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HomeMy WebLinkAbout19405 68th Dr Ne Ste A_BLD5369_2026 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 F-1 City of Arlington Commercial Tenant Improvement Permit Application 0 Site Plan 0 Architectural Plans 0 Structural Plans El 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/ El 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 S. 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 0 Bolting in Concrete ❑ High-Strength Bolting ❑ Pre-stressed Concrete ❑ Spray-Applied Fireproofing ❑ Shotcrete ❑ Smoke-Control Systems ❑ Structural Masonry ❑ Other-Specify: 0 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 *CHECKALL 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 I] High piled/rack storage ❑ Temporary membrane structure,tents(>200 sq.ft.)or canopies(>400 sq.ft.) I] Provide details on any of the above checked items: A high pile storage sheet will be included with the submital. Type of Permit: ❑ New Space ❑ Addition 0 Alteration Property Address. 19405 68th Dr NE Suite A Project Valuation: $18,950.67 Lot#: Parcel ID No.: 31051400302400 Subdivision: Project Scope of work: Installation of pre-manufactured storage rack IBC Construction Type: II-B IBC Occupancy Type: B/S-1 Building/Space Square Footage: 219793 Number of Stories: 1 Square Footage Per Floor: 1st 219793 2nd 3rd 4th Sth 6th Primary Contact: ❑ Owner ❑ Architect ❑ Engineer 0 Contractor Owner Name: Gridiron Fulfillment Office No.: 206-658-5028 Email Address: info@gridironfulfillment.com cell No.: Mailing Address: City: State: Zip: 19405 68th drive NE Suite A Arlington WA 98223 Architect Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Engineer Name: Enhao Zhang Office No.: (909)596-1351 Email Address: bob@sed.com Cell No.: Mailing Address: 1815 Wright Ave 2nd Floor City: La Verne State: CA Zip:91750 Professional License Number:21022747 Expiration Date: Primary Contractor: Raymond West Office No.: 6607 287th st Email Address: Blaine.Peterson@Raymondwest.com Cell No.: (916) 907-3025 Mailing Address: 6607 287th st City: Auburn State: WA Zip: 98001 RayMOHC034KB(UBI =604 102 532) 10/23/23 L&I Contractor License Number: Expiration Date: REV03.2022 Page 2 of 6 COMMERCIAL TENANT IMPROVEMENT MECHANICAL SYSTEM INFORMATION Type of Permit: ❑ New Installation ❑ Addition ❑ Alteration ❑ Replaced ❑ 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 O Not Applicable Proposed Piping Material: O CSST O Brass O Black Steel O Galvanized Steel O Other Proposed Piping Size: O 1/2" O S/s" 713/4" O 1" O 11/2" O 2" 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>50OBtu/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 3-15h 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 = $ Gas Fired AC >100 Btu/h x $ 25.00 = $ REV03.2022 Page 3 of 6 COMMERCIAL TENANT IMPROVEMENT MECHANICAL PERMIT FEES (per unit) Gas Fired AC > 500 Btu h x $ 50.00 = $ Gas Pi in <_ 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 x $ 15.00 = $ 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 5100Btu 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 x $ 10.00 — $ 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 ❑ SCHEMATIC IS TO SCALE ❑ 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 6 COMMERCIAL TENANT IMPROVEMENT PLUMBING SYSTEM INFORMATION Type of Permit: O New Installation O Addition O Alteration O Replaced O 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: O Fixture specifications and equipment with locations. O Location and type of all backflow assemblies for each fixture. O Calculations for Grease Interceptor. O Pipe size and location of sanitary and potable water systems. O Riser diagram of waste,vent,and rain water systems,including sizes. O 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 = Grease Interceptor x $ 75.00 = Grease Trap x $ 25.00 = Hose Bibb x $ 15.00 = Icemaker Refri erator 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 Pi in <_ 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 = REV03.2022 Page 5 of 6 COMMERCIAL TENANT IMPROVEMENT PLUMBING PERMIT FEES (per fixture) 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 ❑ New ❑ Addition/Alteration ❑ Medical ❑ Automotive Based ❑ Industrial ❑ Office ❑ Restaurant ❑ Machine Shop ❑ Other: CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply. ❑ Ice Machine ❑ Dialysis Equip. ❑ Air washers ❑ Coffee Urn/Espresso ❑ Hydrotherapy Equip. ❑ Steam Generators ❑ Carbonated Bev. ❑ Dental Equip. ❑ Dye Vats ❑ Fume Hoods ❑ Laboratory Equip. ❑ Pressure Washers ❑ Degreasers ❑ Autoclave/Sterilizers ❑ Cooling Towers ❑ Hot Tub/Spa ❑ Decorative Fountain ❑ Fire Sprinkler ❑ Aquarium ❑ Swimming Pools ❑ Sprinkler w/chemicals ❑ Lawn Irrigation ❑ Well on property ❑ Other: WASTEWATER DISCHARGE Does the plumbing system currently have a grease interceptor? ❑ Yes ❑ No ❑ Don't Know Does the plumbing system currently have an oil/water ❑ Yes ❑ No ❑ Don't Know separator? Is water used in the business process (washing,rinsing, ❑ Yes ❑ No ❑ Don't Know cooling)? Does your business require a NPDES permit? ❑ Yes ❑ No ❑ Don't Know I hereby certify that I am the[I Owner, E�Applicant, ❑Contractor,and authorized to sign this application and that the above information is correct and 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,and the City of Arlington.A final inspection and approval shall be obtained when complete. 1�qku2Q Blaine Peterson 05/18/2023 Signature Print Name Date SAVE PRINT REV03.2022 Page 6 of 6 1 12 1 3 1 4 5 6 7 8 9 10 BAY TYPE TOTAL BAYS TOTAL PALLETS RAYNAr., EST APPROVAL DRAWING SET NTRAhttps:/ raymo dwe C 63 A A 10 — https://raymondwest.com SANTA HE SPRINGS, CA 9939 NORWALK BLVD, SANTA BE SPRINGS, CA 90670 PHONE: 562.944.8067 7 O8 13 4 Z Z Z Z Z O O O O O O Z 2 2 2 2 2 2 0 0 0 0 0 0 ££ S S S W � U A III A B a g b o ro oa o 2 O G • • • � rW] 5 � .Ql rW] a 3 O N 2 Q Q � 9 a m o a ro C z m a o 0 ° � � � �aaaaaaaaaa E h z w H N D F U) 00 H W G w a U) w Q z a U O O A A Z �M O W �y 8 EA A A A A 44" �--� t' Q L �CdC� 11 6" C C C C d 544^ C C C C C ep01AI 4.9. y " 6" o 18 � F—ml c c c c 44" � 0 c c C C 44"1 2" K �aa z^ 411 c I c I c I c c tt-s^ 4a• c C C C I c SHEET NAME: c c c C 44" F c I c I c 1 144"1 44 c c c C C PLAN VIEW L wl c I c Ic c c FULL SCOPE 1s-s^ 27'111 CUSTOMER APPROVAL: ■ APPROVED 44• C C C C C 516" 14ri C I C I C I c C [_] APPROVED AS NOTED M 7, 1, ❑ REVISE AND RESUBMIT COLOR SELECTION: 23-5" FRAMES — GREEN BEAMS — ORANGE G N — —1M , _ ® _ SIGN: ® o o B + m p • \ NAME: o®� m m ° DATE A moll E�A3 O O i NPO ZHq �.I� _ ❑ de.J 9990 ��oewASNi 0 An p ( �coq Digitally signed z1sa DATE: ueetl03c.e21„.tl23Yt E N H AO by EN HAD �J H O ZHANG 2RF�STE0.�G�[ SCALE: NTS ZHANG Date:2023.05.18 SS�ONALEN DRAWN BY, C.MARTIN _ m PROJECT SHEET NUMBER: #:10773796 0 0 0 O m ® m 9 m 1 O O m �� �� �m ®� ®� m� D� �� REV: Q1 6 N 1 12 1 3 1 4 5 6 7 8 9 10 BAY TYPE TOTAL BAYS TOTAL PALLETS RAYMONDIWEST APPROVAL DRAWING SET NTRAhttps:/ raymon we C 63 https://raymondwest.com A 's_ Q' O O O O O O © A 10 — SANTA HE SPRINGS, CA 9939 NORWALK BLVD, ➢� SANTA FE SPRINGS, CA 90670 .I PHONE: 562.999.8067 13 14 S S S U m C C C C 44� 5'44" C C C C C A 5'-1 B 8 a 1�-3, z 11'-6" z v 18-91. z C C C C 44 a w C C C C 44" 12" !ee- M. 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"qti� A A A A 44" 1 Digitally signed J • • DATE: ueetl03c.e21„.tl23Yt r E N H AO by ENHAO 21022747 11'-6" ZHANG Recis7EaE° SCALE: 1/8" - 1'-0" I Z H A N G Date:2023.05.18 SS/O�yAL.ENG 12:54:11-07'00' DRAWN BY: C.MART IN PROJECT #:10773796 F SHEET NUMBER: REV: O O Q1 6 1 12 1 3 1 4 1 5 6 7 8 9 10 RAYMOND I WEST INTRALOGISTICS SOLUTIONS A https://raymondwest.com SANTA HE SPRINGS, CA 9939 NORWALK BLVD, SANTA BE SPRINGS, CA 90670 PHONE: 562.944.8067 0 0 0 0 0 o Z y o 0 0 o s W> S S S U C m Q A J B a 80 co 04 ro io z o c 04 ~ y v w a o W W a a o o LL f") V LL 2 4 Q 72 = tt 9 o a ro C 0 �aaaaaaaaaa 00 H z wcy') 00 D Ol 3" 96" 3" 3" 3"-43" 3" H E 99" 44" 10" 44" w ' A a U) w Q E a U 0 O 0 E H H A o w c� �i SHEET NAME: cD _o F Zo ELEVATIONS N � N S 2 0 (7 w w= 2 CUSTOMER APPROVAL: w _ W � N � APPROVED o [_] APPROVED AS NOTED LL LL o ❑ REVISE AND RESUBMIT r COLOR SELECTION: _ FRAMES - GREEN BEAMS - ORANGE G N N ° SIGN: NAME: DATE: 00 o0 � � v M �NPO ZHq� b u of wyasy, G .° N .nPe sae `°jee"xe;�^ePe °a=a'r r N 4 E N H AO Digitally signed DATE: 03.21.23 , :_ . ..:e. ;a. .. al ....; u °• ^ H by ENHAO 21022747 — • ZHANG RFGISIB SCALE: 1/211 1' 0" H 3" 96" 3" 3" 3" 3" 3" 12:54:24-070o ZHANG Date:2023.05.18 SS/ONALENG f 99" 44" 12" 44" DRAWN BY: C.MARTIN C PROJECT #:10773796 SHEET NUMBER: REV: Q3 6 ATTACHMENT: GENERAL PROJECT NOTES L1B 1 ATTACH W/(4)5/16"0 X 3/4"GR.5 BOLTS PER BRACE,(2)@ EA.END 1. DESIGNED PER REQUIREMENTS OF THE 2021 IBC,ASCE 7-16,SECTION 15.5.3,&2012 RMI RACK DESIGN MANUAL 2 GENERAL RACK CONFIGURATION 2. SEISMIC CRITERIA Ss=1.032,S7=0.369,Fa=1.200,Fv=1.925 Ip=1.0(NO PUBLIC ACCESS),Sds=0.826,Sd1=0.474,OCCUPANCY CATAG.II SITE CLASS D-DEFAULT,SEISMIC DESIGN CATAG.D COLUMN 3. STORAGE CAPACITY: 2 9" II TYPE A=3000 LBS PER LEVEL TYP. �� 0.394" HORIZ. ROW 4. ANCHORS:HILTI KWIKBOLTTZ2 ESR#4266,OR POWERS SD2 ESR#2502 BRACE SPACER 1/2.'0 x 3-1/4"MIN.EMBEDT. 0 ® BEAM q0 FT-LBS TORQUE FT_ TORQUE(POWERSHILTI ISD2)KBOLT TZ) ra ® (2)ANCHORS PER BASE PLATE. COLUMN 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION.ANCHORS SHALL BE INSTALLED cc PER ICC ESR#4266. �. 6. EXISTING S.O.G.CONCRETE THICKNESS&COMPRESSIVE STRENGTH,6"x 3000 PSI 5/$"� q 7953"y 7. SOIL BEARING PRESSURE 750 PSF. �I' t CONNECTOR 8' ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE ® 1.3� INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR,LEGIBLE PRINT. 9. ALL BOLTS GR.5 OR BETTER,INSTALL TO SNUG TIGHT FIT OR BETTER 2-9/16" ® 10.ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70XX 1 ELECTRODE OR BETTER.NO FIELD WELDING PERFORMED.SPECIAL INSPECTION IS REQUIRED ONLY FOR ANY FIELD WELDING. ` TYR DIAL 11.THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN.OF 18'BETWEEN TOP OF THE STORAGE AND THE /4n BRACE CEILING SPRINKLER DEFLECTOR. cc 12.THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD,UNDAMAGED CONDITION.THE W ® PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES.IT IS THE F BASE RESPONSIBILITY OFT OWNER,USER,PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO L-7.28' ® PLATE& NOTIFY SED,INC IN WRITING,OF ANY DAMAGE,DEFICIENCIES OR IRREGULARITIES. NOTES: ANCHOR 13.IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY SED, - USE @ ALL MECALUX INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.THIS INCLUDES SUCH OCCURRENCES ` SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY,IMPACT FROM v COLUMN/BASE LOCATIONS TYP. DROPPED LOADS ON THE SYSTEM,DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION,ETC.THE USER z DESCRIPTION BASE PLATE:7.28"X5.11" DESCRIPTION COLUMN:MCLX 314 DESCRIPTION BRACING:HORIZ.$DIAG. OFTHEPRODUCT MUST NOTIFY SED,INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE NOT A DEPICTION OF THIS PROJECT PRODUCTSHOWNHEREIN.ITISTHERESPONSIBILITYOF THE OWNER AND/OR USERTOMAINTAINTHESAFETY MATERIAL 0.394"THICK PLATE MATERIAL 14 GAGE THK STEEL MATERIAL 16 GAGE STEEL(C456) NOTES: AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. z F STEEL YIELD ASTM A36,Fy=36,000 PSI STEEL YIELD ASTM A570,Fy=55,000 PSI STEEL YIELD ASTM A570,Fy=55,000 PSI USE @ ALL MCLX BRACE LOCATIONS TYP. 14.IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR OR l ` 0 REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. �J N 3 � J 15,THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER OPERATIONAL, ^ O HOUSE KEEPING AND MAINTENANCE PROCEDURES,BUT NOT LIMITED TO THE FOLLOWING: V 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 i.�C REPLACE OR REPAIR ANY DAMAGED COLUMNS,BEAMS,OR OTHER STRUCTURAL COMPONENTS. cz c.REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD,SAFE,OPERATING CONDITION. m tl.ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED AND TYP. STABLE POSITION. e.REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. 1.PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION,INCLUDING THE TOP MOST POSITION,UNLESS THE RACK O F.F. SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. 1 3 1 3/4" 1° 9.THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE TO THE STORAGE Z RAK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR HEAVY MACHINERY ARE IN USE. O h.ECNSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN THE ORIGINAL DESIGN a O CONFIGURATION. Q F O 3-1/4„ �c\0 P0 sHq�G, U 61 MIN.EMBED. z LJ O ENHAOby ENHAO Digitallysigned �� IV ZHANG '� zlozz747 5/16"0 SA ETY CLIP O Z H A N G Date:2023.05.18 ISTE0.�NG\ 12:54:33-07'00' OVAL Q 7/16"0 TYP. GR.5 RIVET 1/8" Q[ NOTES: m CONFIRM O.A.L.OF ANCHORS WITH INSTALLER TO ENSURE REQUIRED EMBEDMENT IS OBTAINED. DESCRIPTION 3-TAB CONNECTOR NOTES: DESCRIPTION 4"BEAM(INTLK40E) DESCRIPTION HILTI KWIKBOLT TZ2 ANCHOR F_ MATERIAL 7 GAGE USE @ ALL BEAM TO COLUMN CONNECTION MATERIAL 16 GA STEEL NOTES: SIZE 1/2"0 X 3-1/4"MIN.EMBED. NOTES: W STEEL YIELD ASTM A570,Fy=55,000 PSI LOCATIONS TYP. STEEL YIELD ASTM A570,Fy=55'000 PSI USE @ ALL BEAM LOCATIONS TYP. ESR# 4266 SEE NOTE#4 ABOVE FOR ANCHOR SPECS. w J b 6 Jz00 TYPE A SELECTIVE RACK _j z 10" zoo 1B96 4" 4" q a rn It Z 2a" 2a° 1/2" 1/2" oc 1/2", 10"� � 2 ' 26. 0 3/8' 3/8 5 „ 5 „ O O 3/8" 2 11/1 ' o 0 8 216" 21 6" 216" 3/8' O O O J 4 3 46. 4 ' i o a 2 o 2 7 4"1 24 24 ,oa NO, NOTES: 23-0501-9 USES(2)ROW SPACERS FOR DOUBLE ROW UNITS FRONT VIEW SIDE VIEW SIDE VIEW DESCRIPTION STD ROW SPACER NOTES: SNEH NO. MATERIAL 14 GAGE ATTACH WITH(4)5/16"0 GR.5 BOLTS,(2)@ SED 1 OF 1 DESCRIPTION STORAGE RACK ELEVATIONS STEEL YIELD ASTM A570,Fy=55,000 PSI EACH END 1 2 3 4 5 6 7 8 9 10 RAYMOND I WEST BAY TYPE TOTAL BAYS TOTAL PALLETS INTRALOGISTICSSOLUTIDNS APPROVAL DRAWING SET C 63 https://raymondwest.com A A 10 - SANTA FE SPRINGS, CA 9939 NORWALK BLVD, SANTA FE SPRINGS, CA 90670 PHONE: 562.944.8067 ryN Q ..a r .e„ r .r-r r wv r .Z Z Z Z Z Z O o o 0 0 0 2 Z Z Z Z 2 2 F u W W W W W> 5 o o S 2 .OT. C 0] W o P1 al W U ON N N ry ry ry N 0 0 0 0 0 o m N o S om o oC o Ili a N o 0 5 H o w w w a o w N b yz¢ 0 Qaaaaaaa<a z r_, x E-I (y) H N � 00 N o ,.� U w• ,, z F::� � w Q F 4 A A U Zi �j B" O W R4 A A A A aa^ LJ 1' H LC C C C C 445 a4 C C C C C H � '-8"33'-3" 14'-9' � 47 �5'-i"� F V 1 — .- _ � C C C C 44' C C C C 44" 12' 12" 44" C C C c c n'-fi^ 44• C C C C C SHEET NAME: % 8,�„ C C C C 44^ FC C C C 4a^' 44" C C C C C '44• c c c c c PLAN VIEW FULL SCOPE # . 27'-71^ CUSTOMER APPROVAL: a^ C C C C C APPROVED r: sr-e" 44^ C C C C C APPROVED AS NOTED 7-11 CITY OFARLINGTON REVISE AND RESUBMIT # 23•-5^ BUILDING DEPARTMENT COLOR SELECTION: APPROVED FRAMES — GREEN DATE NocH� AUBTHORIZVED BEAMS — ORANGE 7 � w � I � J � UNLESS APPROVED BY THE !� * 1 BUILDING INSPECTOR NAME. DATE: • Dt^y - ., w,w..x..�.�a oie' .`q`°",r.:ir'f.•.�w.r rerx i NANO ZHq� ro -' OF WASH�i C «x irri un F a..aiae.ee..e�cuaeessl'"m•` e car.1d- er r ie CA'up Digitally signed 210 xDATE: 1 03. 21 ,r 9 ENHAOZHANGAO REG'MgSE 2' SCALE: NTS G . ZHANG Date:2023.05.18 s'S70NAll- DRAWN BY: C.MARTIN 12:53:50 07'00 PROJECT #:10773796 +I •7 :;'. „w .mrealen» .....+........... SHEET NUMBER: REV: Plan Review .. By o City of Arlington Q 1 6 1 2 3 4 5 6 7 8 9 10 RAWRBAY TYPE TOTAL BAYS TOTAL PALLETS INTRALOGISTICS T APPROVAL DRAWING SET C 63 — https://raymondwest.com A A 10 — SANTA FE SPRINGS, CA 9939 NORNALK BLVD, SANTA FE SPRINGS, CA 90670 PHONE: 562.944.8067 y 0 0 y 0 0 2 T ��99 aRaR I • r \ \ C C C C 44� 5 44" C C C w C C a 33'-3" 14'-9" 41'-6" 5'-1 � 1 -32 � 1 O 18- "9 C C C C 44" F o 1' � � � o � °s C C C C 44" \� 12" 44 C C C C C p ° 44 C 5 ��-. I- _ . ��TLT�i-� I ��•• 11'-6" " C C C C C -- 8'-611 a <��aaaaaaaa C C C C 44° --_-__ 1' C C C C 44" 44" C C C C C H �C • 44" C C C C C N (y) H N N D ao 27'-11 H _ a a 44" C C C C C El w Q Z 51'-6" 44" C C C C C Z x 0 EH 00 E 7'-11" a \ H H ,n a 23'-5" A O a c� — \ _ \, !SHEET NAME: F PLAN VIEW FOCUSED SCOPE ` CUSTOMER APPROVAL: APPROVED APPROVED AS NOTED REVISE AND RESUBMIT A A COLOR SELECTION: FRAMES — GREEN BEAMS — ORANGE G 11'-6" SIGN: 6� NAME: DATE A A A A 44" R \ `Oa NO c s&AN 1' A A A A 44"ti « _ Digitallysigned ��...•�• • _ ° ENHAObyENHAO 21022747 11'-6" • DATE: 03.21.23 ZHANG '4FGISTERE�G� SCALE: 1/8'. = 1'-0" H ZHANG Date:2023.05.18 /pp1ALEN 12:54:11-0700 * DRAWN BY: C.MARTIN , ,,,,,, PROJECT #:10773796 ` NIBn'*RevfeW,, ,SHEET NUMBER: REV: is By Q 1 6 City of Arlington 1 2 3 4 5 6 7 8 9 10 RAWROND(WEST INTRALOGISTICS SOLUTIONS A https://raymondwest.com SANTA FE SPRINGS, CA 9939 NORWALK ELVD, SANTA FE SPRINGS, CA 90670 PHONE: 562.944.8067 0 0 0 0 0 0 2 Z Z Z Z 2 2 m W W W W 0 0 0 S 5 S 5 S 5 \ W 4 B a o00 (D (O 2 N 00 m N ~ ~ N m 2 2 > z C7 CO a " W W m z o P W W ^ Y of W \ z 0 z ro C 0 w a<aaa« 1< a (O O It H f::� z w H N � N D - 00 cf) rn 3" i i 96" i i 3" i i 3„ 3" i i i i 3" 3„ H i 'L 99" i i 44" i 10"i 44" i r. A a a H w O Z H N E °a � � H H 1-4 a A in CD H SHEET NAME: F ° ° ELEVATIONS 04 7 N CD _ 2 CUSTOMER APPROVAL: W W iv APPROVED Q LL APPROVED AS NOTED 0 REVISE AND RESUBMIT r v COLOR SELECTION: FRAMES — GREEN v \ BEAMS — ORANGE iN \ \ SIGN: s � ;it NAME: \ DATE: coo N \ aNpO Zryq� d _ u OF.3�WAS (4 zo N N i ncrowii�ea" �ir,.�era'n w��ri;�rt�. 5 sm.ec een«ima unx =E N H AO b y signed R 9 DATE: 03.21.23 Digitally by NH � ziozzz4z � H 3" // 96" // 3" 3" 3" // /� 3" 3" �/ ZHANGRE GIST EnE°G\ SCALE: 1/2" = 1'-0" Z H A N G Date:2023.05.18 SiONAt.EN DRAWN BY: C.MARTIN � 4 99" / / 44" i 12"� 44" / 12:5424-0T00' C �,� K PROJECT #:10773796 sNau�s�Es................ SHEET NUMBER: REV: an eview By Q 3 6 City of Arlington ATTACHMENT: GENERAL PROJECT NOTES 1 B 1 ATTACH W/(4)5/16"0 X 3/4"GR.5 BOLTS PER BRACE,(2)@ EA.END 2 GENERAL RACK CONFIGURATION 1. DESIGNED PER REQUIREMENTS OF THE 2021 IBC,ASCE 7-16,SECTION 15.5.3,&2012 RMI RACK DESIGN MANUAL 2. SEISMIC CRITERIA Se=1.032,S1=0.369,Fa=1.200,Fv=1,925 3.0 Ip=1.0(NO PUBLIC ACCESS),Sda=0.826,Sd1=0.474,OCCUPANCY CATAG.II SITE CLASS D-DEFAULT,SEISMIC DESIGN CATAG.D 3. STORAGE CAPACITY: PER LEVEL TYP. z• III 0.394° HORIZ. ROW COLUMN 4. ANCHORS:HITYPE A=3000 LLBTI KWIKBOLT TZ2 ESR#4288,OR POWERS SD2 ESR#2502 ® BRACE SPACER BEAM 50 FT-LBS TOROUEEHIBLTIDT.KWIKBOLT TZ) 40 FT-LBS TORQUE(POWERS SD2) N 0 LLLaaarrr r /7 (2)ANCHORS PER BASE PLATE. COLUMN t 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION.ANCHORS SHALL BE INSTALLED PER ICC ESR#4266, 6. EXISTING S.O.G.CONCRETE THICKNESS&COMPRESSIVE STRENGTH,6'z 3000 PSI 5/8"o 7. SOIL BEARING PRESSURE 750RF. 7953 CONNECTOR 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN - ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE ® 1.3 INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR,LEGIBLE PRINT. 90 B. ALL BOLTS GR.5 OR BETTER,INSTALL TO SNUG TIGHT FIT OR BETTER 2 9/16" ® 10.ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER.NO FIELD WELDING PERFORMED.SPECIAL INSPECTION IS REQUIRED ONLY FOR ANY FIELD WELDING. DIAG. 11,THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN.OF IB"BETWEEN TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. cc 1 BRACE 12.THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD,UNDAMAGED CONDITION.THE L- ®� BASE PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES.IT IS THE RESPONSIBILITY OF THE OWNER,USER,PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO G 7 28" J ® ! PLATE& NOTIFY BED,INC IN WRITING,OF ANY DAMAGE,DEFICIENCIES OR IRREGULARITIES. ANCHOR 13.IT IS THE RESPONSIBIUTY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY SED, NOTES: INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.THIS INCLUDES SUCH OCCURRENCES USE Q ALL MECALUX SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY,IMPACT FROM v COLUMN/BASE LOCATIONS TYP. DROPPED LOADS ON THE SYSTEM,DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION,ETC.THE USER THE PRODUCT MUST NOTIFY SED,INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE DESCRIPTION BASE PLATE:7.28"X5.11" DESCRIPTION COLUMN:MCLX 314 DESCRIPTION BRACING:HORIZ.&DIAG. OF NOT A DEPICTION OF THIS PROJECT PRO DUCT SHOWN HEREIN.ITIS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY MATERIAL 0.394"THICK PLATE MATERIAL 14 GAGE THK STEEL MATERIAL 16 GAGE STEEL(C456) NOTES: — _ AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. F STEEL YIELD ASTM A36 Fy=36,000 PSI STEEL YIELD ASTM A570,Fy=55,000 PSI STEEL YIELD ASTM A570,Fy=55,000 PSI USE @ ALL MCLX BRACE LOCATIONS TYP. 14.IT IS THE RESPONSIBIUTY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR OR l� -.. .................. _---_..- .... .--._ REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. v 15.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER OPERATIONAL, 3 4 5 HOUSE KEEPING AND MAINTENANCE PROCEDURES,BUT NOT LIMITED TO THE FOLLOWING: �1 Y _ e.PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. x13) 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. c.REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD,WE,OPERATING CONDITION. m d.ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED AND 1/6" TYP. STABLE POSITION. I� I e.REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. — ,, i.PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION,INCLUDING THE TOP MOST POSITION,UNLESS THE RACK "—"—""---- — - F F SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. 1 3 16" 1 3/4'1— 1 n._. —---— g.THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE TO THE STORAGE ` ` W RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR HEAVY MACHINERY ARE IN USE. ` O -- h.ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN THE ORIGINAL DESIGN • g CONFIGURATION. z EN 0 3-1/4" �t,of SN" v MIN.E BED. z Digitally signed ! �� ui O E N H AO by ENHAO /\may ZHANG zlozz7a7 5/16"6 ETY CUP O ,L... - -.._...._ _.._ Z H A N G Date:2023.05.18 --. �._u....,.... 12:54:33-07'00' ANAL µ. # 1/2"� v Q G45 RIVET TYP' 1/8" tb NOTES: tb CONFIRM O.A.L.OF ANCHORS WITH INSTALLER TO �n���`�� F n ENSURE REQUIRED EMBEDMENT IS OBTAINED. Wig RI oil l,K. lA� 7 GAGE NOTES: DESCRIPTION 4"BEAM(INTLK40E) DESCRIPTION HILTI KWIKBOLT TZ2 ANCHOR MATERIALy_ USE®ALL BEAM TO COLUMN CONNECTION MATERIAL 16 GA STEEL NOTES: SIZE 1/2"0 X 3-1/4 MIN.EMBED. NOTES: Q0 60l.I f] S ' Z STEEL YIELD ASTM A5070NF C 56 000 PSI LOCATIONS TYP. STEEL YIELD ASTM A570,Fy=55,000 PSI USE @ALL BEAM LOCATIONS TYP. ESR# 4266 SEE NOTE#4 ABOVE FOR ANCHOR SPECS. LLI DESCRIPTION 0 6 � z � — ILL. G7 TYPE A SELECTIVE RACK D Z 10° oo c 1 B 1 96" k 44" I 44" 44" Z o CCD 0 rn Z A - 6 Q 24" 24" 1/2" 1/2" 1/2" 10" OC z " 26" - (D ---i 3/8' 56 2 3/811 2 11/1 4 - 216" 8 I' 3 2 6" 216" 3/8 ---- 3/8' o 4)" 46' N o � 2 7 " 4" 4„_.-_ 24" 24" ,Ga NO 1 4" 5 4 _ 5 NOTES: - - USES(2)ROW SPACERS FOR DOUBLE ROW UNITS 23 0501 9 - -r . . _ FRONT VIEW SIDE VIEW SIDE VIEW DESCRIPTION STD ROW SPACER NOTES: — MATERIAL 14 GAGE ATTACH WITH(4)5/16"0 GR.5 BOLTS,(2)@ SED 1 OF 1 DESCRIPTION STORAGE RACK ELEVATIONS STEEL YIELD ASTM A570,Fy=55,000 PSI EACH END *Plan Review By City ofATlington ' CITY OF ARLINGTON • 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT 19405 68TH DR NE STE A Permit#: 5369 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 31051400302400 DATE OF ISSUANCE. Scope of Work: Installation of pre-manufactured storage rack Valuation: 18950.67 OWNER APPLICANT CONTRACTOR WEISS COMPANY XI LLC Raymond West Raymond West 3023 80TH AVE SE STE 201 6607 287th st 6607 287th St MERCER ISLAND,WA 98040 Auburn WA,98108 Auburn,WA 98001 9169073025 916-907-3025 LIC:RAYM014C034KB EXP: 10/23/2023 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL RACKING CODE YEAR: STORIES: 1 CONST.TYPE: 11B 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/IRCl 10. 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. 06/22/2023 " Applicant Signature Date Building Official Date CONDITIONS Wire mesh type shelving only no solid shelving allowed.Approved job copy shall be onsite for inspections.Adhere to approved plans. Call for 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 FEES Date Description Fee Amount 06/22/2023 Web Only-Building Plan Review $298.87 06/22/2023 Processing/Technology $25.00 06/22/2023 Building Permit $459.03 Total Due: $782.40 Total Payment: $0.00 Balance Due: $782.40 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 I Pass/Fail CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 • INSPECTIONS: 360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT 19405 68TH DR NE STE A Permit#: 5369 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 31051400302400 DATE OF ISSUANCE. Scope of Work:Installation of pre-manufactured storage rack Valuation: 18950.67 OWNER APPLICANT CONTRACTOR WEISS COMPANY XI LLC Raymond West Raymond West 3023 80TH AVE SE STE 201 6607 287th st 6607 287th St MERCER ISLAND,WA 98040 Auburn WA,98108 Auburn,WA 98001 9169073025 916-907-3025 LIC:RAYMOHCO34KB EXP: 10/23/2023 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL RACKING CODE YEAR: STORIES: 1 CONST.TYPE: 11B 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.IBC 11OARCI 10. 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. ! Z 23 c C/���/ 06/22/2023 f Applicant Signature Date Building Official Date CONDITIONS Wire mesh type shelving only no solid shelving allowed.Approved job copy shall be onsite for inspections.Adhere to approved plans.Call for 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, MAR( pG.--S,ETC.)WILL REQUIRE SEPARATE PE. :SSION. PERMIT FEES Date Description Fee Amount 06/22/2023 Web Only-Building Plan Review $298 Amount 06/22/2023 ProcessingrFechnology .00 37 06/22/2023 Building Permit $$25$25.0 Total Due: $782.40 Total Payment: $0.00 Balance Due: $782.40 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 IPasO ail 1 12 13 4 5 6 7 8 9 10 BAY TYPE TOTAL BAYS TOTAL PALLETS RAYMs. OND�WEST APPROVAL DRAWING SET NTRAhttps:/ raymon we A 65 A https://raymondwest.com SANTA FE SPRINGS, CA 9939 NORWALK BLVD, SANTA FE SPRINGS, CA 90670 PHONE: 562.944.8067 O7 U O 13 14 O O O O O O Z 2 2 2 2 2 2 W cW9 tW9 (W9 � � cW9 �h' 0 0 0 0 0 0 7 W U C 41 T �l f0 m A A B I W z 0 D o " z a o 0 2 O 8 O o W a N > a a r [G a 3 W aro O W + N y 4 2 > m a W EJ 9 N CZ m Q .N] O 9 C � � � �aaaaaaaaaa o I z � W CM D O m 00 w z � o t w a U) w Q 0 n6 O o LJ EA A A A 44^ Ln O A o 11.6 A A A A 544' A A A A A u _ iq�_g• _ •_�^ 1-1 " 11 6" — o o r — 0 IA A A A aa" T mom 0 A A A A 44"1 aa" 2A A A A A 12 11.6" 4'1 A A A A A SHEET NAME: A A A A FA A A A �,'•1 PLAN VIEW 1.1 A I A I A I A A O 1 4*1 A I A I A I A I A I FULL SCOPE 27'111 12-6" CUSTOMER APPROVAL: ■ 44*1 A I A I A I A I A I [] APPROVED O51 a• 144• A A A A A ❑ APPROVED AS NOTED M 6'1• ❑ REVISE AND RESUBMIT COLOR SELECTION: 23-5" FRAMES - GREEN BEAMS - ORANGE GOu SIGN: _ 0 NAME: ol 7: DATE: FYI 9950 e,a ..........., O e � DATE: �eS03.21.23 0 SCALE: NTS H Ebk DRAWN BY: C.MARTIN ® m ® �� ® �` �' PROJECT #:10773796 O0 �� �� �� �C3 ®� ®� m� �� �� �C3 �� SHEET NUMBER: REV: Q Q1 7 N 1 12 1 3 4 5 6 7 8 9 10 BAY TYPE TOTAL BAYS TOTAL PALLETS RAYMs. OND�WEST APPROVAL DRAWING SET NTRAhttps:/ raymon we A 65 A S O O O https://raymondwest.com SANTA FE SPRINGS, CA 9939 NORWALK BLVD, SANTA FE SPRINGS, CA 90670 PHONE: 562.999.8067 II m 12 12 14 OA A A A 44� 5�44" A A A A A A " - 14'-9" - 5'-1 B I =p1'-3'„ 2 11'-6" m m 18_ o v � > z v z f A A A A 44" a s U A A A A 44" 12" oaNaa 0�� O— — — — , — — — — — — — — � 12° — — 44 — ——A A A _ C 8 ® a 11'-6" 1'44 A A A A z m a a 0 a 0 �aaaaQaaaaa A A A A 44" 1' A A A A 44"O Z 1, 44" A A A A A W M � 44" A A A A A � H N D I 00 27'-11' 12�- rH W 45' 44' A A A A A Eolw q 1 U) a �� • • 51 -6" 44" A A A A A O U Z Fi x IOVIO 8'-1" � E L H H 23'-5" A O �...,..,..«<..r.,.. SHEET NAME F PLAN VIEW FOCUSED SCOPE CUSTOMER APPROVAL: 8 ❑ APPROVED ❑ APPROVED AS NOTED A A ❑ REVISE AND RESUBMIT O • • COLOR SELECTION: FRAMES — GREEN BEAMS — ORANGE SIGN: NAME: DATE: A A A A 44" A A A A 44' 1 �eja� r DATE: 03.21—.23 SCALE: 1/8" 1'-0" H DRAWN BY: C.MARTIN PROJECT #:10773796 O O SHEET NUMBER: REV: Q1 7 1 12 13 4 5 6 7 8 9 10 RAYMOND I WEST INTRALOGISTICS SOLUT11 NS A https://raymondwest.com SANTA FE SPRINGS, CA 9939 NORWALK BLVD, SANTA FE SPRINGS, CA 90670 PHONE: 562.999.8067 o oo oo oo oo O z 2 2 2 2 2 2 W cW9 tW9 (W9 � � cW9 �h' 0 0 0 0 0 0 7 W U C 41 T �l f0 m W A J B N 2 � oO D >ao " z o 0 a z a uo z o y a o 0 4 � o a s > a a r c� r 4 2 > + m a W EJ 9 N a m a o ro a C zo ° a 0 �aaaaaaaaaa H � Z W CM H N bo 00 I-� N c N H _ = a w w 0 I� OEl I� _ U) w Q lL h ;it LL a u O 0 Ezo H H A o � co H d � rn SHEET NAME: F 3" 96" 3" LT' 3" 3" 3" 4 99" 44" 10" 44" ELEVATIONS A CUSTOMER APPROVAL: ❑ APPROVED ❑ APPROVED AS NOTED ❑ REVISE AND RESUBMIT COLOR SELECTION: FRAMES - GREEN BEAMS - ORANGE GSIGN: NAME: DATE: deeia r DATE: 03.21.23 SCALE: 1/2" = 1-0" H DRAWN BY: C.MARTIN PROJECT #:10773796 SHEET NUMBER: REV: Q3 7 r 1 2 3 4 5 6 7 8 9 10 RAWROND I WE.; BAY TYPE TOTAL BAYS TOTAL PALLETS IMRALOGISTICSSOLUTIO APPROVAL DRAWING SET NS A 65 http.://raymondwest.com ASANTA FE SPRINGS, CA 9939 NORWALK BLVD, SANTA FE SPRINGS, CA 90670 PHONE: 562.944.8G67 0 Q Z Z Z Z Z 0 0 0 0 0 0 z z z z z z z m z wU' O O O O O O 7 5 Y 2 S x a w m m m w B x a z v 4 o w w z a o o a z o x w c o oo [ z y a a o .. 4 Z w > m w 1 w ¢z ¢o N a W m Cz w �w a O m G O ♦ z �a �aaa a< S E � H N H 00 H W a 0 w U) V1 - O III A Z 00 E 1 . 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I A A A A A Sol 7 J{�iGLV hK� ❑ A A A A A 00 � APPROVED AS NOTED 8.[1. ❑ REVISE AND RESUBMIT }5"23 COLOR SELECTION: llll FRAMES - GREEN G CITY OF ARLINGTON BEAMS - ORANGE BUILDING DEPARTMENT SIGN: APP OVED NAME: DATE 2.1/0BY DATE:_ A A NOCHANGESAUTHORIZED Fvl �® �'V" "tf' ���ff"" UNLESS APPRl7M BY THE m�aaa.� ® BUILDING INSPECTOR P,,,r♦..,ia.,r n.y.,,a..,,,, ,r.o�x. ♦ 'aE O o FUun ��� DATE: r �iO3.21.23 -. o ® SCALE: NTS HEREVISED H — u K DRAWN BY: C.MARTIN - 2 m ` Received PROJECT #:10773796 CEO 0 m 13 m m m 90 m 0 m 0 m@ C a �� m0 um m� m0 m1 �� �� LIm m� JUN 2 S 2023 SHEET NUMBER: RED 0 s Q 1 1 L 2 3 4 5 1 6 7 8 9 10 RAYM4ND I WES BAY TYPE TOTAL BAYS TOTAL PALLETS INTRALClGI571CfifiOLUTI APPROVAL DRAWING SET ONS A 65 https://raymondwest.com A ___ ____ — SANTA FE SPRINGS, CA 9939 NORWALK BLVD, SANTA RE SPRINGS, CA 90670 PHONE: 562.999.8067 S O O Z N 2 Z Z Z Z 2 H F 5 x 0 0 0 0 m x x z x A A A A 44�., 5,44„ A A A H ,v ry m A A .. m 33'-3" 14'-9" 41'-6" 5' 1„ amMa oo � � o B x 1'- z" 11'-6" 18 A AA 44., m a a z a z m o „12" A A A A m 44" T 44 A A A A A " er p � s0 1 � ao❑ z o �a w a ro FED C o 11 6" 44" A A A A A o m 0 T _ z �aaaa �aaa A A A A 44" 11'-6" 1, H A A A A 44 44" A A A A A M • 144" A A A A A H N a Co 27'-11' 12'-6" ,5,-08,k w a I-� 44" A A A A A w Q 1' 51'-6" 44 A A A A A Z x 0 r E i co E ! $'-1° a LLn H a 23'-5" Q H dam., FC 'SHEET NAME: F PLAN VIEW FOCUSED SCOPE CUSTOMER APPROVAL: [] APPROVED ❑ APPROVED AS NOTED A A ❑ REVISE AND RESUBMIT - • COLOR SELECTION: FRAMES - GREEN -- BEAMS - ORANGE SIGN: NAME: - DATE: A A A A 44" A A A A 44" 2a� dllL o.11 o f� yPo r Lll �a r • DATE: 03.21.23 SCALE: 1/8" = V-0" DRAWN BY: C.MARTIN H PROJECT #:10773796 SHEET NUMBER: REV 0� o 1 7 Q 1 2 3 4 5 6 7 8 - _ 9 - 10 RAYMOND I WES LMIRALOE21STICS SOLUTIONS_.__—_. https://raymondwest.c= ASANTA FE SPRINGS, CA 9939 NORWALK BLVD, SANTA FE SPRINGS, CA 90670 PHONE: 562.944.8067 O O ZO o Z. Z w N B � N i O O a N O Z 4W w O y �.1 M O W G3y U w O N O Q U rt * G h�1 � � gMg � i � a C1 � W + N m (C C Z m a o m 0 �aaaaaaaaa D i I 00 N Go W w f< W I- a LU LU 1--� El Q El i 0 H q '-n co H � fz:� V � ---T— SHEET NAME: i F3" r✓ — 96" rr 3" rr 3" 3" rr r 3" 3" rr r 4 99" r r 44" r 10"r 44" r ELEVATIONS A CUSTOMER APPROVAL: [� APPROVED [] APPROVED AS NOTED � I REVISE AND RESUBMIT COLOR SELECTION: FRAMES — GREEN BEAMS — ORANGE SIGN: NAME: DATE: DATE: 03.21.23 SCALE: 1/2" = 1'-0" DRAWN BY: C.MARTIN PROJECT #:10773796 SHEET NUMBER: RE\ Q 3 _ �- DAILY FIELD REPORT Inspection Date 07/05/2023 AAR TESTING AND INSPECTION, INC. 7126 180th Ave NE, Suite C101 Report Number Redmond, WA 98052 PU070523A 425-881-5812 CLIENT INFORMATION PROJECT INFORMATION Contact Nathan McClure Project No. 23-272 Company Raymond West Project Name Gridiron Fulfillment LLC (PO# 20067426-E) Address 6607 S 228th St Address 19405 68th Dr NE City Auburn City Arlington Contractor Raymond Permit No. 5369 INSPECTION TYPE(S) STRUCTURE(S) / LOCATION(S) Proprietary Anchors- Mechanical Storage Racks on Gridlines H-M/8-9, 12-14 Weather Start Time End Time Sunny 06:30 AM 10:00 AM DRAWINGS/ DOCUMENTS REFERENCED Q1 and ESR# 4266 INSPECTION OBSERVATION / REMARKS Torque inspection: As requested, I was on site for torque inspection for storage racks on Gridlines H-M/8-9, 14-14. Using a torque wrench, I torqued the HILTI 1/2"x5 1/2"bolt anchors to 40 foot pounds. Items inspected are in conformance with approved plans,specifications, and jurisdictional requirements Inspectors Name Report Date Reviewers Signature Reviewed By Reviewed Date Inspectors Signature Pablo Ulloa 07/05/2023 y�YY2,6,( Teajalam (TJ) Gounden 07/06/2023 1 - C9B314EA-BAB9-424E-9BB9-4COODA63FOA4 DAILY FIELD REPORT Inspection Date 07/05/2023 AAR TESTING AND INSPECTION, INC. 7126 180th Ave NE, Suite C101 Report Number Redmond, WA 98052 PU070523A 425-881-5812 PHOTOS 20x KB T22 Into I Shop 1/2 x5 1/2" a 0 q 2210256 1 Mechanical bolts used Inspectors Name Report Date Reviewers Signature Reviewed By Reviewed Date Inspectors signature Pablo Ulloa 07/05/2023 y�YY2,6,( Teajalam (TJ) Gounden 07/06/2023 C9B314EA-BAB9-424E-9BB9-4COODA63FOA4 DAILY FIELD REPORT Inspection Date 07/05/2023 <i AAR TESTING AND INSPECTION, INC. 7126 180th Ave NE, Suite C101 Report Number Redmond, WA 98052 PU070523A 425-881-5812 T SM41M I UmM W4"Aac.pWa r� p•••{M1 THEE 1-1ETTta•r"00"I' M •114•f1YN1�N M Mr WtttYd rll/aflrrN w % w w w M aMN•N a Y w M ►{ N w 1NM M 1•IQ 1•IQ ! a.Q /•%A' J a1Q aW aJr aw • aW alw aa� ti 11MM MI all at) aN amall all an1rF all tN•1 ltnl a•1 ItJll I.la I'M .1.Q J J' M >w aYl 1•W 4 M•1Q Na A. ~ •bM Ilfl N{1 as Vf0 all Mt IN1 t1•ll INn ANI tt1{1 r J J J.w>•w am- 1-M 11 W 1.1t1 1•w 1-Jw •atl 1H11•t•w A pMy all at) IJl1 all an all AD• 0211 (11111 It"I tuft 11�A M • 7• M M 1N tAtt/ IIIMI M NII MI aN (It111 M • % M M in ••q M Nt) all 01) 11111 5" tom a •.Al (?lA 4114) t1U1 a/N qW r� IANC 1wY h. 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Kristin Foster 06/28/2023 Received revised plans. Kristin Foster 06/27/2023 Contractor provided confirmation for COA Business License. Kristin Foster 06/22/2023 Contractor needs COA business license. Kristin Foster 06/22/2023 Emailed contractor for COA business license. Kristin Foster Uploaded Files Date File Name 07/07/2023 16066452-20230706 BLD5369 Test&InspectReport.pdf 07/07/2023 16066450-20230628 BLD5369 IssuedPermit.pdf 06/29/2023 15929212-20230629 BLD5369 RevisedApprovedPlans.pdf 06/28/2023 15911677-20230628 BLD5369 RevisedPlans.pdf 05/24/2023 15524091-20230524 BLD5369 App.pdf 05/24/2023 15524092-20230524 BLD5369 Plans.pdf