HomeMy WebLinkAboutM_Project Manual_20221102_v1Renton School District No. 403
Capital Planning and Construction
7812 S 124th Street
Seattle, Washington 98178
PREPARED BY:
Integrus Architecture
117 S. Main St. #100
Seattle, WA 98104
Kennydale Elementary
Security Enclosure
PROJECT MANUAL
28 October 2022
B22005821
RECEIVED
11/02/2022 striplett
BUILDING DIVISION
DIVISION 00
PROCUREMENT AND CONTRACTING
REQUIREMENTS
RENTON SCHOOL DISTRICT NO. 403 SECTION 00 01 10
KENNYDALE ELEMENTARY SECURITY ENCLOSURE TABLE OF CONTENTS
PERMIT DOCUMENTS – 10/28/22 00 01 10 - 1
DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS – not included,
uno
00 01 01 TITLE PAGE
00 01 07 SEALS PAGE
00 01 10 TABLE OF CONTENTS - included
00 11 13 ADVERTISEMENT FOR BIDS
00 21 13 INSTRUCTIONS TO BIDDERS
00 31 00 AVAILABLE PROJECT INFORMATION
00 31 13.16 PRELIMINARY CONSTRUCTION SCHEDULE
00 31 46 PERMITS
00 41 00 BID FORMS
00 41 00a BID FORM
00 43 13.1 BID SECURITY
00 43 13a BID SECURITY FORM
00 52 00.1 AGREEMENT AND GENERAL CONDITIONS FORM
00 52 00.1a AGREEMENT AND GENERAL CONDITIONS FORM - SAMPLE
00 61 13 PERFORMANCE AND PAYMENT BOND
00 61 13a PAYMENT AND PERFORMANCE BOND FORM
00 62 15 CERTIFICATE OF INSURANCE REQUIREMENTS
00 62 16 CERTIFICATE OF INSURANCE FORM
00 62 16a CERTIFICATION OF LIABILITY INSURANCE - SAMPLE
SMALL CONTRACTOR CERTIFICATE OF INSURANCE REQUIREMENTS
ADDITIONAL INSURED – OWNERS, LESSEES OR CONTRACTORS –
SCHEDULED PERSON OR ORGANIZATION
ADDITIONAL INSURED – OWNERS, LESSEES OR CONTRACTORS –
COMPLETED OPERATIONS
WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO
US
PRIMARY AND NONCONTRIBUTORY – OTHER INSURANCE CONDITION
00 73 00 SUPPLEMENTARY CONDITIONS
00 73 00a CONFIRMATION OF BACKGROUND CHECK FORM
00 73 30 NON-DISCRIMINATION POLICY
00 73 30a NON-DISCRIMINATION POLICY STATEMENT
00 73 43.1 PREVAILING WAGE RATE REQUIREMENTS
DIVISION 1 - GENERAL REQUIREMENTS – not included
01 11 00 SUMMARY OF WORK
01 14 00 WORK RESTRICTIONS
01 25 00 SUBSTITUTION PROCEDURES
01 25 00a SUBSTITUTION REQUEST FORM
01 26 00 CONTRACT MODIFICATION PROCEDURES
01 26 00a CHANGE IN THE WORK COST SUMMARY
01 26 00b REQUEST FOR INFORMATION FORM
01 26 00c ORDER FOR A MINOR CHANGE IN THE WORK
01 26 00d CONSTRUCTION CHANGE DIRECTIVE
01 26 00e CHANGE ORDER REQUEST
01 26 00f CHANGE ORDER
RENTON SCHOOL DISTRICT NO. 403 SECTION 00 01 10
KENNYDALE ELEMENTARY SECURITY ENCLOSURE TABLE OF CONTENTS
PERMIT DOCUMENTS – 10/28/22 00 01 10 - 2
01 29 00 PAYMENT PROCEDURES
01 29 00a RETAINED PERCENTAGE ON PUBLIC WORKS CONTRACT FORM
01 29 00b ESCROW AGREEMENT FORM
01 29 00c SUMMARY OF ENTITIES REQUESTING PAYMENT
01 29 73 SCHEDULE OF VALUES
01 31 00 PROJECT MANAGEMENT AND COORDINATION
01 31 19 PROJECT MEETINGS
01 31 26.1 COMMUNICATION PROTOCOLS
01 31 27 ELECTRONIC DOCUMENT REQUEST
01 31 27a ELECTRONIC DOCUMENT REQUEST FORM
01 32 16 CONSTRUCTION PROGRESS SCHEDULE
01 33 00 SUBMITTAL PROCEDURES
01 35 23 OWNER SAFETY REQUIREMENTS
01 35 53 SECURITY PROCEDURES
01 40 00 QUALITY REQUIREMENTS
01 41 00 REGULATORY REQUIREMENTS
01 42 00 REFERENCES
01 45 16.1 FIELD ENGINEERING
01 45 16.13 CONTRACTOR QUALITY CONTROL
01 45 16.13a NOTICE OF NON-COMPLIANCE FORM
01 45 16.13b DAILY WORK LOG FORM
01 50 00 TEMPORARY FACILITIES AND CONTROLS
01 60 00 PRODUCT REQUIREMENTS
01 66 05 OFF-SITE STORED MATERIALS REQUIREMENTS
01 73 00 EXECUTION
01 74 00 CLEANING AND WASTE MANAGEMENT
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
01 74 19a BUILDING OR REMODELING IN KING COUNTY REFERENCE GUIDE
01 74 19b CONSTRUCTION AND DEMOLITION WASTE ACKNOWLEDGEMENT FORM
01 74 19c CONSTRUCTION AND DEMOLITION WASTE DIVERSION FORM
01 77 00 CLOSEOUT PROCEDURES
01 77 00a CERTIFICATE OF SUBSTANTIAL COMPLETION
01 77 00b CONTRACTOR’S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS
01 77 00c CONTRACTOR’S AFFIDAVIT OF RELEASE OF LIENS
01 77 00d CONSENT OF SURETY TO FINAL PAYMENT
01 77 00e SUBCONTRACTOR’S AFFIDAVIT OF PAYMENT FOR LABOR AND
MATERIALS AND FINAL RELEASE AND INDEMNITY AGREEMENT
01 77 00f SUBSTANTIAL COMPLETION CHECKLIST
01 77 00g FINAL COMPLETION CHECKLIST
01 78 23 OPERATION AND MAINTENANCE DATA
01 78 36 WARRANTIES
CONTRACTOR’S WARRANTY
SUBCONTRACTOR’S WARRANTY
01 78 39 PROJECT RECORD DOCUMENTS
01 79 00 DEMONSTRATION AND TRAINING
01 81 19 INDOOR AIR QUALITY
DIVISION 02 – EXISTING CONDITIONS
02 41 00 DEMOLITION
RENTON SCHOOL DISTRICT NO. 403 SECTION 00 01 10
KENNYDALE ELEMENTARY SECURITY ENCLOSURE TABLE OF CONTENTS
PERMIT DOCUMENTS – 10/28/22 00 01 10 - 3
DIVISION 05 – METALS
05 12 00 STRUCTURAL STEEL FRAMING
05 40 00 COLD FORMED METAL FRAMING
05 50 00 METAL FABRICATIONS
DIVISION 06 – WOOD PLASTICS AND COMPOSITES
06 10 00 ROUGH CARPENTRY
DIVISION 07 – THERMAL AND MOISTURE PROTECTION
07 92 00 JOINT SEALANTS
DIVISION 08 – OPENINGS
08 12 13 HOLLOW METAL FRAMES
08 13 13 HOLLOW METAL DOORS
08 14 16 FLUSH WOOD DOORS
08 44 13 GLAZED ALUMINUM CURTAIN WALLS
08 71 00 DOOR HARDWARE
08 80 00 GLAZING
DIVISION 09 – FINISHES
09 21 16 GYPSUM BOARD ASSEMBLIES
09 68 16 CARPETING
09 91 23 PAINTING AND COATING
DIVISION 21 – FIRE SUPPRESSION – SEE NOTES ON SHEET E-001
DIVISION 26 – ELECTRICAL
26 00 10 ELECTRICAL PROVISIONS
26 00 50 BASIC ELECTRICAL MATERIALS AND METHODS
26 05 19 WIRE AND CABLE (600V AND LESS)
26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
26 05 33 RACEWAY AND BOXES
26 24 16 PANELBOARDS
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY
28 13 00 ACCESS CONTROL SYSTEM
END OF SECTION
DIVISION 02
EXISTING CONDITIONS
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 02 41 00
DEMOLITION
PERMIT DOCUMENTS -10/28/22 02 41 00 - 1
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Selective demolition of building elements for alteration purposes.
1.Demolishing designated building equipment and fixtures.
2.Demolishing designated construction.
3.Cutting and alterations for completion of the Work.
4.Removing designated items for reuse or Owner’s retention.
5.Protecting items designated to remain.
6.Removing demolished materials.
1.02 REFERENCE STANDARDS
A.29 CFR 1926 -Safety and Health Regulations for Construction Current Edition.
B.NFPA 241 -Standard for Safeguarding Construction,Alteration,and Demolition Operations
2022.
1.03 SUBMITTALS
A.Refer to Section 013300 -Submittal Procedures.
B.Demolition Plan: Submit demolition plan as specified by OSHA and local authorities.
1.Indicate extent of demolition,removal sequence,bracing and shoring,and location and
construction of barricades and fences.
2.Include a summary of safety procedures.
3.Revise as necessary after review by A/E and Owner.Do not proceed until approved plan
is received.
C.Project Record Documents:Accurately record actual locations of capped and active utilities and
subsurface construction.
1.04 QUALITY ASSURANCE
A.Demolition Firm Qualifications: Company specializing in the type of work required.
1.Minimum of 3years of experience on projects of similar size,complexity and scope and
with service facilities within 50 miles of Project.
1.05 PROJECT CONDITIONS
A.The Contractor is responsible for the safety of his workmen and shall follow all WISHA rules
and regulations. The Contractor shall provide respirators when recommended or required.
B.Conduct demolition to minimize interference with adjacent buildings that are to remain in
operation.
C.Notify Architect/Engineer immediately if existing conditions differ from shown on construction
documents.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 02 41 00
DEMOLITION
PERMIT DOCUMENTS -10/28/22 02 41 00 - 2
1.06 SCHEDULING
A.Schedule Work to coincide with new construction.
B.Cooperate with Owner in scheduling noisy operations and waste removal that may impact
Owners operation and activities in adjoining spaces.
C.Coordinate utility and building service interruptions with Owner.
1.Do not disable or disrupt building fire or life safety systems without three days prior written
notice to Owner and AHJ.
2.Schedule tie-ins to existing systems to minimize disruption.
3.Coordinate Work to ensure fire sprinklers,fire alarms,smoke detectors,emergency
lighting,exit signs and other life safety systems remain in full operation in occupied areas.
1.07 PRE-DEMOLITION MEETINGS
A.Convene minimum one week prior to commencing work of this section.
B.Review with Owner’s Representative and building occupants the approved Demolition
Schedule. Discuss closures,shutdowns and operational impacts.
PART 2 PRODUCTS --NOT USED
PART 3 EXECUTION
3.01 GENERAL PROCEDURES AND PROJECT CONDITIONS
A.Comply with applicable codes and regulations for demolition operations and safety of adjacent
structures and the public.
1.Obtain required permits.
2.Take precautions to prevent catastrophic or uncontrolled collapse of structures to be
removed;do not allow worker or public access within range of potential collapse of
unstable structures.
3.Provide,erect,and maintain temporary barriers and security devices.
4.Conduct operations to minimize effects on and interference with adjacent structures and
occupants.
5.Do not close or obstruct roadways or sidewalks without permit.
6.Conduct operations to minimize obstruction of public and private entrances and exits;do
not obstruct required exits at any time;protect persons using entrances and exits from
removal operations.
7.Obtain written permission from owners of adjacent properties when demolition equipment
will traverse,infringe upon or limit access to their property.
B.Do not begin removal until receipt of notification to proceed from Owner.
C.Do not begin removal until built elements to be salvaged or relocated have been removed.
D.Protect existing structures and other elements that are not to be removed.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 02 41 00
DEMOLITION
PERMIT DOCUMENTS -10/28/22 02 41 00 - 3
1.Provide bracing and shoring.
2.Prevent movement or settlement of adjacent structures.
3.Stop work immediately if adjacent structures appear to be in danger.
E.Minimize production of dust due to demolition operations;do not use water if that will result in
ice,flooding,sedimentation of public waterways or storm sewers,or other pollution.
F.If hazardous materials are discovered during removal operations,stop work and notify Architect
and Owner;hazardous materials include regulated asbestos containing materials,lead,PCB's,
and mercury.
G.Perform demolition in a manner that maximizes salvage and recycling of materials.
1.Comply with requirements of Section 01 74 19 -Waste Management and Disposal.Se
2.Dismantle existing construction and separate materials.
3.Set aside reusable,recyclable,and salvageable materials;store and deliver to collection
point or point of reuse.
H.Sprinkle Work with water to minimize dust.Provide hoses and water connections for this
purpose.Comply with local Authority Having Jurisdiction (AHJ)requirements.
I.Do not burn or bury materials on site.Leave site in clean condition.
3.02 SELECTIVE DEMOLITION FOR ALTERATIONS
A.Drawings showing existing construction and utilities are based on casual field observation and
existing record documents only.
1.Verify that construction and utility arrangements are as indicated.
2.Report discrepancies to Architect before disturbing existing installation.
3.Beginning of demolition work constitutes acceptance of existing conditions that would be
apparent upon examination prior to starting demolition.
B.Separate areas in which demolition is being conducted from other areas that are still occupied.
1.Provide,erect,and maintain temporary dustproof partitions of construction.
2.Provide sound retardant partitions of construction indicated on drawings in locations
indicated on drawings.
C.Maintain weatherproof exterior building enclosure except for interruptions required for
replacement or modifications;take care to prevent water and humidity damage.
D.Remove existing work as indicated and as required to accomplish new work.
1.Remove items indicated on drawings.
E.Services: Remove existing systems and equipment as indicated.
1.Maintain existing active systems that are to remain in operation;maintain access to
equipment and operational components.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 02 41 00
DEMOLITION
PERMIT DOCUMENTS -10/28/22 02 41 00 - 4
2.Where existing active systems serve occupied facilities but are to be replaced with new
services,maintain existing systems in service until new systems are complete and ready
for service.
3.Verify that abandoned services serve only abandoned facilities before removal.
4.Remove abandoned pipe,ducts,conduits,and equipment;remove back to source of
supply where possible,otherwise cap stub and tag with identification.
F.Protect existing work to remain.
1.Prevent movement of structure;provide shoring and bracing if necessary.
2.Perform cutting to accomplish removals neatly and as specified for cutting new work.
3.Repair adjacent construction and finishes damaged during removal work.
4.Patch as specified for patching new work.
G.Provide appropriate temporary signage,including signage for exit or building egress.
H.Do not close or obstruct building egress path.
I.Do not disable or disrupt building fire or life safety systems without [3]days prior written notice
to Owner.
3.03 SALVAGE REQUIREMENTS
A.Coordinate with Owner to identify building components and equipment required to be removed
and delivered to Owner.
B.Tag components and equipment Owner designates for salvage.
C.Protect designated salvage items from demolition operations until items can be removed.
D.Carefully remove building components and equipment indicated to be salvaged or re-used.
E.Disassemble as required to permit removal from building.
F.Package small and loose parts to avoid loss.
G.Mark equipment and packaged parts to permit identification and consolidation of components of
each salvaged item.
H.Prepare assembly instructions consistent with disassembled parts.Package assembly
instructions in protective envelope and securely attach to each disassembled salvaged item.
I.Deliver salvaged items to Owner.Obtain signed receipt from Owner.
3.04 DEBRIS AND WASTE REMOVAL
A.Remove debris,junk,and trash from site.
B.Remove from site all materials not to be reused on site;do not burn or bury.
C.Leave site in clean condition,ready for subsequent work.
D.Remove temporary Work.
END OF SECTION 02 41 00
DIVISION 05
METALS
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 05 12 00
STRUCTURAL STEEL FRAMING
PERMIT DOCUMENTS -10/28/22 05 12 00 - 1
PART 1 GENERAL
1.01 SUMMARY
A.Section Includes:
1.Structural steel framing members.
2.Fasteners,connectors,and anchors.
1.02 REFERENCES
A.American Society for Testing and Materials:
1.ASTM A36/A36M -Standard Specification for Carbon Structural Steel.
2.ASTM A53/A53M -Standard Specification for Pipe,Steel,Black and Hot Dipped,Zinc
Coated,Welded and Seamless.
3.ASTM A123/A123M -Standard Specification for Zinc (Hot Dip Galvanized)Coatings on
Iron and Steel Products.
4.ASTM A307 -Standard Specification for Carbon Steel Bolts,Studs,and Threaded Rod 60
000 PSI Tensile Strength.
5.ASTM A500/A500M -Standard Specification for Cold-Formed Welded and Seamless
Carbon Steel Structural Tubing in Rounds and Shapes.
6.ASTM A572/A572M -Standard Specification for High Strength Low Alloy Columbium
Vanadium Structural Steel.
7.ASTM A588/A588M -Standard Specification for High-Strength Low-Alloy Structural Steel,
up to 50 ksi Minimum Yield Point,with Atmospheric Corrosion Resistance.
8.ASTM A780/A780M -Standard Practice for Repair of Damaged and Uncoated Areas of
Hot-Dip Galvanized Coatings.
9.ASTM A992/A992M -Standard Specification for Structural Steel Shapes.
10.ASTM F436/F436M -Standard Specification for Hardened Steel Washers.
11.ASTM F1554 -Standard Specification for Anchor Bolts,Steel,36,55,and 105-ksi Yield
Strength.
12.ASTM F3125/F3125M -Standard Specification for High Strength Structural Bolts,Steel
and Alloy Heat Treated,120 and 105ksi Minimum Tensile Strength,Inch and Metric
Dimensions.
B.American Welding Society:
1.AWS A2.4 -Standard Symbols for Welding,Brazing,and Nondestructive Examination.
2.AWS D1.1 -Structural Welding Code -Steel.
3.AWS D1.3 -Structural Welding Code -Sheet Steel.
4.AWS D1.8 -Structural Welding Code -Seismic Supplement.
C.Research Council on Structural Connections:
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 05 12 00
STRUCTURAL STEEL FRAMING
PERMIT DOCUMENTS -10/28/22 05 12 00 - 2
1.RCSC -Specification for Structural Joints Using ASTM F3125/F3125M Bolts.
D.SSPC:The Society for Protective Coatings:
1.SSPC -Painting Manual.
2.SSPC Paint 15 -Steel Joist Shop Primer/Metal Building Primer.
3.SSPC SP 1 -Solvent Cleaning.
4.SSPC SP 2 -Hand Tool Cleaning.
5.SSPC SP 3 -Power Tool Cleaning.
1.03 SUBMITTALS
A.Section 013300 -Submittal Procedures:Requirements for submittals.
B.Shop Drawings:
1.Indicate profiles,sizes,spacing,and locations of structural members,openings,
attachments,and fasteners. Include erection drawings,elevations and details where
applicable,showing shipping piece marks. Reference pieces on drawings to applicable
design details. Drawings to be on a 24"x 36"minimum sheet size.
2.Connections.
3.Cambers.
4.Indicate welded connections with AWS A2.4 welding symbols. Indicate net weld lengths.
C.Manufacturer's Mill Certificate: Certify that Products meet or exceed specified requirements.
D.Mill Test Reports: Submit indicating structural strength,destructive and non-destructive test
analysis.
E.Shop Certificate: Submit a copy of a certificate indicating that the fabrication shop complies
with “Approved Fabricator”requirements of the Building Official to the Architect.
F.Non-Approved Fabricator: Submit copies of special inspection reports to the Architect.
G.Welders Certificates:
1.Job Site: Certify welders employed on the Work before work commences. Verify WABO
or AWS qualification within the previous 6 months. Submit certificates to Welding Special
Inspector and Architect for approval. Welders added after job in progress must also be
approved by Special Inspector prior to admittance on job site.
2.Fabricators: Welders employed shall be WABO/AWS certified. Verify qualifications within
the previous 6 months. Submit certificates to Welding Special Inspector and Architect for
approval.
1.04 QUALITY ASSURANCE
A.Fabricate structural steel members in accordance with AISC Code of Standard Practice. Shop
must be AISC certified or meet Non-certified conditions below.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 05 12 00
STRUCTURAL STEEL FRAMING
PERMIT DOCUMENTS -10/28/22 05 12 00 - 3
B.AISC and WABO Certified Fabricator: Special Inspection per IBC Section 1704 shall not be
required when the work is done on the premises of an AISC certified fabricator,when the shop
has approved NDT testing procedures in place.When a shop does not have NDT testing
procedures in place,then Special Inspection for those welds are required by Section 1704. An
AISC certified fabricator shall either be registered and approved by the Building Official to
perform such work without Special Inspection,and have a current certification to the AISC
Certification Program for Structural Steel Fabricators,Standard for Steel Building Structures.
Fabricators meeting these requirements are still required to pass an initial shop audit by the
special inspector.
C.Non-AISC Certified Fabricator: Special inspection per IBC Section 1704 shall be required when
work is completed on the premises of a non-AISC certified fabricator. Special inspector shall
meet qualifications per IBC Section 1704.2.1 and be approved by local jurisdiction. Cost of
special inspections required due to non-AISC certification shall be borne by the contractor.
D.Erector: Company specializing in performing the work of this section with minimum five years’
experience.
E.Visual special inspection of welds shall be done by an I.B.C./W.A.B.O.certified welding
inspector. Non-destructive weld testing (N.D.T.)shall be done by a Level III certified individual.
F.Non-Destructive testing and continuous visual special inspection to be done on all special
moment resisting and full penetration welds as noted on drawings. Cost to be by the Owner.
Non-destructive testing type to be magnetic particle (MT)or ultrasonic testing (UT). Testing to
be done per A.W.S.code. Extent to be as indicated on the drawings. Acceptance criteria to be
per AWS D1.1 and D1.8 (latest version). Costs for re-testing of welds to be deducted from
contract payment to Contractor.
G.Pre-Installation Meeting:
1.Under provisions of Section 013113.
2.Contractor to convene a preconstruction meeting 1 week prior to erection of structural
steel. Parties in attendance to be the General Contractor,Architect,Engineer,Fabricator,
Erector and Special Inspector.
1.05 FIELD MEASUREMENTS
A.Verify field measurements shown on Drawings,shop drawings and manufacturer's instructions.
PART 2 PRODUCTS
2.01 STRUCTURAL STEEL FRAMING MEMBERS
A.Provide as noted on the Structural Drawings and specified herein.
B.Structural Steel Members: Wide Flange Shapes; ASTM A709 or A992,Fy =50 ksi.
1.Other structural shapes: ASTM A572 or A588,Fy =50 ksi.
C.Structural T-Shapes:Cut from structural W-shapes,M-shapes or S-shapes.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 05 12 00
STRUCTURAL STEEL FRAMING
PERMIT DOCUMENTS -10/28/22 05 12 00 - 4
D.Channels and Angles:ASTM A36,Fy=36 ksi.
E.Hollow Structural Section:
1.Rectangular or Square: ASTM A500,Grade C,Fy =50 ksi.
2.Round:ASTM A500,Grade C,Fy =46 ksi.
F.Pipe:ASTM A53,Grade B,Fy =35ksi.
2.02 FASTENERS,CONNECTORS,AND ANCHORS
A.Erection Bolts:ASTM A307,Grade B.
B.Hardened Steel Washers:ASTM F436.
C.Screw Anchors (1 piece carbon steel threaded bolt for concrete or masonry):
D.Adhesive Anchor:
1.Refer to Section 031000 -Concrete Forming and Accessories.
2.03 ANCHOR RODS
A.Product Description: For embedding into concrete and masonry.
B.ASTM F1554,Grade 55,Supplementary Requirement S1,(Weldable).
C.Welding Materials: E70XX type or as otherwise required for materials being welded.
2.04 FINISHES
A.Standard Shop and Touch-Up Primer: SSPC Paint 15,Type 1. Refer to Section 2.10.A.
B.Special Finishes: Provide bolts,nuts and washers with cadmium plated or hot dipped
galvanized finish where connection is likely to be exposed to weather or moisture. Coating type
to match material fastened.
2.05 FABRICATION
A.General:
1.Fabricate items in accord with AISC Specifications and as indicated on final shop
drawings;provide camber in structural members where indicated. Camber to have
tolerance of minus zero plus one-eighth inch for each 10 feet of member length. Place
natural camber for beams up.
2.The ends of all steel columns shall be plain and cut square with all burrs removed.
3.Properly mark,match-mark materials for field assembly;fabricate for delivery sequence
which will expedite erection,minimize field handling.
4.Furnish templates,other devices as necessary for presetting bolts and other anchors to
accurate locations.
5.There shall be no square cut reentrant corners. All reentrant corners to have a minimum 1
inch radius.
6.Furnish threaded studs,nuts,bolts,bent plates,and other specialty items welded to
framing members as required for securing other work to members.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 05 12 00
STRUCTURAL STEEL FRAMING
PERMIT DOCUMENTS -10/28/22 05 12 00 - 5
7.Where exposed to view,continuously seal between intermittent welds with plastic filler. If
material is to be hot dip galvanized,use 3/16"continuous fillet weld instead of plastic filler.
8.Use A307 bolts for erection purposes only. Refer to S001,Structural General Notes.
B.Welding (Refer to PART 3 -EXECUTION):
1.For welded construction,comply with the AWS Code for procedures,pre-qualifications,
quality of welds,and for methods used in correcting welding work. Grind exposed welds
smooth.
2.Weld per AWS D1.1,D1.3 and D1.8 cold weather technique when ambient air
temperature is less than 40ºF.
3.Welding processes other than shielded metal arc and submerged may be used provided
procedure pre-qualification tests in accordance with the American Welding Society are
made for the intended application of any such process.
4.Welds not specified shall be continuous fillet welds,using not less than the minimum fillet
as specified by AISC,for 3/16"plates or thicker.
5.Assemble and weld built-up sections by methods which will produce true alignment of
axes without warp.
C.Holes:
1.Provide holes for work as required for securing other work to framing members and for
passage of other work through framing members.
2.Holes as required,shall be drilled or punched and reamed;burning of holes or use of drift
pins not permitted. Do not heat members for bending.
D.Unless otherwise indicated,continuously seal joined members by continuous welds. Grind
exposed welds smooth.
E.Where a connection is noted as slip critical,facing surfaces shall be prepared per RCSC
Specification,for Structural Joints using ASTM F3125/F3125M bolts,Section 3.2.2. Unless
noted otherwise,prep for Class A.
2.06 FINISH
A.Shop prime with standard primer,structural steel surfaces at interior of buildings to be finish
painted. Surfaces to be field welded,paint free and 2"back from weld areas. Primer to be
compatible with finish paint. Refer to Section 099000 -Painting and Coating.
B.Enclosed structural steel does not need primer,unless it is to be finish painted. Use surface
prep SSPC 1 and 3 at areas to be welded.
C.Prepare structural component surfaces needing primer in accordance with SSPC SP-1,2 and
3.
D.Do not prime surfaces in contact with concrete. Do not prime surfaces that will be spray
fireproofed. Prepare surfaces to be spray fireproofed per SSPC 1 and 2.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 05 12 00
STRUCTURAL STEEL FRAMING
PERMIT DOCUMENTS -10/28/22 05 12 00 - 6
E.Galvanize all steel members exposed to weather as indicated after fabrication to ASTM A123.
Provide galvanized coating thickness per ASTM A123. Do not “quench”the galvanized coating
where painting the steel is specified. Section 099000 -Painting and Coating for cleaning and
painting of exterior galvanized steel.
1.Plug exposed to view or moisture holes using tapered zinc filler plugs.
2.07 SOURCE QUALITY CONTROL AND TESTS
A.Testing and analysis of components will be performed under provisions of Section 014000 -
Quality Requirements and the General Notes and Special Inspection Drawings.
B.Hot Dip Galvanized members to meet ASTM Material Fabrication Tolerances,and AISC Code
of Standard Practice Tolerances for straightness before shipping to erection site.
PART 3 EXECUTION
3.01 EXAMINATION
A.Verify that field conditions are acceptable and are ready to receive work.
B.Beginning of installation means erector accepts existing conditions.
3.02 ERECTION
A.Allow for erection loads,and for sufficient temporary bracing to maintain structure safe,plumb,
and in true alignment until completion of erection and installation of permanent bracing.
B.Install thread rods in adhesive anchor and expansion bolts per manufacturer’s requirements.
Size and location per drawings.Holes must be blown out with compressed air or vacuumed out.
Special inspection is required per general notes on drawings.
C.Coordinate placement of cast-in-place embeds and anchor rods. Set anchor rods with a wood
or steel template,securely attached to form work or reinforcing. Also,securely attach embed
items. Verify accuracy of position before placing concrete.
D.Install Columns;set leveling nuts,and plumb with plastic (not steel)shims or leveling nuts.
Tighten anchor rods after supported members have been positioned,plumbed. Nick anchor
rod threads or apply Lock Tite to prevent loosening.
E.Unless noted,use load indicator high strength bolts and F-436 washers for all connections.
Tighten bolts in accordance with AISC and manufacturer's recommendations. Where
conditions do not allow load indicator bolts,use A325 bolts with load indicator washers and
heavy hex nuts.
F.Install bolts in concrete or CMU per manufacturer's requirements (expansion bolt,wedge bolt or
epoxy anchored type).
G.Welding:
1.For welded construction,comply with AWS Code for procedures,pre-qualifications,quality
of welds,and for methods used in correcting welding work. Grind exposed welds smooth.
2.Weld filler metal to conform to AWS D1.1 and D1.8 for demand critical welds.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 05 12 00
STRUCTURAL STEEL FRAMING
PERMIT DOCUMENTS -10/28/22 05 12 00 - 7
3.Weld per AWS D1.1,D1.3 and D1.8 cold weather technique when ambient air
temperature is less than 40°F.
4.Welding processes other than shielded metal arc and submerged may be used provided
procedure pre-qualification tests in accordance with the American Welding Society are
made for the intended application of any such process.
5.Welds not specified shall be continuous fillet welds,using not less than the minimum fillet
as specified by AISC,for 3/16"plates or thicker.
6.Assemble and weld built-up sections by methods which will produce true alignment of
axes without warp.
7.Weave welds are to be pre-qualified.
8.Field weld components indicated on Drawings. Minimum length of field fillet weld: 4
inches and minimum size of weld per AISC or as noted on drawing. All welds are to be
thoroughly defluxed by the welder. Wipe weld clean,wash with mild acid solution and
rinse with clean water within 48 hours of completing weld. Call for special inspection after
welds are washed. Prime paint field welds within 24 hours of approved inspection.
H.Do not field cut or alter structural members (Field Bending)without approval of
Architect/Engineer.
I.Splice members only where indicated and accepted on shop and construction drawings.
J.Carry framing up true and plumb accurately assembled to lines and elevations indicated. Align
and adjust members forming a complete frame or structure before securely fastening.
K.Fasten splices in compression members after abutting surfaces have been brought completely
into contact. Clean bearing surfaces before assembling.
L.Touch up or repair dings,dents or other damage which occurs during the erection process,
apply primer with a brush. Refer to Section 099000.
M.Galvanizing Touch Up:For galvanized materials that have been damaged,or where
galvanizing has been removed for erection procedures,follow ASTM A780 guidelines. Apply 2
brush coats of organic zinc cold galvanizing compound,12 hours apart minimum. Dry coat
thickness to be 1.5 mils min.,verified by Special Inspector.
N.All O.S.H.A.safety regulations must be adhered to.
3.03 ERECTION TOLERANCES
A.Maximum Variation From Plumb:1/4 inch per story,non-cumulative.
B.Maximum Offset From True Alignment:1/4 inch.
3.04 FIELD QUALITY CONTROL
A.Field inspection will be performed under provisions of Section 014000 -Quality Requirements
and special inspection requirements on Structural General Notes and Special Inspection sheet.
B.Scope of field inspection and tests as indicated on Drawings and as required by code.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 05 12 00
STRUCTURAL STEEL FRAMING
PERMIT DOCUMENTS -10/28/22 05 12 00 - 8
END OF SECTION 05 12 00
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 05 40 00
COLD FORMED METAL FRAMING
PERMIT DOCUMENTS -10/28/22 05 40 00 - 1
PART 1 GENERAL
1.01 SUMMARY
A.Section includes:
1.Load bearing steel studs
2.Accessories.
1.02 SUBMITTALS
A.Submit shop drawings,product data and manufacturer’s installation instructions under
provisions of Section 013300 -Submittal Procedures.
B.Indicate on shop drawings,component details,framed openings,bearing,anchorage,loading,
welds,type and location of fasteners and accessories or items required of other related work.
C.Design Calculations: Refer to General Notes in Structural Drawings.
D.Describe method for securing studs to tracks and for bolted and welded framing connections.
E.Provide product data on standard framing members. Describe materials,finish,and product
criteria.
F.Welders'Certificates: Submit copies of certificates of certified welders employed on the Work,
verifying WABO qualification within the previous 6 months. Submit certificates to welding
Special Inspector and Architect for approval prior to admittance on job site.
1.03 QUALITY ASSURANCE
A.Manufacturer:Company specializing in structural framing components and be current members
of the Steel Stud Manufacturers Association (SSMA)or the Steel Framing Industry Association
(SFIA).
B.Calculate structural properties of framing members in accordance with AISI S100 NAS
requirements.
C.Perform Work according to following:
1.Framing: AISI S100 NAS and AISI S240 and ASTM C955,Section 8.
2.Lateral Design:AISI S213.
PART 2 PRODUCTS
2.01 SYSTEM DESCRIPTION
A.Size components as noted on Structural Drawings.
B.Wall and support system to provide for movement of components without damage,failure of
joint seals,undue stress on fasteners,or other detrimental effects when subject to seasonal or
cyclic day/night temperature ranges.
C.System to accommodate construction tolerances,deflection of building structural members and
clearances of intended openings.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 05 40 00
COLD FORMED METAL FRAMING
PERMIT DOCUMENTS -10/28/22 05 40 00 - 2
2.02 ACCEPTABLE MANUFACTURERS
A.Cemco,263 South Covina Lane,City of Industry,CA 91744.
B.Clark Dietrich,9050 Centre Pointe Drive,Suite 400,West Chester,OH 45069.
C.Scafco Corporation,6212 East Main Avenue,PO Box 11215,Spokane,WA 99211-1215.
D.Steeler,Inc.,10023 Martin Luther King Way South,Seattle,WA 98178.
E.Substitutions under provisions of Section 012500 –Substitution Procedures.
2.03 FRAMING MATERIALS
A.Studs:ASTM A653,galvanized,Grade D for 75 and 60 mils (14 and 16 gage metal,)Grade A
for 48 and 36 mils (18 and 20 gage)metal sheet steel,formed to channel shape,punched web.
Gages and sizes as shown on Structural Drawings.
B.Joists and Purlins:ASTM A653,galvanized,Grade D for 75 and 60 mils (14 and 16 gage
metal,)Grade A for 48 and 36 mils (18 and 20 gage)metal sheet steel,formed to channel
shape,solid web. Gages and sizes as shown on Structural Drawings.
C.Track:Formed sheet steel;galvanized,channel shaped;same width as studs,tight fit;solid
web (un-punched). Gage and sizes as shown on Structural Drawings.
D.Deflection Track Systems
1.Slip Track:“SLP-TRK”by Sliptrack Systems,Inc.-(888)475-7875.ICC ESR-1042.
2.SCAFCO Slotted track IAPMO UES-0283
2.04 ACCESSORIES
A.Bracing,Furring,Bridging:Formed sheet steel,thickness determined for conditions
encountered,manufacturer’s standard shapes,same finish as framing members.
B.Plates,Gussets,Clips:Formed sheet steel,thickness determined for conditions encountered,
manufacturer’s standard shapes,same finish as framing members. Slide clips to be as shown
on drawings. Manufacturers:Clark Dietrich,Scafco or as recommended by framing materials
manufacturer.
C.Touch up Paint:SSPC Paint 20,Type I or II
D.Welding Electrodes:AWS D1.3;type required for materials being welded
2.05 FASTENERS
A.Self-drilling,Self-tapping Screws:Non-corrosive,ASTM C954,ASTM C1513.
B.Powder driven fasteners:Lengths and sizes as required.
C.Welding:In conformance with AWS D1.3/D1.3M.
D.Expansion Bolts: Bolts,nuts and washers shall be in lengths as noted on drawings:
1.Acceptable Manufacturers:
a.Simpson Strong Tie Co.;Strong-Bolt 2
b.DeWalt -Power-Stud +SD2
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 05 40 00
COLD FORMED METAL FRAMING
PERMIT DOCUMENTS -10/28/22 05 40 00 - 3
c.Hilti;Kwik Bolts T-Z.
d.Substitutions under provisions of Section 012500 –Substitution Procedures.
e.Use subject to approval by ICC.
E.Washers:FS FF-W-92 carbon steel type,non-corrosive.
F.Adhesive Anchor:Two-part,self-mixing,cartridge type epoxy adhesive for anchoring rebar.
1.Acceptable Manufacturers:
a.Simpson Strong Tie;“SET-XP Epoxy.”
b.DeWalt,“Pure110+.”
c.Redhead;“C6+.”
d.Hilti;“Hit-RE 500-V3.”
e.Substitutions under provisions of Section 012500 –Substitution Procedures.
G.Anchor Rods:ASTM F1554,Grade 55 typical,Grade 105 at BRB columns.Supplementary
Requirement S1,(Weldable).
H.Screw Anchors (1 piece carbon steel threaded bolt for concrete):
1.Simpson Strong Tie-Co.;Titen HD.
2.DeWalt Screw Bolt+.
3.DeWalt,Snake+.
4.Hilti,Inc.;KH-EZ.
5.Substitutions under provisions of Section 012500 –Substitution Procedures.
2.06 FABRICATION
A.Fabricate assemblies of framed sections of sizes and profiles required;with framing members
fitted,reinforced,and braced to suit design requirements.
B.Fit and assemble in largest practical sections for delivery to site,ready for installation.
C.Fabrication Tolerances:In accordance with ASTM C955.
2.07 FINISHES
A.Galvanizing:ASTM A653,G60 typical;G90 for exterior application coating class.
B.Primer:Zinc rich type,touch-up for galvanized surfaces.
PART 3 EXECUTION
3.01 INSPECTION
A.Verify that substrate surfaces and building framing components are ready to receive work.
B.Beginning of installation means acceptance of existing conditions.
3.02 ERECTION OF STUDDING
A.Install components in accordance with manufacturer’s instructions.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 05 40 00
COLD FORMED METAL FRAMING
PERMIT DOCUMENTS -10/28/22 05 40 00 - 4
B.All exterior studs and studs backing veneer are to be 6"x 48 mil (18 gage)galvanized minimum
unless noted otherwise on drawings.
C.Align floor and ceiling tracks;locate to wall layout. Secure in place with fasteners or by welding
at maximum 16 inches oc.
D.Place studs at spacing shown and not more than 2 inches from abutting walls and at each side
of openings.Connect studs to tracks using fastener or welding method,unless indicated
otherwise.
E.Construct corners using minimum three studs.Double stud wall openings,door jambs and
window jambs.
F.Erect load bearing studs one piece full length.Splicing of studs is not permitted.
G.Erect load bearing studs,brace,and reinforce to develop full strength,to achieve design
requirements.
H.Fully seat axial loaded studs in receiving tracks maximum 1/16 inch gap between stud and
track web.
I.Refer to Drawings for locations of partitions extending to ceiling only,and partitions extending
through ceiling to structure above.
J.Coordinate placement of insulation in multiple stud spaces made inaccessible after erection.
K.Install intermediate studs above and below openings to align with wall stud spacing.
L.Install studs with deflection allowance in stud track,directly below horizontal building framing at
non-load bearing framing. For rated walls use “SLP-TRK”or approved equal.
M.Attach cross studs or furring channels to studs for attachment of fixtures anchored to walls.
N.Install framing between studs for attachment of mechanical and electrical items,and to prevent
stud rotation.
O.Touch-up field welds and damaged galvanized primed surfaces with organic zinc rich primer to
match shop coating.
P.Complete framing ready to receive finish and sheathing.
3.03 ERECTION TOLERANCES
A.Section 014000 -Quality Requirements: Tolerances
B.Maximum Variation from True Position:½inch,non-cumulative.
C.Maximum Variation of any Member from Plane:1/4 inch,non-cumulative.
END OF SECTION 05 40 00
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 05 50 00
METAL FABRICATIONS
PERMIT DOCUMENTS -10/28/22 05 50 00 - 1
PART 1 GENERAL
1.01 SUMMARY
A.Section Includes:
1.Bollards.
B.Related Sections:
1.Division 26 -Electrical.
1.02 SUBMITTALS
A.Section 013300 -Submittal Procedures:Requirements for submittals.
B.Shop Drawings:Indicate profiles,sizes,connection attachments,reinforcing,anchorage,size
and type of fasteners and accessories.Include erection drawings,elevations and details where
applicable.
1.03 DELIVERY,STORAGE,AND HANDLING
A.Section 016100 -Common Product Requirements:Requirements for transporting,handling,
storing,and protecting products.
B.Inspection:Accept metal fabrications on-Site in labeled shipments.Inspect for damage.
C.Protect metal fabrications from damage by exposure to weather or by ground contact.
PART 2 PRODUCTS
2.01 BOLLARDS
A.Pipe Bollards with ADA Door Push Buttons.
1.Basis of Design: Pedestalpro.
2.6 1/2 inch round 304 stainless steel (#4 finish)with welded front slant angle top. Surface
mount box with switch for wireless RF transmission.
3.Standard access cover.
4.Hardware: As recommended by manufacturer.
5.In-ground mounting.
6.Mount card readers to bollards at locations indicated on electrical drawings.
7.Provide recessed flat area sized to accommodate all device attachments required.
2.02 FABRICATION
A.Fit and shop assemble items in largest practical sections for delivery to Site.
B.Fabricate items with joints tightly fitted and secured.
C.Supply components required for anchorage of fabrications.Fabricate anchors and related
components of same material and finish as fabrication,except where specifically noted
otherwise.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 05 50 00
METAL FABRICATIONS
PERMIT DOCUMENTS -10/28/22 05 50 00 - 2
PART 3 EXECUTION
3.01 EXAMINATION
A.Section 013100 -Project Management and Coordination:Requirements for installation
examination.
B.Verify field conditions are acceptable and are ready to receive Work.
3.02 INSTALLATION
A.Install items plumb and level,accurately fitted and free from distortion or defects.
B.Obtain approval of Architect/Engineer prior to Site cutting or making adjustments not
scheduled.
END OF SECTION 05 50 00
DIVISION 06
WOOD, PLASTICS, AND COMPOSITES
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 06 10 00
ROUGH CARPENTRY
PERMIT DOCUMENTS -10/28/22 06 10 00 - 1
PART 1GENERAL
1.01 SUMMARY
A.Section includes:
1.Lumber materials.
2.Wood panel products.
3.Concealed wood blocking.
1.02 REFERENCES
A.APA -The Engineered Wood Association:
1.APA -Plywood Design Specification,including supplements.
2.APA AFG-01 -Adhesives for Field-Gluing Plywood to Wood Framing.
B.APA PS 1 -Voluntary Product Standard -Structural Plywood
C.ASTM International:
1.ASTM A153 -Standard Specification for Zinc Coating (Hot Dip)on Iron and Steel
Hardware.
2.ASTM A653 -Standard Specification for Steel Sheet,Zinc Coated (Galvanized)or Zinc
Iron Alloy-Coated (Galvannealed)by the Hot Dip Process.
3.ASTM B695 -Standard Specification for Coatings of Zinc Mechanically Deposited on Iron
and Steel
4.ASTM D226 -Standard Specification for Asphalt Saturated Organic Felt Used in Roofing
and Waterproofing.
5.ASTM E84 -Standard Test Method for Surface Burning Characteristics of Building
Materials.
6.ASTM E119 -Standard Test Methods for Fire Tests of Building Construction and
Materials.
7.ASTM F1667 -Standard Specification for Driven Fasteners:Nails,Spikes,and Staples.
D.U.S.Department of Commerce -National Institute of Standards and Technology:
1.DOC PS 1 -Structural Plywood.
2.DOC PS 2 -Performance Standard for Wood-Based Structural-Use Panels.
3.DOC PS 20 -American Softwood Lumber Standard.
1.03 COORDINATION
A.Section 013100 -Project Management and Coordination:Requirements for coordination.
1.04 SUBMITTALS
A.Section 013300 -Submittal Procedures:Submittal procedures.
B.Product Data:Submit technical data on wood preservative materials and application
instructions.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 06 10 00
ROUGH CARPENTRY
PERMIT DOCUMENTS -10/28/22 06 10 00 - 2
1.05 QUALITY ASSURANCE
A.Perform Work in accordance with the following:
1.Lumber Grading Agency:Certified by DOC PS 20.
2.Wood Structural Panel Grading Agency:Certified by APA -The Engineered Wood
Association.
B.Surface Burning Characteristics:
1.Fire Retardant Treated Materials:Maximum 25/450 flame spread/smoke developed index
when tested in accordance with ASTM E84.
C.Perform Work in accordance with IBC standards.
1.06 DELIVERY,STORAGE,AND HANDLING
A.Section 016000 -Product Requirements:Product storage and handling requirements.
PART 2PRODUCTS
2.01 LUMBER MATERIALS
A.Lumber: PS 20;graded in accordance with established Grading Rules;maximum moisture
content of 19 percent;of following species and grades:
1.Misc.Light Framing: Douglas Fir/Larch,No 2 and better;Construction Grade. 19 percent
maximum moisture content.
2.In-Wall Blocking: Douglas Fir/Larch,No 2 and better;Construction Grade.
3.All Other Uses (including nailers,Roofing Blocking,Window Blocking): Douglas Fir/Larch,
No 2 and better,Construction Grade. Treated with wood preservative for water
resistance.
2.02 WOOD PANEL PRODUCTS
A.APA Grade Stamp each panel. Conform to DOC PS 1 and DOC PS 2 for cross-laminated
veneer panel.
1.APA PS 1,A-C Group 1,Exposure 1:Face exposed one side.
2.APA PS 1,C-D Plugged Group 2,Exposure 1:Face unexposed.
3.APA,Exterior:Provide in lieu of Exposure 1 where panels are subject to permanent
weather exposure or prolonged weather exposure of 6 months or more prior to covering
with weathertight construction.
2.03 ACCESSORIES
A.Fasteners and Anchors:
1.Fasteners:ASTM A153,hot dipped galvanized or ASTM B695,Class 55 mechanically
galvanized, for high humidity,#304 stainless steel for treated wood locations,unfinished
steel elsewhere.
2.Nails :ASTM F1667.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 06 10 00
ROUGH CARPENTRY
PERMIT DOCUMENTS -10/28/22 06 10 00 - 3
3.Anchors:Adhesive anchor with screen type for anchorage to hollow masonry.Expansion
bolt and screw anchor type for anchorage to solid masonry or concrete.A307 Bolt,Self
Drilling Screw or ballistic fastener for anchorages to steel. All material to be zinc coated or
stainless steel.
2.04 FACTORY WOOD TREATMENT
A.Wood Preservative (Pressure Treatment -PT):AWPA Treatment U1 using water borne
preservative with 0.25percent retainage.
B.Fire Retardant Treatment: Chemically treated and pressure impregnated,having flame spread
of 25 or less when tested in accordance with ASTM E84 and showing no evidence of significant
progressive combustion when test is continued for an additional 20 minute period,Interior Type.
C.Moisture Content after Treatment:Kiln dried (KDAT).
1.Lumber:Maximum 19 percent.
2.Structural Panels:Maximum 15 percent.
PART 3EXECUTION
3.01 INSTALLATION -GENERAL
A.Select material sizes to minimize waste.
B.Reuse scrap to the greatest extent possible;clearly separate scrap for use on site as accessory
components,including:shims,bracing,and blocking.
C.Where treated wood is used on interior,provide temporary ventilation during and immediately
after installation sufficient to remove indoor air contaminants.
3.02 SITE APPLIED WOOD TREATMENT
A.Apply preservative treatment.
B.Brush apply one coat of preservative treatment on wood in contact with cementitious materials;
roofing and related metal flashings.Treat site-sawn cuts.
C.Allow preservative to dry prior to erecting members.
3.03 TOLERANCES
A.Section 014000 -Quality Requirements:Tolerances.
B.Framing Members:1/4 inch from indicated position,maximum.
END OF SECTION 06 10 00
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DIVISION 07
THERMAL AND MOISTURE PROTECTION
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 07 92 00
JOINT SEALANTS
PERMIT DOCUMENTS -10/28/22 07 92 00 - 1
PART 1 -GENERAL
1.01 SUMMARY
A.Section includes:
1.Sealants and backer rods.
2.Accessories.
B.Related Sections:
1.Section 092116 -Gypsum Board Assemblies.
1.02 REFERENCES
A.ASTM International:
1.ASTM C834 -Standard Specification for Latex Sealants.
2.ASTM C919 -Standard Practice for Use of Sealants in Acoustical Applications.
3.ASTM C1193 -Standard Guide for Use of Joint Sealants.
B.South Coast Air Quality Management District:
1.SCAQMD Rule 1168 -Adhesive and Sealant Applications.
1.03 SUBMITTALS
A.Submit under provisions of Section 013300 -Submittal Procedures.
B.Product Data:Submit data indicating sealant chemical characteristics,performance criteria,
substrate preparation,limitations,and color availability.
C.Manufacturer's Installation Instructions:Submit special procedures,surface preparation,and
perimeter conditions requiring special attention.
1.04 ENVIRONMENTAL REQUIREMENTS
A.Section 016000 -Product Requirements.
B.Maintain temperature and humidity recommended by sealant manufacturer during and after
installation.
PART 2 -PRODUCTS
2.01 JOINT SEALERS
A.Acceptable Manufacturers:
1.Dowsil Corp.
2.Hilti.
3.3M.
4.Pecora Corp.
5.Sika Corp.
6.Tremco Sealants &Waterproofing
7.Master Builders Solutions.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 07 92 00
JOINT SEALANTS
PERMIT DOCUMENTS -10/28/22 07 92 00 - 2
8.US Gypsum.
9.Substitutions:Section 012500 -Substitution Procedures.
B.Products Description:
1.Type A (Acoustical)Sealant:Non-hardening,non-bleeding,non-drying resilient caulk.
a.Hilti.
b.3M.
c.Dowsil.
d.USG Sheetrock Brand Acoustical Sealant.
e.Tremco Acoustical Sealant.
f.Applications:Refer to Section 092116 -Gypsum Board Assemblies.
2.Type GI (General Interior)General Purpose Interior Sealant:Acrylic emulsion latex;ASTM
C834,single component,paintable.
a.Pecora,AC-20 +Silicone.
b.Tremco,Tremflex 834.
c.Color:Colors as selected.
d.Applications:Use for interior wall and ceiling control joints,joints between door and
window frames and wall surfaces,and other interior joints for which no other type of
sealant is indicated.
e.Interior Sealants and Sealant Primers:Maximum volatile organic compound content
in accordance with SCAQMD Rule 1168.
3.Type GS (General Silicone)High Performance General Purpose Exterior (Non-traffic)
Sealant Silicone;ASTM C920,Grade NS,Type S,Class 100/50,Uses M,G,and A;single
component.
a.Dowsil 790,791 and 795.
b.Pecora 890FTS.
c.Tremco Spectrem 1.
d.Sika,Sikasil WS-290.
e.Color:Colors as selected from manufacturer’s full line.
f.Applications:
1)Control,expansion,and soft joints in masonry.
2)Joints between concrete and other materials.
3)Joints between metal frames and other materials.
4)Other exterior non-traffic joints for which no other sealant is indicated.
2.02 ACCESSORIES
A.Primer:Non-staining type,recommended by sealant manufacturer to suit application.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 07 92 00
JOINT SEALANTS
PERMIT DOCUMENTS -10/28/22 07 92 00 - 3
1.Interior Sealants and Sealant Primers:Maximum volatile organic compound content in
accordance with SCAQMD Rule 1168.
B.Joint Cleaner:Non-corrosive and non-staining type,recommended by sealant manufacturer;
compatible with joint forming materials.
C.Joint Backing:Round foam rod compatible with sealant;
D.Bond Breaker:Pressure sensitive tape recommended by sealant manufacturer to suit
application.
2.03 MATERIALS,GENERAL
A.Compatibility: Provide joint sealants,joint fillers,and other related materials that are compatible
with one another and with joint substrates under conditions of service and application,as
demonstrated by sealant manufacturer based on testing and field experience.
B.Colors: Unless otherwise specified,match color of adjacent material occurring in same plane.
Where joints occur adjacent to two or more material colors in same plane,match color of
lighter adjacent material,unless otherwise directed. Custom colors for exposed sealants may
be required if standard colors are not acceptable to the Architect.
PART 3 -EXECUTION
3.01 EXAMINATION
A.Section 013100 -Project Management and Coordination:Coordination and project conditions.
B.Verify substrate surfaces and joint openings are ready to receive work.
C.Verify joint backing and release tapes are compatible with sealant.
3.02 PREPARATION
A.Remove loose materials and foreign matter impairing adhesion of sealant.
B.Clean joints.
C.Prime joints if required for a specific sealant or substrate as recommended by the sealant
manufacturer.
D.Perform preparation in accordance with ASTM C1193.
E.Protect elements surrounding Work of this section from damage or disfiguration.
3.03 INSTALLATION
A.Perform installation in accordance with ASTM C1193.
B.Perform acoustical sealant application work in accordance with ASTM C919.
C.Measure joint dimensions and size backer rods to achieve width-to-depth ratio,neck dimension,
and surface bond area as recommended by manufacturer,except where specific dimensions
are indicated.
D.Install bond breaker where joint backing is not used.
E.Install sealant free of air pockets,foreign embedded matter,ridges,and sags.
RENTON SCHOOL DISTRICT NO.403
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SECTION 07 92 00
JOINT SEALANTS
PERMIT DOCUMENTS -10/28/22 07 92 00 - 4
F.Apply sealant within recommended application temperature ranges.Consult manufacturer
when sealant cannot be applied within these temperature ranges.
G.Tool joints concave,uno.
3.04 CLEANING
A.Clean adjacent soiled surfaces.
3.05 PROTECTION OF INSTALLED CONSTRUCTION
A.Protect sealants until cured.
3.06 SCHEDULE
A.Unless noted otherwise,provide sealant at 1)all joints in similar/same materials;2)all joints
between dissimilar materials and 3)in all cracks of any size. For joints or cracks exceeding ¼
inch in width,use appropriately sized foam backer rod in addition to sealant.
B.Exterior Joints for Which No Other Sealant Type is Indicated:Type GS.
C.Interior Joints for Which No Other Sealant is Indicated:Type GI.
D.At Perimeter Walls,Between Metal Stud Track/Runner and Adjacent Construction.Between
Outlet Boxes and Gypsum Board:Type A.
END OF SECTION 07 92 00
DIVISION 08
OPENINGS
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 12 13
HOLLOW METAL FRAMES
PERMIT DOCUMENTS -10/28/22 08 12 13 - 1
PART 1GENERAL
1.01 SUMMARY
A.Section includes steel frames.
B.Related Sections:
1.Section 081313 -Hollow Metal Doors: Metal doors manufactured according to the Hollow
Metal Manufacturers Association’s standards.
2.Section 081416 -Flush Wood Doors: Retaining applicable fabrication requirements for
hollow and solid core wood doors installed in steel door frames.
3.Section 087100 -Door Hardware: Hardware,silencers and weatherstripping.
4.Section 088000 -Glazing: Glass in frames.
5.Section 099123 -Interior Painting: Field painting factory-primed frames.
1.02 REFERENCES
A.American National Standards Institute:
1.ANSI/BHMA A156.115 -Standard for Hardware Preparation in Steel Doors and Steel
Frames.
2.ANSI A250.6-Hardware on Standard Steel Doors.
3.ANSI A250.10 -Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces
for Steel Doors and Frames.
B.ASTM International:
1.ASTM A653 -Steel Sheet,Zinc-Coated (Galvanized)or Zinc-Iron Alloy-Coated
(Galvannealed)by the Hot-Dip Process.
2.ASTM C518 -Standard for Steady-State Thermal Transmission Properties by Means of
the Heat Flow Meter Apparatus.
3.ASTM E84 -Standard Test Method for Surface Burning Characteristics of Building
Materials.
C.Door Hardware Institute:
1.The Installation of Commercial Steel Doors and Steel Frames,Insulated Steel Doors in
Wood Frames and Builder's Hardware.
D.Steel Doors Institute:
1.SDI-100 Rev.ANSI A250.8 Standard Steel Doors and Frames.
1.03 SUBMITTALS
A.Section 013300 -Submittal Procedures.
B.Shop Drawings: Indicate frame elevations,reinforcement,anchor types and spacing,location
of cut-outs for hardware,and finish.
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HOLLOW METAL FRAMES
PERMIT DOCUMENTS -10/28/22 08 12 13 - 2
C.Provide a schedule of doors and frames using same reference numbers for details and door
openings as those on the contract documents. Highlight fire rated doors.
D.Section 017700 -Closeout Procedures.
E.Manual for Materials and Finishes: Include dent and scratch repair.
1.04 QUALITY ASSURANCE
A.Conform to requirements of SDI-100.
B.Qualifications:
1.Manufacturer: Company specializing in manufacturing products specified in this section
with minimum five years documented experience.
2.Member Steel Door Institute (SDI).
3.Provide steel doors and frames from single manufacturer.
1.05 DELIVERY,STORAGE,AND HANDLING
A.Section 016000 -Product Requirements:Storage and Handling.
B.Accept frames on site in manufacturer's packaging. Inspect for damage.
C.Break seal on-site to permit ventilation.
D.Maintain protected area on site for storage of frames to be installed. Door frames must be
stored on pallets or wood sleepers. Do not store directly on earth or concrete.
E.Handle frames in such a way as to avoid damage or scratches.
F.Any rust discovered on door frames during construction will result in rejection and replacement
of door frame.
PART 2PRODUCTS
2.01 STANDARD STEEL FRAMES
A.Acceptable Manufacturers:
1.Curries Assa Abloy.
2.Door Components,Inc.
3.Allegion Steelcraft.
4.Stiles Steel Door +Window Systems.
5.Substitutions:As specified in Section 012500 -Substitution Procedures.
B.Product Description: Standard shop fabricated galvanized steel frames,rated and non-rated
types.
1.Exterior Frames:
a.Level 3,nominal 16 gage/0.053 inch thick material,base metal thickness.
2.Interior Frames:
a.Level 3,nominal 16 gage/0.053 inch thick material,base metal thickness.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 12 13
HOLLOW METAL FRAMES
PERMIT DOCUMENTS -10/28/22 08 12 13 - 3
2.02 ACCESSORIES
A.Removable Stops: Rolled steel channel shape,mitered corners;prepared for countersink style
tamper proof screws.
B.Primer: ANSI/SDI Standard A250.10 factory applied.
C.Interior Door Frames Sound Deadening Insulation:Fiberglass batt or mineral wool.
D.Exterior Door Frame Thermal Insulation : Low expansion,foam-in-place insulation,similar to
“Icynene”(Spray or Pour Formula)manufactured by The Icynene Insulation System (905)
890-7325,or approve equal meeting the following:
1.Thermal Value (ASTM C518): R 3.6 hr/sq-ft./degrees F/BTU
2.Corrosion: No significant corrosion when in contact with steel under 85%relative
humidity.
3.Bacterial or fungal Growth: No growth;no material deterioration.
4.Fire Characteristics ASTM E84: Flame Spread <20;Smoke Developed <200.
5.Water Absorption: Will not wick water.
2.03 PROVISION FOR HARDWARE
A.Hardware Reinforcement:Conform to ANSI A156.115 and ANSI A250.6. Factory reinforce,
drill,and tap frames to receive mortised hinges,locks,latches,flush bolts,and concealed door
closers.
B.Use hardware templates furnished by hardware manufacturer.
C.Hardware Reinforcing:Steel,meet or exceed following:
1.Hinges:7 gauge.
2.Surface Closers:12 gauge plate reinforcements welded to frames according to type of
door closer installation.
D.Door Silencers:Drill door frame stops to receive silencers at each door swing. Insert plastic
plugs to keep holes open during painting and construction activities.
E.Plaster Guards:Provide at strike pockets,and hinge reinforcements.
F.Finish Hardware Locations:Refer to drawings and Door Schedule.
G.Field Tapping and Drilling:Accepted at surface-applied hardware.
2.04 FABRICATION
A.Fabricate frames as full welded units. Knock down frames are not acceptable.
B.Mullions for Double Doors: Removable type,of same profiles as jambs.
C.Fabricate frames with hardware reinforcement plates welded in place. Provide mortar guard
boxes.Provide heavy duty hinge plate reinforcements with a minimum of 1"continuous weld at
top and bottom.
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HOLLOW METAL FRAMES
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D.Plaster Guards:Weld 16 gauge steel plaster guards or mortar boxes to frame at back of finish
hardware cutouts where finish materials might obstruct hardware operation.
E.Reinforce frames wider than 48 inches with roll formed steel channels fitted tightly into frame
head,flush with top.
F.Prepare frames for silencers. Provide three single silencers for single doors and mullions of
double doors on strike side. Provide two single silencers on frame head at double doors
without mullions.
G.Fabricate frame profiles as detailed on the drawings.
2.05 SHOP FINISHING
A.Thoroughly clean and chemically treat for maximum adhesion.
B.Exterior Frames:Compatible with finish paint specified Section 099123 -Interior Painting.
1.Galvanizing:ASTM A653,A60 galvannealed. Wipe coat galvanized steel (WCGS)
coating systems not accepted.
C.Interior Frames:Compatible with finish paint specified of Section 099123 -Interior Painting and
Coating.
1.Baked-On Shop Primer: ANSI/SDI Standard A250.10 factory applied,baked-on rust
inhibiting paint.Color:Light gray.
PART 3EXECUTION
3.01 EXAMINATION
A.Verify opening sizes and tolerances are acceptable.
3.02 FRAMES INSTALLATION
A.Install frames in accordance with SDI-100 and DHI. Countersink anchor screws,putty,prime
and paint to provide concealed anchor finish.
B.Coordinate with masonry,steel stud or concrete wall construction for anchor placement.
C.Coordinate installation of glass and glazing specified in Section 088000.
D.Coordinate installation of frames with installation of hardware specified on drawings,Door
Schedule,and doors in Section 081313 -Hollow Metal Doors.
E.Install fiberglass insulation in non-rated frames,and mineral wool in rated frames,for sound
deadening.
3.03 ERECTION TOLERANCES
A.Maximum Diagonal Distortion: 1/16 inch measured with straight edges,crossed corner to
corner.
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HOLLOW METAL FRAMES
PERMIT DOCUMENTS -10/28/22 08 12 13 - 5
3.04 CLEANING
A.Thoroughly clean surfaces. Sand scarred and rusty areas smooth and touch up with
compatible primer to shop primer and finish paint as specified in Section 0991123 -Interior
Painting.
3.05 SCHEDULE
A.Refer to Door and Frame Schedule in the drawings.
END OF SECTION 08 12 13
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RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 13 13
HOLLOW METAL DOORS
PERMIT DOCUMENTS -10/28/22 08 13 13 - 1
PART 1GENERAL
1.01 SUMMARY
A.Section includes steel doors.
B.Related Sections:
1.Section 081213 -Hollow Metal Frames: Metal frames manufactured according to the
Hollow Metal Manufacturers Association’s standards.
2.Section 087100 -Door Hardware: Hardware,silencers and weatherstripping.
3.Section 099123 -Interior Painting: Field painting factory-primed doors.
1.02 REFERENCES
A.American National Standards Institute:
1.ANSI/BHMA A156.115 -Standard for Hardware Preparation in Steel Doors and Steel
Frames.
2.ANSI/SDI A250.4 -Test Procedure and Acceptance Criteria for Physical Endurance for
Steel Doors,Frames and Frame Anchors.
3.ANSI A250.6-Hardware on Standard Steel Doors.
4.ANSI/SDI Standard A250.10 -Test Procedure and Acceptance Criteria for Prime Painted
Steel Surfaces for Steel Doors and Frames.
B.Steel Door Institute:
1.SDI 100 Rev.ANSI 250.8 -Standard Steel Doors and Frames.
2.SDI 108 Recommended Selection and Usage Guide for Standard Steel Doors.
1.03 SUBMITTALS
A.Section 013300 -Submittal Procedures.
B.Shop Drawings: Indicate door elevations,internal reinforcement,closure method,cut-outs for
glazing,and finishes.
C.Product Data: Submit door configurations,location of cut-outs for hardware reinforcement.
D.Section 017700 -Closeout Procedures.
E.Manual for Materials and Finishes: Submit recommended areas to be inspected and inspection
intervals. Include dent and scratch repair.
1.04 QUALITY ASSURANCE
A.Conform to requirements of SDI-100/ANSI A250.8.
B.Qualifications:
1.Manufacturer: Company specializing in manufacturing products specified in this section
with minimum five years documented experience.
2.Member of Steel Door Institute (SDI).
3.Provide steel doors and frames from single manufacturer.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 13 13
HOLLOW METAL DOORS
PERMIT DOCUMENTS -10/28/22 08 13 13 - 2
1.05 DELIVERY,STORAGE,AND HANDLING
A.Section 016000 -Product Requirements.
B.Protect doors with resilient packaging sealed with heat shrunk plastic.
C.Break seal on site to permit ventilation.
D.Any rust discovered on doors during construction will result in the rejection of door and require
replacement.
1.06 COORDINATION
A.Coordinate frame installation with size,location,and installation of service utilities.
B.Coordinate Work with door opening construction,door frame,and door hardware installation.
C.Sequence installation to ensure door hardware electric wire connections are achieved in an
orderly and expeditious manner.
PART 2PRODUCTS
2.01 STANDARD STEEL DOORS
A.Acceptable Manufacturers:
1.Curries Assa Abloy.
2.Door Components,Inc.
3.Allegion Steelcraft.
4.Stiles Steel Door +Window Systems.
5.Substitutions:As specified in Section 012500 -Substitution Procedures.
B.Product Description:
1.Exterior Doors (Thermally Insulated):SDI-100.1-3/4"thick.
a.Level 4 -Maximum Duty,Model 2,seamless design.
2.Interior Doors (Non-Rated): SDI 100,1-3/4 inch thick.
a.Level 3 -Extra Heavy Duty,Model 2,seamless design.
2.02 PROVISION FOR HARDWARE
A.Hardware Reinforcement:Conform to ANSI A156.115 and ANSI A250.6. Factory reinforce,
drill,and tap doors to receive mortised hinges,locks,latches,flush bolts,and concealed door
closers.
B.Use hardware templates furnished by hardware manufacturer.
C.Hardware Reinforcing:Steel,meet or exceed following:
1.Hinges:10 gauge or 12 gauge channel,full door height,with equivalent threads.
2.Locks:12 gauge or equivalent number of threads.
3.Surface Closers:12 gauge by 5-1/4 inch wide U-Channel reinforcement welded to door
end channels. Flat reinforcements not accepted.
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SECTION 08 13 13
HOLLOW METAL DOORS
PERMIT DOCUMENTS -10/28/22 08 13 13 - 3
4.Hold Open Arms:12 gauge U-Channel.
5.Panic Devices:14 gauge U-Channels at fastening positions.
6.Floor Check Hinges and Pivots:7 gauge.
D.Finish Hardware Locations:Refer to Drawings and Door Schedule.
E.Field Tapping and Drilling:Accepted at surface-applied hardware.
2.03 FABRICATION
A.Exterior Doors:ANSI A250.8/SDI-100,Level 4,Model 2 (Seamless Design). Passing ANSI
A250.4 Acceptance Criteria,Level A (1 million cycles).
1.Face Sheets:14 gauge steel.
2.Core Design:Injected polyurethane foam;R-Value of 2.7 minimum.
3.Vertical Internal Stiffening:20 gauge steel hat channels,space 6 inches on center,spot
weld to skins.
4.Vertical Edge Reinforcement:One piece,continuously arc welded full length to face
sheets.
a.Lock Channel:14 gauge steel,beveled 1/8 inch in 2 inch.
b.Hinge Channel:12 gauge steel,formed and tapped for hinges.
5.Top and Bottom Channel Reinforcement:16 gauge steel.
6.Top Rail Closure Channel:16 gauge steel with flush channel filler cap sealed against
water penetration.
B.Interior Steel Doors:ANSI A250.8/SDI-100,Level 3,Model 2 (Flush Seamless Design).
Passing ANSI A250.4 Acceptance Criteria,Level A (1 million cycles).
1.Face Sheets:16 gauge steel.
2.Core Design:Polystyrene foam core or phenolic impregnated honeycomb paper core,
adhesive laminated to both face sheets,except honeycomb core not accepted at doors
exposed to moisture.
3.Vertical Edge Reinforcement:One piece,continuously arc welded full length to face
sheets.
a.Lock Channel:14 gauge steel,beveled 1/8 inch in 2 inch.
b.Hinge Channel:12 gauge steel,formed and tapered for hinges.
4.Top and Bottom Channel Reinforcement:16 gauge steel.
C.Vertical Door Edges:Bevel 1/8 inch in 2 inch at strike side vertical edges and square at hinge
side.
D.Hardware Reinforcement:Fabricate and weld into place. Include concealed stiffeners,
reinforcement,edge channels,and moldings fabricated from either cold-rolled or hot-rolled 16
gauge steel.
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SECTION 08 13 13
HOLLOW METAL DOORS
PERMIT DOCUMENTS -10/28/22 08 13 13 - 4
E.Exposed Joints:Arc weld continuously,full length. Grind,dress,and make smooth for flush,
seamless appearance at edges and joinery.
F.Welded Construction:Weld door skins to perimeter channels. Glued channels not accepted.
2.04 SHOP FINISHING
A.Thoroughly clean and chemically treat for maximum adhesion.
B.Exterior Doors:Compatible with finish paint specified in Section 099123 -Interior Painting.
1.Galvanizing:ASTM A 653,A60 galvannealed. Wipe coat galvanized steel (WCGS)
coating systems not accepted.
C.Interior Doors:Compatible with finish paint specified in Section 099123 -Painting and Coating.
1.Primer: ANSI/SDI Standard A250.10 factory applied,baked-on rust inhibiting paint.Color:
Light gray.
PART 3EXECUTION
3.01 EXAMINATION
A.Verify opening sizes and tolerances are acceptable.
3.02 INSTALLATION
A.Install doors in accordance with SDI-100/ANSI A250.8 and DHI.
B.Coordinate installation of doors with installation of frames specified in Section 081213 and
hardware. Refer to Drawings and Door Schedule.
C.Touch-up factory finished doors.
3.03 ERECTION TOLERANCES
A.Maximum Diagonal Distortion: 1/16 inch measured with straight edge,corner to corner.
3.04 ADJUSTING
A.Adjust door for smooth and balanced door movement.
3.05 SCHEDULE
A.Refer to Door and Frame Schedule in the drawings.
END OF SECTION 08 13 13
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 14 16
FLUSH WOOD DOORS
PERMIT DOCUMENTS -10/28/22 08 14 16 - 1
PART 1GENERAL
1.01 SUMMARY
A.Section includes non-rated flush wood doors.
B.Related Sections:
1.Section 081214 -Standard Steel Frames.
2.Section 087100 -Door Hardware.
3.Section 088000 -Glazing.
1.02 REFERENCES
A.ASTM International:
1.ASTM E413 -Standard Classification for Rating Sound Insulation.
B.Architectural Woodwork Manufacturers Association of Canada/Woodwork Institute:
1.North American Architectural Woodwork Standards.(NAAWS)
2.CONTRACTOR TO PROVIDE A COPY ON SITE.
1.03 SUBMITTALS
A.Section 013300 -Submittal Procedures.
B.Shop Drawings:Illustrate door opening criteria,elevations,sizes,types,swings,undercuts
required,special blocking for hardware,factory finishing criteria,identify any cutouts.
C.Product Data:Submit information on door core materials and construction,and on veneer
species,type and characteristics.
D.Samples:
1.Submit one sample of door veneer,illustrating wood grain and finish.
E.Section 017700 -Closeout Procedures: Manual for Materials and Finishes.
1.04 QUALITY ASSURANCE
A.Perform Work in accordance with NAAWS Section 9,Custom Grade.
B.Finish doors in accordance with NAAWS Section 5,grades identified in section.
C.Qualifications:
1.Manufacturer:Company specializing in manufacturing products specified in this section
with minimum five years documented experience.
1.05 DELIVERY,STORAGE,AND HANDLING
A.Section 016000 -Product Requirements.
B.Protect doors with resilient packaging sealed with heat shrunk plastic.Do not store in damp or
wet areas;or in areas where sunlight might bleach veneer.Seal top and bottom edges with
tinted sealer when stored more than one week.
C.Accept doors on site in manufacturer’s packaging. Inspect for damage.
RENTON SCHOOL DISTRICT NO.403
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SECTION 08 14 16
FLUSH WOOD DOORS
PERMIT DOCUMENTS -10/28/22 08 14 16 - 2
1.Break seal on site to permit ventilation.
1.06 COORDINATION
A.Section 013100 -Project Management and Coordination:Coordination and project conditions.
B.Coordinate Work with door opening construction,door frame and door hardware installation.
1.07 WARRANTY
A.Include coverage for delamination of veneer,warping beyond specified installation tolerances,
defective materials,and telegraphing core construction.
B.Furnish manufacturer’s “Life of Installation”warranty for interior doors.
C.Include coverage of refinishing and re-hanging of defective products.
PART 2PRODUCTS
2.01 FLUSH WOOD DOORS
A.Acceptable Manufacturers:
1.Masonite Architectural.
2.Lynden Door.
3.Vancouver Door.
4.VT Industries.
5.Substitutions:Under provisions of Section 012500 -Substitution Procedures.
2.02 DOOR TYPES
A.Interior Doors:1-3/4 inch thick,typ solid core;5-ply construction.
1.Performance Duty Level: Extra Heavy Duty.
2.03 DOOR CONSTRUCTION
A.Core (Solid,Non-Rated):NAAWS Section 9,Type SCL-(Structural Composite Lumber)or PC-
Particleboard.
2.04 DOOR FACING
A.Veneer Facing (Interior Flush Doors): NAAWS Grade A,veneer to match existing.
B.Minimum Width of Face Components:5 inches.
C.No sharp color contrasts at joints.
2.05 ADHESIVE
A.Facing Adhesive:Type I -waterproof.
2.06 ACCESSORIES
A.Glass: As specified in Section 088000 -Glazing.
B.Glazing Stops:
RENTON SCHOOL DISTRICT NO.403
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SECTION 08 14 16
FLUSH WOOD DOORS
PERMIT DOCUMENTS -10/28/22 08 14 16 - 3
1.Non-rated doors:Wood,of same species as door facing for non-rated doors. Face flush
with door face,1/16 inch reveal at joint,with mitered corners.
C.Acoustical Seals:Specified in Section 087100 -Door Hardware.
2.07 FABRICATION
A.Fabricate non-rated doors in accordance with NAAWS Section 9 requirements.
B.Provide lock blocks at lock edge and top of door for closer for hardware reinforcement at all
doors.
C.Vertical Exposed Edge of Stiles:Of same or compatible species as veneer facing for
transparent finish.
D.Factory machine doors for finish hardware in accordance with hardware requirements and
dimensions. Do not machine for surface hardware. Provide solid blocking for through bolted
hardware.
E.Factory pre-fit doors for frame opening dimensions identified on shop drawings.
2.08 FINISH
A.Factory finish doors in accordance with NAAWS Section 5,Custom Grade.
1.Clear Transparent Type,System 9
B.Seal all six sides with clear sealer.
PART 3EXECUTION
3.01 EXAMINATION
A.Section 013100 -Project Management and Coordination:Coordination and project conditions.
B.Verify opening sizes and tolerances are acceptable.
C.Do not install doors in frame openings that are not plumb or are out-of-tolerance for size or
alignment.
3.02 INSTALLATION
A.Install doors in accordance with NAAWS Section 9 and manufacturer’s instructions.
B.Trim non-rated door width by cutting equally on both jamb edges if needed.
C.Trim door height by cutting bottom edges to maximum of 3/4 inch if needed.
D.Machine cut doors for hardware installation.
E.Coordinate installation of doors with installation of frames specified in Section 081214 -
Standard Steel Frames,and hardware specified in Section 087100 -Door Hardware.
F.Coordinate installation of glass and glazing specified in Section 088000 -Glazing.
3.03 INSTALLATION TOLERANCES
A.Maximum Diagonal Distortion (Warp):1/8 inch measured with straight edge or taut string,
corner to corner,over imaginary 36 x 84 inches surface area.
RENTON SCHOOL DISTRICT NO.403
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SECTION 08 14 16
FLUSH WOOD DOORS
PERMIT DOCUMENTS -10/28/22 08 14 16 - 4
B.Maximum Vertical Distortion (Bow):1/8 inch measured with straight edge or taut string,top to
bottom,over imaginary 36 x 84 inches surface area.
C.Maximum Width Distortion (Cup):1/16 inch measured with straight edge or taut string,edge to
edge,over imaginary 36 x 84 inches surface area.
3.04 ADJUSTING
A.Adjust door for smooth and balanced door movement.
B.Adjust closer for full closure.
3.05 SCHEDULE
A.Refer to Door and Frame Schedule on the Drawings.
END OF SECTION 08 14 16
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 44 13
GLAZED ALUMINUM CURTAIN WALLS
PERMIT DOCUMENTS -10/28/22 08 44 13 - 1
PART 1GENERAL
1.01 SUMMARY
A.Section includes aluminum tube frame glazed curtain wall system and:
1.Internal structural reinforcement necessary to achieve design loads.
2.Entrance doors are not specified in this section. Refer to Related Sections below.
B.Related Sections:
1.Section 079200 -Joint Sealants:Joint sealers other than those integral with curtain wall.
2.Section 081213 -Hollow Metal Frames.
3.Section 0813132 -Hollow Metal Doors.
4.Section 087100 -Door Hardware:Hardware reinforcement requirements affecting curtain
wall framing members.
5.Section 088000 -Glazing:Glass and glazing for curtain wall system.
1.02 REFERENCES
A.Aluminum Association:
1.AA DAF-45 -Designation System for Aluminum Finishes.
B.American Architectural Manufacturers Association:
1.AAMA 501.1 -Standard Test Method for Water Penetration of Windows,Curtain Walls
and Doors Using Dynamic Pressure.
2.AAMA 502 -Voluntary Specification for Field Testing of Newly Installed Fenestration
Products.
3.AAMA 503 -Voluntary Specification for Field Testing of Metal Storefronts.Curtain Wall
and Sloped Glazing Systems.
4.AAMA 1503 -Voluntary Test Method for Thermal Transmittance and Condensation
Resistance of Windows,Doors and Glazed Wall Sections.
5.AAMA 1801 -Voluntary Specification for the Acoustical Rating of Windows,Doors and
Glazed Wall Sections.
6.AAMA CW-11 -Design Windloads for Buildings and Boundary Layer Wind Tunnel Testing.
7.AAMA CW-DG-1 -Aluminum Curtain Wall Design Guide Manual.
8.AAMA MCWM-1 -Metal Curtain Wall Manual.
C.American Society for Testing and Materials:
1.ASTM A36 -Standard Specification for Carbon Structural Steel.
2.ASTM A123 -Standard Specification for Zinc (Hot-Dip Galvanized)Coatings on Iron and
Steel Products.
3.ASTM A653 -Standard Specification for Steel Sheet,Zinc-Coated (Galvanized)or Zinc-
Iron Alloy-Coated (Galvannealed)by the Hot-Dip Process.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 44 13
GLAZED ALUMINUM CURTAIN WALLS
PERMIT DOCUMENTS -10/28/22 08 44 13 - 2
4.ASTM B209 -Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate.
5.ASTM B221 -Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars,
Rods,Wire,Profiles,and Tubes.
6.ASTM E84 -Standard Test Method for Surface Burning Characteristics of Building
Materials.
7.ASTM E283 -Standard Test Method for Determining the Rate of Air Leakage Through
Exterior Windows,Curtain Walls,and Doors Under Specified Pressure Differences Across
the Specimen.
8.ASTM E330 -Standard Test Method for Structural Performance of Exterior Windows,
Curtain Walls,and Doors by Uniform Static Air Pressure Difference.
9.ASTM E331 -Standard Test Method for Water Penetration of Exterior Windows,Curtain
Walls,and Doors by Uniform Static Air Pressure Difference.
10.ASTM E1105 -Standard Test Method for Field Determination of Water Penetration of
Installed Exterior Windows,Curtain Walls,and Doors by Uniform or Cyclic Static Air
Pressure Difference.
11.ASTM E1425 -Standard Practice for Determining the Acoustical Performance of Exterior
Windows and Doors.
D.National Fenestration Rating Council Incorporated:
1.NFRC 100 -Procedures for Determining Fenestration Product U-Factors.
E.National Fire Protection Association:
1.NFPA 255 -Standard Method of Test of Surface Burning Characteristics of Building
Materials.
F.The Society for Protective Coatings:
1.SSPC Paint 20 -Zinc-Rich Primers (Type I -Inorganic and Type II -Organic).
2.SSPC Paint 25 -Red Iron Oxide,Zinc Oxide,Raw Linseed Oil,and Alkyd Primer.
G.Underwriters Laboratories Inc.:
1.UL 723 -Tests for Surface Burning Characteristics of Building Materials.
1.03 SUBMITTALS
A.Section 013300 -Submittal Procedures:Submittal procedures.
B.Shop Drawings:Indicate system dimensions,framed opening requirements and tolerances,
anticipated deflection under load,affected related work,weep drainage network,expansion and
contraction joint location and details,and field welding required.
1.Include details of provisions for assembly expansion and contraction and for draining
moisture occurring within the assembly to the exterior.
2.Show connection to and continuity with adjacent thermal,weather,air and vapor barriers.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 44 13
GLAZED ALUMINUM CURTAIN WALLS
PERMIT DOCUMENTS -10/28/22 08 44 13 - 3
C.Product Data:For each type of product,submit component dimensions,describe components
within assembly,anchorage and fasteners,glass and infill,internal drainage details and water
flow drainage diagrams.
D.Samples:Submit one 12 x 12 inches in size indicating prefinished aluminum surface,specified
glass,glazing materials illustrating edge and corner.
E.Design Data:Indicate framing member structural and physical characteristics,calculations,
dimensional limitations. Structural calculations shall be signed and sealed by a professional
structural engineer licensed in the State of Washington.
F.Test Reports:Indicate substantiating engineering data,test results of previous tests by
independent laboratory which purport to meet performance criteria,and other supportive data.
G.Manufacturer’s Certificate:Certify products meet or exceed specified requirements.
H.Installation Data:Special installation requirements.
1.04 QUALITY ASSURANCE
A.Perform Work in accordance with AAMA CW-DG-1 -Aluminum Curtain Wall Design Guide
Manual.
B.Qualifications:
1.Manufacturer:Company specializing in manufacturing products specified in this section
with minimum five years documented experience.
2.Installer:Company specializing in performing Work of this section with minimum five years
documented experience and approved by manufacturer.
3.Design structural support framing components under direct supervision of Professional
Engineer experienced in design of this Work and licensed at Project location.
C.Pre-Installation Meeting:
1.Convene one week before starting work of this section.
1.05 DELIVERY,STORAGE,AND PROTECTION
A.Section 016000 -Product Requirements:Product storage and handling requirements.
B.Handle Work of this Section in accordance with AAMA MCWM-1 -Curtain Wall Manual.
C.Protect prefinished aluminum surfaces.Do not use adhesive papers or sprayed coatings which
bond when exposed to sunlight or weather.Puncture wrappings at ends for ventilation.
1.06 ENVIRONMENTAL REQUIREMENTS
A.Section 016000 -Product Requirements.
B.Do not install sealants when ambient temperature is less than 40 degrees F during and 48
hours after installation.
1.07 WARRANTY
A.Section 017836 -Warranties.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 44 13
GLAZED ALUMINUM CURTAIN WALLS
PERMIT DOCUMENTS -10/28/22 08 44 13 - 4
B.Furnish five year manufacturer warranty for glazed units.
C.Special Assembly Warranty: Manufacturer agrees to repair or replace components of glazed
aluminum curtain wall that do not comply with requirements or that fail in materials or
workmanship within specified warranty period.
1.Failures include but are not limited to the following:
a.Structural failures including,but not limited to excessive deflection.
b.Noise or vibration created by wind and thermal and structural movements.
c.Deterioration of metal finishes,and other materials beyond normal weathering.
d.Water penetration through fixed glazing and framing areas.
e.Failure of operating components.
2.Warranty period: 5 years from date of Substantial Completion.
PART 2PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A.Basis of Design: EFCO Corp,www.efcocorp.com
B.Substitutions:Section 012500 -Substitution Procedures.
2.02 CURTAIN WALL SYSTEM
A.Tubular aluminum sections with supplementary support framing,factory prefinished,fiberglass
pressure plates,related joint sealers,flashings,anchorage and attachment devices.
B.Fiberglass pressure plate separating with interior tubular section from exterior glass;matching
stops and glass retaining member of sufficient size and strength to provide bite on glass;
drainage holes,deflector plates and internal flashings to accommodate internal weep drainage
system;internal mullion baffles to eliminate "stack effect"air movement within internal spaces
and maintain watertight integrity of building.
1.Reinforced Mullion:Thermally improved with fiberglass pressure plate glazing system and
internal drainage designed to weep moisture to exterior of assembly with internal
reinforcement of shaped steel structural section as required.
2.Face Width: 2.25 inch.
3.Back Member Depth: 6 inch.
4.Glazing Infill: 1 inch.
5.Thermal Improvement: All exterior aluminum shall be separated from interior aluminum by
a fiberglass pressure plate with snap on pressure plate cover.
C.Performance Requirements:
1.Wind Loads:Design and size components to withstand dead loads and live loads caused
by positive and negative wind loads acting normal to plane of wall,including building
corners in accordance with ASTM E330,IBC and General Structural Notes on drawings.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 44 13
GLAZED ALUMINUM CURTAIN WALLS
PERMIT DOCUMENTS -10/28/22 08 44 13 - 5
2.Seismic Loads:Design and size components to withstand seismic loads and sway
displacement as calculated in accordance with applicable code.
3.Deflection:Limit mullion deflection to1/175 for panes under 13’-6”and 1/240 plus 1/4”for
spans over 13’-6with full recovery of glazing materials.
4.System Assembly:Accommodate following without damage to system,components or
deterioration of seals.
a.Movement within system.
b.Movement between system and perimeter framing components.
c.Dynamic loading and release of loads.
d.Deflection of structural support framing.
e.Tolerance of supporting components.
5.Thermal Resistance of Assembly:Maximum U-value of 0.38 at fixed fenestration. U-
Factor as determined,certified,and labeled in conformance and labeled to NFRC 100 by
independent agency licensed by NFRC. Meet or exceed Washington State Energy Code.
6.Air Infiltration:Limit air infiltration through assembly to 0.06 cfm/min/sq ft of wall area,
measured at reference differential pressure across assembly of 6.24 psf as measured in
accordance with ASTM E283.
7.Water Leakage:None,when measured in accordance with ASTM E331 conducted at an
air pressure difference of 15.0 psf. No water leakage as defined by AAMA 501.1,
paragraph 5.5.
8.Expansion /Contraction:System to provide for expansion and contraction within system
components caused by cycling temperature range of 170 degrees F over 12 hour period
without causing detrimental affect to system components.
9.System Internal Drainage:Drain water entering joints,condensation occurring in glazing
channels,or migrating moisture occurring within system,to exterior by weep drainage
network.
10.Air and Vapor Seal:Maintain continuous air barrier and vapor retarder throughout
assembly,primarily in line with inside pane of glass and heel bead of glazing compound.
11.Not Permitted:Vibration harmonics,wind whistles,noises caused by thermal movement,
thermal movement transmitted to other building elements,loosening,weakening,or
fracturing of attachments or components of system.
D.Regulatory Requirements
1.Safety Glazing: Conform to IBC for types and for locations within window and door
opening.
2.Shading Coefficients and U-Factors: Conform to Washington State Energy Code.
3.Framing Load Combinations Considerations:Include applicable seismic and wind loads,
as specified by Structural General Notes.
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KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 44 13
GLAZED ALUMINUM CURTAIN WALLS
PERMIT DOCUMENTS -10/28/22 08 44 13 - 6
2.03 MATERIALS
A.Extruded Aluminum:ASTM B221;6063 alloy,T5 temper typical,6061 alloy,T6 temper for
extruded structural members.
B.Sheet Aluminum:ASTM B209,3003 or 5005 alloy,H15,H16,or H34 temper.
C.Sheet Steel:ASTM A653;galvanized to minimum G90.
D.Steel Sections:ASTM A36;shaped to suit mullion sections,galvanized.
E.Glass:Specified in Section 088000 -Glazing.
F.Glazing Materials:Curtain wall manufacturer’s standard types to suit application to achieve
weather,moisture,and air infiltration requirements.
G.Sealant and Backing Materials:Furnish sealants and backing materials complying with
requirements specified in Section 079200 of Types described below.
2.04 COMPONENTS
A.Pressure Plate: Aluminum or fiberglass and fastened to mullion with stainless steel screws.
Fiberglass pressure plate tested to ASTM D638,D790,D695,D953,D3846.
B.Thermal Barrier: 1 inch separation between interior and exterior metal members in a typical
condition. Thermal barrier assembly shall be tested to the thermal cycling requirements of
ASTM E2692 and show no sign of degradation following the test.
C.Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with
nonstaining,nonferrous shims for aligning system components.
D.Flashings: Minimum thickness to match curtain wall mullion sections where exposed.
1.Secure flashings with concealed fastening method.
E.Aluminum Plate Closures,Covers,Backpan,and Other Components:Aluminum sheet
matching curtain wall finish.
F.Fasteners: Aluminum,nonmagnetic stainless steel or other materials to be non-corrosive and
compatible with aluminum framing members,trim hardware,anchors,and other components.
1.Manufacturer's standard corrosion-resistant,nonstaining,nonbleeding fasteners and
accessories compatible with adjacent materials.Where exposes shall be stainless steel.
G.Anchors,Clips,and Accessories: Aluminum,nonmagnetic stainless steel,or zinc-coated steel
or iron complying with ASTM B 633 for SC 3 severe service conditions or other suitable zinc
coating;provide sufficient strength to withstand design pressure indicated.
1.Where steel anchors are used,provide insulation between steel material and aluminum
material to prevent galvanic action.
H.Fluid Applied Flashing: STP liquid applied flashing membrane for use at openings,
penetrations or transitions as detailed. Prosoco Fastflash or equivalent. Test compatibility
before using. Water Vapor Transmission: 21 perms,ASTM E96.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 44 13
GLAZED ALUMINUM CURTAIN WALLS
PERMIT DOCUMENTS -10/28/22 08 44 13 - 7
2.05 FABRICATION
A.Fabricate system components with minimum clearances and shim spacing around perimeter of
assembly,yet enabling installation and dynamic movement of perimeter seal.
B.Accurately fit and secure joints and corners.Make joints flush,hairline,and weatherproof.
C.Prepare components to receive anchor devices.Fabricate anchors.
D.Arrange fasteners and attachments to conceal from view.
E.Reinforce framing members for external imposed loads.
2.06 SHOP FINISHING
A.To match existing.
1.Painted Aluminum Surfaces:
a.High Performance Organic Coating:Fluoropolymer coating system complying with
AAMA 2605 minimum two-coat,with minimum 70 percent polyvinylidene fluoride
resin.
b.Color:EFCO custom color 70%2-coat Ultrapon River Rouge Red E63-982.
B.Concealed Steel Items:Galvanized to ASTM A123;minimum 2.0 oz/sq ft coating thickness;
galvanize after fabrication.
C.Apply bituminous paint to concealed aluminum and steel surfaces in contact with cementitious
or dissimilar materials.
D.Shop and Touch-Up Primer for Steel Components:SSPC Paint 25 red oxide.
E.Touch-Up Primer for Galvanized Steel Surfaces:SSPC Paint 20 zinc rich.
F.Extent of Finish:
1.Apply factory coating to surfaces exposed at completed assemblies.
2.Apply finish to surfaces cut during fabrication so no natural aluminum is visible in
completed assemblies,including joint edges.
PART 3EXECUTION
3.01 EXAMINATION
A.Section 013100 -Project Management and Coordination:Coordination and project conditions.
B.Verify dimensions,tolerances,and method of attachment with other work.
C.Verify wall openings and adjoining air barrier and vapor retarder materials are sealed together
and ready to receive Work of this section.
3.02 INSTALLATION
A.Install wall system in accordance with AAMA MCWM-1 -Metal Curtain Wall,Window,Store
Front and Entrance -Guide Specifications Manual.
B.Attach to structure to permit sufficient adjustment to accommodate construction tolerances and
other irregularities.
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SECTION 08 44 13
GLAZED ALUMINUM CURTAIN WALLS
PERMIT DOCUMENTS -10/28/22 08 44 13 - 8
C.Provide alignment attachments and shims to permanently fasten system to building structure.
D.Align assembly plumb and level,free of warp or twist.Maintain assembly dimensional
tolerances and align with adjacent Work.
E.Provide thermal isolation where components penetrate or disrupt building insulation.
F.Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of
thermal barrier.
G.Install glass to achieve performance criteria conforming with installation requirements specified
in Section 088000 -Glazing.
H.Install perimeter sealant to method required to achieve performance criteria conforming with
installation criteria specified in Section 079200 -Joint Sealants.
3.03 FIELD QUALITY CONTROL
A.Section 017300 -Execution:Field inspecting,testing,adjusting,and balancing.
B.Inspection to monitor quality of installation and glazing.
3.04 MANUFACTURER'S FIELD SERVICES
A.Section 014000 -Quality Requirements:Manufacturers’field services.
B.Curtain wall and glass product manufacturers to provide field surveillance of installation of their
Products.
C.Monitor and report installation procedures and unacceptable conditions.
3.05 CLEANING
A.Section 017700 -Closeout Procedures.
B.Remove protective material from prefinished aluminum surfaces.
C.Wash down surfaces with solution of mild detergent in warm water,applied with soft,clean
wiping cloths.Take care to remove dirt from corners.Wipe surfaces clean.
D.Remove excess sealant by moderate use of mineral spirits or other solvent acceptable to
sealant manufacturer.
3.06 PROTECTION OF INSTALLED CONSTRUCTION
A.Protect finished Work from damage.
B.Remove protections at Substantial Completion.
END OF SECTION 08 44 13
RENTON SCHOOL DISTRICT NO. 403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 71 00
DOOR HARDWARE
PERMIT SET – 10/28/22 08 71 00 - 1
PART 1 - GENERAL
1.1 SUMMARY
A.Section includes: Work under this section includes the complete door hardware requirements for the
project. Quantities listed are for the Contractor's convenience only and are not guaranteed. Items not
specifically mentioned, but necessary to complete the work shall be furnished, matching the items
specified in quality and finish
B.Related Sections:
1.Section 08 12 13 – Hollow Metal Frames
2.Section 08 13 13 - Hollow Metal Doors
3.Division 26 – Electrical
4.Division 28 – Electronic Safety and Security
C.Electronic Hardware Coordination: Coordinate Work of this Section with the requirements of systems
specified under Divisions 26 and 28, as required to provide materials, fabrication, and installation for
complete and operating system meeting the operational requirements stated.
1.2 REFERENCES
A.Standards: Current edition at date of bid.
1.ADAAG – Americans with Disabilities Act, “Accessibility Guidelines for Buildings and Facilities”
2.ANSI/BHMA A156.18 – Materials and Finishes
3.NFPA 80 – Standard for Fire Doors and Windows
4.Underwriters Laboratories – Building Materials Directory
5.UL 10C – Underwriters Laboratories, “Positive Pressure Fire Tests of Door Assemblies”.
6.ICC/ANSI A117.1 – “Accessible and Usable Building and Facilities”
B.Codes:
1.Washington State Building Code, Chapter 51-50 WAC
1.3 SUBMITTALS
A.General Requirements: Submittals shall be in accordance with Section 01 3300 Submittal Procedures.
B.Product Data: Submit manufacturer’s data for each item of Door Hardware.
C.Hardware Schedule: Submit a detailed Door Hardware Schedule.
1.The submitted Door Hardware Schedule shall indicate the complete designation of every item
required for each door or opening.
2.Furnish cover sheet listing title of project as shown on the Contract Documents, name, address,
phone and fax numbers of Owner, Architect, Contractor, and Supplier, name of Certified Hardware
Consultant, and date of submittal.
3.List each opening individually under separate headings in the same order as the door schedule.
Do not group like or similar doors under a single heading. Do not continue headings on separate
pages.
4.Each heading shall indicate opening location, handing, degree of opening, door size, type, fire
rating, and Door and Frame material.
RENTON SCHOOL DISTRICT NO. 403
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SECTION 08 71 00
DOOR HARDWARE
PERMIT SET – 10/28/22 08 71 00 - 2
5.Indicate product Manufacturer and incorporate cross-reference to symbols used in Article 2.14
Hardware Schedule.
6.Include an index indicating door, heading, and page numbers and locking function for each
opening.
7.Locations shall be included and miscellaneous hardware items.
8.A cross reference for abbreviations or symbols used shall be included.
9.Schedules in coded or horizontal format are unacceptable.
10.Hardware Schedule shall document modifications required for application of new hardware
specified on existing door and frames. See Paragraph 3.1 C.
11.Submittals not conforming to these requirements will be returned without review,
12.Processing: Hardware schedules will not be reviewed by the Architect until they have been
reviewed and approved by Contractor.
13.Revisions: The Finish Hardware Submittal shall be kept current throughout the project duration.
Revisions incorporated shall be submitted in accordance with the above requirements. Submit
only cover sheet and revised pages. Clearly identify changes from previous submittal content.
D.Samples: If requested by the Architect, submit one (1) sample of each exposed hardware category,
finished as required, and tagged with full description for coordination with the hardware schedule.
Samples will be reviewed, by the Architect, for design and finish only, compliance with other requirements
is the responsibility of the Contractor. Units which are acceptable and remain undamaged through
submittal procedures may be used on the project.
E.Color Samples: Submit color charts and physical samples of each product requiring color selection.
F.Keying Schedule: Key Schedule: Submit a key schedule indicating the complete project key system for
approval.
G.Wiring Diagrams and Risers:
1.Submit electronic hardware system riser and terminal-to-terminal wiring diagrams for each
Electronic Hardware application, cross-referenced to the Door Hardware Submittal and Door
Schedule.
2.Include voltage, wire quantity and gauge requirements along with product data and installation
instructions.
3.Indicate connection points to equipment provided under Divisions 26 and 28.
4.Wiring Diagrams must be produced by the product manufacturer, or prior approved firms.
H.Operations and Maintenance Data.
1.Submit Operations and Maintenance Manuals under the provisions of Section 01 78 24
Operations & Maintenance Data.
2.Manuals shall contain final copy of the Door Hardware Submittal, Product Data, Parts Lists and
Diagrams, Key Schedule, Installation Instructions, Wiring Diagrams, and Warrantees.
1.4 QUALITY ASSURANCE
A.Supplier:
1.Door hardware shall be supplied by a recognized builders’ hardware supplier who has been
furnishing hardware in the same area as the project for a period of not less than five (5) years.
2.Factory direct, authorized, and stocking distributor of the Exit Devices, Locksets and Door
Closers.
3.Employ an Architectural Hardware Consultant, certified by the Door and Hardware Institute.
RENTON SCHOOL DISTRICT NO. 403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 71 00
DOOR HARDWARE
PERMIT SET – 10/28/22 08 71 00 - 3
B.Approved Suppliers: The below listed suppliers are approved for use on this project. Alternative suppliers
must be pre-approved in accordance with Division 1 Section, Product Requirements. Other proposed
suppliers must submit a resume of similar successfully completed projects for prior approval.
Builders Hardware & Supply Co., Inc.Seattle, WA (206) 281-3700
Kinship Group Auburn, WA (253) 288-8455
Washington Architectural Hardware Co.Tacoma, WA (253) 471-9150
C.Source: Obtain each kind of Hardware (Butts, Locksets, Exit Devices, Door Closers, etc.) from only one
manufacturer.
D.Installer: Door Hardware shall be installed only by experienced tradesmen in compliance with trade
union jurisdictions, either at the door and frame fabrication plant or at the project site.
E.Automatic Operators:
1.The Operators and Accessories shall be installed by factory authorized and trained personnel and
certified in compliance with American Association of Automatic Door Manufacturers (AAADM)
requirements.
2.The below listed installers are approved for use on this project. Alternative installers must be pre-
approved by procedure for “substitutions” described in Section 01 6000 Product Requirements.
Other proposed installers must submit a resume of similar successfully completed projects for
prior approval:
Commercial Hardware Services Auburn, WA (253) 638-8684
Western Entrance Technology Monroe, WA (360) 863-9382
3.Pre-installation Conference: Prior to commencement of electrical work, provide for local factory
representatives of the Automatic Operators to attend a pre-installation conference to review rough
in and installation requirements with representatives of the General Contractor, Electrical
Contractor, Door Hardware Supplier, Automatic Operator and Door Hardware Installers.
4.Certificates: Prior to substantial completion, provide certification from the local manufacturers
representative of the Automatic Operators that all Operator applications are installed in
accordance with manufacturer recommendations. Submit certification in writing to the Owner in
care of the Architect.
F.Templates: Furnish hardware templates for each fabricator of doors, frames and other work to be factory
prepared for the installation of hardware. Upon request, check the shop drawings of such other work to
confirm that provisions will be made for the proper installation of hardware.
G.Regulatory Requirements:
1.Comply with applicable local and state current building codes.
2.Hardware for fire-rated openings shall also be in compliance with fire building codes applicable to
the district in which the building is located. Provide only hardware which has been tested and
listed by “UL” for the types and sizes of doors required, and which complies with the requirements
of the door and door frame labels. Provide Door Closers, Automatic self latching bolts,
coordinators, gasketing, and astragals if required to conform to label requirements.
3.Comply with the requirements of ADAAG and ICC/ANSI A117.1 – Accessible and Usable Building
and Facilities.
1.5 PRODUCT HANDLING AND STORAGE
A.Packaging: Each item or package is to be separately tagged with identification related to the final
hardware schedule. Complete installation instructions shall be included in the packages.
RENTON SCHOOL DISTRICT NO. 403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 71 00
DOOR HARDWARE
PERMIT SET – 10/28/22 08 71 00 - 4
B.Storage: Provide a locked room at the jobsite for the storage of the hardware.
1.6 WARRANTY
A.Submittal: Submit Warrantees in accordance with Section 01 78 36, Warranty.
B.Door hardware shall be guaranteed against defects in workmanship and operation for a period of two
years, backed by a factory guarantee of the hardware manufacturer. The following products shall be
guaranteed for periods beyond two years:
1.Locksets: ten years
2.Door Closers: twenty five years
3.Panic Devices: five years
1.7 MAINTENANCE
A.Furnish the following extra materials, which shall be delivered directly to the Owner prior to substantial
completion, in accordance with Section 01 7700 Closeout Requirements.
B.Provide one set of Special Tools required for installation and adjustment
PART 2 - PRODUCTS
2.1 MATERIALS
A.Manufacturers: Products may be furnished by the manufacturers listed under “As Specified” below, or
equivalent products of type, grade, design, and function from manufacturers listed under “Acceptable
Substitutions”. Requests for products not listed must be made in accordance with Section 01 6000
Product Requirements.
Product As Specified Acceptable Substitutions
Butt Hinges Hager (HA)Ives, Stanley
Locksets Sargent (SA)None
Cylinders and Keying Sargent (SA)None
Exit Devices Von Duprin (VO)None
Electric Strikes HES (HES)Von Duprin
Magnetic Locks Securitron (SEC)None
Door Closers Sargent (SA)None
Automatic Operators Record (RE)None
Activation Switches Camden (CM)Curran, Larco
Kick & Mop Plates Tice (TI)Ives, Trimco
Wall and Floor Stops Trimco (TR)Pre-approved equal
Overhead Stop and Holders ABH (ABH)ABH, DynaLock
Gasket National Guard (NGP)Reese, Zero
2.2 HARDWARE MATERIALS AND FABRICATION
A.Fasteners: Provide fasteners for installation with each hardware item. Provide Phillips head fasteners,
countersunk oval, flat head, or undercut head as appropriate for material to be installed.
RENTON SCHOOL DISTRICT NO. 403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 71 00
DOOR HARDWARE
PERMIT SET – 10/28/22 08 71 00 - 5
B.Compatibility: Provide fasteners which are compatible with both unit fastened and substrate, and which
will not cause corrosion or deterioration of hardware, base material, or fastener.
2.3 HARDWARE FINISHES
A.General: Unless specifically indicated otherwise, provide architectural hardware in the following finishes.
1.Finish in general shall be: US26D, Satin Chrome Plated (BHMA 626), except:
2.Locksets and Exit Devices: US32D, Satin Stainless Steel (BHMA 630).
3.Interior Hinges: US26D, Satin Chrome plated over steel base (BHMA 652).
4.Door Closers and Automatic Operators: Aluminum Painted (BHMA 689).
5.Kick Plates: .050 US23D, Satin Stainless Steel (BHMA 630).
6.Smoke Gasketing: As Selected.
2.4 BUTT HINGES
A.Quantity (per Leaf):
1.Door Openings 60 to 90”: three each.
2.Doors over 90”: Furnish one additional for each 30” increment or fraction thereof.
B.Sizes:
1.1-3/4" Vestibule Doors: 5 x 4-1/2"
2.1-3/4" Interior Doors up to and including 36": 4-1/2 x 4-1/2"
3.1-3/4" Interior Doors over 36": 5 x 4-1/2"
C.Pins: Hinges shall have non-removable pins (NRP – Set Screw in Barrel).
D.Width: Width of Hinges shall be as required to clear projecting trim or other conditions to allow maximum
degree of opening.
E.Tips: Hinges shall have Flat Button Tips.
F.Non-Standard Sizes: For unusual size or weight doors, furnish type, size and quantity recommended by
the hinge manufacturer.
2.5 LOCKSETS AND CYLINDERS
A.Lever Design: Furnish all Mortise Locksets and Latches in LW1L Design
B.Backset: 2-3/4”
C.Fire Ratings: All Locksets and Latchsets shall be listed with Underwriters Laboratories for A label and
lesser class doors.
D.Cylinders:
1.Provide conventional non-interchangeable core Cylinders.
2.Provide Collars, Compression and Blocking Rings, and Cams as appropriate for each application.
E.Strikes: Provide Curved Lip Strikes with adequate projection to protect door trim. Provide flat, flush lip
strikes for pairs of doors with overlapping Astragals.
RENTON SCHOOL DISTRICT NO. 403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 71 00
DOOR HARDWARE
PERMIT SET – 10/28/22 08 71 00 - 6
F.Strike Boxes: Provide manufacturers standard wrought or plastic strike boxes.
2.6 PANIC DEVICES AND FIRE EXIT HARDWARE
A.Rated Openings: Provide UL listed Fire Exit Devices at rated openings.
B.Sizes: Provide Exit Devices sized in accordance with the manufacturer manufacturers recommendations.
C.Removable Mullions: Provide Mullion Spacer Blocks for installation in narrow stop frames.
D.Vision Frames: Provide Glass Bead Kits where interference with vision frames occurs.
2.7 DOOR CLOSERS
A.Drop Plates: Furnish drop plates where doors have insufficient height top rails, or where Regular Arm
Door Closers are used in conjunction with Concealed Overhead Stops.
B.Fluid: Furnish cold weather fluid, at exterior & vestibule doors. Furnish non-flammable fluid at fire rated
openings in conformance with UL Standard 10C.
C.Spacer Blocks: Furnish Spacer Blocks and/or shoe supports where frame stop does not provide for
adequate support for the parallel arm soffit shoe.
D.Special Mounting: Provide special closer mounting as required where interference with weatherstrip or
sound seals occurs.
2.8 KICK, MOP AND ARMOR PLATES
A.General: Kick Plates shall be applied to the Push Side of the Door.
B.Pair Openings: Furnish two Kick Plates for pair openings.
C.Fasteners: Provide stainless steel Phillips oval/undercut head, full tread type sheet meal screws for
fastening not more than 5 inches on center, colored to match plate.
D.Material: Plates shall be .050 Stainless Steel, beveled four edges (B4E) with Satin #4 finish.
E.Width: All plates shall be furnished with width as required to provide 1/4” clearance at sides of doors,
frame stops, astragals, and stop applied seals.
2.9 AUTOMATIC OPERATORS AND ACCESSORIES
A.Locate Wall Plate Actuators and Key Switch as noted in the Architectural Drawings or as directed by
Architect.
B.Wiring: All System Wiring shall be concealed in the Wall and Door Frame.
C.Wiring Diagrams: Submit Wiring Diagrams in accordance with paragraph 1.04.I.
D.Coordination: Coordinate location, rough-in and wiring requirements with Electrical Contractor.
RENTON SCHOOL DISTRICT NO. 403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 71 00
DOOR HARDWARE
PERMIT SET – 10/28/22 08 71 00 - 7
2.10 STOPS AND HOLDERS
A.Pair Openings: Furnish two Stops for Pair Openings.
B.Site Conditions: Where wall stops are not applicable, furnish floor stops 1215CKU, or Overhead Stops if
required.
2.11 GASKETING
A.Furnish gaskets for complete perimeter of opening, including mullions.
2.12 DOOR SILENCERS
A.General: Furnish Rubber Door Silencers for all openings.
B.Quantity: Furnish three for each single door frame, and four for each pair of door frames.
C.Type: Trimco 1229A
2.13 KEYING
A.The key operated products (Locksets, Cylinders, Deadlocks, etc.) specified in this section shall be keyed
to the existing factory registered Sargent Grand Master Key system.
B.Provide Brass Construction Cylinders and Keys for all Locksets and Exit Devices during the construction
period.
C.The Door Hardware Supplier shall meet with the Owner to prepare the permanent keying schedule.
Submit for approval in accordance with paragraph 1.04 H.
D.The Permanent Cylinder, Change Keys, and Control Keys, prepared according to the approved keying
schedule, shall be transmitted directly to the Owner, prior to substantial completion. The Contractor shall
remove the construction Cylinders and install the permanent Cylinders. All Construction Cylinders shall
be returned to the Door Hardware Supplier.
E.All Permanent Cylinders and Keys shall be sent direct from the lock manufacturer via Registered Mail,
Return Receipt Requested.
F.Stamp all Keys “Do not Duplicate” and with change designation as directed.
G.Furnish:
1.Four change keys per Lockset or Cylinder. Where quantity of less than four Change Keys per
Lock or Cylinder is required, equivalent value of Key Blanks shall be provided.
2.Four Construction Keys
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SECTION 08 71 00
DOOR HARDWARE
PERMIT SET – 10/28/22 08 71 00 - 8
2.14 HARDWARE GROUPS
HW-1
Door #009A
3 Each Hinges HA BB1199
1 Electrified Exit Device SA 16-55-56-8804 x MSL
1 Power Transfers SE CEPT-10
1 Automatic Operator RE 8100-PUSH x FWH
1 Wall Activation Switches CM CM-45/4
1 Overhead Stop ABH 1020SL Series
1 Kick Plate TI B4EKP
1 Threshold NGP 659
1 Door Sweep NGP 200NA
Card Reader and Power Supply By Division 28
HW- 2
Door #09B
3 Each Hinges HA BB1168
1 Storeroom Lockset SA 8204
1 Electric Strike HES 4500C x 2005M3
1 Door Closer SA 351-P10
1 Overhead Stop ABH 1020SL Series
1 Kick Plate TI B4EKP
1 Set Gasket NGP 2525C
Card Reader and Power Supply By Division 28
HW- 3
Door #010A
3 Each Hinges HA BB1168
1 Storeroom Lockset SA 8204
1 Electric Strike HES 4500C x 2005M3
1 Automatic Operator RE 8100-PUSH x FWH
1 Jamb Activation Switches CM CM-25/4
1 Overhead Stop ABH 1020SL Series
1 Kick Plate TI B4EKP
1 Set Gasket NGP 2525C
Card Reader and Power Supply By Division 28
RENTON SCHOOL DISTRICT NO. 403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 71 00
DOOR HARDWARE
PERMIT SET – 10/28/22 08 71 00 - 9
HW- 4
Door #010B
3 Each Hinges HA BB1168
1 Storeroom Lockset SA 8204
1 Electric Strike HES 4500C x 2005M3
1 Magnetic Lock SEC M62
1 Door Closer SA 351-P10
1 Kick Plate TI B4EKP
1 Wall Stop TR 1298
1 Set Gasket NGP 2525C
Card Reader and Power Supply By Division 28
HW- 5
Door #024
1 Magnetic Lock SEC M62
HW- 6
Door #100A
Existing Hardware to remain
PART 3 - EXECUTION
3.1 PREPARATION
A.Examination: Examine Doors, Frames, and related items for conditions that would prevent the proper
application and operation of the Doors and Finish Hardware. Do not proceed until defects are corrected.
B.Provide solid blocking for wall mounted components.
C.Site Review. Hardware Supplier shall visit jobsite prior to submitting Hardware Schedule to document
modifications required for application of new hardware specified on existing door and frames.
D.Fasteners: Check conditions and use fastening devices as needed to securely anchor the hardware as
per manufacturer's published templates. Self-tapping sheet metal screws are not acceptable.
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3.2 INSTALLATION
A.Mounting Heights: Mount units at heights as recommended in "Recommended Locations for
Architectural Hardware for Standard Steel Doors and Frames (2001)" by Doors and Hardware Institute,
except as indicated below. Products not specifically covered shall be installed in accordance with the
manufacturer templates and instructions.
1.Hinges:
a.Top Hinge: 7-1/4”, Top of frame rabbet to centerline of hinge.
b.Bottom Hinge: 12-1/4”, Bottom of Frame to centerline of hinge
c.Intermediate Hinges: Centered, equal spacing between top and bottom hinges.
2.Mortise Lock Strikes: 40”, bottom of frame to centerline of Strike.
3.Exit Devices: 40”, bottom of frame to centerline of the Device.
4.Wall Stops: Locate Wall Stops intended for use with Lever Handle Locksets and Exit Devices at
the Centerline of the Spindle or Pull.
B.Install each hardware item in compliance with manufacturer's instructions.
1.Cutting and Fitting: Wherever cutting and fitting are required to install hardware surfaces which
will be painted or finished at a later time, install each item completely and then remove and store
in a secure place. After completion of the finishes, re-install each item.
2.Finishes: Do not install surface-mounted items until finishes have been completed on the
substrate.
3.Install Fire Rated Openings to comply with NFPA 80.
4.Door shall swing to the maximum degree that project conditions will allow. The swings indicated
on the floor plan are intended to depict direction and do not indicate full degree of opening.
5.Trim Exit Devices to provide 1-1/2” clearance between End Cap and hinge jamb stop face and/or
stop applied weatherstrip.
6.Door Closers shall be located to allow maximum degree of opening that project conditions will
allow. Door Closers shall not be used to stop the door, except for models equipped with an
integral stop-on-the-arm feature.
7.Floor Stops: Locate Floors Stops at maximum degree of opening that project conditions will allow.
Do not locate Floor Stops where they create a hazardous condition. Stops should be located no
more than 1/3 Door width from the latch edge of the Door.
8.Smoke Gasket:
a.Completely clean frame and apply gasket in accordance with manufacturer’s instructions.
b.Apply Gasket to Door rabbet of hinge jamb and to stop face of Strike Jamb and Headers,
as described in Pemko’s installation instructions for alternative positioning.
C.Adjust and check each operating item of hardware and each door to insure proper operation or function
of every unit. Replace units which cannot be adjusted to operate freely and smoothly.
3.3 EXISTING DOORS AND FRAMES
A.General. Where new Hardware is specified for existing Doors, remove corresponding existing
component, prepare door and frame for new component. Advise architect where conditions exist that
would prevent the proper application and operation of the Doors and Door Hardware
B.Hollow Metal Doors and Frames: Prepare existing Hollow Metal Doors and Frames to accept new Finish
Hardware as specified. Doors and Frames are to be cut, reinforced, and welded as required. For
estimation purposes, the General Contractor may assume that all Frames cavities are grouted full with
cement grout. All remaining holes are to be fitted with metal filler and ground smooth. Fill any cracks or
gouges as required for refinishing.
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3.4 ADJUSTMENT
A.Wherever hardware installation is made more than one (1) month prior to acceptance or occupancy,
make a final check and adjustment of hardware during the week prior to acceptance or occupancy.
Clean and lubricate operating items as necessary to restore proper function and finish of hardware and
doors. Adjust door control devices to compensate for final operation of heating and ventilating
equipment.
B.Door Closer Adjustment: After mechanical systems have been balanced, adjust Door Closers to comply
with following ICC/ANSI A117.1 requirements, as modified by WAC 51-50 and the International Building
Code:
1.Closing Speed: Door Closers shall be adjusted so that from an open position of 90 degrees, the
time required to move the door to an open position of 12 degrees shall be 5 seconds minimum.
2.Opening Force: The maximum force for pushing or pulling a door open shall be as follows: (these
forces do not apply to the force required to retract latch bolts or disengage other devices securing
the door.
a.Fire Doors: The minimum opening force allowable by the appropriate administrative
authority.
b.Interior Doors: 5.0 lbf. (22.2 N)
3.Adjust backcheck to prevent damage to the closer, hardware, door and frame, and wall.
C.Instruct Owner's Personnel in proper adjustment and maintenance of hardware and hardware finishes
END OF SECTION 08 71 00
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SECTION 08 80 00
GLAZING
PERMIT DOCUMENTS -10/28/22 08 80 00 - 1
PART 1GENERAL
1.01 SUMMARY
A.Section includes glass for curtainwall,metal frames and doors.
1.Glass glazing materials and installation requirements are included in this section for other
sections referencing this section.
B.Related Sections:
1.Section 079200 -Joint Sealants.
2.Section 081213 -Hollows Metal Frames.
3.Section 081313 -Hollow Metal Doors.
4.Section 084413 -Glazed Aluminum Curtainwall.
1.02 REFERENCES
A.American National Standards Institute:
1.ANSI Z97.1 -Safety Glazing Materials Used in Buildings Safety.
B.American Society of Civil Engineers:
1.ASCE 7 -Minimum Design Loads for Buildings and Other Structures.
C.ASTM International:
1.ASTM C864 -Standard Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks,and Spacers.
2.ASTM C1036 -Standard Specification for Flat Glass.
3.ASTM C1048 -Standard Specification for Heat-Strengthened and Fully Tempered Flat
Glass.
4.ASTM C1193 -Standard Guide for Use of Joint Sealants.
D.Consumer Product Safety Commission:
1.CPSC 16 CFR 1201 -Safety Standard for Architectural Glazing Material.
E.Glass Association of North America:
1.GANA -Sealant Manual.
2.GANA -Glazing Manual.
1.03 SUBMITTALS
A.Section 013300 -Submittal Procedures.
B.Product Data: For each glass product and glazing material indicated.
1.Glass:Provide structural,physical and environmental characteristics,size limitations,
special handling or installation requirements.
2.Glazing Sealants,Compounds and Accessories:Provide chemical,functional,and
environmental characteristics,limitations,special application requirements.Identify
available colors where exposed.
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C.Glazing Schedule: List glass types and thicknesses for each size opening and location. Use
same designations indicated on Drawings.
D.Samples:
1.Glass:Submit one sample 12 x 12 inch in size,illustrating each glass unit,coloration and
design.
E.Certificates:Certify products meet or exceed specified requirements.
1.04 QUALITY ASSURANCE
A.Perform Work in accordance with GANA Glazing Manual and GANA Sealant Manual,for
glazing installation methods.
B.Differential Shading: Design glass to resist thermal stresses induced by differential shading
within individual glass lites.
C.Safety Glazing Products: Comply with testing requirements in 16 CFR 1201. Subject to
compliance with requirements,obtain safety glazing products permanently marked with
certification label of the Safety Glazing Certification Council or another certification agency
acceptable to authorities having jurisdiction.
1.Lites more than 9 square feet (sf)in area are required to be Category II materials.
2.Where glazing units,including Kind FT glass and laminated glass,are specified in Part 2
articles for glazing lites,more than 9 sf.in area,provide glazing products that comply with
Category II materials,and for lites 9 sf.or less in area,provide glazing products that
comply with Category I or II materials.
D.Qualifications
1.Installer:Company specializing in performing Work of this section with minimum five years
documented experience.
2.Insulating Glass Manufacturer: A qualified insulating-glass manufacturer whose specific
production location and equipment for this project is certified by the coated glass
manufacturer.
E.Regulatory Requirements
1.Safety Glazing: Conform to IBC 2406 for locations within doors,windows,and other
openings specified by Sections related to work of this Section.
2.Shading Coefficients and U-Factors: Conform to Washington State Non Residential
Energy Code.
F.Source Limitations for Glass: Obtain all glazing from single manufacturer.
G.Source Limitation for Glazing Accessories: Obtain all glazing accessories from single
manufacturer.
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PERMIT DOCUMENTS -10/28/22 08 80 00 - 3
1.05 ENVIRONMENTAL REQUIREMENTS
A.Environmental Limitations: Do not proceed with glazing when ambient and substrate
temperature conditions are outside limits permitted by glazing material manufacturers and when
glazing channel substrates are wet from rain,frost,condensation or other causes.
B.Section 016000 -Product Requirements.
C.Do not install glazing sealants when ambient temperature is less than 40 degrees F.
D.Maintain minimum ambient temperature before,during and 24 hours after installation of glazing
compounds.
1.06 DELIVERY,STORAGE AND HANDLING
A.Protect glazing materials according to manufacturer’s written instructions. Prevent damage to
glass and glazing materials from condensation,temperature changes,direct exposure to sun,
or other causes.
B.Delivery:
1.Deliver glass to site in accordance with manufacturer’s instructions.
2.Deliver glass in manufacturer’s or fabricator’s original containers and packaging,with
labels clearly identifying product name and manufacturer.
C.Storage:
1.Store glass in accordance with manufacturer’s instructions.
2.Store glass in clean,dry area indoors.
3.Protect from exposure to direct sunlight and freezing temperatures.
4.Apply temporary coverings loosely to allow adequate ventilation.
5.Protect from contact with corrosive chemicals.
6.Avoid placement of glass edge on concrete,metal,and other hard objects.
7.Rest glass on clean,cushioned pads at ¼-points.
D.Handling:
1.Handle glass in accordance with manufacturer’s instructions.
2.Protect glass from damage during handling and installation.
3.Do not slide one lite of glass against another.
4.Do not use sharp objects near unprotected glass.
1.07 WARRANTIES
A.Glazing Installer to warrant the installed glazing,agreeing to provide full material and labor to
replace any and all broken glazing for a period of five (5)years from the date of Substantial
Completion-except for breakages caused by misuse,impact,vandalism,or civil unrest.
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B.Glazing Sub-Contractor/installer to warrant and agree to replace all glass units broken by
temperature changes,proven flaws in materials or workmanship,and normal deflection up to
the specified limits for a period of five (5)years from date of Substantial Completion,excluding
damage from misuse,impact,or vandalism.
C.Manufacturer's Special Warranty for Coated-Glass Products: Manufacturer's standard form in
which coated-glass manufacturer agrees to replace coated-glass that deteriorates within
specified warranty period. Deterioration of coated glass is defined as defects developed from
normal use that are not attributed to glass breakage or to maintaining and cleaning coated
glass contrary to manufacturer's written instructions. Defects include peeling,cracking,and
other indications of deterioration in coating.
D.Special Warranty on Insulating Glass: Provide written warranty signed by manufacturer of
insulating glass,agreeing to furnish FOB project site replacements for insulating glass units
which have deteriorated. Warranty shall be for a period of 10 years from date of Substantial
Completion. “Deteriorated”shall be defined as having a failure in the seals of the glass units
causing constant or intermittent appearance of condensation or other loss of visual clarity.
E.Special Warranty on Laminated Glass: Manufacturer’s standard form in which laminated-glass
manufacturer agrees to replace laminated-glass units which have deteriorated. Warranty shall
be for a period of 10 years from date of Substantial Completion. “Deteriorated”shall be defined
as defects developed from normal use that are not attributed to glass breakage or to
maintaining and cleaning laminated glass contrary to manufacturer’s written instructions.
Defects include edge separation,delamination materially obstructing vision through glass,and
blemishes exceeding those allow by referenced laminated-glass standard.
PART 2PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A.Float Glass:
1.Basis of Design: Guardian (www.guardian.com).
2.Viracon (www.viracon.com).
3.Vitro (www.vitroglazings.com)
B.Insulated Units:
1.Basis of Design: Hartung Glass-Tukwila,WA. http://hartung-glass.com
2.Garibaldi Glass-Burnaby,BC. www.garibaldiglass.com
3.Oldcastle Building Envelope -Battle Ground,WA www.obe.com
4.Vitrum Glass Group -Langley,BC www.vitrum.ca
C.Substitutions: Under provisions of Section 012500.
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2.02 PERFORMANCE REQUIREMENTS
A.General: Installed glazing systems shall withstand normal thermal movement and wind and
impact loads (where applicable)without failure,including loss or glass breakage attributable to
the following: defective manufacture,fabrication,or installation;failure of sealants or gaskets to
remain watertight and airtight;deterioration of glazing materials;or other defects in
construction.
B.Size glass to withstand dead loads and positive and negative live loads acting normal to plane
of glass as calculated in accordance with applicable code,to design pressure as measured in
accordance with ASTM E330, as calculated in accordance with ASCE 7 -Calculation of Wind
Loads.
C.Seismic Requirements:Determine in conformance to ASCE 7,Section 13.5.9.
D.Delegated Design:Design glass,including comprehensive engineering analysis according to
ASTM E1300 by a qualified professional engineer.
1.Design Wind Pressures: Refer to Structural General Notes.
2.Design Snow Loads: Refer to Structural General Notes.
3.Vertical Glazing: For glass surfaces sloped 15 degrees or less from vertical,design glass
to resist design wind pressure based on glass type factors for short duration load.
4.Differential Shading: Design glass to resist thermal stresses induced by differential
shading with individual glass lites.
E.The center-of-glass deflection of the glazing shall be limited so that all of the following
requirements are met:
1.The structural capacity of the glazing composition is not exceeded.
2.The glazing composition remains reliably engaged with a suitable margin of safety under
the most critical design condition.
3.The center-of-glass deflection does not exceed 1".
4.The center-of-glass deflection does not exceed the short side dimension of the unit
divided by 100.
F.Thermal Movements: Allow for thermal movements from ambient and surface temperature
changes acting on glass framing members and glazing components.
1.Temperature Change: 120 deg F,ambient;180 deg F,material surfaces.
G.Thermal and Optical Performance: Provide exterior glazing products with performance
properties as indicated. Performance properties are in accordance with manufacturer’s
published data as determined with the following procedures and/or test methods:
1.Center of Glass U-Value:Comply with NFRC 100 using Lawrence Berkeley National
Laboratory (LBNL)Window 6.3 computer program.
2.Center of Glass Solar Heat Gain Coefficient (SHGC):Comply with NFRC 200 using
Lawrence Berkeley National Laboratory (LBNL)Window 6.3 computer program.
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PERMIT DOCUMENTS -10/28/22 08 80 00 - 6
3.Solar Optical Properties:Comply with NFRC 300 test method.
2.03 FLOAT GLASS PRODUCTS
A.Float Glass:Comply with ASTM C1036,Type 1,Class 1,q3,unless otherwise indicated.
B.Heat Treated Float Glass:Comply with ASTM C1048,Type 1,Class 1,q3 unless otherwise
indicated,of Kind and Condition indicated.
C.Laminated Float Glass:Comply with ASTM C 1172 and testing requirements in 16 CFR1201 for
Category II materials,and with other specific requirements indicated. Use materials that have a
proven record of not tendency to bubble,discolor,or lose physical and mechanical properties
after fabrication and installation.
2.04 MONOLITHIC UNITS
A.(GL-1)Clear Heat Strengthened Glass:¼inch minimum,Quality Q3,Kind HS heat
strengthened,Condition A uncoated,float glass.
B.(GL-2): Clear Tempered,¼inch minimum,Kind FT Condition A;where safety glazing is
required,unless otherwise indicated.Provide safety glazing label.
2.05 LAMINATED UNITS
A.(GL-5)Clear Heat Strengthened Laminated Glass:¼inch,Kind HS;two 1/8 inch layers with
.060 inch clear pvb interlayer.
2.06 INSULATING UNITS
A.Low Emissivity Coating (Low E): Low-emissivity coated glass produced by sputter coating
technology applied in a vacuum chamber. Coating shall be applied to the #2 surface. Low-
emissivity coated glass shall meet the following performance values;values listed have been
based on Guardian SN 68 on Clear in a double panel 1 inch insulating unit. Approved equals
also accepted. Substitutions refer to Section 012500.
1.Low E Type: Guardian SunGuard SN 68 on Clear
a.Visible light transmittance: 68%minimum.
b.U-Value:Winter (Argon Filled Cavity Space)-0.25 maximum.
c.Solar Heat Gain Coefficient:.37 maximum.
d.Shading Coefficient:.43 maximum.
e.Outdoor Visible Light Reflectance: 11%maximum.
B.Double Pane Insulating Units: Qualify according to ASTM E2190,with glass elastomer edge
seal and dehydrated interspace.
1.(IG-1)Heat Strengthened/Heat Strengthened.
a.Total Thickness: 1 inch nominal.
b.Exterior Pane: GL-1.
c.Interspace: ½inch,90%argon/10%air fill.
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d.Interior Pane: GL-1.
2.(IG-2)Tempered/Laminated (clear)
a.Total Thickness: 1 inch nominal.
b.Exterior Pane: GL-2.
c.Interspace: ½inch,90%argon/10%air fill.
d.Interior Pane: GL-5.
e.Provide safety glazing label.
2.07 ACCESSORIES
A.Glazing Materials:Select glazing sealants,tapes,gaskets and additional glazing materials of
proven compatibility with other materials they will contact,including glass products, and glazing
channel substrates,under conditions of installation and service,as recommended by
manufacturer.
B.Silicone Glazing Sealant:ASTM C920,Type S,Grade NS,Class and Use suitable for glazing
application indicated;single component;chemical solvent curing;capable of water immersion
without loss of properties;non-bleeding,non-staining,cured Shore A hardness of 15 to 25 and
as specified Section 079200.
1.Color: As selected by Architect from manufacturer’s complete range.
C.Setting Blocks:Silicone compatible EPDM or silicone, 80 to 90 Shore A Durometer hardness,
length of 0.1 inch for each square foot of glazing or minimum 4 inch by width of glazing rabbet
space minus 1/16 inch by height to suit glazing method and pane weight and area.
D.Spacer Shims:Silicone compatible EPDM or silicone,50 to 60 Shore A durometer hardness,
minimum 3 inch long by one half the height of the glazing stop by thickness to suit application,
self adhesive on one face.
E.Glazing Gaskets:ASTM C864 Option II,resilient Silicone compatible EPDM or silicone,
extruded shapes to suit glazing channel retaining slot,50 to 60 Shore A durometer hardness,
one piece with molded corners,black color.
F.Glazing Tapes:
1.Preformed butyl compound with integral resilient tube spacing device,10 to 15 Shore A
durometer hardness,coiled on release paper,size and thickness as required for
conditions of installation,black color.
2.Expanded Cellular Glazing Tapes:Conform to AAMA 800.
3.Spacer Tape in Continuous Contact with Silicone:Tested for compatibility and approved
for intended purpose by sealant manufacturer.
G.Temporary Glazing Clips:Manufacturer's standard type.
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2.08 GLASS FABRICATION
A.Insulating Glass Units: Comply with ASTM E2190;Class CBA per ASTM E773 and E774
through IGCC Program.
1.Roll Wave: ASTM C1048. Orient roll wave in horizontal position and ensure that all lites
in an insulating unit are positioned with the same orientation.
a.Limit roll wave to a maximum of 0.005”from top to bottom of wave as measured by
calibrated industry accepted equipment.
b.Maximum center-kink of 0.001”when roll wave is measured over the surface of the
glass perpendicular o the direction of travel through the tempering furnace.
c.Maximum localized bow (warp)per lite shall be 1/32”per lineal foot,one-half of ASTM
C1048 allowance. Maximum overall bow (warp)per lite shall also be one-half of the
ASTM C1048 allowance.
2.Sealing System:Dual seal with polyisobutylene (butyl)primary seal and silicone
secondary seals as appropriate for glazing application. Use silicone at structural silicone
glazed systems as secondary seal.
a.Color: Black.
3.Air Space: For 1-inch insulated units,provide 1/2 inch air space.
4.Spacer Bar: Stainless steel,aluminum or composite warm edge space system;roll
formed design filled with desiccant on two sides,minimum. Conforming to IGMA
recommendations.
5.Edge Deletion:Delete low-e coating prior to fabrication of insulating units according to
coated glass manufacturer's instructions.
2.09 SOURCE QUALITY CONTROL AND TESTS
A.Provide shop inspection and testing for safety and insulated glass.
B.Test samples in accordance with ANSI Z97.1,ASTM E773,ASTM E546,and ASTM E576.
PART 3EXECUTION
3.01 EXAMINATION
A.Section 013100 -Project Management and Coordination: Coordination and project conditions.
B.Verify openings for glazing are correctly sized and within acceptable tolerance.
C.Verify surfaces of glazing channels or recesses are clean,free of obstructions impeding
moisture movement;weeps are clear,and ready to receive glazing.
D.Proceed with installation only after unsatisfactory conditions have been corrected.
3.02 PREPARATION
A.Clean contact surfaces with solvent and wipe dry.
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B.Clean glazing channels and other framing members receiving glass immediately before glazing.
Remove coatings not firmly bonded to substrates.
C.Examine glazing units to locate exterior and interior surfaces. Label or mark units as needed
so that exterior and interior surfaces are readily identifiable. Do no use materials that will leave
visible marks in the completed work.
D.Seal porous glazing channels or recesses with substrate compatible primer or sealer.
E.Prime surfaces scheduled to receive sealant.
3.03 INSTALLATION
A.Perform installation in accordance with GANA Glazing Manual and written recommendations of
glazing manufacturer/fabricator.
1.Glazing Sealants:Comply with ASTM C1193.
B.Exterior Wet/Dry Method (Preformed Tape and Sealant)Installation:
1.Cut glazing tape to length and set against permanent stops,3/16 inch below sight line.
Seal corners by butting tape and dabbing with compatible butyl sealant.
2.Apply heel bead of butyl sealant along intersection of permanent stop with frame ensuring
full perimeter seal between glass and frame to complete continuity of weather resistive
seal.
3.Place setting blocks at 1/4 points with edge block no more than 6 inches from corners.
a.Ensure that setting blocks support both exterior and interior pane of glass in an
insulating glass unit.
4.Rest glazing on setting blocks and push against tape [and heel bead of sealant]with
sufficient pressure to attain full contact at perimeter of pane or glass unit.
5.Install removable stops,with spacer strips inserted between glazing and applied stops,1/4
inch below sight line. Place glazing tape on glazing pane or unit with tape 1/4 inch below
sight line.
6.Fill gap between glazing and stop with elastomeric glazing sealant to depth equal to bite
of frame on glazing,but not more than 3/8 inch below sight line.
7.Apply cap bead of elastomeric glazing sealant along void between stop and glazing,to
uniform line,flush with sight line.Tool or wipe sealant surface smooth.
C.Exterior and Interior Gasket Glazed Method (Dry/Dry)Installation:
1.Fabricate compression gaskets in lengths recommended by gasket manufacturer to fit
openings exactly,with stretch allowance during installation.
2.Insert soft compression gasket between glass and frame or fixed stop so it is securely in
place with joints miter cut and bonded together at corners.
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3.Center glass lites in openings on setting blocks that support both exterior and interior
panes of glass in the insulating unit and press firmly against soft compression gasket by
inserting dense compression gaskets formed and installed to lock in place against faces of
removable stops. Start gasket applications at corners and work toward centers of
openings. Compress gaskets to produce a weathertight seal without developing bending
stresses in glass. Seal gasket joints with sealant recommended by gasket manufacturer.
4.Install gaskets so they protrude past face of glazing stops.
D.Exterior Wet Method (Sealant and Sealant)Installation:
1.Place setting blocks at 1/4 points and install glazing pane or unit.
a.Ensure that setting blocks support both exterior and interior pane of glass in an
insulating glass unit.
2.Install removable stops with glazing centered in space by inserting spacer shims both
sides at 24 inch intervals,1/4 inch below sight line.
3.Fill gaps between glazing and stops with elastomeric glazing sealant to depth of bite on
glazing,but not more than 3/8 inch below sight line to ensure full contact with glazing and
continue the weather resistive seal.
4.Apply sealant to uniform line,flush with sight line.Tool or wipe sealant surface smooth.
E.Interior Dry Method (Tape and Tape)Installation:
1.Cut glazing tape to length and set against permanent stops,projecting 1/16 inch above
sight line.
2.Place setting blocks at 1/4 points with edge block no more than 6 inches from corners.
a.Ensure that setting blocks support both exterior and interior pane of glass in an
insulating glass unit.
3.Rest glazing on setting blocks and push against tape for full contact at perimeter of pane
or unit.
4.Place glazing tape on free perimeter of glazing in same manner described above.
5.Install removable stop without displacement of tape.Exert pressure on tape for full
continuous contact.
6.Knife trim protruding tape.
F.Interior Wet/Dry Method (Tape and Sealant)Installation:
1.Cut glazing tape to length and install against permanent stops,projecting 1/16 inch above
sight line.
2.Place setting blocks at 1/4 points with edge block no more than 6 inches from corners.
a.Ensure that setting blocks support both exterior and interior pane of glass in an
insulating glass unit.
3.Rest glazing on setting blocks and push against tape to ensure full contact at perimeter of
pane or unit.
RENTON SCHOOL DISTRICT NO.403
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SECTION 08 80 00
GLAZING
PERMIT DOCUMENTS -10/28/22 08 80 00 - 11
4.Install removable stops,spacer shims inserted between glazing and applied stops at 24
inch intervals,1/4 inch below sight line.
5.Fill gaps between pane and applied stop with elastomeric glazing sealant to depth equal
to bite on glazing,to uniform and level line.
6.Trim protruding tape edge.
G.Interior Wet Method (Compound and Compound)Installation:
1.Install glazing resting on setting blocks.Install applied stop and center pane by use of
spacer shims at 24 inch centers,kept 1/4 inch below sight line.
a.Ensure that setting blocks support both exterior and interior pane of glass in an
insulating glass unit.
2.Install applied stop and center pane by use of spacer shims at 24 inch centers,kept 1/4
inch below sight line.
3.Locate and secure glazing pane using glazers'clips.
4.Fill gaps between glazing and stops with glazing compound until flush with sight line.Tool
surface to straight line.
3.04 FIELD QUALITY CONTROL
A.Section 014000 -Quality Requirements.
B.Monitor quality of glazing and glazing installation.
3.05 CLEANING
A.Section 017700 -Closeout Procedures: Final cleaning.
B.Remove excess glazing materials from finish surfaces immediately after application.
C.Remove labels after Work is complete.
D.Clean glass and adjacent surfaces after sealants are fully cured.
E.Clean glass on all exposed surfaces not more than 4 days prior to Date of Substantial
Completion in accordance with glass manufacturer's written recommendations.
3.06 PROTECTION OF INSTALLED CONSTRUCTION
A.Protect installed construction.
B.Protect exterior glass from damage immediately after installation by attaching crossed
streamers to framing held away from glass. Do not apply markers to glass surface. Remove
non-permanent labels and clean surfaces.
C.Protect glass from contact with contaminating substances resulting from construction
operations. If despite such protection,contaminating substances do come into contact with
glass,remove substances immediately as recommended in writing by glass manufacturer.
D.Remove and replace glass that is broken,chipped,cracked or abraded or that is damaged from
natural causes,accidents and vandalism during construction period.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 08 80 00
GLAZING
PERMIT DOCUMENTS -10/28/22 08 80 00 - 12
3.07 SCHEDULE
A.Refer to Relite and Window types on the drawings.
END OF SECTION 08 80 00
DIVISION 26
ELECTRICAL
DIVISION 09
FINISHES
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 09 21 16
GYPSUM BOARD ASSEMBLIES
PERMIT DOCUMENTS -10/28/22 09 21 16 - 1
PART 1GENERAL
1.01 SUMMARY
A.Section Includes:
1.Interior gypsum board.
2.Drywall trim and finishing (joint tape and compound).
B.Related Sections:
1.Section 079200 -Joint Sealants:Penetration,acoustical and joint sealants.
2.Section 081213 -Hollow Metal Frames:Coordination of frames and drywall details.
3.Section 099123 -Interior Painting: For finish paints and primers applied to gypsum board
assemblies.
1.02 REFERENCES
A.American Society for Testing and Materials:
1.ASTM C475 -Standard Specification for Joint Compound and Joint Tape for Finishing
Gypsum Board.
2.ASTM C840 -Standard Specification for Application and Finishing of Gypsum Board.
3.ASTM C954 -Standard Specification for Steel Drill Screws for the Application of Gypsum
Panel Products or Metal Plaster Bases to Steel Studs from 0.033 in.to 0.112 in in
Thickness.
4.ASTM C1002 -Standard Specification for Steel Self Piercing Tapping Screws for the
Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel
Studs.
5.ASTM C1047 -Standard Specification for Accessories for Gypsum Wallboard and
Gypsum Veneer Base.
6.ASTM C1396 -Standard Specification for Gypsum Board.
7.ASTM C1513 -Standard Specification for Steel Tapping Screws for Cold Formed Steel
Framing Connections.
B.Gypsum Association:
1.GA-214 -Recommended Levels of Gypsum Board Finish.
2.GA-216 -Specifications for the Application and Finishing of Gypsum Panel Products.
3.GA-234 -Control Joints for Fire-Resistance Rated Systems.
1.03 SUBMITTALS
A.Submit under provisions of Section 013300 -Submittal Procedures.
B.Product Data: Submit data for each type of product indicated.
RENTON SCHOOL DISTRICT NO.403
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SECTION 09 21 16
GYPSUM BOARD ASSEMBLIES
PERMIT DOCUMENTS -10/28/22 09 21 16 - 2
1.04 QUALITY ASSURANCE
A.Single Source Responsibility: Obtain gypsum board products from a single manufacturer,or
from manufacturers recommended by the prime manufacturer of gypsum boards. Provide all
components of each wall assembly from a single manufacturer.
1.05 PROJECT CONDITIONS
A.Environmental Conditions: Comply with ASTM C840 requirements for gypsum board
application or written recommendations of gypsum board manufacturer,whichever is more
stringent,for environmental conditions before,during and after application of gypsum board.
B.Cold Weather Protection: When ambient outdoor temperatures are below 55 degrees F.
maintain continuous,uniform,comfortable building working temperatures of not less than 55
degrees F.for a minimum period of 48 hours prior to,during and following application of
gypsum board and joint treatment materials. Do not install interior products until installation
areas are enclosed and conditioned.
C.Ventilation: Provide controlled ventilation during joint finishing operations to eliminate
excessive moisture. Avoid drafts during hot,dry weather to prevent excessively fast drying of
joint compound.
D.Dehumidification: Refer USG Field Technical Information 303,dated 3/91,“Gypsum Wall board
and Winter Weather”for required drying..
PART 2PRODUCTS
2.01 SYSTEM DESCRIPTION
A.General: Perform work in accordance with Gypsum Association publications:
1.GA-214 -Recommended Levels of Gypsum Board Finish.
2.GA-216 -Specifications for the Application and Finishing of Gypsum Panel Products.
2.02 DESIGN REQUIREMENTS
A.Seismic Loads:Design and size components to withstand seismic loads and sway
displacement as calculated according to ASCE 7 and applicable codes for Seismic Design
Category indicated on sheet S-001.
2.03 GYPSUM BOARD
A.Acceptable Manufacturers
1.USG,Chicago,IL,312.436.4000. (http://wwww.usg.com).
2.Georgia-Pacific,(http://www.gp.com)
3.Certainteed,(http://www.certainteed.com)
4.Substitutions: Under provisions of Section 012500.
B.Gypsum Wallboard (GWB):
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 09 21 16
GYPSUM BOARD ASSEMBLIES
PERMIT DOCUMENTS -10/28/22 09 21 16 - 3
1.USG Sheetrock;Georgia-Pacific ToughRock;Certainteed ProRoc Gypsum Board or
approved equal;ASTM C1396,Type “X”,tapered edged,5/8 inch thick (unless otherwise
indicated);furnish boards in maximum lengths available to minimize end-to-end joints;48-
inches wide. Recycled Content: Minimum 10%.
2.04 GYPSUM BOARD TRIM ACCESSORIES
A.Standard Metal Trim: Unless otherwise noted,Beadex Manufacturing Co.,Inc.trim is specified.
Substitution of trim members by other manufacturers is acceptable conforming to ASTM C1047
and Section 012500 -Substitution Procedures. Provide galvanized steel laminated with paper
trim designed for concealed metal and for application without mechanical fastening,unless
otherwise specified;sizes compatible with thickness of drywall.
1.Outside Corners: Right angle trim with paper surface to receive cement;Beadex "No.
B1."
2.Exposed Edges: "L"shaped trim with paper surface to receive cement;size to suit
wallboard thickness. Beadex "No.B4."
3.Edges Abutting Dissimilar Materials: "L"shaped trim with paper surface to receive cement
and factory applied masking;size to suit wallboard thickness. Beadex "Premask L."
4.Control Joints: Roll-formed zinc trim with tape-protected 1/4-inch opening,7/16 inch deep.
No.093 or equal.
2.05 GYPSUM BOARD JOINT TREATMENT MATERIALS
A.General: Provide materials as hereinafter specified,complying with ASTM C475;use only
compatible compounds from one manufacturer.
1.Joint Tape for Drywall: USG “Sheetrock Brand,”or approved high-strength fiber paper
tape with feather (sanded)edges.
a.Joint Treatment for Standard Gypsum Wallboard Panels: Joint compound for
embedding paper tape and for first fill coat over metal trim and fasteners except as
otherwise indicated. Comply with ASTM C475 and manufacturer’s recommendations.
1)Beadex "Pre-Mixed Taping Compound"
2)USG "Ready-Mixed Taping Joint Compound,All Purpose"
3)Substitutions: As specified in Section 012500 -Substitution Procedures.
b.Joint compound for second and third coats,except for Tile Backer Board:
1)Beadex "Pre-Mixed Finishing Compound"
2)USG "Ready-Mixed,Topping Joint Compound,All Purpose"
3)Substitutions: As specified in Section 012500 -Substitution Procedures.
2.06 GYPSUM BOARD MISCELLANEOUS MATERIALS
A.General: Provide auxiliary materials for gypsum drywall work of the type and grade
recommended by the manufacturer of the gypsum board.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 09 21 16
GYPSUM BOARD ASSEMBLIES
PERMIT DOCUMENTS -10/28/22 09 21 16 - 4
B.Fasteners:
1.Steel Drill Screws: ASTM C1002 and ASTM C1513,for fastening gypsum board to steel
members,unless otherwise indicated.
a.Comply with ASTM C954,screws for fastening to 10 gauge or heavier steel studs.
b.For fastening tile backer board,use screws of type and size recommended by panel
manufacturer.
C.Acoustical Sealant: As specified in Section 079200 -Joint Sealants.
1.Sealant shall be a paintable,non-hardening,non-bleeding,non-drying,resilient caulk and
meet ASTM C834.
D.Adhesive: Adhesive or joint compound recommended for directly adhering gypsum panels to
continuous substrate.
PART 3EXECUTION
3.01 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,mold or otherwise
damaged.
C.Proceed with installation only after unsatisfactory conditions have been corrected. Beginning of
installation means acceptance of existing substrate and site conditions.
3.02 GENERAL INSTALLATION REQUIREMENTS
A.General:Comply with applicable requirements of ASTM C840 and GA 216,and as specified
herein,unless otherwise required by local building authorities.
3.03 FINISHING
A.Installation: Tape and finish drywall in accordance with GA-214/ASTM C840,for Level of finish
indicated below,unless detailed otherwise.
B.Finishing Schedule:
1.Level 2: Gypsum board above finished ceilings.
2.Level 3: Gypsum board in utilitarian rooms as mechanical/electrical room,storerooms,
custodial closets,except behind ceramic tile,blade second coat smooth.
3.Level 4: Gypsum board in exposed to view (public)areas,and behind items that are
mechanically attached including whiteboards,tackboards,casework ,panel systems,etc.,
unless skim coat is required to create a smooth surface at abuse resistant and impact
resistant panels.
3.04 GYPSUM BOARD INSTALLATION
A.Install gypsum board units in accordance with ASTM C840 and manufacturer's instructions.
RENTON SCHOOL DISTRICT NO.403
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SECTION 09 21 16
GYPSUM BOARD ASSEMBLIES
PERMIT DOCUMENTS -10/28/22 09 21 16 - 5
B.Erect single layer gypsum board in most economical direction,with ends and edges occurring
over firm bearing. Stagger joints on opposite sides of partitions.
C.When gypsum board is to be applied to both ceilings and walls,apply the gypsum board to the
ceiling first and then to the walls,unless detailed otherwise.
D.Use screws when fastening gypsum board to metal furring or framing.
E.Multiple Layer Applications:Use gypsum backing board for first layer,placed over framing or
furring members.Secure subsequent layers to substrate in manner required by code for
indicated fire rating. Apply adhesive in accordance with manufacturer's instructions.
F.Place control joints consistent with lines of building spaces as indicated or directed.
G.Place corner beads at all external corners. Use longest practical length. Place edge trim
where gypsum board abuts dissimilar materials and at exposed edges.
3.05 JOINT TREATMENT
A.Tape,fill,and sand exposed joints,edges,and corners to produce smooth surface ready to
receive finishes.
B.Feather coats onto adjoining surfaces so that camber is maximum 1/32 inch.
C.Apply in accordance with manufacturer's instructions.
3.06 ACOUSTICAL ACCESSORY INSTALLATION
A.Place acoustical insulation in partitions tight within spaces,around cut openings,behind and
around electrical and mechanical items within or behind partitions,and tight to items passing
through partitions.
B.Place acoustical insulation under V.A.V.boxes over partitions above ceiling. Refer to
mechanical drawings for V.A.V.box locations.
C.Install acoustical sealant at gypsum board perimeter for:
1.Metal Stud Track Framing: Two beads.
2.Base Layer.
3.Face Layer.
4.Caulk all penetrations of partitions by conduit,pipe,ductwork,rough-in boxes,etc.
D.Method:
1.Isolate all ductwork and pipe work over 2 inches in diameter (including sprinkler system)at
penetrations as follows:
a.Provide a sheet metal (22 gauge)sleeve to cover the entire perimeter of a 1 inch to
1-1/2 inch (1/2 inch to 3/4 inch on each side)oversized penetration cut.
b.Plaster or caulk sleeve to the wall to ensure an airtight seal.
c.If ductwork or pipework penetrates a double wall,use a separate sleeve at each side
of the wall (allow no sleeve connection between walls).
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 09 21 16
GYPSUM BOARD ASSEMBLIES
PERMIT DOCUMENTS -10/28/22 09 21 16 - 6
d.Pack the gap between the penetrating duct or pipe and the sleeve with Acoustical
Insulation and seal airtight on both sides of the wall with an outer layer of Acoustical
Sealant.
e.Do not use wall penetrations to support pipework or ductwork. Support pipe or duct
just prior to and just after the penetration,so that the pipe or duct is centered in
penetration.
f.Use the above penetration treatment regardless of the existence of external duct or
pipe insulation. Size penetration large enough to pack additional Acoustical
Insulation and apply Acoustical Sealant between the external insulation and the sheet
metal sleeve.
2.Isolate all pipe work 2 inches or less in diameter (including sprinkler system)at
penetrations as follows:
a.Oversize penetration cut by 1/4 inch (1/8 inch each side).
b.Seal airtight on both sides of the wall with Acoustical Sealant.
c.Do not use wall penetrations to support pipe work. Support pipe just prior to and just
after the penetration,so that pipe is centered in penetration.
d.Use the above penetration treatment regardless of the existence of external pipe
insulation. Size penetration large enough to apply Acoustical Sealant between the
external insulation and the pipes.
3.07 TOLERANCES
A.Maximum Variation from True Flatness: 1/8 inch in 10 feet in any direction.
3.08 CLEANING AND PROTECTION
A.Promptly remove any residual joint compound from adjacent surfaces.
B.Provide final protection and maintain conditions,in manner suitable to Installer,to ensure
gypsum board assemblies are without damage or deterioration at time of Substantial
Completion.
END OF SECTION 09 21 16
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 09 68 16
CARPETING
PERMIT DOCUMENTS -10/28/22 09 68 16 - 1
PART 1GENERAL
1.01 SUMMARY
A.Section includes:
1.Walk off mat.
2.Accessories.
3.Moisture and pH testing of concrete slab prior to installation.
4.Preparation of existing concrete floor for installation of floor covering.
1.02 REFERENCES
A.ASTM International:
1.ASTM F1869 -Standard Test Method for Measuring Moisture Vapor Emission Rate of
Concrete Subfloor Using Anhydrous Calcium Chloride.
B.Carpet and Rug Institute:
1.CRI Carpet Installation Standard -Standard for Installation of Commercial Carpet.
2.CRI Green Label Plus Testing Program.
3.CRI Model Specifications for Commercial Carpets.
C.Certified Floor covering Installers:
1.CFI Certification Process.
D.Consumer Products Safety Commission:
1.CPSC 16 CFR 1630 -Standard for the Surface Flammability of Carpets and Rugs.
E.National Fire Protection Association:
1.NFPA 253 -Standard Method of Test for Critical Radiant Flux for Floor Covering Systems
Using a Radiant Heat Energy Source.
1.03 SUBMITTALS
A.Section 013300 -Submittal Procedures.
B.Shop Drawings: Indicate layout of joints,direction of carpet pile and location of transitions with
adjacent materials.
C.Product Data: Submit data on specified products,describing physical and performance
characteristics and method of installation.
D.Samples:
1.Submit one 24 x 24 inch carpet sample illustrating color and pattern design for each
carpet color selected.
E.Manufacturer’s Instructions: Submit recommended procedures,for routine,periodic cleaning.
F.Section 017700 -Closeout Procedures.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 09 68 16
CARPETING
PERMIT DOCUMENTS -10/28/22 09 68 16 - 2
1.04 QUALITY ASSURANCE
A.Surface Burning Characteristics:
1.Floor Finishes: Comply with one of the following:
a.Class I,minimum 0.45 watts/sq cm,when tested in accordance with NFPA 253.
b.CPSC 16 CFR 1630.
B.Qualifications:
1.Manufacturer: Company specializing in manufacturing products specified in this section
with minimum five years documented experience.
2.Installer: Company specializing in performing work of this section with minimum five years
documented experience and certified by manufacturer.
a.CFI Certified Carpet Installers.
C.Moisture/pH Testing: Verify concrete floors are dry so that maximum moisture emission from
concrete shall not exceed manufacturer's installation requirements. Test in accordance with
ASTM F1869 (surface)and F2170 (core)and exhibit negative alkalinity,carbonization,or
dusting. Perform one test of each type for each 1000 square feet of resilient flooring area.
Refer to Section 033000 -Cast-In-Place Concrete.
1.05 ENVIRONMENTAL REQUIREMENTS
A.Section 016000 -Product Requirements.
B.Temperature of the interior environment,including the sub floor should be no lower than 65
degree F and no higher than 90 degree F at least 72 hours prior to,during and after the
installation. All products and installation materials should be stored between 65 and 90 degree
F for at least 48 hours prior to installation.
1.06 PROJECT CONDITIONS
A.Store in a controlled climate at a temperature between 65 -90 degree F and a relative humidity
below 65%.
B.Store rolls standing on end,making sure plastic wrap is secured tightly around roll or lying
sided by side. Do not stack.
1.07 WARRANTY
A.Provide Manufacturer's Lifetime Wear and Backing Warranty.
PART 2PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A.Basis of Design:Shaw (shawfloors.com)
B.Substitutions:Section 012500 -Substitution Procedures.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 09 68 16
CARPETING
PERMIT DOCUMENTS -10/28/22 09 68 16 - 3
2.02 WALK OFF MAT
A.WOM-1:
1.Basis of Design:All Access,Swift Tile (5T414)in Traverse (14557)color.
a.Construction: Multi-Level Pattern Loop.
b.Primary Backing:Synthetic.
c.Secondary Backing: Ecoworx Tile.
d.Gauge: 1/12.
e.Stitches Per Inch:9.0.
f.Finished Pile Thickness:.123 inch.
g.Fiber System:Ecosolution Q Nylon.
h.Dye method: 100%Solution Dyed.
i.Protective Treatments: SSP Shaw Soil Protection.
j.Average Density: 8195 oz/yd3
k.Total Thickness: 0.270 in
l.Tufted Weight: 28 oz/yd2
m.Flammability Rating: Flooring Radiant Panel,ASTM E648. Class 1.
n.Smoke Generation: Less than 450 (ASTM E662).
o.Static Rating: Less than 1.0 kV.
p.Installation:To be selected.
q.CRI Green Label Plus:GLP9968.
r.NSF/ANSI 140 Carpet: Gold.
2.03 ACCESSORIES
A.Sub-Floor Filler: Cementitious Type recommended by flooring material manufacturer.
B.Primer: Recommended by carpet manufacturer.
C.PH Blocker/Floor Primer: Recommended by carpet manufacturer.
D.Moisture tolerant adhesive: Compatible with carpet material and concrete subfloors and
meeting the moisture testing requirements of flooring manufacturer. Recommended by flooring
manufacturer to comply with manufacturer’s warranty. Meet South Coast Air Quality
Management District,SCAQMD Rule 1168.
PART 3EXECUTION
3.01 EXAMINATION
A.Verify substrate conditions under provisions of Section 013100 -Project Management and
Coordination.
B.Verify that 90%of samples of substrate surfaces not exceed ¼inch and 100%of samples not
exceed 3/8 inch gap.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 09 68 16
CARPETING
PERMIT DOCUMENTS -10/28/22 09 68 16 - 4
C.Moisture/pH Testing: Verify concrete floors are dry as specified in Quality Assurance above.
3.02 PREPARATION
A.Existing Slab Preparation:
1.Perform following operations in the order indicated:
a.Visual observation of existing flooring covering,for adhesion,water damage,alkaline
deposits and other defects.
b.Removal of existing floor covering:
1)Comply with local,State and federal regulations and recommendations of RFCI
Recommended Work Practices for Removal of Resilient Floor Coverings,as
applicable to floor covering being removed.
2)Dispose of removed materials in accordance with local,State and federal
regulations.
B.Remove sub-floor ridges and bumps.Fill minor or local low spots,cracks,joints,holes,and
other defects with sub-floor filler.
C.Apply,trowel,and float filler to achieve smooth,flat,hard surface.Prohibit traffic until filler is
cured.
D.Clean substrate.
3.03 INSTALLATION -CARPET
A.Do not mix carpet from different cartons unless from same dye lot.
B.Cut carpet tile clean.Fit carpet tight to intersection with vertical surfaces without gaps.
C.Install carpet tile with pile direction aligned as indicated on shop drawings.
D.Locate change of color or pattern between rooms under door centerline.
E.Fully adhere carpet to substrate.
F.Trim carpet neatly at walls and around interruptions.
G.Complete installation of edge strips,concealing exposed edges.
3.04 CLEANING
A.Section 017700 -Closeout Procedures: Final cleaning.
B.Remove excess adhesive from floor,base,and wall surfaces without damage.
C.Clean and vacuum carpet surfaces.
3.05 PROTECTION OF INSTALLED CONSTRUCTION
A.Section 017000 -Execution: Protecting installed construction.
B.Prohibit traffic on flooring for 24 hours after installation.
C.Provide other approved protection,if finished flooring is to be exposed to construction traffic,
and remove protection at substantial completion. Do not use plastic sheeting.
END OF SECTION 09 68 16
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 09 91 23
PAINTING AND COATING
PERMIT DOCUMENTS -10/28/22 09 91 23 - 1
PART 1 -GENERAL
1.01 SUMMARY
A.Surface preparation.
B.Field application of paints.
C.Section includes surface preparation and painting.
1.02 REFERENCE STANDARDS
A.SCAQMD 1113 -Architectural Coatings 1977,with Amendment (2016).
1.03 SUBMITTALS
A.Refer to Section 013300.
B.Product Data: Provide complete list of products to be used,with the following information for
each:
1.Manufacturer's name,product name and/or catalog number,and general product category
(e.g.,"alkyd enamel").
C.Samples: Submit three paper "draw down"samples,8-1/2 by 11 inches in size,illustrating
range of colors available for each finishing product specified.
1.Where sheen is specified,submit samples in only that sheen.
2.Where sheen is not specified,discuss sheen options with Architect before preparing
samples,to eliminate sheens not required.
PART 2 -PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A.Basis of Design:Kelly Moore Paints.
2.02 PAINTS AND FINISHES -GENERAL
A.Paints and Finishes: Ready-mixed.
1.Provide paints and finishes of a soft paste consistency,capable of being readily and
uniformly dispersed to a homogeneous coating,with good flow and brushing properties,
and capable of drying or curing free of streaks or sags.
2.Supply each paint material in quantity required to complete entire project's work from a
single production run.
3.Do not reduce,thin,or dilute paint or finishes or add materials unless such procedure is
specifically described in manufacturer's product instructions.
B.Volatile Organic Compound (VOC)Content:
1.Provide paints and finishes that comply with the most stringent requirements specified in
the following:
a.SCAQMD 1113 Rule.
RENTON SCHOOL DISTRICT NO.403
KENNYDALE ELEMENTARY SECURITY ENCLOSURE
SECTION 09 91 23
PAINTING AND COATING
PERMIT DOCUMENTS -10/28/22 09 91 23 - 2
C.Colors:To match existing.
2.03 PAINT SYSTEMS
A.Gypsum Wallboard:
1.One Primer Coat:Top commercial grade very low VOC GWB primer.Kelly Moore 971
Wallboard Primer.
2.Two Finish Coats:Top commercial grade very low VOC latex,eggshell. Kelly Moore 1050
semi-gloss.
B.Galvanized Metal Doors and Frames:
1.Prime unprimed,bare metal with water based corrosion resistant primer. Kelly Moore
5725 DTM Primer.
2.Two finish coats:Light industrial water based coating,semi-gloss,resistant to harsh
cleaners,light abrasion and softening by constand hand contact.Kelly Moore 5885 semi
gloss DTM.
PART 3 -EXECUTION
3.01 PREPARATION
A.Clean surfaces thoroughly and correct defects prior to application.
B.Prepare surfaces using the methods recommended by the manufacturer for achieving the best
result for the substrate under the project conditions.
C.Remove or mask surface appurtenances,including electrical plates,hardware,light fixture trim,
escutcheons,and fittings,prior to preparing surfaces or finishing.
D.Seal surfaces that might cause bleed through or staining of topcoat.
3.02 APPLICATION
A.Apply products in accordance with manufacturer's written instructions.
B.Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is
applied.
C.Apply each coat to uniform appearance in thicknesses specified by manufacturer.
D.Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior
to applying next coat.
E.Reinstall electrical cover plates,hardware,light fixture trim,escutcheons,and fittings removed
prior to finishing.
END OF SECTION 09 91 23
RENTON SCHOOL DISTRICT #403 SECTION 26 00 10
KENNYDALE ELEMENTARY SECURITY ENCLOSURE ELECTRICAL PROVISIONS
PERMIT DOCUMENTS – 10/28/22 26 00 10 - 1
PART 1 - GENERAL
1.01 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.
1.02 SUMMARY
A.Section includes furnishing materials, equipment, labor, supervision, tools and items necessary for
the construction, installation, connection, testing and operation of electrical work for this project, as
shown on the Drawings and defined of Division 26 of the Specifications.
1.03 CERTIFICATIONS
A.By submitting a bid for the electrical Work, the Contractor certifies that they have carefully examined
the Drawings, Specifications, and all subsequent Addenda, have visited the site, and are familiar with
all conditions and requirements of the Work, agree to furnish all material, labor, equipment and
services, including all scheduled allowances, necessary to complete the construction of Work,
according to the requirements of the Contract Documents.
1.04 DEFINITIONS
A.Accessible: Arranged so that an average size man may complete any service required without
disassembly, destruction, or damage to the surround installation of item being serviced.
B.Codes: Codes, rules, and ordinances.
C.Concealed: Spaces out of sight. For example, above ceilings, below floors, between double walls,
furred-in areas, pipe and duct shafts, and similar spaces.
D.Contractor: As used of Division 26 sections, means the electrical subcontractor.
E.Direct Buried: Installed underground without encasement in concrete or other protective material.
F.Enclosure: The case or housing of an apparatus, or the fence or wall(s) surrounding an installation, to
prevent personnel from accidentally contacting energized parts or to protect the equipment from
physical damage.
G.Emergency Systems: Those systems legally required and classed as emergency by municipal, state,
federal, or other codes, or by any governmental agency having jurisdiction that are designed to
ensure continuity of lighting, electrical power, or both, to designated areas and equipment in the event
of failure of the normal supply for safety to human life.
H.Exposed, Interior Installations: Exposed to view indoors. Examples include finished occupied spaces
and mechanical equipment rooms.
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I.Exposed, Exterior Installations: Exposed to view outdoors or subject to outdoor ambient
temperatures and weather conditions. Examples include rooftop locations.
J.Finished Spaces: Spaces other than mechanical and electrical equipment rooms, furred spaces, pipe and
duct shafts, unheated spaces immediately below roof, spaces above ceilings, unexcavated spaces,
crawlspaces, and tunnels.
K.Furnish: Supply and deliver to the project site.
L.Install: To place in position for service or use.
M.Jacket: A continuous nonmetallic outer covering for conductors or cables.
N.Luminaire: A complete lighting unit consisting of a light source such as a lamp, together with the parts
designed to position the light source and connect it to the power supply. It may also include parts to
protect the light source or the ballast or to distribute the light.
O.Provide: Furnish and install for a complete, finished, and operable system and ready for intended use.
P.Shop Drawings: Document which fully details equipment and intended installation relative to this
specific Project.
Q.Sheath: A continuous metallic covering for conductors or cables.
R.Submittals: Written and graphic information and physical samples that require Engineers responsive
action.
S.Substitutions: Changes in products, materials, equipment, and methods of construction from those
required by the Contract Documents and proposed by Contractor.
T.Work: Entire scope required by the contract documents.
1.05 ABBREVIATIONS
AC Armored cable.
AHJ Authorities Having Jurisdiction
ANSI American National Standards Institute
ASTM American Society for Testing and Materials
CATV Coaxial general-purpose cable.
CM Communications general-purpose cable.
CMG Communications general-purpose cable.
CMP Communications plenum cable.
CMR Communications riser cable.
CMUC Under-carpet communications wire and cable.
CMX Communications cable, limited use.
EMT Electrical metallic tubing.
ENT Electrical nonmetallic tubing.
ETL Environmental Technology Laboratory
FM Factory Mutual Engineering Corporation
FMC Flexible metal conduit.
FMT Steel flexible metallic tubing.
FNMC Flexible nonmetallic conduit.
IBC International Building Code
IMC Steel electrical intermediate metal conduit.
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LFMC Liquidtight flexible metal conduit.
LFNC Liquidtight flexible nonmetallic conduit.
MC Metal-clad cable.
MV Medium-voltage cable.
NEC National Electrical Code, NFPA 70
NECA National Electrical Contractor’s Association
NEMA National Electrical Manufacturer's Association
NFPA National Fire Protection Association
OFC Conductive optical fiber general-purpose cable.
OFCG Conductive optical fiber general-purpose cable.
OFCP Conductive optical fiber plenum cable.
OFCR Conductive optical fiber riser cable.
OSHA Occupational Safety and Health Administration
PV Photovoltaic cable.
PVC Rigid PVC conduit.
PVC-40 Schedule 40 rigid PVC conduit.
PVC-80 Schedule 80 rigid PVC conduit.
RGS Rigid Galvanized Steel conduit.
RMC Rigid Metal conduit.
SE Service-entrance cable.
THHN Thermoplastic, heat-resistant cable with nylon jacket outer sheath.
THHW Thermoplastic, heat- and moisture-resistant cable.
THWN Thermoplastic, moisture- and heat-resistant cable with nylon jacket outer sheath.
UL Underwriters Laboratories Inc.
USE Underground service-entrance cable.
XHHW Cross-linked polyethylene, heat- and moisture-resistant cable.
1.06 CODES, PERMITS, STANDARDS, INSPECTIONS, FEES
A.Obtain permits and inspections and pay fees required by Federal, State and Local authorities having
jurisdiction.
B.Work and materials shall be in accordance with requirements of all applicable codes, rules, and
ordinances.
C.Conform to applicable industry standards, such as ANSI, UL, ETL and other standards as noted.
D.Nothing in the Drawings or Specifications shall be construed to permit work not in conformance with
codes, rules and regulations.
E.Where Drawings or Specification call for material or construction of a better quality or larger sizes
than required by the codes, rules and regulations, the provisions of the Drawings or Specifications
shall take precedence over requires of the codes, rules and regulations.
F.Notify the Architect/Engineer of deviations in the Contract Documents to code requirements prior to
installation of the Work. Include in the work changes due to the requirement of code enforcing
agencies at no additional cost to the owner.
1.07 ALTERNATES
A.See Bid Form and Alternates described in Division 01 for possible effects on work of Division 26.
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1.08 SUBSTITUTIONS
A.Comply with Division 01 and with additional requirements indicated in this article.
B.Where “Manufacturer” paragraphs include the word “Approved”, approval of the proposed substitution
is required. The Architect/Engineer is the sole judge of quality of proposed substitution.
C.Where “Manufacturer” paragraph does not include the word “Approved”, substitution is not allowed.
D.Architect/Engineer will consider Contractor's request for substitution when the following conditions are
satisfied. When the Architect/Engineer approves a substitution, the approval is given with the
understanding that the following requirements are satisfied. If the following conditions are not
satisfied, Architect/Engineer will return requests without action, except to record noncompliance with
these requirements:
1.Substitution request is fully documented and properly submitted.
2.Requested substitution is consistent with the Contract Documents and will produce indicated
results.
3.Requested substitution provides sustainable design characteristics that specified product
provided.
4.Substitution request is submitted prior to bid.
5.Requested substitution will not adversely affect Contractor's construction schedule.
6.Requested substitution will not increase cost to owner.
7.Requested substitution has received necessary approvals of authorities having jurisdiction.
8.Requested substitution is compatible with other portions of the Work.
9.Requested substitution has been coordinated with other portions of the Work.
10.Requested substitution provides specified warranty.
11.If requested substitution involves more than one contractor, requested substitution has been
coordinated with other portions of the Work, is uniform and consistent, is compatible with
other products, and is acceptable to all contractors involved.
12.“Manufacture paragraphs include the words “Approved”.
E.Substitution following bid will be allowed only when changes proposed by Contractor are required due
to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability
of required warranty terms.
F.Substitutions for convenience are not allowed.
1.09 SUBMITTALS
A.General Submittal Procedure Requirements: Comply with Division 01 and with additional
requirements indicated in this article.
B.Contractor shall plan for a minimum of a 10-business day submittal review and commentary time
period. Contractor shall schedule their submittal documents accordingly. Major equipment or long
lead submittals shall include time for resubmittal in the event equipment as submitted is not in
conformance with contract documents.
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C.Partial submittals, or submittals not meeting formatting requirements will be returned unreviewed.
The following are the acceptable submittal packages.
1.Underground Product Data for Early Site Work.
2.Long Lead Time Product Data (If Required).
3.All Fire Sprinkler Product Data.
4.All Plumbing Product Data.
5.All HVAC Product Data (Shall include control products unless submitted with the
engineering/shop drawings).
6.Control Engineering/Shop Drawings.
7.Shop Drawings.
8.Delegated Design Submittals.
9.Coordination Drawings.
D.Product Data: Collect information into a single submittal for each division.
1.Submit prior to fabrication and delivery.
2.Mark each copy of each submittal to show which products and options are applicable.
3.Submit as specified in individual specification sections.
4.Submit Product Data in the following format:
a.PDF electronic file.
1)Separate file for Fire Suppression, Plumbing, and HVAC system.
Bookmarks provided for each spec section and product. Bookmark
names for each product shall be “Spec Section_Paragraph
Number_Product Name.”
2)Include cover page with system, project, general contractor, mechanical
contractor, architect, engineer and date of project final completion.
E.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:
a.Submit as specified in individual specification sections.
b.Equipment clearances.
c.Details and their locations.
d.Coordination with other trades.
e.Seal and signature of professional engineer if specified.
f.AutoCAD floor plan backgrounds are available in electronic format if requested
from the Architect/Engineer.
2.Sheet Size: Submit Shop Drawings on sheet size to match Contract Document sheet size.
3.Sheet Scale: Submit Shop Drawing at scale no smaller than Contract Document scale.
4.Submit Shop Drawings in the following format:
a.PDF electronic file.
F.Delegated-Design Submittals: Contractor shall provide professional design/engineering services, and
shall include respective fees in bid, where delegated-design submittals are indicated in the contract
documents. Provide products and systems complying with specific performance and design criteria
indicated. In addition to Shop Drawings, Product Data, and other required submittals, submit
certificate, signed and sealed by the responsible design professional, for each product and system
specifically assigned to Contractor to be designed or certified by a design professional.
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G.Coordination Drawing Submittals: Comply with requirements specified in Division 01 and as specified
in specific Division 26 specification sections.
H.Maintenance Data: Comply with requirements specified in Division 01 and the Article “Operation and
Maintenance Manuals "in this specification.
I.Project Record Documents: Comply with requirements specified in Division 01 and the Article
“Project Record Documents” in this specification.
J.Qualifications Data, Certificates, and Test Reports: Comply with requirements specified in Division 01 and
as specified in specific Division 26 specification sections.
K.Approval: The acceptance of a manufacturers name or product by the Architect/Engineer does not
relieve the Contractor of the responsibility for providing material and equipment which complies in all
details with the requirements of the contract documents.
1.10 PRODUCT DELIVERY STORAGE AND HANDLING
A.Deliver, store, and handle products using means and methods that will prevent damage,
deterioration, and loss, including theft and vandalism. Comply with manufacturer's written
instructions.
B.Delivery and Handling:
1.Deliver products to Project site in an undamaged condition in manufacturer's original sealed
container or other packaging system, complete with labels and instructions for handling,
storing, unpacking, protecting, and installing.
2.Inspect products on delivery to determine compliance with the Contract Documents and to
determine that products are undamaged and properly protected.
C.Storage:
1.Store products to allow for inspection and measurement of quantity or counting of units.
2.Store products that are subject to damage by the elements, under cover in a weathertight
enclosure above ground, with ventilation adequate to prevent condensation.
3.Comply with product manufacturer's written instructions for temperature, humidity,
ventilation, and weather-protection requirements for storage.
4.Protect stored products from damage and liquids from freezing.
5.Cover open ends of equipment and work during storage and construction.
1.11 COORDINATION
A.Each contractor shall coordinate its construction operations with those of other contractors and
entities to ensure efficient and orderly installation of each part of the Work. Each contractor shall
coordinate its operations with operations, included in different Sections that depend on each other for
proper installation, connection, and operation.
B.Failure to coordinate work with other contractors is considered sufficient cause to alter the work, at no
cost to the Owner.
C.Contractor is required to attend and participate in project coordination meetings.
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D.Provide offsets and perform rerouting to fit Work in available space. Include provisions for such
requirements in bid.
E.Existing Conditions:
1.Existing Work shown is based on existing drawings as available and on limited project site
observations to the extent possible. Field verify existing conditions prior to commencement
of work.
2.Installation of electrical work will require openings, removal and replacement of existing
general construction to match existing. Include provisions for such requirements in bid.
F.Beam penetrations to support electrical scope of work shall not be allowed. However, where deemed
required due to space constraints, contractor shall be responsible for beam penetration coordination
as they relate to the electrical work. Submit sizes and locations to the structural engineer for review
and determination of structural details.
1.12 WORKMANSHIP
A.Work shall be in accordance with trade best practices. Failure to provide acceptable workmanship is
sufficient cause to alter the work, at no cost to the owner.
1.13 DRAWINGS AND SPECIFICATIONS
A.Drawings are diagrammatic and show only approximate locations of electrical equipment. Do not
scale the drawings. Take measurements from building or site and verify with other Contract
Documents.
B.Drawings are diagrammatic for document clarity and do not indicate all required accessories that may
be required. Carefully investigate the finish conditions that would affect the work to be performed and
arrange such work accordingly, providing required accessories to meet such conditions. Provide
required accessories in bid. No additional costs shall be charged to Owner for additional accessories
required to install the electrical systems shown on the drawings.
C.It is the responsibility of the Contractor to provide equipment that fits into the space allotted and
allows adequate acceptable clearances for installation, replacement, entry, servicing, and
maintenance.
1.14 MATERIALS
A.Products of any one classification which are used in quantity shall be of a single manufacturer.
B.Products shall be installed in accordance with the manufacturer’s recommendations.
C.Products shall be installed in strict accordance with governing codes and ordinances.
D.Where two or more manufactures are listed in the specification but not on the drawings, the first
mentioned was used as the basis of design.
E.Where other than the basis of design product is selected, product shall be equal to or superior to the
basis of design product in appearance, function, performance, quality, local support and shall meet
requirements of the plans and specifications. It is the Contractor’s responsibility, in coordination with
the supplying authorized manufacturer representative, to ensure contract document requirements are
met. Listing of an
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approved equal manufacturer does not relieve them of contractual responsibilities in the event they
cannot meet the requirements of the contract documents.
F.Where other than the basis of design product is selected, Contractor is responsible for cost of
resulting additional work, coordination with other trades, and redesign of associated building systems
as required to accommodate selected product. This shall include, but is not limited to, structural
upgrades, mechanical system modifications, impacts to construction sequencing, shop drawing or
BIM layout coordination, controls or other.
G.Equipment layout is based on basis of design product. Where other than the basis of design product
is selected, Contractor is responsible for verifying equipment will fit within available space and meet
code and manufacturer required clearances.
H.Materials within plenums shall be noncombustible or shall have a flame spread index of not more
than 25 and a smoke-developed index of not more than 50 when tested in accordance with ASTM E
84 or UL 723.
I.Whenever UL listed standards exist for equipment with electrical components, provide UL listed
equipment. Otherwise provide equipment certified by the manufacturer as complying with UL
standards for similar items.
1.15 DEMOLITION
A.Provide demolition work required in existing building for removal of existing electrical equipment,
conduit, and wiring and for installation of new equipment, conduit, and wiring. Remove/replace or
reinstall existing equipment, conduit, and wiring as required by demolition to provide a complete and
operational system.
B.Remove and dispose of existing materials indicated on the Drawings to be removed. Drawings are
based on field observation and existing record drawings. Field verify information is as shown on
drawings. Report discrepancies to the Architect/Engineer before disturbing existing installation.
C.Where existing conduit is removed, remove back to source. Cap conduit behind surfaces so
concealed. Remove unused conduit in walls to be demolished, and cap remaining conduit above
ceiling or below finished floor so concealed.
D.Where electrical equipment and conduit are removed and the surrounding surfaces and finishes are
to remain, repair or replace surfaces with materials in conformance with other sections of this
specification. Where not specified, repair or replace to match existing condition.
E.Provide temporary connections to maintain existing systems in service during demolition.
F.Do not reuse existing products unless indicated on the Drawings.
G.The owner has the right to retain ownership of any materials being removed. Deliver items to the
Owner’s Representative as indicated in the Contract Documents. Notify owner in writing at least 7
days in advance of demolition.
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1.16 EXISTING CONDITIONS
A.Where permitted or required in the Instructions to Bidders, visit the site prior to bidding to become
familiar with existing conditions and other factors which may affect the execution of the Work.
B.Demolition work required is noted on the Drawings. Specific scope of demolition work and operating
conditions to be encountered shall be verified from on-site review and coordination with the Owner.
Maintain service to existing equipment and devices to be retained in area adjacent to the existing
areas scheduled for renovation.
C.Be aware of restricted space for installation of electrical systems. Include offsets and perform
rerouting and coordination to fit elements in available space. Include provisions for such requirements
in bid.
D.Coordinate attachments to structure to verify that attachment points on equipment and structure can
accept seismic, weight, and other loads imposed.
E.Special Protection: Exercise maximum precaution to provide positive protection for the existing
building and equipment from damage of any kind. Mark and protect equipment and systems from the
activities of other trades.
F.Cutting and Patching: Conform to the requirements of Division 01. Keep cutting and patching to a
minimum. Finish materials to match existing work.
G.Measurements: Verify field measurements for equipment space requirements prior to submitting
Shop Drawings for approval.
H.Roughing-In Dimensions: Obtain roughing-in dimensions for equipment from approved Shop
Drawings or actual equipment measurements.
I.Manufacturer's Installation Instructions: Follow manufacturer's written instructions where furnished. If
the details are in conflict with the Drawings, notify Engineer for resolution.
J.Accessibility: Install products which require periodic maintenance readily accessible location.
K.Rejected Materials: Remove damaged or rejected materials from the site.
1.17 DEMONSTRATION
A.Subject system to operating tests as to demonstrate that systems will operate as indicated in the
Contract Documents. If tests do not demonstrate satisfactory performance, correct deficiencies and
retest systems.
B.Unless otherwise directed by the Architect/Engineer, perform in presence of the Architect/Engineer
and Owners Representative. Give 1 week notice prior to demonstration.
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1.18 PROJECT RECORD DOCUMENTS
A.General Record Document Requirements: Comply with Division 01 and with additional requirements
indicated in this article.
B.Record Drawings
1.Record Prints: Maintain one set of black-line white prints of the Contract Drawings and
Shop Drawings, incorporating new and revised drawings as modifications are issued.
a.Preparation: Mark record prints to show the actual installation where installation
varies from that shown originally.
b.Content: Types of items requiring marking include, but are not limited to, the
following:
1)Locations and depths of underground conduit.
2)Revisions to routing of conduit.
3)Actual equipment locations.
4)Homerun locations.
5)Changes made by Change Order, Construction Change Directive.
6)Changes made following Architect/Engineer's written orders.
c.Mark record sets with red-colored pen. Use other colors to distinguish between
changes for different categories of the Work at same location.
d.Note Construction Change Directive numbers, alternate numbers, Change Order
numbers, and similar identification, where applicable.
e.Keep marked up drawings readily available at project site.
2.Record Digital Data Files: Immediately before inspection for Certificate of Substantial
Completion, review marked-up record prints with Architect/Engineer.
C.Record Specifications
1.Record Prints: Maintain one set of marked-up paper copies of the Contract specifications as
modifications are issued.
a.Preparation: Mark record prints to show the proprietary name and model number
of products, materials and equipment furnished, including substitutions and
products selected.
b.Note Construction Change Directive numbers, alternate numbers, Change Order
numbers, and similar identification, where applicable.
2.Record Digital Data Files: Immediately before inspection for Certificate of Substantial
Completion, review marked-up record prints with Architect/Engineer.
D.Record Product Data
1.Preparation: Mark Product Data to indicate the actual product installation where installation
varies substantially from that indicated in Product Data submittal.
a.Give particular attention to information on concealed products and installations that
cannot be readily identified and recorded later.
b.Include significant changes in the product delivered to Project site and changes in
manufacturer's written instructions for installation.
c.Note related Change Orders, and record Drawings where applicable.
2.Format: Submit record Product Data as annotated PDF electronic file.
a.Include record Product Data directory organized by Specification Section number
and title, electronically linked to each item of record Product Data.
E.Recording and Maintenance
1.Recording: Maintain one copy of each submittal during the construction period for project
record document purposes. Post changes and revisions to project record documents as
they occur; do not wait until end of Project.
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2.Maintenance of Record Documents and Samples: Store record documents and Samples in
the field office apart from the Contract Documents used for construction. Do not use project
record documents for construction purposes. Maintain record documents in good order and
in a clean, dry, legible condition, protected from deterioration and loss. Provide access to
project record documents for Architect/Engineer's reference during normal working hours.
1.19 OPERATION AND MAINTENANCE MANUALS
A.Comply with Division 01 and with additional requirements indicated in this article.
B.Include operation and maintenance information for all equipment.
C.Collect information into a single submittal for each division.
D.Submit in PDF electronic file format. Bookmarks provided for each section. Bookmark names for
each section shall be “Section Name_Product Name.” For example, “Start-Up Forms_Pump P-1.”
E.Submit Product Data in the following format:
1.PDF electronic file.
a.Separate file for Division 26, 27, and 28. Bookmarks provided for each category
and product. Bookmark names for each product shall be “Category_Product
Name.”
b.Include cover page with system, project, general contractor, electrical contractor,
architect, engineer and date of project final completion.
F.Include the following categories:
1.Product data (compiled final submittal package).
2.Parts list: Include local source of parts.
3.Start-up procedures and completed start-up forms.
4.Operation data.
5.Maintenance schedule and procedures.
6.Repair procedures and sources.
7.Troubleshooting guide.
8.Service contracts.
9.Field quality control test reports.
10.Warranties.
1.20 TRAINING
A.Comply with Division 01 and with additional requirements indicated in this article.
B.Training shall not commence until the completion of the Division 26, 27, and 28 installation and the
Operation and Maintenance manual review and approval.
C.Conduct hands on training during the operation of Division 26, 27, and 28 systems operation.
D.Video record demonstration and training sessions.
E.Scheduling: Provide instruction at mutually agreed on times. For equipment that requires seasonal
operation, provide similar instruction at start of each season. Schedule training with Owner with at
least seven days' advance notice.
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1.21 COMMISSIONING SUPPORT
A.Comply with requirements specified in Division 01.
1.22 CLOSEOUT
A.Comply with Division 01 and with additional requirements indicated in this article.
B.Submit written certification that the work has been fully completed in strict accordance with plans and
specifications.
C.Fee for electrical punch list work includes two final construction reviews. The first after the
contractor’s written certification. The second after written certification from the Contractor that the
deficiencies noted during the first review have been corrected. If additional reviews are required due
to the Contractor’s failure to correct the deficiency, the Engineer will be compensated on a time and
material basis. Compensation for additional reviews will be deducted from final payment to the
Contractor.
D.Contractor shall be responsible for managing the response, troubleshooting and resolution of system
operational concerns identified as part of commissioning and project closeout process. Types of
activities shall include, but are not limited to, coordinating responsible parties for management
tracking and resolution of the Cx Issues log and response to occupant light level complaints and/or
equipment operational concerns. General Contractor shall appropriately respond to system
operational concerns with relevant subcontractor stakeholders present for investigation at the job site
and provide documented findings and response prior to requesting additional input and support of the
A/E team.
1.23 WARRANTY
A.Conform to the requirements of Division 01.
B.Related Damages and Losses: When correcting warranted Work that has failed, remove and replace
other Work that has been damaged as a result of such failure or that must be removed and replaced
to provide access for correction of warranted Work.
C.Two-year Warranty to commence after final acceptance. Extend all warranties from initial start-up to
final completion while the project is under construction, but in use by the occupant.
D.Contractor to comply with additional warranty requirements of Division 26.
PART 2 - PRODUCTS
2.01 NOT USED
PART 3 - EXECUTION
3.01 NOT USED
END OF SECTION
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PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.02 SUMMARY
A. Section Includes: anchors, fasteners, nameplates, labels, sealing, and firestopping.
1.03 ACTION SUBMITTALS
A. Product Data:
1. Submit anchors and fasteners. Include rated load and pull-out strengths.
2. Submit nameplates, labels, and marker types fore equipment, devices, and
wiring. Group the list by type of equipment, device, and wiring. Include material
type and thickness, font type, size, vertical and horizontal spacing (tracking),
number of rows, colors, and other specified features.
3. Submit firestopping. Include manufacturer’s instructions showing approved and
prohibited installation methods.
1.04 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products specified in
this Section with minimum 3 years documented experience and with service facilities
within 100 miles of project.
PART 2 - PRODUCTS
2.01 ANCHORS AND FASTENERS
A. Anchor Bolts:
1. Anchor Bolts (Expansion Type): Type 304 stainless steel construction; with
impact section on the end of the bolt.
2. Anchor Bolts (Adhesive Type): Two-part adhesive cartridge and zinc plated Type
A307 steel threaded rod assembly with ASTM A194 nut; IBC compliant.
3. Comply with the VOC limit requirements of the Puget Sound Pollution Control
Agency.
4. Pound-in lead anchors not allowed.
2.02 NAMEPLATES
A. Provide phenolic plastic nameplates for each item specified in the technical Sections or
shown on the drawings. Items requiring nameplates include but are not limited to the
following.
1. Switchgear and switchboards.
2. Panelboards.
3. Equipment enclosures.
4. Relays.
5. Switches.
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6. Devices.
B. Colors:
1. Matte black background with white letters for normal power.
2. Matte red background with white letters for emergency power.
C. Letter Size: 1/4 inch minimum.
D. Legend: Provide nameplates with identification and other information as shown on the
Drawings.
E. Identify electrical components as follows.
1. Nameplate for each electrical distribution and control equipment enclosure.
2. Nameplate for disconnect switches and motor starters shall identify source panel,
voltage, load served, and fuse sizes.
3. Nameplate for circuit breakers in the main service switchboard and distribution
panelboards shall identify the load served.
4. Nameplate for panelboards shall identify the voltage and source panel.
5. Nameplate for transformer shall identify the source panel, voltage, rating, and the
panel being served.
2.03 LABELS
A. Description: Embossed adhesive tape, with 3/8 inch letters on white background.
B. Colors: Black letters for normal power circuits. Red letters for emergency power circuits.
C. Identify electrical components as follows.
1. Label for receptacles and control device stations with panel and circuit number.
2. Wire marker for each conductor at panelboard gutters, pull boxes, outlet and
junction boxes and each load connection.
3. Label outlet and junction boxes with panel and circuit number.
4. Raceway marker for each raceway longer than 6 feet.
2.04 SEALING AND FIRESTOPPING
A.General:
1. Furnish UL 1479 products and systems listed for the application.
2. Select products with rating not less than rating of wall or floor being penetrated.
B. Fire and Smoke Rated Surfaces:
1. Fire barrier wrap strips, composite sheet, and intumescent sealant.
C. Non-Rated Surfaces:
1. Stamped steel, chrome plated, hinged, split ring escutcheons or floor plates or
ceiling plates for covering openings in occupied areas where conduit is exposed.
2. For exterior wall openings below grade, furnish modular mechanical type seal
consisting of interlocking synthetic rubber links shaped to continuously fill annular
space between conduit and cored opening or water-stop type wall sleeve.
D. For interior wall or floor openings, furnish caulking and sealant to effect seal.
RENTON SCHOOL DISTRICT #403 SECTION 26 00 50
KENNYDALE ELEMENTARY SECURITY ENCLOSURE BASIC ELECTRICAL MATERIALS
AND METHODS
PERMIT DOCUMENTS – 10/28/22 26 00 50 - 3
PART 3 - EXECUTION
3.01 EXAMINATION
A. Verify installation conditions as satisfactory to receive work of the various sections. Do
not install until unsatisfactory conditions are corrected.
B. Demolition Drawings are based on field observation and existing record documents.
Report discrepancies to Engineer before performing the Work.
C. Contractor accepts existing conditions upon beginning the Work.
D. Maintain access to existing installations which remain active. Maintain NEC required
working space around and above electrical equipment.
3.02 INSPECTIONS
A. Confirm that installations have been inspected before enclosure within building features,
buried, or otherwise hidden from view. Pay costs associated with uncovering or exposing
installations and features not previously inspected and for repair to exposed surfaces.
3.03 PREPARATION
A. Protect surrounding areas and surfaces to prevent damage throughout the project.
B. Obtain equipment roughing-in dimensions from approved Shop Drawings or actual
measurements.
C. Review Architectural, Mechanical and other applicable drawings and applicable Shop
Drawings to become familiar with the location of other trade's equipment. Eliminate
conflicts. Check door swings before installing equipment. Relocate electrical devices and
connections as directed by the A/E at no additional cost to the Owner if the work is not
properly coordinated.
D. Layout electrical work in advance of construction to eliminate unnecessary cutting,
drilling, channeling, and similar activities.
3.04 EXISTING WORK
A. Disconnect electrical systems in walls, floors, and ceilings scheduled for removal.
B. Remove, relocate, and extend existing installations to accommodate new construction.
C. Remove exposed abandoned grounding and bonding components, fasteners and
supports, and electrical identification components, including abandoned components
above accessible ceiling finishes. Cut embedded support elements flush with walls and
floors. Patch surfaces damaged by removal of existing components.
D. Provide temporary connections to maintain existing systems in service during
construction. When work must be performed on energized equipment, use personnel
experienced in such operations and perform the work in accordance with laws, rules, and
regulations.
RENTON SCHOOL DISTRICT #403 SECTION 26 00 50
KENNYDALE ELEMENTARY SECURITY ENCLOSURE BASIC ELECTRICAL MATERIALS
AND METHODS
PERMIT DOCUMENTS – 10/28/22 26 00 50 - 4
E. Repair adjacent construction and finishes damaged during demolition and extension
work.
3.05 INSTALLATION
A. Install Work as specified and in accordance with the Drawings and manufacturer's
instructions. Where these conflict, manufacturer's instructions govern.
B. Provide block-outs, sleeves, demolition work, and similar items required for installation of
Work specified in this division.
C. Repair damage to building and equipment at no additional cost to the Owner.
3.06 WORKMANSHIP
A. Work and materials will be subject to observation at any time by the Engineer and Owner.
B. Install material and equipment in accordance with manufacturer's instructions. Provide all
necessary equipment required.
C. Cutting and Patching: Do not weld to, cut, or notch structural members. Restore surfaces
neatly to original condition after cutting, channeling, chasing, and drilling of walls,
partitions, ceilings, paving, and anchorage of conduit, raceways, and other electrical
equipment.
3.07 CLEANING
A. Clean equipment, conduit, and fittings and remove packing cartons and other debris
created by Division 26 Work.
B. Before Substantial Completion, carefully clean equipment, fixtures, exposed raceways
and similar items. Remove construction labels, dirt, cuttings, paint, plaster, mortar,
concrete, and similar items.
3.08 PROTECTION
A. Protect equipment during and after electrical hookup, painting, and final testing.
END OF SECTION
RENTON SCHOOL DISTRICT #403 SECTION 26 05 19
KENNYDALE ELEMENTARY SECURITY ENCLOSURE WIRE AND CABLE (600V AND LESS)
PERMIT DOCUMENTS – 10/28/22 26 05 19 - 1
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.02 SUMMARY
A. Section Includes: Building wire, wire markers, connectors, and connections.
1.03 ACTION SUBMITTALS
A. Product Data: Submit for each type of product.
B. Product Schedule: Indicate type, use, location, and termination locations.
1.04 COORDINATION
A. Wire and cable routing is not shown on the drawings. Determine routing and lengths
required.
PART 2 - PRODUCTS
2.01 BUILDING WIRE
A. Description:
1. Flexible, insulated and uninsulated, drawn copper current-carrying wire with an
overall insulation layer or jacket, or both, rated 600 V or less.
2. Minimum size for power circuits is 12 AWG.
3. Aluminum and copper clad wires are not permitted.
B. Conductor:
RENTON SCHOOL DISTRICT #403 SECTION 26 05 19
KENNYDALE ELEMENTARY SECURITY ENCLOSURE WIRE AND CABLE (600V AND LESS)
PERMIT DOCUMENTS – 10/28/22 26 05 19 - 2
1. Copper, stranded.
C. Standards:
1. Listed and labeled as defined in NFPA 70, by a qualified testing agency, and
marked for intended location and use.
D. Conductors: Copper, complying with ASTM B8 for stranded conductors.
E. Conductor Insulation:
1. Type THHN and Type THWN: Comply with UL 83.
2. Type XHHW-2: Comply with UL 44.
F. Color-Coding:
1. Branch and feeder circuit conductors shall be uniquely color-coded per phase.
2. Color shall be factory applied for conductors 8 AWG and smaller, or colored tape
field applied for sizes No. 6 AWG and larger if authorities having jurisdiction
permit.
3. Colors for 208/120-V Circuits:
a. Phase A: Black.
b. Phase B: Red.
c. Phase C: Blue.
4. Colors for 480/277-V Circuits:
a. Phase A: Brown.
b. Phase B: Orange.
c. Phase C: Yellow.
5. Color for Neutral: White 208/120V or gray for 480/277V.
6. Color for Equipment Grounds: Green for 6 AWG and smaller. Green tape for 4
AWG and larger that is visible at ends and connections.
2.02 WIRE MARKERS
A. Description: Cloth tape, split sleeve or tubing type wire markers.
B. Legend:
1. Power and Lighting Circuits: Branch circuit or feeder number.
2. Control Circuits: Control wire number as indicated on shop drawings.
2.03 CONNECTORS
A. Split Bolt:
1. Manufacturers:
a. Burndy
b. Panduit
RENTON SCHOOL DISTRICT #403 SECTION 26 05 19
KENNYDALE ELEMENTARY SECURITY ENCLOSURE WIRE AND CABLE (600V AND LESS)
PERMIT DOCUMENTS – 10/28/22 26 05 19 - 3
c. Thomas & Betts
2. Material: Copper or Bronze.
B. Compression:
1. Manufacturers:
a. Burndy
b. Panduit
c. Thomas & Betts
2. Material: Copper or Bronze.
3. 8 AWG and smaller: insulated barrel, indenter type.
4. 6 AWG and larger: High pressure strand deforming circumferential compression
type.
C. Spring Wire:
1. Manufacturers:
a. Ideal
b. 3M
PART 3 - EXECUTION
3.01 PREPARATION
A. Verify any work likely to damage wires and cables has been completed.
B. Verify all raceway installation is complete and supported.
C. Completely and thoroughly swab raceway prior to wire and cable installation.
3.02 EXISTING WORK
A. Disconnect and remove abandoned wires and cable.
B. Protect and maintain access to existing wires, cables, and connections to remain.
C. Extend existing circuits using materials and methods specified.
D. Clean and repair existing wires and cable to remain or to be reinstalled.
3.03 INSTALLATION, GENERAL
A. Comply with NECA 1.
B. Conceal cables in finished walls, ceilings, and floors unless otherwise indicated.
C. Complete raceway installation between wire and cable termination points according to
Section 26 05 33 "Raceways and Boxes for Electrical Systems" prior to pulling
conductors and cables.
D. Provide dedicated neutral for all 277V and 120V circuits.
RENTON SCHOOL DISTRICT #403 SECTION 26 05 19
KENNYDALE ELEMENTARY SECURITY ENCLOSURE WIRE AND CABLE (600V AND LESS)
PERMIT DOCUMENTS – 10/28/22 26 05 19 - 4
E. Building wire installed inside boxes, equipment, and panelboards shall be neat and
organized.
F. Use manufacturer-approved pulling compound or lubricant where necessary; compound
used must not deteriorate conductor or insulation. Do not exceed manufacturer's
recommended maximum pulling tensions and sidewall pressure values.
G. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips,
that will not damage cables or raceway.
H. Pull conductors into raceway at the same time.
I. Use pulling equipment to install building wire 4 AWG and larger.
3.04 INSTALLATION, CONNECTIONS
A. Tighten electrical connectors and terminals according to manufacturer's published
torque-tightening values. If manufacturer's torque values are not indicated, use those
specified in UL 486A-486B.
B. Make splices, terminations, and taps that are compatible with conductor material to carry
full ampacity of conductors with perceptible rise in temperature.
C. Install electrical tape on uninsulated conductors and connectors to 150 percent of the
insulation rating of the conductor.
D. Install split bolt connectors for 8 AWG and larger.
E. Install spring wire connectors for 10 AWG and smaller.
F. Install crimp-on fork terminals for device terminations. Do not install bare stranded
conductors directly under screws.
END OF SECTION
RENTON SCHOOL DISTRICT #403 SECTION 26 05 26
KENNYDALE ELEMENTARY SECURITY ENCLOSURE GROUNDING AND BONDING
FOR ELECTRICAL SYSTEMS
PERMIT DOCUMENTS – 10/28/22 26 05 26 - 1
PART 1 - GENERAL
1.01 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.
1.02 SUMMARY
A. Section includes grounding and bonding systems and equipment.
1.03 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
B. Coordination Drawings: Plans showing dimensioned locations of grounding features
specified in "Field Quality Control" Article.
C. Field quality-control reports.
1.04 CLOSEOUT SUBMITTALS
A. Operation and Maintenance Data: For grounding to include in emergency, operation, and
maintenance manuals.
1. In addition to items specified in Section 260010 "Supplemental Requirements for
Electrical," include the following:
a. Plans showing as-built, dimensioned locations of system described in
"Field Quality Control" Article.
PART 2 - PRODUCTS
2.01 CONDUCTORS
A. Insulated Conductors: Copper wire or cable insulated for 600 V unless otherwise required
by applicable Code or authorities having jurisdiction.
B. Bare Copper Conductors:
1. Stranded Conductors: ASTM B8.
2. Bonding Conductor: No. 4 or No. 6 AWG, stranded conductor.
2.02 CONNECTORS
A. Listed and labeled by an NRTL acceptable to authorities having jurisdiction for
applications in which used and for specific types, sizes, and combinations of conductors
and other items connected.
RENTON SCHOOL DISTRICT #403 SECTION 26 05 26
KENNYDALE ELEMENTARY SECURITY ENCLOSURE GROUNDING AND BONDING
FOR ELECTRICAL SYSTEMS
PERMIT DOCUMENTS – 10/28/22 26 05 26 - 2
B. Mechanical-Type Bus-Bar Connectors: Cast silicon bronze, solderless compression-type
wire terminals, and long-barrel, two-bolt connection to ground bus bar.
PART 3 - EXECUTION
3.01 APPLICATIONS
A. Conductors: Install stranded conductors.
B. Grounding Conductors: Green-colored insulation with continuous yellow stripe.
C. Conductor Terminations and Connections:
1. Pipe and Equipment Grounding Conductor Terminations: Bolted connectors.
3.02 EQUIPMENT GROUNDING
A. Install insulated equipment grounding conductors with all feeders and branch circuits.
B. Install insulated equipment grounding conductors with the following items, in addition to
those required by NFPA 70:
1. Feeders and branch circuits.
2. Receptacle circuits.
3. Single-phase motor and appliance branch circuits.
4. Three-phase motor and appliance branch circuits.
5. Flexible raceway runs.
3.03 INSTALLATION
A. Grounding Conductors: Route along shortest and straightest paths possible unless
otherwise indicated or required by Code. Avoid obstructing access or placing conductors
where they may be subjected to strain, impact, or damage.
B. Bonding Straps and Jumpers: Install in locations accessible for inspection and
maintenance except where routed through short lengths of conduit.
C. Connections: Make connections so possibility of galvanic action or electrolysis is
minimized. Select connectors, connection hardware, conductors, and connection
methods so metals in direct contact are galvanically compatible.
1. Use electroplated or hot-tin-coated materials to ensure high conductivity and to
make contact points closer in order of galvanic series.
2. Make connections with clean, bare metal at points of contact.
3. Make aluminum-to-steel connections with stainless steel separators and
mechanical clamps.
4. Make aluminum-to-galvanized-steel connections with tin-plated copper jumpers
and mechanical clamps.
5. Coat and seal connections having dissimilar metals with inert material to prevent
future penetration of moisture to contact surfaces.
RENTON SCHOOL DISTRICT #403 SECTION 26 05 26
KENNYDALE ELEMENTARY SECURITY ENCLOSURE GROUNDING AND BONDING
FOR ELECTRICAL SYSTEMS
PERMIT DOCUMENTS – 10/28/22 26 05 26 - 3
3.04 FIELD QUALITY CONTROL
A. Tests and Inspections:
1. After installing grounding system but before permanent electrical circuits have
been energized, test for compliance with requirements.
2. Inspect physical and mechanical condition. Verify tightness of accessible, bolted,
electrical connections with a calibrated torque wrench according to
manufacturer's written instructions.
B. Grounding system will be considered defective if it does not pass tests and inspections.
C. Prepare test and inspection reports.
D. Excessive Ground Resistance: If resistance to ground exceeds recommended values,
notify Engineer promptly and include recommendations to reduce ground resistance.
END OF SECTION
RENTON SCHOOL DISTRICT #403 SECTION 26 05 33
KENNYDALE ELEMENTARY SECURITY ENCLOSURE RACEWAY AND BOXES
PERMIT DOCUMENTS – 10/28/22 26 05 33 - 1
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.02 SUMMARY
A. Section Includes:
1. Electrical Metallic Tubing (Type EMT) raceways.
2. Flexible Metal Conduit (Type FMC) raceways.
3. Fittings for conduit, tubing, and cable.
4. Sleeves.
5. Junction boxes and pull boxes.
1.03 ACTION SUBMITTALS
A. Product Data: Submit for the following:
1. Type EMT raceways.
2. Type FMC raceways.
3. Raceway fittings.
4. Sleeves.
5. Junction and pull boxes.
PART 2 - PRODUCTS
2.01 ELECTRICAL METALLIC TUBING (TYPE EMT) RACEWAYS AND ELBOWS
A. General Characteristics: UL 797.
B. Material: Galvanized steel.
C. Minimum Trade Size: 3/4 inch, 1 inch for homeruns, unless noted otherwise.
D. Conduit Straps: Two-hole only.
RENTON SCHOOL DISTRICT #403 SECTION 26 05 33
KENNYDALE ELEMENTARY SECURITY ENCLOSURE RACEWAY AND BOXES
PERMIT DOCUMENTS – 10/28/22 26 05 33 - 2
2.02 FLEXIBLE METAL CONDUIT (TYPE FMC) RACEWAYS
A. General Characteristics: UL 1.
B. Material: Interlocked steel.
C. Minimum Trade Size: 3/4 inch.
2.03 RACEWAY FITTINGS
A. Type EMT:
1. General Characteristics: UL 514B.
2. Options:
a. Material: Galvanized Steel.
b. Insulated throat.
c. Coupling Method: Raintight compression coupling for 1-1/4 inch and
smaller, setscrew coupling for 1-1/2 inch and larger. Setscrew couplings
with only single screw per conduit are not acceptable.
d. Drive-on type and cast fittings are not acceptable.
B. Type FMC:
1. General Characteristics: NEMA FB 1 and UL 514B.
2.04 SLEEVES
A. Round: Rigid galvanized steel conduit (RGS).
B. Rectangular: Galvanized sheet steel.
1. Perimeter less than 50 inches with no side greater than 16 inches: 18 Gage.
2. Perimeter equal to or greater than 50 inches or with a side greater than 16
inches: 10 Gage.
2.05 JUNCTION AND PULL BOXES
A. Indoor Sheet Metal Junction and Pull Boxes:
1. Description: Sheet metal box with a blank cover that serves the purpose of
joining different runs of raceway or cable.
2. NEMA OS 1 and UL 50.
3. Galvanized steel.
4. Minimum size: 4 inches square by 2-1/8 inches deep.
RENTON SCHOOL DISTRICT #403 SECTION 26 05 33
KENNYDALE ELEMENTARY SECURITY ENCLOSURE RACEWAY AND BOXES
PERMIT DOCUMENTS – 10/28/22 26 05 33 - 3
PART 3 - EXECUTION
3.01 PREPARATION
A. Verify locations, routing, and termination locations of raceway and boxes prior to rough-
in.
3.02 EXISTING WORK
A. Disconnect and remove abandoned raceway and boxes back to source.
B. Protect and maintain access to existing raceway and boxes to remain. Repair existing
raceway and boxes that become damaged during the project.
C. Extend existing raceway and boxes as necessary using materials and methods specified.
D. Clean and repair existing raceway and boxes to remain or to be reinstalled.
3.03 INSTALLATION OF RACEWAYS
A. Installation Standards:
1. Comply with NECA NEIS 101 for installation of steel raceways.
2. Install raceways square to the enclosure and terminate at enclosures without
hubs with locknuts on both sides of enclosure wall. Install locknuts hand tight,
plus one-quarter turn more.
3. Install interconnecting conduit between devices and equipment to complete
equipment wiring requirements.
4. Ground and bond raceway.
5. Terminate threaded conduits into threaded hubs or with locknuts on inside and
outside of boxes or cabinets. Install bushings on conduits up to trade size 1-1/4
and insulated throat metal bushings on trade size 1-1/2 and larger conduits
terminated with locknuts.
6. Raceway Terminations at Locations Subject to Moisture or Vibration:
a. Provide insulating bushings to protect conductors, including conductors
smaller than No. 4 AWG.
B. General Requirements for Installation of Raceways:
1. Complete raceway installation before starting conductor installation.
2. Size conduit so that fill does not exceed 40 percent.
3. Do not install more than six 12 AWG conductors in 3/4 inch raceways.
4. Support raceway using coated steel straps, lay-in adjustable hangers, clevis
hanger, and split hangers.
5. Do not support raceway with wire used for temporary supports.
6. Do not support raceway to other piping or HVAC systems.
7. Install EMT for general wiring.
8. Install raceway parallel and perpendicular to walls in a neat and organized route.
9. Provide stub-ups through floors with coupling threaded inside for plugs, set flush
with finished floor. Plug coupling until conduit is extended above floor to final
destination or a minimum of 2 ft above finished floor.
RENTON SCHOOL DISTRICT #403 SECTION 26 05 33
KENNYDALE ELEMENTARY SECURITY ENCLOSURE RACEWAY AND BOXES
PERMIT DOCUMENTS – 10/28/22 26 05 33 - 4
10. Install no more than equivalent of three 90-degree bends in conduit run, except
for control wiring conduits, for which no more than equivalent of two 90-degree
fewer bends are permitted. Support within 12 inch of changes in direction.
11. Make bends in raceway using large-radius preformed ells except for parallel
bends. Field bending must be in accordance with NFPA 70 minimum radii
requirements. Provide only equipment specifically designed for material and size
involved.
12. Conceal conduit within finished walls, ceilings, and floors unless otherwise
indicated. Install conduits parallel or perpendicular to building lines.
13. Support conduit within 12 inch of enclosures to which attached.
14. Install raceway sealing fittings at accessible locations in accordance with
NFPA 70 and fill them with listed sealing compound. For concealed raceways,
install fitting in flush steel box with blank cover plate having finish similar to that
of adjacent plates or surfaces. Install raceway sealing fittings in accordance with
NFPA 70.
15. Do not install conduits within 2 inch of the bottom side of a metal deck roof.
16. Keep raceways at least 12 inch away from parallel runs of flues and steam or
hot-water pipes. Install horizontal raceway runs above water and steam piping.
17. Cut conduit perpendicular to the length. For conduits trade size 2 and larger, use
roll cutter or a guide to make cut straight and perpendicular to the length. Ream
inside of conduit to remove burrs.
18. Install suitable pull wires in empty raceways. Leave at least 12 inch of slack at
both ends of pull wire.
19. Cap ends and unused openings in raceway to protect against dirt and moisture.
20. Install junction box with drain fitting at low points in conduit run to avoid moisture
traps.
21. Permanent anchors such as nails, nylon, or lead nail expansion anchors are not
permitted. Anchors must be able to be removed by screw or bolt.
22. Install expansion and deflection fittings where raceway crosses seismic, control,
and expansion joints.
C. Requirements for Installation of Specific Raceway Types:
1. Types FMC:
a. Connect conduit to equipment using type FMC. Comply with
NEMA RV 3. Provide enough length of flexible conduit to provide at least
a ninety-degree bend for equipment subject to vibration, noise
transmission, or movement; and for motors and equipment connections.
3.04 INSTALLATION OF BOXES AND ENCLOSURES
A. Provide boxes in wiring and raceway systems wherever required for pulling of wires,
making connections, and mounting of devices or fixtures.
RENTON SCHOOL DISTRICT #403 SECTION 26 05 33
KENNYDALE ELEMENTARY SECURITY ENCLOSURE RACEWAY AND BOXES
PERMIT DOCUMENTS – 10/28/22 26 05 33 - 5
B. Ground and bond boxes.
C. Support boxes in recessed ceilings independent of ceiling tiles and ceiling grid.
D. Install junction and pull boxes above accessible ceilings and in unfinished areas only.
E. Label all junction boxes with panel and circuit numbers.
F. Fasten junction and pull boxes to, or support from, building structure. Do not support
boxes by conduits.
G. Do not rely on locknuts to penetrate nonconductive coatings on enclosures. Remove
coatings in the locknut area prior to assembling conduit to enclosure to ensure a
continuous ground path.
H. Boxes and Enclosures in Areas or Walls with Acoustical Requirements:
1. Seal openings and knockouts in back and sides of boxes and enclosures with
acoustically rated putty.
2. Provide gaskets for wallplates and covers.
3.05 FIRESTOPPING
A. Install firestopping at penetrations of fire-rated floor and wall assemblies.
3.06 PROTECTION
A. Protect coatings, finishes, and cabinets from damage and deterioration.
1. Repair damage to galvanized finishes with zinc-rich paint recommended by
manufacturer.
3.07 CLEANING
A. Boxes: Remove construction dust and debris from junction boxes, pull boxes, and device
boxes before installing covers.
END OF SECTION
RENTON SCHOOL DISTRICT #403 SECTION 26 24 16
KENNYDALE ELEMENTARY SECURITY ENCLOSURE PANELBOARDS
PERMIT DOCUMENTS – 10/28/22 26 24 16 - 1
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A.Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.02 SUMMARY
A.Section Includes:
1.Branch-circuit panelboards and molded-case circuit breakers.
1.03 ACTION SUBMITTALS
A.Product Data: For each type of panelboard.
1.Include materials, switching and overcurrent protective devices, SPDs, accessories,
and components indicated.
2.Include dimensions and manufacturers' technical data on features, performance,
electrical characteristics, ratings, and finishes.
1.04 QUALITY ASSURANCE
A.Manufacturer Qualifications: ISO 9001 or ISO 9002 certified.
1.05 DELIVERY, STORAGE, AND HANDLING
A.Remove loose packing and flammable materials from inside panelboards; install temporary
electric heating (250 W per panelboard) to prevent condensation.
B.Handle and prepare panelboards for installation according to NEMA PB 1.
1.06 FIELD CONDITIONS
A.Environmental Limitations:
1.Do not deliver or install panelboards until spaces are enclosed and weathertight, wet
work in spaces is complete and dry, work above panelboards is complete, and
temporary HVAC system is operating and maintaining ambient temperature and
humidity conditions at occupancy levels during the remainder of the construction
period.
2.Rate equipment for continuous operation under the following conditions unless
otherwise indicated:
a.Ambient Temperature: Not exceeding 23 deg F to plus 104 deg F.
b.Altitude: Not exceeding 6600 feet.
RENTON SCHOOL DISTRICT #403 SECTION 26 24 16
KENNYDALE ELEMENTARY SECURITY ENCLOSURE PANELBOARDS
PERMIT DOCUMENTS – 10/28/22 26 24 16 - 2
B.Service Condtions: NEMA PB 1, usual service conditions, as follows:
1.Ambient temperatures within limits specified.
2.Altitude not exceeding 6600 feet.
C.Interruption of Existing Electric Service: Do not interrupt electric service to facilities occupied by
Owner or others unless permitted under the following conditions and then only after arranging to
provide temporary electric service according to requirements indicated:
1.Notify Owner no fewer than 72 hours in advance of proposed interruption of electric
service.
2.Do not proceed with interruption of electric service without Owner's written permission.
3.Comply with NFPA 70E.
PART 2 - PRODUCTS
2.01 EXISTING BRANCH-CIRCUIT PANELBOARDS
A.Manufacturers:
1.General Electric.
B.Panelboards: NEMA PB 1, lighting and appliance branch-circuit type.
C.Branch Overcurrent Protective Devices: Bolt-on circuit breakers, replaceable without disturbing
adjacent units.
2.02 MOLDED-CASE CIRCUIT BREAKERS
A.Circuit breakers shall have a toggle operating mechanism with common tripping of all poles,
which provides quick-make, quick-break contact action. The circuit-breaker handle shall be over
center, be trip free, and reside in a tripped position between on and off to provide local trip
indication. Circuit-breaker escutcheon shall be clearly marked on and off in addition to providing
international I/O markings.
B.Standard: Comply with UL 489 with interrupting capacity to comply with available fault currents.
C.Thermal-Magnetic Circuit Breakers: Bolt-on, inverse time-current thermal element for low-level
overloads and instantaneous magnetic trip element for short circuits. Adjustable magnetic trip
setting for circuit-breaker frame sizes 250 A and larger.
D.Features and Accessories:
1.Standard frame sizes, trip ratings, and number of poles.
RENTON SCHOOL DISTRICT #403 SECTION 26 24 16
KENNYDALE ELEMENTARY SECURITY ENCLOSURE PANELBOARDS
PERMIT DOCUMENTS – 10/28/22 26 24 16 - 3
2.03 IDENTIFICATION
A.Panelboard Label: Manufacturer's name and trademark, voltage, amperage, number of phases,
and number of poles shall be located on the interior of the panelboard door.
B.Breaker Labels: Faceplate shall list current rating, UL and IEC certification standards, and AIC
rating.
C.Circuit Directory: Typed circuit directory mounted inside panelboard door.
1.Circuit directory shall identify specific purpose with detail sufficient to distinguish it from
all other circuits.
2.04 ACCESSORY COMPONENTS AND FEATURES
A.Accessory Set: Include tools and miscellaneous items required for overcurrent protective device
test, inspection, maintenance, and operation.
PART 3 - EXECUTION
3.01 EXAMINATION
A.Verify actual conditions with field measurements prior to ordering panelboards to verify that
equipment fits in allocated space in, and comply with, minimum required clearances specified in
NFPA 70.
B.Receive, inspect, handle, and store panelboards according to NEMA PB 1.1.
C.Examine panelboards before installation. Reject panelboards that are damaged, rusted, or have
been subjected to water saturation.
D.Examine elements and surfaces to receive panelboards for compliance with installation
tolerances and other conditions affecting performance of the Work.
E.Proceed with installation only after unsatisfactory conditions have been corrected.
3.02 EXISTING WORK
A.Maintain access to existing panelboard remaining active and requiring access.
B.Protect existing panelboards remaining in service from damage during demolition and during
construction.
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C.Clean existing panelboards to remain of all dust and debris during demolition and during
construction. Repair existing panelboards of any damage caused during demolition and during
construction.
3.03 INSTALLATION
A.Coordinate layout and installation of panelboards and components with other construction that
penetrates walls or is supported by them, including electrical and other types of equipment,
raceways, piping, encumbrances to workspace clearance requirements, and adjacent surfaces.
Maintain required workspace clearances and required clearances for equipment access doors
and panels.
B.Comply with NECA 1.
C.Install overcurrent protective devices and controllers not already factory installed.
1.Set field-adjustable, circuit-breaker trip ranges.
2.Tighten bolted connections and circuit breaker connections using calibrated torque
wrench or torque screwdriver per manufacturer's written instructions.
D.Make grounding connections and bond neutral for services and separately derived systems to
ground. Make connections to grounding electrodes, separate grounds for isolated ground bars,
and connections to separate ground bars.
E.Install filler plates in unused spaces.
3.04 IDENTIFICATION
A.Create a directory to indicate installed circuit loads; incorporate Owner's final room
designations. Obtain approval before installing. Handwritten directories are not acceptable.
Install directory inside panelboard door.
B.Panelboard Nameplates: Label each panelboard with a nameplate complying with requirements
for identification specified in Section 260553 "Identification for Electrical Systems."
3.05 FIELD QUALITY CONTROL
A.Perform tests and inspections.
B.Acceptance Testing Preparation:
1.Test insulation resistance for each panelboard bus, component, connecting supply,
feeder, and control circuit.
2.Test continuity of each circuit.
C.Tests and Inspections:
1.Perform each visual and mechanical inspection and electrical test for low-voltage air
circuit breakers stated in NETA ATS, Paragraph 7.6 Circuit Breakers. Certify
compliance with test parameters.
2.Correct malfunctioning units on-site, where possible, and retest to demonstrate
compliance; otherwise, replace with new units and retest.
3.Perform the following infrared scan tests and inspections and prepare reports:
a.Initial Infrared Scanning: After Substantial Completion, but not more than 60
days after Final Acceptance, perform an infrared scan of each panelboard.
Remove front panels so joints and connections are accessible to portable
scanner.
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b.Follow-up Infrared Scanning: Perform an additional follow-up infrared scan of
each panelboard 11 months after date of Substantial Completion.
c.Instruments and Equipment:
1)Use an infrared scanning device designed to measure temperature or
to detect significant deviations from normal values. Provide calibration
record for device.
D.Panelboards will be considered defective if they do not pass tests and inspections.
E.Prepare test and inspection reports, including a certified report that identifies panelboards
included and that describes scanning results, with comparisons of the two scans. Include
notation of deficiencies detected, remedial action taken, and observations after remedial action.
3.06 ADJUSTING
A.Adjust moving parts and operable components to function smoothly, and lubricate as
recommended by manufacturer.
END OF SECTION
DIVISION 28
ELECTRONIC SAFETY AND SECURITY
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PART 1 - ENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Conditions,
Supplementary Conditions and Divisions 0 and 1 Specification Sections, apply to work of
this Section.
B. Division 26.
C. Environmental Protection Requirements: The work of this Section is part of the overall
requirements to comply with the Environmental Protection, Hazardous Materials, and
Green Procurement Requirements. Comply with Section 015700 – Environmental
Protection.
1.02 SCOPE AND RELATED DOCUMENTS
A. The project Access Control System shall be an ADDITION to the District-Wide Access
Control System. The Installing Vendor shall provide new equipment at the project site
and include the necessary programming for viewing reports, changing card holder
information, changing card holder access capabilities, and control functions of the new
Access Control System to and from the following locations:
1. Locally at the project site.
2. Remotely at the Owner’s Administrative Offices.
3. Remotely at the Owner’s Technology Department Offices.
B. Furnish and install a complete Access Control System as described herein and as shown
on the Plans; to be wired, connected, and left in first class operating condition. The
system shall include, but not be limited to: Access Control Panel(s), Access Control
Reader Interface(s), Input Board(s), Output Board(s), Power Supplies, Card Readers,
Door Position Switches, hard wired Electric Locks / Electrified Exit Devices (where
indicated within this specification), WIFI IP Enabled Electric (where indicated within this
specification), hard wired / WIFI / software connection to each electro-mechanical lock as
indicated on the Access Control System and Electro-Mechanical Door Hardware Matrix,
Duress Buttons, device Input supervision, control relays, conduit, junction boxes, fittings,
wire, connections to devices, and all other necessary material for a completely reliable
and fully functional system.
C. The Access Control System shall also function as an Emergency Lock Down System.
D. A PC shall display real-time status of the doors on the graphic map of the building.
E. Contractual information, guidelines, requirements, or other work specified to provide a
fully functional system for Section 281300 includes, but is not limited to the sections
identified in Division 27 as well as Section 087100 Finish Hardware.
F. Provide all programming as required to the satisfaction of the Owner.
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G. The entire Access Control System and related appurtenance shall be provided (as
indicated in this specification or in other specifications), installed (as indicated in this
specification or in other specifications), wired, terminated, programmed, tested,
commissioned, and warranted by Section 281300 for a complete and fully functional
system.
1.03 SYSTEM OPERATION
A. Integration to other Low Voltage systems:
1. Wireless Reader support – The Access Control System shall support the Mercury
enabled Aperio 8:1 Hub from ASSA ABLOY and/or the Allegion/Schlage PIM400
series with Avigilon AD_400 series locks allowing connectivity to wireless readers.
1.04 QUALITY ASSURANCE
A. The system, devices, and equipment, shall be manufactured under the appropriate
category by Underwriters' Laboratories, Inc. (UL), and shall bear the UL label. Partial or
pending listings are not acceptable. The installation of EACH device and/or component
shall be in compliance with the UL listing. The system, devices, and equipment shall fully
comply with the latest issue of these standards, where applicable, which includes, but is
not limited to:
1. National Fire Protection Association (NFPA) - USA:
a. NFPA 70 National Electrical Code
b. NFPA 101 Life Safety Code
2. Underwriters Laboratories Inc. (UL) - USA:
a. UL 294 Access Control Systems
b. UL 1034 Burglary-Resistant Rated
c. UL 1076 Proprietary Burglar Alarm Units and Systems
3. Meet or exceed Building Codes and Standards:
a. Local Authority Having Jurisdiction (AHJ) Requirements
b. State
1) WAC 51-20 Washington Barrier Free Regulations
c. National
1) National Electrical Code (see NFPA 70)
2) Americans with Disabilities Act
d. International
1) International Building Code
2) International Electrical Code (see NFPA 70)
3) International Fire Code
B. Approvals:
1. The system shall have proper listing and/or approval from the following nationally
recognized agencies:
a. UL Underwriters Laboratories Inc.
b. Factory Mutual.
c. FCC.
C. The Installing Vendor shall provide a Staff Commitment Letter in the Submittal and Shop
Drawings submittal package, that states the following:
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1. The Installing Vendor shall identify and designate two (2) Manufacturer Trained
and Certified Installing Vendor Technicians for the duration of this project.
a. The Installing Vendor shall submit copies of the above designated
technicians Manufacturer Certification(s).
1) Avigilon Corporation Certification.
2) Assa Abloy Door Security Solutions Certified Integrator “CI”
b. Additional Installing Vendor field technicians may also work on the site,
but only while one of the two designated technicians are on-site.
2. The Installing Vendor shall identify and designate a Project Manager whose
responsibilities will include, but are not limited to:
a. The Primary Point of Contact between the Owner and the Installing
Vendor. It is acceptable for this person to be the Lead Technician.
b. Scheduling of technicians to perform the work on the Owners premises.
c. Scheduling of any meetings shall be on the Owners premises.
D. Service and Software Modifications:
1. Provide the services of a Manufacturer Certified/Authorized Technician to perform
all system upgrades or changes.
2. For non-emergency service, response time of the technician to the site shall not
exceed 4 hours. If the call is received by the Installing Vendor before 1:00pm,
service shall be provided that day, and if the call is received after that time, then
the response shall be the following business day.
3. Provide all hardware and documentation necessary to modify the system on-site.
Modification includes addition and/or deletion of system devices, changes to
system operation, and custom label changes for devices.
1.05 SUBMITTALS AND SHOP DRAWINGS:
A. Provide ALL required submittal documents in Training Materials listed elsewhere in this
specification.
B. Data Sheets and other Documentation:
1. Pre-Installation project kick-off meeting.
a. The Installing Vendor shall provide the Meeting Minutes for the Pre-
Installation project kick-off meeting.
b. Submit the “System Device Naming Matrix” listed elsewhere in this
specification, with the Data Sheet submittal.
2. Follow up documentation for the pre-Installation project kick-off meeting shall be
provided as described under “Coordination” identified elsewhere in this
specification.
3. The Materials List shall identify the specification section, quantity of each item,
the manufacturer, model number, and brief description of each item.
a. Provide data sheets for each item listed on the materials list.
b. Provide indicating arrows on data sheets that have multiple items on the
data sheet.
4. Provide all Test Forms for review.
5. Provide documentation of the On-Site System Information Binder enclosure.
a. Include the list of documents that will be provided in the On-Site System
Information Binder.
b. Provide a sample copy of the Training Syllabus.
c. Provide a sample copy of the Step-by-Step Instructions.
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6. The Installing Vendor shall submit copies of the (2) designated technicians
Manufacturer Certification(s) for EACH item listed below.
a. Avigilon Corporation Certification.
b. Assa Abloy Door Security Solutions Certified Integrator “CI”
C. Shop Drawings shall include the following items:
1. The System Riser Diagram shall show the MDF and EACH designated IDF
separately.
a. Show each system component and device connected to and installed in
the MDF and each IDF.
D. EACH Card Reader door and device that is connected to the Access Control System shall
be identified by the architectural designated door number.
PART 2 - PRODUCTS
2.01 MATERIALS
A. See Division 27 for additional information.
B. Avigilon manufactures the products that are used for the basis of design for this
specification.
1. Substitutions will not be approved on this project.
C. Provide all equipment as defined in the specification(s) and shown on the drawings.
2.02 COORDINATION
A. The Installing Vendor shall include each of the following items in their bid for this project.
B. Refer to “Submittals” for additional coordination requirements.
C. Pre-Installation Project Kick-off Meeting. The Installing Vendor shall contact the Electrical
Contractor for the purpose of confirming the actual date of and attending the Pre-
Installation Project Kick-Off Meeting at the location selected by the Owner (somewhere
within the District). This meeting shall take place PRIOR to Submittal of equipment data
sheets. The Installing Vendor shall be responsible for providing the following items.
1. A sign in sheet (with the project name, Section number and title that the Installing
Vendor is representing, date, time, location, the printed name of each person in
attendance, their title, phone number, and email address).
2. Be responsible for taking Meeting Minutes, typing them into a formal document,
and distributing them via email to each attendee, the Architect, and the Engineer.
3. The items discussed at the Pre-Installation project kick-off meeting shall include,
but not be limited to:
a. Emergency Lock Down system operation.
b. Auto Unlock Doors on a timed schedule.
c. Database migration.
d. Access Control System general operation.
e. IP Addresses for the Access Control System equipment.
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f. Confirm equipment layout in the MDF and EACH designated IDF location
with the Owner’s IT Department.
g. Device Naming. See “System Device Naming Matrix” elsewhere in this
specification.
h. Configuration settings.
i. General coordination with staff.
j. General location of equipment and other items.
k. General questions about system operation, function, and programming.
l. The placement of wall mounted Equipment shall be identified, discussed,
and confirmed for the placement of the equipment in the MDF Room and
EACH designated IDF location.
D. Follow up documentation for the Pre-Installation Project Kick-Off Meeting. The purpose
of this information is to illustrate to the Owne’rs Access Control System representative
and the Owner’s IT Department that the information discussed during the Pre-Installation
Project Kick-Off Meeting was understood by the Installing Vendor.
1. Each of the above items and items discussed during the meeting shall be
included in the Data Sheet Submittals.
2.03 ACCESS CONTROL SERVER AND SYSTEM SOFTWARE
A. New Server. No additional Server(s) are to be provided for this project.
B. Existing Server. The existing District-Wide Access Control Server is located off-site at a
District Administration building and shall be used for this project.
1. Provide programming of the existing Server as required.
C. Existing Database – This system will be an expansion of the Owner’s existing Access
Control System.
1. Coordinate with the Owner’s Access Control System Representative, IT
Department, and Human Resources Department and import the Database and
related information fields as required.
2. Populate all database fields as directed by the Owner.
D. Server Software. The Access Control Server Software (Avigilon Access Control
Manager) shall be programmed for this project. This project shall operate completely and
independently from other locations within the District. Coordinate with the District IT
department as required.
E. Software Licenses:
1. The Installing Vendor shall provide single software based license key that resides
on each Access Control System appliance to control licensed features and/or
components.
a. Software licenses shall be upgradable and/or amendable via email or
download from Manufacturer secured web site.
b. The Access Control System appliance shall support a minimum of 50
concurrent client connections.
1) Individual license keys for traditional client workstations and/or
physical hardware license keys shall not be acceptable.
F. Graphic Map software:
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1. The Access Control System shall support graphical maps through import of
popular graphic formats (e.g., .bmp, .jpg, .png, .tif, .eps, etc.).
2. The Access Control System shall have the ability to place system icons including
card readers, input and output points, video cameras, and other access control
field hardware to indicate their location in the facility.
3. When the building is in the Emergency Lock Down mode, the Graphic Map shall
display the live real-time status of doors (opened or closed and locked or
unlocked).
2.04 ACCESS CONTROL SYSTEM HEAD-END EQUIPMENT
A. The Head-end Equipment shall be configured to enable a complete and fully functional
system to operate with the District software.
1. Avigilon Access Control Manager Enterprise.
2.05 ACCESS CONTROL PANEL (ACP) AND RELATED MODULES
A. Existing Access Control Panel. The existing access control panel is located in the MDF
room of the building and shall be used for this project.
B. It will be the Installing Vendor’s responsibility to ensure that the specified equipment is
fully and completely compatible with the existing equipment.
C. Existing manufacturer by HID. Provide quantities of each item as required.
1. Wall Mount Node; Model # AC-HID-VERTX-V2000.
a. Network Node, Base Module.
1) Model # AC-HID-VERTX-V1000.
b. Access Control Reader Input Blade.
1) Model # AC-HID-VERTX-V100.
c. Input Blade.
1) Model # AC-HID-VERTX-V200.
d. Output Blade.
1) Model # AC-HID-VERTX-V300.
2. Provide quantities as required.
2.06 ACCESS CONTROL SYSTEM POWER SUPPLIES (ACPS)
A. The Access Control Power Supply (ACPS) shall be used to power system related
equipment as required. The power supply shall be U.L. listed, have sixteen (16) Class 2
Rated PTC Power Limited outputs and a key locking enclosure. The ACPS shall have
automatic switch over to stand-by batteries when AC power fails, and have AC fail
supervision which is a Form “C” contact closure upon loss of power.
B. The ACPS’s shall ONLY be installed in the MDF and EACH designated IDF location,
unless noted otherwise on the drawings.
C. The Access Control System shall monitor EACH ACPS provided for this project. Monitor
EACH of the following terminals:
1. Provide connection for (1) Access Control System Input within EACH ACPS that
is provided for this project to monitor the 120vac power fail contacts.
2. Provide connection for (1) Access Control System Input within EACH ACPS that
is provided for this project to monitor the Low Battery supervision contacts.
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D. Provide ACPS’s for low voltage requirements of the Access Control System. This
includes, but is not limited to the following items:
1. Hard Wired Electric Latch Retraction Exit Devices (where applicable).
2. Hard Wired Electric Locks (where applicable).
3. Hard Wired Electric Strikes (where applicable).
4. Request to Exit (REX) motion sensors (where applicable).
5. Miscellaneous system related appurtenances.
E. Altronix: Model# AL1024ULXPD16CB. Provide quantities as required.
2.07 FIELD DEVICES
A. Review the Access Control System Riser Diagram for Card Reader related equipment
that is NOT shown on the drawings, but shall be provided and installed for this project.
B. Prior to Bidding and Ordering ANY equipment, it shall be the responsibility of the Installing
Vendor to confirm the Owners existing Access Cards will work on the specified
equipment.
C. Card Readers: Provide one (1) Card Reader at EACH location shown on the drawings.
Card readers shall connect to the Access Control Panel (ACP), for a fully functional
system, as required.
1. Card Readers shall meet the following minimum requirements:
a. PRIOR to ordering, obtain written approval of the color selection.
b. Manufacturer’s lifetime warranty.
2. Single Gang Mount - Smart Card Reader:
a. Multi-Technology Prox and iCLASS™ Reader.
b. Mount to a single-gang electrical box.
c. Exterior Reader with Keypad shall be manufactured by HID: Model#
RPK40 Series. Provide quantities, as shown on the drawings.
d. Interior Reader shall be manufactured by HID: Model# RK40 Series.
Provide quantities, as shown on the drawings.
3. Credentials:
a. PRIOR to ordering any credentials, coordinate with the Owner to match
the existing Access Cards.
b. Provide 250 Cards.
c. Manufactured by HID, Model # 202x iClass Series.
D. Door Position Switches (DPS’s):
1. Recessed Mount:
a. Coordinate with the Intrusion Alarm System Installing Vendor as required.
E. Emergency Lock Down Button:
1. Red mushroom button.
2. Rofu International: Model #9410 series or ACSI: Model #1320-5 or approved
equal.
3. Provide additional Bi-Color LED’s on the same outlet/face plate of the button to
display the live real-time status when the Access Control System is in Normal
mode or Emergency Lock Down Mode.
F. Door Override Button:
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1. Black push button.
2. ACSI: Model #1320-2 or approved equal.
G. No-Touch Infrared Switch:
1. Mullion Mount:
a. Stainless steel.
b. Safety Technology International: NT-SS002-EN OPEN
c. Provide surface mount backbox KIT-BB0SS.
d. Coordinate with the Intrusion Alarm System Installing Vendor as required.
e. Provide complete installation that integrates switch into existing access
control system for scheduling.
2.08 SPARE CAPACITY
A. Spare Cables:
1. Provide spare cabling as shown on the drawings.
2.09 FLEXIBILITY IN SYSTEM DESIGN LAYOUT
A. Where indicated on the drawings, the Installing Vendor shall have the flexibility in their
design to provide system equipment at any of the MDF/IDF’s and/or Systems Plywood
Back Board locations that are SPECIFICALLY identified on the drawings for this
equipment.
B. Coordinate the exact location of field devices with the Architect, prior to installation.
2.10 SYSTEM CABLES, CONNECTORS, AND PATCH CORDS
A. See PART 3 of this specification and Division 27 for additional requirements.
B. ALL cables and conductors shall be the same size and color throughout EACH cable run.
Such as from EACH field device to the terminals on the ACP, ACRI, and Power Supply.
1. The color of the overall cable jackets shall be white. If this color is not available,
provide a permanent-colored marking in white on the cable for every 10’-0” of
cable for the duration of the cable run.
C. Cables/Conductors: The minimum allowable size conductors are specified below. Use
larger conductors and/or additional conductors, as required. Prior to Bidding, consult with
the system Manufacturer that the following cable types are acceptable. It shall be the
Installing Vendors responsibility to provide and install Manufacturer approved cables. Use
the Manufacturers equivalent cable requirements, to meet all code requirements [such as
“Wet Rated” or “Aerial Rated” cable] for the appropriate devices.
1. CAT6 cable(s):
a. Refer to Division 27.
2. Readers:
a. Non-Plenum: West Penn 3021 (18/6oas), or approved equal.
1) Provide additional conductors for Reader control of LED’s as
specified, as required.
b. Plenum: West Penn 253186B (18/6oas), or approved equal.
1) Provide additional conductors for Reader control of LED’s as
specified, as required.
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3. Door Position Switches (DPS’s):
a. Non-Plenum: West Penn 224 (18/2ns), or approved equal.
b. Plenum: West Penn 25224B (18/2ns), or approved equal.
4. Electro-Mechanical Locks and/or Electrified Exit Devices:
a. Non-Plenum: West Penn 227 (12/2ns), or approved equal.
b. Plenum: West Penn 25227B (12/2ns), or approved equal.
5. Emergency Lockdown Button (ELD):
a. Non-Plenum: West Penn 224 (18/2ns), or approved equal.
b. Plenum: West Penn 25224B (18/2ns), or approved equal.
D. Connectors/Terminations: Use the manufacturer approved wire strippers and crimping
tool as required.
1. CAT6 cable(s):
a. Refer to Division 27.
2. Maintain all cable and system requirements.
E. Patch Cords: Size EACH cable length to provide ease of maintenance, while not leaving
excessive slack.
1. CAT6 cable(s):
a. Refer to Division 27.
2. Maintain all cable requirements.
2.11 TEST FORMS
A. The Installing Vendor shall include in the pricing of their bid, the time and materials to
completely fill out EACH TEST FORM. Electronic copies of the required Test Forms will
be provided to the Installing Vendor upon award of the project.
1. Sample Test Forms are provided at the end of this specification. An electronic
copy of this Test Form will be provided to the Installing Vendor upon request.
2.12 TRAINING MATERIALS AND PROGRAMMING SURVEY
A. The Installing Vendor shall include in the Pricing of their Bid, the time and materials
necessary to generate and create the following Documentation, provide the staff and
necessary equipment as required to provide the following services, as described below.
B. EACH of the documents shall have the following:
1. At the top of the document list the Name or Title of the document, the Section
Number, and Section Title.
2. Header of document:
a. The Project Name and the current date.
3. Footer of document:
a. Use multiple pages as required, but identify each page by having the
footer state “Page 1 of X”, “Page 2 of X”, etc.
C. Interview the Owner for no less than a minimum of one (1) 4-Hour session. Allow for
additional time if required, at no additional cost to the Owner. The Installing Vendor LEAD
TECHNICIAN AND BACKUP TECHNICIAN shall be present for this meeting. The
purpose of this Interview is to verbally discuss all of the feature sets of the system. The
dialog shall describe the benefits for implementing each of the systems features, thus
allowing the Owner to make an informed decision on the how they can maximize the
functional operation of their system.
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1. Prior to starting the Interview process with the Owner, have EACH attendee fill
out a “Sign In Sheet” listing EACH attendee’s name, department they work in, and
their phone number.
2. Provide a detailed list of features with a document titled “Section 282300 CCTV
System – PRE-INTERVIEW of Owner Requested Systems Programming Sheet”.
This shall be provided in the “Submittal and Shop Drawings” with the submittal.
This shall be used as the basis of discussion for the Interview process.
a. For EACH separate software feature, provide a row with an ascending
number indicating the “Item #” (on the far left side of the page).
b. Next to the Item #, provide a Yes, No, and N/A column. This shall be
checked off by the Installing Vendor during the course of the Interview, to
determine which options the Owner would like to have programmed.
c. On each row, provide a brief description of the feature set.
d. On the far right of each row, provide adequate space to write comments.
3. All parties shall review the drawings and discuss the intended functions of EACH
device. This will allow all parties to have a complete understanding of EACH
system devices purpose and the performance requirements of the system that
was identified during the Interview process.
4. At the conclusion of the Interview with the Owner, prior to leaving the premises,
the Installing Vendor shall do the following:
a. Review with the Owner, by verbally recapping EACH of the feature sets
listed on the “Section 281300 Access Control System – PRE-
INTERVIEW of Owner Requested Systems Programming Sheet” and
reiterating this with a Yes (the Owner wants this feature) or No (the
Owner does not want this feature). Make any corrections as required.
b. Provide no less than three (3) copies of the completely filled out, “Section
281300 Access Control System – PRE-INTERVIEW of Owner Requested
Systems Programming Sheet” to the Engineer.
5. For Bidding Purposes, the Installing Vendor shall be expected to program the
system to Industry Standards, based on a project of this size, scope, typical
functionality for this market segment, and as described throughout this
specification.
a. Review the testing requirements specified elsewhere within this
specification for additional information.
D. Within five (5) business days of the conclusion of the Interview, provide the following
documents to the Engineer for review:
1. The updated Interview Document with a new title of “Section 28 13 00 Access
Control System – Owner Requested Systems Programming Sheet”. This shall
have the Yes, No, and N/A columns electronically filled out to demonstrate what
will and will not be programmed. Include at the conclusion of this document, the
following;
a. The date(s) of the Interview with the Owner.
b. The address, building name, room name, and room number of the
location that the Interview took place at.
c. Provide copies of the sign in sheet(s).
2. A Training Syllabus titled “Section 281300 Access Control System – Training
Syllabus”, based on the features that the Owner has selected to be programmed
into their system.
E. Training Manuals for the Site Staff:
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PERMIT DOCUMENTS – 10/28/22 28 13 00 - 11
1. At the 1st training session, prior to starting, provide a quantity of up to ten (10)
training manuals to the site staff.
2. The training manual shall be specific to the site (i.e. Binder spine, binder cover
insert, and the binder’s internal documents).
3. Each of the training manuals shall be in a 3-ring “D” style binder. The binder shall
be sized to allow for 20% additional documentation. The spine of the binder shall
have a clear cover with an insert clearly typed with the following label “Section
281300 Access Control System – (site name here) training manual”. The binder
shall have a clear front cover with an insert clearly typed with the title of the spine
on the front sheet, located at the top of the page, and centered. Under the title of
the spine, the following information shall also be included on the front sheet of the
binder; the site name and site address, the project name and project address, the
current date, the installing vendors name, address, contact name and phone.
Each binder shall include the following;
a. Use color coded numbered tabs to separate each item defined below and
for each device that was installed. Provide these items in the following
order.
1) Provide An 8½” X 11” Clear Heavy Plastic Sheet In Front Of A
Table Of Contents Page As The First Page Of The Binder
Indicating Each Of The Equipment Or Device Documents
Contained In Each Tab Section.
2) “Section 281300 Access Control System – (Site Name Here)
Training Syllabus”.
3) Provide the Power Point Presentation using actual screen shots
of typical functions that are specifically intended to demonstrate
the aspects of the owner’s new system. These shall be step-by-
step instructions of the most common features that are used on
the software. This includes , but is not limited to;
a) How to use the search functions to find a specific date,
specific time, or specific object.
b) How to change card holder information.
c) How to activate the Emergency Lock Down system.
d) How to Reset the Emergency Lock Down system.
4. Include Color copies of EACH slide that was presented in the power point
presentation. Provide a maximum of three (3) legible slides per page, with lines
beside each slide to write notes.
5. Include the Manufacturers Software User’s Manual(s).
2.13 ADDITIONAL SYSTEM EQUIPMENT
A. See Part 3 of this specification for additional provision of system Equipment and/or Labor.
PART 3 - EXECUTION
3.01 GENERAL
A. See Division 27 for additional information.
B. Prior to rough-in, coordinate with the Architect for the exact location(s).
C. Install all equipment, devices, and cabling, per the manufacturer’s recommendation.
RENTON SCHOOL DISTRICT #403 ACCESS CONTROL SYSTEM
KENNYDALE ELEMENTARY SECURITY ENCLOSURE SECTION 281300
PERMIT DOCUMENTS – 10/28/22 28 13 00 - 12
D. Coordinate with the Owner for final programming and testing.
3.02 INSTALLATION
A. EACH CABLE RUN SHALL CONTINUOUS, WITHOUT ANY SPLICES, from the device
to the terminal strip on the system panel or power supply. Any cable run that does not
meet this requirement shall be replaced at no additional cost to the Owner.
B. Setup, connect, and configure the Servers/Workstations/Monitors per the manufacturer’s
recommendations to operate as intended.
3.03 MOUNTING HEIGHTS, LOCATIONS, AND SETTINGS
A. Prior to Bidding, the Installing Vendor(s) shall confirm and coordinate the actual quantities
and locations of the power requirements with the electrical contractor see “Power
Supplies” and “Flexibility in System Design Layout” listed elsewhere in this specification.
At a minimum, provide 120vac wiring and connections to the ACP(s) and all power
supplies as required for a fully functional system.
B. Prior to rough-in, coordinate with the Architect for the exact location(s).
C. Install EACH of the devices and/or equipment per the manufacturer’s recommendation.
D. Access Control Panel’s (ACP’s):
1. Install EACH ACP as recommended by the manufacturer.
E. Card Readers:
1. Install EACH Card Reader:
a. Flush to the wall surface.
1) Surface mounted boxes are unacceptable.
b. Coordinate with the Architect for exact mounting height.
F. Door Position Switches shall be installed on the latch side of the door, NOT the hinge
side. At the upper portion of the door, on the top of the door (recessed mount), and 4” to
6” from the edge of the door. Install per manufacturers recommendations. After
installation the door shall be able to close properly without rubbing on the door position
switch.
1. Recessed Mount Door Position Switches:
a. Drill a hole for a snug fit per the manufacturer’s instructions. Do NOT
use hole saws or other tools that will not produce an exact diameter hole.
Loose fitting door positions are not acceptable. It will be the responsibility
of the Installing Vendor to satisfy the Architect for a proper installation.
G. Electric Locks and/or Electrified Exit Devices shall be powered by the Access Control
System Power Supply’s (ACPS’s):
1. ACPS’s shall power the Electrified Exit Devices (ED). The following items shall
be provided by the Division 8 Door Hardware supplier.
a. Electric Locks and/or Electrified Exit Devices.
b. Electrified Exit Device Power Supply (EDPS).
2. Mounting of ACPS’s, wiring, and terminations of ALL Electro-Mechanical locks
shall be by the Access Control System Installing Vendor/Contractor.
RENTON SCHOOL DISTRICT #403 ACCESS CONTROL SYSTEM
KENNYDALE ELEMENTARY SECURITY ENCLOSURE SECTION 281300
PERMIT DOCUMENTS – 10/28/22 28 13 00 - 13
a. Mount approximately 6” above the accessible ceiling (where applicable)
or at 9’-0” above the finished floor, unless otherwise noted.
3.04 PROGRAMMING AND CONFIGURATION
A. Provide all programming as required to the satisfaction of the Owner.
3.05 TESTING
A. Commission the system as required to ensure it is complete and fully operational.
3.06 TRAINING
A. Training for Site Staff:
1. The training sessions shall be held at the project Site.
a. Provide Training for up to ten (10) Site Staff.
b. Provide a total of two (2) separate training sessions for the Owners
personnel. Schedule both training sessions with the Owner, providing a
minimum of 14 days advance notice, and offer a minimum of three dates
to choose from.
2. The Site Training Session(s) shall only take place AFTER the Owners
Administrative Staff have had their first training session.
3. The 1st Training Session shall consist of:
a. Providing the printed Training Manuals to EACH attendee, as described
elsewhere in this specification in “Training Materials and Programming
Survey”.
b. Being conducted by one of the designated Installing Vendor technicians.
The training shall be a minimum of one (1) 2-Hour session that shall be
held on the same day, and provide a thorough and in depth full feature
training session. Provide additional training time as required, to answer
EACH of the staff’s questions, at no additional cost to the Owner.
c. Using an Installing Vendors laptop and projector, connect to the Owners
WAN and demonstrate each of these features and functions.
1) At the Owners option, the Installing Vendor may be allowed to
provide the Training Session on the Owners Workstation.
4. The 2nd Training Session shall consist of:
a. A refresher training session shall be held approximately 30 days after the
first training session. The training session shall be a minimum of two (2)
hours that may be conducted by one of the Installing Vendors designated
technicians that attended the first training session. Provide additional
training time as required, to answer EACH of the staff’s questions, at no
additional cost to the Owner.
b. Using an Installing Vendors laptop and projector, connect to the Owners
WAN and demonstrate each of the features and functions that the
Owner’s staff would like clarification on.
1) No less than five (5) business days in advance of this meeting,
the Installing Vendor shall request from the Owner, EACH of the
items that the Owner would like clarification on.
a) The documents that were filled out during the “Interview
with the Owner” shall be used as the reference
document.
RENTON SCHOOL DISTRICT #403 ACCESS CONTROL SYSTEM
KENNYDALE ELEMENTARY SECURITY ENCLOSURE SECTION 281300
PERMIT DOCUMENTS – 10/28/22 28 13 00 - 14
b) At the Owners option, the Installing Vendor may be
allowed to provide the Training Session on the Owners
Workstation.
3.07 AS-BUILTS
A. Provide all As-Built documentation as defined in this specification.
B. Update all documents provided in the Submittal and Shop Drawings to accurately reflect
the actual equipment that was provided for this project, and the actual locations of the
installed equipment.
C. The Installing Vendor shall include in the pricing of their bid, the time and materials to
generate and create the documentation, as described below.
1. Provide an “Equipment Information Sheet”, in the O & M manuals. At a minimum,
from left to right, provide the following information;
a. Manufacturer’s Name.
b. Equipment Device Type (such as Workstation, Control Panel, etc).
c. Location (such as MDF room 103, or area of building).
d. Floor Plans of equipment location, Wire Routes, and Door Numbers.
RENTON SCHOOL DISTRICT #403 ACCESS CONTROL SYSTEM
KENNYDALE ELEMENTARY SECURITY ENCLOSURE SECTION 281300
PERMIT DOCUMENTS – 3/11/2022 28 13 00 - 15
Access Control System Test Form
Test Date:
Arch Door #/Name:
System Door #:
Door Location:
Card Reader Door:
Door Lock Style:
Lock Serial #:
IP ADDRESS
MAC ADDRESS
Port #:
System Feature Comments
Visual Inspection - at System Server
Item 1 Yes No N/A The Door Name & ID# is correctly
identified.
Item 2 Yes No N/A Auto Unlock time is programmed correctly.
Item 3 Yes No N/A Valid Card read displays correct
information.
Item 4 Yes No N/A Invalid Card read displays correct
information.
Item 5 Yes No N/A Door held open displays in the Event Log.
Item 6 Yes No N/A Door forced open displays in the Event Log.
Item 7 Yes No N/A Event log “Tags” CCTV Video Clip link.
Visual Inspection - at MDF/IDF location
Item 8 Yes No N/A Is the Cabling installed in a neat manner?
Item 9 Yes No N/A Are all of the cables labeled properly?
Item 10 Yes No N/A Are all cables installed without any
splices?
Item 11 Yes No N/A Are all cables of the approved type?
Item 12 Yes No N/A Do all the cables have proper service
loop?
Item 13 Yes No N/A Are all cables the proper color?
Visual Inspection - at Door location
Item 14 Yes No N/A Is the Card Reader installed properly?
Item 15 Yes No N/A Door unlocks upon valid Card Read.
Item 16 Yes No N/A Card Reader sounder indicates Card
read.
Item 17 Yes No N/A Card Reader LED’s display lock status.
Item 18 Yes No N/A The REX motion sensor is operating
correctly.
Item 19 Yes No N/A REX unlocks the Door (it should NOT)
Item 20 Yes No N/A Door held open alarms as programmed.
Item 21 Yes No N/A Valid Card read activates the ADA Button.
Item 22 Yes No N/A Emergency Lock Down secures this door.
Item 23 Yes No N/A The Door closes and locks securely.
Item 24 Yes No N/A The Door Hardware is operating correctly.
Signature Print
Technician: _______________________________ _______________________________
RENTON SCHOOL DISTRICT #403 ACCESS CONTROL SYSTEM
KENNYDALE ELEMENTARY SECURITY ENCLOSURE SECTION 281300
PERMIT DOCUMENTS – 3/11/2022 28 13 00 - 16
Representing: _____________________________ Date: ______________________
Owner Rep: ______________________________ _______________________________
Representing: _____________________________ Date: ______________________
Architect: _________________________________ _______________________________
Representing: _____________________________ Date: ______________________
RENTON SCHOOL DISTRICT #403 ACCESS CONTROL SYSTEM
KENNYDALE ELEMENTARY SECURITY ENCLOSURE SECTION 281300
PERMIT DOCUMENTS – 3/11/2022 28 13 00 - 17
GOVERNING ACCEPTANCE FORM
TEST FORMS COMMENTS
Item 1 PASS FAIL N/A PRE -INTERVIEW
QUESTIONAIRE
Item 2 PASS FAIL N/A Each individual Card Reader
PERFORMANCE TESTS
Item 3 PASS FAIL N/A Access Control Server Test Form
Item 4 PASS FAIL N/A Training Syllabus
Item 5 PASS FAIL N/A Training Session #1
Item 6 PASS FAIL N/A Training Session #2
Training Session #1
COMPLETED INCOMPLETE COMMENTS
Training Session #2
COMPLETED INCOMPLETE COMMENTS
The undersigned having been engaged as the Installing Vendor for the _____( OWNERS NAME HERE
)_____ confirm that the _________( NAME OF PROJECT )_______________, confirm that the SECTION
281300 ACCESS CONTROL SYSTEM equipment was installed in accordance with the specifications,
drawings, wiring diagrams, instructions, and directions provided to ____( INSTALLING
VENDORS NAME HERE )_____ by the Manufacturer. It has been completely tested, demonstrated and
accepted by the Owners representative.
Once ALL of the above items have ‘passed’ the Performance test ALL Training has been ‘Completed’ the
Warranty shall be deemed the Owners ability to use the Complete System Functionality as it was
designed. From that date forward the warranty period as defined in the project documents shall begin and
be in full force
and effect, from the most current date.
The signatures listed below do NOT release the Installing Vendor/Contractor from fulfilling all of the
requirements outlined within the project documents. The Owner reserves the right to have any and all
corrections made, that do not comply with the project documents.
The following parties witnessed the Performance Tests and /or approve of the results of the Governing
Acceptance Form.
Print Signature
Technician: _______________________________ _______________________________
Representing: _____________________________ Date: ______________________
Owner Rep: ______________________________ _______________________________
Representing: _____________________________ Date: ______________________
Architect: _________________________________ _______________________________
Representing: _____________________________ Date: ______________________
END OF SECTION