BLD2016-168911111111
18
OVEDV
Al
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
1,0'. 1 SC)IJ
STATUS: ISSUED 05/09/2017 Pennit #: BLD20161689
BUILDING PERMIT
Expiration Date: 4&09eO+*— Project Address: 550 5TH AVE S, EDMONDS
511/zozo
Parcel No: 27032600102500
EDMONDS HERO ACE HARDWARE CENTER LP EDMONDS PARKINSON PAINTING INC
CIO CENTER LP EDMONDS 403 HOWELL WAY C/O THOMAS PARKER
403 HOWELL WAY EDMONDS, WA 98020 PO BOX 189
EDMONDS, WA 98020 YELM, WA 98597
(206) 283-4764 (206) 283-4764 (258) 354-8891
LICENSE #: PARKIP18560J EXP:09/11/2017
JOB MSCRIPT1100V
EXISTING21,000 SF GROCERYSTORETOBEREDUCED TO 2,600 SF, NEW HARDWARERETAILTO REPLACE.
NEW ADA RESTROOM AND NEW ACCESSIBLE OUTDOOR GARDEN AREA W/ SLIDER DOOR AND RAMP/STAIRS. INCLUDES
PLUMBrNGFORNEW RESTROOM.
VALUATION: $250,000.00
PERMIT TYPE: Commercial
PERMIT GROUP: 04 - Alteration/Rernodel
GRADING. N CYDS: 0
TYPE OF CONSTRUCTION:
RETAININGWALL ROCKERY:
OCCUPANT GROUP:
OCCUPANT LOAD:
FENCE: 0 X 0 FT.)
CODE: 2015
JOTHER: ------- OTHER DESC:
IZONE: BD3
INUMBER OF STORIES: 0
1 VESTED DATE:
INUMBER OF DWELLING UNITS: 0
ILOT #
MSTIN'GAREk
I ST FLOOR: 0 2ND FLOOR: 0
JIRO OSED ARF,%
113ASEMEN 1: 0 IST FLOOR: 0 2ND FLOOR: 0
3 RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER 0
13 RD FLOOR 0 GARAGE 0 DECK 0 OTHER, 0
1BEDROOMS: 0 BATHROOMS- 0 1BEDROOMS:
0 BATHROOMS: 0
FRONTSEIFBACK SIDESETBACK REARSErBACK
See Below PROPOSED =QUIRED: PROPOSED 7�—�"==D: PROPOSED:
HEIGHT ALLOWED:6 PROPOSED:6 IREQUIRED: PROPOSED: I
SETBACK NOTES: Minimum required setbacks are 15' from all portions ofproperty lines adjacent to R-zoned property and 0' from all other property
lines. All exterior improvements exceed 15' from any portion ofthe property lines adjacent to R-zoned property. Maximum fence height is 6'.
Proposed fences around outdoor garden center and around trash enclosure are both 6' high.
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED
THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27.
THIS &RPNC,���OT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID
U, 0-
Name
= ON-LINE = APPLICANT
Date Released
ATTENTION
= ASSESSOR
05 /-0 ?1Z 0 / 7
Date
= OTIIIER
V
ITIS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND4APPRO*VAL ORA CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 10/ IRCI 10.
STATUS: ISSUED BLD20161689
i
CONDITIONS
Separate Permit Required For: Alterations to HVACsystems, Alterations to Plumbing in the Deli, Fire Sprinkler Modifications,
Fire Alarm Modifications, Signs, Electrical (L&I).
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check thejob card for all required City inspections including final project approval and final
occupancy inspections.
• Any request foraltemate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits
of ECC Chapter 5.30 only during the hours of 7:00amto 6:00pm on weekdays and 10:00arn and 6:00prn on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites /activities must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly from the issuance for this permit. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
• SPECIAL INSPEC71ONS ARE REQUIRED FOR THE FOLLOWINCr.
Concrete Anchor Installation
Structural Steel Fabrication and Erection, Including Welding (Welders Must Be WABO Certified)
Prior to Final Inspection by the Building Division, Final Special Inspection Reports are Required From All Special
Inspectors.
Nothing in this peiTnit approval process shall be interpreted as allowing or pen-nitting the maintenance of any currently e)dsting
illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the pemlit application,
regardless ofwhether such building, structure or condition is shown on the site plan or drawing. Such building, structure or
condition may be the subject of a separate enforcement action.
INSPECTIONS
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE
PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6)
BUUDING (425) 771-0220 EXT. 1333 ENGUV�G (425) 771-0220 EXT. 1326 FTRE(425) 775-7720
PUBLIC WORKS (425) 771-0235 PR&TREATMENT (425) 672-5755 -RECVCLING (425) 2
When calling for an inspection please leave the follo%ing information: Permit Number, Job Site Address, Type of Inspection bein q
requested, Contact Name and Phone Number, Date Prefereed, and -abether vou prefer morning or afternoon.
E-Pavement Striping
FTrash Enclosure
E-Engineering Final
B-Footings
B-Foundation Wall
B-Plumb Rough In
B-Masonry
• B-Ceiling Gid
• B-Framing
• B-Building Final
• F-Fire Final
City of Edmonds
DEVELOPMENT SERVICES
COMMERCIAL & MULTI -FAMILY BUILDING
PERMIT APPLICATION
121 5'h Avenue N, Edmonds, WA 98020
Phone 425.771.0220 2 Fax 425.771.0221
PLEASE REFER TO THE COMMERCIAL & MULTI -FAMILY BUILDING CHECKLIST FOR SUBM17TAL REQUIREMENTS
PROJECT ADDRESS (Street, Suite #, City State, Zip):
550 STH AVE S
Parcel #:
27032600102500
Subdivision/Lot #:
Pro* ct Valuation: $
M0,000
APPLICANT:
LDG ARCHITECTS - MIKE BAILY
Phone:
206 283 4764
Fax:
Address (Street, City, State, Zip):
6717 15TH AVE NW SEATTLE, WA 98117
E-Mail Address:
MIKE@LDGARCHITECTS.COM
PROPERTY OWNER:
EDMONDS CENTER LP
Phone:
Fax:
I
Address (Street, City, State, Zip):
403 HOWELL WAY EDMONDS WA 98020
E-Mail Address:
LENDING AGENCY:
Phone:
Fa -
Address (Street, City, State, Zip):
E-Mail Address:
CONTRACTOR:* TBD
Phone: -17;7.7-
Address (Street, City, State, Zip):
E-Mail Address
*Contractor must have a valid City of Edmonds business license prior to
doing work in the City. Contact the City Clerk's Office at 425.775.2525
WA State License #/Exp. Date:
City Business License #/Exp. Date:
DETAIL THE SCOPE OF WORK: EXISTING 21,000 SF
TO 2,600 SQ. FT.. NEW HARDWARE RETAIL TO
GROCERY STORE TO BE REDUCED
REPLACE. NEW ADA REST ROOM
NEW ACCESSIBLE OUTDOOR GARDEN AREA WITH SLIDER DOOR AND RAMP/STAIR
PROPOSED NEW SQUARE FOOTAGE FOR THIS
PROJECT:
IstFloor: 14141 EXISTUNCft.
j.
d
2 Floor:
sq. ft.
d
3 Floor: sq. ft.
Basement: - sq. ft.
Garage:
sq. ft.
Deck/Cvrd Porch: _sq. ft.
Other: —sq. ft.
Retaining Wall: eso
No "X
Fire Sprinklers: Yes M No
E]
Occupancy Group(s): M
Occupant Load(s): 2 3 5
Type(s) of Construction: VB
Grading: Cut I cu.yds. Fill —cu.yds.
I Cut/Fill in Fritical. Area: Yes 0 No 12fl
Ideclare underpenalty ofperjury laws thatthe information Ihaveprovidedon this jormlapplication is true, correctand
complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to
the City of Edmonds.
PrintName: MIKE BAILY Owner (specify): ARCHITECT
] Agent/Other FX
Signature: Date: 12-21-2016
FORME LABuilding New Folder 2010\DONE & x-ferred to L-Building-New drive\Form E 2014.docx Updated: 1/17/2014
Equipment Type
... . ....... —
Appliance/Equipment Information (new and relocated) Total #
Furnace
Gas #—Elec
#—Other:—
# BTUs: <100k— >100k— Location(s)
Air Handler / VAV
(circle selected)
Gas #—Elec
#—Other:—
# CFM: <10k— >10k— Location(s)
AC / Compressor
Boiler / Heat Pump
Roof Top Unit
(circle selected)
Gas # —
HP: _<3,3-15,15-30
Elec #—Other:—
#_ BTUs:—<100k, 100k-500k, 5OOk-lMil
Location(s)
Hydronic Heating
Gas #—Elec
#—In-Floor
—Wall Radiant Boiler BTUs: Location
Exhaust Fans (single
duct)
Bath #
Kitchen # Laundry # —Other: #
Fireplace
Gas #
Elec #—Other:—
# Location(s)
I
Dryer Duct i
Appliance Type
FUEL GAS
Appliance/Equipment Information (new and relocated) Total #
AC Unit
BTUs:
Location(s):
Furnace
BTUs:
Location(s):
Water Heater
BTUs:
Location(s):
Boiler
BTUs:
Location(s):
Other:
BTUs:
Location(s):
Fireplace/Insert
BTUs:
Location(s):
Stove/Range/Oven
Dryer
Outdoor BBQ
TOTAL OUTLETS
PLUMBING FIXTURE COUNT
Fixture Type (new and relocated) Total # Fixture Type (new and relocated) Total #
Water Closet (Toilet)
1
Pressure Reduction Valve/Pressure Regulator
Sink (kitchen, laundry, lavatory, bar, eye wash, etc.)
Water Service Line
Tub/Shower
Drinking Fountain
Dishwasher
Clothes Washer
Hose Bib
Backflow Prevention Device (e.g. RBPA, DCDA, AVB)
Water Heater Tankless? Yes E] No E]
Hydronic Heat in: Floor Wall
Floor Drain/Floor Sink
Other:
Refrigerator water supply (for water/ice dispenser)
Other:
FORME LABuilding New Folder 2010\DONE & x-ferred to L-Building-New driveTorm E 2014.docx Updated: 1/17/2014
SNOHOMISH
HEALTH DISTRICT
WWW.SNOHD.ORG
July 7, 2017
Mike Baily
LDG Architects
652515 th Avenue NW #220
Seattle, WA 98117
-eL ( ) a'�? 1 (.0 / (P k I
Environmental Health Division
RECEIVED
112017
DEVELOPMENT SERVICES
nnHMTCn
Subject: Proposed Edmonds Hero Ace Hardware & Grocery, 550 5 th Avenue South, Edmonds
Dear Mr. Baily:
Your plans have been reviewed with the ' Rules and Regulations of the State Board of Health, and with the policies
of the Snohomish Health District. With the addition of the following conditions, the plans are approved.
1 . The conditional approval of the plans for Edmonds Hero Ace Hardware & Grocery was based upon
the plans submitted April 10, 2017 and June 19, 2017 and menu and HACCP submitted April 10, 2017
and May 25, 2017. Any changes to these items will void this approval.
2. Three -compartment sinks must be NSF or equivalent listed with rounded corners and integral drainboards at
both ends. The basins of the three -compartment sink must be large enough to fit the largest item needing to
be washed.
3. An indirect waste drain (an air gap) is required for the food preparation sinks, ice machine, pop dispenser,
walk-in refrigeration, and any equipment in which food is placed. Please note that a direct drain to a grease
trap is not considered an indirect drain even if the grease trap is indirectly drained.
4. A reduced pressure backflow prevention device is required at the end of the copper water pipe serving the
pop dispensing system prior to the carbonation device. No copper or brass pipe/fittings or other potentially
corrodible material is allowed after the reduced pressure backflow prevention device.
5. Each food preparation sink must be NSF or equivalent listed with at least one integral drainboard.
6. A horizontal separation of at least 16 inches or a pony wall, from the floor to at least 16 inches above the sink
basin, is required between the raw meat/poultry/seafood preparation sink and ready to eat food preparation
and storage areas.
7. A horizontal separation of at least 16 inches or a vertical partition 16 inches in height is required between the
handwash sink and all food preparation areas.
8. A horizontal separation of at least 16 inches or a vertical partition 16 inches in height is required between the
handwash sink and the mop sink.
9. When splashguards (partitions and/or walls) are provided on both sides of a handwash sink the distance
between the splashguards must be at least 18 inches apart (shoulder width) to allow proper access to the
handwash sink.
10. Water heaters must be of sufficient size to provide hot water to dishwasher and/or scullery sinks and at the
same time provide hot water to all handwash sinks.
11. Hot water must be available to all handwash sinks within 15 seconds. The hot water for the facility must not
be used, at any plumbing fixture, for a minimum of 6 hours prior to the preoperational inspection. This is
required so that proper testing of the 15-second time requirement for hot water availability can be completed.
12. All food service equipment, both new and used, must be listed by the National Sanitation Foundation (NSF) or
equivalent for its intended use. Used and new refrigeration must be capable of holding food at temperature of
41 OF or below.
13. Used equipment is subject to onsite inspection to determine acceptability for use in the proposed food service
establishment. Used equipment must be clean, in proper operating condition, and in good repair. Used
refrigeration must be capable of holding at a temperature of 41 OF or below.
3020 Rucker Avenue, Suite 104 m Everett, WA 98201-3900 m tel: 425.339.5250 0 fax: 425.339.5254
14. All food service equipment must be listed by the National Sanitation Foundation (NSF) or equivalent for its
intended use. No manufacturer name and model number was provided for the pop machine, soup pots and
panini grill. Prior to the request for a preoperational inspection a manufacturer name and model number must
be provided for the pop machine, soup pots and panini grill. Equipment found not to be NSF or equivalent
listed will be required to be replaced with NSF or equivalent list equipment.
15. Extra wall protection is required on walls behind all sinks, including restroorn handwash sinks, and food
preparation counters and tables. Sinks in corners must also have wall protection on the side walls. A 16-inch
high backsplash of plastic laminate, fiberglass -reinforced plastic or equal is acceptable. A backsplash higher
than 16 inches is required on the wall behind counter top equipment taller than 16 inches. Wall protection
behind mop sinks must cover the entire splash zone. Plastic coated hardboard is not acceptable.
16, All floors in the kitchen, food preparation, food service, food storage, and dishwashing areas must be
surfaced with a durable, nonabsorbent, easily cleanable material. Expansion joints, seams, saw cuts and the
like in concrete floors in all areas, including customer seating areas, must be filled and sealed so as to
provide a smooth and cleanable surface.
17. The ceiling above the food preparation areas must be non -perforated, nonabsorbent, smooth and easily
cleanable.
18. Cabinet shelving must be nonabsorbent, smooth and easily cleanable. (Self stick vinyl or other type surfaces
are not acceptable)
19. All light fixtures in food preparation and storage areas must be provided with covers and shatterproof bulbs.
Hot hold unit heat lamps must be provided with shatterproof bulbs.
20. If the establishment continues to be in operation during the remodel, dust barriers must be installed to ensure
that food protection and safety is not compromised. The establishment will be required to discontinue
operations if any disruption in water, electrical, or sewer service occurs, due to the remodel. Proper handwash
stations must be kept accessible and functional during all hours of food service establishment operation.
21. Plumbing must meet state and local codes.
22. It cannot be determined from the floor plan or information submitted whether or not a chemical dispensing
system will be installed at the mop sink. Please note that the use of screw -on type 'wye' adaptors at the mop
sink faucet for use with chemical dispensing systems is prohibited. Additionally chemical dispensers cannot
be connected to the mop sink faucet. The chemical dispenser must have a separate water connection. A
'sidekick' adaptor at the mop sink faucet is acceptable.
23. The ventilation system shall be installed and operated to meet applicable building, mechanical, and fire
codes.
A preoperational inspection is required prior to operating permit issuance and approval to open for
business. At the time of inspection the construction of the food service establishment must be complete and all
equipment must be in place and in proper operating condition. Incomplete construction or equipment operation
will result in a $180.00 re -inspection fee. Contact the Food Program office a minimum of one week in
advance to schedule an appointment for the preoperational inspection. The preoperational inspection will
ensure compliance with the.Rules and Regulations of the State Board of Health for Food Service Sanitation.
Changes or additions to the approved plans or equipment require pre -approval from the Snohomish Health
ZI
District prior to implementation of the changes.
Please contact me if you have any questions. My office number is 425.339.8742 and my email address is
ehaaedorn(cDsnohd.ora.
Sincerely,
Elle Hagedlor
Environmental Health Specialist
Food Establishment Plan Review
EH/kdc
cc: City of Edmonds Building Department
Retta Taffesse IRS, Environmental Health Specialist
CITY OF EDMONDS - 1215" AVENUE NORTH - EDMONDS, WA 98020
PHONE: 425.771.0220 - FAX: 425.771.0221 - WEB: www.edmondswa.gov
DEVELOPMENT SERVICES DEPARTMENT: PLANNING - ENGINEERING - BUILDING
February 7, 2017
Mr. Mike Baily
LDG Architects
Email: mikeO.1dizarchitects.com
RE: PLAN REVIEW COMMENTS FOR PLAN CHECK #BLD20161689
ACE HARDWARE TENANT IMPROVEMENT LOCATED AT 550 5 TH AVE. S
Dear Mr. Baily:
I have reviewed the above building permit application for the Planning Division, and it was found that the
following information, corrections, or clarifications will need to be addressed before review can continue:
1. Critical Areas Determination: A critical area determination is required for the subject proposal. Please
submit a critical areas checklist (Handout #P20 and associated $100 fee.
Fence Heigh : According to ECDC 17.30.000.C, "Unless a variance isfirst obtained, nofence shall be
more than sixfeet in height as measuredfrom the top of thefence to the lowest original grade. "
Additionally, ECDC 17.30.000.1) specifies, "When a retaining wall threefeet in height or greater is
contiguous to and below a proposedJence, the proposedJence may be constructedfor the purposes of
safety not greater thanfourfeet above the top of the retaining wall or thefinished grade, whichever is
less, without the necessityfor a variance. " Therefore, the proposed fence around the garden center must
be reduced in height. If the fence is shifted so that it is not located on top of the retaining wall, it may be
a maximum of six feet in height. If it remains on top of the retaining wall, then the height must comply
with the above provisions.
3. Garden Area: Sheet A-2.1 indicates that a portion of the outdoor garden area will be covered with pre-
fabricated structure. Please provide details and elevation views of this structure. Also, clearly indicate
on the plans which portions of the garden area will be covered and which portions will be uncovered.
4. Operatina Restrictions: ECDC 16.43.040.A states that all uses within the BD zones shall be carried on
entirely within a completely enclosed building with a few exceptions including plant nurseries. Please
confirin that the use of the outdoor garden area will be consistent with this exception.
5. Design Review: Design review is required for the proposed improvements. In order to meet the
applicable design review requirements, please respond to the following:
a. Please note that an administrative design review fee of $250 is required for staffs review of the
proposal. This fee will be added to the total due for the building permit application.
b. Provide color elevation views of the outdoor garden center including the fence and cover.
Please submit two copies of all revised plan sheets to a Development Services Permit Coordinator. Our office
hours are Mondays, Tuesdays, Thursdays, and Fridays between 8:00 am and 4:30 pm and Wednesdays
between 8:30 am and noon. If you have any questions, feel free to contact me via email at
Jen.Machup,aAedmondswa.gov or via phone at (425) 771-0220.
Sincerely,
Development Services Department - Planning Division
Jen Machuga
Associate Planner
11 tA
--� 0 1�3
UcL, 4 2 ZK.
Structural Calculations for Permit Submittal:
fRANK
Petosa's
5505 thAVe S
Edmonds, WA
Client: LDG Architects
Date: December 21, 2016
Project No: 0024-2016-08
474242noAveSW#297ISqatue '�t.�,981�61206,574�.81601(iz��fran4ecor.pcny,corn.
�wl
D
L L
7T-
Or-� FL-F
4
t
FRANK CO.
4742 42nd Ave SW #297
Seattl% WA 98116
FRANK
Ph: 206.S79.8160
v
1 -al
I�D� J-1, - 1 -.-,o ,� 11 -, - , , -, rr . . r-
T
E,47
A, . -� -�- PIT
.p --fr .1
>
at-0
sheet
1. Design Maps Summary Report
Page I of 2
2L= Design Maps Summary Report
User -Specified Input
Report Title Petosa's
Wed December 21, 2016 15:57:57 UTC
Building Code Reference Document 2012/2015 International Building Code
(which utilizes USGS hazard data available in 2008)
Site Coordinates 47.806410N, 122.37855OW
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category IIII/III
r r 1j ' A #A , _E
Lynnw4god
E dm on d<;4-
Mountlake Terrace#
Bothell
117, C I q -,V44f--,C - 49 9
;i M, r - T, Indianola *Shoreline
3 Suquamish
L
USGS-Provided Output
Ss = 1.267 g S., = 1.267 9 S., = 0.845 9
S, = 0.497 g S,,, = 0.747 g S,i = 0.498 g
405
For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the "2009 NEHRP" building code reference document,
MCER Response Spectrum
(Mi,' 0 2C 0 4 0 0 2, 1 -Zi I ZO 1 40 1 CO I iO :'0
Period, T (sec)
Design Response Spectrum
0 S3
0 3G
0
o �o L
0. 0, O� 2�' 0. 4: 0-6: 0 2 L, I 4"� b I 1 40 1 CO 1 -.0
Period. T (sec)
hftp://earthquake.usgs.gov/designmaps/us/summary.php?template... 12/21/2016
1.71
j
41-
Beam:
M1
Shape:
C8X13.75
Material:
A36 Gr.36
Length:
12.67 ft
I Joint:
N1
J Joint:
N2
LC 1:
Code Check: 0.987 (bending)
Report Based On 97 Sections
fa
ksi
8.894 at 6.335 ft
-A
fc ksi
ft ksi
-8.894 at 6.335 ft
AISC ASD 9th Ed. Code Check
Max Bending Check 0.987
Location 6.335 ft
Equation HI-2
Compact
Fy 36 ks!
A k
1.711 at 0 ft
v k
-1.71 at 12.67 ft
M k-ft
-6.689 at 6.335 ft
D
179 at 6.335 ft
Max Shear Check 0.049
Location 0 ft
Max Defl Ratio LJ849
Out Plane In Plane
Fa
2.447 ksi
Cm
Ft
21.6 ksi
Lb 12.67 ft
Fb
9.015 ksi
KUr 247.06
Fv
14.4 ksi
Sway No
Cb
1
L Comp Flange
.85
12.67 ft
50.862
No
12.67 ft
IL
2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all-Ri Revised Augu
Project Info Project Title: HEROACEHARDWARE Date 4/7/2017
Compliance ApplicantInformation. Provide contact infonnation for individual viho can For Building Department Use
forms dD not respond to inquiries about compliance fonn infonn allon provided.
require a Company Name: LDG ARC - HITECTS
password to
use. CompanyAddress: 6525 1 ST —
Instructional and H AVE NW #200
calculating cells Applicant Name: MIKE BAILY
are wite- APR 10 2017
protected. Applicant Phone: 2062834764
BUILDING DEPARTMENT
lApplicant Email: MIKE@LDGARCHITECTS.COM CiTY OF EDMONDS
Project Description
13New Building [3Addition 12 Alteration OPlans Included
Include PROJ-SUMform (includedin envelopeforms Korkbook) Aith lighfingcomplliance forms.
Building Additions Compliance Method Interiorlighting Extenorlighting
........... ................................................................... ....... ................ I ......
..... * ................... .........................
Lighting systems in addition area comply with all applicable I
provisions as a stand alone new construction project 13
Refer to Section C502.2.6 for additional i 13
. ............
requirements. Lighting systems in addi'tion are combined with existing
building fighting systems to demonstrate compliance
13
.............................. . . . . -
Interior and Exterior
Lighting Alterations
Select all Lighting Power and Lighting
Control elements that apply to the scope
Of the retrOfit PrOJeCt If project includes a
combination of spaces where less than
509/6 of the existing fixtures are replaced
in some spaces, and 50% ormore of the
fixtures are replaced in others, then
Pfovide separate lightingpower
compliance forms for the two retrofit
conditions. Spaces undergoing the same
tYPe Of retrofit may be combined into one
lighting power compliance form.
Refer to Section C503 6 for additional
requirements.
All alteration lighting controls shall be
coMmissionedperC408.3,
ONo changes are being made to
the interior or exterior lighting
systems and existing space
uses and configuration are not
changed.
Change of Space Use
Addition is combined with existing. . . ........ . - ............. — . . . ......... i ...................................... . . . .
Forinterior lighting projects, include new + existing inteRorlighting, fixture wattage in Proposed
Lighting Wattage table in L TG-INT-BLD or L TG-INT-SPA CE form
Ixt at( I ropos
For exterior lighting projects, include new + existing extenor lighting r ure w age n P ed
Tradable and Proposed Non- Tradable Lighting Wattage tables in LTG-EXT form.
Ughting Power :
.... ...... ------- ......
Interior lighting
Parking garage
Exterior lighting
50% or more of existing are replaced
........ . ....
13
. . ..............
13
Less than 50% of existing are replaced
13
.. . ...... . ...
13
13
................................. . . ........................ ........................ . .... . . .
Lamp andlor ballast repiW rnent on�
.................
. . . ..................... . . . ......
— existing total wattage not increased
13
13
13
. . ..............
50,01. or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply wth
total LPA per Sections C405.4.2 and C405.5-2. Includg new+ existing -to -remain fixtures in
Proposed Lighting Wattage table in LTG-IAIT-BLD. LTG-1AfT-SPACE or LTG-EXTIbmi
Less than 5001. replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed
the total lighting power priorto alteration Include new + exfshng-to-remain fixtures in the Proposed
Lighting Wattage table in LTG-IIVT-BLD, LTG-INT-SPACE or L TG-EXT form.
50516 threshold applies to numberof luminaires for interior spaces and parking garages, and total
installed wattage for exterior luminaires
Ughting Controls Interior fighfing Exterior righting
................. ............................. . ... . .. . . ................ Parking garage
........ . ........... ... ... .......... .... . . . ........ . ............... ................................ ............ .. . . ........
New wiring installed to serve added ............................ . ............
fixtures andfor fixtures relocated to
13
new circuft(s) 13
............... . . -- ..................... ......... . .... . ........................................... . .......
... . . . . .. ..................
.............. . . ........ ....
New or moved lighting panel
13 13
13
Interior space is reconfigured
luminaires unchanged or relocated 13
...............
. . . . .......... . ...... ......................... . . . .... .. .......... . ................. .......
Newwidng orchircult - Forintenor lighting, Provide required manual controls per C405-i]�'—
occupancy sensor controls per C405_ 2 1, daylight responsive controls par C405. 2- 4 and aPplica tion
specific lighting controls per C405.2,5. For exterior lighting, provide required controls per C405.2.7.
Newor moved panel - Provide a11aPPI'cab1G lighting controls as noted for Neiv Wriingand'automal
time sviitch controls per C405.2.2,
Reconfigured interior space - Provide all required lighting controls that apply to a new interior
space. Application specific lightfrig, control prDvisionsper C405.2.5 do not apply to reconfigured
13 Existing interior lighting systems in areas under -going a change in space use are upgraded to —
comply with LPAs for the new space types per Tables C405.4.2(l) or C405.4.2(2).
Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage
table in LTG-INT-BLD or L TG-INT-SPACE form.
N
all
2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and R1 Revised August 2016
Project Tifle: HEROACEHARDWARE Date 4/7/2017
Calculation 0 0 Addition - 0 Addftion For Building Department Use
Area" stand alone + extting
o Spaces where < 50% of 0 Spaces where � 50% of
luminaires are replaced luminaires are replaced 0
LPA 41 Standard 0 Additional Efficiency Package option
Calculation C406-3 Reduced Interior Lighting Power 0
Type Tocomplywith C406,3, the Proposed LPD shallbe 25% lolver thanthe TargetLPA.
Pefer to C406.3 for additfonal requirements.
Maximum Allowed L�ighting lVa—ttageTE 1 7
Locab on (plan#,
Gross Interior
, Allowed
Watts Allowed
Building Area
room #, or ALL)
Area Description
Area in ft2
Watts per ft2
(wattsfi? x area)
Retail
FLOOR PLAN
SALES AREA,
10858
1.0i
10967
Retail
FLOOR PLAN
PREP
480
1.01
485
Retail
FLOORPLAN
BACKROOM
2946
1.01
2976
Proposed LightinL, Wattaze
Totall 14284
Building Area
Location (plan#,
room #)
Fixture Description NOTE 2,3,4,5
Number of
Fixtures
--Watts —per
NOTE 6
Fixture
Wafts Proposed
Retail
SALES FLOOR
CHAIN HUNG LED
319
—7 3
13717
Retail
PREP
2X4 LED TROFFER
5
43
215
Retail
BACKROOM
RETRO FIT LED TUBES
—9.
43
387
Compliance by Building Area IIE7
Building Area
Warnings
TO lAll0wed
Wafts
TotalProposed
Watts
Interior Lighting
Power Allowan]ce
Retail
14428
14319
COMPLIES
Note I - List all unique building areas per Table C405.4.2(l) that occur in the Totals 14428 14319
project scope. Select building area category from drop dow7 menu.
Note 2 - Proposed fixtures m ust be listed in the building area in Mich they occur List a// proposed lighting fixtures including exempt
lighting equipment and existing -to -remain fixtures.
Note 3 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), numberof lamps in the fixture, and ballast type (if
included).
For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast inform ation.
Note 4 - For lighting equipment eligible for exemption per C405.4. 1, note exception number and leave WattvFixture blank.
Note 5 - Existing -to -remain fixtures shall be includedin the Proposed Lighting Wattage table in the same manneras new fixtures. Identify as
existing in fixture description.
Note 6 - For proposed Watts�Fixture enter the luminaire vottage for installedlarrip and ballast using manufacturer or other approved source.
For
voltage luminaires mith screw -in lamps, enter the manufacturer's listed maximum input vottage of the fixture (not the lamp vottage). For low
or lighting, enter the voltage of the transformer For line voltage trackbusvoy systems, enter the larger of the attached luminaire vottage
50 vottallineal foot, or enter the vottage limitof permanent current limiting device.
Note 7 - Proposed Wattage tbr each Building Area type shall not exceed the A//oKed Wattage for that Building Area type. Trading voltage
beti4een Building Area types is not allovied under the Building Area Method compliance path.
Note 8 - Calculation Area Details:
building a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined vVth the overall existing
2015 Washinaton State Enerov Code CnrnnhAnnp Fn— fnr r�nm—i�l � ;—i �;
I.— .,..
Project Title: HERO ACE HARDWARE
.11 — mevisea August zuiij
Tate 4/7/2017
Interior Ligrbting System
cp--
REPLACING THE SALES FLOOR WITH NEW LED FWURES. THE EXISTING
Description
BACKROOM FLOROESCENT FISTURES ARE BEING FITTED WITH NEW LED BULBS
Interior Lighting Power
0 Building Area Method 13SPace-by-space Method
Allowance Method
Select method used in project.
Interior Lighting Controls
0 All C405.2.1 - C405.2.8 Controls [3C405.2 Exception 5 Luminaire Level
DAdditional Efficiency Package Option Lightng Control (LLLC)
C406.4 Enhanced digital lighting controls
To comply mith C406.4, no less than 90% of the total installed interior lighting povter shall comply Wth
required controls per C406.4,
Dwelling Unit Interior
Permanently installed interior lighting fixtures in dvelling units comply i4th:
Lighting
0 C405.2 thru C405.5 Commercial Lighfing Controls and LPA
0 C4063 High Efficacy Lighting
0
Exterior Lighting System
Description
Fy I S-T� 0 c� TV A M Ld�
PIA
APR
BUILDING DEPARTMENT
t5, CITY OF EDMONDS
0 V--Yz-
W2-4 (Lw: tj
IQ5rcc*rb�A 6V--
OF
k��O AA J�U� V- :3E,,i\,kA
02,tu Ar E r-4-,,4 � 21
0 F
,-�avN4 wJtT--- 7b f�-t tim,Trz)
7-0 lc�OP5,— L-61fDtAh�
"'ifo (4 re fo s,:, 4.1 f --L
FRANK CO.
4742 42nd Ave SW #297
Prol, No.
Seattle, WA 98116
Ph: 206.579.8160
— =4F
Design — V,
Sheet
DAVID 0. EARLING
MAYOR
C1'rY OF EIDMONnS
1215 TH AVENUE NORTH - EDMONDS, WA 98020 - 425.771.0220 - FAX 425.771.0221
Website: www.edmondswa.gov
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building
" C. I b 7
March 20, 2019
EDMONDS HERO ACE HARDWARE
C/O CENTER LP EDMONDS
403 HOWELL WAY
EDMONDS, WA 98020
Re: Building Permit: BLD20161689
Job Address: 550 5TH AVE S, EDMONDS
Permit Type: EXISTING 21,000 SF GROCERY STORE TO BE REDUCED TO 2,600 SF, NEW
HARDWARE RETAIL TO REPLACE.
NEW ADA RESTROOM AND NEW ACCESSIBLE OUTDOOR GARDEN AREA W1 SLIDER DOOR AND
RAMP/STAIRS. INCLUDES PLUMBING FOR NEW RESTROOM.
Expiration Date: 5/9/2019
Dear Property Owner:
According to Building Division records, the above referenced permit will expire on 5/9/2019. In an effort
to ensure your project is inspected and has received an approval per your issued permit, please call for
your final inspection(s). If the work is not finished you must renew your permit PRIOR to the expiration
date. Permit renewal fees for the third and final year are one quarter of the original building permit fee.
In order to renew your permit at least one required building progress inspection must have been
performed by the City Building Inspector within the past year.
Third year renewal fee for BLD20161689 =$ 595.00
Note: Building permit fees and time frames are established by the Edmonds Community Development Code and
cannot be waived by the Building Official. If you do not receive your final or do not renew your permit by the
expiration date, a new permit application along with applicable fees will be required in order to complete your
project. if a lapse in the building permit creates a code violation, the matter may be turned over to the City's Code
Enforcement office.
*** To schedule an inspection call 425-771-0220 ext. 1333
"Please ca/1425-771-0220 ext. 1261 if you have questions or need additional information.
Sincerely,
Denise Nelson
Permit Coordinator
cc: file
lncorpoFatedAugust 11, 1890
Sister City - HckimuiJapan
STATISTICS:
BUILDING CODE:
SITE ADDRESS:
SITE AREA:
ZONING:
TAX NUMBER:
OCCUPANCY:
CONSTRUCTION TYPE:
BUILDING AREAS:
BASEMENT
MAIN FLOOR
MEZZANINE
EXTERIOR GARDEN - MERCH
EXTERIOR GARDEN - STORAGE
TOTAL SO. FT�
AREA UNDER THIS PERMIT
INTERIOR MAIN FLOOR:
INTERIOR MEZZ;
EXTERIOR GARDEN MERCH:
EXTERIOR GARDEN STORAGE:
TOTAL UNDER THIS PERMIT:
EXITS REQUIRED:
INTERIOR:
EXTERIOR GARDEN:
OCCUPANCY:
IBC 2015 BASEMENT: 377 - SEPARATE EXITS - NO CO -EXITING FROM STREET LEVEL
UPPER FLOOR 385 IN STORE - 48 GARDEN AREA 433 TOTAL
550 5TH AVE S PARKING: EXISTING USE CONSIDERED TO COMPLY PER ECDC 17.50.010
75,358 SQ. FT. -1.73 ACRES
BD3 DOWNTOWN CONVENIENCE COMMERCIAL SCOPE OF WORK: EXISTING GROCERY STORE USE REDUCED TO APPROX 2,600 SQ .
-DOWNTOWN ALLIANCE BOUNDRY- FT. NEW PROPOSED HARDWARE RETAIL USE. NEW ADA UNISEX
REST ROOM AND ACCESSIBLE OUTDOOR GARDEN AREA WITH NE
27032600102500 SLIDER DOOR AND RAMP/STAIR ASSEMBLY
M LEGAL: SEC 26 TWP 27 RGE 03BAAP 30FT W OF NE CDR SEC TH S
6OFT TPB TH IN 30OFT TH S 251.14FT TO N LN HOWELL WA
VB SPRINKLERED TH E 30OFT ALG SD N LN TH N 251.14FT TPOB SUBJ ESE PU
IF ANY
22,590 SQ. FT. OCCUPY-60 = 377
21,952 SQ. FT. OCCUPY-60 = 366 *dkvy lits&aeft
1,042 SQ. FT. OCCUPY-60 = 7
2,774 SQ. FT. OCCUPY-60 = 46 SHEET INDEX: *W�0�t�
646 SO. FT. OCCUPY-300= 2 A-1.0 COVER AND SITE PLAN LJelAt'
49,004 SO. FT.
A-2.0
DEMO PLAN
A-2.1
FLOOR PLAN
14,284 SO. FT. OCCUPY-60 = 238
1,042 SQ. FT. OCCUPY-100=10 (ADJ FOR USE=7
A-3.0
ELEVATIONS, SCHEDULES
2,774 SO. FT. OCCUPY-60 = 46
A-4.0
SECTIONS
646 SO. FT. OCCUPY-300=2
A-4.1
SECTIONS
18,756 SO. FT.
A-5.0
REFLECTIVE CEILING
'> tWAC,
A-5.1
REFLECTIVE CEILING DETAILS
2 EXITS REQUIRED - 2 EXITS PROVIDED
A-6.0
EQUIPMENT PLAN, SCHEDULE
I EXIT REQUIRED - I EXIT PROVIDED
S1.0
STRUCTURAL PLAN AND DETAILS
EQUAL EQUAL
\-PRECAST
CONC WHEEL ---------
0
STOP - PER FASTENED
D
GREASE STORAGE ARE
VERIFY WIDTH REO
NEW CONC SLAB ON
.0 GRADE
TREATED 4X4 POST IN
SIMPSON 4X4 POST BASE
PROVIDE STOPS FOR GATE -
CANE BOLTS (TYP) .31 ;6? pq
07
A
6" STEEL CONC FILLED BOLLARD
5" X 4" HINGE(3 PER DR
ALLOW FOR 110 DEG OF IWING (MIN)
HEAVY DUTY GALV SWING GATE ASSEMBLY
WITH VINYL SIGHI OBSCURING SLATS
C-I C-\IATIr)l\l
(�DUMPSTER ENCLOSURE
GENERAL NOTES:
1. PROVIDE EMERGENCY LIGHTING AT EACH EXITAND FIRE ALARM SYSTEMS AS REVIEWED BY LOCAL BUILDING OFFICIALS
AND FIRE MARSHALL
Maple St
2. PROVIDE A MANUAL FIRE ALARM MOUNTED AT 52" ABOVE FINISHED FLOOR PER IFC 1007 WAC 51-30
3. HOT WATER PIPING AND ROOF LEADERS IN UNHEATED SPACES SHALL BE INSULATED
WITH R-3 INSULATION (FLAMESPREAD 25 OR LESS)
Alder St
4. CONTRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS
5. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES IN THE CONTRACT DOCUMENT
BeckLn BeO Lri
6. SUBCONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING IN THIER AREA.
Walnut St
7. REPETITIVE FEATURE MAY BE DRAWN ONLY ONCE , BUT SHALL BE PROVIDED AS IF DRAWN IN FULL
8. TIGHTLINE DOWNSPOUT TYPICAL AND INSULATE AT PENETRATION OF OUTSIDE BUILDING ENVELOPE
I 101�1 Dr
9. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS,
BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES
THROUGH WALLS, FLOORS, AND ROOF; AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE SHALL
C,
BE SEALED, CAULKED OR WEATHERSTRIPPED PER SECTION 502.4.1 OF THE 2015 EDITION OF THE WASH. ST. ENERGY CODE
10. ALL DUCT PENETRATIONS AT ONE HOUR RATED SHAFTS REQUIRE SMOKE DAMPNERS PER IBC CHAP 7
4ft
FIRE DAMPERS PER CHAPTER 7 OF IBC.
it. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED
BY AN APPROVED
OR MARKED AGENCY
3. CONCRETE WALK TO BE SMOOTH BROOM FINISH, SLOPE TO DRAIN, EXP JOINT 0 20'-G',' P.C. TJ 0 5'-0" O�C.
>
14. ALL MATERIALS INSTALLED IN STAIRWAYS TO BE FLAME SPREAD I
ALL MATERIALS IN CORRIDORS TO BE FLAMESPREAD 11
ALL MATERIALS ELSEWARE ARE TO BE FLAMESPREAD III
15. ALL ROOF MOUNTED EQUIPMENT MUST BE APPROVED BY STRUCTURAL ENGINEER RESPONSIBLE FOR THAT AREA
WITH DRAWINGS SHOWING LOCATION AND TIEDOWNS PRIOR TO INSTALLATION
VICINITY MAP
16. THE CONTRACTOR IS RESPOSIBLE FOR APPLYING AND SECURING ALL PERMITS EXCEPT THE BUILDING PERMIT
1 7. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED
NTS
18. PROVIDE HORIZONTAL AND VERTICAL FIRE BLOCKING IN ALL FRAMED WALL 0 10' INTERVALS PER IBC 2015 SECTION 717
22. PROVIDE A FLOOR OR LAND N,p WITH A MIN. WIDTH OF DOOR AND A TRAVEL DISTANCE NOT LESS THEN 4'-0"
AND NOT GREATE �2 BELOW THRESHOLD AT ALL DOORWAYS
23. PROVIDE ALL SIGNAGE REQUIRED BY CODE INCLUDING AN ADDRESS ON FACE OF BUILDING, LETTER SIZED PER CODE
2 PROVIDE TYPE 2-A 1OBC FIRE EXTIGUISH-RS PER CODE LOCAL BUILDING OFFICIAL, AND FIRE MARSHALL
4. E
(ONE EXTINGUSHER FOR EVERY 3000 SQ. FT . OF FLOOR AREA WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET TO ANY EXTINGUSHER)
26. INSTALL ALL BACKFLOW PREVENTION DEVICES AS RED. BY CODE AND LOCAL BUILDING OFFICIALS
27. ALL CONSTRUCTION SHALL CONFORM TO THE 2015 EDITION OF THE IBC
28. SPECIAL INSPECTIONS SHALL BE APPROVED BY THE BUILDING OFFICIALS PRIOR TO CONTRUCTION
29. AT BUILDING ENVELOPE WHERE INSULATION IS INDICATED ON PLANS PROVIDE A FIRE RESISTIVE FOIL FACE INSULATION OR
VAPOR BARRIER AT WARM FACE OF INSULATION. THE FACING SHALL NET BE IN DIRECT CONTACT WITH WALL OR CEILING
THE FLAME SPREAD SHALL HAV A CLASS OF ONE. ALLOW 1" AIR SPACE FOR AIR MOVEMENT
30. PROVIDE ILLUMINATED EXIT SIGNS AS INDICATED ON DRAWINGS AND AS REQUIRED BY CODE AND LOCAL BUILDING OFFICIALS
31. TOILET ROOM TO HAVE SEPERATE AND INDIVIDUAL EXHAUST SYSTEMS IN A SEPERATE SHAFT SEE SEC 1203 IBC
32. SUSPENDED CEILINGS TO BE DESIGNED FOR EARTHQUAKE ZONE 3
33. INSPECTIONS SHALL BE PREFORMED PER IBC 104.4 THE PROGRAM SHALL INCLUDE SAMPLES OF INSPECTION REPORTS
AND PROVIDE TIME LIMITS FOR SUBMISSION OF REPORTS
34 MECHANICAL AND ELECTRICAL SYSTEMS PER WASHINGTON STATE ENERGY CODE, UNDER SEPERATE PERMITS
35: ALL STRUCTURAL COLUMNS THAT ARE EXPOSED ARE TO BE COVERED WITH 5/8" GWB TO CEILING.
36 . ALL TRIMS WOOD AND METAL ARE TO BE CAULKED AND PAINTED
39. THE HEATING FUEL SOURCE SHALL BE "OTHER" NO ELECTRIC HEAT AS DEFINED BY THE 2006 WASHINGTON STATE ENERGY CODE
40. PROVIDE AUTOMATIC LIGHTING CONTROLS TO SHUT OFF INTERIOR LIGHTING DURING UNOCCUPIED HOURS PER WSEC 1513.6
41. THE FOLLOWING ITEMS SHALL BE SUBMITTED AS DEFERRED SUBMITALS. DEFERRED DOCUMENTS AND PLANS SHALL BE SUBMITTED
TO THE ARCHITECT, ENGINEER OR DESIGNEE WITH A NOTATION INDICATING THAT THE PLANS HAVE BEEN FOUND TO BE IN GENERAL
CONFORMANCE WITH THE DESIGN OF THIS BUILDING
FIRE SUPPRESSION PLANS, ALARM PLANS, ELECTRICAL PLANS, RATED CONSTRUCTION JOINTS,
INTERNMIONAL SYMBOL OF 01- APPUED TO
RATED -THROUGH AND MENBRANE PENATRATIONS
THE CENTER OF EACH REWD DISAKED PARKING
42. THE JOB SUPERINTENDANT SHALL MAINTAIN AT THE JOB SHACK A LIST OF CERTIFIED WELDER PERFORMING WORK ON THIS JOB
IWIM TRAFFIC PARIT
SITE. INCLUDED ON THE LIST WILL BE NAMES, DATE OF EXPIRATION OF CERTIFACATIONS AND TYPE OF WELDING THE INDIVIDUAL IS
r,-'NHANDICAP DESIGNATION AT STALL
QUALIFIED TO PERFORM
43. THE JOB SUPERINTENDANT SHALL MAINTAIN A CURRENT LIST OF THE SPECIAL INSPECTORS CONDUCTING INSPECTIONS ON THIS JOB
THE LIST SHALL INCLUDE NAME OF THE INSPECTOR, DATES AND TIMES PRESENT ON THE JOB SITE AND TYPES OF INSPECTIONS DONE
44. NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PRIOR TO THE ISSUANCE OF A
CERTIFICATE OF OCCUPANCY "NO EXCEPTIONS". APPROVAL FOR OCCUPANCY IS ONLY GRANTED AFTER ACCEPTANCE BY PUBLIC WORKS,
WORDS IN AT I EAST ONE INCH I_-
ESERI. -KIND'
PLANNING, FIRE MARSHAL, AND BUILDING OFFICIAL.
SIGN MARK D WON INTION10- SYMBOL
45. SEPERATE PERMITS ARE REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, SIGNS, CARPORTS, FENCES, POOLS, UNDERGOUND
OF 11. Al -1 1 1/2- X 2 1/2-
BNDE SYMBOL " STAFE DISAIS1D PARKING
OR ABOVE GROUND STORAGE TANKS, AND DEMOLITIONS. SEWER CAPPING PERMIT REQUIRED PRIOR TO DEMOLISION PERMIT.
PERMIT REQUIRED'
"VAN
49. ALL REQUEST CHANGES TO THE APPROVED PLANS SHALL BE PREPARED BY THE PROJECT ARCHITECT AND SUBMITTED TO THE
�� WHERE REOUIRED
BUILDING OFFICIAL FOR APPROVAL. COPIES OF SUCH APPROVALS SHALL BE. ON THE JOB SITE PRIOR TO COMMENCEMENT OF WORK.
r BU, STEEL PIPE
CHANGES INCLUDE BUT NOT LIMITED TO PROPANE TANKS,ADDITIONAL OPENINGS IN WALLS, EXTERIOR BUILDING MATERIALS, FENCE
LOCATIONS, RETAINING WALLS, ROCKERIES, LANDSCAPING, PARKING LOTS, LOADING DOCKS, STC. A MINIMUN OF TWO TO FIVE WORKING
DAYS SHALL BE EXPECTED FROM APPLICATION TO ISSUANCE OF APPROVAL OF CHANGES.
50. THE FINAL SIGNED REPORT FROM THE TESTING LAB SHALL BE RECIEVED BY THE BUILDING OFFICIAL PRIOR TO FINAL INSPECTION
EM ED SON 1- IN B'
FOR OCCUPANCY.
GO G. FOOTING. HOIEI IN f-D"FROM FACE
OF CURB
53. ALL LANDSCAPING SHALL BE INSTALLED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY
55. ALL FIRE RESISTIVE DOOR ASSEMBLIES SHALL BE TESTED TO THE PROVISIONS OF THE 2015 I.B.C. STANDARDS
GENTE ED IN PARKING SPACE
PART ONE FOR FIRE RESISTIVE ASSEMBLIES
PAINT 2 COMB TRAFFID YE-W
INTERNAFION L SYMBOL OF ACCESS PER
56, ALL CONSTRUCTION JOINTS FOR THE TOPS OF WALLS AND SMOKE BARRIERS SHALL COMPLY WITH SECTION 705 TABLE 7-D
AN$[ A117.1-198Q SEC 4.30.2
FOR CYCLIC LOADIND
v-5. nN -
57. ALL PENATRATIONS THROUGH FIRE RESISTIVE HORIZONTAL ASSEMBLIES SHALL BE OF STEEL,, FERROUS OR COPPER CONDUIT
r,-\HANDICAP--/ TRAFFIC SIGN
AT A MAX SIZE OF 6" DIAMETER. THE TOTAL PENATRATION SHALL NOT EXCEED 144 SQ. IN FOR EVERY 100 SQ. FT.. SEE
IBC REQUIREMENTS
58. NREC FORMS FOR MECHANICAL EQUIPMENT SHALL BE REQUIRED AT THE TIME OF MECHANICAL APPLICATION
59. BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS SHALL BE SEALED. CAULKED ANS GASKETFD TO LIMIT AIR LEAKAGE
LLj
3:
0
z
0
C.)
0
Z
F--
V)
x
ELI
CANE BOLT ONE PER GATE
3/16" GALV ROD & TURN SUCKLE
ONE PER GATE
2X TOP RAIL
2X4 FRAMING
-BEVELED HARDI-PLANK
CONC SHEATHING OVER Y2"
EXT PLYWD EA SIDE OVER
TREATED 2X4 FRAMING 0
24" D.C.
EXISTING LANDSCAPE
GAL SIMPSON 4X4 POST
BASE
REATED 4X4 POST PER
PLAN
EW 4" CONC SLAB ON
RADE
U-4 " CONG SLAB ON
Ir GRADE
SECTION
L- HARDI PLANK BEVELI
SIDING (PAINT)
STEEL BOLL4RD
.ELEVATION SIDE
DA E E NG F DE ARTMENT
WI
X'ST' IT I P �RZTH
CTI To
C E ON W A 4 S
% __Do S W
DEG%R R N �AE A �TE DI
SIGNAGE CURRENT WITH NFPA 13
PROPERTY OWNER:
EDMONDS CENTER LP
403 HOWELL WAY
EDMONDS WA 98020
NEW ENTRANCE 425 672 1100
PER PLAN-\
FIRE MARSHAL CONTACT:
DEPUTY FIRE MARSHAL KARL FITTERER
425 775 7720
PARKING FIRE LANE -
NEW CHAINLINK
ENCLOSURE
NEW STRIPPING
EXISTING NEW H.C. SIGN
DRIVEWAY
DRIVE REFUSE,
NEW 4" SLAB
SLOPE TOWARDS DRIVE
6" DIA. PIPE
FULLY GROUTED
4" MIN COVER TYP
-11 Ez
IIF
BOLLARD DETAIL
DE�Fl;12ab
I- F 71 IZp SJ;p:%h1r
MOC>i*P,'�A-T;6oJ
E44tkLRG� Hr�A b5 APf-- Te---TE�0 0 F-
TENANT: STRUCTURAL ENGINEER:
THE MYERS GROUP FRANK COMPANY
PO BOX 229 4742 42ND AVE SW #297
CLINTON, WA 98236 SEATTLE, WA 98116
206 306 9255 , 206 579 8160
OWNERICONTRACTOR IS RESPONSIBLE
FOR EROSION CONTROL AND DAMAGE APPMOVED AS NOJ�ED
DR NffiRt&ng Date: - 21521
"mumim X-5-ngmwoFAL
0*4 70 A�w UrNME3 mol -1VA44v4.
am F11.1711.11 -tfh 5 F94rVin
EXISTII�"ETAIL BUILDING
-NO PARKING FIRE LANE -
EXISTING AC PAVING
EXISTING STRIPPING �
NEW CURB
LANDS -CAP_[
AT EACH I
NEW �PA�I
REMOVED
NEW REFU �ENCLO RE
UPDATE FIRE
LANE MARKINGS
EXISTING -NO PARKING FIRE LANE� EXISTING
EXISTING LANDSC�AP DRIVEWAY DRIVEWAY
EXISTING CONC WALK
rNN1 SITE PLAN 5TH AVE S
�4 -scALE r = 20'
ar
Lru"G 11 c:irc--hitcact.-s
Inardic design group . architects
6525 15TH AVE NVV #200
seattle, wa 98117 (206)283-4764
CIF MI-IN-14
cev,h9lbe
2", tve
Trmittl� ill'a,
.1;B*6T,9,A 66ong 0 'i'ting doe
�aID10"T'& edt e
or v
no T "the
04'
OT
st OT CID
sa
mo-D 1 �-- ; cAto t�l op- w Rw
lone- 9�,Z��a Comer�LFsg_
jS�k Re�uired -A=&L
Front 01
Sides
Rear
other
L7-
\AftAW 19W
5b Sq niTy conxi
PT
project title:
PROPOSED PROJECT FOR:
EDMONDSHERO
ACEHARDWARE
RESUB
MAY 0 5 2017
BUILDING DEPARTMENT
CITY OF EDMONDS
1 h16 EDMONDS, WA
sheet title:
SITE PLAN
PERMIT SUBMITTAL 12-21-201
PERMIT RESUBMITTAL W/CORRECT 4-7-2017
ADDED REFUSE AREA 5-4-2017
0
no:
I revisions
I date:
job no:
sheet no:
A-1.0
draw:
checked:
date: 11-28-2016
f No
Obtain Electrical Perralt from
State Labor & Industries
4, 7, /9,
'3,
�E 0 0
0-
F) a E3 �1 DEMO EXISTING DOOR
DEMO OBSERVATION
PLATFORM
ETM
D- - - - - -
EXISTING MEZZANINE PLAN
SCALE 1/8" = V-0"
/9"
2/ /3, 4/
�-u
I/ �13�
� 0
0 PARTIAL DEMO PLAN K4+ 61ta,
SCALE 1/8" = V-0"
LDG
linardic design group . architects
6525 15TH AVE NW #200
Seattle, wa 981.17 (206)283-4764
-.xNbe NOT, PUBLISHED. ALL RIGHTS RESERVED. THE ABOVE DRAWINGS
AM SPEOIFCKTONS AND IDEAS DESIGNS AND ARRANGEMENTS
REPRESENT THER BY ARE AND SHALL REMAIN THE PROPERTY
OF THE ARCHTECT. NO PART THEREOF SHAM BE REPRODUCED.
COPIED. ADAPTED. DIS LOSED OR DISTRIBUTED TO OTHERS.
SOLD. PUBLISHED OR OTHERWISE USED WITHOUT THE PRIOR
WRITTEN CONSE T Of AND APPROPRIATE COMPENSATION TO THE
ARCHITECT I CONTACT WIT. THE ABOVE EIRAW—S OR
SPECIFICAil VISU 11"-TUTE ..NC-..VE EVIDENCE .1
'"' S"
—P—E .1 THESE R—CRONE
AR IT IT13
ECH CHIC.-
�ATELII
consultants:
project title:
PROPOSED PROJECT FOR-
EDMONDSHERO
ACEHARDWARE
EDMONDS, WA
sheet title:
RESUB
DEMO PLAN
APR 10 2UI1
BUILDING DEPARTMENT
CIWOFEDMOWDS
PERMIT SUBMITTAL
1 12-2 1-20 161
PERMIT RESUBMITTAL W/CORRECT I
; -7-2017
011-11N COPY
no:
� revisions
I date:
job no:
sheet no:
A-2.0
draw:
checked:
date: 11-28-2016
3, �4, (7) �9,
L D G
(E
OFF CE LUNCH OFFICE
I(
AREA Room AREA —INFILL EXISTING DOOR
175 SF 326 SF 234 SF z AND FINISH WITH
2 OCC 3 OCC P2 OCC LIKE MATERIALS
. _1\ .1 1 1 zi
Po 4f ��, J k"� �k Qt'r� 4'zf--
6T"w'4� 100 psr- MA&J'm uph , 0-
Leftqin"'141 e4e,5 FmvI'x-<4)
D ) - - - - - -
_U
EXISTING MEZZANINE PLAN
NSCALE 1/8" = V-0"
/21/ /3� 4, 7 �9
1 i, 1 8,
5 _8"
�18'-8" 20' 20' 20' 20' 20' 20' 20'
33'- 1 53'Z7" 33 -4"
//7—RELO HW 8'-4" .3' 5'- 10". 1 46'-4"
0
6"H
110 3
D I >
TORAG 20' 16" SHELV SINK (9) COOLER
0
0
E 60"H I I ! 1 A
INFILL OPENING I WITH EET N� \,A-4.y
I 'N 00
LIKE MATERIALS
C"I A IE: % " GWB EA SIDE 8
OVER 2X4 0 2 V' D.C. 20' 16" HELV EXISTING RESTAURANT---Z
A-4. N W DOOR FIRE ELECT "--USE NO WORK
—1 . 41-8" 1 ", � 4(�)i S
S RINKLER EXTINGUISHER PANEL�_ UNDER THIS PERMIT
(TYP)
ELEV 104
7 R SER 5' TnDA
+0
XI ST r
_L)
ELEV
-48
Z3DRI
rR
ST
36' 22"
SHELV 7
96"H
7573'
20' 22" SHELV
STORAGE
3'-4
S3 1_1
i
4',3'-170."3'5'
v
3 6.' 3'
3'- 6
3'
3'- 6
3'. 6
'-5"_
17x38=646
j'3'
646 / 300 2
Co
F-1-1 2-1 EXTEND
EXISTING GWB---_
<
6'
>
> >
>
>
>
>
>
>
J>
>
$TORAG WALL
To PROPOSED
El
III III
UJ
U'J U.1
W
U-1
U.1
UJ
UJ
U-1
W
UJ
III
C14
CEILING
AS REQUIRED
UJ
m
m: m
m:
(n
a: :E
V) (n
m
0
m
V)
m
V)
m
V)
m
(n
x
(n
m:
(n
V)
m:
0
m
V)
0
'FA
GO
0mo
—
--to
-to
__'(o
—
— zo
'D
Zo
--(a
—'D
MERCANTILE
10
<
W
—
to C-4
— N
to
—
C-41
C-4
C'4
C-4
�-�(o
CD
73x38=2,774
w
2
CO
-
N N
—
N
N
'04
__N
�q —
— 'N
__N
2,774 / 60 = 4
A
LDEN
0
-Do
N
to
1`0
1`0
�0
to
to
F)
n
FUTURE COVERED
AREA -4-0
7
C
WITH PRE FARRI DSIRUCIUR —
_J_
I
UNDER SEPERATE PERMIT
LEY
<
'0�
nnnnnnn
-26"
t�
I
I
>
Ld
m
PAINT
CENTER C4
C4
DO
TES 4 9'-10" 4'
NEW STAIRS 11
1 B
00 TRANSITION TO
1 '4
- SLOPE9 SURFAC� t4-,O) A-4.1 1- 18 3',3'- BY 3'4'- 1 3 -8 3 61 3' 4' 4' 4' 3'1'- 4' .5'-B", 6'-t3" 3'4'- 10." 3' 4'- 5
Cn
El,,tV 'N r ---- I I
DEMO EkTERIOR
> > > > ------
i GG
WALL - SUPPOR—�1-1,_ _J _J
r �JEF LJ a E: Li ZL
7_ b
PER STIR 6WGS r�YT
> I > >
NEW
REPAIR GWB'\\AS I V) U) V) V)
(4) >< 12' _J Li Ld
REQ Ld _J
mm m:
<
6L
G V) V)
Ov
<
LJ Q0_
OD OL E*IV i UJ
I m C TR V)
< 0
OPEN 4 11 W i -7" 0 0
GARDE CL C14 C-4 N
0 ------
_J
0 1 L i
8' -4
N
'3: F 00
6' T46 1 10 1 9' -1 5' -6' 1 RETAIL
WROUGHT/ IRON 0 101
DJ
---------------
(D VER
ENCLOSURE A 'U-) DELI
TO EX),STING 1 01 1 --------------
CONG RET ALL 6, FE P-2 1 i FIRE
0 i SEASONAL
0
WIT
EXIST _10 CHECKSTANDS L I
CLR ;50 NOT
G CIG CIG
Z z I
UJ RELOCATED SERV—*—'L�
G_ Z
JACTILE
0 > I EXIST
_3 < ICOUNTER
V) 0- CLR SIGNAGE (TYP) ASSEMBLY
6 SLI ING GATE TES
/A __W ------ v-4
IN EXI�TING
FLOOR LAN ENTRANCE 14'
N 1/'=1-0
NEW SHELVING
FLOOR 60" TALL
IrE6 6 k'--sT4`EV L IN G�TA _L2 -R'-fk If N -91 -9
IILL-
AND LESS THEN 8 -1
'TO
MUST BE ANCHORED
THE, FLOOR PER, DETAIL
RAD
B K Er
WE BRACKET
CBF
LEVELING LEG
N
r 4PLATE
ANCHOR
1/4' OR 3/8' CONCRETE
WEDGE ANCHORS (2) PLS
um
FOR POSITIONING APPLINTIONS, USE WEDGE
ANCHORS WffH 1 1/8 IINIMUM EMBEDMENT.
0— =m ".MmR
FOR SEISMIC APPUCAnOIS. CONSULT A SE35MIC
ENGINEER FOR SPECIFICANCHOR SIZE/FYIPE
INSTALLATION DETAILS.
IFY THE EXISTING
PROVIDE WPE 2-A-10BC FIRE
M
ALARM IS CURRENT
EXTINGUISHERS PER CODE MAX 48"
H MONITORING AND
A.F.F. TO HANDLE,LOCAL BUILDING
IFICATION DEVISES
OFFICIAL, AND FIRE MARSHALL (ONE
EXTINGUISHER FOR EVERY 3000 SO.
7Wo- F�A
FT. OF FLOOR AREA WITH A
MAX�IMUM TRAVEL DISTANCE OF 75
FEE TO ANY EXTNGUISHER)
linardic design group . architects
6525 15TH AVE NW # 200
Seattle, wa 98117 (206)283-4764
NOT PUBLISHED. ALI Rl— ERVED. TNE ABWE DRAWINGS
AND Sp.,,._,
R. ... IFI'A" .. AN' IDEAS DESIGN' A" A"Al .... T'
PRE""' ... A" AND 1,ALL .. *1' TIE '11PE"'
H' A ...... I. 'ART ..... r 'HALL R.P .... "D
ED A A 'L I R ""TRRIP. T_ _RS
D PU.L,..ED USED W'UT T..
WR CONS_ APR.PR_. .
T �_ _UAL : .TACT W'T. T. P .. AT... T.
'GAT.... S . ..STTUT. VE DRAW_. OR
A
AG._ARG. __.RS
VR- - - - �_E__
_18 1, E7
A-T'EL.
consultants:
project title:
PROPOSED PROJECT FOR:
EDMONDS HERO
ACEHARDWARE
EDMONDS, WA
sheet title: RESUB
FLOORPLAN APRID?uit
BUIL"ING DEPAR-ENT
C,,., E .....
PERMIT RESUBMITTAL W/CORRECT 1 4-7-2
10: 1 revisions I date:
job no: sheet no:
draw,
checked: A-211
date: 11-28-2016
A " '0"'
//��.-,'CTILE CHARACTERS PER ICC/ANS, LDG - rohit
CTION 703.3 - t.]
-.—EXISTING LOADING DOCK AREA
EXISTING DOWN SPOUT------------.
'�—EXISTING CMU WALL STRUCTURE—__,
NEW AUTOMATIC ENTRY SUDER----_,_
NEW STEEL PIPE GUARDRAIL
NEW STEEL PIPE HANDRAIL
NEW CONIC
EXISTING STAIR
EXISTING AC PAVING
SOUTH ELEVATION
SCALE 1/8" = 1'-0"
W6� '�E�6F�d
PARTIAL EAST ELEVATION
SCALE 1/8" = 1'-0"
FINISH SCHEDULE
NO.
FLOOR
BASE
WALL
CEILING
ROOM NAME
MAT
FIN
MAT
FIN
NORTH
SOUT14
EAST
WEST
EIGHT
REMARKS
EXISTING
EXISTING
EXISTING
GWB
EXISTING
GW B
EXISTING
GW B
EXISTING
GWB
S USP
VARIES
REF CEILING PLAN
100
RETAIL
-T
VCT
1EX.ST"INNGG
SEALED
RUBBER
FF
PAINT
PAINT
PAINT
PAINT
CEILING
FSEE
OR NEW TILE AREA
EXISTING
SEALED
EX STING
I
FF
EXISTING
GWB/FRP
EXI CP
ST N ,
GWB)FI
EXI
GWSTING
B/FRP
EXISTING
GWB/FRP
EXISING
VINYL
10,
'0'
EXISTING PREP ARE TO
R MAIN FROM PREVIOUS
101
DELI
VCT
RUBBER
SUSP
CEILING
OE
PERATION
SINKS ONE HOOD
REAeETYPE
G TRAP AND
102
FREEZER
FINISHES
103
COOLER
EXISTING
EXISTING
EXISTING
EXISTINC ;
GXWISTING
OXIBSTING
OPEN TO
104
STORAGE
CON C
EALED
SEALED
RUBBER
FF
W B
GPA
GEXISTING1
We
W
STR
14'
NT
PAINT
I PAINT
PAINT
EXISTING
EXISTING
EXISTING
EXISTING
OPEN TO
106
STORAGE
EXIST
SEALED
SEALED
EXISTING
FF
GWB
GWB
GWO
GWB
STR
14'
CONCINr
RUBBER
PAINT
PAINT
PAINT
PAINT
NEW
NEW
NEW
EXISTING
NEW
NEW
NEW
P—LAM UP TO 4'-0"
107
REST ROOM
SHT
FF
FF
SHT
FF
GWB
Gwa
GwB
GWB
GWB
8--o-
AT ALL INTERIOR
VINYL
VINYL
PAINT
PAINT
PAINT
PAINT
PAINT
WALLS
EXISTING
EXISTING,
EXISTING
EXISTING
EXISTING
SEALED
SEALED
EXISTING
FF
GWB
GWB
GWB
GWB
108
SPRINKLER
CONC
RUBBER
PAINT
PAINT
PAINT
PAINT
EXISTING
EXISTING1
EXISTIN G
E XISTING
109
LOADING DOCK
EXISTING
SEALED
E XISTING
FF
GWB
Owe
GWB
GWB
CON C
RUBBER
PAINT
PAINT
PAINT
PAINT
EXISTING
EXISTING1
_
EXI ING
EXISTING
STORAGE
EXISTING
SEALED
EXISTING
FF
GWB
GW8
GWRT
GWO
110
CONC
RUBBER
PAINT
PAINT
PAINT
PAINT
EXTERIOR
EXISTING
GARDEN
PAVING
EXTERIOR
EXISTING
112
STORAGE
PAVING
,.—BRICK FACADE OVER CMU---�'
EXISTING CANOPY (BEYOND)—
,/, —STEEL PIPE GUARDRAIL
//—STIEL PIPE HANDRAIL WHEN
ADJACENT GRADE IS LESS THEN
18" IN DIFFERENCE
—CONC ACCESS RAMP
FEATHER ADDITIONAL RISER AND
TREAD AS REQUIRED FOR SLOPE
ALL EXISTING SWING DOORS SHALL BE
DOOR SCHEDULE UPGRADED WITH LEVER 14ARDWARE
NO*
TYPE
DOOR SIZE
T.K.
FRAME
DETAILS
UL
LABEL
HARDWARE
REMARKS
MAT
I FIN
HEAD
JAMB
SILL
I
B
PAIRPF
3'-0 X 7'-0"
1 3/4'
VINYL
PAINT
BY MFG
2
A
3'-0" X 7'-0"
1 3/4'
METAL
PAINT
1,2
3
F
P R OF
3A-10- X 7'-0"
1.11
4
C
12'-0" X 8'-6"
1 3/4'
ALUMN
FF
I, BY MFG
INSUL 0.30
5
D
PAIR OF
51-0" x 81-0"
11
6
F
3'-0" X 7'-0'
1.2,9
LEVER HARDWARE
7
B
PAIR OF
3 _O_ X 7'-0-
1 3/4
VINYL
PAINT
BY MFG
8
B
PAIR
3,_O.PF
X 7'-0'
-
1 3/4
VINYL
PAINT
BY MFG
t/
E
I EXISTING DOORS
'0 REM
IN
M(dpv" +c hmA& 1z &r 041wV146 ou"Irj;l'ble hAf2wAf1- Pw 106 10)0.1. 1.
DOOR TYPES
FLUSH S/C WD DR. H.D. VINYL TRAFFIC AUTOMATIC SLIDING
LEVER HARDWARE WITH VISION PANEL WITH EMERG BREAKOUT
ROLLING CHAINLINK
SWING
CHAINUNK
S/V
HARDWARE
1 . 1 1/2 PAIR BUTTS
11. PADLOCK
(4 1/2_ ) PER DR.
12. FUSE —LINK
2. LOCKSET
1 3 ' METAL KICKPANEL
3. LATCHSET
1 4* CYLINDER
4. WEATHERSTRIPPING
15. PUSH / PULL
5. DRIP
16. DOOR STOP
6. THREASHOLD
17. H.C. AUTO OPENER (ELECT)
7. AUTOMATIC FLUSH BOLT
B. ALARM
9* CLOSER
10. PANIC HARDWARE
TACTILE EXIT SIGN (TES) PER ICC/ANSI
SECTION 7103 WITH BRAILLE PER ICC/ANSI
SECTION 7,03 4
SIGN AT SIGN
REST ROOM EXIT DOOR
18" CLEARANCE PER ICC/ANSI
L,Br'S`E'C"TION 703.3.11 RCENTERED ON ISGNS SHOWN FOR EXAMPLE RAILE DO
S S] TS SHALL HAVE A DOMED
MIN TACTILE CHARACTE MAY BE ADDITIONAL BACK ROOUNLDY OR ROUNDED SHAPE AND SHALL
AITH ICC/ANSI TABEL 703.4,3
ALL INTERIOR AND EXTERIOR SIGNS DEPICTING THE INTERNATIONAL
ACCESSIBLE COMMUNICATION SIGN _ SYMBOL OF ACCESSIBILITY SHALL BE WHITE ON A BLUE BACKGROUND_
�3' NOT TO SCALE
FAUCET CONTROL HANDLES TO BE
WITHIN 17 , FROM FRONT OF
LAVATORY
SLOPE FLR TO DRAIN
30"X48" MIN CUR UNOBSTRUCTED
FLOOR SPACE
PROVIDE SOLID BACK'G FOR CRAB
BARS
- -1- .... ... ...
TYPICAL RESTROOM FLOOR PLAN
DOOR PER SCH
HOLUO� MET FRAME
5/3" GWB 0 ER 2X4
0 2r O.0
/S OWS OVER 2X4
0 24" ".
STEEL METAL CHANNEL AT
MDR VERTICAUS PR -OE
POSITIVE CONNECTION TO
JAMP AND SLAG WITH ANGLE
JAND . EXPANSION BOLT
'4 GAA SMOOTH H.
FRANC DOOR
HINGE HIGH IMPACT TRAFFIC
DOOR
RESTROOM ELEVATION
1/4"=l'—O"
RESTROOM ELEVATION
1/4"=I'—O"
EXHAUST FAN (MIN 150 CFM)EXHAUST DIRECTLY
To THE EXTERIOR
SURFACE MOUNTED LIGHT FIXTURE
GWB(MR) PAINT
2'6"X3 '6" MIRROR W S.S. EDGES
1.5"0 GRAB BAR
WAINSCOT PER FINISH SCH
TOILET PAPER DISPENSER
LAVATORY W/ LEVEL HANDLE FAUCET
WATER CLOSET —FLUSH HANDLE 0 OPEN SIDE
INSUL DRAIN & SUPPLY LINES
6 - MIN BASE TO BE CONT. W/FLR SURFACE
CONTINUOUS FLOORING PER FINISH SCH
1. ALL GRAB BARS SHALL WITHSTAND VERT AND
NORIZ FORCES UO TO 250 LBS
2. ALL GRAB BARS SHALL BE SMOOTH
3. ALL GRAB BARS TO BE SMOOTH
D NOT ROTATE IN FITTING
4. ALL DISPENSERS OF PRODUCT NOT TO
BE MOUNTED ANY GREATER THEN 40"
A.F.F. FROM DISPENSING POINT
5. BOTTOM OF MIRROR 40" A.F.F.
linardic design group . architects
6525 15TH AVE NW #200
Seattle, wa 98117 (206)283-4764
NOT PUBLISHED. ALL RIGHTS RESERVED. THE ABOVE DR—INGS
AND SPECIFICATIONS AND 'I— All A RAI—ENTS
REIRESS.T THEREBY ARE AND SHALL REMAIN THE PROPERTY
OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED.
COPIED. ADAPTED DISCLOSED OR DISTRIBUTED T OTHERS.
SOLD. PUBLIS ED. OR OTHEIR—E USED — OUT THE PRIOR
WRITTEN DO SENT OF AND APPROPRIATE COMPENSATION TO THE
ARCHITECT VISUAL CONTACT . THE ABOVE .—IN.S OR
3PECIFIC��il SHALL C."' UTE CO—USIVE EVIDENCE OF
ACCEPTANCE or THESE RESTRCTIONS
11�� *S� D
AR IT
RSEN D
consultants:
project title:
PROPOSED PROJECT FOR:
EDMONDSHERO
ACEHARDWARE
NDS, WA
sheet title:
RESUB
ELEVATIONS
APR 10 2017
SCHEDULES
I1UI0,T,'NGFDEEDPAR-E-
NDS
PERMIT SUBMITTAL
12-21 —2016
PERMIT RESUBMITTAL W/CORRECT
4-7-2017
date: I
job no:
sheet no:
draw:
checked:
date: 11-28-2016
LDG
NEW TUBE STEEL SUPPORT
STRUCTURE PER STIR
DRAWINGS
-----T
NEW DOOR PER SCH-
NEW CONIC LANDING, RAMP -
AND STAIR ASSEMBLY OVER
FILL MATERIAL COMPACTED
To A MIN OF 95%
SEE STIR DWGS
NEW 2" STEEL PIPE
GUARDRAIL/HANDRAIL
ASEMBLY
/"-B� WALL SECTION
'��tU 1/2" 1'-01
tXtSTfttG:=OF STRUCTURE
EXISTING SUSP CEILING
NEW 2X KICKER SOFFIT SUPPORT
@ 8' O.C. - ALTERNATE SIDES
CONNECT TO EXISTING 15ivvc-ft'� a-,. II'spec-fIvr,
EXISTING WALL SOFFIT STRUCTURE -
CUT TO WITHIN 6" OF EXISTING
SUSPENDED CEILING STRUCTURE AND
PROVIDE FINISHED 2X TRIM
NEW SUSPENDED CEILING TO MATCH
EXISTING
EXISTING CONIC SLAB ON GRADE
EXISTING CONC FOUNDATION
EXISTING PAVING TOP BE REMOVED FOR
RAMP,STAIR STRUCTURE
EXISTING AC PAVING TO REMAIN
linardi c design group . archifects
6525 15TH AVE NW #200
seattle, wa 98117 (206)283-4764
"' PUBLISHED. ALL "'"' BE ...... �S .. NIA'AR
AND SP-` "A"... AN. IDEAS ESI. A Y�E MENTS
REPRESENT THEREBY ARE AND SHALL REMAIN THE PROPERTY
OF THE ARCHTECT. NO PART INISIS.1 S.AUL BE REPRODUCED.
COPIED. ADAPTED. DIS LOSE OR DISTRIBUTED TO OTHERS.
SOLD. PUBLISHED OR THER-E USED
.RITTS. C .... T WITHOUT THE PRIOR
ARCHITECT. Y.. LOFC AND AF ROPRIATE COMPE S-ON TO THE
-A ""'T WITH THE A80VE DRAWINOS OR
SPECIFICATIONS S.ALL CON-TUTE O.C-SI1E EVIDENCE OF
ACESIFARCE OF THESE RSSTRI-NS
-1 11
AR IT TS
E.1 1 .1.
S T , ^
AS
consultants:
project title:
PROPOSED PROJECT FOR:
EDMONDS HERO
ACEHARDWARE
EDMONDS, WA
sheet title:
RESUB
SECTIONS
APR 10 2017
BUILDING DEPARTMENT
CITYOFEDMONDS
PERMIT SUBMITTAL
1 12-21-2016
PERMIT RESU13MITTAL
W/CORRECT
1 4-7-2017
job no:
sheet no -
draw:
A-4.0
checked:
date: 11-28-2016
EXISTING ROOF STRUCTURE —
NEW SUSPENDED CEILING —
NEW 2X KICKER SOFFIT SUPPORT
@ 8' O.C. — ALTERNATE SIDES
CONNECT TO EXISTING TRUSSES
DOOR BEYOND
NO DOOR AT SIM
NEW DEMISING WALL:
GWB (PAINT) AT RETAIL SIDE OVER
2X6 @ 24" O.C. V PLYWD AT
STORAGE SIDE
TREATED 2X PLATE W/A.B. @ 2' O.0
EXISTING CONC SLAB ON GRADE----,
EXISTING ROOF
NEW 2X KICKEI
@ 8, O.C. — A
CONNECT TO E
FOR NEW WALL
EXISTING EXHA(
EXISTING DELI
CEILING
CUT EXISTING (
APPLY NEW G�A
ADJACENT SUSI
HEIGHT —NO GW
24" OF EXIST11'
(PAINT)
EXISTING SELF
SUPPORTED TYf
NEW SUSPENDE
EXISTING GWB
PROPOSED REF
RETAIL STORAGE
\ \ �� I NEW DOOR BE'T
�� �A WALL SECTION
\��l 1/2"=1'—O
EXISTING ROOF STRUCTURE
EXISTING SUSP CEILING
\--NEW 2X KICKER SOFFIT
SUPPORT
@ 8' O.C'. — ALTERNATE
SIDES
\�"1111111111'�EXISTING
CONNECT TO EXISTING
TRUSSES
NEW SUSP CEILING TO
i'll",
WALL SOFFIT
MATCH EXISTING
STRUCTURE —
CUT TO WITHIN 6" OF
2X8 0 16"
EX�STING SUSPENDED
WITH WALL S
WALL FURRING IF NOT
CELING STRUCTURE AND
PRESENT:
PROVIDE FINISHED 2X TRIM
GWB CEILING
PROVIDE NEW %" GWB
PLY WD
OVER 2X4 0 24" O.C.
2X4 0 16"
WITH R-21 BATT INSUL
INT
HOLD OFF WALL 2" OR
USE 2X6 TOP AND BOTTOM
DOOR PER SC
TREATED 2X PLATE
TREATED PLA'
Y2" A.D. 24"
(TYP)
EXISTING CON
ON GRADE
8 -� WALL SECTION
1/244=1 4U44
LDG
linardic design group . architects
6525 15TH AVE NVV #200
seattle, wa 98117 (206)28,3-4764
AR
EDI *L
T._
— —N—N
consultants:
project title:
PROPOSED PROJECT FOR:
EDMONDS HERO
ACEHARDWARE
EDMONDS, WA
sheet title: RESUB
SECTIONS APR 10 2011
BUILDING DEP N
CITyOFEDMAgXr: T
s
PERMIT SUBMITTAL 12-21-..1.
PERMIT RESUBMITTAL W/CORRECT ; -7-2017
no- � revisions I date:
/"�C WALL SECTION /"_D� WALL SECTION job no: sheet no:
�.l 17241=11—O' draw:
checked:
date: 11-28-2016
A
/3, 4,
NEW GWB CEIJING—
NEW EXHAUST FAN -
NEW 18W SIIR�ACE-
MOUNT LED LI HTING
D,
Imm
Ell
NEW
AND
GRID TO MATCH
EXIS
ING
NEW�SLEUDSPCHCA'IN
MMI"EM
HUNQ LIGHTING
WINE
I
MENE'Imhglg
EXISJING
SOFFIT
IN
WAL
TO BE
-C-)
REM VIED
— -
01,
MINI
----
-
-- Nis
SECTION A
1
Iffifflammm"
011111
NEW IILLUMINATED-----------
05f7m.
F" i
I 10
1
EXIT
SIGN WITH
11500=10,10
m
EMER
ENCY EGRESS
mammmin
inn
FIIYIIPOI"l 711111
m
LIGI-11ING
TO
..
. . . . . . . . . . . . .
am _
C00%INATE
WITH
BE: 14
I v I
R 12,11
EXIS ING SYSTEM
BE
ADDE�D
WALL HEIGHT --------
mnmmt;
Ric
,
FOR
USP CEILING
I
mmmm.
Im
ATAC�MENT
01=111
mull
CB,�--4 -
EXISTING
HO
- - 0-1
TYPE ONE-----__,
TO REMAIN
16 imm
Im
I
EXIS11ING SUSP
NMI
IN
CEILIII
G GRID TO
REMAIN
(10'-6")
m
INS I I N I I
CEILIN
NEW G
T ILESjVINYL
SECTION B
NEW
LED TROFFERS
5,D 41� LJA4f% -4
EXISTJMG
SOFFIT
A
on
IBM
Sw1U'SLPJCEILING/GWB
TRAN
ITION TO
REMAIIN
e'XtT
PAR
IAL REFLECTIV
CEILING PLAN
SCALE 1/8"
7 /91/
OCCUPAOCY
L
SENSOR 1(TYP)
---LLLL LL L
E R E E
NEW SU SP LL :-r4 41m L� LLb
LLI:
Tor L L L L
q -LLLLLL ft
—EXISTINd LIGHTINJ—Z CEILING LL L
L L
L
MATCHLL L
FIXTURE� TO REM IN EXISTING
REPLACE! BULBS 31TH
t
IU
LED (THPOUGHOU L LLLLL LIL ILL
LL
4�ik�w/-s !,A*
L LL
--F
T
T
T
MERGENCY LIGHTING
F-�--- EX17
3/4" STROK ST LETTER TO
WIDTH (MIN) BACKGROUND
NOTE:
1 . SIGN S14ALL BE ILLUMANATED INTERNALLY OR EXTERNALLY
By TWO ELECTRIC LAMPS OR BE AN APP OVED SELF -LUMINOUS
TYPE. THE LUMINANCE Or THE SIGN SHALL NOT BE LESS THEN
5 FOOT CANDLES FROM EITHER LAMP. INTERNALLY ILLUMANATED
SIGNS SHALL PROVIDE EQUIVALANT LUMINANCE.
2. CURRENT SUPPLY FOR ONE OF THE LAMPS S14ALL BE SUPPLIED
By THE PREMISES WIRING SYSTEM. POWER TO THE PTHER LAMP SHALL
BE FROM STORAGE BATTERY OR ON SITE GENERATOR
3. THE NORMAL POWER SUPPLY SHALL BE AUGMENTED WITH A EMERGANCY
POWER BACK UP SYSTEM WHEN THE OCCUPANT LOAD OF A BUILDING IS OVER
A TOTAL OF 100 PERSONS
4. ALL MEANS OF EGRESS SHALL BE ILLUMINATED TO A MINIMUM OF
ONE FOOT CANDLE AT THE FLOOR LEVEL WHEN ANYTIME THE BUILDING IS OCCUPIED
EXIT LIGHTING
A
NTS
91,
EXISTING
WALL TO
BECOME
SOFFIT AT
12'-0"
A.F.F.
EXISTING SUSP
CEILING
EXISTING GWB SOFFIT —
TO REMAIN. FINISH
BACK SIDE AS
REQUIRED TO ACCEPT
NEW SUSP CEILING
PER PLAN
NEW CEILING
12'-6"
NEW WALL FURING---/
UP TO NEW SUSP SECTION A
CEILING HIT
REMOVE Ex STING�z
c
WALL AND NFFIT
NEW LED 41�, W&4(C "C'A'
LIGHTING
SUSP CEILING
AND GRID TO
REMAIN
EXISTING SUSP
CEILING
EXISTING GWB SOFFIT —
TO REMAIN. FINISHE
BACK SIDE AS
REQUIRED TO ACCEPT
NEW SUSP CEILING
PER PLAN
NEW CEILING 0-
12'-6"
NEW VINYL CEILING
TILE IN EXISTING
GRID SEC [ON B
EXISTING SOFFIT-----'7
WALL
LDG -.hito(--ts
linard! c design group . architects
6525 15TH AVE NW #200
seattle, wa 98117 (206)283-4764
"IT 11-1141% Al A.".HY1 THE A.CIE 13-1-
AND ONE .A. DESIGNS AND AR ANGEMENTS
REPRESENT THEREBY ARE AND SHALL REMAIN THE PROPERTY
OF T E ARCHITECT NO PART THEREOF SHALL BE REP ODUCED.
CO"I". AAPT11- I'll-S" *1 "'T"'UTIOD TO OTHERS.
U.U..... OR OTHERWISE JSED �
VITHOUT THE PRIOR
.-N CONSENT OF AND APPROPRIATE COMPE
ARCHITECT. VISU L CONTACT WITH THE ABOVE D-RAW"IN ETO O'R'
SPECIFICATIONS H ILL CONSTITUTE CON-SIVE EVIDENCE OF
ACCD_CE �, THESE -RICTIONS
... 4R
AR IT
EDI L -t.-
ST T. .
ATE 0 A.--.
consultants:
project title:
PROPOSED PROJECT FOR:
EDMONDS HERO
ACE HARDWARE
RESUD
APR 10 me
BUILDING DEPARTMENT
EDMONDS, WA C-OFEDMONDS
sheet title:
REFLECTIVE CEILING
PLAN
L 127-2016
PERMIT RESU13MITTAL W/CORRECT 4-7-2017
job no: sheet no:
draw:
checked: A-5-0
date: 11-28-2016
LDG
LIGHTING ENERGY CODE NOTES:
?12
- (mr-ohitects
FIELD TECHNICAL INFORMATION
Lateral Force Bracing ft-2adre)
Lateral forem Bri
linardic design group . archifeclirs
Applicart bon r-mmendi is for work a I th,wail or ceiling
08111,198 ConStritialard of lath and plaster or gypsum board, Screw or nail
C405.1 GENERAL (MANDATORY). THIS SECTION COVERS LIGHTING SYSTEM CONTROLS, THE CONNECTION OF BALLASTS, THE
tadhad to suspended Members that support a ceiling on one level extending
6525 15TH AVE NW #200
Suspension Systems for
MAXIMUM LIGHTING POWER FOR INTERIOR APPLICATIONS, ELECTRICAL ENERGY CONSUMPTION, MINIMUM ACCEPTABLE LIGHTING
AND MINIMUM EFFICIENCIES FOR MOTORS AND TRANSFORMERS.
1,0111 WWI licviallahall be exampkIresintho lateral to= braiding requirements,
98117
EQUIPMENT FOR EXTERIOR APPLCATIONS,
EXCEPTION; DWELLING UNITSI WITHIN COMMERCIAL BUILDINGS $HALL NOT BE REQUIRED TO COMPLY WITH SECTIONS C405.2
Acoustical Lay -in Ceilings
Lateral 10= bracing 19 the USS Of VOI stri (compresialon posts) and
seatirle, wa (206)283-4764
THROUGH C405.5 PROVIDED THAT A MINIMUM OF
75 PERCENT F THE LAMPS IN PERMANENTLY INSTALLED LIGHT FIXTURES SHALL BE HIGH EFFICACY LAMPS.
splay wires (SOD 191 a
K REFRIGERATED WAREHOUSE COOLERS AND
WALK-IN COOLERS AND WAL -IN FREEZERS SHALL COMPLY WITH C405.10.
L a" I - b% 111 for callings over iOar square fast End not
griss=
REFRIGERATED WAREHOUSE FREEZERS SHALL COMPLY WITH C405.1 1.
UmK`111.1.11 GOD Severe feat pGavided they we surrounded
C405 2 UGHTING CONTROLS (MANDATORY). LIGHTING SYSTEMS SHALL BE PROVIDED WITH CONTROLS AS SPECIFIED IN SECTIONS
THIS DOCUMENT HAS BEEN I
by four Wells and bi to atraCtUrb. SCI.ASOE 7�OnRrr*:x, 9,5.2 Mae 4. 0
Lateral FbmB Efrecli shall be 12 feet or center (fteurbrumil and begin no
NOT PUBUSHED. ALL RIGHT. IINESERVID. THE ABOVE DRAWINGS
AND SPENCIFCATIONS AND IDEA. DESCH. AND ARRANGEMENTS
REPRESENT THEREBY ARE AMC ..ALI RE.Al THE PROPERTY
THE
0 ARCHITECT. NO PAU THEREOF SMALL as BEINODUCE..
C405:2. 1, C405.2.2, C405.2.3. C405.2.4 AND C405.2.5.
APPROVED BY THEGUILDING
ledharthan fifoatfrom wall,
OF
OPIE . ADAPTED. DIS - LO - ED ON DISTRIBUTED TO OTHER..
EXCE PTION: INDUSTRIAL OR MANUFACTURING PROCESS AREAS, AS MAY BE REQUIRED FOR, PRODUCTION AND SAFETY.
C405.2.1 MANUAL LIGHTING CONTROLS. ALL BUILDINGS SHALL INCLUDE MANUAL LIGHTING CONTROLS THAT MEET THE
DEPARTMENT
So* Arm are to be four 12 Me wires attached to the main bum, Whas
are army1d 90' fan each other and at an single not saresding 48* firring the
�D. P ..... a.. OR -E-ISE USED WITHOUT THE PNI
R
AAM.li SENT .1 AND APPROPRIATE COMPENSATION M THE
VISUAL CONTACT WITH THE ABOVE 131-Mas OR
SPECIFOATIONIS SHALL CONSTITUTE G.MGLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS
REQUIREMENTS OF SECTIONS C405.2.1.1 AND C405.2.1.2.
Carlo of the rating. s- GSCA aioveo_aas�
C405.2.1.1 INTERIOR LIGHTING CONTROLS. EACH AREA ENCLOSED BY WALLS OR FLOOR -TO -CEILING PARTITIONS SHALL.HAVE AT
Splay resargio�evghln2hChBSOfthB=MAwknoflhawrticdmMto
LEAST ONE MANUAL C NTROL FOR THE LIGHTING SERVING THAT AREA. THE REQUIRED CONTROLS SHALL BE LOCATED WITHIN THE
ausporind011ing
AREA SERVED BY THEOCONTROLS OR BE A REMOTE SWITCH THAT IDENTIFIES THE LIGHTS SERVED AND INDICATES THEIR STATUS.
rgi RICO bracing Maybe Used In lieu cliSidgywini
EXCEPTIONS:
I.AREAS DESIGNATED AS SECURITY OR EMERGENCY AREAS THAT NEED TO BE CONTINUOUSLY LIGHTED.
Mmdmum litwomrsainded Lengths for
Vartleal Strures - callings win plonums ]CBS than 12 Inches to strublures we not required to
21IGHTING IN STAIRWAYS OR CORRIDORS THAT ARE ELEMENTS OF THE MEANS OF EGRESS.
naive lateral fame bracing, arres, AsTrAi
Iiiii REENHarm ED
C405.2.1.2 LIGHT REDUCTION CONTROLS. EACH AREA THAT IS REQUIRED TO HAVE A MANUAL CONTROL SHALL ALSO ALLOW THE
. V01110al struts must be pm%V* attached to the sualasnalon aystarne and the
structure abova, &- cascA a-4
A
OCCUPANT TO RED CE THE CONNECTED LIGHTING LOAD IN A REASONABLY UNIFORM ILLUMINATION PATTERN BY AT LEAST 50
U
*EDI-.
I OTHER APPROVED METHOD:
P ERCENT LIGHTING REDUCTION SHALL BE ACHIEVED BY ONE OF THE FOLLOW ING OR
161 EVITConclult Upto &0, 0 no VOTtical Sti may be EMTOOfti MOW studs craprolorlotaryoromisma.
I . CONTROLLING ALL LAMPS OR LUMINAIRES;
for official use only
Sion post (as a figuas 3).
%'Elvilloorsdult U'lli
2.DUAL SW TCH NO OF ALTERNATE ROWS or LUMINAIRES, ALTERNATE LUMINAIRES OR ALTERNATE LAMPS;
1
-0
0
SWITCHING THE MIDDLE LAMP LUMINAIRES INDEPENDENTLY OF THE OUTER LAMPS; OR
EMT conduit 41 Wall MOldingBMM4)
4.SW TCHING EACH LUMINAIRE OR EACH LAMP.
EXCEPTION: LIGHT REDUCTION CONTROLS NEED NOT BE PROVIDED IN THE FOLLOWING AREAS AND SPACES:
This document provides the various
Well naddIngs Iparmater clesure argin) am required to have a haradi
consultants:
I.AREAS THAT HAVE ONLY ONE LUMINAIRE, WITH RATED POWER LESS THAN 100 WATTS.
standards for the installation of sus-
General Riscornmenclationa
flings 2 Inches Wds, I alternate Methodist ans approved pdor to ni
irril metal atud (25 me) upic,67 Wlcn by the nal building departmisch and the designer or record. Ono and
2 . AREAS THAT ARE CONTROLLED BY AN OCCUPANT -SENSING DEVICE.
3 CORRIDORS, EQUIPMENT ROOMS, STOREROOMS, RESTROOMS, PUBLIC LOBBIES, ELECTRICAL OR MECHANICAL ROOMS.
pension systems for acoustical lay -in
% Rokmi awroser per blarsuchy: 2003 ISC international Bi Code),
2 Wrinetal stud (25 @age) up to 10,15" Gifts Calling grd shall be atachad to the war meldIng, the other and shall
have a % Inch cloormoors frorn the wall and Ims to aide. sb Ali 7.areds-
4 SLEEPING UNIT (SEE SECTION C405.2.3).
ceilings. Incorporation of this document A�elos,ftd*OfTasthgMfftedaistASWCW5,ASTMCaW),
5.SPACES THAT USE LESS THAN 0.6 WATTS PER SQUARE FOOT (6.5 Ili
American Backety of CMI Engineers (ASCE 7.02) and Osillings and Interior
will provide a more uniform standard for
The gdd aliall be allachad at two adjacent wHIs Itterp Oats or approved
S.DAYLIGHT SPACES COMPLYING WITH SECTION
Systems Construction Association o3i
Note: Plenum aress greater thin 11'0' All Require rAtbC4. S.RC CGICA S.WWO - 2 4
C405. 2,2*3.2.
C405.2.2. AUTO ATIC TIME SWITCH CONTROL DEVICES. AUTOMATIC TIME SWITCH CONTROLS SHALL BE INSTALLED TO CONTROL
MAREAS
installation and inspection. This document Partitions that are tied to the Calling and d partiflona grashar than 8 foat In
helghteWbo�Bt5rW[Ybmoadtothestuotum, Bradingshollbelni
arglini Calculators. Them shall be a minimum -A Inch coarsinn fmm the and of the orld system
LIGHTING 114 ALL or THE BUILDING.
Is unaligned to aid-plah this Indent of
demerits colling splay bracirg3plem. a-EQNSsCRImI,IjI
AUTOMATIC TIME SWITCHES SHALL HAVE A MINIMUM 7 DAY CLOCK AND BE CAPABLE OF BEING SET FOR 7 DIFFERENT DAY TYPES
the International Buiding Code (lEC) with For ItAhor Information an bracing of non -Ind bei parriffions rotor to
PER WEEK AN D INCORPORATE AN AUTOMATIC HOLIDAY "SHUT-OFF" FEATURE, WHICH TURNS OFF ALL LOADS FOR AT LEAST 24
NWICEItsohnicalcinumani
Spreader give ft- 4)
HOURS AND THEN RESUMES NORMALLY SCHEDULED OPERATIONS. AUTOMATIC TIME SWITCHES SHALL ALSO HAVE PROGRAM
regard to the requirements for seismic
13ACK-UP CAPABILITIES, WHICH PREVENT THE LOSS OF PROGRAM AND TIME SETTINGS FOR AT LEAST 10 HOURS, IF POWER IS
All men boom am to be HO&VY D& (HD),,5D=A5OE7.a?AM0%2dU?A
SCNTSI Ispaces) bare orcither means aplorroved by toal building Conn.
INTERRUPTED.
design category D for suspended ceilings All a tan shelf be capable of carrying the design load without exceed.
ti 4 Trend shelf bs used to Prsmt rho Ones, Of the main bW= at perimeter wi
EXCEPTION I
and related items. Unl:sstauppor eud,,1�ay,',.',,�'] I% tOSMIOn egRal to 1/30 Of do GPM, Sovess 0=4 -34
Wait molding Req.1�ents rasm spreading open during a seismic event. Perfinstar whes shall not be h
E BY AN AUTOMATIC TIME SWITCH.
1. MERGENCY EGRESS LIGHTING DOES NOT NEED TO BE CONTROLLED
These �mmwdatio.. - Inarri
lieu of spreader bars. SCASdi sevnit- B4
2 . LIGHTING IN SPACES CONTROLLED BY OCCUPANCY SENSORS DOES NOT NEED TO BE CONTROLLED BY AUTOMATIC TIME
v d y QBl
hgi ... ding or appre I
for maps clad cNI Including grid,
SWITC CONTROLS.
THE AUTO HATIC TIME SWITCH CONTROL DEVICE SHALL INCLUDE AN OVERRIDE SWITCHING DEVICE THAT COMPLIES WITH THE
FOLLOWING:M
In_ tn
ing department, the suspension systa panal or la, light fulur" and elr ternfli
Weighing no more the 4 lqs� par square
Scroll cars am hot mqutrad 9 a go degms, lintormooditir croes or main is
Within 8 Inch. of the perimeter Well.
I.THE 0 ERRIDE SWITCH SHALL BE IN A READILY ACCESSIBLE LOCATION;
shall be installed per the. frobill &-. AWE 7.ott NRN sea a I
". A119.1
2 THEVOVERRIDE SWITCH SHALL BE LOCATED WHERE THE LIGHTS CONTROLLED BY THE SWITCH ARE VISIBLE; OR THE
Seismic Design Category (SDC) D, E AN .1m flassno to bafirims tight turns
3 Z, Haiti WING9
SWITZ�H SHALL PROVIDE A MECHANISM WHICH ANNOUNCES THE AREA CONTROLLED BY THE SWITCH;
around Itself wil three Inches. 7W"
(Suspension) q4tum, Goei
3 THE OVERRIDE SWITCH SHALL PERMIT MANUAL OPERATION;
and F per the 160. Manufacturers' Gi Han at Vitro apeced 4 foot on center
9
Hargarand parknostarwires must CNo plumb withi I In 6 unless frigum 54
4.THE OVERRIDE SWITCH. WHEN INITIATED, SHALL PERMIT THE CONTROLLED LIGHTING TO REMAIN ON FOR A MAXIMUM OF 2
recommendations should be followad, J
counter alfic;rIng Am am provided (figure Bbi
HOURS; AND
In c
Changes I calling planes will require
Hari Was sirall be 12 gage and onced 4 fast on canter or 10 gap
S. ANY INDIVIDUAL OVERRIDE SWITCH SHALL CONTROL THE LIGHTING FOR A MAXIMUM AREA OF 5,000 SQUARE FEET
Coalthrobleging.
SPOod5fatoncenW.�,�Asmcm
E PTION: WITHIN MALLS, ARCADES, AUDITORIUMS, SINGLE TENANT RETAIL SPACES, INDUSTRIAL FACILITIES AND ARENAS:
XCE
AWAS, I 02S.'r.96252.2 Mr.
Ari oannectlon deMoo at the mirepodi corattraction "I be carsabla of car.
.THE TIME LIMIT SHALL BE PERMITTED TO EXCEED
2 HOURS PROVIDED THE OVERRIDE SWITCH IS A CAPTIVE KEY DEVICE; AND
zz.
Who not loss then 10D pounds. swai,=Assr,ii
2 . THE AREA CONTROLLED BY THE OVERRIDE SWITCH IS PERMITTED TO EXCEED 5,000 SQUARE FEET (465 M2), BUT SHALL
NOT EXCEED 20.000 SQUARE FEET (1860 M2).
NORTHWEST WALL Is CEILING BUREAU SUSPENSION SYSTeMS FOR ACOUSTICAL i CELINGS
C405.2.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED IN ALL CLASSROOMS, CONFERENCE/ MEETING
NOAMIMINST WALL I 61ai RUNsio. SUSPINSIONI SISYS.a PON ACOUSTICAL i IBLINGS
ROOMS, EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE OFFICES, RESTROOMS, WAREHOUSE SPACES, STORAGE ROOMS AND
JANITORIAL CLOSETS, AND OTHER SPACES 300 SQUARE FEET (28 M2) OR LESS ENCLOSED BY FLOOR-10- CEILING HEIGHT
PARTITIONS. THESE AUTOMATIC CONTROL DEVICES SHALL BE INSTALLED TO AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MINUTES
OF ALL OCCUPANTS LEAVING THE SPACE. AND SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOMATICALLY
TURN THE:LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER.
lip. a.
. . .....
all
EXCEPTION FULL AUTOMATIC -ON CONTROLS SHALL BE PERMITTED TO CONTROL LIGHTING IN PUBLIC CORRIDORS, STAIRWAYS,
RESTROOMS, R MARY BUILDING ENTRANCE AREAS AND LOBBIES, AND AREAS WHERE MANUAL -ON OPERATION WOULD ENDANGER
I
200 pounds and placing (splay) Area &hall be oap)NNO of Carrying 440 poi
shot -in arohicts In concrete an, net permitted for brai Whers 8-caron.
THE SAFETY OR SECURITY OF THE ROOM OR BUILDING OCCUPANTS.
r CLOSURE ANGLES HANGER WIRE PLENUM
C405.2.2.3 DAYLIGHT ZONE CONTROL DAYLIGHT ZONES SHALL BE DESIGNED SUCH THAT LIGHTS IN THE DAYLIGHT ZONE ARE
Brai Wilres shall be aftached to the gdd and to ft structure in such a man-
Well M.1ding that surrounds the parim- 10 or 12 gage wft annealed wis used as The space above a suspended befing. I
i
CONTROLLED INDE ENDENTLY OF GENERAL AREA LIGHTING AND ARE CONTROLLED IN ACCORDANCE WITH SECTION C405.2.2.3.2.
P
ner that they can support a design Ind or not less Inari 200 pounds crtho
eter of the Suspension system and calling primary support for the grid syskim� Also
project title:
EACH DAYLIGHT CONTROL ZONE SHALL NOT EXCEED 2,500 SQUARE FEET (232 M2). CONTIGUOUS DAYLIGHT ZONES ADJACENT TO
actual design load. With a safety facrice 01 whIcholor Is greater fturs ab).
,
fil is asied suspwsion wires. SLACKWIRE
VERTICAL FENESTRATION ARE ALLOWED TO BE CONTROLLED BY A SINGLE CONTROLLING DEVICE PROVIDED THAT THEY DO NOT
s-CiGaIi-i
A 12 gage wid, that is not tight or taut.
INCLUDE ZONES FACING MORE THAN TWO ADJACENT CARDINAL ORIENTATIONS (I.E., NORTH, EAST, SOUTH, WEST). THE PRIMARY
powder driven fasteners must be approved forths, eprompriate I
CROSS TEES LATERAL FORCE BRACING
SPREADER or SPACER BAR
DAYLIGHT ZONE SHALL 13E CONTROLLED SEPARATELY FROM THE SECONDARY DAYLIGHT ZONE. DAYLIGHT ZONES UNDER SKYLIGHTS
FROM DAYUCHT ZONES ADJACENT TO
Stax-ASCE702respan 9.6. 1.4.4
The areas; member that interlock with the The draping method used to prevent cal-
main beams. also known as cmss run- Ing uplift or restrict lateral movement dur- A bar win Fortcheato prevent the aus
PROPOSED PROJECT FOR:
MORE THAN 15 FEET (4572 MM) FROM THE PERIMETER SHALL BE CONTROLLED SEPARATELY
Terminal ended sach main borom and arm to ill be supported within 8
pension systsm from asitiarroft also
VERTICAL FENE RATION. CONTROLS SHALL:
ST
I.CONTROL ONLY LUMINAIRES WITHIN THE DAYLIT AREA.
Inchosof each Viall with a perimeter wis (sea figurs 4& 5 b).GGI,CaGACdWi
179M 5b Courstartili
ners or crass T-bars. ing a seismic event. Lateralforce bracing
consists of vertical struts and splay wass. Called a stabilizer bar
EDMONDS HERO
2,INCORPOR E TIME -DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL CHANGES OF LESS THAN THREE MINUTES.
DIP USER
SPLAY WIRES
EXCEPTION:AT DAYLIGHT ZONES ENCLOSED BY WALLS OR CEILING HEIGHT PARTITIONS AND CONTAINING TWO OR FEWER LIGHT
!Electrical fitchires,
A circular or rectangular metal grill used MAIN BEAM
was Installed at an angle rather than
ACEHARDWARE
FIXTURES ARE NOT REQUIRED TO HAVE A SEPARATE SWITCH FOR GENERAL AREA LIGHTING.
Light Talturea weighing lareathan 10 pounds shall hores me 12 Me hangs
for the passage of air from a ducted The primary suspension member Sup-
perpendicular to the grid.
C405.2.2.3.2 AUTOMATIC DAYLIGHTING CONTROLS.
AmorsturrectsdrInerinth fIxtUratothoshvcturaebme.ThiaMrarAaybos[��. III;%
6�
system. ported by hanger was, obe known as
the main runner carrying teer carrying
SETPOINT AND OTHER CONTROLS FOR CALIBRATING THE LIGHTING CONTROL DEVICE SHALL BE READILY ACCESSIBLE.
a- 0= asisal, -
VERTICAL STRUTS
ESSENTIAL SERVICE BUILDINGS runmer or maim.
DAYLIGHTING CONTROLS DEVICE SHALL BE CAPABLE OF AUTOMATICALLY REDUCING THE LIGHTING POWER IN RESPONSE TO
Light fixtume weighing mom then 10 pounds and lifistran 56 lbs. shag have
Any buildings designed to be used by The rigid vertical member used In lateral
AVAILABLE DAYLIGHT BY EITHER ONE OF THE FOLLOWING METHODS:
two 12 ga2e Ama attatehad W catmolngi comers CNI fight firmum toth,
public agencies as a fire station, MOLDING force bracing of the suspension System
I.CONTINUOUS DIMMING USING DIMMING BALLASTS AND DAYLIGHT -SENSING AUTOMATIC CONTROLS THAT ARE CAPABLE OF
Structure fib", Those Wries may be Black. SINArarai aiNi am SA
pelice station, emergency operations A llght gauge metal angel or channel Al.. known as -fareaNt- posts,
REDUCING THE POWER OF GENERAL LIGHTING IN THE DAYLIT ZONE CONTINUOUSLY TO LESS THAN 20 PERCENT OF
Light Firranim worghling more then 66 be. shi be amorted by drectly from
center. State Partral office, sheriffs fastened to the wall or partition to seismic pods, seismic struts. Common
RATED POWER AT MAXIMUM LIGHT OUTPUT
the structurs above, These wres must be toul. ftsiuch=
office, or emergency communication support the perimeter of an acoustical materials are electrical conduit EMT,
2. STEPPED Of MMING USING MULTI -LEVEL SWITCHING AND DAYLIGHT -SENSING CONTROLS THAT ARE CAPABLE OF REDUCING
Pendent mounted fiduren shall be directly supporrom frontline structure above Agora as
dispatch center tile or ceiling. metal studs or proprietary products.
LIGHTING POWER AUTOMATICALLY. THE SYSTEM S14ALL PROVIDE A MINIMUM OF TWO CONTROL CHANNELS PER ZONE AND
using ag gage wine Grain approved artemmot support withoul using the offing VNII.NBEBIR.RNS.B..
BE NSTALLED IN A MANNER SUCH THAT AT
suspension system for d1robt support. Gracei sersakNoras,34
GRID PERIMETER WIRES
RESUB
LEAST ONE CONTROL STEP IS BETWEEN 50 PERCENT AND 70 PERCENT OF DESIGN LIGHTING POWER AND ANOTHER
S POWER, AND THE SYSTEM IS CAPABLE OF AUTOMATICALLY
CONTROL TEP IS NO GREATER THAN 35 PERCENT OF DESIGN
Tanderri ftilturas my unlice, common Wres. Sht.r,_rS-
an, t1mi Ic-U, -.r-..r
-------
The main beams and Gross toes of the Hargi Area placed veti Right Irish.
I
suspension system. ofth.sumoundingwals,
APR 10 7017
TURNING THE SYSTEM OFF.
C405.2.4 EXTERIOR LIGHTING CONTROLS. LIGHTING NOT DESIGNATED FOR DUSK-TO-DAWNI OPERATION SHALL BE CONTROLLED BY
Mechanical Services
111-111DING DEPARTMENT
EDMONDS, VIVA C17YOFEDMONDS
EITHER A COMBINATION OF A PHOTOSENSOR AND A TIME SWITCH, OR AN ASTRONOMICAL TIME SWITCH. LIGHTING DESIGNATED
TormnaleoreenitosaWalghIng 20lbs, butnot morathai ]be, musthassetwo Sri -
FOR DUSK -TO -DAWN OPERATION SHALL BE CONTROLLED BY AN ASTRONOMICAL TIME SWITCH OR PHOTOSENSOR. ALL TIME
12 gi wines connectIng them torthe calling Miami hention orti struolum
SWITCHES SHALL BE CAPABLE OF
above. Tvi Arras may be alack. soUrNenzo; saiRaOsNi WfluMbEfiIiii
sheet title:
RETAINING PROGRAMMING AND THE TIME SETTING DURING LOSS OF POWER FOR A PERIOD OF AT LEAST 10 HOURS.
Termnals or esirdoes weighing mum than Be bo. mat be Indepanni
C405.2,5 AREA CONTROLS. THE MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A SINGLE SWITCH OR AUTOMATIC
CONTROL SHALL NOT EXCEED THAT WHICH IS PROVIDED BY A 20 AMPERE CIRCUIT LOADED TO NOT VORE THAN 80 PERCENT. A
suPPOrtad dractly1mon the structure, above. Them allies must Go taut. aaum eb
REFLECTIVE CEILING
MASTER CONTROL MAY BE INSTALLED PROVIDED THE INDIVIDUAL SWITCHES RETAIN THEIR CAPABILITY TO FUNCTION
INDEPENDENTLY. CIRCU IT BREAKERS MAY NOT BE USED AS THE SOLE MEANS OF SWITCHING.
DETAILS, LIGHTING
EXC PTION: AREAS LESS THAN 5 PERCENT OF THE BUILDING FOOTPRINT FOR FOOTPRINTS OVER 100,000 FT2
E
Serlarnlo gailoorartion Joints ft- 4 "IL
ON, W, -r-" I 'i
For cei areas exceeding 26W square tot, a selarrio mileamilonjohl or full al-o'
PERMIT SUBMITTAL
12-21 -2016'
C405.6.2 EXTERIOR BUILDING LIGHTING POWER. THE TOTAL EXTERIOR LIGHTING POWER ALLOWANCE FOR ALL EXTERIOR BUILDING
height Wall partli that breaks the calling shi be PW60 unless analloas ars 6 ..... Aii P
777
c
APPLICATIONS IS THE SUM OF THE BASE SITE ALLOWANCE PLUS THE INDIVIDUAL ALLOWANCES FOR AREAS THAT ARE TO BE
performed ofthe oaltings bracingaysturn, clostursuarrimsend parrat'ations to pri 12 BIG.
PERMIT RESUBMITTAL W/CORRECT
4-7-2017
LLUM ATED AND ARE PERMITTED IN TABLE C405.6.2(2) FOR THE APPLICABLE LIG14TING ZONE. TRADEOFFS ARE ALLOWED ONLY
IN
AMON , EXTERIOR LIGHTING APPLICATIONS LISTED IN TABLE C405ui TRADABLE SURFACES SECTION. THE LIGHTING ZONE FOR
r
als-
7ho Xcultand location ofthe seismic apparartionjolng stall baporthansomor
HE LDING EXTERIOR is DETERMINED FROM TABLE C405.6.2 CTION.
T BUI (1) UNLESS OTHERWISE SPECIFIED BY THE LOCAL JURISDI
EXTERIOR LIGHTING FOR ALL APPLICATIONS (EXCEPT THOSE INCLUDED IN THE
WITH THE REQUIREMENTS or SECTION C405.6.1.
faselami soccanscri 19 required by the
cloall the clulgher may use the generlaJoInt derialadlir this document or a pro.
The doilgriliahellbapar the designer
No,., BeGil 'ay
Wot, .ad
lzn
FIF
EXCEPTIONS To SECTION C405.6.2) SHALL COMPLY
E CEPTION: LIGHTING USED FOR THE FOLLOWING
pirletwlloint. amount allmornovarnart (gap flaum, 7
of record.
'M
EXTERI R A PLI IONS IS EXEMPT WHERE EQUIPPED WITH A CONTROL DEVICE INDEPENDENT OF THE CONTROL OF THE
0 P CAT
Eumarru
uUni
NWCB - Oregon
NONEXEMPT LIGHTING:
I.SPECIALIZED SIGNAL, DIRECTIONAL AND MARKER LIGHTING ASSOCIATED WITH TRANSPORTATION;
Special Inelloortlori
Pi (503) 295-033'
1 (503) 295-2733 AV�xapki
2.A VERTISING SIGNAGE Off DIRCCTIONAL SIGNAGE'
Special Inspections may be required by this Jurisdiction or murrildnifty. Contect the
,
To
3JNTEGRAL EQUIPMENT OR INSTRUMENTATION AND IS INSTALLED BY ITS MANUFACTURER;
local building department
1032-A I 66th St. .0. Wall and Ceiling , A"Goloi
B c,
4.THEATRICAL PURPOSES. INCLUDING PERFORMANCE, STAGE, FILM PRODUCTION AND VIDEO PRODUCTION;
Siorlinklerso
S.attle.WA98115
Phone: (604) 597�7160
5.ATHLETIC PLAYI G AREAS;
IN
6.TEMPORA LIGHTING;
For caillngswUni i Gradirg, epri head penetration shelf In ma2hich
Phone (206) 624-4243
Faw� (604) 597-7208
Fa, (206) 524-4126
7ANDUSTRIARLY PRODUCTION, MATERIAL HANDLING, TRANSPORTATION SITES AND ASSOCIATED STORAGE AREAS;
everalre I Meave or adapter through the Calling his to allow free moverni of at
Toll Free (800) 524-4215 Alberta Wall and Ceiling Bureau
no:
revisions
date:
M
&THE E ELEMENTS IN THEME/AMUSEMENT PARKS;
least 1 Inch hi d torsional directons. Fai head design that can accommodate
Ri
info@nwGb.org Phone: �403) 250-7045
AND
9.USED TO HIGHLIGHT FEATURES OF PUBLIC MONUMENTS AND REGISTERED HISTORIC LANDMARK STRUCTURES OR BUILDINGS.
I Inchlimemovaimentshal be pearrItted Seen RItei S=MAGW7,CR*aF.,&aSe
...... bu.i Fax! (403) 291-9515
job no:
sheet no:
NORTHWEST W LL & O11UN0 Iri WtMWON SYSHM6 FOR ACOUSTICAL UYAN 01
draw:
checked:
date: 11-28-2016
Z /9,
'3'/ 7,
D, ITM
JE I I- I
AD 40) C4 :41 D Q B,'
�4
5 3
r ---- i
7
0
4
4
4
L ------ i
+
L ---- i
cAP '-scul
�LL
EQUIPME6 PLAN
IN SCALE
EQUIPMENT SCHEDULE
---------------- --------------
iL ---------------- -------------- 1 1
I
Edmonds lGA
I
14-M.1-17
Description
City
Brand
Model
Supplied By
Installed by
Electrical
Plumbing
Notes
I
Paintcounter
1
TBD
TBD
Omer
Omer/ EL
110/i/ duplex under Counter
Verify access
2
Computer
I
TOO
TBD
Owner
Owner/ EL
110/15 amp
3
Counter
I
TBD
TBD
Omer
Owner/ EL
4
Computer
I
TBD
TBD
Owner
Owner/ EL
110/15 amp
5
Tint Machine
I
TBD
TBD
Omer
Omer/ EL
120/l/ 5 amp
6
Paint shaker 5 gallon & I gallon
2
TBD
TBD
Owner
Owner/ EL
120/120 amps (5 gal) 6 amps (I
gal)
both to be on deciltated
Paint chip
4
TOD
TOD
Owner
owner/ EL
1120/l/ 3 amps each
Licen. booth
1
Existing
State
Stte/El
See existing To splice into and
Ed_
State moves equipment
S
Checkout muffler
I
Custom
Custom
Owner
Omer/ EL
120/l/ 20 amp four III. for I.
Cash register scanning
3
TBD
KExIstlng
TBD
Owner
Owner/ EL
120/15 amps each
11
P.Imet
I
TBD
TBD
Omer
Omer/ EL
120/1/2 amps
verify
12
Self Contained Salad Bar
I
Custom
Do
Custom
Omer
Refr/EL/PL
see s pec sheets
11/2" Indirect waste
Verify location
23
Counter
1
TBD
TBO
Owner
Owner
14
Condiment display
1
TOD
TOD
owner
Owner
I
is
Coffee machine
I
TOD
TBD
Owner
Owner/El
verify existing
Water line and indirect
w
16
Cappuchino machine
I
TBD
TBD
Owner
Owner/EL/PL
verify existing
water line and Indirect w
17
Pop machine
I
TBD
TOD
Owner
Owner/EL/PL
120/l/ 3.5 amps
water line and indirect
w
verify with Owner
18
F'Real machine----
1
TBD
TOD
Owner
Owner/El/PL
Blender 120/1/15 amp Frz
120/1/15
two separate circuits Dedicated
19
Counter with stools and ADA height
end
Var
TEID
TBD
Owner
Owner
20
Greg and Go Case
1
TBD
BD
0 It
el,/E� P
'efr"/P,
see pec,luests
see Spec sheets
21
Sandwich pmp���
i.fstrg
x,EdFg4
Omer
Be S'st sheets
22
Counter
Custorn
Custom I
Owner
Owner I
PARTIAL EQUIPMENT PLAN
22
[Counter
I
Custom
Custom
Owner
Owner
23
Soup pots and counter
2
TBD
TOD
Owner
Owner/151.
120/l/ 12.5 amps each
24
Service Hot case
1
Existing
Existing
Owner
Owner/El
120/208/3/ 17A amps
25
Freezer Existing not moving
1
Existing
Existing
Owner
26
Cooler Existing not mming
1
Existing
Existing
Owner
27
Wall sh elf for microwave
I
TBD
TOD
Owner
Owner
28
Table
1
Existing
Existing
Owner
29
Microwave
1
Existing
Existing
Owner
0.ner/El
120/V 20 amp dedicated
30
Mixer 6 qy
I
Existing
Existing
Omer
Owner/EL
120/l/ 1 hP
32
ITabl.
I
TBD
I'D
TBO
Owner
Owner
32
SlIcer
I
Existing
Existing
Owner
0—Br/EL
120/ 1/ 1/2 HP
33
Refrigerated table
I
Existing
REXIStInng
Existing
Owner
OwnerlEl
120/l/ In III,
34
Scale
I
Existing
Existing
Owner
Owner/El.
120/l/ 4 amps
35
3 ONT9 sink
I
Existing
ExISti
Omer
36
Prep sink
I
Ex'sthig
Omer
37
Counter
Existing
Existing
Omer
38
Counter
Existing
Existing
owner
39
Chicken E;oker
1
Existing
Existing
Owner
Gas Hose to reach new
40
Double Relocated under hood
2
Existing
Existing
Owner
-"p'
See existing unit
see Existing unit
41
Hood and fire suppression system
I
Existing
Existing
Existing
UR
42
Handsink
I
Existing
Existing
Existing
43
Dry Bakery display
I
Custom
Custom
Owner
44
Single door medium temp cam
I
Habor
Harbo
Owner
.wn/EL
Own/Ei.
12011/ 15 amp circuit I
45
Multideck dairy Case with doom
1
Hussmann
DX6
Omer
Refr/EL/PL
Efr/EL/PL
see Spec sheets
see Spec sheets
46
3V (3.8" & 1-12") multideck bev cases
4
Hussmann
DX6
Owner
R'Ir/��'�
see SPIN: sheets
See Spec sheets
47
Froxen 3 door case
1
Existing
Existing
Owner
ReIr/EL/PL
see Spec sheets
48
Shelving for hardware
va,
Lot, !r
La!,!E
Ovmer
Owner
49
Shelving for grocery
.,
Lzier
L.Iler
Owner
Owner
so
Parini Grill
1
TBD
TBD
Owner
FEA.A
Owner/El
110/1/1600 watts
51
Refrigerated table
1
TBD
TBD
Owner
Ow.e,/EL
120/1/6.5 amps
52
Hot water tank mlocated
1
Existing
ENlstirg
Owner
PVEL
sea existing and verify
see existing and verify
.
52
Produce case with doom
8.
KW
j DX6
Refr/EL/PL
See spec sheets
11/2" dral 2
"'rillywithd Ifficarsinkneed
53
Meat case with doom
S'
KW
NO
EAA
Refr/EL/PL
see Spec sheets
11/2" dratn
rity with city Iffloor sink need
54
Dell/DairV Case with doom
12'
KW
Refr/EL/PL
see Spec sheets
11/2" drein
verify with city if floor sink need
55
Service dell man 8'Existing
18,
1 Tyler
er
Refr/EL/PL
See existing
see existing
DID Sink
Exigtine
LDG -arohiteot]
linardic design group . architects
6525 15TH AVE NW #200
seattle, wa 98117 (206)283-4764
"'U ...... "'Eltv... THE
C.'"'All .. -ES...S A
T THE ... ARE AN. E ..T.
OF THE RC ITE THERE LL RE IN T E PR PER
C IE D: US 1A SINIL BE REPRODUCED.
SOL BU PTE CL E OR Ic E 'THE
BU . R Cut THE S.
Cut
Cut E
E SE E I
E SE E IT
E SE E IT UT
IN NSENT F No AP11E Do __ON TPIN R
HI E T. G THE
I ISUAL N"CT ITH THE ABOV DR INDS
SPECI S S. L ... T11 TE C NCLUSIVE EVIDE CE F
ACCE A E OF ESE RE IN [DNS
4
ED
AR IT I'
ECH L CH
.-AT. 4.A..T.GzFENz
consultants:
project title -
PROPOSED PROJECT FOR:
EDMONDS HERO
ACEHARDWARE
RESUB
APR 10 2017
EDMONDS, WA BULDINGDEPART"
sheet title:
EQUIPMENT PLAN
AND SCHEDULE
PERMIT SU13MITTAL
PERMIT RESUBMITTAL W/CORRECT
job no:
sheet no:
draw:
A-6.0
checked:
date: ii-2,8-2m
D�l
General Structural Notes
The Following Apply Unless Noted Otherwise on the Drawings
RENOVATION
CRITERIA
11. DEMCUfl : CONTRACTOR SHALL VERIFY ALL EXISTNG CONDITIONS BEFORE CONIMEN ING ANY DEMOLITION.
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHAM CONFORM TO THE DRAWINGS,
SHORING SHALL BE INSTALLEDTO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MMPER SUITABLE
SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (MIS EDITION).
TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED To DAMAGE OR OVERLOAD THE
EXISTING MUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR
2. DESIGN ADING CRITERIA:
SYSTEMST04QP5F.
RETAIL
FLOOR LIVE LOAD (STORES - REnNL FIRST FLOOR) . .......................................... IOOPSF
12. CONTRACTOR SHAM VERIFY ALL EX1SPNG DMIENSIONS, MEMBER SINS, AND CONDITIONS PRIOR TO
FLOOR CONCENTRATED LOAD (STORES) ......... ........................................... low LBS
COMMENCING ANN WORK. ALL DIMENSIONS OF EMSTING CONSTRUCTION SHOWN ON WE DRAWINGS ARE
ROOF
INTENDE ASGUIDELINESONLYANDMUSTMENEIRLIFIEM
ROOF LIVE LOAD ..................... ... .... ...... .... ... ............................ 25 PSIF
11 CONTRACTOR SHALL CHECK FOR DRYR(Tr AT ALL AREAS OF NEW WORK. AM RoFr SHAM. BE REMOVED AND
ENVIRON EINTALUDADS
DAMAGED MEMBERS SHAM BE REPLACED OR REPAIRED AS DMECTED BY WE STRUCTURAL ENGINEER OR
SN ... .. ...................................... 1,1.0,C-1, Pg2SPSF, Pf-20PSF
ARCHITECT.
WIND ................. .... ............................. L-1.0, GCPH0.18, ILD MPH, EXM6UKE 'B'
EARTHQUAKE. .... ... ANALySB PROCEDURE: EQUIVALENT LATERAL FORCIE PROCE ORE
CONCRETE
LATERAL SYSTEM: ORDINARY CONCRETE MASONRY UNIT SHEAR WALLS
SITE CUS�-D, �-I.27, Sd.0.85, SLFOM, SDI�` �0.339
U. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AN PLACEDINACCORDANCEWIWIBCSECTION1905,
SOO D, 1-1.0, R=2.5
1906 D AID 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF P. =
SEE PLANS FORADDITIONALLOADING 09MIA
3,000 PM AND MIX SHAM CONTAIN NOT LESS THAN S4/2 SACKS OF CEMENT PER CUBIC YARD AND SHAM BE
3. STRUCTURAL DMWINGSSHALLBE USED IN cONJUNCRON WITH ARCHITECTURAL RAWINGSFORBIDDINGAND
PROPORTIONED TO PRODUCE A SLUMP OF 5� OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON IBC
WEATHEREXPMURE. DESIGN STRENGTH Sft - 2,500 Mi.
CONSTRUCTION. ARCHITECTUML DRAWINGS ARE THE PRIME CoNTRACT DRAWINGS. MY DISCREPANCIES
FOUND AMONG THE DRAWING% WE SPECIFICATION, THEE GENERAL NOTESAND THE SITE CONDITIONS SHALL
15. THE MINIMUM AMOUNTS OF CEMENT MY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO
BE RRORTEDTO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING, ANYWORKDONEBY
WE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PILACING
THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL
ANY CONCRETE. WE PERFORMANCE MIX SHALL INCLUDE WE AMOUNTS OF CEMENT, FINE AND COARSE
CONTRACTORS RISK.
AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIE I AND
SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC IMA. WE USE OF A PERFORMANCE MIX
4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLAINS AND DETAILS SHAL BE
REQUIRES BATCH PLANT INSPECTION, WE CDSr F WHIM SHALL BE PAID BY WE GENERAL CONTRACTOR.
LOCATED BY WE ARCHrrECTURAL PLANS AND DETAIa VERTICAL DIMENSION NTROL IS OPINIED BY THE
REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMANON PRESENTED
ARCH TECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING
11
CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MMNTAINS FULL
PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH
RESPONSIBILITYPOR SPECIFIED PERFORMANCE.
ARCHITECTURALAND STRUCTURAL MWINGS.
16. A LODNORETE WITH SURFACES EXPOSEDTO WEATHEROR STANDING WATER SHAMBE AIR -ENTRAINED WITHAN
S. CONTRACTOR SHALL BE RESPONSIBLE FOR AM SAFETY PRECAUTIONS AND WE METHODS, TECHNIQUES,
AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C4�, AND CGIS. TOTAL AIR CONTENT FOR FR%T
SEQUENCES OR PROCEDURES REQUIRED TO PERFORM WE CONTRACTORS WORK. WE STRUCTURAL ENGINEER
RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITHI TABLE AO 313 TABLE 4A. I MODERATE EXPOSURE, Fl.
HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/M DIRECT RESPONSIBILITY FOR THE SPECIFIC
WORKING CONDITIONS AT WE SITE AND/OR FOR ANY HAZMDS RESULTING FROM THE ACTIONS OF ANY TRADE
17. REINFORCING STEEL SHAM CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT Sl), GRADE W, fy = 0,000 Mi.
ODINTRACTO . THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT
WELDED WIRE FABRIC WALL CONFORM TO A57M A-185.
ANYHEALTHO SAFETY DEFICIENCIESTO WE OWNER, CONTRACTORS, OR MR ENTITIESOR PERSONSATTHE
PMJECrSITE.
18. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHAM BE IN ACCORDANCE WITH ACI 3ISaB
AND318 1. UP ALLOONTINUOUS REINFORCEMENTNS AND SMALLER 40 BAR DIAMETERS OR 2-4- MINIMUM.
6. COWRACTOR SHAM PROVIDE TEM RY BRACRIG FOR WE STRUCTURE AND STRUCTURAL COMPONENTS
PROM E CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. UP CORNER BARS 05 AND SMALLER 40
UNTILAURNALCONNECTIONSHAVEB EN COMPLETED IN ACCORDANCE WITH WE PLANS. CONFORNIMASCE
BAR DIAMETERS OR 2'.W MINIMUM. UPS OF URGER BARS SHAM BE MADE IN ACCORDANCE WITH ACI 31808,
37,02 'DESIGN LOADS ON STRUCTURES WRING CONSTRUCTION'.
CLASS. LAPADIACENT MATS OFWEUDEDWIRE FARICA MINIMUM OF rATSIDESAND ENDS.
7. CONTRACTOR4 ITIATED CHANGES SHAL BE SUBM D IN WRITING M WE ARCHITECT AND STRUCTURAL
NO BARS PARTIALLY EMBEDDED IN 14ARDENED CONCRETE SHAM BE FIELD BENT UNLESS SPECIFICALLY SO
ENGINEER MR APPROVAL PRIOR TO FABRICATI N OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS
DETAILED OR APPROVED BY THE STRUCTUM ENGINEER.
ONLY WILL NOT SATISFY THIS REQUIREMENT.
19. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS'.
& DRAWINGS INDICATE GE EML AND TYMCAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ME NOT
SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAIB OF
FOOTINGSANDOTHERUNFORMEDS RFACESCASTAGAINSTANDPERMANE TLYEXMISED
CONSTRUCTION SHALL BE USED, SUBJECrM REVIEW AND APPROVAL BY WE ARCHITECTAND THE STRUCTURAL
To EARTH ......................... ............................................................ 3-
ENGINEER. A TYPICAL AND NOTES SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL
DUMB MAY NOT NECESSARILY B INDICATED ON THE PLANS BUT SHALL STILLAPPLYAS SHOWN OR DESCRIBED
FORMED SURFACES EXPOSED TO EARTH OR WEATHER IRS BARS OR SMALLER) ......................... 1-1/2'
0 THE PLAN SPECIR D TYPICAL DUAL SHAM BE
IN E DETAILS. WHERE TYPIC�L DETAILS ARE NOTED N S REPON981M M CHOOSE THE
USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BETHE CONT R
ANCHORAGE
A PROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. THE CONTRACTOR SHALL SU MIT ALL PROPOSED
ALTERNATE TYPICAL DETAII.S TO THOSE PROVIDED WITH RELATED CALCULATIONS TO WE ENGINEER FOR
2D. EXPANSION BOLTS IWO CONCRETE SHALL OF POWER STUDI MI AS MANUFACTURED BY THE POWERS CORP,
APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE.
INSTALLED IN STRICT ACCORDANCE WITH OCES REPORT NO. ESR-2818' INCLUDING MINIMUM EMBEDMENT
REQUIREMENTS. SUBSTITUTCS PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH 10C
QUALITY ASSURANCE
REPORTS INDICATING EQUIVABNT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION IS REQUIRED FOR ALL
EXPANSION BOLT INSTALUTION.
9. SPECIAL I SPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS
IIOAN 1704 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED By THE
STEEL
ARCHITECT, AND RETAINED BYTHE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING
DEPART ENT SHAM BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION
22. STRUCTUMLSTEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON:
OF THE FOLLOWING TNPESOF CONSTRUCTION
A. ASC 360 AND SECTION 2205.2 OF WE INTERNATIONAL BUILDING CODE.
STRU RAL STEEL FABRICATION AND ERECTION PER TABLE 17M3
EXPANSION BOLTS AN D THREADED EXAMS ION I NSER� PER MANUFACTURER
B. APRIL14,20 AISC CODE OF STANDARD PRAX7rICE FOR STEEL BUILDINGS AND BRIDGES WENDED AS
M WS.
GEOTECHNI
1. AS NOTED IN THE CONTRACT DOCUMENTS.
10. FO NOATION NOTES'. ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND
BYTH DIRETIONOFPARAGRAPH-1.
REVISEREFREXCE FROM 'STRUCRU-SIGN DRAWINGS -TO 'COWRACTDOCUMENTS` IN
TH REFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY WE BUILDING OFFICIAL. IF
PARAGRAPH 3.1.
SOILS ME FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE
FOUNDATION REDESIGN.
C. SPECIFICATION FORSTRUCPURALJOINTS MING AST.A325 OR A490 BOLTS.
MCHINGS SHAM BEAR ON FIRM, UNDISTURBED EARTH AT LEAST IS- BELOW ADJACENT FINISHED GRADE.
22. WIDE FLANGE SHAPES SHALL CONFORM MASTM ASR21 FY = 50 01. OTHER ROLLED SHAPES INCLUDING PLATES,
UNLESS OTHERWISE NOTED, FOCTINGSSFIAMBE CENTERED BROW COLUMNS OR WALBABOVE.
SHALL CONFORM TO ASTV MG� Fy =36.1. STEELPIPESHAIL CONFORIMMASTIM-3,TYPEEORS,GRADEB,
FV _35KSI. STRUCTURALTUBING SHALL CONFORM TO ASTM MOO, GRADE B, Fy = 42 M (ROUND), Py = 46 KSI
MORRILL BEHIND AM REMAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE
(SQUARE AND RECTANGULAR). CONNECTION BOLTS SHALL CONFORM TO ASTIM A307.
DRAINAGE.
n. ARCHITECTURALLY EXPOSED SW CTURAL MEL SHALL CONFORM TO SECTION 10 OF THE AGO CODE OF
ALLOWARLEMILPRESSU E ........................................................ ......... 2000PSIF
STANDARD PRACROE FOR STEELBUILDINGS AND BRIDGES.
LATERAL EARTH PRESSURE (REsTRAINMAJIMIRMRAINED) ................................... 55 PCIF/35 PCIF
24. ALL A-325N CONNECTIO BOLTS NEED ONLY BE TIGHTENED TO A SMUG TIGHT CQNDrTON, DEFINED AS THE
COEFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 INCLUDED) ....... .............................. JD-3
TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW
IMPACTS OF AN IMPACT WRENCH M THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD
WRENCH.
25. ALLWEILDINGSH L BE IN CONFORMANCE WITH A_I.S.C. AND AMS. STANDARDs ANDSHAL BE PERFORMED BY
WARD. CERTIFIED WELDERS USING PO XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W�)
SHALLBEUMD. LLCOMPL�EJOIWPEN�WNGRWVE�S�UBEM�W ARUERMATERIAL
THATHMA MINIMUM UN TOUGHNIESSOF 20 FTUBS AT-20 DEGREES F MD40 FT- WSAT70 DEGREESF, AS
DMRMINEDUAWSC�SiFlanONORWNUFAMRERCERnFla�ON.
CHANNEL
PER PLAN
HORIZ. L(
HOLES IN
HSS STRO
PER PLAN
�n
2
04 . 1>�'- 0 18r.
0 oc
(2) #4 CONT. TOP OF WALL
VARIES PER ARCH.
E A CH NOSE
(1) #4 EACH NOSE
#4 x L @ 12"oc VERT --------
4THICK CONIC
SLAB ON GRADE wl
14 0 If= HORIZ - - - - - - - -
AX6 W1.4xW1.4 VWhWVM
T
j(2)#4
0 18-oc EA. WAY
14 7EA. A
018. tic W y
'E
E-----
-
BOTTOM
(2)#5 CONT.
N
EXACT CONFIGURATION OF STAIR
�andriser
55' 8' 5"
6*
(indudIn2g tread dirn,�ensions)
Typicall, Stair On Grade
no H__
PER ARCH, DRAWINGS
41
2,
4,
7
18'-8"
20' 20'
20' 1
33'-1
8' 6" 31
�E,
F 109 F 10 TE�
0
I DOCK VEST R
2
P
INFILL OPENING WITH
LIKE MATERIALJ
IE: V GWB EAI SIDE
I
OVER 2X4 0 2 V' O.C.
ELEV E
A,-
_+O e _�;
CHAINLINK
2'
-48 12' 22' S EL,
40' 22
REFUSE
lo 3'- 6 4 1 3 4 A
4 A' 4' -V
\g:NCLOSURE
5
DO
a)
F 1 1
IGARDEN
C',1
T
V) V)
V)
(E) CMU WALL
PROVIDE NON -SHRINK
GROUT BEHIND CHANNEL
AT BOLT LOCATIONS,
WO THRU BOLT
0 16"OC
PL 3/a x 6 x 7
W/ (2) 5/8-0 W.H.S.
Seation
L 3x3x1/4 (x 0'-4') ONE
SIDE OF HSS (each side
al)ove opening) �/ swo
THRU BOLT 0 24 oc.
�_c
04
C
C
�13,
Zle BRG.
PLATE
�A,
COVERED
GARDEN
AREA
Conc Stair on Grad
L,
p6flIS1.0 - tyI5 unol
SEE ARCHITECT
PLANS FOR CUR
CONFIGIFRATION
g4k- hing walip
per 2/S1.O - typ uno
------------------------
CL
0
0
Z 0
P z
D) >
x < I
W CL
qG GATE
1 2"=
1' 3' 8'
zo `Cq I `CA
to ro I N)
IN
SEASOqAL ARE
_,,-DEMO.,VALLS
FRANKC0-
structuraL engineering
4742 42nd ave. sw, #297
Seattle. wa 98116
206.579.8160
Pmject:
Petosa's
550 5th Ave S
Edmonds, WA
Frank Co. Project No.:
0024-2016-08
Design:
EAF
Drawn:
EAF
Approved:
EAF
Issue:
Perm it
Date:
December 21, 2016
Revisions
For SDCI use:
RE19UB
APR 10 2017
BUILDING DEPARTMENT
CITYOFEDMONDS
A.
37
Sheet contents:
General
Structural Notes,
Man & Detail
NA
Sheet No.:
PARTIAL ROOF FRAMING PLAN