APPROVED BLD PLN RESUB1 BLD2021-1190+Architectural_Plan+9.28.2021_10.32.27_AM+24322953
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Approved by Fire
10/04/2021
1.Fully fire sprinklered V-5 building
2.Separate permits for fire sprinkler alterations
3.Separate permits for fire alarm alterations
4.Will check Knox entry system, keys, exit signage,
fire systems signage and emergency exiting at TI final
GENERAL NOTES
����,����' � I-IIIII � ����� ��� � ��� I IIIIIIIpI I I IIPI'.
I IIIII IIIIII IIIII . III I.
II III
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• GENERAL CONTRACTOR TO VERIFY LEASE DIMENSIONS, EXISTING DIMENSIONS, EXISTING STRUCTURAL ELEMENTS, AND GEILING
HEIGHT CLEARANCES, ETG. AND REPORT TO ARGHITEGT ANY INGON515TENGY PRIOR TO START OF CONSTRUCTION.
• GENERAL CONTRACTOR TO COORDINATE ANY WORK IN TENANT SPAGE BELOW, ABOVE AND OR ADJACENT WITH THAT TENANT
AND LANDLORD. WORK TD TAKE PLACE OFF HOURS AND INCLUDE SECURITY A5 REQUIRED BY TENANT AND OWNER.
• DIMENSIONS NOTED (WIDTH � HEIGHT) ARE TO BE MAINTAINED EXCEPT WHEN NOTED BY A +/- DIMENSION.
• DO NOT SCALE DRAWING5. REQUEST GLARIFIGATION FROM THE ARGHITEGT TO RE50LVE DISGREPANGIES OR TO SUPPLY
ADDITIONAL INFORMATION.
• GENERAL CONTRACTOR TO CLARIFY ANY INGON515TENGIE5 WITHIN THE CONSTRUCTION DOCUMENTS WITH THE ARGHITEGT PRIOR
TO STARTING CONSTRUCTION.
• GENERAL CONTRACTOR IS RESPONSIBLE TO VERIFY THAT THE MEGHANIGAL AND ELEGTRIGAL CONTRACTOR IS SUPPLYING AND
INSTALLING THE SPECIFIED ITEMS. GENERAL CONTRACTOR 15 TO CLARIFY ANY INGON515TENGY BETWEEN ARCHITECTURAL
PLAN AND MEGHANIGAL AND ELEGTRIGAL PLANS PRIOR TO ANY INSTALLATION.
• GENERAL CONTRACTOR AND ALL SUB TRADES TO MAKE EVERY EFFORT TO PURCHASE MATERIALS FROM LOCALLY
EXTRACTED AND MANUFACTURED SOURCES (WITHIN 500 MILE RADIUS).
• ALL WOOD PRODUCTS USED FOR FRAMING, ETG., THAT ARE NOT CLASSIFIED AS "INTERIOR FINISH MATERIALS" ACCORDING TO
GORE SHALL BE FIRE PRESSURE TREATED LUMBER.
• PROVIDE FIRE BLOCKING AND DRAFT STOPPING A5 SPECIFIED IN GORE CONGEALED WALL SPACES, IN CONGEALED SPACES
OF STUD WALLS AND PARTITIONS, INCLUDING FURRED OR STUDDED OFF SPACES OF MASONRY OR CONCRETE WALLS, AT THE
GEILING, FLOOR, OR ROOF LEVELS.
• PENETRATION THRU RATED WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE
OF FLAMES AND HOT GASES WHEN SUBJECT TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIED FOR FIRE STOPS
ASTM-E-814.
• LIGHT FIXTURES TO BE SUPPORTED INDEPENDENTLY OF 5U5PENDED CEILINGS SHALL BE SUPPORTED WITHIN 6" OF EACH
CORNER OF FIXTURE IN ACCORDANCE WITH ASTM G-636 76. REFER TO DETAILS IN PLANS.
• EXIT AND EMERGENCY LIGHTING -EXIT AND EMERGENCY LIGHTING 5HALL BE ADEQUATE HOWEVER THE CITY RESERVES THE
RIGHT TO MAKE FINAL DETERMINATION ON SITE.
• INTERIOR FINISH - GERTIFIGATION OF "FIRE RATING" SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT BY THE TENANT FOR
CARPETING AND OTHER INTERIOR FINISH MATERIAL REQUIRED BY CODE PRIOR TO THE ISSUANCE OF OCCUPANCY PERMIT.
• COMPLY WITH SPECIAL WORKING CONDITIONS RELATING TO THE PROJECT, INCLUDING BUT NOT LIMITED TO REQUIREMENTS FOR
TEMPORARY PROTECTION, TRASH MANAGEMENT, NOISE, LIGHT, DUST AND POLLUTION CONTROL, AND LIMITATIONS ON WORKING
HOURS.
• ALL SUBMITTALS SHALL BE SENT TO GBRE PROJECT MANAGER FOR PROCESSING. DO NOT INCLUDE ARGHITEGT ON
INVITATIONS FOR PROGORE OR SIMILAR TRACKING 5Y5TEM5
• WHEN SUBMITTING A SUBSTITUTION, A SEPARATE PACKAGE MUST BE GREATER WITH A REQUEST TO SUBSTITUTE COVER LETTER.
THE SUBMITTAL SHALL INCLUDE THE ORIGINAL DESIGN GUTS SHEETS/ SPEGIFIGATIONS AND THE PROPOSED SUBSTITUTION GUT
SHEETS HIGH -LIGHTED TO SHOW EQUAL. THE REQUEST MUST BE INDEPENDENT FROM OTHER SUBMITTALS. FAILURE TO
SEPARATE OR SHOW AS A SUBSTITUTION WILL BE REJECTED.
VICINITY MAP
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ill un nlil'll� �1 1 1'li I I I �� nn nlumnl I � riiiirni tort I frnl n ul I'rr
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III III II IIIII IIL IIII IIIIIIII I , IIII IIIIIIIIIII I I I IIIII:III IIII III
I�
IIIIII � I I I II I�,, III' IIII IIIIIIIIIIII IIIII Illlhlllll llll
21727 76TH AVE WEST, SUITE C
EDMONDS WA 98026
CODE SUMMARY
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
CRITERIA
REQUIREMENTS
CODE REFERENCE
TYPE OF GON5TRUGTION
V-B (FULLY SPRINKLERED)
IBG SECTION 601
NUMBER OF FLOORS
(EXISTING) 2 FLOORS
LOCATION OF WORK
1ST FLOOR
BUILDING HEIGHT
(EXISTING) / NO GRANGE (PROPOSED)
USE AND OCCUPANCY GROUP
B - BUSINESS (PROFESSIONAL OFFICE)
IBC SECTION 302 / 304
AREA AND OCCUPANT LOAD CALCULATIONS 3606 SQ FT (EXISTING) IBC 1004.1.2 / 1004.2
OFFICES tB, cLiNicnu ot�icFa: 100 GRO55 SQ FT PER OCCUPANT= 36 OCCUPANTS IBC SECTION 506
TOTAL SQUARE FEET /TOTAL OCCUPANTS 3606 5F / 36 OCCUPANTS IBG TABLE 1004.1.2
EXITS REQUIRED /EXITS PROVIDED I (REQUIRED) / 3 (PROVIDED) IBC TABLE 1006.3.1
EGRESS WIDTH REQUIRED: 'i.2" REQUIRED IBC SECTION 1005.3.2
36 OCCUPANTS x .20 INCHES PER OCCUPANT =
EGRESS WIDTH PROVIDED
(3) DOORS x 34" EACH 102" PROVIDED
MAXIMUM TRAVEL DISTANCE: 300'-O" MAXIMUM IBG TABLE 101-1.2
MAXIMUM COMMON PATH DISTANCE: 100'-O" MAXIMUM IBC TABLE 1006.2.1
PLUMBING CALCULATIONS
IBG TABLE 2a02.1
B: TOILETS - I PER 25 /LAYS - I PER 40
TOILETS : 36/25 = 1.44 LAVS : 3b/40 = O.a (SEE NOTE I)
REQUIRED:
I TOILETS / I LAV
ACTUAL FIXTURES PROVIDED (SEE NOTE 2)
IN SUITE: x2 SINGLE USER RESTROOMS W1 I WG � I LAV EACH
CODE NOTES APPLICABLE CODES
I. PLUMBING FACILITIES GALGIJLATED AS B - BUSINESS / PROF�SIONAL OFFICE. OCGJPANGY USE 2018 INTERNATIONAL BUILDING CODE
GROUP IS DECIDED BY TENANT BJ51NE5S OPH�ATION WERE PROFE5510NAL COUNSELING OFFICE 2018 INTERNATIONAL RESIDENTIAL GORE
15 THE i�ZIMARY OPERATION � SERVICE. 2018 INTERNATIONAL MEGHANIGAL CODE
2018 INTERNATIONAL FUEL GA5 GORE
2. PLUMBING FIXTURES ARE PRO�/IDED IN THE COMMON SPAGE Bl=i7^�Tl SJITES. SHARED FIX'NRES 2018 INTERNATIONAL FIRE CODE
ARE EXISTING AND NOT TO BE GHANGI=D WITH THIS TENAi�Cf IMPRa?�I�T�ENT. 2018 INTERNATIONAL EXISTING BUILDING GORE
2018 INTERNATIONAL PROPERTY MAINTENANCE GORE
2018 I GG PERFORMANCE GORE
2018 WASHINGTON STATE ENERGY GORE
RESIDENTIAL
COMMERCIAL
2018 UNIFORM PLUMBING GORE
EDMONDS COMMUNITY DEVELOPMENT GORE TITLE 14
WA STATE AMENDMENTS TO IGG GORES A5 APPLICABLE
SITE MAP
APPROVED BY PLANNING
�i�yi�'
Oct 05 2021
APPROVED
PLANS MUST BE
ON JOB SITE
PROJECT SUMMARY
City Of Edmonds
Building Department
-� �� TENANT IMPROVEMENT
Address 21727 76TH AVE W SUITE C
Owner LIFESTANCE
Approved Date ' 10/06/2021
Building Official Elrl,!i ��I�{'Ztr'
--------------------
Permit Number BLD2021-1190
t-----------------------------------------------------------,
Separate permits required:
I
Plumbing ;
Mechanical
I
THIS WORK GON515T5 OF THE INTERIOR ALTERATIONS FOR A BUSINESS IN AN EXISTING VACANT TENANT SPAGE ON THE FIRST FLOOR OF
AN EXISTING TWO-STORY BUILDING.
THE WORK INCLUDES: THE LIMITED DEMOLITION OF INTERIOR NON -LOAD BEARING PARTITION WALLS; THE CONSTRUCTION OF NEW
INTERIOR NON -LOAD BEARING PARTITION WALLS; THE CONSTRUCTION AND INSTALLATION OF NEW INTERIOR FINISHES INCLUDING
LAY -IN CEILINGS AND LED LIGHT FIXTURES; THE MODIFIGATIDN OF EXISTING ELEGTRIGAL, MEGHANIGAL, AND PLUMBING SYSTEMS;
AND ALL NECESSARY AND PERTINENT ITEMS AS DIRECTED AND SPECIFIED BY THE TENANT.
DRAWING INDEX
REVI510N5 � 8/?b/21 � - � - � - � - � - � - � - � -
GVR I GOYER SHEET
ARCHITECTURAL
L51.0
LIFE SAFETY
DI.O
DEMOLITION FLOOR PLAN
DI.I
DEMOLITION GEILING PLAN
AI.O
FLOOR PLAN
AI.I
GEILING PLAN
A2.0
FINISH PLAN
A3.0
ENLARGED PLANS � INT. ELEVATIONS/ DETAILS
A3.1
WALL TYPES/ DETAILS
A3.2
SCHEDULES
A3.3
TOILET ROOM PLAN, ELEVATIONS AND SCHEDULE
A4.0
AGGESSIBILITY
A5.0
SPEGIFIGATIONS
A5.1
SPEGIFIGATIONS GONT.
A5.2
SPEGIFIGATIONS GONT.
MECHANICAL � PLUMBING
MI.O
MEGHANIGAL LEGEND, SCHEDULES � DETAILS
MD I.O
MEGHANIGAL DEMO PLAN
M2.0
MEGHANIGAL FLOOR PLAN
MPI.O
MEGHANIGAL SPEGIFIGATIONS
MP2.0
MEGHANIGAL SPEGIFIGATIONS GONT
PI.O
PLUMBING SCHEDULES, DETAIL5 � NOTES
P2.0
PLUMBING PLAN
ELECTRICAL
EI.O
ELEGTRIGAL LEGEND, SCHEDULES � DETAILS
Q
EI.I
ELEGTRIGAL DETAILS
EI.2
LIGHTING CONTROL DIAGRAMS
ED I.O
DEMOLITION PLAN
E2.0
LIGHTING PLAN
E3.0
POWER PLAN
E4.0
ELEGTRIGAL SPEGIFIGATIONS
E4.1
ELEGTRIGAL SPEGIFIGATIONS GONT.
CONTACTS uBOIDDIAN Dl � BY TIRE ARG O.N�L TAND 15
ARCHITECT
ONYX GREATII(E
25001 EMERY ROAD, SUITE 400
GLEVELAND, OH 44128
CONTACT: STAGEY D'GUINN (see above)
PH: 216-223-3226
E: soguinn�onyxcreative.com
TENANT REPRESENTATIVE
GBRE RETAIL PROJECT MANAGEMENT
GLEVELAND, OH
CONTACT: JIM WITT
PH: 216-�55-4480
E: �im.witt�cbre.com
MECHANICAL ENGINEER
BLUE STREAK CONSULTING
25001 EMERY ROAD, SUITE 420
GLEVELAND, OH 44128
CONTACT: TONY DISTEFANO
PH: 216-223-3281
E: tdistefano�bluestreak-consulting.com
MUNICIPALITY
CITY OF EDMONDS, WA
BUILDING DIVISION
121 5TH AVE N
EDMONDS, WA g8020
PH: 425-'i'i5-2525
REQUIRED VENDOR
ARCHITECTURAL CEILINGS
ARM5TRONG GEILING5
DEBORAH PIGKENS
PH: 480-bay-�1053
E: dlpicicens®armstrongceilings.com
OFFICE DOOR SIGNS
www.oPP�eslguompany.com
ROUND ROOM NUMBER SIGNS - ADA BRAILLE
4� DIAMETER
MILLWORK
THE LEIDEN CABINET COMPANY, LLG (2385
ED150N BLVD, TWIN5BUR6, OH 4408i)
MARK WHITTAKER -
MWHITTAKERoLEIDENGOMPANY.GOM -
�Z�R�71•�=.
FLOORING
5HAW CONTRACT
TAMMY JAGKSON AT THE LIFESTANCE
GU5TOMER SERVICE HOTLINE:
PH: 844-i52-�429
E: I If estance®shave Inc.com
WALL BASE
TARKETT
REFERENCE NPN#bOq-I'12
DEFERRED SUBMITTALS
SEPERATE � DEFERRED SUBMITTALS FOR THIS PROJECT INCLUDE:
• FIRE ALARM DRAWINGS
• FIRE SPRINKLER DRAWING5
ELECTRICAL ENGINEER
BLUE STREAK CONSULTING
25001 EMERY ROAD, SUITE 420
GLEVELAND, OH 44128
CONTACT: TONY DISTEFANO
PH: 216-223-3281
E: tdistefano®bluestreak-consulting.com
LIGHT FIXTURES /DIMMERS
MARS ELECTRIC SUPPLY
CONTACT: PHIL HARRELL
PH: 216-470-35g2
E: pharrell®mars-electric.com
ACCENT LIGHTING
RBW
E: sales®rbw.com
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DeslQn and conatructlon documents as
hatrumama of aervbsa are ghron h tbntldence
and romein the property of Onyx Croative. The
use at this deagn and these oonatruotlon
doaurenta for purpaea oriror then the apedfb
project oared bereft k iVbUy prali6Ned without
e:�reased written aareent ai atyx Creative.
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Project No. 18915
Drarm By: CK
Date Issue
OBM8�2021 Bid - Pem�lt
8/28j2021 Q1 Revision 1
RESUB
Sep 28 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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COVER SHEET
EXIT WIDTH CALCULATIONS
EMERGENCY LUMINAIRE SCHEDULE
TYPE
LAMP
WATTAGE
VOLTAGE
DRIVER
DESCRIPTION
CATALOG NUMBER
SELF CONTAINED UNIVERSAL MOUNT LED EXIT SIGN WITH DUAL
LITHONIA
HEADS, WHITE THERMOPLASTIC HOUSING, QUANTITY OF FACES AND
LHQM—LED—R—SD
XI
LED
3
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DIRECTIONAL ARROWS A5 SHOWN ON PLANS, SELF DIAGNOSTICS
SELF CONTAINED UNIVERSAL MOUNT LED EXIT SIGN, WHITE
LITHONIA
THERMOPLASTIC HOUSING, QUANTITY OF FACES AND DIRECTIONAL
LQM-5-W-3-120/2'i'i-ELN-SD
X2
LED
2
UNV
—
ARROWS A5 SHOWN ON PLANS, SELF DIAGNOSTICS
SELF CONTAINED WALL MOUNTED EMERGENCY LIGHTING UNIT WITH
LITHONIA
DUAL HEADS, WHITE THERMOPLASTIC HOUSING, SELF DIAGN05TIG5
ELM2L—UVOLT—SORT
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EXIT NO.
EXIT SIZE
CLEAR WIDTH
REQ. Wlm+i
FACTOR
CAPACITY PROVIDED
170 LOAD CAPACITY
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34"
0.20"
I'10 LOAD CAPACITY
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34"
0.20"
170 LOAD CAPACITY
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OCCUPANCY LOAD CALCULATIONS
SUITE NAME AREA (SF) U� GLAE:GIF. SF/ OGGJPANT TOTAL
G / D OFFICE /SUPPORT 3606 5Q. FT. BUSINESS SEE GODS SUMMARY
OCCUPANCY NOTES:
I: TOTAL SQUARE FOOTAGE IS LINKED TO THE GROSS AREA OF THE TENANT
SPACE FOR OCCUPANCY GROUP B - BUSINESS.
GENERAL NOTES
I . ANY AND ALL POINTS OF EGRESS WITHIN THE SPACE ARE TO NOT
EXCEED THE VALUES OF TRAVEL DISTANCE REQUIRED BY GORE:
300'—O" MAX FOR OCCUPANCY GROUP B, FULLY—SPRINKLERED
2. INSTALL FIRE EXTINGUISHERS IN CABINETS A5 DIRECTED ON AI.O.
FIRE EXTINGUISHERS TO BE TYPE ABC, ID POUNDS, WITH 2 DEVICES
MINIMUM. FINAL QUANTITY AND LOCATIONS TO BE COORDINATED IN
FIELD W/ FIRE MARSHALL AND GBRE PROJECT MANAGER. REFER
AI.O FOR CONTENT.
3. REFER TO GORE SUMMARY ON COVER SHEET FOR ADDITIONAL
INFORMATION
— — —
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LIFE SAFETY PLAN
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Ute properly of Onyx Crativs. Ths
ua f thls deslpn end these oonstruotbn
documents for pmpoess other then the epsal�s
protect r,en,ed herett Y etllClly prollblted eiNhart
expressed vrritten consent o} Omrx Croative.
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CITY OF EDMONDS
DEVELOPMENT SERVICES
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DEMOLITION CODED NOTES
REMOVE EXISTING LLS, DOORS, SIDELIGHTS, FRAMES, INTERIOR GLAZING,
I MILLWORK, AND GUBI LES SHOWN DOTTED THROUGHOUT SPAGE.
OEXISTING WALLS TO REMAIN. G.G. TO VERIFY CONDITION OF WALL � REPORT ANY
DAMAGES TO GBRE PROJECT MANAGER. PREPARE SURFACES FOR NEW FINISHES.
OREMOVE EXISTING FLOORING THROUGHOUT SPAGE.
OSHADING I ND I GATES ADJACENT COMMON AREA AND TENANT SPACES TO REMAIN. NO
NEW WORK TO OGGUR IN THIS LOCATION.
OEXISTING STRUCTURAL ELEMENTS, BUILDING ENVELOPE, AND DEMISING WALL TD
REMAIN. PREP TO RECEIVE NEW FINISHES.
OEXISTING DOOR TO REMAIN. REFER SHEET AI.O FOR HARDWARE NOTES.
OREMOVE EXISTING GYPSUM BOARD FROM TENANT SIDE OF DEMISING WALL AT
DIMENSIONED AREAS. REMOVE EXISTING INSULATION � PREP FOR NEW INSULATION.
REFER TO WALL SECTION EX - A3.1.
OCLOSE AND LOCK EXISTING DOOR. FURR OUT INTERIOR WALL.
DEMOLITION GENERAL NOTES
A. G.G. TO VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO BID AND
NOTIFY ARCHITECT OF ANY INGONSISTENGIES.
B. G.G. TO REMOVE AND PROPERLY DISPOSE OF ALL ELEMENTS TO BE DEMOLISHED.
G. G.G. TO REMOVE ANY EXISTING BURGLAR ALARM SYSTEM � ASSOCIATED DEVICES.
D. G.G. TO REMOVE ANY EXISTING ELEGTRIGAL SYSTEMS, THERMOSTATS, SMOKE
DETECTORS, AND DATA CABLING THROUGHOUT SPAGE. REFER EDI.O FOR CONTENT.
E. FIRE ALARM SYSTEMS TO REMAIN ACTIVE � TO BE PROTECTED DURING
CONSTRUCTION. IF, FOR ANY REASON, THE ALARM SYSTEM IS TO BE DISABLED
DURING CONSTRUCTION, THE LOCAL FIRE DEPARTMENT MUST BE NOTIFIED.
ADDITIONALLY, TEMPORARY EVACUATION OF THE BUILDING OR A FIRE WATCH MAY
BE REQUIRED PER 2015 IFG QOI."I.
F. EXISTING SPRINKLER SYSTEM TO REMAIN OPERATIONAL. MODIFY HEADS A5
REQUIRED TO MAINTAIN COVERAGE
G. G.G. TO PROTECT AND PRESERVE EXISTING BLINDS /WINDOW TREATMENTS �
POCKETS DURING CONSTRUCTION. GLEAN � COORDINATE 5TORAGE LOCATION WITH
GBRE PROJECT MANAGER.
G.G. TO COORDINATE WITH LANDLORD ON ANY MATERIALS
THEY WISH TO SAVE FROM THE SPAGE PRIOR TO DEMOLITION.
THESE ITEMS ARE TO BE PRESERVED IN A LOCATION OF THE
LANDLORDS DESIGNATION.
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proles n■tbd heroYt Y atrietltr serrates wnhan
expressed vrritten coraertt of Onyx Oreative.
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CITY OF EDMONDS
DEVELOPMENT SERVICES
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FLOOR PLAN
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DEMOLITION CODED NOTES
OREMOVE ALL CEILING GRIDS, HEADERS, LAY -IN TILES, LIGHTING, DIFFUSERS, GRILLES,
AND EXHAUST FANS SHOWN DOTTED THROUGHOUT SPAGE.
OREMOVE AND DISPOSE OF EXISTING EMERGENCY FIXTURES THROUGHOUT SPAGE I N
PREPARATION FOR NEW EMERGENCY FIXTURES. REFER EDI.O FOR GONT.
ONOT USED
OSHADING INDICATES ADJACENT COMMON AREA AND TENANT SPACES TO REMAIN. NO
NEW WORK TO OGGUR IN TH15 LOCATION.
DEMOLITION GENERAL NOTES
A. G.G. TO VERIFY ALL CONDITIONS AND DIMEN510N5 IN FIELD PRIOR TO BID AND
NOTIFY ARCHITECT OF ANY INGONSISTENGIES.
B. G.G. TO REMOVE AND PROPERLY D15P05E OF ALL ELEMENTS TO BE DEMOLISHED.
G. G.G. TO REMOVE ANY EXISTING BURGLAR ALARM 5Y5TEM � A550GIATED DEVICES.
D. G.G. TO REMOVE ANY EXISTING ELEGTRIGAL SYSTEMS, THERMOSTATS, SMOKE
DETECTORS, AND DATA CABLING THROUGHOUT SPAGE. REFER EDI.O FOR CONTENT.
E. OFFER ANY ITEMS BEING REMOVED DURING DEMOLITION TO LANDLORD PRIOR TO
D15P05AL.
F. FIRE ALARM 5Y5TEM5 TO REMAIN AGTI1/E � TO BE PROTECTED DURING
CONSTRUCTION. IF, FOR ANY REA50N, THE ALARM 5Y5TEM 15 TO BE DISABLED
DURING CONSTRUCTION, THE LOCAL FIRE DEPARTMENT MUST BE NOTIFIED.
ADDITIONALLY, TEMPORARY EVACUATION OF THE BUILDING OR A FIRE WATCH MAY
BE REQUIRED PER 2015 IFG 401.'i.
6. EXISTING SPRINKLER 5Y5TEM TO REMAIN OPERATIONAL. MODIFY HEADS A5
REQUIRED TO MAINTAIN COVERAGE
G.G. TO COORDINATE WITH LANDLORD ON ANY MATERIALS
THEY WISH TO SAVE FROM THE SPAGE PRIOR TO DEMOLITION.
THESE ITEMS ARE TO BE PRESERVED IN A LOCATION OF THE
LANDLORDS DESIGNATION.
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PIED MONT PLUG
CONTACT:
RITZ INTERIORS
8125 ODESSA PLACE
DOUGLASVILLE, GA 30134
andu�rftzinteriors.net
678.310.Ob71 b78.878.0404
FABRIC LAYER PAGING AWAY
FROM MULLION
EXISTING STOREFRONT GLAZING
AND FRAMING
GONT. BEAD ACOUSTICAL
SEALANT. BOTH 51 DE5 OF WALL
� SILL. LOCATION VARIES
GONT. 3-I/2"xl-I/2" PREP. 0.050" METAL
w/ HEMMED EDGE � MASTIC FULL HEIGHT
OF STOREFRONT (TYP. OF BOTH SIDES)
COLOR: WHITE
3-5/8" METAL STUD FRAMING
� Ib" O.G. REFER DETAIL
B/A3.1
ROGKWOOL "SAFE'N'SOUND"
INSULATION, REFER DETAIL B/A3.1
5/8" GYP. BD. (TYP. OF BOTH SIDES)
PARTITION WALL
1 DETAIL @STOREFRONT
1-1/2" � 1'-0"
EXISTING STOREFRONT
SYSTEM TO REMAIN.
PIEDMONT PLUG
CONTACT:
RITZ INTERIORS
8125 ODE55A PLACE
DOUGLASV I LLE, GA 30134
andu®rftzinteriors.net
b78.310.0671 b'I8.8'i8.0404
SILL. (LOCATION VARIES)
"SAFE'N'SOUND" INSULATION,
REFER DETAIL B/A3.1
3-5/8" METAL STUD FRAMING
® Ib" O.G. REFER DETAIL
B/A3.1
5/8" GYPSUM BOARD. RETURN
TO EXISTING MULLION.
PARTITION WALL !STOREFRONT
2 PLAN DETAIL
N.T.S.
FLOOR PLAN CODED NOTES
O REFER TO WALL SECTIONS ON A3.1 FOR ADDITIONAL DETAILS. GROSS REFERENCE
— WALL TAG TO PARTITION TYPE.
OG.G. TO VERIFY EXISTING WALL INSULATION � REPORT TO GBRE PROJECT MANAGER.
2 IF NOT PREVIOUSLY INSULATED, G.G. TO INSTALL BLOWN -IN INSULATION FULL HEIGHT
OF WALL. INSULATE ABOVE GEILING 24" ON BOTH SIDES OF WALL FOR SOUND. SEE
WALL TYPE EX / A3.1 FOR DETAILS.
OREMOVE GYPSUM BOARD, REPLACE INSULATION WITH NEW 3" THERMAFIBER SAFE
3 MINERAL WOOL INSULATION FROM FLOOR TO 12" ABOVE GEILING AND REINSTALL NEW
5/8" GYPSUM BOARD. TAPE, MUD, SAND AND FINISH.
OSHADING INDICATES SHARED COMMON AREA AND ADJACENT TENANT SPAGE. NO NEW
WORK TO BE DONE IN THIS AREA.
OEAGH RESTROOM TO HAVE ONE ADA COMPLIANT "RESTROOM" SIGN. SIGN TO BE
5 BLAGK WITH WHITE TEXT. REFER RESTROOM MOUNTING DETAIL D ON SHEET A3.2 FOR
ADDITIONAL DETAILS.
ODOOR FRAME TO ACCEPT ELECTRIC STRIKE FOR ACCESS CONTROL SYSTEM (BY
TENANT). REFER ELEGTRIGAL DRAWINGS FOR CONTENT.
OPROVIDE SEMI -RECESSED CABINET AT FIRE EXTINGUISHER LOCATION. MOUNT
CABINETS AT 24" AFF TO BOTTOM OF CABINET. PURGHASE FOR EAGH CABINET, (xl)
MPIO (IOIb) TYPE ABG EXTINGUISHER AND PLACE IN CABINET. CABINET TO BE
LARSENS VERTICAL DUO WITH CLEAR ACRYLIC AL240a-R4 MPIO CAPACITY,
SEMI -RECESSED 3.5" WITH I-I/2" SQUARE TRIM. PURGHASE AND INSTALL ONE SIGN
TYPE PTD-182 PER MANUFACTURERS INSTRUCTIONS. REFER A5.3 SECTION 10 4400
FOR ADDITIONAL STANDARDS.
PROVIDE SURFACE MOUNTED CABINET AT FIRE EXTINGUISHER LOCATION. MOUNT
�•I CABINETS AT 24" AFF TO BOTTOM OF CABINET. PURGHASE FOR EAGH CABINET, (xl)
MPIO (IOIb) TYPE ABG EXTINGUISHER AND PLACE IN CABINET. CABINET TO BE
LARSENS VERTICAL DUO WITH CLEAR ACRYLIC AL240a-SM SURFACE MOUNTED.
PURGHASE AND INSTALL ONE SIGN TYPE PTD-182 PER MANUFACTURERS INSTRUCTIONS.
REFER A5.2 SECTION 10 4400 FOR DETAILS.
OEAGH OFFICE TO HAVE ONE SIGN PER ROOM. G.G. TO PURGHASE DOOR SIGNS FOR
EAGH OFFICE DOOR FROM FROM WWW.OFFIGESIGNGOMPANY.GOM; ROUND ROOM NUMBER
SIGNS -ADA BRAILLE 4" DIAMETER, BLACK (OPAQUE) WITH WHITE TEXT, FONT: FUTURA
MOUNTING OPTION: DOUBLE SIDED THIN TAPE. VERIFY NUMBER W/ GBRE PROJECT
MANAGER. G.G. TO MOUNT EAGH SIGN ON LATCH SIDE OF DOOR AT 63" AFF TO TOP
OF SIGN W/ EQUAL SPAGE BETWEEN DOOR FRAME AND EDGE OF SIGN. IF AVAILABLE
SPAGE 15 I NSUFF I G I ENT, GOORD I NATE LOGATI ON I N FIELD W/ GBRE PROJECT
MANAGER. REFER ELEV A ON A3.2 FOR DETAILS.
OEAGH STAFF ROOM TO HAVE ONE "STAFF ONLY" SIGN. G.G. TO PURGHASE SIGNS FOR
q EAGH STAFF ROOM FROM WWW.OFFIGESIGNGOMPANY.GOM; ROUND ROOM NUMBER SIGNS -
ADA BRAILLE 4" DIAMETER, BLACK (OPAQUE) WITH WHITE TEXT, FONT: FUTURA
MOUNTING OPTION: DOUBLE SIDED THIN TAPE. SIGN TO READ "STAFF ONLY" ON LINE ONE
WITH NO TEXT ON LINE TWO. G.G. TO MOUNT EAGH SIGN ON LATCH SIDE OF DOOR AT
b3" AFF TO TOP OF SIGN W/ EQUAL BETWEEN DOOR FRAME AND EDGE OF SIGN. IF
AVAILABLE SPAGE I S I NSUFF I G I ENT, GOORD I HATE LOGATI ON I N FIELD W/ GBRE
PROJECT MANAGER. REFER ELEV A ON A3.2 FOR DETAILS.
10 NOT USED
II INSTALL CONTINUOUS I-I/2" X I-I/2" CLEAR STAINED WHITE OAK WOOD TRIM ®7'-2"
THROUGH -OUT HALLWAYS, TYP. REFER TO ELEVATION #/A3.0
12 NEW RECEPTION DESK COUNTER IN RECEPTION AREA. PURGHASE FROM MILLWORK
VENDOR AND INSTALL AT LOCATION SHOWN ON PLAN. REFER DETAILS ON A3.1 FOR
CONTENT.
13 INSTALL NEW SLIDING WINDOW HARDWARE AT RECEPTION DESK COUNTER.
14 NEW MILLWORK AND SINK IN BREAK ROOM. REFER A3.0 FOR CONTENT.
15 NEW HOSPITALITY COUNTER. REFER TO A3.0 FOR CONTENT.
OG.G. TO PURGHASE � INSTALL HI-LO WATER COOLER. SEE PLUMBING DRAWINGS FOR
Ib ADDITIONAL DETAILS. REFER TO A4.0 FOR MOUNTING INFORMATION.
OI NF I LL OPENING WITH METAL STUDS ,INSULATION AND FINISHES TO MATCH ADJACENT
17 BUILDING STANDARD.
GENERAL NOTES
A. G.G. TO VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO BID AND
NOTIFY ARCHITECT OF ANY INGONSISTENGIES.
8. G.G. TO VERIFY INSULATION CONTENT OF EXTERIOR WALLS AND GEILING CAVITY.
WHERE NOT ADEQUATE G.G. TO PROVIDE NEW INSULATION TO MEET ALL LOCAL
GORES AND ORDINANCES.
G. GG TO PATCH AND REPAIR GYPSUM BOARD TO LEVEL 5 FINISH IN ALL AREAS
AFFECTED BY DEMOLITION. SKIM GOAT IN AREAS WHERE WHERE EXISTING
FINISHES LEAVE RESIDUE .
E. DOOR ROUGH OPENING ARE 2" FROM ADJACENT WALLS UNLESS OTHERWISE NOTED.
AND TO ROUGH OPENING WHEN DIMENSIONED.
BID �4LTERN,4TE5:
I. IF INSULATION DOES NOT EXIST TO FULL HEIGHT OF DEMISING WALLS THROUGHOUT
SPAGE, G.G. TO INSTALL BLOW-IN INSULATION TO FULL HEIGHT OF ALL EXISTING
WALLS FOR SOUND.
FLOOR PLAN
Ds onatructlon documents as
.ertrtcaa rs ate+ ti cantldettes
����
ua t thla daalpn and thsaa oonatruotton
doeunsnts for ptepoaea other that dta epeeinc
vrolea n.ned heroYt k aa�roaa Tout
axprssaed vrritten coraertt of Onyx Oreative.
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Sep 28 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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AFFIX FRAMING TO BOTTOM OF
EXISTING STRUCTURE OR
SUSPEND FROM STRUCTURAL
DECKING ABOVE.
3-5/8" FRAMING ®Ib" O.G. TYP.
INSTALL GEILING A5 SHOWN ON
AI.I.
WRAP FRAMING WITH 5/8"
GYPSUM BOARD ON EXTERIOR
RECESSED DOWN -CITE.
COORDINATE WITH ELECTRICAL.
RECEPTION WALL - CONSTRUCT
AS NOTED ON AI.O.
WAITING ROOM SOFFIT
A SECTION DETAIL
1" - 1'-0"
AFFIX FRAMING TO BOTTOM OF
EXISTING STRUCTURE OR
SUSPEND FROM STRUCTURAL
DECKING ABOVE.
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INSTALL GEILING A5 SHOWN ON
AI.I.
WRAP FRAMING WITH 5/8"
GYPSUM BOARD ON EXTERIOR
RECESSED DOWN -CITE.
COORDINATE WITH ELECTRICAL.
RECEPTION WALL - CONSTRUCT
AS NOTED ON AI.O.
HOSPITALITY STATION SOFFIT
B SECTION DETAIL
1" - 1'-0"
CEILING PLAN CODED NOTES
OPROYIDE AND INSTALL NEW LAY -IN GEILING AT EXISTING GEILING HEIGHT. (+/-'1'-II"
AFF). REFER MATERIAL SCHEDULE ON A3.2 FOR DETAILS.
OPROY I DE AND INSTALL NEW LAY- I N L I THON I A LED FIXTURES. REFER ELEG. DRAWINGS
FOR CONTENT.
OINSTALL WRAPPED GYPSUM BOARD SOFFIT 2" BELOW GEILING LINE. FRAME INTO
ADJAGENT WALLS. PAINT P-6 (C.EILINtS WHITE)
OSHADING I ND I GATES COMMON AREA AND ADJAGENT TENANT SPACE. NO NEW WORK
TO BE DONE IN THIS LOCATION.
OPROVIDE AND INSTALL NEW EMERGENCY COMBO FIXTURES AS REQUIRED I N WHITE,
TYP. REFER ELEG. DRAWINGS FOR GONT.
OGYPSUM BOARD SOFFIT AT '1'�I" A.F.F W/ RECESSED GAN LIGHTS. PAINT P-6
OSUPPLY DIFFUSER. REFER TO MEGHANIGAL DRAWINGS
ORETURN GRILLE. REFER TO MEGHANIGAL DRAWINGS
OHOSPITALITY SOFFIT TO BE FULL WIDTH TO MATCH COUNTER DEPTH. REFER TO A3.0
10 NOT USED
II NOT USED
12 OPEN TO ABOVE. LIGHTING TO BE WALL MOUNTED ABOVE DOOR. REFER TO
ELECTRICAL FOR FURTHER INFORMATION.
I3 GYPSUM BOARD GEILING AT 7'-I I " AFF PAINT P-6.
— � � I
I I I �
GENERAL NOTES
A. G.G. TO VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO BID AND
NOTIFY ARCHITECT OF ANY INGONSISTENGIES.
B. G.G. TO VERIFY INSULATION CONTENT OF EXTERIOR WALLS AND GEILING CAVITY.
WHERE NOT ADEQUATE G.G. TO PROVIDE NEW INSULATION TO MEET ALL LOCAL
CODES AND ORD I NANGES.
G. G.G. TO PROTECT AND PRESERVE EXISTING WINDOW TREATMENTS, SHADES, ETC.
STORE AWAY ON SITE DURING CONSTRUCTION 1 NOTIFY GBRE PROJECT MANAGER
OF STORAGE LOCATION UPON COMPLETION OF CONSTRUCTION.
D. GG RESPONSIBLE TO CONTRACT DIRECTLY WITH THE SPRINKLER/ FIRE ALARM
DESIGNER FOR THE DESIGN, PERMITTING AND CONSTRUCTION OF THE SPRINKLER/
FIRE ALARM SYSTEM.
CEILING PLAN
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ua prepsrty of onyx creeu,rs. Ths
ua f thle deslpn and thsee oonstruotlon
downside for pwposess odisr thef the "pedllc
prefect r�n�ed hence is stdetly prol�lted whtwut
expressed written carnent of Onyx tareative.
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Sep 28 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Ai.i
CEILING PLAN
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GENERAL NOTES
MATERIAL LEGEND
A. G.G. TO VERIFY ALL CONDITIONS AND P-I
DIMENSIONS IN FIELD PRIOR TO BID CEILING CAVITY
AND NOTIFY ARCH I TEGT OF ANY
INGONSISTENGIES. LOCATION: REFER A / A2.0
COLOR: REFER TO A3.2
B. REFER TO MATERIAL SCHEDULE AND
ROOM FINISH SCHEDULE ON A3.2 FOR P-2
GONGS [52] CENTERED ABOVE ROOM 51 GN. FIN 15H DETA I L5 AND. FIELD WALL PAINT
REFER TO ELECTRICAL LOCATION: REFER A / A2.0
DRAWINGS FOR ADDITIONAL G. PAINT ALL WALLS P-2 UNLESS NOTED COLOR: REFER TO A3.2
� � INFORMATION. OTHERWISE. -
�� GL D. ALL WALLS TO RECEIVE VINYL BASE. P-3
�--�---�,��' REFER TO A3.2 FOR ADDITIONAL AGGENT WALL PAINT
INFORMATION. - LOCATION: DESK � WAITING �
,.� '� BREAK PER A2.0
�f�,`' � �,, -I/2" x I-I/2" WOOD PURCHASE FROM E. EXISTING AND NEW GYPSUM BOARD: COLOR: REFER TO A3.2
MILLWORK VENDOR AND INSTALLED BY FINISH GYPSUM BOARD IN r-----ti
� � � � G.G. ACCORDANCE WITH LEVELS DEFINED � � P-4
IN ASTM G840, AS FOLLOWS: � ' AGGENT WALL PAINT
� �� A I NT DOOR FRAME P-5 I . LEVEL 5: WALLS AND GE I L I NGS � - - - - - a LOGATI ON: HALL PER A2.0
�' 2. LEVEL 2: IN UTILITY AREAS, COLOR: REFER TO A3.2
-I BEHIND CABINETRY, AND ON
0 � BACKING BOARD TO RECEIVE TILE � � P_5
� FINISH.
� � 5. LEVEL I: WALL AREAS ABOVE AGGENT WALL PAINT
A- � k FIN 15HED GE I L I NGS, WHETHER OR � � LOGATI ON: I N51 DE OF ARCHES, DOOR
HITS OAK VENEER PANELS, NOT ACCESSIBLE IN THE FRAMES, ABOVE DOOR PLAQUE,
'y � PURCHASE FROM MILLWORK COMPLETED CONSTRUCTION. ACCENTS
�'� VENDOR AND INSTALL BY GG COLOR: REFER TO A3.2
� � (I/2"x3")
%� P-6
� ' ' � CEILING SOFFIT
LL BASE AS LOCATION: AI.I
� -- ' °��-' SCHEDULED COLOR: REFER TO A3.2
FINISHES @COUNSELING OFFICE
A INTERIOR ELEVATION �'-I
LAMINATE WALL PANEL
1/2" - 1'-0" REFER TO ELEV. A / A2.0
— � � �
LVT-I
LAMINATE VINYL TILE
COLOR: REFER TO A3.2
WOOD -LIKE INSTALLATION.
MIN. 6" OVERLAP OF TILES.
%i-i-i-
iiiiiiii 5DT-I
i � i � i � i � STATIC DISSIPATIVE TILE
i-i-i-i
�-�-�-�- COLOR: REFER TO A3.2
0
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FINISH PLAN
1/4" - 1'-�"
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Ds onstructlon documents as
services are � ti eentidenes
tta property of Onyx Croativa Ths
ua f thla deslpn and rheas oonatruotlon
downerds for pwpossas other tlisf dre apednc
prefect r�ned hentir Is strictly protbltad whiwut
expressed written carnent of Onyx Creative.
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Protect No. 18915
Drawn By: dC
Date Issue
08%18�2021 Bid - PenNt
RESUB
Sep 28 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
III 1i11' 11 �
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GG TO PURGHASE FROM
MILLWORK VENDOR
AND INSTALL
2X4 FRAMING ®b" O.G.
W/ "WHITE OAK" LAMINATE
VENEER. MOUNT ®45°
2X4 FRAMING W1
"WHITE OAK" LAMINATE
VENEER
2X4 FRAMING � b" O.G.
ELEVATION
W/ "WHITE DAK" LAMINATE
D� _
����
VENEER. MOUNT ®45°
4" 61
2X4 FRAMING W/
"WHITE OAK" LAMINATE
PLAN
VENEER
NEW METAL STUD ENCLOSURE
G
WALL
TYPE DETAIL
SCALE: 1/2"
- 1'-0"
ENLARGED
B RECEPTION PLAN
SCALE: 1/2' • 1'-0"
EQ EQ EQ EQ
5�� b,-O„ 5��
E
3.0/A3.
ENLARGED
A HOSPITALITY COUNTER PLAN
SCALE: 1/2" - 1'-0"
b'-O"
CLEAR FIN15H OPENING
10" x 3/4" FLOATING
WOOD SHELF, FULL
WIDTH OF ALCOVE.
I �� EQ EQ EQ EQ I ��
N �
.�
t
cv
GABINETS W/ PULLS ON
ALL DOORS
ENLARGED
E � HOSPITALITY COUNTER ELEVATION
SCALE: 1/2" • 1'-0"
GONGE [52] CENTERED IN WOOD PANELING.
q �� 2 �� BOTTOM OF P I XTURE � 80" AFF. REPER TO
ELEGTRIGAL DRAWINGS FOR ADDITIONAL
INFORMATION.
HALLWAY DOOR
7 ELEVATION DETAIL
SCALE: 1/2" - 1'-0"
I-I/2" OVERLAP OF
GUEST 51DE SLIDING GLA55 PANELS
GRL 51LVER SHOWCASE 2'-O" 4'-3" 2'-O" GRL SILVER SHOWCASE
STICK ON FINGER PULL
i
SLIDER
FIXED SLIDER
SLIDE
SLIDE
STICK ON FINGER PULL
i�iiii�e�ii�
GRL SATIN CHROME KEYED
GRL SATIN CHROME KEYED GRL SATIN ANODIZED ALIKE SLIDING DOOR LOCK
ALIKE SLIDING DOOR LOCK DELUXE TRACK A55EMBLY:
(U D603 LOWER CHANNEL �
(2) D601 INSERT RAILS
PLAN DETAIL
5 GLAZING @RECEPTION
SCALE: 1/2" - 1'-0'
CONGEAL PLUMBING
WITHIN WALL.
3'-8" 2'-5"
B
AS.O
a'-lo"
3'-O" 2'-5"
ENLARGED
C BREAKROOM PLAN
SCALE: 1/2" • 1'-0'
2'-O"
2'-O"
S/AS.D
N
1
cm
'-3�—nn
RECEPTION DESK
AGGESSIBLE SECTION
SECTION DETAIL
4 RECEPTION MILLWORK
SCALE: 1/2' 1'-0"
N
MILLWORK VENDOR, � 3�_O��
INSTALLED BY GG
ENLARGED
D RECEPTION ELEVATION
SCALE: 1/2' . 1'-0'
I-I/2" G CHANNEL PIGGY -BACK.
WRAP 5/8" GYPSUM BOARD TO
12" ABOVE CEILING. SECURE
SLIDING RECEPTION WINDOW
HARDWARE TO BOTTOM OF
STUB -OUT
GRL SATIN ANODIZED DELUXE
m
TRACK ASSEMBLY: (I) D613
DEEP UPPER CHANNEL �
(12) D652 TOP GUIDES.
(3) GLA55 PANELS -MIDDLE
SECTION FIXED SIDE PANELS
OPERABLE SLIDING. SURFACE
MOUNTED AT TOP,
COORDINATE OPENING DIR. IN
FIELD W/ TENANT AND GBRE
5
PROJECT MANAGER.
A9.0
�U��i' � I ��
�M��®Y�� � ��
a'-10"
2'-5" 3'-O"
1/AS.O 2/A3.0
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ry
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:= =
I
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G.G. TO FURNISH
AND INSTALL
SAMSUNG
R522t52015R
MICROWAVE
3'-O"
GRL SATIN ANODIZED
DELUXE TRACK A55EMBLY:
(U D610 SHOE EXTRU510N
� (12) D650 NYLON WHEELS
L— RECEPTION DESK BY
MILLWORK VENDOR
0
SECTION DETAIL
6 RECEPTION MILLWORK
SCALE: 1" . 1'-0"
2'-5" 3'-8"
1/AS.O
PL-I GABINETS W/ 3-I/2"
RIGHELIEU CONTEMPORARY
METAL PULL (5632) -MATTE
I � � _ _ _ BLAGK
� PL-2
UNDER-GABINET
I STORAGE SHELF
ELAY FAUCET
(LKAV3O21MB)
I PL-3 LAMINATE
I COUNTER 8 BAGK5PLA5H.
I ELKAY QUARTZ DROP -IN
I SINK (ELGRI3322)
PL-I GABINETS W/ 3-I/2"
' RIGHELIEU CONTEMPORARY
"`�� -�� � = — _ I . METAL PULL (5632) -MATTE
BLAGK
PL-2 GABINETS W/ 3-I/2"
RIGHELIEU CONTEMPORARY
�_ I METAL PULL (5632) -MATTE
VINYL BASE G.G. TO PURGHASE AND BLAGK
AT ALL BASE INSTALL 5AM5UNG
GABINET5, TYP. R522T52015R NOTE: GABINET INTERIORS
REFRIGERATOR. TO BE WHITE LAMINATE.
ENLARGED
B BREAKROOM ELEVATION
SCALE: 1/2" • 1'-0"
MILLWORK &INTERIOR ELEMENTS
THE LEIDEN GABINET COMPANY, LLG
2385 ED150N BLVD
TWINSBURG OH 44087
CONTACT: MARK WHITTAKER
E: MWHITTAKER�LEIDENGOMPANY.GOM
PH: 234-804-8155
MILLWORK FURNISHED BY TENANT. GG
RE5PON51BLE TO RECEIVE AND INSTALL:
RECEPTION DESK, BEVERAGE COUNTER,
OAK WOOD TRIMS, OAK SLAT WALLS, BLUE
DOOR TOPPERS, AND BREAKROOM
GABINETS
NEW SINGLE SINK AND
FAUCET, REFER PLUMBING
DWGS FOR ADDITIONAL
INFORMATION
LAMINATE COUNTERTOP PL-3
ON 25" x I I/2" PART BD TOP,
APRON, AND BAGKSPLASH ON
2x4 FRAME
FIXED PANEL
PL-I
ADA COMPLIANT
SINK BASE GABINET
PROVIDE INSULATION AT ALL
SUPPLY AND DRAIN LINES -�
OPEN TO FLOOR FOR WHEEL CHAIR
ACCESS WHEN DOORS ARE OPEN -
DOORS WITH INTEGRAL TOE KICK
�t
ADJUSTABLE FULL DEPTH
SHELF. PL-4
PL-2 GABINETS W/
3 I/2" 5ATIN CHROME WIRE
PULL ON ALL DOORS AND
DRAWERS
PLASTIG LAMINATE PL-3
ON 4" x 3/4" PARTIGLE BOARD
BAGK5PLA5Ff
PLASTIG LAMINATE PL-3
ON 2'-O" x 3/4" PARTIGLE BOARD TOP
DRAWER PL-3
ADJUSTABLE FULL DEPTH
SHELF PL-4
ADA COMPLIANT PL-I GABINETS
W/ 3 I/2" SATIN CHROME WIRE PULL ON
ALL DOORS AND DRAWE
VINYL BASE �-I
AT ALL BASE GABINETS
.�
2'-O"
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3/4" °
oL o
I' -I I"
SECTION DETAIL
2 BREAKROOM MILLWORK
SCALE: 1-1/2" • 1'-0"
NOTE: PURGHASE FROM MILLWORK VENDOR
I'-O"
0 0
0 0
0 0
0 0
0 0
2'-O"
0 0
0 0
0 0
a o
0 0
0 0
a o
0 0
0 0
0 0
3/4�" °
oL o
3/4"
I' -I I"
SECTION DETAIL
1 BREAKROOM MILLWORK
SCALE: 1-1/2" . 1'-0"
O
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Ds onatructlon documents as
sertrlcas aro � to canpdettes
the praparty of Onyx Croetiva Ths
ua t thla daalpn and these oonatruotton
doeunsnts for ptepoaea other that dte epaidllc
proles n■tbd heroYt Y atrietltr serrates wnhan
expressed vrritten coraertt of Onyx Creative.
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•
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Project No. 1l�15
Dravm By: qC
Date Issue
08(19�2021 Bid - Pemdt
RESUB
Sep 28 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A 3.0
ENLARGED PLANS S
INTERIOR ELEVATIONS
N
AFFIX FRAMING TO
-;;;;;;
; ;;;; BOTTOM OF EXISTING
STRUCTURE OR SUSPEND
I
I FROM STRUCTURAL
DEGKING ABOVE.
3-5/8" FRAMING ®I6"
O.G. TYP.
I
I INSTALL SUSPENDED
I
I w GEILING AT HEIGHT
n% SHOWN ON AI.I.
- — —
---
Q
__ ___
->
WRAP FRAMING WITH
_ _ _ _ =
5/8" GYPSUM BOARD
- - - - -
GE55ED DOWN-L I TE.
COORDINATE WITH
-
ELEGTRIGAL.
-5 PAINT ON
2'-C�'
UNDERSIDE OF SOFFIT
C
t
G.G. TO PURCHASE
MILLWORK FROM
NATIONAL VENDOR.
RECEIVE AND INSTALL
FRAMING DETAIL
4 HOSPITALITY COUNTER ARCH
SCALE: 1/2" • 1'-0"
3
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I6" O.G. 8" O.G.
-5/8
GONNI
OV
ALGO
3'-I" 3
�
cn
SUPI
O
IMP°
�
5TL A
O
�t
/8" C
FRAM
-5/8
WALL
6'-D"
CLEAR FINISHED OPENING
20GA � 8" O.G., WHERE
`.GTING TO CURVED FRAMING.
IDE BUILT-UP HEADER, SPANNING
�.
VIDE ADDITIONAL TRACK
'ORT FOR BUILT-UP HEADER.
ON STRONG TIE RL150 20GA
NGLE, OR EQUAL.
GYPSUM BOARD ENCLOSURE ON
NG. TYP.
20GA ®I6" O.G. FRAMING PER
TYPE SHOWN ON AI.O.
FRAMING DETAIL
3 � HOSPITALITY COUNTER ARCH
SCALE: 1/2" • 1'-0"
,,0
Q�
EQ EQ EQ EQ
� �
�
� �
�
�
�
�
RB-I
6'-O"
GYPSUM BOARD ARCH.
WIDTH TO MATCH
COUNTER
10" x 3/4" FLOATING
WOOD SHELF, FULL
WIDTH OF ALCOVE.
CABINETS W/ PULLS ON
ALL DOORS
r
iv
GLEAR FINISH OPENING
ENLARGED ELEVATION
E HOSPITALITY COUNTER ELEVATION
SCALE: 1/2" 1'-0"
GENERAL WALL A55EM�LY NOTES:
NOTIFY GBRE PROJECT MANAGER IF ANY WALL CANNOT BE
TAKEN TO SPECIFIED HEIGHT.
STRUCTURAL DEGKING,
TYP.
UNDERSIDE OF
—
STRUCTURE
VERIFY EXISTING DEMISING
WALL EXTENDS TO DECK,
TMP' WALL HEIGH__T___�- .
SOUND GATT. GLNG +I'-O" MIN. -
MIN. 24" NOTIFY GBRE IF LE55 �
____-__-___ GEILING HEIGHT
REFER AI.I
R-13 SOUND ATTENUATION GATT
ON TENANT SIDE OF WALL, MIN.
24" FROM WALL.
2x2 LAY -IN ACOUSTICAL
GEILING, AGT-I
EX. GYP. BD. TO REMAIN, UNO
ON DI.O. REPLACE EXISTING AS
REQUIRED W/ 5/8" GYP.BD.
FINI5H A5 SCHEDULED.
EX MTL 5TL STUD SYSTEM
TO REMAIN
zd
z �
G.G. TO VERIFY GATT
�u z
INSUL. FULL HEIGHT OF
WALL. IF NOT PREVIOUSLY
z �
INSULATED. PROVIDE
v �
ua
QUOTE TO GBRE PROJECT
� v
Q
MANAGER FOR BLOWN -IN
�
�
INSULATION.
d
z
4 7/8"
EXISTING DEMISING
EX WALL TYPE DETAIL
SCALE: 1/2" 1'-0'
DI
AB.I
-�
SOUND BAIT. I I SOUND BAIT
D2
A3.1
8" O.G.
-5
GOT
RC
OPE
t
c�
SIM
5TL
O
-
t
�t
n
�
N
FRf
-5
WAl
81-OII ,I`
GLEAR FINISHED OPENING
FRAMING DETAIL
2 RECEPTION ARCH
SCALE: i/2" • 1'-0'
B'-o"
MILLWORK VENDOR, RE EPTION WINDOWS.
INSTALLED BY GG GE TER PANEL FIXED
3'-O"
ENLARGED
D � RECEPTION WINDOW ELEVATION
— STRUCTURAL DEGKING,
TYP.
— UNDER51 DE OF
STRUCTURE
— SECURE FULL HEIGHT
STUDS TO EX STRUCTURE.
— SOUND INSULATING GATT. TO
EXTEND 24" MINIMUM, BOTH
SIDES OF WALL.
GEILING HEIGHT
REFER AI.I
— 2x2 LAY -IN ACOUSTICAL
GEILING, AGT-I; REFER TO
AI.I FOR GONT.
— PROVIDE METAL TRACK
GEILING LEVEL FOR SMOKE
CONTAINMENT, TYP.
— 3 5/8" 20 GA. MIN. 5TL
STUDS SYSTEM SECURED
TO EX. STRUCTURE
3-5/8" 20 GA. MIN. 5TL STUD
SYSTBM ®I6" O.G. MAX.
5/8" GYP BD TAPED W/ 2
GOATS JOINT COMPOUND.
SANDING NOT REQUIRED ABOVE
GEILING.
NEW 3" THERMAFIBER
SAFB MINERAL WOOL
INSULATION
GONT. RUNNER ANCHORED
TO FLOOR SLAB
NEW METAL STUD
B WALL TYPE DETAIL
SCALE: 1/2" • 1'-0"
SCALE: 1/2" • 1'-0"
l8" 20GA ®8" O.G., WHERE
1NEGTING TO CURVED FRAMING.
>VIDE BUILT-UP HEADER, SPANNING
`.NING.
'SON STRONG TIE RL150 20GA
ANGLE, OR EQUAL.
' GYPSUM BOARD ENCLOSURE ON
�MING. TYP.
�8" 20GA � I6" O.G. FRAMING PER
.L TYPE SHOWN ON AI.O.
ROOF DEGKING, TYP.
UNDERSIDE O�
STRUCTURE
362TI50-54 TOP TRACK
SOUND BA UND GATT.
ALL WALLS
Q MIN.24" MIN.24"
-- --- �
GEILING HEIGHT
�
REFER TO AI.I
PROVIDE ALTERNATING 5TL
STUD ANGLE BRACING BACK
TO STRUCTURE ®48" O.G. —
SOUND INSULATING GATT. TO
EXTEND 24" MINIMUM, BOTH
SIDES OF WALL.
2x2 LAY -IN ACOUSTICAL
GEILING, AGT-I; REFER TO
AI.I FOR GONT.
PROVIDE METAL TRACK
GEILING LEVEL FOR
SMOKE CONTAINMENT, TYP.
3-5/8" 20 GA. MIN. STL STUD
SYSTEM ®I6" O.G. MAX.
5/8" GYP BD TAPED W/ 2
GOATS DRYWALL COMPOUND.
SANDING NOT REQUIRED ABOVE
GEILING.
NEW 3" THERMAFIBER
SAFB MINERAL WOOL
INSULATION
POWERS FASTENERS TRAK-IT G5.,
STRAIGHT, SMOOTH E5R-3275
NEW METAL STUD (ALTERNATE)
B WALL TYPE DETAIL
SCALE: 1/2" • 1'-0"
DI
AB.I
-�►
/ —
I SouND BAIT
TYPICAL OFFICE ELEVATION
TYPICAL RECEPTION DESK ELEVATION
ENLARGED
F TYPICAL LIGHTING ELEVATIONS
SCALE: 1/2" - 1'-0"
STRUCTURAL DEGKING,
TYP.
UNDERSIDE OF �
U� IDE OF
STRUCTURE
STRUCTURE
SECURE FULL HEIGHT
STUDS TO EX STRUCTURE.
SOUND INSULATING GATT. TO
EXTEND 24 MINIMUM, BOTH
SIDES OF WALL.
G� HEIGHT
REFER AI.I
GEILING HEIGHT
REFER AI.I
2x2 LAY -IN ACOUSTICAL
GEILING, AGT-I; REFER TO
AI.I FOR GONT.
PROVIDE METAL TRACK �
GEILING LEVEL FOR
SMOKE CONTAINMENT, TYP.
3 5/8" 20 GA. MIN. 5TL
STUDS SYSTEM SECURED
TO EX. STRUCTURE
3-5/8" 20 GA. MIN. STL STUD
SYSTEM � I6" O.G. MAX.
5/8" GYP BD TAPED W/ 2
GOATS JOINT COMPOUND.
SANDING NOT REQUIRED ABOVE
GEILING.
NEW 3" THERMAFIBER
SAFB MINERAL WOOL
INSULATION
GONT. RUNNER ANCHORED
TO FLOOR SLAB
NEW METAL STUD ENCLOSURE
B1 WALL TYPE DETAIL
SCALE: 1/2" • 1'-0"
E(� E(�
TYPICAL HUDDLE/PHONE ROOM ELEVATION
TYPICAL PHONE ROOM ELEVATION
NON -RATED HORIZONTAL
ASSEMBLY
ADD 14 GA. PLATE FOR WALL
PARALLEL TO DEGK RIBS
LONG -LEG SLOTTED DEFLECTION
TRACK ANCHORED TO ROOF DEGK.
SECURE STUDS (THRU SLOTS) TO
5LOTTED TOP TRACK.
� PROVIDE I I/2" GOLD
ROLLED CHANNEL WITHIN
12" OF DEFLECTION
TRACK
TYPICAL DEFLECTION CLIP AT TOP OF WALL
D1 DETAIL
�'
�� INSTALL SMOKE CONTAINMENT AT
GEILING LINE - TYP.
a
�Y ��
FULL WIDTH SOUND GATT INSULATION
(TYP.) MTL. STUDS ®I6" o.c. OR AS
SCHEDULED (TYP.)
GYP. BD. EACH FACE OF WALL GONT. MTL. RUNNER TRACK
MECHANICALLY FASTENED TO GONG.
FASTENED A5 SCHEDULED (TYP.) SLAB. (TYPJ
GONG. FLOOR SLAB (TYP.J
TYPICAL RUNNER TRACK
D2 DETAIL
D I ROOF DEGKING, TYP.
A3 I ACOUSTICAL SEALANT,
TYP.
LONG LEG DEFLECTION
TRACK SECURED TO ROOF UNDERSIDE OF
DEGKING, TYP. �TURE
/ GYP BD TAPED W/ 2 GOATS
DRYWALL COMPOUND. SANDING
NOT REQUIRED ABOVE GEILING.
___--_____ G� HEIGHT
REFER AI.I
NEW 2x2 LAY -IN
ACOUSTICAL GEILING, AGT-I
PROVIDE METAL TRACK
GEILING LEVEL FOR
SMOKE CONTAINMENT, TYP.
PROVIDE ANGLE BRACING
BACK TO ROOF STRUCTURE
� 48" O.G. � WHERE NEEDED.
:.c.
' �.�;
►�
. , ��
.,�
�;I
;�•�
• ►�
�:
�:I
• �� t►
,•:
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t;
5/8" GYP. BD. TYP.
FINI5H A5 SCHEDULED.
3-5/8" 20 GA. MIN. STL STUD
SYSTEM ®Ib" O.G. MAX.
D2 �yy 3" THERMAFIBER
�43.1 SAFB MINERAL WOOL
INSULATION
GONT. RUNNER ANCHORED
TO S.O.G.
I' 4 7/8"
NEW DEMISING
D WALL TYPE DETAIL
SCALE: 1/2" 1'-0"
D I ROOF DEGKING, TYP.
AB.I ACOUSTICAL SEALANT,
TYP.
D2
A3.1
� LONG LEG DEFLECTION
TRACK SECURED TO ROOF
DEGKING, TYP.
/ GYP BD TAPED W/ 2 GOATS
DRYWALL COMPOUND. SANDING
NOT REQUIRED ABOVE GEILING.
NEW 2x2 LAY -IN
ACOUSTICAL GEILING, AGT-I
PROVIDE METAL TRACK
GEILING LEVEL FOR
SMOKE CONTAINMENT, TYP.
REMOVE EXISTING
� Q
INSULATION AND
z �
Q
INSTALL NEW 3"
�u
�
THERMAFIBER SAFE
z
�
MINERAL WOOL
z
z
INSULATION FULL
p
�
HEIGHT OF WALL
Q IY
d0
NEW 5/8" GYP. BD. TYP.
FINISH AS SCHEDULED.
EXISTING GYP. BD. TYP.
EXISTING 5TL STUD SYSTEM
GONT. RUNNER ANCHORED
TO 5.0.G.
EXISTING DEMISING W/ NEW GYP
D1 WALL TYPE DETAIL
SCALE: 1/2" • 1'-0"
Ds onstructlon documents as
services sro even to cenfldenes
the property of Onyx Crestiva Ths
ua t thls daslpn and these oonstruotton
docunents for purposes ocher tltsf drs epedllc
project need hereYt ie strictly proi�hed rritlaut
expressed vrritten coraent of Onyx Creative.
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,.
•
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Project No. 1t�15
Drawn By: qC
Date Issue
osits�l2o21 Bid - Pemdt
RESUB
Sep 28 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
I� I ul���,,ll
�.I�i'.
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WALL TYPES, SIGNAGE
3
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DOOR &FRAME SCHEDULE
DOOR
DOORS
FRAMES
LOCATION
NO.
TYPE
DESCRIPTION
SIZE
FINISH
TYPE
FINISH
FIRE RATING
HARDWARE SET
COMMENTS
001
SUITE ENTRANCE
EX -A
EXISTING
3�_O�� X-��_O��
BUILDING
EX -A
BUILDING
_
6.0
STANDARD
STANDARD
002
EMPLOYEE ENTRANCE
EX-B
EXISTING w/ WHITE
� � I II
3 -O X � -O
BUILDING
EX -A
BUILDING
_
5.0
REFINISH DOOR TO BUILDING STANDARD
LAMINATED LITE
STANDARD
STANDARD
003
EMPLOYEE ENTRANCE
EX-G
EXISTING
3'-O" X 7'-O"
BUILDING
EX -A
BUILDING
_
5.0
REFINISH DOOR TO BUILDING STANDARD
STANDARD
STANDARD
101
COUNSELING OFFICE I
B
SOLID GORE w/ WHITE
3'-O" X 7'-O"
GLEAR
A
P-5
-
I.I
----
LAMINATED FULL LITE
102
COUNSELING OFFICE 2
B
SOLID GORE w/ WHITE
3'-O" X 7'-O"
GLEAR
A
P-5
-
I.I
----
LAMINATED FULL LITE
103
COUNSELING OFFICE 3
B
SOLID GORE w/ WHITE
3'-O" X �'-O"
GLEAR
A
P-5
-
I.I
----
LAMINATED FULL LITE
104
COUNSELING OFFICE 4
B
SOLID GORE w/ WHITE
3'-O" X 7'-O"
GLEAR
A
P-5
-
I.I
----
LAMINATED FULL LITE
105
COUNSELING OFFICE 5
B
SOLID GORE w/ WHITE
3'-O" X 7'-O"
GLEAR
A
P-5
-
I.I
----
LAMINATED FULL LITE
IOb
TELEHEALTH ROOM b
B
SOLID GORE w/ WHITE
3'-O" X 7'-O"
GLEAR
A
P-5
-
1.2
____
LAMINATED FULL LITE
107
COUNSELING OFFICE 7
B
SOLID GORE w/ WHITE
3'-O" X �'-O"
GLEAR
A
P-5
-
I.I
----
LAMINATED FULL LITE
108
GROUP COUNSELING
B
SOLID GORE w/ WHITE
3'-O" X 7'-O"
GLEAR
A
P-5
-
I.I
----
OFFICE 8
LAMINATED FULL LITE
IOq
COUNSELING OFFICE q
B
SOLID GORE w/ WHITE
3'-O" X 7'-O"
GLEAR
A
P-5
-
I.I
----
LAMINATED FULL LITE
I10
COUNSELING OFFICE IO
B
SOLID GORE w/ WHITE
3'-O" X 7'-O"
GLEAR
A
P-5
-
I.I
----
LAMINATED FULL LITE
III
COUNSELING OFFICE II
B
SOLID GORE w/ WHITE
3'-O" X �'-O"
CLEAR
A
P-5
-
I.I
----
LAMINATED FULL LITE
112
COUNSELING OFFICE 12
B
SOLID GORE w/ WHITE
3'-O" X 7'-O"
CLEAR
A
P-5
-
I.I
----
LAMINATED FULL LITE
113
COUNSELING OFFICE 13
B
SOLID GORE w/ WHITE
3'-O" X 7'-O"
GLEAR
A
P-5
-
I.I
----
LAMINATED FULL LITE
201
MEGHANIGAL ROOM
EX-D
EXISTING DOUBLE
b'-O" X 'i'-O"
P-2
EX-B
P-2
-
O.O
REFINISH DOOR TO LIKE NEW CONDITION
301
BREAKROOM
B
SOLID GORE w/ WHITE
g�_O�� X-��_O��
CLEAR
A
P-5
-
3.0
---
LAMINATED FULL LITE
401
TELECOM ROOM
A
SOLID GORE WOOD
3'-O" X 7'-O"
GLEAR
A
P-5
-
?.O
UNDERCUT DOOR I", PER MEGHANIGAL PLANS.
501
WAITING ROOM
G
SOLID GORE w/ GLEAR
3'-O" X 7'-O"
GLEAR
A
P-5
-
2.0
----
GLA55 FULL LITE
601
RECEPTION
A
SOLID GORE WOOD
3'-O" X 7'-O"
GLEAR
A
P-5
-
1.3
----
'f01
RESTROOM
A
SOLID GORE WOOD
3'-O" X 7'-O"
GLEAR
A
P-5
-
4.0
UNDERCUT DOOR I", PER MEGHANIGAL PLANS.
702
RESTRDOM
A
SOLID GORE WOOD
3'-O" X 7'-O"
GLEAR
A
P-5
-
4.0
UNDERCUT DOOR I", PER MEGHANIGAL PLANS.
801
CLOSET
A
SOLID GORE WOOD
3'-O" X 7'-O"
GLEAR
A
P-5
-
8.0
----
HARDWARE
SET O.O -EXISTING TO REMAIN
- G.G. TO VERIFY CORRECT OPERATION OF ALL EXISTING HARDWARE. REPAIR OR REPLACE A5 NECESSARY
TO ENSURE PROPER OPERATION.
SET I.O -STANDARD
- I I/2 PAIR BUTT HINGES: HALER BB1168 (ANSI 156.1, A811)
- LEVER LOGKSET: SGHLAGE AL70PD (CLASSROOM LOCK) W/ DEADLATGH. BOARDWALK LEVER, COLOR
622 (MATTE BLACK). KEYED TO MASTER KEY AND KEYED SEPERATELY, KEYWAY TO MATCH BUILDING
5TANDARD.
- GOAT HOOK: BOBRIGK 8-682 ON INSIDE OF DOOR. COORDINATE LOCATION W/ GBRE PROJECT MANAGER
IN FIELD. NO SUBSTITUTIONS.
- WALL DODR STOP: IVES W540"IGGV U526D (ANSI A156.16/BHMA L12101)
- BOTTOM SEAL: REEGE 430A AUTOMATIC DOOR BOTTOM SEAL. NO SUBSTITUTIONS.
5ET I.I -COUNSELING OFFICES
- ALL HARDWARE A5 INCLUDED IN 5ET I.O
- ROOM SIGN: EACH OFFICE TO HAVE ONE SIGN PER ROOM. G.G. TO PURCHASE DOOR SIGNS FOR EACH
OFFICE DOOR FROM FROM WWW.OFFIGESIGNGOMPANY.GOM; ROUND ROOM NUMBER SIGNS -ADA BRAILLE
4" DIAMETER, BLACK (OPAQUE) WITH WHITE TEXT, FONT: FUTURAMOUNTING OPTION: DOUBLE SIDED THIN
TAPE. VERIFY NUMBER W/ GBRE PROJECT MANAGER. G.G. TO MOUNT EACH SIGN ON LATCH SIDE OF DOOR
AT 63" AFF TO TOP OF SIGN W/ EQUAL SPACE BETWEEN DOOR FRAME AND EDGE OF SIGN. IF AVAILABLE
SPACE 15 INSUFFICIENT, COORDINATE LOCATION IN FIELD W/ GBRE PROJECT MANAGER. REFER ELEV A ON
A3.2 FOR DETAILS.
5ET 1.2 -PHONE ROOM
- I I/2 PAIR BUTT HINGES: HALER BBI I68 (ANSI 156.1, A81 U
- LEVER LOGKSET: SGHLAGE AL50PD (ENTRANCE/OFFICE LOCK) W/ DEADLATGH. BOARDWALK LEVER,
COLOR 622 (MATTE BLACK). KEYED TO MASTER KEY. KEYWAY TO MATCH BUILDING STANDARD.
- WALL DOOR STOP: IYES W5407GGV U526D (ANSI A15b.lb/BHMA L12101)
- BOTTOM SEAL: REEGE 430A AUTOMATIC DOOR BOTTOM SEAL. NO 5UB5TITUTIONS.
- ROOM SIGN: EACH OFFICE TO HAVE ONE SIGN PER ROOM. G.G. TO PURCHASE DOOR SIGNS FOR EACH
OFFICE DOOR FROM FROM WWW.OFFIGE5IGNGOMPANY.GOM; ROUND ROOM NUMBER SIGNS -ADA BRAILLE
4" DIAMETER, BLACK (OPAQUE) WITH WHITE TEXT, FONT: FUTURAMOUNTING OPTION: DOUBLE SIDED THIN
TAPE. VERIFY NUMBER W/ GBRE PROJECT MANAGER. G.G. TO MOUNT EACH SIGN ON LATCH SIDE OF DOOR
AT 63" AFF TO TOP OF SIGN W/ EQUAL SPACE BETWEEN DOOR FRAME AND EDGE OF SIGN. IF AVAILABLE
SPACE 15 INSUFFICIENT, COORDINATE LOCATION IN FIELD W/ GBRE PROJECT MANAGER. REFER ELEV A ON
A3.2FOR DETAILS.
5ET 1.3 -RECEPTION
- ALL HARDWARE A5 INCLUDED IN 5ET I.O
- ROOM SIGN: EACH STAFF ROOM TO HAVE ONE "STAFF ONLY" SIGN. G.G. TO PURCHASE SIGNS FOR
EAGHSTAFF ROOM FROM WWW.OFFIGESIGNGOMPANY.GOM; ROUND ROOM NUMBER SIGNS -ADA BRAILLE 4"
DIAMETER, BLACK (OPAQUE) WITH WHITE TEXT, FONT: FUTURAMOUNTING OPTION: DOUBLE SIDED THIN TAPE.
SIGN TO READ "STAFF ONLY" ON LINE ONE WITH NO TEXT ON LINE TWO. G.G. TO MOUNT EACH 51GN ON
LATCH SIDE OF DOOR AT 63" AFF TO TOP OF SIGN W/ EQUAL BETWEEN DOOR FRAME AND EDGE OF SIGN.
IF AVAILABLE SPACE 15 INSUFFICIENT, COORDINATE LOCATION IN FIELD W/ GBRE PROJECT MANAGER.
REFER ELEV A ON A3.2 FOR DETAILS.
5ET 2.0 -WAITING AREAS
- I I/2 PAIR BUTT HINGES: HALER BBII68 (ANSI 156.1, A811)
- LEVER LOGKSET: SGHLAGE ALSOPD (STOREROOM FUNCTION) . BOARDWALK LEVER, COLOR 622 (MATTE
BLACK). STOREROOM FUNCTION ALSOPD. MASTER KEYED, KEYWAY TO MATCH BUILDING STANDARD.
- DOOR CLOSER: LGN 1450 SERIES (PARALLEL ARM), GLR ANODIZED. (ANSI 156.4, GRADE U
- WALL DOOR STOP: IVES W5407GGV U526D (AN51 A156.16/BHMA L1210U
- DDOR FRAME TO ACCEPT ELECTRIC STRIKE FOR ACCESS CONTROL SYSTEM (BY TENANT); PROVIDE 3/4"
ELEGTRIGAL CONDUIT ON STRIKE SIDE OF FRAME FROM 42" AFF STUBBED INTO GEILING SPACE, REMOVE
DUST BOX.
DOOR &FRAME NOTES
SET 3.0 -BREAK ROOM
- I I/2 PAIR BUTT HINGES: HALER BBI168 (ANSI 156.1, A811)
- LEVER LATGHSET: SGHLAGE AL105 (PA55AGE LATCH) W/ SPRINGLATGH. BOARDWALK LEVER, COLOR 622
(MATTE BLACK) WALL DOOR STOP: IVES W5407GGV US26D (AN51156.16/BHMA L12101)
- ROOM SIGN: EACH STAFF ROOM TO HAVE ONE "STAFF ONLY" 51GN. G.G. TO PURCHASE SIGNS FOR EACH
STAFF ROOM FROM WWW.OFFIGESIGNGOMPANY.GOM; ROUND ROOM NUMBER SIGNS -ADA BRAILLE 4"
DIAMETER, BLACK (OPAQUE) WITH WHITE TEXT, FONT: FUTURAMOUNTING OPTION: DOUBLE SIDED THIN TAPE.
SIGN TO READ "STAFF ONLY" ON LINE ONE WITH NO TEXT ON LINE TWO. G.G. TO MOUNT EACH SIGN ON
LATCH SIDE OF DOOR AT 63" AFF TO TOP OF SIGN W/ EQUAL BETWEEN DOOR FRAME AND EDGE OF SIGN.
IF AVAILABLE SPACE IS INSUFFICIENT, COORDINATE LOCATION IN FIELD W/ GBRE PROJECT MANAGER.
REFER ELEV A ON A3.3 FOR DETAILS.
5ET 4.0 - SINGLE RESTROOM
- HINGES: I I/2 PAIR BUTT HINGES: HALER BB1168 (ANSI 156.1, A81 U
- LEVER LATGHSET: SGHLAGE AL105 (PA55AGE LATCH) W/ SPRING LATCH. BOARDWALK LEVER, COLOR 622
(MATTE BLACK)
- DEADBOLT: SGHLAGE 8571 (ONE-SIDED DEADBOLT W/ OCCUPANCY INDICATOR). COLOR 622 (MATTE
BLACK)
- DOOR CLOSER: LGN 1450 SERIES (PARALLEL ARM), MATTE BLACK. (ANSI 156.4, GRADE I)
- WALL DOOR STOP: IVES W5406/40-IGGV-U526D (ANSI A156.16/BHMA L12101)
- ADA COMPLIANT RESTROOM 51GNAGE: COORDINATE W/ GBRE PROJECT MANAGER
5ET 5.0 -EMPLOYEE ENTRANCE DOOR
- HINGES: VERIFY OPERABILITY OF EXISTING AND REPORT STATUS TO GBRE PROJECT MANAGER.
- LEVER LOGKSET: MODIFY TO STOREROOM FUNCTION. KEY TO BUILDINGS STANDARD AND TENANTS
MASTER KEY.
- DOOR CLOSER: VERIFY OPERABILITY OF EXISTING AND REPORT STATUS TO GBRE PROJECT MANAGER.
- WALL DOOR STOP: IVES W5407GGV U526D (AN51156.16/BHMA L12101)
5ET 6.0 -FRONT ENTRANCE
- HINGES: VERIFY OPERABILITY OF EXISTING AND REPORT STATUS TO GBRE PROJECT MANAGER.
- PUSH/PULL: BUILDING STANDARD
- THUMB -TURN: KEY TO TENANTS MASTER KEY
- DOOR CLOSER: VERIFY OPERABILITY OF EXISTING AND REPORT STATUS TO GBRE PROJECT MANAGER.
- WALL DOOR STOP: IVES W5407GGV U526D (AN51156.16/BHMA L12101)
SET 7.0 -STAFF ROOMS
- I I/2 PAIR BUTT HINGES: HALER BBI168 (ANSI 156.1, A811)
- LEVER LOGKSET: SGHLAGE AL80PD (STOREROOM LOCK) W/ DEADLATGH AND CONVENTIONAL b-PIN
CYLINDER. BOARDWALK LEVER, COLOR b22 (MATTE BLACK). KEYED SEPARATELY AND MASTER KEYED,
KEYWAY TO MATCH BUILDING STANDARD.
- DOOR CLOSER: LGN 1450 SERIES (PARALLEL ARM), MATTE BLACK. (ANSI 156.4, GRADE I)
- WALL DOOR STOP: IVES W5407GGV U526D (AN51156.16/BHMA L12101)
5ET 8.0 -MAIL/COPY/CLOSET
- I I/2 PAIR BUTT HINGES: HALER BBI168 (ANSI 156.1, A811)
- LEVER LOGKSET: SGHLAGE AL70PD (CLASSROOM LOCK) W/ DEADLATGH. BOARDWALK LEVER, COLOR
622 (MATTE BLACK). KEYED TO MASTER KEY AND KEYED SEPARATELY, KEYWAY TO MATCH BUILDING
STANDARD.
- DOOR CLOSER: LGN 1450 SERIES (PARALLEL ARM), MATTE BLACK. (ANSI 156.4, GRADE U
- WALL DOOR STOP: IVES W540'IGGV U526D (AN51156.I6BHMA L12101)
GENER,�L NOTES: H�RDW,atRE NOTES:
G.G. TO INSPECT ALL EX. HARDWARE AND SYSTEMS FOR DEFECTS, DAMAGE AND OPERABILITY. IF ANY ITEMS ALL HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE
OR ELEMENTS ARE FOUND TO BE INSUFFICIENT G.G. SHALL REPAIR OR REPLACE A5 NECESSARY TO ENSURE A SHAPE THAT 15 EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR
COMPLETE OPERABILITY OF SYSTEM. TWISTING TO OPERATE.
G.G. TO FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING OF HARDWARE AND DOOR SYSTEMS. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED FIVE (5) POUNDS, PUSH ff PULL.
SOLID GORE RIFT GUT WHITE OAK WOOD DOORS GLEAR FACTORY FINISH PER PLANS. FRAMES TO BE KEYWAY OF ALL DOORS TO MATCH EXISTING BUILDING STANDARD KEYWAY. IF NO BUILDING STANDARD
KNOCK -DOWN HOLLOW METAL FRAMES, FACTORY PRIMED. ALL DOOR MATERIALS, FINISHES AND STYLES ETC. EXISTS, COORDINATE W/ GBRE PROJECT MANAGER FOR PROPER KEYING OF GORES PRIOR TO INSTALLATION.
ARE TO BE COORDINATED W/ GBRE PROJECT MANAGER PRIOR TO CONSTRUCTION.
GG TO PROVIDE 10 MASTER KEYS AND 2 DEDICATED KEYS FOR EACH OFFICE.
DOOR TYPES
� \
.\
EXISTING SINGLE EXISTING SINGLE
DOOR AT ENTRANCE DOOR AT EXIT
.\
.\
.\
/'
EXISTING SINGLE
DOOR AT EXIT
%
\
%
\
%
\
\
/,
\
/,
\
/.
EXISTING DOUBLE
DOOR
0
.\
.\
.\
/'
t
0
SINGLE SOLID GORE
RIFT GUT WHITE OAK
i o 0
I _I _I
1- 1-
i i
i i
0 0
SINGLE SOLID GORE SINGLE SOLID GORE
RIFT GUT WHITE OAK W/ RIFT GUT WHITE OAK W/
WHITE LAMINATED FULL GLEAR GLASS FULL LITE
LITE
FRAME TYPES
MATERIAL SCHEDULE
MATERIAL
SYMBOL
DESCRIPTION
NUMBER
COLOR
MANUFACTURER
PAINT
P-I
EGGSHELL
5W7007
GEILING BRITE
WHITE
SHERWIN WILLIAMS
HALLWAY ABOVE WOOD TRIM
P-2
EGGSHELL
5W6183
GONS��RgVY TIVE
SHERWIN WILLIAMS
HALLWAY BELOW WOOD TRIM/ NOOKS
P-3
EGGSHELL
SWi750
OLYMPIG
RANGE
SHERWIN WILLIAMS
AGGENT WALLS IN HALLWAY, DESK WALLS IN OFFICES � GROUP ROOMS
EGGSHELL W/ EPDXY
SW'1'750
OLYMPIG
RANGE
SHERWIN WILLIAMS
WET WALLS IN BREAK ROOM 8 RESTROOMS
P-4
EGGSHELL
SW6206
OYSTER BAY
SHERWIN WILLIAMS
HALLWAY BELOW WOOD TRIM/ NOOKS/ AGGENT WALLS
P-5
EGGSHELL
SW6531
INDIGO
SHERWIN WILLIAMS
INSIDE OF ARCHES � AGGENT WALLS
CASHMERE PEARL
SW6531
INDIGO
SHERWIN WILLIAMS
DOOR FRAMES � SEMI -CIRCLE PLYWOOD ABOVE OFFICE DOORS
P-6
FLAT WHITE FOR GEILINGS
SHERWIN WILLIAMS
GEILINGS AND SOFFITS
ACOUSTIC GEILING TILE
,4GT-I
ULTIMA TEGULAR GLNG TILE W/ q/Ib"
SUPERFINE WHITE GRID- 24"X24"
Igl2
WHITE
ARMSTRONG
CENTER GRID IN ROOM UNLE55 NOTED OTHERWISE ON GLNG PLAN AI.I.
PURCHASE FROM REQUIRED VENDOR.
ULTIMA TEGULAR GLNG TILE W/ q/Ib"
SUPERFINE WHITE GRID- 24"X48"
IglS
WHITE
ARMSTRONG
CENTER GRID IN ROOM UNLE55 NOTED OTHERWISE ON GLNG PLAN AI.I
PURCHASE FROM REQUIRED VENDOR.
ULTIMA TEGULAR GLNG TILE W/ q/Ib"
SUPERFINE WHITE GRID- 6 "X48"
1423
WHITE
ARMSTRONG
CENTER GRID IN ROOM UNLE55 NOTED OTHERWISE ON GLNG PLAN AI.I
PURCHASE FROM REQUIRED VENDOR.
LUXURY VINYL TILE
LVT-I
GORBON LVT
VY213
HEAVENLY MIST
#26140
SHAW
PURCHASE FROM REQUIRED VENDOR.
STATIC DISSIPATIVE TILE
SDT-I
5DT
51g50
MARBLE BEIGE
ARMSTRONG
12" x 12"
WALL BASE
RB-I
MANDALAY COLLECTION
24
GREY HAZE WG
TARKETT
4-I/2" AT WALLS, 3" AT MILLWORK.
PURCHASE FROM REQUIRED VENDOR.
TRANSITION STRIP
RB-3
0
GTA-XX-D
20
CHARCOAL
TARKETT
SIZED TO ACCOMMODATE ADJACENT FLOORING. PURCHASE FROM
REQUIRED VENDOR
LAMINATE
PL-I
MATTE FINISH LAMINATE
534q-58
FOSSIL
FORMICA
PL-2
WOOD BRUSH FINISH LAMINATE
8844-WR
AGED ASH
FORMICA
PL-3
LAMINATE
8812
TINTED PAPER
TERRAZZO
FORMICA
PL-4
LAMINATE
WHITE
FORMICA
F I N 15H NOTES:
I. ALL INSTALLATIONS OF MATERIALS ARE TO BE PER MANUFACTURER'S RECOMMENDATIONS AND SPEGIFIGATIONS. CONTACT
ARCHITECT, GBRE PROJECT MANAGER, AND PRODUCT MANUFACTURER FOR APPROVAL BEFORE DEVIATING FROM
SPEGIFIGATIONS AND INSTRUCTION.
2. ALL PA I NT � STAI N 15 TO BE SHOP APPLIED, WHERE APPL I GABLE.
2�� 3 -O � 2"
\ / � / \ /
\ /
\� �/
O
X x X I
/\ � � /\ '-
/ \ �� �� /
/ \ / \ /
EXISTING
EXISTING
O
KNOCK -DOWN
HOLLOW METAL
q��
OFFICE SIGNAGE
A INTERIOR ELEVATION
1/2" 1'-0"
�IGNAGE FROM
GGOUNT VENDOR.
3.2 HARDWARE NOTES
ROOM F I N 15H NOTES:
I. REFER TO A2.0 FOR LOCATION OF ALL INTERIOR FINISHES. PROVIDE
A5 SPECIFIED AND PER MANUF. RECOMMENDATIONS 6 SPEGIFIGATIONS.
2. VERIFY FINISH MATERIAL W/ GBRE PROJECT MANAGER PRIOR TO
ORDER AND INSTALLATION. PROVIDE GUTSHEETS FOR ALL FINISH
MATERIALS � HARDWARE.
3. WHERE EXISTING FINISHES ARE TO REMAIN, G.G. TO VERIFY MATERIALS
ARE GLEAN AND IN GOOD CONDITION, AND TO GLEAN, REPAIR, OR
REPLACE AS NECESSARY.
4. REFER TO MILLWORK /CASEWORK DETAILS FOR CABINETRY BASE
FINISHES.
5. REFER TO MATERIAL SCHEDULE FOR CARPET TILE PATTERNS AND
DIRECTIONS.
b. VINYL WALL BASE TO BE INSTALLED ON ALL WALLS. WALL BASE TO BE
TOE STYLE WHERE WALL MEETS HARD SURFACE FLOOR FINISHES 6
TOELESS STYLE WHERE WALL MEETS CARPETED FLODR FINISHES.
REQUIRED VENDORS
ARCHITECTURAL CEILINGS
ARMSTRONG NATIONAL ACCOUNT (GBRE FUSION):
LIFESTANGE HEALTH
FOR PRICING CONTACT:
ARMSTRONG NATIONAL ACCOUNT CUSTOMER
SERVICE - 800-442-4212
LIFESTANGE ACCOUNT CONTACT:
DEBORAH PIGKENS
PH: 480-6q5-g053
E: dlpickens®armstrongceilings.com
OFFICE DOOR SIGNS
www.off Icesigncompany.com
ROUND ROOM NUMBER SIGNS -ADA BRAILLE
4A DIAMETER
BLACK (OPAQUE) WITH WHITE TEXT
FONT: FUTURA
MOUNTING OPTION: DOUBLE SIDED THIN TAPE
TEXT: USE OFFICE NUMBERS (NOT ROOM
NUMBERS), VERIFY WITH GBRE PROJECT
MANAGER
FLOORING
SHAW CONTRACT
PRICING AND GENERAL INFORMATION GAN BE
OBTAINED BY GALLING TAMMY JAGKSON AT
THE LIFESTANGE CUSTOMER SERVICE HOTLINE:
PH: 844-'152-"142q
E: I Ifestance®shave Inc.com
WALL BASE
TARKETT
REFERENCE NPN#bOgi'72 WHEN ORDERING
FOR LIFESTANGE PRICING AND AVAILABILITY
ACCENT LIGHTING
RBw
E: sales�rbw.com
REFERENCE LIFESTANGE FOR D 15000NTED
PRICING AND AVAILABILITY
MILLWORK
THE LEIDEN CABINET COMPANY, LLG
2385 EDISON BLVD
TWINSBURG OH 44087
CONTACT: MARK WHITTAKER
E: MWHITTAKER®LEIDENGOMPANY.GOM
PH: 234-804-8155
MILLWORK FURNISHED BY TENANT. GG
RESPONSIBLE TO RECEIVE AND INSTALL:
RECEPTION DESK, BEVERAGE COUNTER,
OAK WOOD TRIMS, OAK SLAT WALLS, BLUE
DOOR TOPPERS, AND BREAKROOM
CABINETS
Ds onatructlon documents as
sertrlcas rs � In carttldertes
the property of Onyx Creetiva Ths
ua t thla daalpn and thsaa oonatruotton
doeuusrtts for plepoaea other that dte epedllc
project rained heroYt k Mrietly proitibned rritllout
exprssaed vrritten coraertt of Ortyx Creative.
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•
Project No. 1l�15
Drevm By: qC
Dste Issue
osit�l2o21 Bid - Pemdt
RESUB
Sep 28 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
1� i.o!I ir.°I
illl.. I' '.0 1.
��,�,�I�V L�,,�,I �,,����.
DOOR AND MATERIAL
SCHEDULES
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TOILET ROOM ACCESSORIES
TAG
DESCRIPTION
MANUFACTURER #
AO
TOILET PAPER DISPENSER
BOBRIGK 8-2888
$�
AGGE551BLE GRAB BAR,
WATER GL05ET5, SIDE
BOBRIGK B-b806x42
62
YERTIGAL GRAB BAR,
WATER GLOSET, SIDE
BOBRIGK 8-6806x18
O
AGGE551BLE GRAB BAR,
BOBRIGK B-b806x36
WATER GL05ET5, BAGK
O
SOAP DISPENSER
BOBRIGK 8-2111
O
PAPER TOWEL DISPENSER
BOBRIGK B-262
O---
---
O---
---
O
STAINLESS STEEL MIRROR
BOBRIGK 8-165 1830
O---
---
GENEi�AL NOTES:
I. WORK SHALL BE DONE IN AGGORDANGE WITH MANUFACTURER'S
RECOMMENDATIONS AND SPEGIFIGATIONS. COORDINATE WORK WITH
RELATED TRADES.
2. CLEAR DIMENSIONS FROM GL TO GL OF FIXTURES, AND FROM GL OF
FIXTURES TO ADJACENT PARTITIONS OR WALLS ARE CONSIDERED
HOLD DIMENSIONS.
3. PROVIDE GLEAR SEALANT AROUND PERIMENTER OF MIRRORS,
BETWEEN TILE AND FRAME.
4. PROVIDE FRT BLOCKING FOR ALL FIXTURES.
5. ADJUST ACCESSIBLE RESTROOM DDORS TO BE SELF -CLOSING.
b. REFER TO AGGESSIBILITY DETAILS ON SHEET A4.0 FOR
APPROPRIATE MOUNTING DIMENSIONS OF ALL RESTROOM FIXTURES
AND AGGE550RIE5.
P-I �-3 P-I Q-3
b I/2"
3'-b" I'-O" b I/2"
3'-4" 3�_O�� 3�_4��
� 3'-O"
\ �
��\ �/�
�� � I /
O �� � � O 2'-�" I'-�" � I'-o" 2'-0" � % � O
s2 $� s2 //
$' - O
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SECTION 00 7200 -GENERAL CONDITIONS
FORM OF GENERAL CONDITIONS
AIA Document A201, General Conditions of the Contract for Construction, 2007
Edition.
SECTION 01 2000 -PRICE AND PAYMENT PROCEDURES
1.01 SCHEDULE OF VALUES
A. Submit a printed schedule on AIA Form G703 -Application and Certificate for
Payment Continuation Sheet. Contractors standard form or electronic media
printout will be considered.
1.02 APPLICATIONS FOR PROGRESS PAYMENTS -
A. Form: AIA G702 Application and Certificate for Payment and AIA G703
Continuation Sheet including continuation sheets when required.
1.03 MODIFICATION PROCEDURES
A. Contractor may propose a change by submitting a request for change to
Architect, describing the proposed change and its full effect on the Work, with a
statement describing the reason for the change, and the effect on the Contract
Sum and Contract Time with full documentation and a statement describing the
effect on Work by separate or other contractors. Document any requested
substitutions as specified.
1.04 APPLICATION FOR FINAL PAYMENT
A. Prepare Application for Final Payment as specified for progress payments,
identifying total adjusted Contract Sum, previous payments, and sum remaining
due.
B. Application for Final Payment will not be considered until the following have been
accomplished:
1. All closeout procedures specified.
2. Final waivers of lien shall be submitted.
SECTION 01 3000 -ADMINISTRATIVE REQUIREMENTS
1.02 PROJECT COORDINATION
A. Provide for mobilization areas of site; for field offices and sheds, for access,
traffic, and parking facilities. During construction, coordinate use of site and
facilities.
B. Establish procedures for intro -project communications; submittals, reports and
records, schedules, coordination drawings, and recommendations; and resolution
of ambiguities and conflicts.
C. Coordinate the use of temporary utilities and construction facilities.
D. Coordinate field engineering and layout work.
F. Make the submittals to Architect, where required by the Contract Documents,
through the General Contractor.
1. Allow 10 business days for Architect's review.
2.01 PROJECT MEETINGS
A. Schedule and administer meetings throughout progress of the Work.
B. Make arrangements for meetings, prepare agenda with copies for participants,
preside at meetings. Distribute meeting minutes to Owner and Architect.
2.02 CONSTRUCTION PROGRESS SCHEDULE
A. Prepare detailed construction schedule.
2.03 PROGRESS PHOTOGRAPHS
A. Submit photographs with each application for payment, taken not more than 3
days prior to submission of application for payment.
2.04 REQUESTS FOR INFORMATION (RFI)
A. A standard RFI form shall be utilized, and an electronic version of the RFI form
is available from the architect.
B. Response to an RFI is not authorization for a change in Contract Sum or a
change in Contract Time. If either are affected, indicate on the RFI or attached
documentation, and proceed in accordance with provisions of Section 01 2000
for Modification Procedures.
2.05 SUBMITTALS FOR REVIEW
A. When the following are specified in individual sections, submit them for review:
1. Product data, Shop drawings, Samples for selection, Samples for verification.
B. Samples will be reviewed only for aesthetic, color, or finish selection.
2.06 SUBMITTALS FOR INFORMATION
A. When the following are specified in individual sections, submit them for
information:
1. Design data, Certificates, Test reports, Inspection reports, Manufacturer's
instructions, Manufacturer's field reports.
B. Submit for Architect's knowledge as contract administrator or for Owner. No
action will be taken.
2.07 NUMBER OF COPIES OF SUBMITTALS
A. Documents for Review: Submit one copy electronically in.pdf file format.
B. Documents for Information: Submit one copy electronically in.pdf format.
C. Samples: Submit the number specified in individual specification sections, but not
less than 3; one of which will be retained by Architect.
2.08 SUBMITTAL PROCEDURES
A. Transmit electronic submittals via a -mail. Include in the a -mail identification of
the attachments as a submittal for review or for information. Do not include
questions, comments, information or attachments pertaining to other than the
submittal being sent in any submittal a -mail.
1. MAXIMUM 8MB ATTACHMENT SIZE.
2. Scans are to be of suitable resolution so as to be legible in all respects, but
not less than 200 x 200 DPI
3.Information originally in color is to be scanned and submitted in color.
B. Transmit samples and other submittals that cannot be converted to electronic
format with the Contractor's standard transmittal form.
C. The Architect and the architect's consultants will not accept submittals from
subcontractors and suppliers
D. Apply Contractor's stamp, signed or initialed certifying that review, approval,
verification of Products required, field dimensions, adjacent construction Work,
and coordination of information is in accordance with the requirements of the
Work and Contract Documents.
1. Submittals not bearing the contractor's approval will be returned with no
action taken.
E. Make submittals that require field verification or field measurements only when
progress of the work is complete to the point where verification and
measurements can be performed and such information is included on the
submittal.
F. For each submittal for review, allow 10 days for response.
G. Clearly identify variations from Contract Documents on the submittal.
H.Identify Product or system limitations which may be detrimental to successful
performance of the completed Work.
I. When revised for resubmission, identify all changes made since previous
submission.
J. Submittals not requested in the specifications will not be recognized or
processed, and may be returned ar discarded at the Architect's option.
SECTION 01 4000 -QUALITY REQUIREMENTS
1.01 SUBMITTALS
A. Design Data: Submit for project record, for the limited purpose of assessing
conformance with information given and the design concept expressed in the
contract documents.
B. Certificates: When specified in individual specification sections, submit
certification by the manufacturer and Contractor or installation/application
subcontractor to Architect, in quantities specified for Product Data.
1. Indicate material or product conforms to or exceeds specified requirements.
Submit supporting reference data, affidavits, and certifications as appropriate.
2. Certificates may be recent or previous test results on material or product,
but must be acceptable to Architect.
1.02 QUALITY ASSURANCE
A. Testing Agency Qualifications:
1. Prior to start of Work, submit agency name, address, and telephone number,
and names of full time registered Engineer and responsible officer.
2. Submit copy of report of laboratory facilities inspection made by NIST
Construction Materials Reference Laboratory during most recent inspection, with
memorandum of remedies of any deficiencies reported by the inspection.
3. Qualification Statement: Provide documentation showing testing laboratory is
accredited under IAS AC89.
1.03 REFERENCES AND STANDARDS
A. For products and workmanship specified by reference to a document or
documents not included in the Project Manual, also referred to as reference
standards, comply with requirements of the standard, except when more rigid
requirements are specified or are required by applicable codes.
B. Conform to reference standard of date of issue current on date of Contract
Documents, except where a specific date is established by applicable code.
C.Obtain copies of standards where required by product specification sections.
D. Maintain copy at project site during submittals, planning, and progress of the
specific work, until Substantial Completion.
E. Should specified reference standards conflict with Contract Documents, request
clarification from Architect before proceeding.
F. Neither the contractual relationships, duties, or responsibilities of the parties in
Contract nor those of Architect shall be altered from the Contract Documents
by mention or inference otherwise in any reference document.
1.06 TESTING AND INSPECTION AGENCIES AND SERVICES
A. Owner will employ services of an independent testing agency to perform certain
code required special testing and inspection.
B. Contractor shall employ and pay for services of an independent testing agency
to perform other specified testing and inspection.
C. Employment of agency in no way relieves Contractor of obligation to perform
Work in accordance with requirements of Contract Documents.
D. Contractor Employed Agency:
1. Testing agency: Comply with requirements of ASTM E329, ASTM E543, ASTM
C1021, ASTM C1077, ASTM C1093, ASTM D3740.
2. Inspection agency: Comply with requirements of ASTM D3740, ASTM E329.
3. Laboratory: Authorized to operate in jurisdiction of project location.
4. Testing Equipment: Calibrated at reasonable intervals either by NIST or using
an NIST established Measurement Assurance Program, under a laboratory
measurement quality assurance program.
3.01 CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, products, services, site
conditions, and workmanship, to produce Work of specified quality.
B. Comply with manufacturers' instructions, including each step in sequence.
C. Should manufacturers' instructions conflict with Contract Documents, request
clarification from Architect before proceeding.
D. Comply with specified standards as minimum quality for the Work except where
more stringent tolerances, codes, or specified requirements indicate higher
standards or more precise workmanship.
E. Have Work performed by persons qualified to produce required and specified
quality.
F. Verify that field measurements are as indicated on shop drawings or as
instructed by the manufacturer.
G. Secure products in place with positive anchorage devices designed and sized to
withstand stresses, vibration, physical distortion, and disfigurement.
3.02 TOLERANCES
A. Monitor fabrication and installation tolerance control of products to produce
acceptable Work. Do not permit tolerances to accumulate.
B. Comply with manufacturers' tolerances except where industry standard tolerances
are more restrictive. Should manufacturers' tolerances conflict with Contract
Documents, request clarification from Architect before proceeding.
C. Adjust products to appropriate dimensions; position before securing products in
place.
3.03 TESTING AND INSPECTION
A. See individual specification sections for testing and inspection required.
B. Testing Agency Duties:
1. Provide qualified personnel at site. Cooperate with Architect and Contractor in
performance of services.
2. Perform specified sampling and testing of products in accordance with
specified standards.
3. Ascertain compliance of materials and mixes with requirements of Contract
Documents.
4. Promptly notify Architect and Contractor of observed irregularities or
non-conformance of Work or products.
5. Perform additional tests and inspections required by Architect.
6. Submit reports of all tests/inspections specified.
C. Limits on Testing/Inspection Agency Authority:
1. Agency may not release, revoke, alter, or enlarge on requirements of Contract
Documents.
2. Agency may not approve or accept any portion of the Work.
3. Agency may not assume any duties of Contractor.
4. Agency has no authority to stop the Work.
D. Contractor Responsibilities:
1. Deliver to agency at designated location, adequate samples of materials
proposed to be used that require testing, along with proposed mix designs.
2. Cooperate with laboratory personnel, and provide access to the Work and to
manufacturers' facilities.
3. Provide incidental labor and facilities:
a. To provide access to Work to be tested/inspected.
b. To obtain and handle samples at the site or at source of Products to
be tested/inspected.
c. To facilitate tests/inspections.
d. To provide storage and curing of test samples.
4. Provide testing and inspection agency sufficient notice prior to expected time
for operations requiring testing/inspection services.
5. Arrange with Owner's agency and pay for additional samples, tests, and
inspections required by Contractor beyond specified requirements.
E. Re -testing required because of non-conformance to specified requirements shall
be performed by the same agency.
F. Re -testing required because of non-conformance to specified requirements shall
be paid for by Contractor.
3.04 MANUFACTURERS' FIELD SERVICES
A. When specified in individual specification sections, require material or product
suppliers or manufacturers to provide qualified staff personnel to observe site
conditions, conditions of surfaces and installation, quality of workmanship,
start-up of equipment, test, adjust and balance of equipment as applicable,
and to initiate instructions when necessary.
B. Report observations and site decisions or instructions given to applicators or
installers that are supplemental or contrary to manufacturers' written
instructions.
3.05 CORRECTION
A. Replace Work or portions of the Work not conforming to specified requirements.
SECTION 01 5000 -TEMPORARY FACILITIES. CONTROLS &SIGNS
1.01 TEMPORARY UTILITIES
A. Provide and pay for electrical power, lighting, water, heating and cooling, and
ventilation required for construction purposes.
B. Provide, maintain, and pay for telecommunications services including Internet
connection to field office, through duration of project.
1.02 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas, to prevent
access to areas that could be hazardous to workers or the public, to allow for
owner's use of site and to protect existing facilities and adjacent properties
from damage from construction operations and demolition.
B. Provide barricades and covered walkways for public rights -of -way and to
maintain safe public access to and egress from existing building.
C. Provide protection for plants designated to remain. Replace damaged plants.
1.03 FENCING
A. Commercial grade chain link fence. Provide 6 foot high.
1.04 EXTERIOR ENCLOSURES
A. Provide temporary weather tight closure of exterior openings to accommodate
acceptable working conditions and protection for Products, to allow for
temporary heating and maintenance of required ambient temperatures identified
in individual specification sections, and to prevent entry of unauthorized persons.
Provide access doors with self -closing hardware and locks.
1. When the project site or portions there -of is to be occupied during
construction, provide temporary insulated weather tight closure.
1.05 INTERIOR ENCLOSURES
A. Provide temporary partitions and ceilings as indicated to separate work areas
from Owner -occupied areas, to prevent penetration of dust and moisture into
Owner -occupied areas, and to prevent damage to existing materials and
equipment.
B. Construction: Framing and reinforced polyethylene sheet materials with closed
joints and sealed edges at intersections with existing surfaces, unless otherwise
indicated on the drawings. Maximum flame spread rating of 25 in accordance
with ASTM E84.
1.06 SECURITY
A. Provide security and facilities to protect Work, existing facilities, and Owner's
operations from unauthorized entry, vandalism, or theft.
1.07 VEHICULAR ACCESS AND PARKING
A. Comply with regulations relating to use of streets and sidewalks, access to
emergency facilities, and access for emergency vehicles.
B. Coordinate access and haul routes with governing authorities and Owner.
C. Provide and maintain access to fire hydrants.
D. Provide means of removing mud from vehicle wheels before entering streets.
E. Provide temporary parking areas to accommodate construction personnel. When
site space is not adequate, provide additional off -site parking.
1.08 WASTE REMOVAL
A. Provide waste removal facilities and services as required to maintain the site in
clean and orderly condition.
B. Provide containers with lids. Remove trash from site periodically.
C.If materials to be recycled or re -used on the project must be stored on -site,
provide suitable non combustible containers; locate containers holding flammable
material outside the structure unless otherwise approved by the authorities
having jurisdiction.
D.Open free -fall chutes are not permitted. Terminate closed chutes into
appropriate containers with lids.
1.09 FIELD OFFICES
A. Office: Weathertight, with lighting, electrical outlets, heating, cooling equipment,
and equipped with sturdy furniture, drawing rack ❑nd drawing display table.
B. Provide space for Project meetings, with table and chairs to accommodate 10
persons.
1.10 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial
Completion inspection.
B. Clean and repair damage caused by installation or use of temporary work.
C. Restore existing facilities used during construction to original condition.
D. Restore new permanent facilities used during construction to specified condition.
1.11 PROJECT IDENTIFICATION SIGN
A. One painted sign, 48 sq ft area, bottom 6 feet above ground.
B. Content:
1. Project title, logo and name of Owner as indicated on Contract Documents.
2. Names and titles of Architect and Consultants.
3. Name of Prime Contractor.
SECTION 01 6000 -PRODUCT REQUIREMENTS
2.01 PRODUCTS
A. Existing materials and equipment indicated to be removed, but not to be
re -used, relocated, reinstalled, delivered to the Owner, or otherwise indicated as
to remain the property of the Owner, become the property of the Contractor;
remove from site.
B. Provide new products unless specifically required or permitted by the Contract
Documents.
2.02 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Use any
product meeting those standards or description.
B. Products Specified by Naming One or More Manufacturers: Use a product of one
of the manufacturers named and meeting specifications, no options or
substitutions allowed.
C. Products Specified by Naming One or More Manufacturers with a Provision for
Substitutions: Submit a request for substitution for any manufacturer not named.
D. Specifications are, in general, written to be non-proprietary, however; where
s ecific roducts are re uired for exam le a certain size color texture
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configuration or other characteristic, manufacturer and product information are
provided on the drawings in the form of notes or schedules as appropriate.
1. Substitutions for products so indicated will be considered in accordance with
"Substitution Procedures" of this specification Section.
2.03 MAINTENANCE MATERIALS
A. Furnish extra materials, spare parts, tools, and software of types and in
quantities specified in individual specification sections. Deliver and place in
location as directed; obtain receipt prior to final payment.
3.01 SUBSTITUTION PROCEDURES
A. A request for substitution constitutes a representation that the submitter:
1. Has investigated proposed product and determined that it meets or exceeds
the quality level of the specified product.
2. Will provide the same warranty for the substitution as for the specified
product.
3. Will coordinate installation and make changes to other Work that may be
required for the Work to be complete with no additional cost to Owner.
4. Waives claims for additional costs or time extension that may subsequently
become apparent.
5. Will reimburse Owner and Architect for review or redesign services associated
with substitution.
B. Substitutions will not be considered when they are indicated or implied on shop
drawing or product data submittals, without prior written request, or when
acceptance will require revision to the Contract Documents.
C. Substitution Submittal Procedure:
1. Submit shop drawings, product data, and certified test results attesting to the
proposed product equivalence. Burden of proof is on proposer.
2. The Architect will notify Contractor in writing of decision to accept or reject
request.
3.02 OWNER -SUPPLIED PRODUCTS
A. Owner's Responsibilities:
1. Arrange for and deliver Owner reviewed shop drawings, product data, and
samples, to Contractor.
2. Arrange and pay for product delivery to site.
3. Submit claims for transportation damage and replace damaged, defective, or
deficient items.
4. Arrange for manufacturers' warranties, inspections, and service.
B. Contractor's Responsibilities:
1. Review Owner reviewed shop drawings, product data, and samples.
2. Receive and unload products at site; inspect for completeness or damage and
report damaged, defective, or deficient items to Owner.
3. Handle, store, install and finish products.
4. Repair or replace items damaged after receipt.
3.03 TRANSPORTATION AND HANDLING
A. Transport and handle products in accordance with manufacturer's instructions.
B. Promptly inspect shipments to ensure that products comply with requirements,
quantities are correct, and products are undamaged.
3.04 STORAGE AND PROTECTION
A. Store and protect products in accordance with manufacturers' instructions.
B. Store with seals and labels intact and legible.
C. Prevent contact with material that may cause corrosion, discoloration, or
staining.
SECTION 01 7000 -EXECUTION REQUIREMENTS
1.01 QUALIFICATIONS
A. For demolition work, employ a firm specializing in the type of work required.
Minimum of 5 years of experience.
B. For survey work, employ a land surveyor registered in state where project is
located.
C. For field engineering, employ a professional engineer of the discipline required
for specific service on Project, licensed in state where project is located.
D. For design of temporary shoring and bracing, employ a Professional Engineer
experienced in design of this type of work and licensed in state where project
is located.
1.02 PROJECT CONDITIONS
A. Comply with Safeguards During Construction requirements as outlined in the
International Building Code, Chapter 33, edition as adopted at the project
location.
B. For demolition work comply with ANSI A10.6.
C. Grade site to drain. Maintain excavations free of water. Provide, operate, and
maintain pumping equipment.
D. Protect site from puddling or running water.
E. Protect areas not undergoing ❑Iteration as specified for protection of installed
work.
F. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and
to prevent accumulation of dust, fumes, vapors, or gases.
G. Dust Control: Execute work by methods to minimize raising dust from demolition
or construction operations. Provide positive means to prevent air -borne dust
from dispersing into atmosphere. Provide dust -proof barriers between
construction areas and areas continuing to be occupied by Owner.
H. Erosion and Sediment Control: Plan and execute work by methods to control
surface drainage from cuts and fills, from borrow and waste disposal areas.
Prevent erosion and sedimentation.
1. Minimize amount of bare soil exposed at one time.
2. Provide temporary measures such as berms, dikes, and drains, to manage
water flow.
3. Construct fill and waste areas by selective placement to avoid erosive surface
silts or clays.
4. Periodically inspect earthwork to detect evidence of erosion and sedimentation;
promptly apply corrective measures.
I. Noise Control: Provide methods, means, and facilities to minimize noise produced
by demolition or construction operations. Comply with local requirements for
noise control.
J. Pest and Insect Control: Provide methods, means, and facilities to prevent pests
and insects from damaging the work.
K. Rodent Control: Provide methods, means, and facilities to prevent rodents from
accessing or invading premises.
L. Pollution Control: Provide methods, means, and facilities to prevent contamination
of soil, water, and atmosphere from discharge of noxious, toxic substances, and
pollutants produced by demolition or construction operations.
1.03 COORDINATION
A. Coordinate scheduling, submittals, and work of the various sections of the
Project Manual to ensure efficient and orderly sequence of installation of
interdependent construction elements, with provisions for accommodating items
installed later.
B. Notify affected utility companies and comply with their requirements.
C. Verify that utility requirements and characteristics of new operating equipment
are compatible with building utilities. Coordinate work of various sections having
interdependent responsibilities for installing, connecting to, and placing in service,
such equipment.
D. Coordinate space requirements, supports, and installation of mechanical and
electrical work that are indicated diagrammatically on Drawings. Follow routing
shown for pipes, ducts, and conduit, as closely as practicable; place runs
parallel with lines of building. Utilize spaces efficiently to maximize accessibility
for other installations, for maintenance, and for repairs.
E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring
within the construction. Coordinate locations of fixtures and outlets with finish
elements.
F. Coordinate completion and clean-up of work of separate sections.
G. After Owner occupancy of premises, coordinate access to site for correction of
defective work and work not in accordance with Contract Documents, to
minimize disruption of Owner's activities.
2.01 PATCHING MATERIALS
A. New Materials: As specified in product sections; match existing products and
work for patching and extending work.
3.01 EXAMINATION
A. Verify that existing site conditions and substrate surfaces are acceptable for
subsequent work. Start of work means acceptance of existing conditions.
B. Verify that existing substrate is capable of structural support or attachment of
new work being applied or attached.
C. Examine and verify specific conditions described in individual specification
sections.
D. Take field measurements before confirming product orders or beginning
fabrication
E. Verify that utility services are available, of the correct characteristics, and in the
correct locations.
F. Prior to Cutting: Examine existing conditions prior to commencing work, including
elements subject to damage or movement during cutting and patching. After
uncovering existing work, assess conditions affecting performance of work.
Beginning of cutting or patching means acceptance of existing conditions.
3.02 PREPARATION
A. Clean substrate surfaces prior to applying next material or substance.
B. Seal cracks or openings of substrate prior to applying next material or
substance.
C. Apply manufacturer required or recommended substrate primer, sealer, or
conditioner prior to applying any new material or substance in contact or bond.
3.03 PREINSTALLATION MEETINGS
A. When required in individual specification sections, convene a preinstallation
meeting at the site prior to commencing work of the section.
B. Require attendance of parties directly affecting, or affected by, work of the
specific section.
3.04 LAYING OUT THE WORK
A. Verify locations of survey control points prior to starting work.
B. Do not scale drawings. Request clarifications from the Architect.
C. Promptly notify Architect of any discrepancies discovered.
D. Contractor shall locate and protect survey control and reference points.
E. Protect survey control points prior to starting site work; preserve permanent
reference points during construction.
F. Replace dislocated survey control points based on original survey control. Make
no changes without prior written notice to Architect.
G. Utilize recognized engineering survey practices.
H. Establish elevations, lines and levels. Locate and lay out by instrumentation and
similar appropriate means:
1. Site improvements including pavements; stakes for grading, fill and topsoil
placement; utility locations, slopes, and invert elevations.
2. Grid or axis for structures.
3. Building foundation, column locations, ground floor elevations.
3.05 GENERAL INSTALLATION REQUIREMENTS
A. In addition to compliance with regulatory requirements, conduct construction
operations in compliance with NFPA 241, including applicable recommendations in
Appendix A.
B.Install products as specified in individual sections, in accordance with
manufacturer's instructions and recommendations, and so as to avoid waste due
to necessity for replacement.
C. Make vertical elements plumb and horizontal elements level, unless otherwise
indicated.
D.Install equipment and fittings plumb and level, neatly aligned with adjacent
vertical and horizontal lines, unless otherwise indicated.
E. Make consistent texture on surfaces, with seamless transitions, unless otherwise
indicated.
F. Make neat transitions between different surfaces, maintaining texture and
appearance.
G. Do not install products that are defective, including warped, bowed, dented,
chipped, cracked or broken members, and members with damaged finishes.
3.06 ALTERATIONS AND SELECTIVE DEMOLITION
A. Perform an engineering survey of building to determine whether demolition
operations might result in structural deficiency or unplanned collapse of any
portion of structure or adjacent structures.
B. Drawings showing existing construction and utilities are based on existing record
documents only.
1. Verify that construction and utility arrangements are as shown.
2. Report discrepancies to Architect before disturbing existing installation.
3. Beginning of alterations work constitutes acceptance of existing conditions.
C. Keep areas in which alterations are being conducted separated from other areas
that are still occupied. Provide, erect, and maintain temporary dustproof
partitions of construction specified in Section 01 5000.
D. Maintain weatherproof exterior building enclosure except for interruptions required
for replacement or modifications; take care to prevent water and humidity
damage.
1. Where openings in exterior enclosure exist, provide construction to make
exterior enclosure weatherproof.
2. Insulate existing ducts or pipes that are exposed to outdoor ambient
temperatures by alterations work.
E. Remove existing work as indicated and as required to accomplish new work.
1. Remove rotted wood, corroded metals, and deteriorated masonry and concrete;
replace with new construction specified.
2. Remove items indicated on drawings.
3. Relocate items indicated on drawings.
4. Where new surface finishes are to be applied to existing work, perform
removals, patch, and prepare existing surfaces to receive new finish; remove
existing finish if necessary for successful application of new finish.
5. Where new surface finishes are not specified or indicated, patch holes and
damaged surfaces to match adjacent finished surfaces.
F. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical,
Telecommunications, and Alarm systems): Remove, relocate, and extend existing
systems to accommodate new construction.
1. Maintain existing active systems that are to remain in operation; maintain
access to equipment and operational components; if necessary, modify
installation to allow access or provide access panel.
2. Where existing systems or equipment are not active and Contract Documents
require reactivation, put back into operational condition; repair supply,
distribution, and equipment as required.
3. 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.
a. Disable existing systems only to make switchovers and connections;
minimize duration of outages.
b. Coordinate timing of service interruptions and shut -downs with the
owner and affected occupants.
c. Provide temporary connections to maintain existing systems in service.
4. Verify that abandoned services serve only abandoned facilities.
5. Remove abandoned pipe, ducts, conduits, and equipment, including those
above accessible ceilings; remove back to source of supply where possible,
otherwise cap stub and tag with identification; patch holes left by removal
using materials specified for new construction.
G. 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.
H. Adapt existing work to fit new work: Make as neat and smooth transition as
possible.
1. When existing finished surfaces are cut so that a smooth transition with new
work is not possible, terminate existing surface along a straight line at a
natural line of division and make recommendation to Architect.
2. Where removal of partitions or walls results in adjacent spaces becoming one,
rework floors, walls, and ceilings to a smooth plane without breaks, steps, or
bulkheads.
3. Where a change of plane of 1 /4 inch or more occurs in existing work,
submit recommendation for providing a smooth transition for Architect review
and request instructions.
I. Patching: Where the existing surface is not indicated to be refinished, patch to
match the surface finish that existed prior to cutting. Where the surface is
indicated to be refinished, patch so that the substrate is ready for the new
finish.
J. Refinish existing surfaces as indicated:
1. Where rooms or spaces are indicated to be refinished, refinish all visible
existing surfaces to remain to the specified condition for each material, with
a neat transition to adjacent finishes.
2.If mechanical or electrical work is exposed accidentally during the work,
re-cover and refinish to match.
K. Clean existing systems and equipment.
L. Remove demolition debris and abandoned items from alterations areas and
dispose of off -site; do not burn or bury.
M. Comply with all other applicable requirements of this section.
3.07 CUTTING AND PATCHING
A. Perform whatever cutting and patching is necessary to:
1. Complete the work.
2. Fit products together to integrate with other work.
3. Provide openings for penetration of mechanical, electrical, and other services.
4. Match work that has been cut to adjacent work.
5. Repair areas adjacent to cuts to required condition.
6. Repair new work damaged by subsequent work.
7. Remove samples of installed work for testing when requested.
8. Remove and replace defective and non -conforming work.
B. Execute work by methods that avoid damage to other work and that will provide
appropriate surfaces to receive patching and finishing. In existing work, minimize
damage and restore to original condition.
C. Employ skilled and experienced installer to perform cutting for weather exposed
and moisture resistant elements; employ skilled and experienced installer to
perform cutting for other sight exposed surfaces.
D. Examine areas to be cut or core drilled for presence of concealed utilities and
structural elements including piping, electrical distribution, reinforcing steel and
post-tensionsing cables. Utilize x-ray equipment where necessary.
E. Cut rigid materials using masonry saw or core drill.
F. Restore work with new products in accordance with requirements of Contract
Documents.
G. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations
through surfaces.
H. At penetrations of fire rated walls, partitions, ceiling, or floor construction,
completely seal voids with fire rated material to maintain fire rating.
I. Patching:
1. Finish patched surfaces to match finish that existed prior to patching. On
continuous surfaces, refinish to nearest intersection or natural break. For an
assembly, refinish entire unit.
2. Match color, texture, and appearance.
3. Repair patched surfaces that are damaged, lifted, discolored, or showing other
imperfections due to patching work. If defects are due to condition of
substrate, repair substrate prior to repairing finish.
4. When finish cannot be matched, refinish entire surface to nearest
intersections.
3.08 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a
clean and orderly condition.
B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and
other closed or remote spaces, prior to enclosing the space.
C. Broom and vacuum clean interior areas prior to start of surface finishing, and
continue cleaning to eliminate dust.
D. Collect and remove waste materials, debris, and trash/rubbish from site
periodically and dispose off -site; do not burn or bury.
3.09 PROTECTION OF INSTALLED WORK
A. Protect installed work from damage by construction operations.
B. Provide temporary and removable protection for installed products. Control
activity in immediate work area to prevent damage.
C. Provide protective coverings at walls, projections, jambs, sills, and soffits of
openings.
D. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear,
damage, or movement of heavy objects, by protecting with durable sheet
materials.
E. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or
activity is necessary, obtain recommendations for protection from waterproofing
or roofing material manufacturer.
F. Remove protective coverings when no longer needed; reuse or recycle plastic
coverings if possible.
3.10 SYSTEM STARTUP
A. Coordinate schedule for start-up of various equipment and systems.
B. Verify that each piece of equipment or system has been checked for proper
lubrication, drive rotation, belt tension, control sequence, and for conditions that
may cause damage.
C. Verify tests, meter readings, and specified electrical characteristics agree with
those required by the equipment or system manufacturer.
D. Verify that wiring and support components for equipment are complete and
tested.
E. Execute start-up under supervision of applicable Contractor personnel and
manufacturer's representative in accordance with manufacturers' instructions.
3.11 DEMONSTRATION AND INSTRUCTION
A. Demonstrate operation and maintenance of products to Owners personnel prior
to date of Substantial Completion.
B. Demonstrate start-up, operation, control, adjustment, trouble -shooting, servicing,
maintenance, and shutdown of each item of equipment at scheduled time, at
equipment location.
C. For equipment or systems requiring seasonal operation, perform demonstration
for other season within six months.
D. Provide a qualified person who is knowledgeable about the Project to perform
demonstration and instruction of owner personnel.
E. Utilize operation and maintenance manuals as basis for instruction. Review
contents of manual with Owner's personnel in detail to explain all aspects of
operation and maintenance.
F. Prepare and insert additional data in operations and maintenance manuals when
need for additional data becomes apparent during instruction.
3.12 ADJUSTING
A. Adjust operating products and equipment to ensure smooth and unhindered
operation.
3.13 FINAL CLEANING
A. Execute final cleaning prior to Substantial Completion. Clean areas to be
occupied by Owner prior to final completion before Owner occupancy.
B. Use cleaning materials that are nonhazardous.
C. Clean interior and exterior glass, surfaces exposed to view; remove temporary
labels, stains and foreign substances, polish transparent and glossy surfaces,
vacuum carpeted and soft surfaces.
D. Remove all labels that are not permanent. Do not paint or otherwise cover fire
test labels or nameplates on mechanical and electrical equipment.
E. Clean equipment and fixtures to a sanitary condition with cleaning materials
appropriate to the surface and material being cleaned.
F. Replace filters of operating equipment.
G. Clean debris from roofs, gutters, downspouts, and drainage systems.
H. Clean site; sweep paved areas, rake clean landscaped surfaces.
I. Remove waste, surplus materials, trash/rubbish, and construction facilities from
the site; dispose of in legal manner; do not burn or bury.
3.14 CLOSEOUT PROCEDURES
A. In addition to the requirements of AIA A201, General Conditions of the Contract
for Construction, comply with the following:
1. Make submittals that are required by governing or other authorities. Provide
copies to Owner.
2. Comply with requirements of Section 01780, Closeout Submittals.
3. Notify Architect when work is considered ready for Substantial Completion.
4. Submit written certification that Contract Documents have been reviewed, work
has been inspected, and that work is complete in accordance with Contract
Documents and ready for review.
5. Correct items of work listed in executed Certificates of Substantial Completion
and comply with requirements for access to Owner -occupied areas.
6. Complete items of work determined by final inspection.
3.15 MAINTENANCE
A. Provide service and maintenance of components indicated in specification
sections.
B. Maintenance Period: As indicated in specification sections or, if not indicated,
not less than one year from the Date of Substantial Completion or the length
of the specified warranty, whichever is longer.
C. Furnish service and maintenance of components indicated in specification
sections.
D. Examine system components at a frequency consistent with reliable operation.
Clean, adjust, and lubricate as required.
E. Include systematic examination, adjustment, and lubrication of components.
Repair or replace parts whenever required. Use parts produced by the
manufacturer of the original component.
F. Maintenance service shall not be assigned or transferred to any agent or
subcontractor without prior written consent of the Owner.
SECTION 01 7800 -CLOSEOUT SUBMITTALS
1.01 SUBMITTALS
A. Project Record Documents: Submit documents to Owner when submitting final
application for payment.
B.Operation and Maintenance Data: Submit two sets of final documents in final
form.
C. Warranties and Bonds: Submit prior to final Application for Payment.
D. Certificate of Occupancy: Submit to owner when requesting Substantial
Completion inspection
3.01 PROJECT RECORD DOCUMENTS
A. Maintain on site one set of the following record documents; record actual
revisions to the Work: including but not limited to, Drawings, Specifications,
Addenda, Change Orders, and reviewed submittals.
B. Record Drawings and Shop Drawings: Legibly mark each item to record actual
construction.
3.02 OPERATION AND MAINTENANCE DATA
A. For Each Product or System: List names, addresses and telephone numbers of
Subcontractors and suppliers.
B. Product Data: Mark each sheet to clearly identify specific products and
component parts, and data applicable to installation. Delete inapplicable
information.
C. Drawings: Supplement product data to illustrate relations of component parts of
equipment and systems, to show control and flow diagrams. Do not use Project
Record Documents as maintenance drawings.
D. For Each Product, Applied Material, and Finish:
1. Product data, with catalog number, size, composition, and color and texture
designations.
2.Information for re -ordering custom mixed or manufactured products.
3. Manufacturer's instructions for Care and Maintenance.
E. Moisture protection and weather -exposed products; Provide manufacturer
recommendations for inspections, maintenance, and repair.
F. For Each Item of Equipment and Each System, provide the manufacturer's
installation, operation and maintenance manuals. Include test and balancing
reports.
3.03 WARRANTIES AND BONDS
A. Obtain warranties and bonds, executed in duplicate by responsible
Subcontractors, suppliers, and manufacturers. Except for items put into use with
Owner's permission, leave date of beginning of time of warranty until the Date
of Substantial completion is determined.
SECTION 06 1000 -ROUGH CARPENTRY
1.01 SUBMITTALS
A. Manufacturer's Certificate: Certify that wood products supplied for rough
carpentry meet or exceed specified requirements.
1.02 DELIVERY, STORAGE, AND HANDLING
A. General: Cover wood products to protect against moisture. Support stacked
products to prevent deformation and to allow air circulation.
B. Fire Retardant Treated Wood: Prevent exposure to precipitation during shipping,
storage, or installation.
2.01 GENERAL REQUIREMENTS
A. Dimension Lumber: Comply with PS 20 and requirements of specified grading
agencies.
1. If no species is specified, provide any species graded by the agency specified;
if no grading agency is specified, provide lumber graded by any grading
agency meeting the specified requirements.
2. Grading Agency: Any grading agency whose rules are approved by the Board
of Review, American Lumber Standard Committee (www.alsc.org) and who
provides grading service for the species and grade specified; provide lumber
stamped with grade mark unless otherwise indicated.
B. Lumber fabricated from old growth timber is not permitted.
2.02 DIMENSION LUMBER
A. Sizes: Nominal sizes as indicated on drawings, S4S.
B. Moisture Content: S-dry or MC19.
C. Miscellaneous Blocking, Nailers, and Furring. Lumber: S4S, No. 2 or Standard
Grade. Boards: Standard or No. 3.
2.03 CONSTRUCTION PANELS
A. Roof Sheathing: Any PS 2 type, rated Structural I Sheathing. Bond
Classification: Exterior. Span Rating: 60. Performance Category: 3/4 PERF CAT.
B. Wall Sheathing: Any PS 2 type. Bond Classification: Exterior. Grade: Structural I
Sheathing. Span Rating: 24. Performance Category: 5/8 PERF CAT.
C. Wall Sheathing: Glass mat faced gypsum, ASTM C1177/C1177M, square long
edges, 5/8 inch. At Assemblies Indicated with Fire -Rating: Use type required by
indicated tested assembly. -
D. Communications and Electrical Room Mounting Boards: PS 1 A D plywood; 3/4
inch thick; flame spread index of 25 or less, smoke developed index of 450 or
less, when tested in accordance with ASTM E84.
2.04 ACCESSORIES
A. Fasteners and Anchors: Metal and Finish: Hot -dipped galvanized steel per ASTM
A 153/A 153M for exterior, roof related and preservative -treated wood locations,
unfinished steel elsewhere.
2.05 FACTORY WOOD TREATMENT
A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 -Use
Category System for wood treatments determined by use categories, expected
service conditions, and specific applications.
1. Fire -Retardant Treated Wood: Mark each piece of wood with producer's stamp
indicating compliance with specified requirements.
2. Preservative -Treated Wood: Provide lumber and plywood marked or stamped
by an ALSC-accredited testing agency, certifying level and type of treatment
in accordance with AWPA standards.
B. Fire Retardant Treatment:
1. Exterior Type: AWPA U1, Category UCFB, Commodity Specification H, chemically
treated and pressure impregnated; capable of providing a maximum flame
spread rating of 25 when tested in accordance with ASTM E84, with no
evidence of significant combustion when test is extended for an additional 20
minutes both before and after accelerated weathering test performed in
accordance with ASTM D2898.
a. Kiln dry wood after treatment to a maximum moisture content of 19
percent for lumber and 15 percent for plywood.
b. Do not use treated wood in direct contact with the ground.
2. Interior Type A: AWPA U1, Use Category UCFA, Commodity Specification H, low
temperature (low hygroscopic) type, chemically treated and pressure
impregnated; capable of providing a maximum flame spread rating of 25
when tested in accordance with ASTM E84, with no evidence of significant
combustion when test is extended for an additional 20 minutes.
a. Kiln dry wood after treatment to a maximum moisture content of 19
percent for lumber and 15 percent for plywood.
b. Treat rough carpentry items as indicated.
c. Do not use treated wood in applications exposed to weather or where
the wood may become wet.
C. Preservative Treatment:
1. Preservative Pressure Treatment of Lumber Above Grade: AWPA U1, Use
Category UC3B, Commodity Specification A using waterborne preservative to
0.25 Ib/cu ft retention.
a. Kiln dry lumber after treatment to maximum moisture content of 19
percent.
b. Treat lumber in contact with roofing, flashing, or waterproofing.
c. Treat lumber in contact with masonry or concrete.
d. Treat lumber less than 18 inches above grade.
1) Treat lumber in other locations as indicated.
2. Preservative Pressure Treatment of Plywood Above Grade: AWPA U1, Use
Category UC2 and UC3B, Commodity Specification Fusing waterborne
preservative to 0.25 Ib/cu ft retention.
a. Kiln dry plywood after treatment to maximum moisture content of 19
percent.
b. Treat plywood in contact with roofing, flashing, or waterproofing.
c. Treat plywood in contact with masonry or concrete.
d. Treat plywood less than 18 inches above grade.
e. Treat plywood in other locations as indicated.
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 BLOCKING, NAILERS, AND SUPPORTS
A. Provide framing and blocking members as indicated or as required to support
finishes, fixtures, specialty items, and trim.
B.In framed assemblies that have concealed spaces, provide solid wood
fireblocking as required by applicable local code, to close concealed draft
openings between floors and between top story and roof/attic space; other
material acceptable to code authorities may be used in lieu of solid wood
blocking.
C.In walls, provide blocking attached to studs as backing and support for
wall -mounted items, unless item can be securely fastened to two or more studs
or other method of support is explicitly indicated.
D. Where ceiling -mounting is indicated, provide blocking and supplementary supports
above ceiling, unless other method of support is explicitly indicated.
E. Specifically, provide the following non-structural framing and blocking:
1. Handrails.
2. Grab bars.
3. Toilet room accessories.
3.03 ROOF -RELATED CARPENTRY
A. Coordinate installation of roofing carpentry with deck construction, framing of
roof openings, and roofing assembly installation.
3.04 INSTALLATION OF CONSTRUCTION PANELS
A. Roof Sheathing: Secure panels with long dimension perpendicular to framing
members, with ends staggered and over firm bearing.
1. At long edges use sheathing clips where joints occur between roof framing
members.
2. Screw panels to framing; staples are not permitted.
B. Wall Sheathing: Secure with long dimension perpendicular to wall studs, with
ends over firm bearing and staggered, using nails, screws, or staples.
C. Communications and Electrical Room Mounting Boards: Secure with screws to
studs with edges over firm bearing; space fasteners at maximum 24 inches on
center on all edges and into studs in field of board.
1. At fire -rated walls, install board over wall board indicated as part of the
fire -rated assembly.
2. Where boards are indicated as full floor -to -ceiling height, install with long
edge of board parallel to studs.
3.Install adjacent boards without gaps.
3.05 SITE APPLIED WOOD TREATMENT
A. Apply preservative treatment compatible with factory applied treatment at
site -sawn cuts, complying with manufacturer's instructions.
B. Allow preservative to dry prior to erecting members.
3.06 TOLERANCES
A. Variation from Plane (Other than Floors): 1/4 inch in 10 feet maximum, and
1/4 inch in 30 feet maximum.
SECTION 06 2000 -FINISHED CARPENTRY
1.01 SECTION INCLUDES
A. Finish carpentry items.
B. Wood door frames, glazed frames.
C. Wood standing and running trim.
D. Plastic laminate panels.
1.02 SUBMITTALS
A. Shop Drawings: Indicate materials, component profiles, fastening methods,
jointing details, and accessories. Provide the information required by
AWI/AWMAC/WI Architectural Woodwork Standards.
B. Samples: Submit two samples of wood trim 6 inch long.
1.03 QUALITY ASSURANCE
A. Fabricator Qualifications: Company specializing in fabricating the products
specified in this section with minimum five years of experience.
2.01 FINISH CARPENTRY ITEMS
A. Quality Grade: Unless otherwise indicated provide products of quality specified by
AWI AWMAC WI Architectural Woodwork Standards for Custom Grade.
/ /
B. Surface Burning Characteristics: Provide materials having fire and smoke
properties as required by applicable code.
2.02 SHEET MATERIALS
A. Particleboard: ANSI A208.1; composed of wood chips, sawdust, or flakes of
medium density, made with waterproof resin binders; of grade to suit
application; sanded faces.
B. Medium -Density Fiberboard (MDF): ANSI A208.2, Grade 130.
2.03 PLASTIC LAMINATE MATERIALS
A. Plastic Laminate: As indicated on drawings.
B. Laminate Adhesive: Type recommended by laminate manufacturer to suit
application; not containing formaldehyde or other volatile organic compounds.
2.04 FASTENINGS
A. Adhesive for Purposes Other Than Laminate Installation: Suitable for the purpose;
not containing formaldehyde or other volatile organic compounds.
B. Fasteners: Of size and type to suit application; use corrosion resistant fasteners
for exterior locations.
2.05 ACCESSORIES
A. Lumber for Shimming and Blocking: Softwood lumber of any appropriate species.
B. Primer: Alkyd primer sealer.
C. Wood Filler: Solvent base, tinted to match surface finish color.
2.06 FABRICATION
A. Shop assemble work for delivery to site, permitting passage through building
openings.
B. Cap exposed plastic laminate finish edges with material of same finish and
pattern.
C. When necessary to cut and fit on site, provide materials with ample allowance
for cutting. Provide trim for scribing and site cutting.
D. Apply plastic laminate finish in full uninterrupted sheets consistent with
manufactured sizes. Fit corners and joints hairline; secure with concealed
fasteners. Slightly bevel arises. Locate counter butt joints minimum 2 feet from
sink cut-outs.
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A5.0
SPECIFICATIONS
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SECTION 06 2000 -FINISHED CARPENTRY �CONTINUED�
2.07 SHOP FINISHING
A. Sand work smooth and set exposed nails and screws.
B. Apply wood filler in exposed nail and screw indentations.
C. On items to receive transparent finishes, use wood filler that matches
surrounding surfaces and is of type recommended for the applicable finish.
D. Finish work in accordance with AWI/AWMAC/WI Architectural Woodwork Standards,
Section 5 -Finishing for Grade specified and as follows:
1. Transparent:
a. System - 12, Polyurethane, Water -based.
b. Stain: As indicated on drawings.
c. Sheen: As indicated on drawings.
2. Opaque:
a. System - 4, Latex Acrylic, Water -based.
b. Color: As indicated on drawings.
c. Sheen: As indicated on drawings.
E. Back prime woodwork items to be field finished, prior to installation.
3.01 EXAMINATION
A. Verify adequacy of backing and support framing.
B. Verify mechanical, electrical, and building items affecting work of this section
are placed and ready to receive this work.
3.02 INSTALLATION
A. Install work in accordance with AWI/AWMAC/WI Architectural Woodwork Standards
requirements for grade indicated.
B. Set and secure materials and components in place, plumb and level.
C. Carefully scribe work abutting other components, with maximum gaps of 1/32
inch. Do not use additional overlay trim to conceal larger gaps.
D.Install trim with appropriate mechanical fasteners.
E. Install panels with concealed fasteners.
3.03 PREPARATION FOR SITE FINISHING
A. Set exposed fasteners. Apply wood filler in exposed fastener indentations. Sand
work smooth.
B. Before installation, prime paint surfaces of items or assemblies to be in contact
with cementitious materials.
3.04 TOLERANCES
A. Maximum Variation from True Position: 1/16 inch.
B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch.
SECTION 06 4100 -CASEWORK
1.01 SECTION INCLUDES
A. Specially fabricated cabinet units.
B. Countertops.
C. Cabinet hardware.
D. Preparation for installing utilities.
1.02 SUBMITTALS
A. Shop Drawings: Indicate materials, component profiles, fastening methods,
jointing details, and accessories.
1. Provide the information required by AWI/AWMAC/WI (AWS) or AWMAC/WI
(NAAWS).
B. Product Data: Provide data for hardware accessories.
1.03 QUALITY ASSURANCE
A. Fabricator Qualifications: Company specializing in fabricating the products
specified in this section with minimum three years of experience.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Protect units from moisture damage.
1.05 FIELD CONDITIONS
A. During and after installation of custom cabinets, maintain temperature and
humidity conditions in building spaces at same levels planned for occupancy.
2.01 CABINETS
A. Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI (AWS) or
AWMAC/WI (NAAWS), unless noted otherwise.
B. Plastic Laminate Faced Cabinets: Custom grade.
C. Cabinets:
1. Finish -Exposed Exterior Surfaces: Decorative laminate.
2. Door and Drawer Front Edge Profiles: Self -Edge banding with material of
same finish and pattern.
3. Casework Construction Type: Type A -Frameless.
4. Interface Style for Cabinet and Door: Style 1 -Overlay; flush overlay.
5. Adjustable Shelf Loading: 50 lbs. per sq. ft.
2.02 LAMINATE MATERIALS
A. High Pressure Decorative Laminate (HPDL): NEMA LD 3, types as recommended
for specific applications.
B. Provide specific types as follows:
1. Horizontal Surfaces: HGL, 0.039 inch nominal thickness, colors as indicated,
finish as indicated.
2. Vertical Surfaces: VGS, 0.028 inch nominal thickness, colors as indicated,
finish as indicated.
3. Cabinet Liner: CLS, 0.020 inch nominal thickness, colors as indicated, finish
as indicated.
4. Laminate Backer: BKL, 0.020 inch nominal thickness, undecorated; for
application to concealed backside of panels faced with high pressure
decorative laminate.
2.03 COUNTERTOPS
A. Plastic Laminate Countertops: Medium density fiberboard substrate covered with
HPDL, Self -Edge banding with material of same finish and pattern.
B. Wall -Mounted Counters: Provide skirts, aprons, brackets, and braces as
indicated on drawings, finished to match.
2.04 ACCESSORIES
A. Adhesive: Type recommended by fabricator to suit application.
B. Fasteners: Size and type to suit application.
C. Bolts, Nuts, Washers, Lags, Pins, and Screws: Of size and type to suit
application; galvanized or chrome -plated finish in concealed locations and
stainless steel or chrome -plated finish in exposed locations.
D. Concealed Joint Fasteners: Threaded steel.
E. Grommets: Standard plastic, painted metal, or rubber grommets for cut-outs,
in color to match adjacent surface.
2.05 HARDWARE
A. Hardware: BHMA A156.9, types as recommended by fabricator for quality grade
specified.
B. Drawer and Door Pulls: If not specified in drawings then provide "U" shaped
wire pull, aluminum with satin finish, 4 inch centers.
C. Drawer Slides:
1. Type: Full extension.
D. Hinges: European style concealed self -closing type, steel with polished finish.
2.06 FABRICATION
A. Assembly: Shop assemble cabinets for delivery to site in units easily handled
and to permit passage through building openings.
B. Edging: Fit shelves, doors, and exposed edges with specified edging. Do not
use more than one piece for any single length.
C. Fitting: When necessary to cut and fit on site, provide materials with ample
allowance for cutting. Provide matching trim for scribing and site cutting.
D. Plastic Laminate: Apply plastic laminate finish in full uninterrupted sheets
consistent with manufactured sizes. Fit corners and joints hairline; secure with
concealed fasteners. Slightly bevel arises. Locate counter butt joints minimum
2 feet from sink cut-outs.
1. Apply laminate backing sheet to reverse side of plastic laminate finished
surfaces.
E. Provide cutouts for plumbing fixtures. Verify locations of cutouts from on -site
dimensions. Seal cut edges.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify adequacy of backing and support framing.
B. Verify location and sizes of utility rough -in associated with work of this section.
3.02 INSTALLATION
A. Install work in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS)
requirements for grade indicated.
B. Set and secure custom cabinets in place, assuring that they are rigid, plumb,
and level.
C. Use fixture attachments in concealed locations for wall mounted components.
D. Use concealed joint fasteners to align and secure adjoining cabinet units.
E. Carefully scribe casework abutting other components, with maximum gaps of
1/32 inch. Do not use additional overlay trim for this purpose.
F. Secure cabinets to floor using appropriate angles and anchorages.
G. Countersink anchorage devices at exposed locations. Conceal with solid wood
plugs of species to match surrounding wood; finish flush with surrounding
surfaces.
H. Securely attach countertops to cabinets using concealed fasteners. Make flat
surfaces level; shim where required.
I. Attach plastic laminate countertops using screws with minimum penetration into
substrate board of 5/8 inch.
J. Seal joint between back/end splashes and vertical surfaces.
3.03 ADJUSTING
A. Adjust installed work.
B. Adjust moving or operating parts to function smoothly and correctly.
3.04 CLEANING
A. Clean casework, counters, shelves, hardware, fittings, and fixtures.
SECTION 12 3600 -COUNTERTOPS
1.01 SECTION INCLUDES
A. Wall -hung counters and vanity tops.
1.02 SUBMITTALS
A. Shop Drawings: Complete details of materials and installation; combine with
shop drawings of cabinets and casework specified in other sections.
1.03 QUALITY ASSURANCE
A. Installer Qualifications: Company specializing in performing work of the type
specified in this section, with not less than three years of experience.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Store products in manufacturer's unopened packaging until ready for installation
B. Store and dispose of solvent -based materials, and materials used with
solvent -based materials, in accordance with requirements of local authorities
having jurisdiction.
1.05 FIELD CONDITIONS
A. Maintain environmental conditions (temperature, humidity, and ventilation) within
limits recommended by manufacturer for optimum results. Do not install
products under environmental conditions outside manufacturers absolute limits.
2.01 COUNTERTOPS
A. Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI (AWS) or
AWMAC/WI (NAAWS), unless noted otherwise.
B. Solid Surfacing Countertops: Solid surfacing sheet or plastic resin casting over
continuous substrate.
1. Flat Sheet Thickness: 1/2 inch, minimum.
2. Solid Surfacing Sheet and Plastic Resin Castings: Complying with ISFA 2-01
and NEMA LD 3; acrylic or polyester resin, mineral filler, and pigments;
homogenous, non -porous and capable of being worked and repaired using
standard woodworking tools; no surface coating; color and pattern consistent
throughout thickness.
a. Color, Finish and Pattern: As indicated on drawings.
3. Other Components Thickness: 1 /2 inch, minimum.
4. Back and End Splashes: Same sheet material, square top; minimum 4 inches
high.
C. Natural Stone Countertops: Stone slabs bonded to substrate; use as large
pieces as possible with inconspicuous adhesive joints.
1. Stone: Granite without cracks, voids, or pin holes .
2. Color: As indicated on drawings.
3. Stone Thickness: 3/4 inch.
4. Surface Finish: As indicated on drawings.
5. Exposed Edge Treatment: Stone bullnose, 1/2 inch radius.
6. Back and End Splashes: Same material, same thickness; for field
attachment.
D. Natural Quartz and Resin Composite Countertops: Sheet or slab of natural
quartz and plastic resin over continuous substrate.
1. Flat Sheet Thickness: 1/2 inch, minimum.
2. Natural Quartz and Resin Composite Sheets, Slabs and Castings: Complying
with ISFA 3-01 and NEMA LD 3; orthophthalic polyester resin, mineral filler,
and pigments; homogenous, non -porous and capable of being worked and
repaired using standard woodworking tools; no surface coating; color and
pattern consistent throughout thickness.
a. Factory fabricate components to the greatest extent practical in sizes
and shapes indicated; comply with the MIA Dimension Stone Design
Manual.
b. Color, Finish and Pattern: As indicated on drawings.
3. Other Components Thickness: 1 /2 inch, minimum.
4. Exposed Edge Treatment: Built up to minimum 1-1/4 inch thick; bullnosed
edge.
5. Back and End Splashes: Same sheet material, square top; minimum 4 inches
high.
2.02 MATERIALS
A. Particleboard for Supporting Substrate: ANSI A208.1 Grade 2-M-2, 45 pcf
minimum density; minimum 3/4 inch thick; join lengths using metal splines.
B. Adhesives: Chemical resistant waterproof adhesive as recommended by
manufacturer of materials being joined.
C. Joint Sealant: Mildew -resistant silicone sealant, clear.
2.03 FABRICATION
A. Fabricate tops and splashes in the largest sections practicable, with top surface
of joints flush.
1. Join lengths of tops using best method recommended by manufacturer.
2. Fabricate to overhang fronts and ends of cabinets 1 inch except where top
butts against cabinet or wall.
3. Prepare all cutouts accurately to size; replace tops having improperly
dimensioned or unnecessary cutouts or fixture holes.
B. Provide back/end splash wherever counter edge abuts vertical surface unless
otherwise indicated.
1. Secure to countertop with concealed fasteners and with contact surfaces set
in waterproof glue.
2. Height: 4 inches, unless otherwise indicated.
C. Solid Surfacing: Fabricate tops up to 144 inches long in one piece; join pieces
with adhesive sealant in accordance with manufacturer's recommendations and
instructions.
D. Wall -Mounted Counters: Provide skirts, aprons, brackets, and braces as
indicated on drawings.
3.01 EXAMINATION
A. Do not begin installation until substrates have been properly prepared.
B.If substrate preparation is the responsibility of another installer, notify Contractor
of unsatisfactory preparation before proceeding.
C. Verify that wall surfaces have been finished and mechanical and electrical
services and outlets are installed in proper locations.
3.02 PREPARATION
A. Clean surfaces thoroughly prior to installation.
B. Prepare surfaces using the methods recommended by the manufacturer for
achieving the best result for the substrate under the project conditions.
3.03 INSTALLATION
A. Securely attach countertops to cabinets using concealed fasteners. Make flat
surfaces level; shim where required.
B. Seal joint between back/end splashes and vertical surfaces.
3.04 TOLERANCES
A. Variation From Horizontal: 1/8 inch in 10 feet, maximum.
B.Offset From Wall, Countertops: 1/8 inch maximum; 1/16 inch minimum.
C. Field Joints: 1 /32 inch wide, maximum.
3.05 CLEANING
A. Clean countertops surfaces thoroughly.
3.06 PROTECTION
A. Protect installed products until completion of project.
B. Touch-up, repair or replace damaged products before Date of Substantial
Completion.
SECTION 07 9200 -JOINT SEALANTS
1.01 SUBMITTALS
A. Product Data for Sealants: Submit manufacturer's technical data sheets for
each product to be used, that includes the following.
1. Physical characteristics, including movement capability, VOC content, hardness,
cure time, and color availability.
2. List of backing materials approved for use with the specific product.
3. Substrates that product is known to satisfactorily adhere to and with which it
is compatible.
4. Substrates the product should not be used on.
5. Substrates for which use of primer is required.
B. Color Cards for Selection: Where sealant color is not specified, submit
manufacturer's color cards showing standard colors available for selection.
1. Where standard colors do not match color of adjacent materials, submit
custom color.
1.02 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products
specified in this section with minimum three years experience.
B. Installer Qualifications: Company specializing in performing the work of this
section and with at least three years of experience.
C. Field Adhesion Tests of Joints: Test for adhesion using most appropriate
method in accordance with ASTM C1521, or other applicable method as
recommended by manufacturer.
1.03 WARRANTY
A. Correct defective work within a five year period after Date of Substantial
Completion.
B. Warranty: Include coverage for installed sealants and accessories that fail to
achieve watertight seal ,exhibit loss of adhesion or cohesion, or do not cure.
2.01 JOINT SEALANT APPLICATIONS
A. Scope:
1. Exterior Joints: Seal open joints, whether or not the joint is indicated on the
drawings, unless specifically indicated not to be sealed. Exterior joints to be
sealed include, but are not limited to, the following items.
a. Wall expansion and control joints.
b. Joints between door, window, and other frames and adjacent
construction.
c. Joints between different exposed materials.
d. Openings below ledge angles in masonry.
e. Other joints indicated below.
2. Interior Joints: Do not seal interior joints unless specifically indicated to be
sealed. Interior joints to be sealed include, but are not limited to, the
following items.
a. Joints between door, window, and other frames and adjacent
construction.
b. Other joints indicated below.
3. Do not seal the following types of joints.
a. Intentional weepholes in masonry.
b. Joints indicated to be treated with manufactured expansion joint cover
or some other type of sealing device.
c. Joints where sealant is specified to be provided by manufacturer of
product to be sealed.
d. Joints where installation of sealant is specified in another section.
e. Joints between suspended panel ceilings/grid and walls.
B. Exterior Joints: Use nonsag non -staining silicone sealant, unless otherwise
indicated.
1. Lap Joints in Sheet Metal Fabrications: Butyl rubber, non -curing.
2. Lap Joints between Manufactured Metal Panels: Butyl rubber, non -curing.
3. Control and Expansion Joints in Concrete Paving: Self -leveling polyurethane
"traffic -grade" sealant.
C.Interior Joints: Use nonsag polyurethane sealant, unless otherwise indicated.
1. Wall and Ceiling Joints in Non -Wet Areas: Acrylic emulsion latex sealant.
2. Wall and Ceiling Joints in Wet Areas: Nonsag polyurethane sealant for
continuous liquid immersion.
3. Floor Joints in Wet Areas: Nonsag polyurethane "nontraffic-grade" sealant
suitable for continuous liquid immersion.
4. Joints between Fixtures in Wet Areas and Floors, Walls, and Ceilings:
Mildew -resistant silicone sealant; white.
5. Narrow Control Joints in Interior Concrete Slabs: Self -leveling epoxy sealant.
6. Other Floor Joints: Self -leveling polyurethane "traffic -grade" sealant.
D. Interior Wet Areas: restrooms; fixtures in wet areas include plumbing fixtures.
2.02 NONSAG JOINT SEALANTS
A. Non -Staining Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not
expected to withstand continuous water immersion or traffic.
1. Movement Capability: Plus and minus 50 percent, minimum.
2. Non -Staining To Porous Stone: Non -staining to light-colored natural stone
when tested in accordance with ASTM C1248.
3. Dirt Pick -Up: Reduced dirt pick-up compared to other silicone sealants.
4. Color: Match adjacent finished surfaces.
B. Mildew -Resistant Silicone Sealant: ASTM C920, Grade NS, Uses M and A; single
component, mildew resistant; not expected to withstand continuous water
immersion or traffic.
1. Color: Clear.
C. Polyurethane Sealant: ASTM C920, Grade NS, Uses M and A; single or
multicomponent; not expected to withstand continuous water immersion or
traffic.
1. Movement Capability: Plus and minus 25 percent, minimum.
2. Color: Match adjacent finished surfaces.
D. Polyurethane Sealant for Continuous Water Immersion: ASTM C920, Grade NS,
Uses M and A; single or multicomponent; explicitly approved by manufacturer for
continuous water immersion; suitable for traffic exposure when recessed below
traffic surface .
1. Movement Capability: Plus and minus 35 percent, minimum.
2. Color: Match adjacent finished surfaces.
E. Acrylic Emulsion Latex: Water -based; ASTM C834, single component,
non -staining, non -bleeding, non -sagging; not intended for exterior use.
1. Color: Standard colors matching finished surfaces, Type OP (opaque).
F. Non -Curing Butyl Sealant: Solvent -based; ASTM C1311; single component,
nonsag, non -skinning, non -hardening, non -bleeding; vapor -impermeable; intended
for fully concealed applications.
2.03 SELF -LEVELING SEALANTS
A. Self -Leveling Polyurethane Sealant: ASTM C920, Grade P, Uses M and A; single
or multicomponent; explicitly approved by manufacturer for traffic exposure; not
expected to withstand continuous water immersion .
1. Movement Capability: Plus and minus 25 percent, minimum.
2. Color: Gray or match adjacent finish.
B. Self -Leveling Polyurethane Sealant for Continuous Water Immersion:
Polyurethane; ASTM C920, Grade P, Uses M and A; single or multicomponent;
explicitly approved by manufacturer for traffic exposure and continuous water
immersion.
1. Movement Capability: Plus and minus 25 percent, minimum.
2. Color: Gray.
C. Semi -Rigid Self -Leveling Epoxy Joint Filler: Epoxy or epoxy/polyurethane
copolymer; intended for filling cracks and control joints not subject to significant
movement; rigid enough to support concrete edges under traffic.
1. Composition: Multi -component, 100 percent solids by weight.
2. Hardness: Minimum of 85 (Shore A) or 35 (Shore D), when tested in
accordance with ASTM D2240 after 7 days.
3. Color: Match adjacent finished surfaces.
4. Joint Width, Minimum: 1/8 inch.
5. Joint Width, Maximum: 1/4 inch.
2.04 ACCESSORIES
A. Backer Rod: Cylindrical cellular foam rod with surface that sealant will not
adhere to, compatible with specific sealant used, and recommended by backing
and sealant manufacturers for specific application.
B. Backing Tape: Self-adhesive polyethylene tape with surface that sealant will not
adhere to and recommended by tape and sealant manufacturers for specific
application.
C. Joint Cleaner: Non -corrosive and non -staining type, type recommended by
sealant manufacturer; compatible with joint forming materials.
D. Primers: Type recommended by sealant manufacturer to suit application;
non -staining.
3.01 EXAMINATION
A. Verify that joints are ready to receive work.
B. Verify that backing materials are compatible with sealants.
C. Verify that backer rods are of the correct size.
3.02 PREPARATION
A. Remove loose materials and foreign matter that could impair adhesion of
sealant.
B. Clean joints, and prime as necessary, in accordance with manufacturer's
instructions.
C. Perform preparation in accordance with manufacturer's instructions and ASTM
C1193.
D. Mask elements and surfaces adjacent to joints from damage and disfigurement
due to sealant work; be aware that sealant drips and smears may not be
completely removable.
3.03 INSTALLATION
A. Perform work in accordance with sealant manufacturer's requirements for
preparation of surfaces and material installation instructions.
B. Perform installation in accordance with ASTM C1193.
C.Install bond breaker backing tape where backer rod cannot be used.
D.Install sealant free of air pockets, foreign embedded matter, ridges, and sags,
and without getting sealant on adjacent surfaces.
E. Do not install sealant when ambient temperature is outside manufacturer's
recommended temperature range, or will be outside that range during the entire
curing period, unless manufacturer's approval is obtained and instructions are
followed.
F. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove
masking tape immediately after tooling sealant surface.
G. Concrete Floor Joint Filler: After full cure, shave joint filler flush with top of
concrete slab.
3.04 FIELD QUALITY CONTROL
A. Perform field quality control inspection/testing as specified in PART 1 under
QUALITY ASSURANCE article.
B. Remove and replace failed portions of sealants using same materials and
procedures as indicated for original installation.
SECTION 08 1113 -HOLLOW METAL DOORS AND FRAMES
1.01 SUBMITTALS
A. Product Data: Materials and details of design and construction, hardware
locations, reinforcement type and locations, anchorage and fastening methods,
and finishes.
B. Shop Drawings: Details of each opening, showing elevations, glazing, frame
profiles, and any indicated finish requirements.
1.02 QUALITY ASSURANCE
A. Manufacturer Qualifications: Provide hollow metal doors and frames from SDI
Certified manufacturer: www.steeldoor.org/sdicertified.php.
1.03 DELIVERY, STORAGE, AND HANDLING
A. Com I with NAAMM HMMA 840 or ANSI SDI A250.8 SDI-100 in accordance
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with specified requirements.
B. Protect with resilient acka in •avoid humidit build-u under coverin s• revent
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corrosion and adverse effects on factory applied painted finish.
2.01 DESIGN CRITERIA
A. Requirements for Hollow Metal Doors and Frames:
1. Steel used for fabrication of doors and frames shall comply with one or
more of the following requirements; Galvannealed steel conforming to ASTM
A653/A653M, cold -rolled steel conforming to ASTM A1008/A1008M, or
hot -rolled ickled and oiled HRPO steel conformin to ASTM A1011 A1011 M
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Commercial Steel (CS) Type B for each.
2. Accessibility: Comply with ICC A117.1 and ADA Standards.
3. Door Edge Profile: Manufacturers standard for application indicated.
4. Typical Door Face Sheets: Flush.
5. Glazed Lights: Non -removable stops on non -secure side; sizes and
configurations as indicated on drawings. Style: Manufacturers standard.
6. Hardware Preparations, Selections and Locations: Comply with NAAMM HMMA
830 and NAAMM HMMA 831 or BHMA A156.115 and ANSI/SDI A250.8
(SDI-100) in accordance with specified requirements.
B. Combined Requirements: If a particular door and frame unit is indicated to
comply with more than one type of requirement, comply with the specified
requirements for each type; for instance, an exterior door that is also indicated
as being sound -rated must comply with the requirements specified for exterior
doors and for sound -rated doors; where two requirements conflict, comply with
the most stringent.
2.02 HOLLOW METAL DOORS
A. Exterior Doors: Thermally insulated.
1. Based on SDI Standards: ANSI/SDI A250.8 (SDI-100).
a. Level 3 -Extra Heavy-duty.
b. Physical Performance Level A, 1,000,000 cycles; in accordance with
ANSI/SDI A250.4.
c. Model 2 -Seamless.
d. Door Face Metal Thickness: 16 gage, 0.053 inch, minimum.
2. Core Material: Manufacturers standard core material/construction and in
compliance with requirements.
3. Door Thermal Resistance: R-Value of 2.5.
4. Door Thickness: 1-3/4 inch, nominal.
5. Top Closures for Outswinging Doors: Flush with top of faces and edges.
6. Weatherstripping: Refer to Section 08 7100.
7. Door Finish: Factory primed and field finished.
B.Interior Doors, Non -Fire Rated:
1. Based on SDI Standards: ANSI/SDI A250.8 (SDI-100).
a. Level 2 -Heavy-duty.
b. Physical Performance Level B, 500,000 cycles; in accordance with
ANSI/SDI A250.4.
c. Model 1 -Full Flush.
d. Door Face Metal Thickness: 18 gage, 0.042 inch, minimum.
2. Door Thickness: 1-3/4 inch, nominal.
3. Door Finish: Factory primed and field finished.
C. Fire -Rated Doors:
1. Based on SDI Standards: ANSI/SDI A250.8 (SDI-100).
a. Level 2 -Heavy-duty.
b. Physical Performance Level B, 500,000 cycles; in accordance with
ANSI/SDI A250.4.
c. Model 1 -Full Flush.
d. Door Face Metal Thickness: 18 gage, 0.042 inch, minimum.
2. Fire Rating: As indicated on drawings, tested in accordance with UL 10C and
NFPA 252 ("positive pressure fire tests").
a. Provide units listed and labeled by UL (DIR) or ITS (DIR).
b. Attach fire rating label to each fire rated unit.
c. Smoke and Draft Control Doors (as indicated on drawings):
Self -closing or automatic closing doors in accordance with NFPA 80
and NFPA 105, with fire -resistance -rated wall construction rated the
same or greater than the fire -rated doors, and the following;
1) Maximum Air Leakage: 3.0 cfm/sq ft of door opening at 0.10 inch
w.g. pressure, when tested in accordance with UL 1784 at both ambient
and elevated temperatures.
2) Gasketing: Provide gasketing or edge sealing as necessary to achieve
leakage limit.
3) Label: Include the "S" label on fire -rating label of door.
3. Door Thickness: 1-3/4 inch, nominal.
4. Door Finish: Factory primed and field finished.
2.03 HOLLOW METAL FRAMES
A. Comply with standards and/or custom guidelines as indicated for corresponding
door in accordance with applicable door frame requirements.
B. Frame Finish: Factory primed and field finished.
C. Exterior Door Frames: Face welded type.
1. Galvanizing: Components hot -dipped zinc -iron alloy -coated (galvannealed) in
accordance with ASTM A653/A653M, with A40/ZF120 coating.
2. Frame Metal Thickness: 16 gage, 0.053 inch, minimum.
3. Weatherstripping: Separate, see Section 08 7100.
D.Interior Door Frames, Non -Fire Rated: Knock -down type.
1. Frame Metal Thickness: 16 gage, 0.053 inch, minimum.
E. Door Frames, Fire -Rated: Knock -down type.
1. Fire Rating: Same as door, labeled.
2. Frame Metal Thickness: 16 gage, 0.053 inch, minimum.
F. Frames for Wood Doors: Comply with frame requirements in accordance with
corresponding door.
G. Provide mortar guard boxes for hardware cut-outs in frames to be installed in
masonry or to be grouted.
H. Frames in Masonry Walls: Size to suit masonry coursing with head member 4
inch high to fill opening without cutting masonry units.
I. Frames Wider than 48 inches: Reinforce with steel channel fitted tightly into
frame head, flush with top.
2.04 FINISHES
A. Primer: Rust -inhibiting, complying with ANSI/SDI A250.10, door manufacturer's
standard.
B. Bituminous Coating: Asphalt emulsion or other high -build, water-resistant,
resilient coating.
2.05 ACCESSORIES
A. Louvers: Roll formed steel with overlapping frame; finish same as door
components; factory -installed.
1. In Fire -Rated Doors: UL (DIR) or ITS (DIR) listed fusible link louver, same
rating as door.
2. Style: Standard straight slat blade.
3. Louver Free Area: 50 percent.
4. Fasteners: Concealed fasteners.
B. Glazing: As specified in Section 08 8000, factory installed.
C. Removable Stops: Formed sheet steel, mitered corners; prepared for countersink
style tamper proof screws.
D. Astragals for Double Doors: Specified in Section 08 7100.
1. Exterior Doors: 14GA Galvanized Steel, Flat.
E. Grout for Frames: Portland cement grout with maximum 4 inch slump for hand
troweling; thinner pumpable grout is prohibited.
F. Silencers: Resilient rubber or vinyl, fitted into drilled hole; provide three on
strike side of single door, three on center mullion of pairs, and two on head of
pairs without center mullions.
G. Temporary Frame Spreaders: Provide for factory- or shop -assembled frames.
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that opening sizes and tolerances are acceptable.
C. Verify that finished walls are in plane to ensure proper door alignment.
3.02 PREPARATION
A. Coat inside of frames to be installed in masonry or to be grouted, with
bituminous coating, prior to installation.
3.03 INSTALLATION
A. Install doors and frames in accordance with manufacturer's instructions and
related requirements of specified door and frame standards or custom guidelines
indicated.
B.Install fire rated units in accordance with NFPA 80.
C. Coordinate frame anchor placement with wall construction.
D. Grout frames in masonry construction, using hand trowel methods; brace frames
so that pressure of grout before setting will not deform frames.
E. Install door hardware as specified in Section 08 7100.
F. Coordinate installation of electrical connections to electrical hardware items.
3.04 TOLERANCES
A. Clearances Between Door and Frame: Comply with related requirements of
specified frame standards or custom guidelines indicated in accordance with SDI
117 or NAAMM HMMA 861.
B. Maximum Diagonal Distortion: 1/16 inch measured with straight edge, corner to
corner.
SECTION 08 1416 -FLUSH WOOD DOORS
1.01 SUBMITTALS
A. Product Data: Indicate door core materials and construction; veneer species,
type and characteristics.
B. Shop Drawings: Show doors and frames, elevations, sizes, types, swings,
undercuts, beveling, blocking for hardware, factory machining, factory finishing,
cutouts for glazing and other details.
C. Samples: Submit two samples of door veneer, 4x4 inch in size illustrating wood
grain, stain color, and sheen.
1.02 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products
specified in this section with minimum three years of experience.
B. Installed Fire Rated Door and Transom Panel Assembly: Conform to NFPA 80 for
fire rated class as scheduled.
1.03 DELIVERY, STORAGE, AND HANDLING
A. Package, deliver and store doors in accordance with specified quality standard.
B. Accept doors on site in manufacturer's packaging. Inspect for damage.
C. Protect doors with resilient packaging. Do not store in damp or wet areas; or in
areas where sunlight might bleach veneer. Seal top and bottom edges with
tinted sealer if stored more than one week. Break seal on site to permit
ventilation.
1.04 WARRANTY
A. Interior Doors: Provide manufacturer's warranty. Interior Hollow Core Doors: One
(1) year. Interior Solid Core Doors: Life of installation.
B. Include coverage for delamination of veneer, warping beyond specified installation
tolerances, defective materials, and telegraphing core construction.
2.01 DOORS AND PANELS
A. All Doors: See drawings for locations and additional requirements.
1. Quality Level: Custom Grade, in accordance with AWI/AWMAC/WI Architectural
Woodwork Standards.
2. Wood Veneer Faced Doors: 5-ply or 7-ply unless otherwise indicated.
B. Interior Doors: 1-3/4 inches thick unless otherwise indicated; flush construction.
Fire Rated Doors: Tested to ratings indicated on drawings in accordance with
NFPA 252, UL 10B, or UBC Standard 7-2-94 ("neutral pressure"); UL or WH
(ITS) labeled without any visible seals when door is closed.
2.02 DOOR AND PANEL CORES
A. Non -Rated Solid Core and 20 Minute Rated Doors: Type particleboard core (PC),
plies and faces as indicated above.
B. Fire Rated Doors: Mineral core, Type FD, plies and faces as indicated above;
with core blocking as required to provide adequate anchorage of hardware
without through -bolting.
C. Hollow Core Doors: Type Institutional (IHC/PIRG); plies and faces as indicated
above.
2.03 DOOR FACINGS
A. Wood Veneer Facing for Transparent Finish: Species as scheduled on the
drawings, veneer grade as specified by quality standard, plain sliced, book
veneer match, running assembly match; unless otherwise indicated.
1. Vertical Edges: Any option allowed by quality standard for grade.
2. Pairs: Pair match each pair; set match pairs within 10 feet of each other
when doors are closed.
B. Veneer Facing for Opaque Finish: Any material allowed by quality standard.
2.04 ACCESSORIES
A. Wood Louvers:
1. Material and Finish: Species to match the door facing.
2. Louver Blade: Flush louver.
3. Louver Free Area: As indicated on mechanical drawings.
B. Metal Louvers: As specified in Mechanical Documents.
C. Glazing Stops: Wood, of same species as door facing, mitered corners; prepared
for countersink style screws.
D. Astragals for Fire Rated Double Doors: Steel, shape as required to accomplish
fire rating.
2.05 DOOR CONSTRUCTION
A. Fabricate doors in accordance with door quality standard specified.
B. Cores Constructed with stiles and rails:
1. Provide solid blocks at lock edge and top of door for closer for hardware
reinforcement.
a. Provide solid blocking for other throughbolted hardware.
C. Where supplementary protective edge trim is required, install trim after veneer
facing has been applied full -width.
D. Factory machine doors for hardware other than surface -mounted hardware, in
accordance with hardware requirements and dimensions.
E. Factory fit doors for frame opening dimensions identified on shop drawings, with
edge clearances in accordance with specified quality standard.
1. Exception: Doors to be field finished.
F. Provide edge clearances in accordance with the quality standard specified.
2.06 FACTORY FINISHING -WOOD VENEER DOORS
A. Finish work in accordance with AWI/AWMAC/WI Architectural Woodwork Standards,
Section 5 -Finishing for Grade specified and as follows:
1. Transparent:
a. System - 12, Polyurethane, Water -based.
b. Stain: As indicated on drawings.
c. Sheen: As indicated in drawings.
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that 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 manufacturer's instructions and specified quality
standard. Install fire -rated doors in accordance with NFPA 80 requirements.
B. Factory -Finished and Fire Rated Doors: Do not field cut or trim; if fit or
clearance is not correct, replace door.
C. Field -Finished Doors: Trimming to fit is acceptable.
1. Adjust width of non rated doors by cutting equally on both jamb edges.
2. Trim maximum of 3/4 inch off bottom edges.
3. Trim fire -rated doors in strict compliance with fire rating limitations.
D. Use machine tools to cut or drill for hardware.
E. Coordinate installation of doors with installation of frames and hardware.
F. Coordinate installation of glazing.
G.Install door louvers plumb and level.
H. Adjust doors for smooth and balanced door movement.
3.03 TOLERANCES
A. Conform to specified quality standard for fit and clearance tolerances.
B. Conform to specified quality standard for telegraphing, warp, and squareness.
SECTION 08 7100 -DOOR HARDWARE
1.01 ADMINISTRATIVE REQUIREMENTS
A. Coordinate the manufacture, fabrication, and installation of products onto which
door hardware will be installed.
B. Furnish templates for door and frame preparation to manufacturers and
fabricators of products requiring internal reinforcement for door hardware.
C. Convey Owner's keying requirements to manufacturers.
1.02 SUBMITTALS
A. Product Data: Manufacturer's catalog literature for each type of hardware,
marked to clearly show products to be furnished for this project.
B. Hardware Schedule: Detailed listing of each item of hardware to be installed on
each door. Use door numbering scheme as included in the Contract Documents.
Identify electrically operated items and include power requirements.
C. Keying Schedule: Submit for approval of Owner.
D. Keys: Deliver with identifying tags to Owner by security shipment direct from
hardware supplier.
1.03 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products
specified in this section with minimum three years of experience.
B. Hardware Supplier Personnel: Employ an Architectural Hardware Consultant (ARC)
to assist in the work of this section.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Package hardware items individually; label and identify each package with door
opening code to match hardware schedule.
1.05 WARRANTY
A. Grade 1: Provide 10 year warranty for door closers.
2.01 DOOR HARDWARE -GENERAL
A. Provide all hardware specified or required to make doors fully functional,
compliant with applicable codes, and secure to the extent indicated.
B. Provide all items of a single type of the same model by the same
manufacturer.
C. Provide products that comply with the following:
1. Applicable provisions of federal, state, and local codes.
2. ADA Standards for Accessible Design.
3. ANSI/ICC A117.1, American National Standard for Accessible and Usable
Buildings and Facilities.
4. Applicable provisions of NFPA 101, Life Safety Code.
5. Fire -Rated Doors: NFPA 80.
6. All Hardware on Fire -Rated Doors: Listed and classified by UL as suitable for
the purpose specified and indicated.
7. Hardware for Smoke and Draft Control Doors: Provide hardware that enables
door assembly to comply with air leakage requirements of the applicable
code.
8. Products Re uirin Electrical Connection: Listed and classified b UL as
q 9 Y
suitable for the purpose specified and indicated.
D. Function: Lock and latch function numbers and descriptions of manufactures
series as as shown on the drawings.
E. Electrically Operated and/or Controlled Hardware: Provide all power supplies,
power transfer hinges, relays, and interfaces required for proper operation;
provide wiring between hardware and control components and to building power
connection.
F. Finishes: Identified in schedule.
2.02 HINGES
A. Hinges: Provide hinges on every swinging door.
1. Provide five -knuckle full mortise butt hinges unless otherwise indicated.
2. Provide ball -bearing hinges at All doors unless otherwise indicated.
3. Provide hinges in the quantities indicated.
4. Provide non -removable pins on exterior outswinging doors.
5. Where electrified hardware is mounted in door leaf, provide power transfer
hinges.
B. Butt Hinges: Comply with BHMA A156.1 and A156.7; heavy weight, unless
otherwise indicated. Provide hinge width required to clear surrounding trim.
C. Quantity of Hinges Per Door:
1. Doors From 60 inches High up to 90 inches High: Three hinges.
2. Doors 90 inches High up to 120 inches High: Four hinges.
2.03 PUSH/PULLS
A. Push/Pulls: Comply with BHMA A156.6. On solid doors, provide matching push
plate and pull plate on opposite faces.
2.04 LOCKS AND LATCHES
A. Locks: Provide a lock for every door, unless specifically indicated as not
requiring locking.
1. Hardware Schedule indicates locking functions required for each door.
2. Trim: Provide lever handle or pull trim on outside of all locks unless
specifically stated to have no outside trim.
3. Lock Cylinders: Provide key access on outside of all locks unless specifically
stated to have no locking or no outside trim.
B. Lock Cylinders: Manufacturer's standard tumbler type, seven -pin interchangeable
core. Provide cams and/or tailpieces as required for locking devices required.
C. Keying: System as directed by Owner.
1. Include construction keying.
2. Coordinate to existing keying system where one already exists.
3. When providing keying information, comply with DHI Handbook "Keying systems
and nomenclature".
2.05 CYLINDRICAL LOCKSETS
A. Locking Functions: As defined in BHMA A156.2, and as follows:
1. Passage: No locking, always free entry and exit.
2. Privacy: F76, emergency tool unlocks.
3.Office: F82 Grade 1, key not required to lock, unlocks upon exit.
4. Store Room: F86, key required to lock, may not be left unlocked.
2.06 EXIT DEVICES
A. Locking Functions: Functions as defined in BHMA A156.3.
2.07 CLOSERS
A. Closers: Complying with BHMA A156.4.
1. Provide surface -mounted, door -mounted closers unless otherwise indicated.
2. Provide a door closer on every exterior door.
3. Provide a door closer on every fire- and smoke -rated door. Spring hinges
are not an acceptable self -closing device unless specifically so indicated.
4.On pairs of swinging doors, if an overlapping astragal is present, provide
coordinator to ensure the leaves close in proper order.
5. At corridors, locate door -mounted closer on room side of door.
6. At outswinging exterior doors, mount closer in inside of door.
2.08 STOPS AND HOLDERS
A. Stops: Complying with BHMA A156.8; provide a stop for every swinging door,
unless otherwise indicated. Provide wall stops, unless otherwise indicated.
2.09 GASKETING AND THRESHOLDS
A. Gaskets: Complying with BHMA A156.22.
1. On each door in smoke partition, provide smoke gaskets; top, sides, and
meeting stile of pairs. If fire/smoke partitions are not indicated on drawings,
provide smoke gaskets on each door identified as a "smoke door" and
20-minute rated fire doors.
2. On each exterior door, provide weatherstripping gaskets, unless otherwise
indicated; top, sides, and meeting stiles of pairs.
a. Where exterior door is also required to have fire or smoke rating,
provide gaskets functioning as both smoke and weather seals.
3.On each exterior door, provide door bottom sweep, unless otherwise indicated.
B. Thresholds:
1. At each exterior door, provide a threshold unless otherwise indicated.
2. Field cut threshold to frame for tight fit.
C. Fasteners At Exterior Locations: Non -corroding.
2.10 PROTECTION PLATES AND ARCHITECTURAL TRIM
A. Drip Guard: Provide projecting drip guard over all exterior doors unless they are
under a projecting roof or canopy.
2.11 KEY CONTROLS
A. Fire Department Lock Box: Heavy-duty, surface mounted, solid stainless -steel
box with hinged door and interior gasket seal; single drill resistant lock with
dust covers and tamper alarm.
1. Capacity: Holds 2 keys.
2. Finish: Manufacturer's standard black.
3.01 EXAMINATION
A. Verify that doors and frames are ready to receive work; labeled, fire -rated
doors and frames are present and properly installed, and dimensions are as
instructed by the manufacturer.
3.02 INSTALLATION
A. Install hardware in accordance with manufacturer's instructions and applicable
codes.
B. Use templates provided by hardware item manufacturer.
C. Do not install surface mounted items until finishes applied to substrate are
complete.
D.Install hardware on fire -rated doors and frames in accordance with code and
NFPA 80.
E. Mounting heights for hardware from finished floor to center line of hardware
item:
1. For steel doors and frames: Comply with DHI "Recommended Locations for
Architectural Hardware for Steel Doors and Frames."
2. For wood doors: Comply with DHI "Recommended Locations for Architectural
Hardware for Wood Flush Doors."
F. Adjust hardware for smooth operation.
G. Adjust gasketing for complete, continuous seal; replace if unable to make
complete seal.
H. Adjust door closers for full door closure and to meet accessibility provisions of
ANSI A117.1
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SECTION 09 2116 -GYPSUM BOARD ASSEMBLIES
1.01 SECTION INCLUDES
A. Performance criteria for gypsum board assemblies.
B. Metal stud wall framing.
C. Metal channel ceiling framing.
D. Acoustic insulation.
E. Gypsum sheathing.
F. Backing board.
G. Gypsum wallboard.
H. Joint treatment and accessories.
1.02 SUBMITTALS
A. Product Data: Provide data on metal framing, gypsum board, accessories, and
joint finishing system.
B. Product Data: Provide manufacturer's data on partition head to structure
connectors, showing compliance with requirements.
1.03 QUALITY ASSURANCE
A. Installer Qualifications: Company specializing in performing gypsum board
installation and finishing, with minimum five years of experience.
2.01 GYPSUM BOARD ASSEMBLIES
A. Provide completed assemblies complying with ASTM C840 and GA-216.
B. Fire Rated Assemblies: Provide completed assemblies with the following
characteristics:
1. UL Assembly Numbers: Provide construction equivalent to that listed for the
particular assembly in the current UL (FRD).
2.02 METAL FRAMING MATERIALS
A. Non-Loadbearing Framing System Components: ASTM C645; galvanized sheet
steel, of size and properties necessary to comply with ASTM C754 for the
spacing indicated, with maximum deflection of wall framing of L/240 at 5 psf.
The use of equivalent gauge stud sizing criteria is prohibited.
1. Studs: "C" shaped with flat or formed webs with knurled faces.
2. Runners: U shaped, sized to match studs.
3. Ceiling Channels: C-shaped.
4. Furring: Hat -shaped sections, minimum depth of 7/8 inch.
5. Resilient Furring Channels: 1/2 inch depth, for attachment to substrate
through one leg only.
B. Ceiling Hangers: Type and size as specified in ASTM C754 for spacing required.
C. Partition Head to Structure Connections: Provide mechanical anchorage devices
that accommodate deflection using slotted holes, screws and anti -friction
bushings, preventing rotation of studs while maintaining structural performance
of partition.
1. Structural Performance: Maintain lateral load resistance and vertical
movement capacity required by applicable code, when evaluated in accordance
with AISI S100-12.
2. Material: ASTM A653/A653M steel sheet, SS Grade 50/340, with G60/Z180
hot dipped galvanized coating.
D. Sheet Metal Backing: 0.043 inch thick, galvanized, 6" wide.
2.03 BOARD MATERIALS
A. Gypsum Wallboard: Paper -faced gypsum panels as defined in ASTM
C1396/C1396M; sizes to minimize joints in place; ends square cut.
1. Application: Use for vertical surfaces, unless otherwise indicated.
2. Mold Resistance: Score of 10, when tested in accordance with ASTM D3273.
a. Mold -resistant board is required whenever board is being installed before
the building is enclosed and conditioned.
b. Mold resistant board is required in toilet room and janitor closet walls and
where indicated in drawings.
3. At Assemblies Indicated with Fire -Rating: Use type required by indicated
tested assembly; if no tested assembly is indicated, use Type X board, UL or
WH listed.
4. Thickness:
a. Vertical Surfaces: 5/8 inch unless otherwise indicated or required by
tested assembly.
B. Backing Board For Wet Areas:
1. Application: Surfaces wet areas including break room sink wall, toilet rooms
and janitor rooms.
2. ANSI Cement -Based Board: Non -gypsum -based; aggregated Portland cement
panels with glass fiber mesh embedded in front and back surfaces complying
with ANSI A118.9 or ASTM C1325.
a. Thickness: 1 /2 inch.
3. Glass Mat Faced Board: Coated glass mat water-resistant gypsum backing
panel as defined in ASTM C1178/C1178M.
a. Fire Resistant Type: Type X core, thickness 5/8 inch.
C. Backing Board For Non -Wet Areas: Water-resistant gypsum backing board as
defined in ASTM C1396/C1396M; sizes to minimum joints in place; ends square
cut.
1. Application: Vertical surfaces behind thinset tile, except in wet areas.
2. Type X Thickness: 5/8 inch.
3. Edges: Tapered.
D. Ceiling Board: Special sag resistant gypsum ceiling board as defined in ASTM
C1396/C1396M; sizes to minimize joints in place; ends square cut.
1. Application: Ceilings, unless otherwise indicated.
2. Thickness: 1/2 inch, unless otherwise indicated.
3. Edges: Tapered.
E. Exterior Sheathing Board: Sizes to minimize joints in place; ends square cut.
1. Application: Exterior sheathing, unless otherwise indicated.
2. Glass Mat Faced Sheathing: Glass mat faced gypsum substrate as defined in
ASTM C1177/C1177M.
3. Regular Board Thickness: 5/8 inch unless otherwise indicated.
4. Edges: Square.
F. Exterior Soffit Board: Exterior gypsum soffit board as defined in ASTM
C1396/C1396M; sizes to minimize joints in place; ends square cut.
1. Application: Ceilings and soffits in protected exterior areas, unless otherwise
indicated.
2. At Assemblies Indicated with Fire -Rating: Use type required by indicated
tested assembly; if no tested assembly is indicated, use Type X.
3. Regular Type Thickness: 1/2 inch, unless otherwise indicated.
4. Edges: Tapered.
2.04 ACCESSORIES
A. Acoustic Insulation: ASTM C665; Rockwool Safe'N'Sound. Thickness: 3 inch or
as indicated for wall type.
B. Water -Resistive Barrier: As specified in Section 07 2500.
C. Finishing Accessories: ASTM C1047, galvanized steel or rolled zinc, unless noted
otherwise.
1. Types: As detailed or required for finished appearance.
2. Special Shapes: In addition to conventional corner bead and control joints,
provide U-bead at exposed panel edges.
D. Joint Materials: ASTM C475/C475M and as recommended by gypsum board
manufacturer for project conditions.
1. Tape: 2 inch wide, coated glass fiber tape for joints and corners, except as
otherwise indicated.
2. Tape: 2 inch wide, creased paper tape for joints and corners, except as
otherwise indicated.
3. Ready -mixed vinyl -based joint compound.
4. Powder -type vinyl -based joint compound.
5. Chemical hardening type compound.
E. High Build Drywall Surfacer: Vinyl acrylic latex -based coating for spray
application, designed to take the place of skim coating and separate paint
primer in achieving Level 5 finish.
F. Screws for Fastening of Gypsum Panel Products to Cold -Formed Steel Studs
Less than 0.033 inch in Thickness and Wood Members: ASTM C1002;
self -piercing tapping screws, corrosion resistant.
G. Screws for Fastening of Gypsum Panel Products to Steel Members from 0.033
to 0.112 inch in Thickness: ASTM C954; steel drill screws, corrosion resistant.
H. Anchorage to Substrate: Tie wire, nails, screws, and other metal supports, of
t e and size to suit a lication• to ri idl secure materials in lace.
YP PP � 9 Y P
I. Exterior Soffit Vents: One piece, perforated, ASTM 8221 6063 T5 alloy aluminum,
with edge suitable for direct application to gypsum board and manufactured
especially for soffit application. Provide continuous vent.
3.01 EXAMINATION
A. Verify that project conditions are appropriate for work of this section to
commence.
3.02 FRAMING INSTALLATION
A. Metal Framing: Install in accordance with ASTM C754 and manufacturer's
instructions.
B. Suspended Ceilings and Soffits: Space framing and furring members as
permitted by standard.
1. Laterally brace entire suspension system.
2.Install bracing as required at exterior locations to resist wind uplift.
C. Studs: Space studs at 16 inches on center.
1. Extend partition framing to height indicated on drawings.
2. Partitions Terminating at Ceiling: Attach ceiling runner securely to ceiling
track in accordance with manufacturer's instructions.
3. Partitions Penetrating Ceiling, not Terminating at Structure: Brace top track
securely to structure at 48 inches on center, unless otherwise indicated.
4. Partitions Terminating at Structure: Attach top runner to structure, maintain
clearance between top of studs and structure, and connect studs to track
using specified mechanical devices in accordance with manufacturer's
instructions; verify free movement of top of stud connections; do not leave
studs unattached to track.
D. Openings: Reinforce openings as required for weight of doors or operable
panels, using not less than double studs at jambs.
E. Standard Wall Furring: Install at concrete and masonry walls scheduled to
receive gypsum board, not more than 4 inches from floor and ceiling lines and
abutting walls. Secure in place on alternate channel flanges at maximum 24
inches on center.
1.Orientation: Vertical.
2. Spacing: As indicated.
F. Blocking: Use sheet metal backing secured to studs. Provide blocking for
support of wall cabinets, toilet accessories, hardware, opening frames, and other
wall mounted items requiring secure attachment.
1. Use wood blocking secured to studs for plumbing fixtures, toilet partitions,
grab bars, handrails and other items indicated on the drawings to be
supported with wood blocking.
3.03 ACOUSTIC ACCESSORIES INSTALLATION
A. Acoustic Insulation: Place tightly within spaces, around cut openings, behind and
around electrical and mechanical items within partitions, and tight to items
passing through partitions.
3.04 BOARD INSTALLATION
A. Comply with ASTM C840, GA-216, and manufacturer's instructions. Install to
minimize butt end joints, especially in highly visible locations.
B. Single -Layer Non -Rated: Install gypsum board perpendicular to framing, with
ends and edges occurring over firm bearing.
1. Exception: Tapered edges to receive joint treatment at right angles to
framing.
C. Double -Layer Non -Rated: Use gypsum board for first layer, placed parallel to
framing or furring members, with ends and edges occurring over firm bearing.
Use glass mat faced gypsum board at exterior walls and at other locations as
indicated. Place second layer perpendicular to framing or furring members.
Offset joints of second layer from joints of first layer.
D. Fire -Rated Construction: Install gypsum board in strict compliance with
requirements of assembly listing.
E. Exterior Sheathing: Comply with ASTM C1280. Install sheathing vertically, with
edges butted tight and ends occurring over firm bearing.
F. Exterior Soffits: Install exterior soffit board perpendicular to framing, with
staggered end joints over framing members or other solid backing.
G. Cementitious Backing Board: Install over steel framing members and wood
framing members where indicated, in accordance with ANSI A108.11 and
manufacturer's instructions.
H.Installation on Metal Framing: Use screws for attachment of gypsum board
except face layer of non -rated double -layer assemblies, which may be installed
by means of adhesive lamination.
I. Installation on Wood Framing: For rated assemblies, comply with requirements
of listing authority. For non -rated assemblies, install as follows:
1. Single -Layer Applications: Screw attachment.
J. Curved Surfaces: Apply gypsum board to curved substrates in accordance with
GA-226.
K. Moisture Protection: Treat cut edges and holes in moisture resistant gypsum
board and exterior gypsum soffit board with sealant.
3.05 INSTALLATION OF TRIM AND ACCESSORIES
A. Control Joints: Place control joints consistent with lines of building spaces and
as follows:
1. Space in accordance with ASTM C840 and as indicated.
2. Not more than 30 feet apart on walls and ceilings over 50 feet long.
3. At exterior soffits, not more than 30 feet apart in both directions.
4. Where partition, wall or ceiling traverses a construction joint (expansion,
seismic, or building control element) in the base building structure.
5. Where floor supported partition adjoins ceiling supported structures.
B. Corner Beads: Install at external corners, using longest practical lengths.
C. Edge Trim: Install at locations where gypsum board abuts dissimilar materials.
D. Exterior Soffit Vents: Install according to manufacturer's written instructions and
in locations indicated on the drawings. Provide vent area specified.
3.06 JOINT TREATMENT
A. Glass Mat Faced Gypsum Board and Exterior Glass Mat Faced Sheathing: Use
fiberglass joint tape, bedded and finished with chemical hardening type joint
compound.
B. Paper Faced Gypsum Board: Use paper joint tape, bedded with ready -mixed
vinyl or powder -type vinyl for interior applications, and chemical hardening type
for exterior or wet locations, and finished with matching joint compound.
C. Finish gypsum board in accordance with levels defined in ASTM C840, as follows:
1. Level 5: Walls and ceilings to receive semi -gloss or gloss paint finish and
other areas specifically indicated.
2. Level 4: Walls and ceilings to receive paint finish or wall coverings, unless
otherwise indicated.
3. Level 3: Walls to receive textured wall finish.
4. Level 2: In utility areas, behind cabinetry, and on backing board to receive
the finish.
5. Level 1: Wall areas above finished ceilings, whether or not accessible in the
completed construction.
D. Tape, fill, and sand exposed joints, edges, and corners to produce smooth
surface ready to receive finishes.
1. Feather coats of joint compound so that camber is maximum 1/32 inch.
E. Where Level 5 finish is indicated, spray apply high build drywall surfacer over
entire surface after joints have been properly treated; achieve a flat and tool
mark -free finish.
F. Fill and finish joints and corners of cementitious backing board as recommended
by manufacturer.
3.07 TOLERANCES
A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8
inch in 10 feet in any direction.
SECTION 09 5100 -ACOUSTICAL CEILINGS
1.01 ADMINISTRATIVE REQUIREMENTS
A. Sequence work to ensure acoustical ceilings are not installed until building is
enclosed, sufficient heat is provided, dust generating activities have terminated,
and overhead work is completed, tested, and approved.
B. Do not install acoustical units until after interior wet work is dry.
1.02 SUBMITTALS
A. Product Data: Provide data on suspension system components and acoustical
units.
B. Maintenance Materials: Furnish the following for Owner's use in maintenance of
project.
1. See Section 01 -Product Requirements, for additional provisions.
2. Extra Acoustical Units: Quantity equal to 5 percent of total installed.
1.03 QUALITY ASSURANCE
A. Fire -Resistive Assemblies: Complete assembly listed and classified by UL for the
fire resistance indicated.
B. Installer Qualifications: Company specializing in the installation of the products
specified in this section with minimum three years experience.
1.04 FIELD CONDITIONS
A. Maintain uniform temperature of minimum 60 degrees F, and maximum humidity
of 40 percent prior to, during, and after acoustical unit installation.
2.01 ACOUSTICAL UNITS
A. Acoustical Units -General: ASTM E 1264, Class A. Refer to drawings for
products. Units for Installation in Fire -Rated Suspension System: Listed and
classified for the fire -resistive assembly the suspension system is a part of.
2.02 SUSPENSION SYSTEMS)
A. Manufacturers: Same as for acoustical units or acceptable by the acoustical unit
manufacurer.
B. Suspension Systems -General: Complying with ASTM C635/C635M; die cut and
interlocking components, with stabilizer bars, clips, splices, perimeter moldings,
and hold down clips as required.
2.03 ACCESSORIES
A. Support Channels and Hangers: Galvanized steel; size and type to suit
application, seismic requirements, and ceiling system flatness requirement
specified.
B. Perimeter Moldings: Same material and finish as grid.
C. Touch-up Paint: Type and color to match acoustical and grid units.
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that layout of hangers will not interfere with other work.
3.02 INSTALLATION -SUSPENSION SYSTEM
A. Install suspension system in accordance with ASTM C636/C636M, ASTM
E580/E580M, and manufacturer's instructions and as supplemented in this
section.
B. Rigidly secure system, including integral mechanical and electrical components,
for maximum deflection of 1:360.
C. Lay out system to a balanced grid design with edge units no less than 50
percent of acoustical unit size, unless otherwise indicated on drawings.
D. Install after major above -ceiling work is complete. Coordinate the location of
hangers with other work.
E. Hang suspension system independent of walls, columns, ducts, pipes and
conduit. Where carrying members are spliced, avoid visible displacement of face
plane of adjacent members.
F. Where ducts or other equipment prevent the regular spacing of hangers,
reinforce the nearest affected hangers and related carrying channels to span
the extra distance.
G. Do not support components on main runners or cross runners if weight causes
total dead load to exceed deflection capability.
H. Support fixture loads using supplementary hangers located within 6 inches of
each corner, or support components independently.
I. Do not eccentrically load system or induce rotation of runners.
J. Perimeter Molding: Install at intersection of ceiling and vertical surfaces and at
junctions with other interruptions. Use longest practical lengths. Overlap and
rivet corners.
3.03 INSTALLATION -ACOUSTICAL UNITS
A. Install acoustical units in accordance with manufacturer's instructions.
B. Fit acoustical units in place, free from damaged edges or other defects
detrimental to appearance and function.
C. Fit border trim neatly against abutting surfaces.
D. Install units after above -ceiling work is complete.
E. Install acoustical units level, in uniform plane, and free from twist, warp, and
dents.
F. Cutting Acoustical Units: Make field cut edges of same profile as factory edges.
Double cut and field paint exposed reveal edges.
G. Where round obstructions occur, provide preformed closures to match perimeter
molding.
H. For rated ceiling assemblies, install hold-down clips on each panel to retain
panels tight to grid system; comply with fire rating requirements.
I. Install hold-down clips on panels in entrance vestibules, within 20 ft of an
exterior door, and where indicated.
3.04 TOLERANCES
A. Maximum Variation from Flat and Level Surface: 1 /8 inch in 10 feet.
B. Maximum Variation from Plumb of Grid Members Caused by Eccentric Loads: 2
degrees.
SECTION 09 6500 -RESILIENT FLOORING
1.01 SUBMITTALS
A. Product Data: Provide data on specified products, describing physical and
performance characteristics; including sizes, patterns and colors available; and
installation instructions.
B. Certification: Prior to installation of flooring, submit written certification by
flooring manufacturer and adhesive manufacturer that condition of sub -floor is
acceptable.
C. Maintenance Materials: Furnish the following for Owner's use in maintenance of
project.
1. See Section 01 6000 -Product Requirements, for additional provisions.
2. Extra Flooring Material: 12 square feet of each type and color.
3. Extra Wall Base: Eight linear feet of each type and color.
1.02 FIELD CONDITIONS
A. Store materials for not less than 48 hours prior to installation in area of
installation at a temperature of 70 degrees F to achieve temperature stability.
Thereafter, maintain conditions above 55 degrees F.
2.01 TILE FLOORING
A. Vinyl Composition Tile: Homogeneous, with color extending throughout thickness,
and:
1. Minimum Requirements: Comply with ASTM F1066, of Class corresponding to
type specified.
2. Size: 12 x 12 inch.
3. Thickness: 0.125 inch.
4. Pattern &Color: as indicated on the drawings.
2.02 RESILIENT BASE
A. Resilient Base: ASTM F1861, Type TV, vinyl, thermoplastic; top set style and
color as scheduled on the drawings, and as follows:
1. Height, Color, and Finish: As scheduled on the drawings.
2. Thickness: 0.125 inch thick.
3. Length: Roll.
4. Accessories: Premolded external corners.
2.03 ACCESSORIES
A. Subfloor Filler: White premix latex; type recommended by adhesive material
manufacturer.
B. Primers, Adhesives, and Seaming Materials: Waterproof; types recommended by
flooring manufacturer.
1. Provide only products having lower VOC content than allowed by local
regulation.
C. Moldings, Transition and Edge Strips: As scheduled on the drawings.
D. Sealer and Polish: Types recommended by flooring manufacturer.
3.01 EXAMINATION
A. Verify that surfaces are flat to tolerances acceptable to flooring manufacturer,
free of cracks that might telegraph through flooring, clean, dry, and free of
curing compounds, surface hardeners, and other chemicals that might interfere
with bonding of flooring to substrate.
B. Verify that wall surfaces are smooth and flat within the tolerances specified for
that type of work, are dust -free, and are ready to receive resilient base.
C. Cementitious Sub -floor Surfaces: Verify that substrates are dry enough and
ready for resilient flooring installation by testing for moisture and pH.
1. Test in accordance with ASTM F710, including but not limited to Moisture
Vapor Emission and pH.
2. Test Internal Relative Humidity in accordance with ASTM F2170 Procedure A.
3.Obtain instructions if test results are not within limits recommended by
resilient flooring manufacturer and adhesive materials manufacturer.
D. Verify that required floor -mounted utilities are in correct location.
3.02 PREPARATION
A. Prepare floor substrates as recommended by flooring and adhesive
manufacturers and in accordance with ASTM F710.
B. Remove sub -floor ridges and bumps. Fill minor low spots, cracks, joints, holes,
and other defects with sub -floor filler to achieve smooth, flat, hard surface.
C. Prohibit traffic until filler is cured.
D. Clean substrate.
E. Apply primer as required to prevent "bleed -through" or interference with
adhesion by substances that cannot be removed.
3.03 INSTALLATION
A. Starting installation constitutes acceptance of sub -floor conditions.
B.Install in accordance with manufacturer's instructions.
C. Spread only enough adhesive to permit installation of materials before initial set.
D. Fit joints tightly.
E. Set flooring in place, press with heavy roller to attain full adhesion.
F. Where type of floor finish, pattern, or color are different on opposite sides of
door, terminate flooring under centerline of door.
G.Install edge strips or vinyl transition trims at unprotected or exposed edges,
where flooring terminates or abuts other floor finishes, and where indicated.
H. Scribe flooring to walls, columns, cabinets, floor outlets, and other
appurtenances to produce tight joints.
I. Install flooring in recessed floor access covers, maintaining floor pattern.
3.04 TILE FLOORING
A. Mix the from container to ensure shade variations are consistent when the is
placed, unless manufacturer's instructions say otherwise.
3.05 RESILIENT BASE
A. Fit joints tightly and make vertical. Maintain minimum dimension of 18 inches
between joints.
B. Miter internal corners. At external corners, use premolded units. At exposed
ends, use premolded units.
C.Install base on solid backing. Bond tightly to wall and floor surfaces.
D. Scribe and fit to door frames and other interruptions.
3.06 CLEANING
A. Remove excess adhesive from floor, base, and wall surfaces without damage.
B. Clean, seal and polish in accordance with manufacturer's instructions.
3.07 PROTECTION
A. Prohibit traffic on resilient flooring for 48 hours after installation.
SECTION 09 6813 -TILE CARPETING
1.01 SUBMITTALS
A. Product Data: Provide data on specified products, describing physical and
performance characteristics; sizes, patterns, colors available, and method of
installation.
B. Samples: Submit two carpet tiles illustrating color and pattern design for each
carpet color selected.
C. Maintenance Materials: Furnish the following for Owner's use in maintenance of
project.
1. See Section 01 6000 -Product Requirements, for additional provisions.
2. Extra Carpet Tiles: Quantity equal to 5 percent of total installed of each color
and pattern installed.
1.02 QUALITY ASSURANCE
A. Installer Qualifications: Company specializing in installing carpet with minimum 3
years experience.
1.03 FIELD CONDITIONS
A. Store materials in area of installation for minimum period of 24 hours prior to
installation.
2.01 MATERIALS
A. Carpet Tile: As indicated on drawings, manufactured in one color dye lot.
1. Critical Radiant Flux: Minimum of 0.22 watts/sq cm, when tested in
accordance with ASTM E648 or NFPA 253.
2. Surface Flammability Ignition: Pass ASTM D2859 (the "pill test").
2.02 ACCESSORIES
A. Sub -Floor Filler: White premix latex; type recommended by flooring material
manufacturer.
B. Edge Strips: Material and color as selected.
C. Adhesives: Acceptable to carpet the manufacturer, compatible with materials
being adhered; maximum VOC of 50 g/L; CRI Green Label certified; in lieu of
labeled product, independent test report showing compliance is acceptable.
3.01 EXAMINATION
A. Verify that sub -floor surfaces are smooth and flat within tolerances specified
for that type of work and are ready to receive carpet tile.
B. Verify that sub -floor surfaces are dust -free and free of substances that could
impair bonding of adhesive materials to sub -floor surfaces.
C. Cementitious Sub -floor Surfaces: Verify that substrates are dry enough and
ready for flooring installation by testing for moisture and pH.
1. Test in accordance with ASTM F710.
2. Test Internal Relative Humidity in accordance with ASTM F2170 Procedure A.
D. Verify that required floor -mounted utilities are in correct location.
3.02 PREPARATION
A. Prepare floor substrates as recommended by flooring and adhesive
manufacturers.
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. Vacuum clean substrate.
3.03 INSTALLATION
A. Starting installation constitutes acceptance of sub -floor conditions.
B. Install carpet the in accordance with manufacturer's instructions and CRI Carpet
Installation Standard.
C. Blend carpet from different cartons to ensure minimal variation in color match.
D. Cut carpet the clean. Fit carpet tight to intersection with vertical surfaces
without gaps.
E. Lay carpet the in patterns as indicated on drawings.
F. Locate change of color or pattern between rooms under door centerline.
G. Fully adhere carpet the to substrate.
H. Trim carpet the neatly at walls and around interruptions.
I. Complete installation of edge strips, concealing exposed edges.
SECTION 09 9123 -INTERIOR PAINTING
1.01 SECTION INCLUDES
A. Surface preparation.
B. Field a lication of aints stains and varnishes.
PP P
C. Scope: Finish interior surfaces exposed to view, unless fully factory -finished
and unless otherwise indicated, including the following:
1. Prime surfaces to receive wall coverings.
2. Mechanical and Electrical:
a.ln finished areas, paint insulated and exposed pipes, conduit, boxes,
insulated and exposed ducts, hangers, brackets, collars and supports,
mechanical equipment, and electrical equipment, unless otherwise indicated.
b. In finished areas, paint shop -primed items.
D. Do Not Paint or Finish the Following Items:
1. Items factory -finished unless otherwise indicated; materials and products
having factory -applied primers are not considered factory finished.
2. Items indicated to receive other finishes.
3.Items indicated to remain unfinished.
4. Fire rating labels, equipment serial number and capacity labels, bar code
labels, and operating parts of equipment.
5. Floors, unless specifically indicated.
6. Glass.
7. Concealed pipes, ducts, and conduits.
1.02 SUBMITTALS
A. 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").
2. MPI product number (e.g. MPI #47).
3. Cross reference to specified paint systems) product is to be used in; include
description of each system.
B. 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 definitely not required.
C. Maintenance Materials: Furnish the following for Owner's use in maintenance of
project.
1. Extra Paint and Finish Materials: 1 gallon of each color, type, and sheen;
from the same product run, store where directed.
2. Label each container with color, type, texture, and room locations in addition
to the manufacturer's label.
1.04 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products
specified, with minimum three years experience.
B. Applicator Qualifications: Company specializing in performing the type of work
specified with minimum three years experience.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site in sealed and labeled containers; inspect to verify
acceptability.
B. Container Label: Include manufacturer's name, type of paint, brand name, lot
number, brand code, coverage, surface preparation, drying time, cleanup
requirements, color designation, and instructions for mixing and reducing.
C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a
maximum of 90 degrees F, in ventilated area, and as required by
manufacturers instructions.
1.06 FIELD CONDITIONS
A. Do not apply materials when surface and ambient temperatures are outside the
temperature ranges required by the paint product manufacturer.
B. Follow manufacturer's recommended procedures for producing best results,
including testing of substrates, moisture in substrates, and humidity and
temperature limitations.
C. Provide lighting level of 80 ft candles measured mid -height at substrate
surface.
2.01 MANUFACTURERS
A. Provide paints and finishes from the same manufacturer to the greatest extent
possible.
1. Substitution of other products by the same manufacturer is preferred over
substitution of products by a different manufacturer.
2. Substitution of a different paint system using MPI-approved products by the
same manufacturer will be considered.
2.02 PAINTS AND FINISHES -GENERAL
A. Paints and Finishes: Ready mixed, unless intended to be afield -catalyzed
paint.
1. Where MPI paint numbers are specified, provide products listed in Master
Painters Institute Approved Product List, current edition available at
www.paintinfo.com, for specified MPI categories, except as otherwise indicated.
2. 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.
3. Provide materials that are compatible with one another and the substrates
indicated under conditions of service and application, as demonstrated by
manufacturer based on testing and field experience.
4. Supply each paint material in quantity required to complete entire project's
work from a single production run.
5. 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. 40 CFR 59, Subpart D--National Volatile Organic Compound Emission
Standards for Architectural Coatings.
2. Determination of VOC Content: Testing and calculation in accordance with 40
CFR 59, Subpart D (EPA Method 24), exclusive of colorants added to a tint
base and water added at project site; or other method acceptable to
authorities having jurisdiction.
C. Flammability: Comply with applicable code for surface burning characteristics.
D. Sheens: Provide the sheens specified; where sheen is not specified, sheen will
be selected later by Architect from the manufacturer's full line.
E. Colors: As indicated on drawings.
1. In finished areas, finish pipes, ducts, conduit, and equipment the same color
as the wall/ceiling they are mounted on/under.
2.03 PAINT SYSTEMS -INTERIOR
A. Interior Surfaces to be Painted, Unless Otherwise Indicated: Including gypsum
board, concrete, concrete masonry units, brick, wood, plaster, uncoated steel,
shop primed steel, galvanized steel, and aluminum.
1. Two top coats and one coat primer.
2. Top Coat(s): Interior Latex; MPI #43, 44, 52, 53, 54, or 114.
3. Top Coat Sheen, unless noted otherwise on drawings:
a. Flat: MPI gloss level 1; use this sheen for ceilings and other overhead
surfaces.
b. Eggshell: MPI gloss level 3; use this sheen at all locations.
4. Primer: As recommended by top coat manufacturer for specific substrate.
B. Medium Duty Door/Trim: For surfaces subject to frequent contact by occupants,
including metals and wood:
1. Medium duty applications include doors, door frames, railings, handrails,
guardrails, and balustrades.
2. Two top coats and one coat primer.
3. Top Coat(s): High Performance Architectural Interior Latex; MPI #139, 140,
or 141.
4. Top Coat Sheen:
a. Semi -Gloss: MPI gloss level 5; use this sheen unless noted otherwise.
5. Primer: As recommended by top coat manufacturer for specific substrate.
C. Dry Fall: Metals; exposed structure and overhead -mounted services or as
indicated on drawings, including shop primed steel deck, structural steel, metal
fabrications, galvanized ducts, galvanized conduit, and galvanized piping.
1. Shop primer by others.
2. One top coat .
3. Top Coat: Latex Dry Fall; MPI #118, 155, or 226.
4. Top Coat Sheen:
a. Flat: MPI loss level 1 • use this sheen unless noted otherwise.
9
D. Transparent Finish on Wood, unless noted otherwise.
1. Stain: Semi Transparent Stain for Wood; MPI #90.
2. Top Coat(s): Clear Water Based Varnish; MPI #128, 129, or 130.
3.To Coat Sheen:
P
a. Satin: MPI gloss level 4; use this sheen unless noted otherwise.
E. Transparent Finish on Concrete Floors, unless noted otherwise.
1. 2 coats sealer.
2. Sealer: Water Based for Concrete Floors; MPI #99.
3. Sealer Sheen:
a. Eggshell: MPI gloss level 3; use this sheen unless noted otherwise.
F. Wood, Opaque, Latex, 3 Coat:
1. One coat of latex primer sealer.
2. Semi -gloss: Two coats of latex enamel; MPI #54,unless noted otherwise.
G. Concrete/Masonry, Opaque, Latex, 3 Coat:
1. One coat of block filler.
2. Flat: Two coats of latex enamel; MPI #53, unless noted otherwise.
H. Ferrous Metals, Unprimed, Latex, 3 Coat:
1. One coat of latex primer.
2. Semi -gloss: Two coats of latex enamel; MPI #153, unless noted otherwise.
I. Ferrous Metals, Primed, Latex, 2 Coat:
1. Touch-up with latex primer.
2. Semi -gloss: Two coats of latex enamel; MPI #153, unless noted otherwise.
J. Galvanized Metals, Latex, 3 Coat:
1. One coat galvanize primer.
2. Semi -gloss: Two coats of latex enamel; MPI #153, unless noted otherwise.
K. Fabrics/Insulation Jackets, Alkyd, 3 Coat:
1. One coat of alkyd primer sealer.
2. Flat: Two coats of alkyd enamel; MPI #49, unless noted otherwise.
2.04 PRIMERS
A. Primers: Provide the following unless other primer is required or recommended
by manufacturer of top coats.
1. Interior/Exterior Latex Block Filler; MPI #4.
2. Interior Latex Primer Sealer; MPI #50.
3.Interior Water Based Primer for Galvanized Metal; MPI #134.
4. Latex Primer for Interior Wood; MPI #39.
2.05 ACCESSORY MATERIALS
A. Accessory Materials: Provide primers, sealers, cleaning agents, cleaning cloths,
sanding materials, and clean-up materials as required for final completion of
painted surfaces.
B. Patching Material: Latex filler.
C. Fastener Head Cover Material: Latex filler.
3.01 EXAMINATION
A. Do not begin application of paints and finishes until substrates have been
properly prepared.
B. Verify that surfaces are ready to receive work as instructed by the product
manufacturer.
C. Examine surfaces scheduled to be finished prior to commencement of work.
Report any condition that may potentially effect proper application.
D. Test shop -applied primer for compatibility with subsequent cover materials.
E. Measure moisture content of surfaces using an electronic moisture meter. Do
not apply finishes unless moisture content of surfaces are below the following
maximums:
1. Gypsum Wallboard: 12 percent.
2. Plaster and Stucco: 12 percent.
3. Masonry, Concrete, and Concrete Masonry Units 12 percent.
4. Interior Wood: 15 percent, measured in accordance with ASTM D4442.
5. Concrete Floors and Traffic Surfaces: 8 percent.
3.02 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 repair existing paints or finishes that exhibit surface defects.
D. Remove or mask surface appurtenances, including electrical plates, hardware,
light fixture trim, escutcheons, and fittings, prior to preparing surfaces or
finishing.
E. Seal surfaces that might cause bleed through or staining of topcoat.
F. Remove mildew from impervious surfaces by scrubbing with solution of
tetra -sodium phosphate and bleach. Rinse with clean water and allow surface
to dry.
G. Concrete:
1. Remove release agents, curing compounds, efflorescence, and chalk. Do not
coat surfaces if moisture content or alkalinity of surfaces to be coated
exceeds that permitted in manufacturer's written instructions.
2. Clean concrete according to ASTM D4258. Allow to dry.
3. Prepare surface as recommended by top coat manufacturer and according to
SSPC-SP 13.
H. Masonry:
1. Remove efflorescence and chalk. Do not coat surfaces if moisture content
or alkalinity of surfaces or if alkalinity of mortar joints exceed that permitted
in manufacturers written instructions. Allow to dry.
2. Prepare surface as recommended by top coat manufacturer.
I. Concrete Floors and Traffic Surfaces: Remove contamination, acid etch, and
rinse floors with clear water. Verify required acid -alkali balance is achieved.
Allow to dry.
J. Gypsum Board: Fill minor defects with filler compound. Spot prime defects
after repair.
K. Plaster: Fill hairline cracks, small holes, and imperfections with latex patching
plaster. Make smooth and flush with adjacent surfaces. Wash and neutralize
high alkali surfaces.
L. Insulated Coverings: Remove dirt, grease, and oil from canvas and cotton.
M. Aluminum: Remove surface contamination and oils and wash with solvent
according to SSPC-SP 1.
N. Copper: Remove contamination by steam, high pressure water, or solvent
washing.
0. Galvanized Surfaces:
1. Remove surface contamination and oils and wash with solvent according to
SSPC-SP 1.
2. Prepare surface according to SSPC-SP 2.
P. Ferrous Metal:
1. Solvent clean according to SSPC-SP 1.
2. Shop -Primed Surfaces: Sand and scrape to remove loose primer and rust.
Feather edges to make touch-up patches inconspicuous. Clean surfaces with
solvent. Prime bare steel surfaces. Re -prime entire shop -primed item.
3. Remove rust, loose mill scale, and other foreign substances using using
methods recommended in writing by paint manufacturer and blast cleaning
according to SSPC-SP 6 "Commercial Blast Cleaning". Protect from corrosion
until coated.
Q. Wood Surfaces to Receive Opaque Finish: Wipe off dust and grit prior to
priming. Seal knots, pitch streaks, and sappy sections with sealer. Fill nail
holes and cracks after primer has dried; sand between coats. Back prime
concealed surfaces before installation.
R. Wood Surfaces to Receive Transparent Finish: Wipe off dust and grit prior to
sealing, seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes
and cracks after sealer has dried; sand lightly between coats. Prime concealed
surfaces with gloss varnish reduced 25 percent with thinner.
S. Wood Doors to be Field -Finished: Seal wood door top and bottom edge
surfaces with clear sealer.
T. Metal Doors to be Painted: Prime metal door top and bottom edge surfaces.
3.03 APPLICATION
A. Remove unfinished louvers, grilles, covers, and access panels on mechanical and
electrical components and paint separately.
B. Apply products in accordance with manufacturer's written instructions and
recommendations in "MPI Architectural Painting Specification Manual".
C. Where adjacent sealant is to be painted, do not apply finish coats until sealant
is applied.
D. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry
before next coat is applied.
E. Apply each coat to uniform appearance in thicknesses specified by manufacturer.
F. Dark Colors and Deep Clear Colors: Regardless of number of coats specified,
apply as many coats as necessary for complete hide.
G. Sand wood and metal surfaces lightly between coats to achieve required finish.
H. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust ❑nd
particles just prior to applying next coat.
I. Wood to Receive Transparent Finishes: Tint fillers to match wood. Work fillers
into the grain before set. Wipe excess from surface.
J. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and
fittings removed prior to finishing.
3.04 PROTECTION
A. Protect finishes until completion of project.
B. Touch-up damaged finishes after Substantial Completion.
SECTION 09 9600 -HIGH PERFORMANCE COATINGS
1.01 SUBMITTALS
A. Product Data: Provide complete list of all 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").
2. MPI product number (e.g. MPI #47).
3. Cross-reference to specified coating systems) product is to be used in;
include description of each system.
B. Samples: Submit two samples 4 x 6 inch in size illustrating scheduled colors
for approval.
C. Maintenance Materials: Furnish the following for Owner's use in maintenance of
project.
1. Extra Coating Materials: 1 gallon of each type and color.
2. Label each container with manufacturer's name, product number, color
number, and room names and numbers where used.
1.02 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the Products
specified in this section with minimum three years experience.
B. Applicator Qualifications: Company specializing in performing the work of this
section approved by manufacturer.
1.03 FIELD CONDITIONS
A. Do not install materials when temperature is below 55 degrees For above 90
degrees F.
B. Maintain this temperature range, 24 hours before, during, and 72 hours after
installation of coating.
C. Restrict traffic from area where coating is being applied or is curing.
1.04 WARRANTY
A. See Section 01 7800 -Closeout Submittals, for additional warranty
requirements.
B. Correct defective Work within a five year period after Date of Substantial
Completion.
C. Warranty: Include coverage for bond to substrate.
2.01 MANUFACTURERS
A. Only materials (primers, coatings, etc.) listed in the latest edition of the MPI
Approved Product List (APL) are acceptable for use on this project.
B. Provide high performance coating products from the same manufacturer to the
greatest extent possible.
2.02 HIGH-PERFORMANCE COATINGS
A. MPI Standards: Provide products that comply with MPI standards indicated and
are listed in "MPI Approved Products List."
B. Provide coating systems that meet the following minimum performance criteria,
unless more stringent criteria are specified:
2.03 TOP COAT MATERIALS
A. Coatings -General: Provide complete multi -coat systems formulated and
recommended by manufacturer for the applications indicated, in the thicknesses
indicated; number of coats specified does not include primer or filler coat.
1. Volatile Organic Compound (VOC) Content:
a. Provide coatings that comply with the most stringent requirements specified
in the following:
1) 40 CFR 59, Subpart D--National Volatile Organic Compound Emission
Standards for Architectural Coatings.
b. Determination of VOC Content: Testing and calculation in accordance with
40 CFR 59, Subpart D (EPA Method 24), exclusive of colorants added to a
tint base and water added at project site; or other method acceptable to
authorities having jurisdiction.
2. Colors: As indicated on drawings.
B. Urethane Coating:
1. Number of Coats: Two.
2. Product Characteristics:
a. Dry film thickness, per coat: 2.5 mils, minimum.
b. Comply with the performance requirements specified above for moderate
exposure.
3. Top Coat(s): Polyurethane, Two -Component; MPI #174.
a. Sheen: Semi -Gloss.
4. Primer: As recommended by coating manufacturer for specific substrate.
C. Shellac: Pure, white type.
2.04 ACCESSORY MATERIALS
A. Accessory Materials: Provide all primers, sealers, cleaning agents, cleaning
cloths, sanding materials, and clean-up materials as required for final
completion of coated surfaces.
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Do not begin application of coatings until substrates have been properly
prepared.
C. Verif that substrate surfaces are read to receive work as instructed b the
Y Y Y
coating manufacturer. Obtain and follow manufacturer's instructions for
examination and testing of substrates.
D. Examine surfaces scheduled to be finished prior to commencement of work.
Report any condition that may potentially affect proper application.
E. Proceed with coating application only after unacceptable conditions have been
corrected.
3.02 PREPARATION
A. Clean surfaces of loose foreign matter.
B. Remove substances that would bleed through finished coatings. If unremovable,
seal surface with shellac.
C. Remove finish hardware, fixture covers, and accessories and store.
D. Existing Painted and Sealed Surfaces:
1. Remove loose, flaking, and peeling paint. Feather edge and sand smooth
edges of chipped paint.
2. Clean with mixture of trisodium phosphate and water to remove surface
grease and foreign matter.
E. Galvanized Surfaces:
1. Remove surface contamination and oils and wash with solvent accordin to
9
SSPC-SP 1.
2. Prepare surface according to SSPC-SP 2.
F. Ferrous Metal:
1. Solvent clean according to SSPC-SP1.
2. Shop -Primed Surfaces: Sand and scrape to remove loose primer and rust.
Feather edges to make touch-up patches inconspicuous. Clean surfaces with
solvent. Prime bare steel surfaces.
3. Remove rust, loose mill scale, and other foreign substances using using
methods recommended in writing by paint manufacturer and blast cleaning
according to SSPC-SP 6 "Commercial Blast Cleaning", and protect from
corrosion until coated.
G. Protect adjacent surfaces and materials not receiving coating from spatter and
overspray; mask if necessary to provide adequate protection. Repair damage.
3.03 PRIMING
A. Apply primer, specified in this section, to all surfaces, unless specifically not
required by coating manufacturer. Apply in accordance with coating
manufacturer's instructions.
3.04 COATING APPLICATION
A. Apply minimum 2 coats in accordance with manufacturer's instructions, to
thicknesses specified.
B. Apply in uniform thickness coats, without runs, drips, pinholes, brush marks, or
variations in color, texture, or finish. Finish edges, crevices, corners, and other
changes in dimension with full coating thickness.
3.05 CLEANING
A. Collect waste material that could constitute a fire hazard, place in closed metal
containers, and remove daily from site.
B. Clean surfaces immediately of overspray, splatter, and excess material.
C. After coating has cured, clean and replace finish hardware, fixtures, and fittings
previously removed.
3.06 PROTECTION
A. Protect finished work from damage.
SECTION 10 4400 -FIRE PROTECTION SPECIALTIES
1.01 SECTION INCLUDES
A. Fire extinguishers.
B. Accessories.
1.02 SUBMITTALS
A. Product Data: Provide extinguisher operational features.
B. Shop Drawings: Indicate locations of individual fire extinguishers.
1.04 FIELD CONDITIONS
A. Do not install extinguishers when ambient temperature may cause freezing of
extinguisher ingredients.
2.01 FIRE EXTINGUISHERS
A. Fire Extinguishers -General: Comply with product
requirements of NFPA 10
and applicable codes, whichever is more stringent.
1. Provide extinguishers labeled by UL (DIR) or FM
(AG) for purpose specified
and as indicated.
B. Multipurpose Dry Chemical Type Fire Extinguishers:
Carbon steel tank, with
pressure gage.
1. Class: A:B:C type.
2. Size: 10 pound minimum.
3. Finish: Baked polyester powder coat, red color.
4. Temperature range: Minus 40 degrees F to 120
degrees F.
C. Dry Chemical Type Fire Extinguishers: Stainless steel
tank, with pressure gage.
1. Class: K type.
2. Size: 1.6 gallons.
3. Finish: Polished stainless steel.
4. Temperature range: Minus 20 degrees F to 120
degrees F.
2.02 ACCESSORIES
A. Extinguisher Cabinets: Semi -recessed; Surface mounted..
B. Graphic Identification: Fire Extinguisher.
3.01 EXAMINATION
A. Verify existing conditions before starting work.
3.02 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Install one (1) extinguisher per 3,000 s.f. floor area and not more than 75'
travel distance from any point to an extinguisher.
C. Secure rigidly in place.
D. Place extinguishers on wall brackets, unless noted otherwise.
E. Install Dry Chemical, K type extinguishers in kitchens and in other areas
involving cooking fluids, such as oils and fats and as directed by authority
having jurisdiction.
F. Install Multipurpose Dry Chemical type extinguisher in other areas and as
directed by authority having jurisdiction.
G. Final size, location and quantity shall be confirmed by the authority having
jurisdiction.
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Sep 28 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A 5.2
SPECIFICATIONS