/2 lbs. nominal capacity, with monoammonium phosphate-based dry chemical in manufacturer's standard enameled container. PART 3- EXECUTION 3.1 EXAMINATION ' A. Examine fire extinguishers for proper charging and tagging. 1. Remove and replace damaged, defective, or undercharged fire t extinguishers. B. Proceed with installation only after unsatisfactory conditions have been corrected. 104416 - FIRE EXTINGUISHERS 104416- 2 of 3 ' Project No: 14308 Olympic Vet Clinic Port Angeles, WA 3.2 INSTALLATION 1 A. General: Install fire extinguishers in locations indicated and in compliance with requirements of authorities having jurisdiction. END OF SECTION 104416 1 i 1 1 1 1 1 1 1 1 1 104416 - FIRE EXTINGUISHERS 104416- 3 of 3 1 Project No: 14308 Olympic Vet Clinic Port Angeles, WA ' SECTION 122413 -ROLLER WINDOW SHADES TIPS: To view non-printing Editor's Notes that provide guidance for editing, click on Masterworks/Single-File Formatting/Toggle/Editor's Notes. To read detailed research,technical information about products and materials, and coordination checklists, click on Masterworks/Supporting Information. ' PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Manually operated roller shades with single rollers. 1.2 ACTION SUBMITTALS ' A. Product Data: For each type of product. B. Samples for selection: For each exposed product and for each color and texture as required for owner selection. 1.3 INFORMATIONAL SUBMITTALS fA. Product certificates. B. Product test reports. 1.4 CLOSEOUT SUBMITTALS A. Operation and maintenance data. ' PART 2- PRODUCTS 2.1 MANUFACTURERS A. Source Limitations: Obtain roller shades from single source from single ' manufacturer. ' 122413 - ROLLER WINDOW SHADES 122413- 1 of 4 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 2.2 MANUALLY OPERATED SHADES WITH SINGLE ROLLERS A. Manufacturers: Subject to compliance with requirements, provide products by ' one of the following: 1. BTX Window Automation Inc. 2. CACO, Inc., Window Fashions. 3. DFB Sales Inc. 4. Draper Inc. ' 5. Hunter Douglas Contract. 6. Insolroll Window Shading Systems. 7. Lutron Electronics Co., Inc. 8. MechoShade Systems, Inc. 9. OEM Shades Inc. 10. Qmotion Shades. 11. Silent Gliss. 12. SM Automatic, Inc. 13. Springs Window Fashions; SWFcontract. B. Chain-and-Clutch Operating Mechanisms: With continuous-loop bead chain and clutch that stops shade movement when bead chain is released; permanently adjusted and lubricated. 1. Chain-Retainer Type: Clip,jamb mount Chain tensioner,jamb mounted . , C. Rollers: Corrosion-resistant steel or extruded-aluminum tubes of diameters and wall thicknesses required to accommodate operating mechanisms and weights and widths of shadebands indicated without deflection. Provide with permanently lubricated drive-end assemblies and idle-end assemblies designed to facilitate removal of shadebands for service. 1. Roller Drive-End Location: Right side of interior face of shade . 2. Direction of Shadeband Roll: Regular, from back(exterior face) of roller . D. Mounting Hardware: Brackets or endcaps, corrosion resistant and compatible with roller assembly, operating mechanism, installation accessories, and mounting location and conditions indicated. E. Roller-Coupling Assemblies: Coordinated with operating mechanism and designed to join up to three inline rollers into a multiband shade that is ' operated by one roller drive-end assembly. F. Shadebands: , 1. Shadeband Material: Light-filtering fabric . 2. Shadeband Bottom (Hem) Bar: Steel or extruded aluminum. ' 122413 - ROLLER WINDOW SHADES 122413- 2 of 4 ' Project No: 14308 Olympic Vet Clinic Port Angeles, WA a. Type: Enclosed in sealed pocket of shadeband material . b. Color and Finish: As selected by Architect from manufacturer's full range . G. Installation Accessories: 1. Front Fascia: Aluminum.extrusion that conceals front and underside of roller and operating mechanism and attaches to roller endcaps without exposed fasteners. 2. Installation Accessories Color and Finish: As selected from ' manufacturer's full range . 2.3 SHADEBAND MATERIALS A. Shadeband Material Flame-Resistance Rating: Comply with NFPA 701 Testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. B. Light-Filtering Fabric: Woven fabric, stain and fade resistant. 1. Source: Roller shade manufacturer . 2. Type: Woven PVC-coated fiberglass and PVC-coated polyester . ' 3. Weave: Basketweave . 4. Orientation on Shadeband: Up the bolt . 5. Openness Factor:As selected by Owner from manufacturer's full range 6. Color: As selected by Owner from manufacturer's full range . i 2.4 ROLLER SHADE FABRICATION A. Product Safety Standard: Fabricate roller shades to comply with WCMA A 100.1 B. Unit Sizes: Fabricate units in sizes to fill window and other openings as follows, measured at 74 deg F: 1. Between (Inside) Jamb Installation: Width equal to jamb-to-jamb dimension of opening in which shade is installed less 1/4 inch per side or 1/2-inch total, plus or minus 1/8 inch . Length equal to head-to-sill or-floor dimension of opening in which shade is installed less 1/4 inch , plus or minus 1/8 inch . C. Shadeband Fabrication: Fabricate shadebands without battens or seams to extent possible, except as follows: 122413 - ROLLER WINDOW SHADES 122413- 3 of 4 Project No: 14308 Olympic Vet Clinic Port Angeles, WA 1. Vertical Shades: Where width-to-length ratio of shadeband is equal to or ' greater than 1:4 Insert ratio, provide battens and seams at uniform spacings along shadeband length to ensure shadeband tracking and alignment through its full range of movement without distortion of the material. 2. Railroaded Materials: Railroad material where material roll width is less than the required width of shadeband and where indicated. Provide battens and seams as required by railroaded material-to produce shadebands with full roll-width panel(s) plus, if required, one partial roll- width panel located at top of shadeband. ' PART 3- EXECUTION 3.1 ROLLER SHADE INSTALLATION A. Install roller shades level, plumb, and aligned with adjacent units according to manufacturer's written instructions. 1. Opaque Shadebands: Located so shadeband is not closer than Insert dimension to interior face of glass. Allow clearances for window operation hardware. B. Electrical Connections: Connect motor-operated roller shades to building t electrical system. C. Adjust and balance roller shades to operate smoothly, easily, safely, and free from binding or malfunction throughout entire operational range. D. Clean roller shade surfaces, after installation, according to manufacturer's t written instructions. E. Replace damaged roller shades that cannot be repaired, in a manner approved by Architect, before time of Substantial Completion. END OF SECTION 122413 122413 - ROLLER WINDOW SHADES 122413- 4 of 4