HomeMy WebLinkAbout17216 51st Ave NE Ste 110_BLD6350_2025 CITY OF ARLINGTON
18204 59th Avenue NE, Arlington, WA 98223
INSPECTIONS: 360-403-3417 - Permit Center: 360-403-3551
BUILDING PERMIT
17216 51ST AVE NE STE 110 Permit #: 6350
PERMIT EXPIRES 180 DAYS AFTER
Parcel #: 31052100400100
DATE OF ISSUANCE.
Scope of Work: Installation of warehouse rack shelving Valuation: 104357.64
OWNER APPLICANT CONTRACTOR
SMARTCAP ARLINGTON AIRPORT Raymond Handling Raymond Handling Concepts
INDUSTRIAL PA
8201 164TH AVE NE STE 110 6607 S 287th ST 6607 S 287th St
REDMOND, WA 98052 Auburn, WA 98001 Auburn , Wa 98001
2532630958 2532630958
LIC: 604 102 532 EXP: 07/31/2025
LIC: RAYMOHC034KB EXP: 10/23/2025
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
LIC #: EXP: LIC #: EXP:
JOB DESCRIPTION
PERMIT TYPE: COMMERCIAL ALTERATION CODE YEAR: 2021
STORIES: 1 CONST. TYPE: lllB
DWELLING UNITS: OCC GROUP: S-1; Storage Mod Hazard
BUILDINGS: OCC LOAD:
PERMIT APPROVAL
The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any
other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the
Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any
period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice
or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is
authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or
any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or
decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or
on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or
federal law, or any order, proclamation, guidance or decision of the Governor.
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 APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND
ALL FEES ARE PAID.
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN
MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110.
SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on
your sales tax return form and coded City of Arlington #3101.
02/07/2025
Applicant Signature Date Building Official Date
CONDITIONS
Note on PG. SS.3 REQUIRED INFORMATION FOR CITY BUILDING AND FIRE SAFETY PER 2018 IFC AND 2016
NFPA-13 States, TOP OF STORAGE WILL BE MAINTAINED A MINIMUM OF 36" BELOW FIRE SPRINKLER
DEFLECTORS. PG SED 1of 1 Note # 11 Is incorrect. Approved plans and permit shall be onsite for inspections. Adhere to
approved plans. Call for inspections.
The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations. The property
owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or
community. The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities
before commencing construction. The property owner shall ensure that the construction project complies with all applicable design
review requirements.
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 FEES
Date Description Fee Amount
02/07/2025 Building Plan Review $1,000.86
02/07/2025 Credit Card Service $30.03
02/07/2025 Processing/Technology $25.00
02/07/2025 Building Permit $1,534.39
Total Due: $2,590.28
Total Payment: $2,590.28
Balance Due: $0.00
CALL FOR INSPECTIONS
Call by 3:30 pm for next day inspection, allow 48 hours for Fire Inspections
When calling for an inspection please leave the following information:
Permit Number, Type of Inspection being requested, and whether you prefer morning or afternoon
INSPECTION INFORMATION Pass/Fail
COMMERCIAL TENANT IMPROVEMENT
PERMIT APPLICATION
Community and Economic Development
City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551
The following information is required for Commercial, Multi-Family, and Mixed-Use Building Permit Applications.
Mark each box to designate that the information has been provided. Please submit this checklist as part of the
submittal documents. See ASSISTANCE BULLETIN #30 for detailed design requirements.
EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL.
SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING; Incomplete applications will not be accepted.
REQUIRED DOCUMENTS
City of Arlington Commercial Tenant Improvement Permit Application
Site Plan
Architectural Plans
Structural Plans
Structural Calculations
Mechanical System Modifications, (if applicable)
Plumbing System Modifications, (if applicable)
Project Specification Manuals, (if applicable)
WSEC Compliance Forms, (if applicable) https://waenergycodes.com/
Special Inspection and Testing Agreement
Deferred Submittal Request
Airport Property Lease (if building is located within the Arlington Airport Property Boundary)
1. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance.
2. The City of Arlington does not review or inspect electrical systems. Contact Labor and Industries at lni.wa.gov or
360-416-3000.
A. DEFERRED SUBMITTALS
If the project requires any of the following, a Deferred Submittal Request MUST be completed. Deferred submittals require
separate applications, plans and plan review.
1. Mechanical Plans (if not included in the plan set)
2. Plumbing Plans (if not included in the plan set)
3. Fire Sprinkler
4. Fire Alarm
5. Signage
B. SPECIAL INSPECTION AND TESTING AGREEMENT
A Special Inspection Firm is required to perform special inspections for the following type of work.
*The Special Inspection and Testing Agreement MUST be submitted with the Building Application.
Reinforced Concrete Structural Steel and Welding
Bolting in Concrete High-Strength Bolting
Pre-stressed Concrete Spray-Applied Fireproofing
Shotcrete Smoke-Control Systems
Structural Masonry Other - Specify: ______________________________________
I acknowledge that all items designated as submittal requirements must accompany my Tenant
Improvement Permit Application to be considered a complete submittal.
COMMERCIAL TENANT IMPROVEMENT
INSTALLATION, MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL
*CHECK ALL THAT APPLY
Automatic fire extinguishing systems Compressed gas systems
Fire pumps Flammable and combustible liquids (tanks, piping etc.)
Standpipe systems Hazardous materials
Private fire hydrants Industrial ovens/furnace
Fire alarm and detection systems Spraying or dipping operations
High piled/rack storage Temporary membrane structure, tents (>200 sq. ft.) or canopies (>400 sq. ft.)
Provide details on any of the above checked items: _________________________________________________________________________
________________________________________________________________________________________
Type of Permit: New Space Addition Alteration
Property Address: Project Valuation:
Lot #: Parcel ID No.: Subdivision:
Project Scope of Work:
Description of New Tenant Business Operations:
IBC Construction Type: IBC Occupancy Type:
Building/Space Square Footage: Number of Stories:
Square Footage Per Floor: 1st 2nd 3rd 4th 5th 6th
Primary Contact: Owner Architect Engineer Contractor
Owner Name: Office No.:
Email Address: Cell No.:
Mailing Address: City: State: Zip:
Architect Name: Office No.:
Email Address: Cell No.:
Mailing Address: City: State: Zip:
Professional License Number: Expiration Date:
Engineer Name: Office No.:
Email Address: Cell No.:
Mailing Address: City: State: Zip:
Professional License Number: Expiration Date:
Primary Contractor: Office No.:
Email Address: Cell No.:
Mailing Address: City: State: Zip:
L&I Contractor License Number: Expiration Date:
REV03.2022 Page 2 of 7
COMMERCIAL TENANT IMPROVEMENT
MECHANICAL SYSTEM INFORMATION
Type of Permit: ï² New Installation ï² Addition ï² Alteration ï² Replaced ï² Gas Piping
Mechanical Contractor: Office No.:
Email Address: Cell No.:
Mailing Address: City: State: Zip:
L&I Contractor License Number: Expiration Date:
• New gas piping requires a pressure test hooking to any appliance
• Sediment traps (drips) are required on all gas lines
• Gas lines are required to be supported/secured per IFGS, Section 415
• Proper Combustion air and venting required for all appliances
• A shut-off valve is required within 6 feet of each appliance
Gas Piping Specification and complete Schematic PAGE 4 ï² Not Applicable
Proposed Piping Material: ï² CSST ï² Brass ï² Black Steel ï² Galvanized Steel ï² Other
Proposed Piping Size: ï² Â½â€ ï² â…â€ ï² Â¾â€ ï² 1â€ ï² 1Â½â€ ï² 2â€
Inlet Pressure: Pressure Drop: Specific Gravity:
MECHANICAL PERMIT FEES (per unit)
Type of Fixture No. of Units Cost per Unit Subtotal
Additional Plan Review fees x $ 75.00 = $
Air Cond. Unit ≤100Btu/h x $ 15.00 = $
Air Cond. Unit >100Btu/h x $ 25.00 = $
Air Cond. Unit >500Btu/hp x $ 50.00 = $
Air Handling Units x $ 15.00 = $
Base Mechanical Fee $ 25.00 $ 25.00
Boiler <100Btu/h >3hp x $ 15.00 = $
Boiler >1 million Btu/h<50hp x $ 25.00 = $
Boiler >1.5 million Btu/h<50hp x $ 50.00 = $
Boiler >100Btu/h 3-15hp x $ 15.00 = $
Boiler >500Btu/h 15-30hp x $ 25.00 = $
Commercial Hoods -Type I x $ 25.00 = $
Commercial Hoods -Type II x $ 50.00 = $
Diffusers x $ 15.00 = $
Dryer Ducting x $ 15.00 = $
Ductwork (drawings required) x $ 25.00 = $
Evaporative Coolers x $ 15.00 = $
Exhaust/Ventilation Fans x $ 15.00 = $
Fireplace/Insert/Stove x $ 15.00 = $
Forced Air Heat ≤100 Btu/h x $ 15.00 = $
Forced Air Heat >100 Btu/h x $ 25.00 = $
Gas Clothes Dryer x $ 15.00 = $
Gas Fired AC ≤100 Btu/h x $ 15.00 = $
REV03.2022 Page 3 of 7
COMMERCIAL TENANT IMPROVEMENT
MECHANICAL PERMIT FEES (per unit)
Gas Fired AC >100 Btu/h x $ 25.00 = $
Gas Fired AC > 500 Btu/h x $ 50.00 = $
Gas Piping ≤ 5 units x $ 15.00 = $
Gas Piping > 5 units (plus <5 units) x $ 2.00 = $
Heat Exchangers x $ 15.00 = $
Heat Pump-Condensing Unit x $ 25.00 = $
Hot Water Heat Coils x $ 15.00 = $
Miscellaneous Appliance - regulated by $ 15.00 $
x =
mechanical code, not otherwise specified
Pkg. Units ≤100btu x $ 25.00 = $
Pkg. Units >100btu x $ 50.00 = $
Range/Cook top-Gas Fired x $ 15.00 = $
Refrigeration Unit ≤100Btu/h x $ 15.00 = $
Refrigeration Unit >100Btu/h x $ 25.00 = $
Refrigeration Unit >500Btu/h x $ 50.00 = $
Re-inspection fee (all) x $ 75.00 = $
Unit Heaters ≤ 100 Btu/h x $ 15.00 = $
Unit Heaters >100 Btu/h x $ 25.00 = $
VAV Boxes (Variable Air Volume, part of air $ 10.00 $
x =
conditioning system)
Wall Heaters - Gas Fired x $ 25.00 = $
Water Heater - Gas Fired x $ 25.00 = $
Permit Fee $
Table 4-8; Plan Review Fee $
Processing/Technology Fee $25.00
Total $
PRESSURE PIPING SCHEMATIC
COMPLETE FOR GAS PIPING ONLY – USE A SEPARATE SHEET, IF NECESSARY
ï² SCHEMATIC IS TO SCALE ï² SCHEMATIC NOT TO SCALE
Show Pipe Size(s) and Length(s) from meter to all appliances
NOTE: Any interior pressure regulators must be indicated
REV03.2022 Page 4 of 7
COMMERCIAL TENANT IMPROVEMENT
PLUMBING SYSTEM INFORMATION
Type of Permit: ï² New Installation ï² Addition ï² Alteration ï² Replaced ï² Industrial
Plumbing Contractor: Office No.:
Email Address: Cell No.:
Mailing Address: City: State: Zip:
L&I Contractor License Number: Expiration Date:
The following items need to be specified on the plans:
ï² Fixture specifications and equipment with locations.
ï² Location and type of all backflow assemblies for each fixture.
ï² Calculations for Grease Interceptor.
ï² Pipe size and location of sanitary and potable water systems.
ï² Riser diagram of waste, vent, and rain water systems, including sizes.
ï² Medical gas piping riser diagram, type of gas, storage room and size of piping.
PLUMBING PERMIT FEES (per fixture)
Commercial plumbing permits are required to submit line drawings. A plan review fee of 65% per Table 4-6 for
plumbing permits will be assessed at time of submittal. Includes two (2) inspections with permit.
Type of Fixture No. of Fixtures Cost per Fixture Subtotal
Additional Plan Review fees x $ 75.00 =
Alteration/repair piping x $ 15.00 =
Backflow Assembly x $25.00 =
Base Plumbing Fee $ 25.00 $25.00
Bath/Shower Combo x $ 15.00 =
Building Main Waste x $ 25.00 =
Clothes Washer x $ 15.00 =
Dishwasher x $ 15.00 =
Drinking Fountain x $ 15.00 =
Floor Drains x $ 15.00 =
REV03.2022 Page 5 of 7
COMMERCIAL TENANT IMPROVEMENT
PLUMBING PERMIT FEES (per fixture)
Grease Interceptor x $ 75.00 =
Grease Trap x $ 25.00 =
Hose Bibb x $ 15.00 =
Icemaker/Refrigerator x $ 15.00 =
Irrigation – per meter x $ 25.00 =
Kitchen Sink & Disposal x $ 15.00 =
Laundry Tray x $ 15.00 =
Lavatory x $ 15.00 =
Med Gas Piping ≤ 5 inlets/outlets x $ 60.00 =
Med Gas Piping > 5 inlets/outlets (plus ≤ 5 x $ 5.00 =
inlets/outlets)
Miscellaneous – regulated by plumbing x $ 15.00 =
code, not otherwise specified
Pretreatment Interceptor x $ 15.00 =
Re-inspection Fee (all) x $ 75.00 =
Roof Drains x $ 15.00 =
Shower (only) x $ 15.00 =
Sink (bar, service, etc.) x $ 15.00 =
Toilets x $ 15.00 =
Urinal x $ 15.00 =
Vacuum Breakers x $ 25.00 =
Water Heater x $ 25.00 =
Water Heater - Tankless x $ 25.00 =
Permit Fee
Table 4-6; Plan Review Fee
Processing/Technology Fee $25.00
Total
PROPOSED BUILDING USE
ï² New ï² Addition/Alteration ï² Medical ï² Automotive Based ï² Industrial
ï² Office ï² Restaurant ï² Machine Shop ï² Other: ____________________________________
CROSS CONNECTION
Please check all appliances that are proposed or permanently connected to the water supply.
ï² Ice Machine ï² Dialysis Equip. ï² Air washers
ï² Coffee Urn/Espresso ï² Hydrotherapy Equip. ï² Steam Generators
ï² Carbonated Bev. ï² Dental Equip. ï² Dye Vats
ï² Fume Hoods ï² Laboratory Equip. ï² Pressure Washers
ï² Degreasers ï² Autoclave/Sterilizers ï² Cooling Towers
ï² Hot Tub/Spa ï² Decorative Fountain ï² Fire Sprinkler
ï² Aquarium ï² Swimming Pools ï² Sprinkler w/chemicals
ï² Lawn Irrigation ï² Well on property ï² Other: ________________________
WASTEWATER DISCHARGE
Does the plumbing system currently have a grease interceptor? ï² Yes ï² No ï² Don’t Know
Does the plumbing system currently have an oil/water
ï² Yes ï² No ï² Don’t Know
separator?
REV03.2022 Page 6 of 7
COMMERCIAL TENANT IMPROVEMENT
Is water used in the business process (washing, rinsing,
ï² Yes ï² No ï² Don’t Know
cooling)?
Does your business require a NPDES permit? ï² Yes ï² No ï² Don’t Know
I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of
the above-described property will be in accordance with the laws, rules and regulation of the State of Washington.
Signature Print Name Date
REV03.2022 Page 7 of 7
1 2 3 4 5 6
7 8 9 10
GENERAL NOTES:
A. STORAGE CAPACITY SIGNS
1. PER RMI 1.4.2, ONE OR MORE PLAQUES WILL BE PLACED
CONSPICUOUSLY IN CLEAR AND LEGIBLE MANNER TO
IDENTIFY EACH DIFFERENT RACK CONFIGURATION. HIGH PILED STORAGE RACKING
https://raymondwest.com
A
SPOKANE, WA
2. EACH PLAQUE TO BE A MINIMUM OF 50 SQUARE INCHES. IT
11002 E MONTGOMERY DR
SPOKANE, WA 99206
IS THE OWNERS RESPONSIBILITY TO ENSURE THE RACK
PHONE: 509.728.6000
SYSTEM IS NOT ALTERED SO THAT THE PLAQUE TENANT IMPROVEMENT FOR:
INFORMATION IS INVALIDATED.
3. EACH PLAQUE TO DISPLAY:
i. THE MAXIMUM PERMISSIBLE LOAD AND/OR THE
MAXIMUM DISTRIBUTED LOAD PER LEVEL
REV. BY:JON TOSKI
ii. THE AVERAGE LOAD IF APPLICABLE AND
iii. MAXIMUM TOTAL LOAD PER BAY. PIVOTAL CONSTRUCTION
B B. ANCHORING/HARDWARE
REV. DATE:12/27/2024
2. PER IBC, SPECIAL INSPECTION IS REQUIRED FOR THE 17216 51ST AVENUE NE
INSTALLATION OF ANCHOR BOLTS.
3. ANCHOR SIZE, PLACEMENT, AND EMBEDMENT SPECIFIED BY
A LICENSED PROFESSIONAL STRUCTURAL ENGINEER. ARLINGTON, WA 98223
4. PER IBC, PERIODIC SPECIAL INSPECTION IS REQUIRED FOR
REVISIONS
THE INSTALLATION OF CONCRETE ANCHOR BOLTS OF
STORAGE RACKS 8 FEET OR GREATER FOR STRUCTURES
ASSIGNED TO SEISMIC DESIGN CATEGORIES D, E, OR F.
DESCRIPTION:
5. HARDWARE OTHER THAN ANCHORS TO BE SPECIFIED BY A
LICENSED PROFESSIONAL STRUCTURAL ENGINEER. PROJECT OVERVIEW / GENERAL NOTES:
C
INITIAL RELEASE
PROPOSED SCOPE OF WORK IS THE INSTALLATION OF WAREHOUSE RACKING FOR PIVOTAL
D. MAINTENANCE
0
1. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY CONSTRUCTION. HIGH PILED STORAGE OF GROUP A PROPOSED TO A MAXIMUM PRODUCT HEIGHT
REV. NO.
OF THE RACK SYSTEM BY ASSURING PROPER OPERATIONAL,
HOUSEKEEPING, AND MAINTENANCE PROCEDURES,
OF 21'. ENTIRE SCOPE OF WORK AREA IS PROTECTED BY K=25.2 ESFR SPRINKLER SYSTEMS
INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
i. PROHIBIT ANY OVER LOADING OF ANY PALLET
OPERATING @ 20PSI.
POSITIONS AND OF THE OVERALL RACK SYSTEM
ii. REGULAR INSPECTIONS FOR DAMAGE. IF DAMAGED
COLUMNS OR BEAMS ARE FOUND, IMMEDIATELY
UNLOAD THE AFFECTED AREA AND REPLACE OR
D REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER
STRUCTURAL COMPONENTS.
iii. REQUIRE ALL PALLETS BE MAINTAINED IN GOOD, SAFE
OPERATING CONDITION.
iv. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO
PALLET LOAD SUPPORT MEMBERS IN STACKED AND
STABLE POSITIONS.
v. ALL GOODS STORED ON EACH PALLET ARE STACKED
CUSTOMER:
AND IN STABLE POSITIONS.
PROFESSIONA PROFESSIONA ROFESSIO
D L D L P NAL
E E E E D
R N R N E E
vi. ENSURE THAT THE RACKS ARE NOT MODIFIED OR
E G E G R N
T I E G
N T IN T I
S S N
I
E I S
E I
E
G E E
G
REARRANGED IN A MANNER NOT WITHIN THE
ER No. 12401948-2202 R ER WA# 21022747 R EG NO. 029043 ER
E ORIGINAL DESIGN CONFIGURATIONS.
Exp. 09-30- Exp. 05-08- R Exp. 06-30-
vj. IF CONFIGURATION CHANGES ARE REQUIRED, NEW
CIVIL CIVIL CIVIL
STRUCTURAL ANALYSIS MUST BE PERFORMED TO
ENSURE PROPER LOADING.
vk. THE MAXIMUM TOP TO BOTTOM OUT-OF PLUMB
PROFESSIONA 17216 51ST AVENUE NEARLINGTON,
WA 98223
D L
E E
R N
RATIO AND OUT-OF STRAIGHT RATIO PER RACK
E G
T I
N
S
I
EE
COLUMN IS 1/240 (FOR EXAMPLE 1/2" PER 10 FEET OF
EG No. 92778 R
R
Exp. 09-30-
HEIGHT). COLUMNS WHOSE OUT-OF-PLUMB RATIO OR
S PIVOTAL CONSTRUCTION
TA CIVIL IA
OUT-OF-STRAIGHT RATIO EXCEEDS THIS LIMIT SHOULD
TE RN
OFCALIFO SHEET NAME:
BE UNLOADED AND RE-PLUMBED. ANY DAMAGES
PARTS MUST BE REPAIRED OR REPLACED.
THE P.E. CERTIFICATION PROVIDED HEREIN PERTAINS
F
TO THE ADEQUACY OF THE STORAGE RACK
STRUCTURAL COMPONENTS ONLY. ALL TITLE SHEET
OTHER AREAS AARE OOUTSIDE ZHA THE SCOPE OF
WORK NHOF THIS CERTIFICATION. NG .
E. CONFIGURATION CHANGES
E OFWASHIN
G
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NORTH
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1. THIS SET OF DRAWINGS SHOWS ALL THE PERMISSABLE VICINITY MAP PROJECT/SITE INFORMATION
SHEET INDEX PROJECT TEAM S
CONFIGURATIONS OF THESE COMPONENTS PER THIS
STRUCTURAL STAMP
21022747
PERMITTED DRAWING SET. OTHER CONFIGURATIONS MAY ASSESSORS PARCEL NUMBER 31052100400100
SHEET # SHEET DESCRIPTION PROPERTY OWNER
PERMITTED UPON REVIEW OF THE ENGINEER OF RECORD TYPE OF CONSTRUCTION
III-B SS1 TITLE SHEET SMART CAP
FOR THIS PROJECT AND REVISIONS TO THE DRAWING NUMBER OF STORIES
1 BRITTNEY BRANDT
ACCORDINGLY.
SS2 SITE PLAN 8201 164TH AVE NE
OCCUPANCY
B, S-1
2. ANY CHANGES TO THE CONFIGURATION OF THE RACK FIRE SPRINKLERED
YES SS3 FLOOR PLAN REDMOND, WA 98052
SYSTEM COMPONENTS INCLUDING RELOCATION OR BUILDING AREA
168,494 SS4 EGRESS PLAN 206-550-1538
G REMOVAL OF THE SHELF BEAM OR ANY OTHER WAREHOUSE SQ. FT.
35,146 SS5 STRUCTURAL DETAIL BRITTNEY@THESMARTCAPGROUP.COM
COMPONENTS WITHOUT PERMISSION IS NOT PERMITTED OFFICE SQ. FT.
2,074
CLIENT
SCOPE SQ. FT.
10,000
PIVOTAL CONSTRUCTION
17216 51ST AVENUE NE
All dimensions are to be field verified by
the
customer. Raymond West assumes no responsibility
for
ARLINGTON, WA 98223 incorrect dimensions, location of lights or
other
equipment outside of Raymond West's scope
of work.
206-550-1538 This drawing is the property of Raymond West
and is
SITE
only to be used only by the party described
in the
"Customer" section and then only in connection
with
its purchase or use of Raymond West products,
LOCATION
CONTRACTOR: services or systems. Copying in part or as
a whole is PIVOTAL CONSTRUCTION_100968439_P.DWG
prohibited. This is subject to a Confidentiality
Agreement between Raymond West and the party
RAYMOND WEST described under "Customer".
6607 287TH ST. DATE: 12/16/2024
AUBURN, WA 98001 SCALE: NTS
PHONE: 1.888.820.8811
H APPLICABLE CODES
DEFERRED SUBMITTALS DRAWN BY: J.TOSTANOSKI
ENGINEER: PROJECT #:100968439
2021 INTERNATIONAL BUILDING CODE
STRUCTURAL ENGINEERING & DESIGN INC.
SHEET NUMBER: REV:
2021 INTERNATIONAL FIRE CODE
1815 WRIGHT AVE.
LA VERNE, CA 91750 SS1 0
909.596.1351
REV.14
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SITE PLAN - FOR REFERENCE NORTH
2
Scale: NTS
https://raymondwest.com
A
SPOKANE, WA
11002 E MONTGOMERY DR
SPOKANE, WA 99206
PHONE: 509.728.6000
REV. BY:JON TOSKI
B
REV. DATE:12/27/2024
REVISIONS
DESCRIPTION:
C
INITIAL RELEASE
0
REV. NO.
D
CUSTOMER:
E
17216 51ST AVENUE NEARLINGTON, WA 98223
PIVOTAL CONSTRUCTION
SHEET NAME:
F
SITE PLAN
STRUCTURAL STAMP
G
PROFESSIONA PROFESSIONA ROFESSIO
D L D L P NAL
E E E E D
R N R N E E
E G G R N
T I E E G
N T IN T I
S S N
I
E I S
E I
E
G E E
G
ER No. 12401948-2202 R ER WA# 21022747 R EG NO. 029043 ER
All dimensions are to be field verified by the
Exp. 09-30- Exp. 05-08- R Exp. 06-30-
customer. Raymond West assumes no responsibility for
incorrect dimensions, location of lights or other
equipment outside of Raymond West's scope of work.
C I V I L C I V I L C I V I L
This drawing is the property of Raymond West and is
only to be used only by the party described in the
"Customer" section and then only in connection with
its purchase or use of Raymond West products,
services or systems. Copying in part or as a whole is PIVOTAL CONSTRUCTION_100968439_P.DWG
prohibited. This is subject to a Confidentiality
Agreement between Raymond West and the party
described under "Customer".
PROFESSIONA
DATE: 12/16/2024
D L
E E
R N
E G
T I
N
SCALE: NTS
S
I
EE
EG No. 92778 R
R
H
Exp. 09-30-
DRAWN BY: J.TOSTANOSKI
S
TA C I V I L IA
PROJECT #: 100968439
TE RN
OF CALIFO
SHEET NUMBER: REV:
THE P.E. CERTIFICATION PROVIDED HEREIN PERTAINS
TO THE ADEQUACY OF THE STORAGE RACK
STRUCTURAL COMPONENTS ONLY. ALL
OTHER AREAS ARE OUTSIDE THE SCOPE OF SS2 0
WORK OF THIS AOCERTIFICATION. ZHA .
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21022747
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FLOOR PLAN NORTH
HIGH-PILED STORAGE COMMODITY DESCRIPTION FOR
3
Scale: 3/32"=1'
PIVOTAL CONSTRUCTION:
https://raymondwest.com
PIVOTAL CONSTRUCTION IS GOING TO OCCUPY THE BUILDING LOCATED AT 17216 51ST AVE
A
SPOKANE, WA
NE ARLINGTON, WA 98223. PRODUCTS TO BE STORED ARE THE FOLLOWING: CLOTHING
11002 E MONTGOMERY DR
APPAREL AND ELECTRONICS . ALL PRODUCTS ARE PACKAGED IN CORRUGATED CARTONS
SPOKANE, WA 99206
PHONE: 509.728.6000
PLACED ON WOODEN PALLETS. THE COMMODITIES WILL BE PLACED IN THE PROPOSED
RACKING ON OPEN WIRE MESH DECKING HAVING UNIFORM OPENINGS NOT MORE THAN 6
INCHES APART, COMPRISING NOT LESS THAN 50 PERCENT OF THE OVERALL SHELF AREA AND
WITH APPROVED FLUE SPACES, OR DIRECTLY ON THE LOAD BEAMS. OPEN TOP CONTAINERS
AND SOLID SHELVING WILL NOT BE PRESENT. THIS IS A GROUP A PLASTICS COMMODITY
NONENCAPSULATED.
REV. BY:JON TOSKI
15'
15' REQUIRED INFORMATION FOR CITY BUILDING AND FIRE SAFETY
PER 2018 IFC AND 2016 NFPA-13
REV. DATE:12/27/2024
STRAIGHT LEFT RIGHTLEFT
LEFTRIGHT LEFTRIGHT
ERP STRT- 48 ERP LEFT- 48 ERP RIGHT- 48 ERP LEFT- 48
48ERP LEFT- 48ERP RIGHT- 48ERP LEFT- 48ERP RIGHT-
B REV.0 RACK.RF.PLAN.FRAMEREV.0 REV.0 RACK.RF.PLAN.FRAMEREV.0REV.0
0REV.0RACK.RF.PLAN.FRAME REV.0 0REV.0REV.RACK.RF.PLAN.FRAME 0REV.
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0 DIMENSION OF HIGH PILED STORAGE AREA IS APPROXIMATELY: 10,000 SQ. FT.
44 x 96 44 x 96 44 x 96 44 x 96
44 x 96 44 x 96 44 x 96 44 x 96 SQUARE FOOTAGE OF THE WAREHOUSE IS APPROXIMATELY 35,146 SQ. FT.
0 0 0 0
0 0 0 0
REV. REV. REV. REV.
REV. REV. REV. REV.
0 0 0 0
0 0 0 0
REV. REV. REV. REV.
REV. REV. REV. REV.
THE WAREHOUSE CEILING HEIGHT IS 26'-6". MAXIMUM STORAGE HEIGHT OF COMMODITY
REVISIONS
44 x 96 44 x 96 44 x 96 44 x 96
44 x 96 44 x 96 44 x 96 44 x 96 WITHIN RACKS WILL NOT EXCEED 25'-5". TOP OF STORAGE WILL BE MAINTAINED A MINIMUM OF
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
0 0 0 0
0 0 0 0
REV. REV. REV. REV.
REV. REV. REV. REV. 36" BELOW FIRE SPRINKLER DEFLECTORS.
DESCRIPTION:
THE NUMBER OF TIERS WITHIN RACK ASSEMBLES IS VARIED SEE RACK DETAILS.
44 x 96 44 x 96 44 x 96 44 x 96
44 x 96 44 x 96 44 x 96 44 x 96
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
0 0 0 0
0 0 0 0
REV. REV. REV. REV.
REV. REV. REV. REV. PRODUCTS WILL BE STORED ON WOODEN PALLETS, SLATS (MAINTAINING >50%OPEN) OR ON
OPEN WIRE MESH DECKING WITHIN PALLET STORAGE RACKS.
INITIAL RELEASE
C 44 x 96 44 x 96 44 x 96 44 x 96
44 x 96 44 x 96 44 x 96 44 x 96
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
0 0 0 0
0 0 0 0
REV. REV. REV. REV.
REV. REV. REV. REV. AISLE DIMENSIONS BETWEEN STORAGE ARRAYS EQUAL OR EXCEED 10'-6" (SEE PLAN)
0
REV. NO.
44 x 96 44 x 96 44 x 96 44 x 96
44 x 96 44 x 96 44 x 96 44 x 96 MAXIMUM PILE VOLUME FOR THE LARGEST ARRAY IS N/A, NO ON FLOOR STORAGE.
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
HIGH PILED STORAGE WILL BE PRESENT IN PALLET RACKS
44 x 96 44 x 96 44 x 96 44 x 96
44 x 96 44 x 96 44 x 96 44 x 96
NO COMMODITIES WITHIN FACILITY ARE BANDED.
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
FIRE ACCESS DOORS ARE REQUIRED AND ARE SPACED SUCH THAT AN ACCESS DOOR IS
44 x 96 44 x 96 44 x 96 44 x 96
44 x 96 44 x 96 44 x 96 44 x 96 LOCATED WITHIN 125'-0" LINEAL FEET FROM ALL POINTS OF EXTERIOR WALLS THAT ADJOIN FIRE
0 0 0 0
0 0 0 0
REV. REV. REV. REV.
REV. REV. REV. REV.
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
0REV.0REV.RACK.RF.PLAN.FRAME 0REV.
48ERP LEFT- LEFTRIGHT 48ERP RIGHT-
ACCESS ROADWAYS.
D
44 x 96 44 x 96
44 x 96 44 x 96 44 x 96 44 x 96 AN ESFR FIRE SPRINKLER SYSTEM PROTECTS THIS OCCUPANCY.THE SYSTEM IS DESIGNED
0 0
0 0 0 0
REV. REV.
REV. REV. REV. REV.
REV.0 REV.0
REV.0 REV.0 REV.0 REV.0 USING RELIABLE K-25.2, 165 DEGREE ESFR PENDENT SPRINKLER. ESFR SPRINKLER DISCHARGE
0REV. REV.0
0REV.0RACK.RF.PLAN.FRAME REV.0 0REV.0REV.RACK.RF.PLAN.FRAME 0REV.
48ERP STRT- STRAIGHT RIGHT 48ERP RIGHT-
48ERP LEFT- LEFTRIGHT 48ERP RIGHT- 48ERP LEFT- LEFTRIGHT 48ERP RIGHT-
8" 14' 154'-81
14' 8"
2"
AT 20 PSI. PER THE 2016 EDITION OF NFPA 13, TABLE 17.2.3.1, K-25.2 ESFR SPRINKLERS
DISCHARGING AT 20 PSI, ABOVE A 26'-0" HIGH ROOF, ARE ADEQUATE TOO PROTECT THE STATED
STORAGE.
SMOKE AND HEAT VENTS ARE NOT REQUIRED PER THE 2018 IFC- TABLE 3206.2
CUSTOMER:
2018 IFC-TABLE 3206.2 -GENERAL FIRE PROTECTION AND LIFE
SAFETY REQUIREMENTS
E
CLASS COMMODITY - GROUP A
SIZE OF HIGH-PILED STORAGE AREA*- 2,501 - 300,000 (ACTUAL 10,000)
AUTOMATIC FIRE EXTINGUISHING SYSTEM- YES
FIRE DETECTION SYSTEM- NOT REQUIRED
BUILDING ACCESS- YES
SMOKE AND HEAT REMOVAL- YES- J (NOT REQUIRED WHEN STORAGE AREAS WITH AN EXIT
ACCESS TRAVEL DISTANCE OF 250 FEET OR LESS ARE PROTECTED BY EARLY SUPPRESSION
17216 51ST AVENUE NEARLINGTON, WA 98223
FAST RESPONSE(ESFR) SPRINKLER SYSTEMS INSTALLED IN ACCORDANCE WITH SECTION
903.3.1.1.
DRAFT CURTAINS- NOT REQUIRED
SOLID-PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE- NO
PIVOTAL CONSTRUCTION
PROFESSIONA PROFESSIONA
ROFESSIO
D L D L
P NAL SHEET NAME:
E E E E
D
R N R N
E E
E G G
R N
CLEAR HEIGHT T I E
E G
N T IN
T I
S S
N
I
E I
S
E
I
E
G E E
G
ER No. 12401948-2202 R ER WA# 21022747
R EG NO. 029043 ER
F
Exp. 09-30- Exp. 05-08-
R Exp. 06-30- FLOOR PLAN
K 25.2 ESFR SPRINKLER HEAD
"]
34 CIVIL CIVIL
CIVI
L
" [5'-5 "]
34 34
65
" [3'-5
34
41
STRUCTURAL STAMP
TOP OF PRODUCT
40" W 40" W
ROFESSION
P AL
D
E E
R N
E G
T I
LOAD: LOAD:
N
S
I
EE
EG No. 92778 R
R
Exp. 09-30-
50" H 50" H 4"
S
REV.0
REV.0
REV.0
REV.0
REV.0 REV.0
WIREDECK WIREDECK
TAT CIVIL IA
E RN
OFCALIFO
40" W 40" W
REV.0
G
LOAD: LOAD: 60"
THE P.E. CERTIFICATION PROVIDED HEREIN PERTAINS
TO THE ADEQUACY OF THE STORAGE RACK
"]
STRUCTURAL COMPONENTS ONLY. ALL
14
OTHER AREAS ARE OUTSIDE THE AOSCOPE OF ZHA
" H " H
WORK OF THIS CERTIFICATION. NH WAS. H NG
48 48
E F IN
" [21'-0 4"
O G
14
E
REV.0
REV.0
T
REV.0 REV.0
REV.0 REV.0
T
WIREDECK WIREDECK
A O
CLEAR HEIGHT 318" [26'-6"]
T N
S
All dimensions are to be field verified by the
40" W 40" W
customer. Raymond West assumes no responsibility for
incorrect dimensions, location of lights or other21022747
equipment outside of Raymond West's scope of work.
LOAD: LOAD: 60"
This drawing is the property of Raymond West and is
PRODUCT HEIGHT 252
only to be used only by the party described in the
202" [16'-10"] REV.0
"Customer" section and then only in connection with
its purchase or use of Raymond West products,
FRAME HEIGHT 216" [18'] " H " H
services or systems. Copying in part or as a whole is PIVOTAL CONSTRUCTION_100968439_P.DWG
48 48 4"
prohibited. This is subject to a Confidentiality
Agreement between Raymond West and the party
REV.0 REV.0
REV.0 REV.0
REV.0 REV.0
WIREDECK WIREDECK
described under "Customer".
138" [11'-6"]
DATE: 12/16/2024
40" W 40" W
SCALE: 3/32" = 1'-0"
LOAD: LOAD: 60"
H
74" [6'-2"]
DRAWN BY: J.TOSTANOSKI
" H " H
48 48 4"
PROJECT #:100968439
REV.0
REV.0 REV.0
REV.0
REV.0
REV.0 REV.0
WIREDECK WIREDECK
6" REV.0 REV.0
REV.0 REV.0
10" [10"]REV.0
SHEET NUMBER: REV:
3" 96" 3" 3" 3" 3" 3"
â„„ 99" 44" 44"
SS3 0
REV.14
1 2
3 4 5
6 7
8 9
10
EGRESS PLAN
4
Scale: 3/32"=1'
https://raymondwest.com
A
SPOKANE, WA
11002 E MONTGOMERY DR
SPOKANE, WA 99206
PHONE: 509.728.6000
REV. BY:JON TOSKI
B
REV. DATE:12/27/2024
FDA 15'
15' FDA
STRAIGHT LEFT RIGHTLEFT
LEFTRIGHT LEFTRIGHT
48ERP LEFT- 48ERP RIGHT- 48ERP LEFT- 48ERP RIGHT-
ERP STRT- 48 ERP LEFT- 48 ERP RIGHT- 48 ERP LEFT- 48
REV.0 RACK.RF.PLAN.FRAMEREV.0 REV.0 RACK.RF.PLAN.FRAMEREV.0REV.0
REV.0REV.RACK.RF.PLAN.FRAME REV.0 0REV.0RACK.RF.PLAN.FRAME
0REV.
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
44 x 96 44 x 96 44 x 96 44 x 96
44 x 96 44 x 96 44 x 96 44 x 96
REVISIONS
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
0 0 0 0
0 0 0 0
REV. REV. REV. REV.
REV. REV. REV. REV.
DESCRIPTION:
44 x 96 44 x 96 44 x 96 44 x 96
44 x 96 44 x 96 44 x 96 44 x 96
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
C 44 x 96 44 x 96 44 x 96 44 x 96
44 x 96 44 x 96 44 x 96 44 x 96
INITIAL RELEASE
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
200 LINEAR FEET
0
44 x 96 44 x 96 44 x 96 44 x 96
44 x 96 44 x 96 44 x 96 44 x 96
REV. NO.
0 0 0 0
0 0 0 0
REV. REV. REV. REV.
REV. REV. REV. REV.
REV.0 REV.0 REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
44 x 96 44 x 96 44 x 96 44 x 96
44 x 96 44 x 96 44 x 96 44 x 96
0 0 0 0
0 0 0 0
REV. REV. REV. REV.
REV. REV. REV. REV.
0 0 0 0
0 0 0 0
REV. REV. REV. REV.
REV. REV. REV. REV.
LEGEND
44 x 96 44 x 96 44 x 96 44 x 96
44 x 96 44 x 96 44 x 96 44 x 96
0 0 0 0
0 0 0 0
REV. REV. REV. REV.
REV. REV. REV. REV.
0 0 0 0
0 0 0 0
REV. REV. REV. REV.
REV. REV. REV. REV.
Exit Sign
D 44 x 96 44 x 96 44 x 96 44 x 96
44 x 96 44 x 96 44 x 96 44 x 96
Fire Extinguisher
0 0 0 0
0 0 0 0
REV. REV. REV. REV.
REV. REV. REV. REV.
0 0 0 0
0 0 0 0
REV. REV. REV. REV.
REV. REV. REV. REV.
0REV.0RACK.RF.PLAN.FRAME REV.0
48ERP LEFT- LEFTRIGHT 48ERP RIGHT-
Point of Origin
44 x 96 44 x 96
44 x 96 44 x 96 44 x 96 44 x 96
FDA
REV.0 REV.0
REV.0 REV.0 REV.0 REV.0
0 0
0 0 0 0
REV. REV.
REV. REV. REV. REV.
Fire Dept. Access Door
0REV.
0REV.RACK.RF.PLAN.FRAME REV.0RACK.RF.PLAN.FRAME
REV.0 0REV.
REV.0 REV.0 0REV. 0REV.
48ERP STRT- STRAIGHT RIGHT 48ERP RIGHT-
48ERP LEFT- LEFTRIGHT 48ERP RIGHT- 48ERP LEFT- LEFTRIGHT
48ERP RIGHT-
8" 14'
154'-81
14' 8"
2"
CUSTOMER:
NOTES:
E
1. THE COMMON PATH OF EGRESS TRAVEL DISTANCE NOT TO
EXCEED IBC TABLE 1006.2.1
2. THE EXIT ACCESS TRAVEL DISTANCE, MEASURED FROM THE
17216 51ST AVENUE NEARLINGTON, WA 98223
MOST REMOTE POINT TO AN EXIT, NOT TO EXCEED THE
ALLOWABLE PER IBC TABLE 1017.2
3. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY
ILLUMINATED IN ACCORDANCE WITH SECTION 1013.3
PIVOTAL CONSTRUCTION
4. THE MAXIMUM OUT OF PLUMBNESS SHALL BE 0.5 INCHES PER
10 FT. OF HEIGHT.
SHEET NAME:
F
EGRESS PLAN
STRUCTURAL STAMP
G
PROFESSIONA PROFESSIONA ROFESSIO
D L D L P NAL
E E E E D
R N R N E E
E G G R N
T I E E G
N T IN T I
S S N
I
E I S
FDA
FDA
FDA
E I
E
G E E
G
ER No. 12401948-2202 R ER WA# 21022747 R EG NO. 029043 ER
Exp. 09-30- Exp. 05-08- R Exp. 06-30-
All dimensions are to be field verified by the
customer. Raymond West assumes no responsibility for
incorrect dimensions, location of lights or other
equipment outside of Raymond West's scope of work.
C I V I L C I V I L C I V I L
This drawing is the property of Raymond West and is
only to be used only by the party described in the
"Customer" section and then only in connection with
its purchase or use of Raymond West products,
services or systems. Copying in part or as a whole is PIVOTAL CONSTRUCTION_100968439_P.DWG
prohibited. This is subject to a Confidentiality
Agreement between Raymond West and the party
described under "Customer".
PROFESSIONA
D L
DATE: 12/16/2024
E E
R N
E G
T I
N
S
I
EE
SCALE: 3/32" = 1'-0"
EG No. 92778 R
R
H
Exp. 09-30-
DRAWN BY: J.TOSTANOSKI
S
TA C I V I L IA
100968439
TE RN
PROJECT #:
OF CALIFO
SHEET NUMBER: REV:
THE P.E. CERTIFICATION PROVIDED HEREIN PERTAINS
TO THE ADEQUACY OF THE STORAGE RACK
STRUCTURAL COMPONENTS ONLY. ALL
OTHER AREAS ARE AOOUTSIDE ZHATHE SCOPE OF SS4 0
WORK OF HTHIS CERTIFICATION. N .
N F WASH G
E O ING REV.14
E T
T
O
A
T N
S
21022747
GENERAL PROJECT NOTES
1B 1
2
1. DESIGNED PER REQUIREMENTS OF THE 2021 IBC, ASCE 7-16, SECTION 15.5.3, & 2012
RMI RACK DESIGN MANUAL
2. SEISMIC CRITERIA SS=1.061, S1=0.379, FA=1.200, FV=1.925
3"
GENERAL RACK INFORMATION
IP=1.0 (NO PUBLIC ACCESS), SDS=0.849, SD1=0.486, OCCUPANCY CATAG. II
SITE CLASS D-DEFAULT, SEISMIC DESIGN CATAG. D
3. STORAGE CAPACITY:
TYPE A=3000 LBS PER LEVEL TYP.
3"
4. ANCHORS: HILTI KWIKBOLT TZ2 ESR#4266, OR POWERS SD2 ESR#2502.
COLUMN
3/4"
HORIZ.
50 FT-LBS TORQUE (HILTI KWIKBOLT TZ2).
3/8"
BRACE
ROW
40 FT-LBS TORQUE (POWERS SD2).
3"
BEAM
SPACER
(2) ANCHORS PER BASE PLATE.
c.c. 1 1/2"
5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. ANCHORS
SHALL BE INSTALLED
COLUMN
PER ICC ESR#4266.
6. EXISTING S.O.G. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 6.75" X 4000 PSI
1 1/2"
7. SOIL BEARING PRESSURE 2500 PSF.
8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD
SHALL DISPLAY IN
CONNECTOR
1/4"
ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50
SQUARE
INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE
PRINT.
5"
9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER
10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED
WELDERS USING E70XX
DIAG.
ELECTRODE OR BETTER. FIELD WELDS, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION
OF A LICENSED
BRACE
DEPUTY INSPECTOR. SPECIAL INSPECTION IS REQUIRED FOR ALL STRUCTURAL WELDS
EXCEPT FOR WELDING DONE
1"
BASE IN AN APPROVED FABRICATOR'S SHOP.
1"
PLATE & 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE
AND THE
8"
ANCHOR CEILING SPRINKLER DEFLECTOR.
12. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION.
THE
NOTES:
PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES.
IT IS THE
USE @ ALL HANNIBAL
RESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE
COMPONENTS TO
COLUMN/BASE LOCATIONS TYP.
NOTIFY SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES.
13. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN
TO NOTIFY SED,
DESCRIPTION BASE PLATE: 8" x 5" DESCRIPTION COLUMN: HMH IF 3014 DESCRIPTION BRACING:
HORIZ. & DIAG.
NOTES: NOT A DEPICTION OF
THIS PROJECT INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.THIS INCLUDES SUCH
OCCURRENCES
MATERIAL 3/8" THICK PLATE MATERIAL 14 GAGE THK. MATERIAL
16 GAGE STEEL USE @ ALL HANNIBAL BRACE
SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY,
IMPACT FROM
STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD
ASTM A570, Fy=55,000 PSI LOCATIONS TYP .
DROPPED LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION,
ETC. THE USER
OF THE PRODUCT MUST NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY
OCCUR TO THE
3
4
5 PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO
MAINTAIN THE SAFETY
AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN.
14. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN
TO REPAIR OR
REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT.
15. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING
PROPER
OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO
THE FOLLOWING:
1 11/16"
BASE PLATE F.F. A. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS.
B. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED
AREA AND
REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS.
1"
1 3/4" 1"
C. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION.
D. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN
PROPERLY STACKED
O.A.L.
AND STABLE POSITION.
2"
1 5/8"
E. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE.
3-3/4" F. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST POSITION,
UNLESS THE RACK
6"
NOM. EMBED. SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING.
G. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE
DAMAGE TO THE
STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT
AND/OR HEAVY MACHINERY
2"
3 3/8"
ARE IN USE.
SAFETY PIN
H. ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN
THE ORIGINAL DESIGN
CONFIGURATION.
1/2"
3 3/16"
55 RIVET
NOTES:
CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO
ENSURE REQUIRED EMBEDMENT IS OBTAINED.
1815 WRIGHT AVE. LA VERNE, CA 91750 PHONE 909.596.1351 FAX 909.596.7186
DESCRIPTION 3-PIN CONNECTOR DESCRIPTION
3-3/8" BEAM (HMH#33160) DESCRIPTION HILTI KWIKBOLT TZ2 ANCHOR
NOTES:
NOTES:
MATERIAL 7 GAGE USE @ ALL HANNIBAL BEAM TO COLUMN MATERIAL
16 GAGE NOTES: SIZE
SEE NOTE #4 ABOVE FOR ANCHOR
STEEL YIELD ASTM A570, Fy=55,000 PSI CONNECTION LOCATIONS TYP. STEEL YIELD
ASTM A570, Fy=55,000 PSI USE @ ALL BEAM LOCATIONS TYP. ESR # 4266
SPECS.
6
TYPE A SELECTIVE RACK
12"
96" 44"
44" 44"
1B
6
17216 51ST AVE NE
ARLINGTON, WA 98223
3/4"
12" 1 1/2"
48"
48"
2 3/4"
60"
4 3
3-5/8"
48"
48" 2
PROFESSIONAL PROFESSIONAL ROFESSION
D E D E D P AL
E E
R N R N E E
E G G R N
T I E E G
N T IN T I
S S N
I
E I S
E I
E
11/16" G E E
216" 216"
216"
G
ER No. 12401948-2202 R ER WA# 21022747 R EG NO. 029043 ER
60"
Exp. 09-30- Exp. 05-08- R Exp. 06-30-
48"
48"
3/4"
C I V I L C I V I L C I V I L
4 PLCS
J.M MQZHANNIBAL
36"
36"
11/19/2024 STORAGE RACK
60"
PROFESSIONA
D L
E E
R N
1 24"
5 24" 5
E G
T I
N
S
I
EE
10"
EG No. 92778 R
NOTES:
R
Exp. 09-30-
24-1118-12
FRONT VIEW SIDE VIEW
SIDE VIEW USE (2) STD ROW SPACERS FOR DOUBLE ROW UNITS
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DESCRIPTION STORAGE RACK ELEVATIONS
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ER No. 12401948-2202 R ER WA# 21022747 R EG NO. 029043 ER
Exp. 09-30- Exp. 05-08- R Exp. 06-30-
CIVI L CIVI L CIVI L
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EG No. 92778 R
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Exp. 09-30-
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