APPROVED FIR BLD RESUB1 BLD2023-1329 Architectural set-flat.DELTA1.01-25-2024
Approved RESUB 1 PLAN REVIEW GENERAL NOTES CONT.
D F M CMr�s Burt NOTES: APPROVED WITH CONDITIONS:
South County Fire 1. FLOOR FINISH AND COVERING MATERIALS REQUIRED TO MEET SECTION 804.3.3.2 TO BE OF CLASS 29JNTERIOR FINISH SHALL CONFORM WITH I.B.C. WALL
AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD
Date: 01/25/2024 1 OR 2 MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E648 OR NFPA 253. CLASSIFICATIONS IN I.B.C.
DOCUMENTATION SHALL BE PROVIDED AT FINAL INSPECTION. (2018 IFC SECTION 804.3.1) 30.ALL DRYWALL SHALL BE TYPE "X".
2. INSTALL 2 EMERGENCY EGRESS LIGHTS. THE LUMINAIRE SCHEDULE INDICATES TWO EMERGENCY 31 GENERAL CONTRACTOR SHALL REVIEW FIELD CONDITIONS AND
LIGHT WITH LED AND BATTERY BACK UP WILL BE INTALLED HOWEVER THERE ARE NO (EM) FURRED OUT PERIMETER WALLS, MAKING ALLOWANCE TO INSURE
THAT SYMBOLS INDICATING LOCATION. SEE REQUIRED LOCATIONS. (SHEET A-3) PLATES LAND JUNCTIONTELECTRICAL/TELEPHONE
SO WILL FLUSH
USIH MISCELLANEOUS
EXACTLY TOER-
3. 20' WIDE FIRE LANES ARE REQUIRED. FIRE LANE STRIPING AND STENCILS REQUIRED IN FINISHED FACE, SUCH THAT NO GAPS ARE EVIDENT.
LOCATIONS INDICATED WITH CLOUDS ON THE SITE PLAN. THIS IS REQUIRED BECAUSE THE 32THE CONTRACTOR SHALL COMMUNICATE WITH THE BUILDING OWNER
KIDSTRONGDISTANCE FROM HIGHWAY 99 TO THE EAST SIDE OF THE BUILDNG IS GREATER THAN 150 FEET. FIRE TO ASCERTAIN ANY AND ALL OWNER REQUIREMENTS FOR TENANT
IMPROVEMENT WORK. ANY COSTS ASSOCIATED WITH THE OWNERS
LANES WILL FACILITATE WITH SHORTENING THE DISTANCE A HOSE LINE IS REQUIRED TO BE REQUIREMENTS SHALL BE INCLUDED IN THE WORK OF THIS
DEPLOYED TO THE EAST SIDE.OF THE BUILDING. ON THE EAST SIDE OF BUILDING THE FIRE LANE CONTRACT. ANY ITEMS IN CONFLICT WITH THE DRAWINGS SHALL
COULD BE EXTENED TO CONNECT THE NORTH AND SOUTH FIRE LANES IF PREFERRED FOR BE RESOLVED PRIOR TO BID SUBMITTAL.
CONSISTENCY HOWEVER NOT REQUIRED. WORK WITH THE BUILDING OWNER TO COMPLETE THIS. 33QLl_ ANGLES AT 45- UNLESS NOTED OTHERWISE
22315 HIGHWAY 99 4. BUILDING ADDRESS NUMBERS ARE REQUIRED ON THE BUILDING FACING HIGHWAY 99. THE 34PATCH, REPAIR OR REBUILD ANY EXISTING WORK THAT IS ALTERED DUE TO NEW WORK.
ADDRESS NUMBERS ARE REQUIRED TO BE A MINIMUM OF 12 INCHES IN HEIGHT WITH 3/4 INCH RETURN TO LIKE NEW CONDITION
STROKE, CONTRASTING IN COLOR TO THIER BACKGROUND. (2018 IFC 505.1, ECDC 19.25 505.1) 35ALL THRESHOLDS SHALL NOT EXCEED 1 /2" IN TRANSITION HEIGHT AND SHALL BE 45-.
5. SUITE NUMBERS ARE REQUIRED AT THE MAIN ENTRANCE. THESE NEED TO BE 4 INCHES IN HEIGHT 36ALL DESIGNS, DRAWINGS AND DETAILS REPRESENT COMPLETED, IN -PLACE WORK
THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION, MEANS, METHODS, TECHNIQUES
EDMONDS, WA 98026 AND CONTRASTING IN COLOR S THEIR BACKGROUND. HE I IFC 5018 I ECDC SECTION
506) SEQUENCES, PROCEEDURES MMI OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WIT
6. INSTALL FIRE EXTINGUISHERS IN ACCORDANCE WITH THE IFC. (2018 IFC SECTION 906) THE WORK, FOR THE OMMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER
DFM BURT PERSON PERFORMING ANY PORTION OF THE WORK OR THE FAILURE OF ANY OF THEM
TO CARRY OUT THE WORK.
37THE ARCHITECT CANNOT AND DOES NOT WARRANT THE SAFETY OR INTEGRITY OF THE
EXISTING SHELL BUILDING OR ANY OF ITS COMPONENTS OR THAT THE EXISITNG TENANT
SPACE WAS CONSTRUCTED TO CODE. THE ARCHITECTS INVOLEMENT WITH THE EXISTING
REGULATORY AGENCY SUMMARY SHEET N D E X PROJECT D R E C TO R Y BUILDING IS LIMITED TO THE NEW WORK SHOWN IN THE ARCHITECTURAL DRAWINGS
38ONLY THE MOST CURRENT , APPROVED SET OF DRAWINGS SHALL BE AT THE JOB SITE.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED ONES.
THIS TENANT IMPROVEMENT IS DESIGNED IN COMPLIANCE WITH THE FOLLOWING CODES AND REVISIONS DATE DWG. DRAWING TENANT KIDSTRONG 39PROVIDE R-19 BATTS INSULATION AT ALL WALLS AS DESIGNATED ON THE PLANS
REGULATIONS: ISSUED N0. OWNER 22315 HIGHWAY 99 ADDITIONALLY, PROVIDE R-30 BATT INSULATION AT THE ROOF. ALL INSULATION MATERIALS
EDMONDS WA SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT
2018 INTERNATIONAL BUILDING CODE (IBC) 1.7.23 10.9.23 A-1 COVER SHEET TO EXCEED 450, WHEN TESTED IN ACCORDANCE WITH UBC STD. 8-1. PROVIDE FACED
ACCESSIBILITY BUSINESS USE: DEVELOPMENTAL INSULATION WHERE EXPOSED, ESPECIALLY ABOVE CEILING
2018 INTERNATIONAL FIRE CODE (IFC) The design of this project complies with A-1.1 ACCESSIBILITY DETAILS FITNESS 40THE CONTRACTOR SHALL PROVIDE NON-COMBUSTIBLE BACKING/BRACING AS REQ'D. FOR
2018 INTERNATIONAL MECHANICAL CODE (IMC) the applicable provisions and requirements 1.7.23 A-1.2 SITE PLAN - BY OTHERS ALL WALL MOUNTED EQUIPMENT, TV'S, CABINETRY, GRAB BARS, ETC. PRIOR TO INSTALL
2017 NATIONAL ELECTRICAL CODE (NEC) of the State Statutes - ANSI A117.1 2009 1.7.23 A-2 FLOOR PLAN RECORD Tom Mesuk Architect, LLC OF GYP. BD.
2018 UNIFORM PLUMBING CODE (UPC) A-3 REF. CEILING PLAN ARCHITECT 197 Valley Blvd 41 PROVIDE A MINIMUM TOILET ACCESSORIES PER SHEET A2
2018 WAC 51-11C WASHINGTON ENERGY CODE A-4 FINISH PLAN Wood -Ridge, NJ 07075 42ROOM IDENTIFICATION SIGNAGE SHALL BE LOCATED ON THE WALL ADJACENT TO THE
D-1 DETAILS 201.438.0595 LATCH SIDE OF THE DOOR AT A HEIGHT OF 60". REQUIRED ACCESSIBILITY SIGNS SHALL
Contact: Tom Mesuk USE THE INTERNATIONAL SYMBOL FOR ACCESSIBILTY AND SHALL BE OF NON -GLARE AND
WAC 51-50 WA STATE AMENDMENTS (IBC) D-2 ELEVATIONS/DETAILS CHARACTERS SHALL BE CONTRASTING. ALL SIGNAGE SHALL INCLUDE BRAILLE.
WAC 51.50.1100 WA STATE REGULATIONS FOR BARRIER -FREE FACILITIES D-3 SCHEDULES / DETAILS Contact: Dina Rosas
480.719.0790 43. ALL DIMENSIONS ARE TO FACE OF FINISH, UNLESS OTHERWISE NOTED. CONTACT
WAC 51.51 WA STATE AMENDMENTS (IRC) D-4 SPECIFICATIONS / ARCHITECT FOR CLARIFICATIONS IF NEEDED.
DESIGNER d. rosas Interior Architecture Design Group
WAC 51.52 WA STATE AMENDMENTS (IMC) MANAGER 5958 E. Corrine Dr. Ste 102
WAC 51.54 WA STATE AMENDMENTS (IFC) Scottsdale, AZ 85254
WAC 51.56-51.57 WA STATE PLUMBING CODE & STANDARDS 480.719.0790 PLUMBING CALCULATIONS
WAC 51.11 WA STATE ENERGY CODE (WSEC) 480.247.4630
WAC 51.12 WA STATE VENTILATION & INDOOR AIR QUALITY CODE dinar@drosas.com PLUMBING CALCS 4014/200 PER 2902e (21 FEMALE, 20 MALE)
WAC 296.46B ELECTRICAL SAFETY STANDARDS, ADMINISTRATION AND INSTALLATION CONTACT: Dina Rosas ALL ACCESSIBLE TOTAL FIXTURE REQUIRED: 2 WC UNISEX
PARKING 2 LAV - UNISEX, 1 DRINKING FOUNTAIN
CONTRACTOR: TO BE BID 1 JANITOR SINK. ALL ACCESSIBLE
PROVIDED lar e shopping center parking lot - SEE SITE PLAN A1.2 TOTAL FIXTURE PROVIDED: 2 WC UNISEX
ACCESSIBLE SPACES 4 PACES immediately adjacent 2 LAV - UNISEX, 1 DRINKING FOUNTAIN
REQUIRED NOTES 1 JANITOR SINK. ALL ACCESSIBLE
FACTOR: WOMEN 1:25; MALE 1:35
1. ALL PRODUCTS LISTED BY ICC NUMBERS SHALL INSTALLED PER THE REPORT DESCRIPTION O F WORK FIRE DEPARTMENT NOTES
AND MANUFACTURERS WRITTEN INSTRUCTION. PRODUCT SUBSTITUTIONS FOR PRODUCTS
LISTED SHALL ALSO HAVE ICC APPROVED EVALUATION REPORT, OR BE APPROVED SIGNAGE, E H, PLUMBING AND LEC ARE SEPARATE SUBMITTAL/PERMIT
AND LISTED BY OTHER NATIONALLY RECOGNIZED TESTING AGENCY.
2. ALL EXITS TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, OR ANY PROJECT CONSISTS OF A NEW B SERVICES 1. FIRE SPRINKLERS DO NOT EXIST AT THE BUILDING AND ARE NOT REQUIRED. NO CHANGE OF USE. PREVIOUS USE
TENANT IMPROVEMENT IN AN EXISTING INCLUDES RESTAURANT (A-3), B AND M USE. THIS TENANT IS B - SERVICES
SPECIAL KNOWLEDGE. MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. BUILDING AND SUITE. MINOR DEMOLITION, NEW
PROJECT DATA WALLS, NEW ELECTRICAL, NEW LIGHTING AND 2. NOT USED
3. ALL GLASS IN HAZARDOUS AREAS, AND 18" OFF THE FLOOR, OR WITHIN 24" FROM THE CEILING, NEW PLUMBING FIXTURES IN EXISTING
DOOR JAMB OF THE ACTIVE LEAF OF A DOOR, OR ANY OTHER WAY SUBJECT TO HUMAN RESTROOMS AND NEW FINISHES 3. MOUNT MINIMUM 2:A-10:13C RATED FIRE EXTINGUISHERS) WITHIN 75' OF ALL PORTIONS OF TENANT SPACE. FIRE
IMPACT SHALL BE TEMPERED GLASS. CONSTRUCTION TYPE: TYPE V-B EXTINGUISHER QUANITY & LOCATION(S) SHALL BE APPROVED BY THE FIRE INSPECTOR.
4. MAINTAIN A MINIMUM OF 44" CLEAR UNOBSTRUCTED EMERGENCY EXIT AISLE TOWARDS OCCUPANCY TYPE: B (DEVELOPMENTAL PROGRAM SERVICES) 4. EXIT & EMERGENCY LIGHTS SHALL COMPLY WITH CITY ORDINANCE & IFC.
DESIGNATED EXITS. MARK DESIGNATED EXITS WITH AN * ON YOUR FLOOR PLAN. FIRE PROTECTION: FULLY SPRINKLERED
5. FLAMESPREAD RATING FOR INTERIOR FINISHES NOT TO EXCEED AS FOLLOWS: 5. FIRE LANES TO BE ESTABLISHED AND/OR MAINTAINED.
1 6. ESTABLISH & MAINTAIN 20' OF ACCESS TO ALL STRUCTURES FROM THE PUBLIC ROADWAY DURING CONSTRUCTION.
VERTICAL SHAFT AND ENCLOSURES 0-25 LOBBIES/CORRIDORS 25-75 OCCUPANCY EXITS U S N E S S DESCRIPTION
ALL OTHER AREAS 200 7. PROVIDE A NEW KNOX BOX IF ONE DOES NOT EXIST ON BUILDING. MOUNT BY MAIN ENTRANCE 4' - 6' A.F.F.
PROVIDE DOOR KEY FROM TENANT AND PLACE IN KNOX BOX.
7. NO EXTERIOR VENDING OR DISPLAY SHALL BE ALLOWED TAGE 3943 USABLE THIS TI 8. ALL EQUIPMENT, UTILITIES, OR OTHER APPURTENANCES ATTACHED TO THE BLDG. SHALL BE Main are ' ��,�69 occupants 1241 DEVELOPMENT FLOOR1 OCC. 8. NUMERICAL PREMISES ID MUST BE LEGIBLE FROM STREET OR DRIVE. MINIMUM 6" LETTERS FOR BUILDING AND
AN INTEGRAL PART OF THE BLDG DESIGN IN TERMS OF FORM, COLOR AND TEXTURE Offices 2 occupants 1 186 DEVELOPMENT FLOOR2-2+E .. KIDSTRONG IS A MILESTONE ACCELERATION PROGRAM FOR KIDS WALKING THROUGH 11 3" LETTERS FOR SUITE.
9 ALL EXTERIOR MECHANICAL, UTILITY,AND COMMUNICATION EQUIP. SHALL BE SCREENED TO THE CLASS CAPPED AT 15 W/2 INSTRUCTORS) YEARS OLD. THE PROGRAM FOCUSES ON
HEIGHT OF THE TALLEST UNIT BY PARAPET OR SCREEN WALL THAT MATCHES THE ARCHITECTURAL 271 OFFICE; -8-.50 OCCUPANTS BRAIN CHARACTER AND PHYSICAL 9. CONTRACTOR TO VERIFY EXISTING AND/OR REQUIRED FIRE HYDRANT(S) INSTALLATION & MARKED WITH A BLUE
COLOR AND FINISH OF THE BLDG. GROUND MOUNTED UTILITY, MECHANICAL, AND COMMUNICATION Total occupants 71 95 STORAGE; --.9 OCCUPANTS DEVELOPMENT THROUGH MOVEMENT CLASSES REFLECTOR PRIOR TO CERTIFICATE OF OCCUPANCY.
EQUIP. SHALL BE SCREENED BY A WALL THAT MATCHES THAT ARCHITECTURAL COLOR AND FINISH 150 RESTROOMS; 0 OCCUPANTS ARE CAPPED AT 15 PEOPLE.
OF THE BLDG. AND IS A MINIMUM OF 1'-0" HIGHER THAN THE HIGHEST POINT OF THE TALLEST UNIT. LOAD FACTOR EXERCISE 1/50 BUSINESS 1/150 S.F.
10. ALL SIGNS REQUIRE A SEPARATE PERMIT. TOTAL OCCUPANTS 59
REQUIRED EXITS 2 PROVIDED EXITS 5
REQUIRED EXITS 1 EACH FLOOR 1 FLOOR1, 3 FLOOR2
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City Of
Edmonds
Building
Department
Work NE11V
TENANT T/I
Address 22315
HIGHWAY 99
Owner
KIDSTRONG
Approved Date 01 /2
/2024
Building Official ff rl &
Permit Number BLD2
23-1329
F
EVISIONS
PAGES
DATE -
REV1
REV2
REV3
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GENERAL NOTES
1. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING
AND SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO
BEGINNING WORK. SHOULD ANY CONDITION ARISE WHERE THE
INTENT OF THE DRAWINGS IS IN DOUBT OR WHERE THERE IS A
DISCREPANCY BETWEEN THE DRAWINGS AND FIELD CONDITIONS,
THE DESIGNER SHALL BE NOTIFIED IMMEDIATELY FOR CLARIFICATION.
THE STARTING OF ANY WORK, BY ANY CONTRACTOR OR
SUBCONTRACTOR SHALL BE CONSIDERED PRIMA FACIE EVIDENCE
THAT HE HAS INSPECTED AND ACCEPTED ALL CONDITIONS INVOLVED
IN HIS WORK AND FINDS THEM SATISFACTORY.
2. ALL WORK, INCLUDING MATERIALS AND WORKMANSHIP, SHALL
CONFORM TO THE REQUIREMENTS OF LOCAL CODES, LAWS, AND
ORDINANCES AND THE 2013 EDITION OF THE CALIFORNIA BUILDING
CODE. IN YHE EVENT OF A CONFLICT WITH CODE REQUIREMENTS
AND ITEMS CALLED OUT ON THE PLANS, THAT CODE OR CALL -OUT
WHICH ESTABLISHES THE HIGHER STANDARD SHALL TAKE
PRECEDENCE.
3. WE CERTIFY TO THE BEST OF OUR KNOWLEDGE, INFORMATION AND
BELIEF THAT THE DESIGN OF THE PROJECT COMPLIES WITH
APPLICABLE TITLE III PROVISIONS OF THE ADA AND AADAG
4. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL EXIT SIGNS AND
FIRE ALARM SPEAKERS AND HORNS AND EMERGENCY LIGHTING AS
AS REQUIRED BY THE CITY FIRE CODS AND THE ADA.
EXIT SIGNS SHALL BE WORDED "EXIT' IN LETTERS HAVING THE
PRINCIPAL STROKE OF NOT LESS THAN 9" WIDE AND 6" HIGH.
EMERGENCY LIGHTING SHALL PROVIDE A VALUE OF ONE FOOT CANDLE
AT FLOOR LEVEL PER SEC IBC
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE
INTEGRITY OF FIRE RATED WALLS (I.E. NO GAPS, HOLES, VOIDS,
UNSEALED PENETRATIONS, ETC. BEYOND THAT WHICH CODE ALLOWS).
DUCT PENETRATIONS SHALL HAVE FIRE DAMPERS PER IBC
ALL GAPS BETWEEN PIPES, CONDUITS, OR DUCTWORK
SHALL BE SEALED USING THE DOW CORNING FIRE STOP SYSTEM
INSTALLED IN ACCORDANCE WITH I.C.C. REPORT NUMBER ESR 1961
6. ONE HOUR RATED WALLS SHALL BE CONSTRUCTED PER DETAILS.
DOOR AND FRAME ASSEMBLIES LOCATED IN THE WALLS SHALL HAVE
A 20 MINUTE UL RATING. DOOR SHALL BE SELF CLOSING WITH
SMOKE GASKETS AT HEAD AND JAMBS. DUCTWORK PENETRATING
THESE WALLS SHALL HAVE A FIRE DAMPER AT THE PENETRATION.
ALL GYPSUM BOARD SHALL BE TYPE 'X' PER FIRE CODE.
7. FIRE EXTINGUISHERS SHALL BE 2A10BC RATED. TRAVEL DISTANCE
TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. SEE FLOOR
PLANS FOR EXTINGUISHER LOCATIONS. EXTINGUISHERS SHALL
BEAR A SERVICE TAG AND SHALL BE BRACK T MOUNTED (UNLESS
UNLESS OTHERWISE NOTED BY TENANT N.I.C. SO THAT THE TOP OF
THE EXTINGUISHER IS NO HIGHER THAN FOU FEET A.F.F.
8. FIRE SPRINKLER SYSTEM SHALL COMPLY WITH ALL APPLICABLE
RULES REGULATIONS, LAWS AND ORDINANCES AND SHALL BE
INSTALLED ONLY BY A WASHINGTON LICENSED CONTRACTOR. THE
FIRE SPRINKLER SYSTEM SHALL BE DESIGNED PER N.F.P.A.
STANDARD 13; IBC STANDARD FIRE DEPARTMENT ACCESS
SHALL BE IN PLACE PRIOR TO VERTICAL CONSTRUCTION.
9-BUILDING DESIGNED FOR LIGHT GAUGE METAL FRAMING AS INDICATED
OR DETAILED. WOOD FRAMING INCIDENTAL TO THE PROJECT MAY BE
USED PROVIDED IT IS FIRE RETARDANT TREATED.
10THE CONTRACTOR WARRANTS TO THE OWNER AND THE DESIGNER
THAT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS
CONTRACT WILL BE NEW UNLESS OTHERWISE SPECIFIED, AND THAT
ALL WORK WILL BE GOOD QUALITY, FREE FROM FAULTS AND DEFECTS
AND IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. ALL
WORK NOT SO CONFORMING TO THESE STANDARDS MAY BE
CONSIDERED DEFECTIVE. IT IS UNDERSTOOD THAT NO INFERIOR OR
NON -CONFORMING WORK OR MATERIALS WILL BE ACCEPTED WHETHER
DISCOVERED AT THE TIME THEY ARE INCORPORATED IN THE WORK
OR AT ANY TIME BEFORE OR AFTER THE FINAL ACCEPTANCE. IF
REQUIRED BY THE DESIGNER, THE CONTRACTOR SHALL FURNISH
SATISFACTORY EVIDENCE AS TO THE KIND OF QUALITY OF MATERIALS
AND EQUIPMENT.
1 1 ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL
BE COND TIOINED1 INSTALLED,
ACCORDANCE WITHDERECTED USED � HE MANUILACTURDR'SEANED AND
WRITTEN
SPECIFICATIONS OR INSTRUCTION UNLESS HEREINAFTER SPECIFIED
TO THE CONTRARY.
12FLOOR TOLERANCE: IN LAYING OUT AND DETAILING THE WORK TO BE
BUILT INTO THE PURCHASED SPACE, CONSIDERATION SHALL BE GIVEN TO
VARIATIONS IN THE FLOOR LEVELNESS RESULTING FROM
CONSTRUCTION QUALITY AND LIVE AND DEAD LOADS IMPOSED ON
THE STRUCTURE. FIELD VERIFICATION SHALL BE MADE OF
CONDITIONS TO VERIFY CONSTRUCTION TOLERANCES. ALIGNMENT OF
DOOR HEADS AND OTHER HORIZONTAL ELEMENTS SHALL BE
MAINTAINED AT A CONSTANT LEVEL AND SHALL NOT FOLLOW
VARIATIONS IN FLOOR PLANE. LEVEL FLOORS AS REQUIRED USING
APPROVED LEVELING COMPOUND. SURFACES SHALL BE ABSOLUTELY
FLAT PLANES SLOPING NOT MORE THAN 1/8" PER FOOT.
13JUST PRIOR TO INSTALLATION OF CARPET, THE GENERAL
CONTRACTOR SHALL MAINTAIN THE SPACE IN "BROOM CLEAN"
CONDITION, WHETHER OR NOT INSTALLATION OF CARPET IS THE
RESPONSIBILITY OF THE CONTRACTOR.
14.DIMENSIONS TAKE PRECEDENCE OVER SCALE ON CONSTRUCTION
DOCUMENTS. UNLESS OTHERWISE NOTED, DIMENSIONS ARE TO THE AN FACE OF MASONRY FACE OF CONCRETE D THE FACE OF GYPSUM
ON INT STUD PARTITIONS.
ALL DIMENSIONS ARE CLEAR TO INSIDE FINISH FACE UNLESS
NOTED OTHERWISE.
15ALL WORK SHALL BE EXECUTED IN A NEAT AND WORKMANLIKE
MANNER, ACCEPTABLE TO THE OWNER.
16WHEN WORK NOT SPECIFICALLY CALLED OUT IS REQUIRED TO
COMPLETE THE PROJECT, IT SHALL BE PROVIDED AND BE OF THE
BEST MATERIALS AND WORKMANSHIP.
17CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS
FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL
COMPLETION IN WRITING .
18.UNLESS OTHERWISE SPECIFICALLY NOTED, THE CONTRACTOR SHALL
PROVIDE AND PAY FOR ALL LABOR, MATERIALS EQUIPMENT TOOLS,
CONSTRUCTION EQUIPMENT AND MACHINERY, TWSPORTATi6N, AND
OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION
AND COMPLETION OF WORK.
19CONTRACTOR TO SUBMIT SHOP DRAWINGS ON ALL MILLWORK.
2000NTRACTOR TO SUBMIT SAMPLES ON ALL BUILDING FINISH
MATERIALS FOR FINAL APPROVAL PRIOR TO ORDERING.
21 ALL REQUIRED WORK SHALL BE PERFORMED BY THE GENERAL
CONTRACTOR UNLESS OTHERWISE NOTED. ALL REFERENCES TO THE
CONTRACTOR INCLUDE THE GENERAL CONTRACTOR AND HIS SUB-
CONTRACTORS AS THOUGH THEY ARE ONE AND THE SAME.THE GENERAL
CONTRACTOR IS RESPONSIBLE FOR COORDINATION BETWEEN
-ALL SUBCONTRACTORS, INCL THOSE HIRED BY THE OWNER AND SUCH
LZAISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO
OMPLETE THEIR WORK.
HE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING
HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE
FOR ALL CONSTRUCTION AND/OR INSTALLATION MEANS, METHODS
TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING
ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
23ALL CONTRACTORS SHALL MAINTAIN THE PREMISES CLEAN AND
FREE OF TRASH, DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK
FROM DAMAGE SOILING, PAINT OVER SPRAY, ETC. ALL FIXTURES,
EQUIPMENT, GLAZING, FLOORS ETC. SHALL BE LEFT CLEAN AND
READY FOR OCCUPANCY. CAf E SHALL BE EXERCISED TO ASSURE
THE BUILDING SHALL BE PROTECTED FROM DAMAGE THAT MAY
OCCUR BECAUSE OF THIS WORK. CONTRACTORS SHALL PROVIDE
PROTECTION FOR EXISTING AREAS AND NEW WORK AREAS.
CONTRACTOR SHALL BEAR FINANCIAL RESPONSIBILITY FOR SUCH
DAMAGE AND ANY WORK UNDERTAKEN TO CORRECT IT.
24ALL INTERIOR GLASS SUBJECT TO HUMAN IMPACT SHALL CONFORM
TO STANDARDS SET FORTH BY CHAPTER 24 OF THE I.B.C. AND
THE SAFETY COMMISSION, EFFECTIVE JULY 6, 1977 INCLUDING ALL
AMENDMENTS TO DATE. IN CASE OF CONFLICT, THE MORE
STRINGENT REQUIREMENTS SHALL APPLY.
25ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT A
KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. FLUSH OR SURFACE
BOLTS SHALL BE AUTOMATIC TYPE.
26THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARY
MEASURES TO PROTECT THE PUBLIC AND ADJACENT PROPERTIES
FROM DAMAGE THROUGHOUT CONSTRUCTION.
27RELOCATION OF EXISTING MILLWORK AND/OR EQUIPMENT:
RELOCATION OF ANY ITEMS IN THE WORK IS SUBJECT TO THE
CONTRACTOR'S ABILITY TO DO SO WITHOUT PERMANENTLY DAMAGING
OR MARRING THE ITEMS. CONTRACTOR SHALL INFORM THE
ARCHITECT IMMEDIATELY IF HE IS UNABLE TO RELOCATE ANY ITEM
AS PRESCRIBED HEREIN. CONTRACTOR MAY ALSO ELECT TO USE
NEW MATERIAL TO MATCH EXISTING IN LIEU OF RELOCATION OF
EXISTING FOR HIS OWN CONVENIENCE. ALL ALTERATION OF ANY
ELEMENT NECESSARY TO FIT IT FOR LOCATION IS THE
RESPONSIBILITY OF THE CONTRACTOR.
28PERFORMANCE OF WORK: IN PERFORMING THE WORK PRESCRIBED
HEREIN AND IN THE ARCHITECTURAL AND MP&E DRAWINGS OF THIS
WORK, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR
ALL EXISTING CONSTRUCTION DISTURBED, RELOCATED, DAMAGED OR
ALTERED AND ALL NEW CONSTRUCTION INSTALLED AS REQUIRED TO
HIDE ALL EVIDENCE OF WORK AND TO REFINISH THIS CONSTRUCTION
TO MATCH EXISTING AS INDICATED, WITH THE FOLLOWING AS
MINIMUM REQUIREMENTS:
WALLS: - FROM FLOOR TO CEILING AND BETWEEN THE
NEAREST CORNERS. NEW GYPSUM BOARD CONSTRUCTION MEETING
EXISTING CONSTRUCTION IN THE SAME PLANE SHALL BE FLUSH WITH
NO VISIBLE JOINT SHOWING.
CEILING: - THE COMPLETE SURFACE.
FLOOR: - THE COMPLETE SURFACE UNLESS OTHERWISE
SHOWN, OR UNLESS A MATCHING PATCH IN APPLIEIZFES EVAN
BE MADE. ``��77 vv
PAINTED CABINETS: - THE ENTIRE PAINTED SURFACEUan 12 2024
TRANSPARENT FINISH CABINETS: - FINISH NEW SURFXUDMONDs
TO MATCH EXISTING. DEVELOPMENT DEPARTMENRVICES
BASE: - BETWEEN THE NEAREST CORNERS.
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DATE: 10.10.23
SCALE:
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PULL SIDEPULL SIDE OR EGRESS BUTTON
NOTE:NOTE: 24" MIN 4" MIN -0IF Y=60",Y=54" IF STOP z N i o Z z o
PULL SIDE 1 THEN X=36" 1 I DOOR HAS N o 1 OR LATCH 1 1 1, i CL v, N ;�,
I I I CLOSER APPROACH F ) i �
— — — IF Y=54 , — — — _ J L _ — i CL POWER, DATA & o
THEN X=42" TELEPHONE RECEPTACLE Z
FRONT APPROACH, SWINGING DOORS HINGE SIDE APPROACH, SWINGING DOORS LATCH APPROACH, SWINGING DOORS POCKET AND SLIDING DOORS
TYPICAL LOCATION FOR WALL HUNG DEVICES CLEAR WIDTH OF AN ACCESSIBLE ROUTE
* 48" MIN L.DOOR WIDTF
DOOR WIDTH 48" MIN DOOR WIDTH
L L L L
d ■ rosy S
NOTES:
D E S I G N
1.
NOTIFY ARCHITECT IF ANY OPERABLE PORTION
G R O U P
/
�
DOOR FRAME
OF A CONTROL, OPERATING MECHANISM OR
I l c
FRONT APPROACH
�
z
HARDWARE IS BELOW 34" OR ABOVE 48" AFF.
z
I
I l
IF A REACH RANGE OBSTRUCTION IS PRESENT
1 1
1 0
* 1 co
LIGHT SWITCH /
Ct
COUNTER, SHELF, ETC. THE MAX HEIGHT OF
z
"MI
\
DIMMER, CLUSTER
ANY OPERABLE PORTION SHALL BE REDUCED
5958 e. Corrine dr. ste 102
\ /
\ /
UNDER COMMON
TO 44" AFF
i FACEPLATE (SEE 2.
NOTIFY ARCHITECT T IF ANY OPERABLE PORTION
scottsdale, az 85254
I I
w
PLAN FOR QUANTITY).
OF A RECEPTACLE INTENDED FOR OCCUPANT
USE IS OUTSIDE THE ACCESSIBLE REACH
PHONE 480.719.0790
dinar@drosas.com
USE WHEN NEED
N
»' DOUBLE BANK OF
RANGE OF 15" MIN TO 48" MAX. IF A REACH
_
\
1 —0 CONTROL OR WHERE
RANGE OBSTRUCTION IS PRESENT (COUNTER,
li
� ¢
_<
UPPER BANK IS NOT
SHELF, ETC.) THE MAX HEIGHT SHALL BE
ZOt
POCKET AND SLIDING DOORS
TWO DOORS IN A SERIES
BOTH DOORS OPEN OUT
DOOR AT OPPOSITE WALLS
z
AVAILABLE DUE TO
REDUCED TO 44" AFF MAX.
REGISTERED
00
SPATIAL CONSTRAINTS.3.
IF EXISTING DEVICES ARE PRESENT, NOTIFY
ARCHITECT
cn
ARCHITECT OF EXISTING HEIGHTS. NEW DEVICE
z
HEIGHTS SHOULD GENERALLY BE MATCHED TO
HOMAS J. MESUK
Q
FINISH FLOOR
EXISTING. ARCHITECT TO CONFIRM.
ATE OF WASHINGTON
4.
ALL LOCATIONS SHALL BE COORDINATED WITH
FINISH WALL PANEL JOINTS BEFORE SETTING
J
IN GYPSUM BOARD/METAL STUD PARTITION.
TYPICAL LOCATION FOR LIGHT SWITCHES, DIMMERS
RESTROOMS/ PLUMBING TYPICAL MOUNTING HEIGHTS
J
J Ln
r-
SCALE: NOT TO SCALE 0
U Ln
2' —1" U.O.N. Lo Q0
_ Q) o LO
P.LAM. * *DISTANCES I
COUNTERTOP & BEYOND 1'-5"00
Q�),cao
BACKSPLASH EXTENDS THE z ° 1`0
—X—i
»KNEE AND TOE 54 MIN CL 17-18" �
CLEARANCE BY 12" MAX 39"-41111 `D 0 o
1�8" MIN THE SAME TOWELS MIRROR FEMININE 42" MIN NOTE: m
DISTANCE DRINKING 1 1/2 MIN *MAINTAIN 36" MIN
P.LAM. 8 MIN DISPENSER TOWELS
CK FOUNTAIN 1 °° )
Q COUNTERTOP & INSULATED HAND DISPENSER CUPS Q 1-1/2 24" MIN 12 MIN 1 i a 6 � O •—
z BACKSPLASH PIPE COVER D GARBAGE o CLEARANCECD _ 1 E > -0 Q .6)
� o z z Q IF EXPOSED TOWELS DRYER _ _ _ _ _ _ _ _DISPOSAL Cn T.P. _ T m BETWEEN TOP o Q L LO 0 r\ o Q) C)
' c.l� 4;Do x o o z - i o OF TOILET TANK o � �
-- -- ° °
N lco ¢ - - o z w x z c� ¢ `° /FLUSH VALVE c�i� — — — — —
SPECIFIED „--i " N N o ; Q Q o z "' AND BOTTOM OF c�
a, z 11 MIN o J
BASE �i 0° � o L1 w N - �— —Ll
—42" MIN GRAB BAR. i'
o � i i cn ; , 42" MAX 7„ 9» 60" MIN
rO CD
6" MAX 6' 1 —5 MIN
1'-5" MIN 2'-1" MAX
ACCESSIBLE SINK DETAIL ACCESSIBLE LAVATORY DETAIL ACCESSORY MOUNTING HEIGHTS ITO OPERABLE PARTS) TOILET ELEVATION HEIGHTS, GRAB BARS, TOILET PAPER DOOR AT OPPOSITE WALLS
703 Signs
.CCE44BR YfOIV�, asraCCOMYOGA GOMYEAGAL6LVLONG6M9WA LYFU WHOUaWO 703.4.2 Location. Where a tactile sign is provided at a door, the sign shall be located alongside the door
703.1 General. Signs shall comply with 703. Where both visual and tactile characters are required, either at the latch side. Where a tactile sign is provided at double doors with one active leaf, the sign shall be
SIGNAGE -: one sign with both visual and tactile characters, or two separate signs, one with visual, and one with located on the inactive leaf. Where a tactile sign is provided at double doors with two active leafs, the sign
NOTE:`'" tactile characters, shall be provided. shall be located to the right of the right hand door. Where there is no wall space at the latch side of a
GC TO ORDER OTF STANDARD PICTOGRAMS SHALL BE +�,�+� 703.2 Raised Characters. Raised characters shall comply with 703.2 and shall be duplicated in braille single door or at the right side of double doors, signs shall be located on the nearest adjacent wall. Signs
ORANGE ADA SIGNAGE FROM ACCOMPANIED BY THE complying with 703.3. Raised characters shall be installed in accordance with 703.4. containing tactile characters shall be located so that a clear floor space of 18 inches (455 mm) minimum
REQUIRED VENDOR EQUIVALENT VERBAL i by 18 inches (455 mm) minimum, centered on the tactile characters, is provided beyond the arc of any
PLACED DIRECTLY BELOW i 703.2.1 Depth. Raised characters shall be 1/32 inch (0.8 mm) minimum above their background. door swing between the closed position and 45 degree open position.
THE PICTOGRAM. i °;,� 703.2.2 Case. Characters shall be uppercase. 703.5.6 Height From Finish Floor or Ground. Visual characters shall be 40 inches (1015 mm) minimum
O O 6" �N i 703.2.3 Style. Characters shall be sans serif. Characters shall not be italic, oblique, script, highly above the finish floor or ground.
THE BORDER DIMENSION ( decorative, or of other unusual forms.
6" 6 SHALL BE 6" MINIMUM INT°" „ �; �� 703.5.7 Stroke Thickness. Stroke thickness of the uppercase letter I shall be 10 percent minimum and 30 N
HEIGHT. ,r F"� 703.2.4 Character Proportions. Characters shall be selected from fonts where the width of the uppercase percent maximum of the height of the character. O
r - - - - - - - r letter "0" is 55 percent minimum and 110 percent maximum of the height of the uppercase letter "1".
703.5.8 Character Spacing. Character spacing shall be measured between the two closest points of adjacent � � 00
CHARACTERS AND SYMBOLS („j,U.COYEWTALLATION 703.2.5 Character Height. Character height measured vertically from the baseline of the character shall be characters, excluding word spaces. Spacing between individual characters shall be 10 percent minimum and
SHALL CONTRAST WITH 5/8 inch (16 mm) minimum and 2 inches (51 mm) maximum based on the height of the uppercase letter 35 percent maximum of character height. O
- THEIR BACKGROUND; �" "I".
BATHROOM `CD
� EITHER LIGHT CHARACTERS ,�"w� TQ" "1 703.5.9 Line Spacing. Spacing between the baselines of separate lines of characters within a message shall
, »» be 135 percent minimum and 170 percent maximum of the character height.
ON A DARK BACKGROUND 703.2.6 Stroke Thickness. Stroke thickness of the uppercase letter I shall be 15 percent maximum of the
= OR DARK CHARACTERS ON (b)WK&CMEWWWALLWTauAT,°N height of the character. 703.6 Pictograms. Pictograms shall comply with 703.6.
z A LIGHT BACKGROUND. 703.2.7 Character Spacing. Character spacing shall be measured between the two closest points of adjacent
raised characters within a message, excluding word spaces. Where characters have rectangular cross 703.6.1 Pictogram Field. Pictograms shall have a field height of 6 inches (150 mm) minimum. Characters
k and braille shall not be located in the pictogram field.
MOUNTING RESTROOM SYMBOLS ADA LAVATORY SIGNAGE 00 MOUNTING. INT'L SYMBOL OF SCCESSIBILITY INTERNATIONAL SYMBOL OF ACCESSIBILITY i sections, spacing between individual raised characters shall be 1/8 inch (3.2 mm) minimum and 4 times
the raised character stroke width maximum. Where characters have other cross sections, spacing between Figure 703.6.1 Pictogram Field Q O
,rD individual raised characters shall be 1/16 inch (1.6 mm) minimum and 4 times the raised character stroke dark -on -light. r
�o width maximum at the base of the cross sections, and 1/8 inch (3.2 mm) minimum and 4 times the 703.6.2 Finish and Contrast. Pictograms and their field shall have anon -glare finish. Pictograms shall M
(c)NOMAICOYE SOLID WfNG WAIL NSTniUTp9 raised character stroke width maximum at the top of the cross sections. Characters shall be separated contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field. � N
from raised borders and decorative elements 3/8 inch (9.5 mm) minimum. ma, 703.6.3 Text Descriptors. Pictograms shall have text descriptors located directly below the pictogram field. N W
703.2.8 Line Spacing. Spacing between the baselines of separate lines of raised characters within a Text descriptors shall comply with 703.2, 703.3 and 703.4.
message shall be 135 percent minimum and 170 percent maximum of the raised character height. 703.7 Symbols of Accessibility. Symbols of accessibility shall comply with 703.7. o
703.3 Braille. Braille shall be contracted (Grade 2) and shall comply with 703.3 and 703.4. 703.7.1 Finish and Contrast. Symbols of accessibility and their background shall have a non -glare finish. o
Symbols of accessibility shall contrast with their background with either a light symbol on a dark z
11 B-306.2 Toe clearance 118-306.3 Knee clearance 703.3.1 Dimensions and Capitalization. Braille dots shall have a domed or rounded shape and shall comply background or a dark symbol on a light background. '.
rAI with Table 703.3.1. The indication of an uppercase letter or letters shall only be used before the first word 18 min • w
—t— of sentences, proper nouns and names, individual letters of the alphabet, initials, and acronyms. 45°
8 min 8 in ass 0
-, 7oa z� 703.3.2 Position. Braille shall be positioned below the corresponding text. If text is multi -lined, braille shall CD
r-------------- i w r-------� be placed below the entire text. Braille shall be separated 3 8 inch (9.5 mm minimum from an other centered on
--- ---! — + c I c tactile characters
9 I _ ; 1 E , tactile characters and 3/8 inch (9.5 mm) minimum from raised borders and decorative elements. ME
1 'i� not in
` ,•"� --� i Pictogram
a E - C =+ ` field
l t� 9 min S; ^ I mf nstallation Height and Location. Signs with tactile characters shall comply with 703.4. 18 min �. DRAWN:
re I!!
`------------J N 2" L---- --J N N 92M 455
� 703 4 I
703.4.1 Height Above Finish Floor or Ground. Tactile characters on signs shall be located 48 inches (1220
Ma
mm) minimum above the finish floor or ground surface, measured from the baseline of the lowest tactile
" s max 1T-25{� 25 max character and 60 inches (1525 mm) maximum above the finish floor or ground surface, measured from Figure 703.4.2 Location of Tactile Signs at Doors DATE: 10.10.23
�„`$ , 11 min M5 11 min 703.5 Visual Characters. Visual characters shall comply with 703.5.
152 < -635 27VT (a) (b) 2n W the baseline of the highest tactile character.
(a) (b) 703.5.1 Finish and Contrast. Characters and their background shall have a non -glare finish. Characters
1,,f. T, elevation plan elevation plan elevation @ lavatory shall contrast with their background with either light characters on a dark background or dark characters SCALE:
SEE PLAN
AREA 0 1 703.5.2 Case. Characters shall be uppercase or lowercase or a combination of both.
ADA DRINKING FOUNTAIN REFUGE JOB NO:
703.5.3 Style. Characters shall be conventional in form. Characters shall not be italic, oblique, script, highly
X decorative, or of other unusual forms.
ca
CD
RES U B
703.5.4 Character Proportions. Characters shall be selected from fonts where the width of the uppercase SHEET:
letter "0" is 55 percent minimum and 110 percent maximum of the height of the uppercase letter "I
Jan 12 2024
703.5.5 Character Height. Minimum character height shall comply with Table 703.5.5. Viewing distance shall CITY OFEDMONDS
be measured as the horizontal distance between the character and an obstruction preventing further DEVELOPMENT SERVICES
P 9 DEPARTMENT
Figure 703.4.1 Height of Tactile Characters Above Finish Floor or Ground approach towards the sign. Character height shall be based on the uppercase letter "I".
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FOR INFORMATION ONLY
SITE IS EXISTING TO
REMAIN AS IS.
RESUB
Jan 12 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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scottsdale, az 85254
PHONE 480.719.0790
dinar@drosas.com
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DRAWN:
DATE: 10.10.23
SCALE:
SEE PLAN
JOB NO:
SHEET:
35'-6 3/4"
Floor Plan
SCALE: 1 /4"=V-0"
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Occupant
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1010.1.9.4 Locks and latches. Locks and latches shall be permitted to prevent operation of doors where any of the
following exists:
1. Places of detention or restraint.
2. In buildings in occupancy Group A having an occupant load of 300 or less, Groups B, F, M and S, and
in places of religious worship, the main door or doors are permitted to be equipped with key -operated
locking devices from the egress side, provided:
2.1. The locking device is readily distinguishable as locked;
2.2. A readily visible and durable sign is posted on the egress side on or adjacent to the door stating: THIS
DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch
(25 mm) high on a contrasting background; and
2.3. The use of the key -operated locking device is revocable by the building official for due cause.
3. Where egress doors are used in pairs, approved automatic flush bolts shall be permitted to be used, provided
that the door leaf having the automatic flush bolts has no doorknob or surface -mounted hardware.
0
FLOOR PLAN GENERAL NOTES:
A. SCOPE OF THIS PROJECT IS A NEW TENANT IMPROVEMENT IN A
EXISTING BUILDING "SHELL" SUITE. WORKS INCLUDES NEW
NON -BEARING PARTITIONS, NEW CEILING, NEW CASE WORK AND
FINISHES AND MPE
B. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED AT JOB SITE
BY THE GENERAL CONTRACTOR. DESIGNER MUST BE NOTIFIED OF
C. ANY DISCREPANCIES BEFORE COMMENCEMENT OF WORK.
D. ALL PUBLIC USE OF EQUIPMENT TO BE HANDICAP COMPLIANT PER
ADA
E. GENERAL CONTRACTOR TO REVIEW LOCATION OF THERMOSTATS, FIRE
HORNS, ETC. PER CITY PRIOR TO INSTALL.
F. PROVIDE SHOP DRAWINGS FOR ALL MILLWORK.
G. PROVIDE BRACING AND FIRE RETARDANT BLOCKING FOR ALL
MILLWORK AS REQUIRED.
H. ALL SIGNS REQUIRE SEPARATE PERMITS AND APPROVALS. AND SHALL
COMPLY TO ALL ADA REQUIREMENTS
I. ALL DOORS TO BE PAINTED HOLLOW METAL UNLESS NOTED
OTHERWISE. SEE DOOR SCHEDULE AND HARDWARE LEGEND, SHEET
D-3
J. DOORS TO BE HELD 2" FROM EDGE OF JAMB TO FACE OF
ADJACENT INTERSECTING WALL
K. PROVIDE WINDOW COVERING TYP. AT PERIMETER OF BUILDING.
COVERINGS TO BE OWNER FURNISHED, CONTRACTOR INSTALLED. LANDLORD TO REVIEW
L. FURR OUT BUILDING CORE WALLS AND COLUMNS TO ACCOMMODATE
POWER AND PHONE WHERE NEEDED - COORDINATE WITH OWNER
M. SEE DETAIL SHEET D-2 FOR TYP. MTG. HTS.
N. REFER TO ELECTRICAL PLANS FOR LIGHT FIXTURE SCHEDULE. SEE
A-3 FOR MTG. HEIGHTS
0. F.E. CAB LOCATION TO BE DETERMINED WITH FINAL LAYOUT OF
OWNERS FURN. AND SHALL BE FLUSH. EXT. SHALL NOT TO EXCEED
75' APART AND SHALL BE 2A10BC
P, NOT USED
Q. PROVIDE WATERPROOF GYP BD. AT ALL TOILET ROOMS
INSULATE ALL EXPOSED DRAIN PIPES PER CITY AND ADA
R. REFER TO D1 FOR WALL DETAILS
S. PROVIDE BACKING AT ALL LAVS FOR MIRROR.
T. ALL ANGLES ARE 45 DEGREES U.N.O.
U. PROVIDE CLEAN AND FINISHED TRIM AT WALL WHERE GRID MEETS WALL.
V. PROVIDE 6" HIGH CONTRAST SUITE #'S AT ALL TENANT ENTRY/EXIT
DOORS. VERIFY BUILDING STANDARD WITH DEVELOPER TO MATCH ENTIRE
PROJECT - BY LANDLORD
W. ALL WALLS TO BE FINISHED TO A LEVEL 4 FINISH.
FLOOR PLAN KEYNOTES:
1. EXISTING STFT DOOR. REPAIR AS REQUIRED. PROVIDE PANIC BAR IF NOT EXISTING.
2. SIGNAGE ABOVE DOOR TO READ "THIS DOOR MUST REMAIN UNLOCKED WHEN
BUILDING IS OCCUPIED."
3. DASHED LINES DESIGNATE OWNER PROVIDED MILLWORK.
4. PROVIDE MAXIMUM OCCUPANCY SIGNAGE PER 1004.3 AT STUDIO DOORS
5. NEW DEMISING WALL. SEAL OPENINGS W/ FIRE/SOUND STOPS. PROVIDE DECK PLUGS
6. PROVIDE PLYWD FOR T.B. BACKBOARD PER OWNER'S IT CONSULTANT
7. REFER TO D-2 FOR MTG HTS/SWITCH LOCATIONS TYP. PLATES: WHITE
8. 2A10BC SEMI -RECESSED FIRE EXTINGUISHER MOUNTED IN WALL CAB
9. GC PROVIDED DESK. REFER TO KIDSTRONG DIP FOR DESK VENDOR
10. ADJACENT TENANT - N.I.C.
11. NEW SERVICE SINK LOCATION. PROVIDE NEW SINK. PROVIDE FRP SURFACE BEHIND SINK
12. PROVIDE BACKING IN WALL AT ALL CABINETS, GRAB BARS, SINKS, D.F.,SHELVES, MIRRORS.
13. EXISTING COLUMN. FURR AROUND TIGHTLY IMBED IN WALL OR KIDSTRONG WRAP OPEN COL.
14. INSULATE DRAIN PIPE AND HOT WATER SUPPLY AT SINK
!)
16. EXT. SHELL WALL. FURR AND INSULATE EXISTING CONCRETE PERIMETER TO COMPLETE WALL
3-5/8 STUD W/ 9 TYPE X GYP. HOLD OFF CONIC 1" AND INSULATE CAVITY WITH R-19
18. ALL NEW WALLS ARE 3-5/8" METAL STUD WALLS U.N.O. AT WALL DESIGNATION
19• (E) ADA RESTROOM - GC TO ADJUST FIXTURES AND WALLS TO TO MEET ADA.
NEW FINISHES. SEE A-4 AND ELEVATIONS D2
20. SEE SHEET D-2/12 FOR RESTROOM INFORMATION.
21. GC TO COORDINATE SPEAKER LOCATIONS WITH OWNER. WALL SPEAKER CENTERED ON DOOR
22. PATCH AND REPAIR FLOOR AND CAP ELECTRICAL AS NEEDED FOR NEW CONST.
23. NEW INSTAHOT WATER HEATER AT SINKS
24. GC TO VERIFY CONCRETE SLAB. PROVIDE TO MATCH EXIST'G IF NOT EXISING.
DOWEL TO EXISTING AS REQUIRED IF SLAB IS NOT PROVIDED IN SECTIONS.
25. ELECTRICAL PANELS - VERIFY EXISTING LOCATIONS.
26. PROVIDE CLEAR CORNER GUARDS ON ALL OUTSIDE CORNERS IN HIGH TRAFFIC AREAS.
27. KOALA BABY CHANGING TABLE PER CORPORATE SPECIFICATIONS. PROVIDE BACKING.
28. 36" CLEAR TEMP GLASS FLOOR DIVIDER W/ 36" GATE OPENING PER PLAN
CR LAURENCE CONNECTORS. PULLS COLS3CH AT GATE AND PS36CBS POSTS W/ CAPS
AND END CAPS. BUTT UP AT WALLS/ 1 " FROM GLASS AT END OF RUN
29. NEW HIGH/LOW ADA COMPLIANT DRINKING FOUNTAIN. RELOCATED FROM EXISTING SUITE
ADD BOTTLE FILLER
30. EXISTING DOORS. LOCK AND REMOVE HARDWARE
31. EXISTING DOORS. REPAIR AS REQUIRED. PROVIDE PANIC HARDWARE AT EXIT DOORS
LEGEND:
DOOR D NUMBER
ODOOR TYPE - REFER TO SHEET D-3 (2�1 SHEET NUMBER
WINDOW TYPE - REFER TO SHEET D-3
® STEEL COLUMN - EXISTING ELEVATION NUMBER
1
jam( EXIT SIGN - REFER TO ELECTRICAL DWGS A-1
jO( SHEET NUMBER
SEMI -RECESSED CAB AND FIRE EXTINGUISHER - TYPE 2A1OBC ONE
FE FIRE EXTINGUISHER PER 75' OF TRAVEL DISTANCE FROM ALL POINTS
OF FLOOR AREA
o WALL TYPE - REFER TO SHEET D-1.
COORDINATE WALL TYPE CONSTRUCTION, SEE SHEET D-1 FOR WALL
TYPE ASSEMBLIES. REFER TO DETAIL D-3 FOR ADDITIONAL
INFORMATION REGARDING METAL STUD FRAMING REQUIREMENTS.
WALL GRAPHICS DEFINITIONS
new insulated walls
new uninsulated wall
existing walls
existing exterior walls
EXISTING STORE FRONT
X" BUTT JOINT TEMPERED GLAZING IN GLASS CHANNELS PER SPEC.
TOP AND BOTTOM. 48" HIGH
ALL BUILDING SHELL EXTERIOR WALL/WINDOWS ARE EXISTING. REPAIR
ANY DAMAGE. REPAIR TO LIKE NEW CONDITION.
ALIGN: ACCURATELY ALIGN FACE OF NEW WALL CONSTRUCTION TO
FACE OF EXISTING WALL OR TO ALIGN WALLS IN THE SAME PLANE
NOTE TO GC:
ALL COMPUTERS TO BE ON DEDICATED CIRCUITS
ALL DIMENSIONS ARE FINISHED RESUB
DIMENSIONS.
Jan 12 2024
ALL SHELL WALLS TO BE FURRED AS REQUIRED
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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G R O U P
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5958 e. Corrine dr. Ste 102
Scottsdale, az 85254
IPHONE 480.719.0790 I
dinar@drosas.com
REGISTERED
ARCHITECT
MOMAS J. MESLIK
ATE OF WASHINGTON
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DRAWN:
DATE:
10.10.23
SCALE:
SEE PLAN
JOB NO:
SHEET:
A-2
4.1
3'-3"
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SCALE: 1/4"=V-O"
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PROVIDE DISCONNECT ON INSIDE WALL FOR EXTERIOR SIGNAGE AND ROUTE THOUGH 7DAY
TIME CLOCK AND HANDS/OFF/AUTOMATIC OPERATION. COORDINATE WITH OWNER
CLOSE OUT DOCUMENTATION IS REQUIRED INCLUDING WSEC LIGHTING COMPLIANCE REPORTS
THAT DOCUMENT ALL INTERIOR AND EXTERIOR LIGHTING AND/OR SURFACE TYPES, LIGHTING
POWER ALLOWANCES AND INSTALLED DENSITIES.
ELECTRICAL FIXTURES
LIGHT FIXTURES WEIGHING LESS THAN 10 LBS. SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE
STRUCTURE ABOVE. THIS WIRE MAY BE SLACK.
LIGHT FIXTURES WEIGHING MORE THAN 10 LBS. AND LESS THAN 56 LBS. SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING
CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE.THESE WIRES MAY BE SLACK
LIGHT FIXTURES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED BY DIRECTLY FROM THE STRUCTURE ABOVE THESE WIRES
MUST BE TAUT.
PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9 GAGE WIRE OR AN
APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT
TANDEM FIXTURES MAY UTILIZE COMMON WIRES
MECHANICAL SERVICES
TERMINALS OR SERVICES WEIGHING 20 LBS. BUT NOT MORE THAN 56 LBS. MUST HAVE TWO 12 GAGE WIRES CONNECTING THEM TO
THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK
TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FROM THE STRUCTURE
ABOVE. THESE WIRES MUST BE TAUT.
SYMBOLS LEGEND:
FIXTURE HEIGHTS @+1 V-0"
Q DOWNLIGHT W/ DESIGNATION
VERIFY IF EXISTING AND IN
GOOD WORKING ORDER
LINEAR PENDANT LIGHT
7 EXIT SIGN - REFER TO ELECTRICAL DWGS
CYLINDER PENDANT DOWNLIGHT
2X4 LED FIXTURE
I IVh I I UKNJ AKUUNU
ITSELF IN 3" PER ASTM C
636 ITEM 2.3.4
LATERAL FORCE BRACING
N.T.S.
MAX. @ ENDS
FACE OF WALL
j --- L_ VERT. WIRE HANGERS: 12 GA @
SEE WALL 4'-0" O.C. BOTH WAYS OR 10 GA.
ATTACHMENT @ 5'-0" O.C. BOTH WAYS HANGER
DETAILS TO BE NO MORE THAN 1:6 OUT
OF PLUMB UNLESS COUNTER -
SLOPING WIRE IS PROVIDED.
REFER TO 8/D-2
FOR ACOUSTICAL HANGERS
AT ALL HANGWIRES
HOLD AS TIGHT TO STRUCTURE
AS POSSIBLE
PROVIDE R30 THROUGHOUT.
3 LATERAL -FORCE -BRACING
SCALEATS
RT. STRUT @ 12'-0" EACH
,ECTION FASTENED TO MAIN
NNER; CUT TIGHT TO STRUCTURE
OVE. MAY BE EMT CONDUIT, MTL.
JD OR COMPRESSION STRUT
RTICAL WIRE HANGER -NO. 12
UGE @ 4'-0" O.C.
AVY DUTY MAIN RUNNER AT 4'-0"
;. PER ASCE 7-10 13.5.6.2.2
OSS RUNNER
CO
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CEILING NOTES
SPREADER BAR OR OTHER
MEANS APPROVED BY LOCAL
BLDG. DEPT. TO KEEP
PERIMETER COMPONENT FROM
SPREADING APART.
PERIMETER HANGER WIRE
MAIN BEAM OR
CROSS TEE
ANGLE MOLDING
ATTACH GRID TO (2) ADJACENT 3/4" MIN. @
WALLS (POP RIVETS OR UNATTACHED
APPROVED METHOD) WALLS
NOTE:
SPREADER BARS ARE NOT REQUIRED IF A 90
DEG. INTERSECTING CROSS OR MAIN IS
WITHIN 8" OF THE PERIMETER WALL
SCALE:NTS
WALL
1. ALL WIRE SHALL BE 12 GA. GALV. WIRE OR CODE APPROVED EQ.
2. ALL HANGERS & RUNNERS SHALL BE ACCURATELY LEVELED & SPACED PER MANUF
SPECS.
3. ALL INTERSECTIONS & CONNECTION ACCESSORIES SHALL BE CAPABLE OF
WITHSTANDING DESIGN LOADS REQ BY LOCAL CODES.
4. AT LIGHT FIXTURES LESS THAN 10 LBS. PROVIDE (1)12 GA. WIRE.
5. AT LIGHT FIXTURES WEIGHING MORE THAN 10 & LESS THAN 56 LBS. USE (2)12 GA.
WIRES AT OPPOSING CORNERS TO SRUCTURE ABOVE.
6. AT LIGHT FIXTURES WEIGHING MORE THAN 56 LBS. SUPPORT DIRECTLY TO
STRUCTURE ABOVE.
7. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM STRUCTURE
ABOVE w/ 9 GA. WIRE w/o USING THE CLNG SYSTEM FOR DIRECT SUPPORT.
VERTICAL STRUT SCHEDULE
EMT CONDUIT
z' EMT CONDUIT UP TO 6-0"
4" EMT CONDUIT UP TO F-6"
1" EMT CONDUIT
UP TO IU-0"
METALSTUDS
1$" MTL. STUD (25 GA.)
UP TO 6-2"
2 2" MTL. STUD (25 GA.)
(2) 2 2" MTL. STUDS (25 GA.
ITO BACK W/ SCREWS 12" .
U 16-0"
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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5958 e. corrine dr. ste 102
scottsdale, az 85254
IPHONE 480.719.0790 I
dinar@drosas.com
71 REGISTERED j
ARCHITECT I
THOMAS J. MESUK
'ATE OF WASHINGTON
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DRAWN:
DATE: 10.10.23
SCALE:
SEE PLAN
JOB NO:
SHEET:
A-3
FLOOR FINISH:
FF-1: FITNESS ROOM RUBBER FLOOR
RUBBER FLOORING: PROVIDED BY FRANCHISOR. FLOOR
IS ROLLED AND CUT IN PLACE BY GC. INSTALL TIGHT TO
STUDIO WALLS AND PONY WALLS. REFER TO STUDIO
EQUIPMENT DOCUMENT FOR INSTALLATION AND
ASSEMBLY
FF-2
POLISHED CONCRETE. SEALED. MUST MEET ADA C.O.F.
FINISH TO LEVEL 3. NO TRENCHES,
FF-3 RESTROOM FLOORS
ARIZONA TILE: LAGOS COLOR -.CONCRETE 12X24, 3
OFFSET, GROUT MAPEI GREY
BASE BOARD:
B1: RUBBER BASE
JOHNSONITE RUBBER BASE #40 BLACK, ROLL, 4" HIGH,
TOE PROFILE
WALL FINISH:
PT-1 RESTROOM WALLS:
ARIZONA TILE: BARE COLOR WHITE, 3X12 WITH 3"X6"
PENCIL BULLNOSE. GROUT:MAPEI AVALANCHE
WAINSCOT @+48" ALL WALLS
WALL FINISH NOTES:
1. ALL WALL FINISHES TO BE LEVEL 4 WITH 1 COAT TINTED PRIMER AND
MIN 2 COATS OF PAIN - LOW VOC. NO VENDOR SUBSTITUTION
PAINT SCHEDULE*:
P1: SHERWIN WILLIAMS: HIGH REFLECTIVE WHITE SW7757, EGGSHELL TYPICAL
P2 PT-1 (SEMI -GLOSS)
ALL DOORS, FRAMES, AND RESTROOM WALLS TO BE SEMI -GLOSS
P3: SHERWIN WILLIAMS:CUSTOM GREEN: 8900-17Y24,8915-2Y44,8916-35Y40,8920-3Y16
EGGSHELL. LOCATION ON DEVELOPMENT FLOORS TO BE DETERMINED CY CORP
*ALL PAINTS ARE LOW VOC, MEETING OR EXCEEDING LEED
CRITERIA. DISTRIBUTED BY SHERWIN-WILLIAMS
PROVIDE SHERWIN WILLIAMS PRO INDUSTRIAL PRE -CATALYZED WATER BASED
EPDXY PRODUCT K45WO015X EG-SHEL AND K46WO0153 SEMI -GLOSS.
FRP
FRP - CRANE COMPOSITES SMOOTH WHITE 85 GLASBOARD/ W/ SURFASEAL
-BEHIND JANITOR SINK
ACOUSTICAL CEILING
ACT1 ARMSTRONG DUNE 24X48 SECOND LOOK TEGULAR
USG SLIMLINE GRID. WHITE
Finish Plan
SCALE : 1 /4"=V-0"
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d. rosas
D E S I G N
G R O U P
I I c
5958 e. cordne dr. ste 102
scottsdale, az 85254
PHONE 480.719.0790
dinar@drosas.com
71 REGISTERED j
ARCHITECT r
THOMAS J. MESUK
'ATE OF WASHINGTON
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DRAWN:
DATE: 10.10.23
SCALE:
SEE PLAN
JOB NO:
SHEET:
A-4
NOTE: DETERMINE LOCATION OF
TENDONS IN POST TENSIONED
CONCRETE DECK PRIOR TO
FASTENING BRACES TO DECK.
(AS APPLICABLE)
<+ +� 1 1 /2" CR STL CHANN
L �\ @ A4C 0'STAG0 CGERED
HEAD
NOTE: PROVIDE 1 BRACE IN EACH
DIRECTION ABOVE EACH DOOR JAMB.
(TOTAL OF 2 BRACES PER DOOR OPENING)
0--1 WALL BRACE
0
Li SCALE 3" = 1'-0"
HEA'; _Y DUTY SYSTE 41 FOR
S=13MIC DE31CN CATEGORY D
BOTTOM OF STRUCTURE SEE
DETAIL 11 /D3 FOR CONNECTION.
1 1 2" X 2" X 16 GA. STEEL
AN LE CLIP. SCREW ATTACH
TO TOP STUD TRACK AND TO
BRACE WITH #10 X 3/8" WITH
SELF —TAPPING PAN HEAD SCREWS.
\—ACOUSTICAL CEILING SYSTEM
SCRIBE OUT AT PARTITION
STEEL STUD
SEE WALL TYPE
FOR CONSTRUCTION
9 GA GALV HANGER WIFE AT
T-O" OC MAX FASTEN WITH
MIN 4 TIGHT TURNS IN 1-10
BOTH ENDS OF WIRE (TYP)
9 GAGALV, BRACING
'HIRE WITH MIN 4 TIGHT
TURNS IN 1 V2" BOTH
ENDS OF WIRE (TYP.)
SM" GWB ATTACH TO
ACROSS-T W/ 1 1t4"
TYPE "S' SCREWS
16 GA GALV. TIE WIRE
CROSS-T SPLICE, 8" LAPPING,
VW1 DOUBLE LOOPS OF 16 GA
WIRE TYPING AT EACH END.
SEE NOTE 3.2.2-A, DETAIL 14J-
GROSS-T Its 2'-0' O.C.
MAIN RUNNER* 4'-0" O.C.
IA41N RUNNERSPLICE,
12" LAPPING MIN. W1
DOUBLE LOOPS OF 16
GA WIRE TYING AT
EACH END, SEE N07E
3.2.2.3. DETAIL 141-
REFER AND fVSTALL PER DSA IR-25-3
,SUSP. GYP. CEILING,
TILE, CARPET OR RUBBER FLOOR — SEE FIN. SCHED.
BLACK VINYL.
CONC. OR VINYL TILE — SEE FIN. SCED.
�. ; SKIM COAT AS NECESSARY
°° ° UNDER FLOORING MATERIAL
TO PROVIDE A SMOOTH TRANSITION
EXISTING CONCRETE FLOOR
TRANSITION AT UNEVEN MATERIAL
.FLOORING TRANSITION
SCALE 6" = 1'-0"
VERTICAL HANGER WIRE ATTACHMENT
SHOT -IN ANCHOR
t00F
AN12 GA. "HILTI" CEILING CLIP OR EQUAL.
IERTICAL HANGER WIRE WITH (3) TIGHT
TURNS EACH END.
SPLAYED SEISMIC BRACING WIRE ATTACHMENT
DRILL -IN EXPANSION ANCHOR
1"x2"x12 GA. MIN. STEEL STRAP
frl
ROOF
SEISMIC SPLAY BRACING WIRE WITH (3) TIGHT TURNS
EACH END.
NOTES
• HANGER WIRES SHALL BE 12 GAGE AND •
SPACED 4 FEET O.C. OR 10 GAGE SPACED 5
FEET O.C.
• ANY CONNECTION DEVICE AT THE SUPPORTING
CONSTRUCTION SHALL BE CAPABLE OF 0
CARRYING NO LESS THAN 100 LBS.
• POWDER DRIVEN SHOT -IN -ANCHORS ARE AN
APPROVED METHOD OF ATTACHMENT FOR
HANGER WIRES
HANGER WIRES MUST BE PLUMB WITHIN 1 IN 6
UNLESS COUNTER SLOPING WIRES ARE PROVIDED
TERMINAL ENDS OF EACH MAIN BEAM AND
CROSS TEES MUST BE SUPPORTED WITHIN 8"
OF EACH WALL WITH A PERIMETER WIRE.
WIRES SHALL NOT ATTACH TO OR BEND
AROUND INTERFERING MATERIAL OR
EQUIPMENT. A TRAPEZE OR EQUIVILENT
DEVICE SHALL BE USED WHERE
OBSTRUCTIONS PRECLUDE DIRECT
SUSPENSION. TRAPEZE SUSPENSIONS SHALL
BE MIN. BACK-TO-BACK 1-114" COLD ROLLED
CHANNELS FOR SPANS EXCEEDING 48"
HANG WIRE ATTACHMENT
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(THIS SIDE)
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SCALE 3" = 1'-0"
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ANCHOR TO STRUCTURE ABOVE
REFER TO D3
PROVIDE DECK PLUG AT ROOF DECK
At metal deck attachment provide #12
Tek screws 8" O.C. staggered at track
to metal deck above. provide #12 Tek
screws for track to stud attachment
CONT. COMPRESSIBLE GASKET
3 5/8" 16 GA WALL SUPPORT KICKER
45 DEGREES TO STRUCTURE ABV.
OFFSET EVERY 24" AT GLASS WALL.
CEILING AS SCHEDULED
SCRIBE OUT AT PARTITION.
CONTINUOUS GYPSUM BOARD
TO STRUCTURE
PROVIDE 2)2X8 BLOCKING @9'-0" WHER
TRX OCCURS. SEE FLOOR PLAN A2
5/8" SINGLE LAYER TYPE X GYPSUM
WALLBOARD — EACH SIDE
TAPE AND JOINT
COMPOUND
3-5/8" C—SHAPE STEEL STUDS
REFER TO STUD SCHEDULE
FOR SPACING, GAUGE, THICK—
NESS AND HEIGHT LIMITS
R-19 BATT INSULATION
DEPENDING ON STUD SIZE
3-5/8"" STEEL STUD
ANCHOR RUNNUER & ENDS
AND @ 16" O.C. W/ RAMSET
1500 POWDER ACTUATED
FASTENERS OR EQ. PER I.C.C.
EVALUATION REPORT NO. 1799
SCHEDULED WALL/BASE (TYP.)
3-5/8"" FLOOR TRACK
ACOUSTICAL
SEALANT —EACH SIDE
PROVIDE WALL MAT TOP AND BOTTOM
STUDS TO BE 18 GA MIN
ANCHOR TO STRUCTURE ABOVE
WITH RAMSET/ RED HEAD 5 R527
#5 SHOT OR EQUAL.
REFER TO D3
PROVIDE DECK PLUG AT ROOF DECK
At metal deck attachment provide #12
Tek screws 8" O.C. staggered at track
to metal deck above. provide #12 Tek
screws for track to stud attachment
CONT. COMPRESSIBLE GASKET
CONTINUOUS GYPSUM BOARD
TO STRUCTURE
5/8" LAYER TYPE X GYPSUM
N) TEN AN WALLBOARD — TI SIDE
SIDE
WALL TYPE.
TAPE AND JOINT
COMPOUND
6" C—SHAPE STEEL STUDS
REFER TO STUD SCHEDULE
FOR SPACING, GAUGE, THICK—
NESS AND HEIGHT LIMITS-20 GA MIN.
R-19 BATT INSULATION
6" STEEL STUD
ANCHOR RUNNUER & ENDS
AND @ 24' O.C. W/ RAMSET
1500 POWDER ACTUATED
FASTENERS OR EQ. PER I.C.C.
EVALUATION REPORT NO. 1799
ACOUSTICAL AND FIRE
SEALANT(EACH SIDE)
PROVIDE KINETICS WALL MAT TOP/BOTT.
;qE%/� UBS3 FOR ADDT'L INFO
SCALE 3" = 1'-0" TENANT DEMISING WALL COMBINED
WITH WALL TYPE K SOUND WALL.
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CLG. AS OCCURS
FINISH SIDE
FINISH FACE OF EXISTING
SHELL PARTITION
5/8" SINGLE LAYER GYPSUM
WALLBOARD
TAPE AND JOINT
COMPOUND
C—SHAPE STEEL STUDS
REFER TO STUD SCHEDULE
FOR SPACING, GAUGE, THICK—
NESS AND HEIGHT LIMITS
ANCHOR TO SHELL PARTITION
3-5/8" STEEL STUD
W/ BATT INSULT TO FILL
SCHEDULED BASE (TYP.)
FLOOR TRACK
ACOUSTICAL SEALANT
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DETAIL 12 THIS DRAWING
STEEL STUD
CEILING SYSTEM AS SHOWN ON PLAN
REFER A3
5/8" SINGLE LAYER GYPSUM
WALLBOARD (EACH SIDE)
TAPE AND JOINT
COMPOUND
C—SHAPE STEEL STUDS
REFER TO STUD SCHEDULE
FOR SPACING, GAUGE, THICK—
NESS AND HEIGHT LIMITS
3-5/8 STEEL STUD
SCHEDULED BASE (TYP.)
ANCHOR RUNNER & ENDS
AND @ 24' O.C. W/ RAMSET
1500 POWDER ACTUATED
FASTENERS OR EQ. PER I.C.C.
EVALUATION REPORT NO. 1799
SEE 10/11 D-3 FOR ADDT'L INFO
FLOOR TRACK
ACOUSTICAL SEALANT
(EACH SIDE)
BRACE TO STRUCTURE
ABOVE —SEE WALL BRACE
DETAIL 12 THIS DRAWING
R-13 BATT INSULATION
STEEL STUD
ACOUSTICAL CEILING SYSTEM
REFER TO A3
5/8" SINGLE LAYER GYPSUM
WALLBOARD (EACH SIDE)
TAPE AND JOINT
COMPOUND
C—SHAPE STEEL STUDS
— REFER TO STUD SCHEDULE
FOR SPACING, GAUGE, THICK—
NESS AND HEIGHT LIMITS
3-5/8" STEEL STUD
SCHEDULED BASE (TYP.)
ANCHOR RUNNER & ENDS
AND @ 24' O.C. W/ RAMSET
1500 POWDER ACTUATED
FASTENERS OR EQ. PER I.C.C.
EVALUATION REPORT NO. 1799
SEE 10/11 D-3 FOR ADDT'L INFO
FLOOR TRACK
ACOUSTICAL SEALANT
(EACH SIDE)
ITCH WHEN
:ENT TO
STROBE
RMOSTAT
CTRICAL
TCH — TYP.
_L MTD ELEC. OR PHONE
-LET
SEE 10/11 D-3 FOR ADDT'L INFO
(� 04� I-n
TYP. MOUNTING HEIGY"1,7)
SCALE 1 /2" = 1'-0" CITY OFEDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
It-
PC
44
d rosas
D E S I G N
G R O U P
I I C
5958 e. corrine dr. Ste 102
scottsdale, az 85254
PHONE 480.719.0790
dinar@drosas.com
REGISTERED
ARCHITECT
(HOMAS J. MESUK
ATE OF WASHINGTON
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DRAWN:
DATE: 10.10.23
SCALE:
SEE PLAN
JOB NO:
SHEET:
D-1
KEYED NOTES:
1. SEAT COVER DISP. AC-11
2. 36" NON SLIP HAND RAIL. PROVIDE BACK'G AC-1
3. MIRROR—AC-4
4. INSULATION AT DRAIN PIPE
5. 3 COATS OF SEMI —GLOSS PAINT 0/ (E) GYP WALLS.
6. SCHLUTER TRIM, US26 BRUSHED CHROME
7• 42" NON —SLIP HANDRAIL. PROVIDE BACKING AC-2
8. FIELD TILE
9• PAPER TOWL DISP. AC-5
10.NOT USED
1 1 . 18" VERT. GRAB BAR AC-10
12. T.P. DISPENSER AC-3
13. SANITARY NAPKIN DISPOSAL AC-9
14.ROBE HOOK AC-6
REFER TO DETAIL ON SHEET D-2/12 FOR MOUNTING
HTS AND ADA DIMENSIONS AND NOTES.
ALL TILE TO BE CENTERED ON WALL.
TOILET ROOM ACCESSORIES
AC-1: BOBRICK 36•' GRAB BAR 86806
AC-
2: BOBRICK 42" GRAB BAR B6806 SERIES
AC-3: BOBRICK TOILET TISSUE DISPENSER B-4288
AC-4: BOBRICK 18 X 36 B-290
AC-5: BOBRICK AUTO TOUCHLESS PAPER TOWER DISPENSOR B-72974
AC-6: BOBRICK SINGLE ROBE HOOK B6717 S.S. (RESTRM DOOR)
AC-9; BOBRICK SANITARY NAPKIN DISPOSAL B-270
AC-10: BOBRICK GRAB BAR 18" B6806 SERIES
AC-11: BOBRICK STAINLESS STEEL B-4221
RESTROOM
SCALE : 1 /4" = 1'-0"
Alt
CONCRETE
a �, —
4{ A .
le -
(4) EBA3U 30 X 3r7l8'
Concrete Anchors per Plate
O POST
ANCHORS
see plan
P-3
sound bar
\� \g�s
lidin to pr
TEMP TEMP TEMP
0
00
tv
12'-0"
f
FLOOR DIVIDING WALL
SCALE : 1 /4" = 1'-0"
53'-1 1 1 /4"
f
P-1
14'-8 1 /4"
P-1
El
TEMP TEMP
P 22
0
i�
HHHE
P-1
P-2 z
GC PROVIDED DESK
REFER TO DIP
FOR SHOP DRAWINGS
B-1
OFFICE WALL
SCALE : 1 /4" = 1'-0"
L-E
B-1 B-1
SS KICKPLATE
L�ss KICKPLATE
P-1
P-1
OPEN TO
BEYOND
OPEN TO BEYOND
U
O
2'-5 1 /2"
2'-5 1 /2"
a
1 /2" TEMPERED
SEE A-2 FOR STILE
CLEAR GLASS
INFORMATION
3'-0"
3'-0"
1 /2" TEMPERED CLEAR GLASS
SEE A-2 FOR STILE INFORMATION
°
TEMP
TEMP
TEMP
TEMP
TEMP
TEMP
TEMP
TEMP TEMP
TEMP TEMP TEMP TEMP TEMP TEMP
3'-6" typ
3'-6" typ.
FITNESS FLOOR TYPICAL LOW SEPARATION PARTITION.
SCALE : 1 /4" = 1'-0"
4D-2
4
RESUB
Jan 12 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
d . rosas
D E S I G N
G R O U P
I I c
5958 e. corrine dr. ste 102
scottsdale, az 85254
PHONE 480.719.0790
dinar@drosas.com
REGISTERED
ARCHITECT
tHOMAS J. MESLIK
ATE OF WASHINGTON
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DRAWN:
DATE: 10.10.23
SCALE:
SEE PLAN
JOB NO:
SHEET:
STUD
WIDTH
STUD
GAUGE
STUD
SPACING
PARTITION
HEIGHT
BRACING SPACING
WHERE OCCURS
1 5/8"
25
16
10'-2"
4'-0"
O.C.
24
8'-3"
4'-0"
O.C.
25
16
13'-2"
6'-0"
O.C.
24
10'-9"
6'-0"
O.C.
2 1 /2"
22
16
14'-9"
6'-0"
O.C.
24
12'- 1 "
6'-0"
O.C.
20
16
16'-3"
6'-0"
O.C.
24
13'-3"
6'-0"
O.C.
25
16
15'-3"
8'-0"
O.C.
24
12'-5"
8'-0"
O.C.
3 5/8"
22
16
1 9'-1
"
8'-0"
O.C.
24
15'-7"
8'-0"
O.C.
20
16
21'-0"
8'-0"
O.C.
24
17'-2"
8'-0"
O.C.
18
16
23'-0"
8'-0"
O.C.
24
20'-1 "
8'-0"
O.C.
16
16
24'-6"
8'-0"
O.C.
24
21 '-6"
8'-0"
O.C.
ANCHOR TO STRUCTURE ABOVE
WITH RAMSET/REDHEAD 5R527
#5 SHOT OR WITH 2 #10 SCREWS.
STUD
WIDTH
STUD
GAUGE
STUD
SPACING
PARTITION
HEIGHT
BRACING SPACING
WHERE OCCURS
25
16
18'-6"
10'-0" O.C.
24
15'-1 "
10'-0" O.C.
6"
22
16
26'-3"
10'-0" O.C.
24
22'-4"
10'-0" O.C.
20
16
28'-6"
10'-0" O.C.
24
23'-4"
10'-0" O.C.
18
16
34'-3"
10'-0" O.C.
24
28-1 "
10'-0" O.C.
16
16
36'-6"
10'-0" O.C.
24
32-1 "
10'-0" O.C.
VALUES BASED ON NO AXIAL LOAD AND DEFLECTION LIMIT OF h/120 (VERIFY
WITH ARCHITECTURAL SPECIFICATIONS FOR SPECIAL REQUIREMENT)
BRACING DESIGN BASED ON MAXIMUM WALL HEIGHT (TO CEILING) OF 10'-0"
TOP AND BOTTOM TRACK TO BE SAME GAGE AS STUD. SPLICE TOP TRACK
AT BRACING OR WALL CORNERS
GENERAL STRUCTURAL NOTES
APPLY UNLESS NOTED OTHERWISE
COLD FORMED STRUCTURAL STEEL FRAMING (I.C.B.O. #4943 P)
ALL COLD —FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF THE
"SPECIFICATIONS FOR THE DESIGN OF COLD —FORMED STEEL STRUCTURAL MEMBERS" BY THE
AMERICAN IRON AND STEEL INSTITUTE.
STEEL FOR ALL STUDS AND FOR ALL GAGES OF TRACK, ACCESSORIES AND BRIDGING SHALL HAVE
A MINIMUM YIELD STRENGTH OF 33 KSI.
ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK.
UNLESS NOTED OTHERWISE, PROVIDE DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS.
BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION.
CONCRETE
1
1 1 STEEL ANGLE 1 1 /2"x1 1 /2"x 10 GAGE
1� x 1'-0" LONG W/2 HILTI DN .148"0
1 1/2" x 2" x 16 GA.7=����
PINS OR 2 #10 SCREWS
7
STEEL ANGLE CLIP. ATTACHED
TOP STUD TRACK AND BRACES 1 1 /2" COLD —ROLLED
WITH 2 #10 x 3/8" STEEL CHANNEL
SELF —TAPPING PANHEAD SCREWS. BRACE STAGGERED
AT 4'-0" O.C.
_—_—CEILING—__
CASING BEAD
TOP TRACK
STUD AT BRACE
ATTACHED TO TRACK —
NOTE: PROVIDE 1 BRACE IN EACH
DIRECTION ABOVE EACH DOOR JAMB.
(TOTAL OF 2 BRACES PER DOOR OPENING).
N0. 12 GAGE WIRES (.1055"4) LOOPED
AROUND TRACK AT STUD
TOP TRACK
STUD AT BRACE ATTACHED TO TRACK
TOP TRACK SUPPORT DETAILS - TOP CONNECTIONS
ATTACHMENT AS REQ'D.
TO FLOOR SLAB OR DECK
OR ROOF FRAMING
10 GAGE
TRACK x
1'-0" LONG W/4
HILTI DN
.148'0
POWDER
DRIVEN
PINS OR
#10
SCREWS
SLIP TRACK (SPECIAL)
STUDS
DOOR SCHEDULE
NO. NAME (VIxZEH)
ICKNES� TYPE CONST. FdI ffi G0& RATING FRAME �WWIIREMARKS
HARDWARE LEGEND
SCHLAGE (D) SPARTA HEAVY DUTY CYL. HARDWARE
A
OFFICE
3'-0"X7'-O"
1 3/4"
0
SC
PT
HIM
3
NO CLOSER
H.W. SET #1 - (EXTERIOR EXIT )
1.5-PAIR BUTTS FBB179 4-1/2" X 4-1/2" NRP 26D
1-EXIT DEVICE VON DUPRIN 22EO - PUSH BAR
1-THRESHOLD 170A PEMKO
315CN
1-WEATHER STRIP 303AS
1-CLOSER 1521 SC
B
CAMP / OFFICE
3'-0"X7'-0"
1 3 4"
/
0
SC
PT
HIM
2
NO CLOSER
C
STORAGE
3 -0 X7 -0
PAIR1-SWEEP
1 3/4"
0
SC
PT
HIM
NO CLOSER
D
STUDIO
8'-0"X12'-O'
1 3/4"
AL/GL
-
HIM
5
-
TRACK DETAILS - TOP CONNECTIONS
,,;,TRACK SUPPORT CONNECTIONS
1 SCALE 3/4" = 1'-0"
DOUBLE STUD WHERE SHOWN ON
PLANS AND DETAILS
STEEL STUD
2 #10x3/4" LONG TEKS SCREWS
#10x3/4" LONG TEKS SCREWS AT 12"
O.C. AT DOUBLE STUDS
#10x3/4" LONG TEKS SCREWS EA. SIDE
4 #10x3/4" LONG TEKS SCREWS
UNPUNCHED STEEL STRUD TRACK —
ATTACHMENT REQUIRED 1l2"O
EXPANSION BOLTS AT 48' O.C. (2
MINIMUM) OR 3/8"x3/4" LONG
POWDER DRIVEN PINS AT 24" O.C.
STEEL STUD ATTACHMENT
DIAGONAL TENSION BRACING
AT SPACING AS SHOWN IN
SCHEDULE B
ROOF 0
FLOOR
TOP TRACK
bU I I UM I KAUK
BOTTOM TRACK
ALTERNATE B ALTERNATE A
NON BEARING CEILING HEIGHT INTERIOR
PARTITION BRACING TO FLOOR/ROOF
NON- LOAD BEARING FRAMING SYSTEM
SCALE : 3/4" = 1'-0"
ALL DOORS AND HM FRAMES PAINTED P-1 (SEMI -GLOSS)
*ALLOW FOR FLOORING THICKNESS AT ALL DOORS
PROVIDE 10" BRUSHED S.S. KICKPLATE ON ALL TYPE A DOORS
ALL DOOR STOPS IN RESTROOM TO BE FLOOR STOPS
RESTROOM DOORS ARE EXISTING, REFINISHED AND RELOCATED
DOOR SCHEDULE - LEGEND/ABBREVIATIONS
SC SOLID CORE WS WOOD, STAINED
HC HOLLOW CORE GL CLEAR GLASS, TEMPERED
HIM HOLLOW METAL AA ANODIZED ALUMINUM (CLEAR)
MTL METAL 20 MIN 20 MINUTE FIRE RATED
WG T WOOD/GLASS ALUM/GL ALUMINUM / GLASS
DOOR SCHEDULE - GENERAL NOTES
FLOOR SLAB OR DECK 1. HANDLES, PULLS, LATCHES AND LOCKS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH
12"x12"x20 GAGE STEEL PLATE W/ ONE
AND SAND DOES NOT REQUIRE TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE
2 PINS OR SCREWS EACH EDGE
2. DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF KEY, SPECIAL KNOWLEDGE
TOP OF GYPSUM BOARD & STUDS OR EFFORT. IBC
20 GAGE TRACK x 1'-0" LONG W/4 3. ALL EXIT DOORS SHALL REQUIRE ONLY ONE OPERATION TO OPEN. IBC
HILTI DN .148"0 PINS OR 2 #10 SCREWS 4. MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE
PROHIBITED. IBC
GYPSUM BOARD NOT ATTACHED
TO TRACK 5. ENTRY DOOR SHALL HAVE A SIGN THAT STATES " DOOR SHALL REMAIN UNLOCKED DURING
BUSINESS HOURS"
STUDS 6. HARDWARE @ EXISTING DOORS TO BE MODIFIED/COORDINATED PER TENANT'S KEYING SYSTEM.
7. INTERIOR SIDELIGHTS ADJACENT TO AN INTERIOR DOOR ARE AN INTEGRAL FRAME.
8. EXIT DOOR SHALL HAVE TACTILE SIGNAGE STATING "EXIT" PER ICC A117.1 ADJACENT TO EXIT
REFER TO NOTE 34 SHEET A2
9. OPENING FORCE ON DOORS ON AN ACCESSIBLE ROUTE SHALL BE: EXTERIOR: 8.5 LBS FORCE
INTERIOR: 5 LBS FORCE
STUDS FULL HEIGHT TYPE AND GAUGE
AS REQUIRED — SPACING AS SHOWN
IN SCHEDULE
CEILING (NOT BRACED TO RESIST
LATERAL LOAD OF STUD PARTITIONS)
Door closers and gate closers shall be adjusted so that from
an open position of 90 degrees, the time required to move the door to a position of
12 degrees from the latch is 5 seconds min., as required by ADAAG 404.2.8.1
DOOR TYPES
AS SCHED. t
STAINED S.C. DOOR
Q
CORNEI
ALL
0
J
0
bi
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H.W. SET #2 - (INTERIOR NON -LOCKING
1.5-PAIR BUTTS FBB179 4-1/2" X 4-1/2" 26D
1-PASSAGE D10S SPARTA 626
1-FLOOR STOP 50W
3-SILENCERS 64
H.W. SET43 -(INTERIOR LOCKING
1.5-PAIR BUTTS FBB179 4-1/2" X 4-1/2" 26D
1-ENTRY LOCKSET D53PD SPARTA 626
1-WALL STOP 50W 626
3-SILENCERS 64
H.W. SET #4 - (TOILET/SHOWER ROOM
1.5-PAIR BUTTS 4-1/2" X 4-1/2"-SEE CLOSER
1-PRIVACY D40S SPARTA 626
1-WALL STOP 50W
1-CLOSER SPRING HINGES - STANLEY 206OR 32D
3-SILENCERS 64
PRIVACY LOCK COMPLYING WITH 2O20 FBC 2902.3.6
H.W. SET #5 NOT USED SLIDING BIPASS DOOR - PER MFR
AS SCHED.
TEMP
VERIFY QTY
TEMP
F PANELS WITH VENDOR
TEMP
SLIDING GLASS DOOR
METAL CRAFT CAMERO SERIES 300 US26D
BRUSHED CHROME
2" METAL STFT FRAME
ANCHOR TO STRUCTURE ABOVE
REFER TO D3
At metal deck attachment provide #12 Tek screws 8" O.C.
staggered at track to metal deck above. provide #12 Tek
screws for track to stud attachment
CONT. COMPRESSIBLE GASKET
3 518" 16 GA WALL SUPPORT KICKER
45 DEGREES TO STRUCTURE ABV.
OFFSET EVERY 24" AT GLASS WALL.
TO
3RACING
T
4TTACH FRAME TO STRUCTURE
SLIDING DOOR
MFR FRAME
SILL
GLASS DOOR/ WALL HEAD
SCALE : 3" = 1'-0"
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
IE44CLACINI
ON
d rosas
D E S I G N
G R O U P
I I C
5958 e. corrine dr. Ste 102
scottsdale, az 85254
PHONE 480.719.0790
dinar@drosas.com
REGISTERED
ARCHITECT
NOMAS J. MESLIK
ATE OF WASHINGTON
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DRAWN:
DATE: 10.10.23
SCALE:
SEE PLAN
JOB NO:
SHEET:
D-3
01000 — CODES, NOTICES AND QUALITY CONTROL
The Contractor shall comply with and give notices to suppliers and
subcontractors to comply with codes, ordinances and regulations of
authorites having jurisdiction over the Project. It is not the responsibility
of the Contract to make certain that the Contract Documents are in
compliance with such requirements, however, if the Contractor becomes
aware of any variance or dieficiency, Contractor shall immediately notify
the Architect and Owner in writing, so that the appropriate modification
can be made.
All work shall be performed by skilled, duly licensed mechanics, in
accordance with the methods, standards and accepted practices of the
trades involved.
Deliver, store and install all products per manufacturer's written
instructions.
Where specific specification sections require and approved applicator it shall
be the Contractor's responsibility to insure the applicator is currently
certified by the particular manufacturer for this type of installation or
application.
Prior to the start of work the Contractor is to verify all site and building
dimensions, establish and verify all openings and inserts for structural,
mechanical plumbing and electrical with appropriate trades verify each
P 9Y
subsurface to receive the work of each trade and report detrimental
conditions in writing to the Architect. Commenccement of work will
represent acceptance of the subsurface and existing conditions by the
Contractor.
Additional requirements of the Project may be found in the Mechanical,
Plumbing, Electrical Drawings and notes therein, or in referenced standards.
In case of discrepancy or conflict among parts of the Drawings,
Specifications or referenced standards, obtain clarification or correction by
the Architect in a timely manner and before proceeding.
See General Notes for additional information specific to this project.
01300 — SUBMITTALS
Contractor shall review all shop drawings, product data and samples prior
to submission. Contractor shall determine and verify field measurements,
field construction criteria, catalog numbers and similar data for
conformance with Specifications. Following Contractor's review and approval,
submit to the Architect 5 copies (or 1 reproduceable and 1 print) of shop
drawings and product data. Submit samples of materials in quantities and
sizes as required by the Specifications. Samples shall include full range of
manufacturer's standard colors, textures, and patterns for selection by
Architect. Resubmit corected copies for approval in accordance with original
submittal. Contractor shall be responsible for obtaining shop drawings,
product data and samples required for coordination and progress of the
work even though such drawings may not require Architect's review.
Contractor shall not begin fabrication or work which requires submittal until
return of approved submittal form from Architect. Once Contractor has
received approved materials he is responsible for distribution of all
approved shop drawings, product data and samples to subcontractors and
suppliers as required to coordinate their work and the timely completion of
the Project. Contractor is responsible for submitting all information in a
timely manner to allow for review, approval, and ordering of products so
as not to delay the completion of the project.
Contractor shall submit 3 copies of application for payment on a AIA
Document G702, to the owner, Application and Certificate for Payment,
supported by approved AIA Document G703, Continuation Sheet. Each
application for payment shall include lien releases for the previous
payment, substantiation for stored materials (if acceptable by Owner), and
any pertinent items required by the Owner or the Architect and identified
during the Pre —Construction Conference.
01600 — MATERIALS AND EQUIPMENT
Contractor shall comply with the manufacturer's written specifications,
instructions and recommendations for each product. Manufacturer's
warranty for the product shall be issued to the Onwer and apply to the
full perido. Applicators of such products shall be qualified and approved by
the manufacturer. All products listed by the reference number to testing
or review agencies such as ICBO, NER, UL, ASTM, etc., shall be installed in
accordance with the requirements of the report or standard.
When product is specified by reference standard or, another approved
product meeting those standards is acceptable. When a product is specified
by naming one or more manufacturers with a substitution provision the
Contractor must supply one of the specified products or submit a request
for substitution 7 days prior to bid opening. All substitution requests must
be approved by the Architect and owner. Products that are specified by
naming one or more manufacturers without a substitution provision must
be selected from named products. It is the Contractor's responsibility to
provide all information necessary to evoluat a substitution request by
direct comparison to the specified products.
Substitution will not be consiered after the bid date or when indicated or
implied on shop drawings or product data submittals.
01500 CONSTRUCTION FACILITIES & TEMPORARY CONTROLS
Comply with codes and regulations regarding potable drinking water,
sanitation, dust control, fire protection and other temporary controls.
PRovide, maintain and pay for and pay for suitable quality water service
required for continued operations.
Schedule operations with the Owner and perform work at agreed times and
in accordance with approved requirements.
Provide and maintain required sanitary facilities and enclosures.
If required, provide and pay for power service from Utility and make
arrangements for such service.
Protect installed work and provide special protection where specified in
individual Specification selections.
Provide security and facilities to protect work from unauthorized entry,
vandalism and theft.
Restrict noise level and dust in accordance with Owner's requirements.
Coordinate and schedule all noisy work with the Owner. Maintain enclosures
as directed to prevent penetration of dust, dirt and debris into occupied
portions of the building.
Maintain
areas free of waste
material, debris and rubbish. Maintain site in
a clean
and orderly condition.
Clean weekly (minimum)
and dispose of
waste offsite in a legal manner. Remove debris and rubbish
from pipe
chases,
plenums, attics, crawl
spaces, and other close
or remote spaces
prior to
enclosing the space.
Sweep and vacuum clean
interior areas prior
to start
of surface finishing,
and continue cleaning to
eliminate dust.
01700 — CONTRACT CLOSEOUT
Perform all normal and special cleaning needed to make the Project
acceptable and ready for occupancy. Restore existing improvements inside
and outside the property which were disturbed, damaged or destroyed, to
their original condition or to the satsifaction of the Owner.
Project Record Documents: As the work progresses, Contractor shall
maintain a complete and accurate record of changes or deviations from
the Contract Documents and shop drawings, documenting the work as
actually installed. Record the following information in the appropriate
locations on a record set of the Specifications maintained solely for the
purpose of this documentation.
1. Modifications made by Addenda, Change Orders, Construction Change
Directives and Architect's Supplemental Documentation which shall be
transferred to the Record Documents.
2. Location of site underground pipes, conduits, cables and similar work,
dimensioned horizontally to permanent points of reference and vertically
indicating depth of burial.
3. Location of building plumbing piping, control valves, heating and air
conditioning equipment, mechanical piping, ductwork, major contuit runs,
power, control and alarm wiring, etc., dimensioned horizontally to
permanent points of reference.
4. Modifications made to accommodate field conditions.
5. Location and function of mechanical and electrical control devices and
shut—off valves.
Upon Substantial Completion of the Work, deliver the complete set of
REcord Documents to the Architect, including shop drawings, product
information, manufacturer's instructions and other submittals, and an
annotated set of Specifications, identifying all the products incorporated
into the Project.
Operation and Maintenance Data: Upon Substantial Completion of the
Mechanical, Plumbing and Electrical work (including security, telephone, etc.)
furnish a complete, bound copy of operating and maintenance instructions
and part lists for material, equipment and systems, electrical and control
items. Prior to final inspection, demonstrate operation of each system to
Owner. Instruct Owner's personnel in operation adjustment and maintenance
of equipment and systems, using Operations and Maintenance data as
basis of instruction.
Warranties: Submit warranties required by individual Specification sections in
dublicate, assembled in durable binders with a table of contents. The date
of commencement of warranties shall be the date of Substantial
Completion except as may be modified by AIA Document G-704, Certificate
of Substantial Completion, or other written agreement with the Owner.
Provide a minimum year warranty for the entire project, except where
longer period is called for by manufacturer's standard requirement or per
particular Specification section.
(Air Balance Report) The contractor is to provide a certified test and
balance for all HVAC systems per AABC or NEBB standards. Submit final
report to Architect or Engineer within ten (10) days.
02050 — BUILDING ALTERATIONS
Existing Conditions: Verify requirements for demolition, removals and
alterations. Make arrangements with the Owner and visit the site at his
convenience. Protect personnel and those portions of the existing building
to remain. Leave construction to remain, in as good condition as found.
Owner or tenant may occupy protect these spaces and to prevent
inconvenience for occupants must be exercised by the Contractor. Maintain
and protect egress at all times.
Selective Demolition: Provide all materials, equipment and labor necessary
to prepare existing building to receive new work. Demolish or cut existing
construction as required for installation of new work. Clean, prepare and
refinish sub —surfaces and adjoining surfaces to receive new work.
Terminate removal of flooring in straight lines at adjacent areas to remain.
Where termination occurs at door openings, center termination under door.
Items to be salvaged and reused shall be carefully removed, stored and
reinstalled as approved. Clean and refit as required. Remove and legally
dispose of all material not indicated or approved for re —use or salvage
from site. Mechanical and electrical equipment and fixtures (including light
fixtures), doors, door hardware, and other items which are to be salvaged
are not to be re —installed shall be carefully removed to prevent damage
and turned over to the Owner as directed.
New Construction for Alteration: Provide new construction at existing
building for alterations as shown on Drawings and specified. New or altered
construction not otherwise specified or shown shall be installed to join with
and match existing adjacent construction with matching materials, finishes
and construction as approved. Make joints of new and existing construction
smooth, even and practically invisible. Where new paint or other finishes
are joined, carry to nearest break in surfaces, corner, or other break in
construction as required for neat finished appearance. At all locations
where penetrations are made under the work of this Contract, provide
caulking, patching or otherwise provide for tight closure around such items.
At all fire barriers, fill with fire sealant or other approved fire safing
insulation as required to maintain fire related assembly. All new work at
existing fire walls and other rated construction shall maintain the integrity
of the assembly.
Maintenance of Services: Maintain mechanical, electrical and
telephone services to adjacent occupied areas at all times, except as
approved. Verify chases, panelboards and switchboards servicing the various
areas and provide all necessary protection of maintain service.
See building demolition notes for additional information specific to this
project.
07210 — BUILDING INSULATION
Sound batts: ASTM C 665, Type I unfaced glass fiber insulation batts,
R-19 (R-38 above ceilings), unless noted otherwise on Drawings. Thermal
Insulation: ASTM C 665, Class A Type I unfaced glass fiber batts with R
value as indicated on Drawings. Provide fire safing where required to
maintain fire rated assembly.
Install per manufacturer's written instructions. Cut and fit insulation
material around pipes, conduit, outlet boxes, etc. as necessary to maintain
the integrity of the insulation. At exterior walls or perimiter of the
conditioned spaces, place insulation between the piping, etc. and exterior
wall. Compress the insulation as necessary. Mechanical anchors shall be of
the type and size required by the manufacturer for that specific
installation. Install faced insulation wherever exposed.
08100 — HOLLOW METAL DOORS AND FRAMES
Submit shop drawings and product information in accordance with
Submittals section.
Contractor shall coordinate this work with other door and hardware
submittals and verify conditions for installation.
Construct and install to meet requirements of SDI and/or NAMM. Fire
doors and frames shall comply with NFPA 80. All steel shall comply with
ASTM 366 cold rolled or ASTM 569 hot rolled and have electrostatic
zinc —coating meeting ASTM 591, Class A. All steel shal be pre —finished
with a factory applied non —lifting, rust —inhibitive gray primer meeting ANSI
A224.1 and compatible with field finish specified in Painting section. All
rated door and frames to have UL or other approved testing agency label.
Prepare frames and doors to receive mortised type hardware. Spot weld
reinforcing plates to inner surface of jambs at hinge, lock, latch and other
hardware locations. Hinge reinforcement shall be a minimum of 8 ga. All
other hardware reinforcement shall conform to table IV, SDI-100.
Coordinate frames and doors with hardware for all required cutouts.
At areas indicated on Drawings and/or Door Schedule provide prefinished
steel frames equal to Timely Commercial Series "C", 18 ga. as
manufactured by Timely Industries, Los Angeles, California. Color to be
selected by Architect from manufacturer's full range of colors.
At areas indicated on Drawings and/or Door Schedule, provide 16 ga. steel
frames unless otherwise noted. Provide rated frames where indicated.
Construct glazing frames to profiles indicated on Drawings and provide
glazing stops, removable one side and integral from the other side,
secured with countersunk flat head phillips screws placed at not more than
16" on center and 2" from corners. Miter stops at corners. Provide not
less than three 18ga. anchors per jamb, or as shown on Drawings, spaced
for maximum stiffness. Provide adjustable 18 ga. floor clips at each jamb,
welded to back face of jamb, punched for securing to floor with two
spaced anchors.
Doors: SDI-100 Grade II, Model 2, flush seamless steel doors with
honeycomb core, 1-3/4" thick. Interior Doors: 18 ga., Exterior Doors: 16
ga., fire rated as required. Provide solid drip cap at all exterior
out —swinging doors. Construct doors to profiles indicated and provide
glazing in doors as scheduled. Provide non —removable 20 ga. glazing stops
on the outside of all exterior doors and the reverse side of interior doors.
Glazing beads on the inside of glass panels shall be removable.
08210 — WOOD DOORS
Submit shop drawings and product information in accordance with
Submittals section.
Conform to requirements of AWI Quality Standard Section 1300 and 1400
Premium Grade. Fire rated doors shall conform to UL10B and be installed
per NFPA 80. Use Type 1 glue for all door construction.
Doors: Refer to Drawings and/or Door Schedule. Flush swinging doors,
1-3/4" thick, sizes and indicated on Drawings. Solid core to be Type I, 32
lbs. cubic foot density, class 1 Commercial STandard 236-66 and Type FD
/ Y• YP
20 at fire rated doors. Styles and rails to be hardwood with no finger
joints. Styles to be 1-1/2" double band laminated. Wood veneer doors to
have hardwood styles same species as face veneer with the exception of
Birch doors which will have Maple styles. Provide medium density overlay or
wood veneer as specified.
1. Medium Density Overlay shall meet PS1-74 and be factory primed,
readily sandable, weatherproof and carry a Class "B" fire rating. Paint
grade Birch hardwood and hardwood surfaced doors shall not be considered
as meeting this Specification.
2. Doors scheduled for stained finish: Hardwood veneer shall be 5 ply,
made up of a face veneer, crossbanding and a core unit, all securly
bonded together utilizing Type 1, fully waterproof adhesive and the hot
press assembly technique. All plies must be placed at right angles to
adjacent plies. Face veneers shall have a minimum thickness of 1/50 after
factory sanding, and the individual peices of the veneer forming the face
veneer must be spliced or edge glued together. Where new doors are
scheduled to match existing doors elsewhere in project, they shall match in
species, finish, and final appearance.
Door finish to match building standard unless noted or specified elsewhere.
Doors shall be hung true and plumb with standard bevel and with uniform
3/32" clearance at jambs and head, and 1 /2" bottom clearance, unless
otherwise specified — Refer to mecahincal for undercut requirements.
Pre —machine doors for finish hardware. Prepare doors to receive finish
hardware per AWI Standards and manufacturer's written instructions. Finish
shall not be applied until door has been properly prepared and fitted. All
hardware shall be removed prior to finishing.
08710 DOOR HARDWARE
Furnish hardware items of proper design, including all necessary
4. Control Joint— USG #093 roll formed zinc.
5. Joint Material— ANSI/ASTM C475m reinforcing tape, joint compound,
etc.
6. Screws— ASTM C1002.
Install gypsum board in accordance with ASTM C840, manufacturers written
instructions and
recommendations, and applicable specification recommendations of GA-216
and GA-600 as published
by the Gypsum Association. Fire rated GWB shall be installed per
requirements of UL rated
assemblies.
Gypsum board shall be finished to level 4 or, if approved, to match adjacent wall
Provide sample of texture for designers approval.
09510— Acoustical Ceilings
Re —work, extend and/or re —arrange existing non —rated suspended metal
grid system to conform to
new configuration as shown on Drawings. Provide new products to match
existing, as required to
complete installation. Provide new acoustical ceilings as shown on
Drawings.
Comply with standards where available. No substitutions to the specifications
unless approved by the designer or owner
Install acoustical ceiling systems in accordance with manufacturer's
recommendations, ASTM C636,
CISCA installation manual and other applicable code requirements. Provide
tight fit between
suspended metal grid/ acoustical panels and top of partition (no gaps)
where grid is contious as
shown on drawings.
Extra Stock: Provide extra ceiling tiles equal to 5% of total area used for
each panel type and
color. Clearly identify each box.
09660— RESILIENT FLOORING AND BASE
Conform to applicable codes for flame fuel / tatin smoke
PP / 9 requirements in
accordance with ASTM E84.
Submit samples of full color range for selesction by Architect. Provide
cleaning and maintenace
data in Operation and Maintenance Data at Closeout. Provide 20 s.f. of
flooring in each color
and 24 I.f. of base in each color at Closeout.
accessories, tools and Composite Tile flooring: per specifications on finish plan. no substutions unless
miscellanious items necessary to complete the installation for heavy use, approved by the designer
long life and 1. 12" x 12" x 1/8" thick.
compatible materials and finish. Furnish all templates necessary to enable Provide finish sealer coat on VCT flooring and stone..
proper and accurate installation.
Furnish minimum hardware as shown on Drawings and/or Door Schedule,
and misc. door hardware as
appropriate. Submit hardware schedule and manufacturers information to
Architect for review. At
completion of Project, submit Operation and Maintenance Data with parts
use, instructions and all
special tools required for proper maintenance of hardware.
All hardware shall comply with Federal and local requirements of the
Americans with Disabilities
Act. Fire rated openings shall have hardware complying with NFPA 80,
tested and listed by UL for
the application. This requirement takes precedence over other
requirements for hardware.
Warranty hardware against defects in materials and workmanship for 2
years. Repair, replace or
otherwise correct deficient materials at no additional cost to the Owner.
Provide 5 year warranty on locksets and 10 year warranty on closers.
Finish shall match building standard as required or as otherwise directed
by architect.
08800— Glazing
Glass and glazing materials shall provide continuity of building enclosure
vapor and air barrier.
Materials and installation shall comply with applicable codes and safety
glazing laws. Perform
work in accordance with FGMA Glazing Manual, FGMA Sealant Manual and
Laminators Safety Glass
Association— Standards Manual for glazing installation methods. All
products shall comply with
ANSI/ASTM E330 & ANSI Z97.1.
Submit manufacturer's instructions and complete description for each type
of glass.
Glass materials: Guardian industries, LOF or PPG Industries.
Interior Float Glass: ASTM C1036 Type 1, transparent flat, Class 1 clear, quality
Q-3 select, 3/" thick,
minimum.
Safety Glass: ASTM C1048 1048m /ft tempered, Condition A
uncoated, Type 1 transparent
flat, Class 1 clear, quality Q-3 Select; conforming to ANSI Z97.1, 3/8"
thick minimum.
Mirror Glass: ASTM C1036, Type 1 transparent flat, Class 1 clear, quality
Q-1 mirror select.
Diamond Miscowire Glass: FS DD—G-451, Type 1, Class 1, Form 1, mesh
M1, minimum 3/8" thick, UL
label.
Provide setting blocks, spacers, glazing compound, etc. as required for a
complete installation.
All products to be compatible with installation.
09100— Gypsum Board Systems
Metal studs in non —load bearing walls shall conform to ASTM C645, Studs
to be galvanized steel,
C— channel shape with size and gauge as indicated on Drawings and
punched for utility access.
Runner channels to be 16 ga. 1-1/1" deep with factory applied rust
resistant finish., unless
noted otherwise. Furring and bracing members shall be per schedule cold
formed galvanized steel hat
shaped or Z—shaped, plain or knurled face. Fateners per ASTM C840 and
manufacturer's
recommendations for height, etc. installation per ASTM C754.
Standard gypsum board shall be 5/8" thick, maximum permissible length,
ends square cut, tapered
edges: ASTM C36. Fire rated board shall be Type X, UL rated, 5/8" thick.
Water resistant board
shall be 5/8" thick and comply with ASTM C630.
Gypsum board accessories shall comply with ASTM C840. Use the following
or equal:
1. Corner beads— Type CB electro—glavanized stell.
2. Adhesive— ASTM C557.
3. Edge Trim— Type L bead electro—galvanized steel and type LC roll
formed zinc.
Sheet Vinyl: per finish plan. any substitution must be approved complying with
ASTM f1303 Type II, Grade 1.
Base: Equal to Johnson ite,Burke or Roppe and complying with FS SS—W— 40,
type 1 4" high (6" high tile at Toilet rooms)
Rooms) x 1/8" thick, style per plan with pre —molded external corners and
end stops.
Provide, install, protect and clean per manufacturer's written instructions.
09900— Painting
Submit samples of each type of finish specified and provide product data
for each type of finish
specified.
Preparation, application and workmanship shall be in accordance with
manufacturer's
recommendations and applicable provisions of Painting and Decorating
Contractors of America —
"Painting Specifications Manual" for Type 1, Standard Job and Gypsum
Association— GA210. Comply
with all applicable federal andlocal air pollution regulations, lead content
laws and current
VOC requirements.
At completion of project, furnish one fresh gallon of each type and color
of paint and finish
used on Project. Label all containers.
Provide products from the following manufacturer's: Sherwin Williams,
All materials shall be "top of the line, first quality". Materials
selected for coating
systems for each type of surface shall be the products of a single
manufacturer. Paint Schedule:
1. Interior CMU.
1 st coat: Black filler without aggregate. Work filler into surface of
block,
2nd coat: Vinyl acrylic wall sealer or as recommnded by manufacturer.
3rd & 4th coats: 100% Acrylic Enamel, semi —gloss
2. Interior Ferrous materials
1st coat: White Rust Inhibitive Paint.
2nd coat: Alkyd Enamel undercoat as recommended by manufacturer.
3rd coat: 100% Acrylic Enamel, Eggshell.
3. Interior Galvanized Metal.
Pre —treat: Solvent clean.
1st coat: 100% Acrylic Metal Primer.
2nd & 3rd coats: 100% Acrylic Enamel, Eggshell Alkyd Enamel.
4. Gypsum Board A (water resistant)— in Toilet Rooms, Kitchens, Janitor
Closet and other wet
locations.
1st coat: 100% Acrylic Enamel Undercoat.
2nd & 3rd coats: 100% Acrylic Enamel, semi —gloss
5. Gypsum Board B — Apply to all other areas.
1st coat: Vinyl Acrylic wall sealer
2nd & 3rd coats: 100% Acrylic Enamel, Eggshell.
6. Transparent Stain Varnish Finish: Apply to wood doors & other areas
indicated.
1st coat: Semi —transparent wiping stain.
2nd coat: Polyurethane varnish, satin.
3rd coat: Polyurethane varnish, satin.
09985 — FIBERGLASS REINFORCED PANELS
FRP wall panels shall be equal to Glasbord—P as manufactured by Kemlite
with .09" thickness.
Color to be selected by Architect from manufacturer's full range of colors.
All materials and
installation to comply with local codes and ordinances. Provide all
necessary trim, adhesives and
accessories for a complete installation for manufacturer's recommendations.
3 coats of semi —gloss paint shall be installed on walls containing grab bars
(corner to corner) if Drawings do not call
for ceramic tile wainscot.
10520 — FIRE PROTECTION SPECIALTIES
Provide fire extinguishers (2a10bc) and cabinets where shown on Drawings and
required by codes. Product
shall comply with ANSI/UL 92 & 711 and ANSI/NFPA 10. Ratings of
extinguishers to be determined by
the governing agency. Color and type of recessed cabinets (if applicable)
Products shall be equal to building standard or, in lieu of building
standard, provide Larsen's
or J.L. Industries. At exposed locations, mount with J—Type hanger. At
finished areas, provide cabinets equal to Larsen's #SS2409—R2 with Vertical Duo doors.
Install all items in accordance with manufactureres instructions.
10810 — TOILET ACCESSORIES as notated in plan
Comply with ANSI A117.1, Public Law 101-336 ADA, ADAAG
Toilet accessories shall be equal to Bobrick Washroom Equipment. Install
per manufacturer's
written instructions. Provide all backing and any necessary anchors or
fasteners needed to
complete the installation.
Provide the following products as indicated on Drawings: (Not all listed
items may be appllicable to this Project.)
REFER TO A2 FOR SPECIFICATIONS
single seat cover disp : Bobrick B-3013
12304 — CASEWORK
Comply with AWI Quality Standard Section 1600/1600B, Quality Grade:
Custom and AWI Publication
"Architectural Casework Details" for Reval Overlay Modular Casework Design.
Exposed surfaces
shall have High Pressure Plastic Laminate complying with NEMA LD-3.
All cabinet sides, bottoms and tops: constructed with 3/4", 47# density
industrial grade particle
board with Kortron on all exposed surfaces. Cabinet Backs: 1 /4", 47#
density industrial grade
particle board with melamine paper face side. Drawer boxes: constructed
with 1 /2", 47# density
industrial grade particle board with melamine paper 2 sides and 1/4"
melamine bottom. All
exposed surfaces to be covered with .030" high pressure plastic laminate
balanced with .020"
cabinet liner.
All counter tops shall be constructed with 3/4", 45# density industrial
grade particle board
laminated with post form grade high pressure plastic laminate. Provide
fully formed counter tops
with 4" backsplash where sinks are shown.
Furnish and install the following hardware:
1. Standards and brackets for adjustable shelves: Knape and Vogt Mfg.,
Co. #87 with #187 heavy duty shelf supports
2. Drawer Glides: Knape and Vogt Mfg., Co. #1428-50 lb. full extension.
Use #1429-100# full extension on drawers deeper than 6" and/or wider than 20", and
#8500-150 lb. full extension on file drawers.
3. Hinges for swing doors: Blum #170 degree hinge. Provide middle hinge
on all doors over 48"
high.
4. Pulls for swing doors and drawers: Stanley Hardware #44831 /2.
Mount as follows:
a. Wall cabinets: centerline at 4-3/4" up from door bottom, 1-1/2"
backset.
b. Base cabinets: centerline at 4-3/4" down from door top, 1-1/2"
backset.
c. Drawers: centered on drawer face.
5. Cabinet locks: Corbin Lock Co., #0738 x 2540 on drawers, #0737 x
2540 on swing doors.
Master key cabinet locks. Key all locks in each room alike.
6. Magnetic Catches: Stanley #46 for cabinet doors and #45 for full
height doors. Mount behind pulls where possible.
7. All hardware to have US26D, brushed chrome finish pulls — HAFELE 115.20.001.
8. Provide shop drawings to fully describe installation. Samples of
casework as required by Owner.
RESUB
Jan 12 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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D E S I G N
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5958 e. corrine dr. ste 102
scottsdale, az 85254
PHONE 480.719.0790
dinar@drosas.com
71 REGISTERED
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ARCHITECT1
THOMAS J. MESt1K
'ATE OF WASHINGTON1
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DRAWN:
DATE: 10.10.23
SCALE:
SEE PLAN
JOB NO:
SHEET: