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HomeMy WebLinkAbout6015 180TH ST NE_PA25-0108_2026 HIGH-PILE STORAGE PLAN NOTES: 1. ALL PALLET RACK POSITIONED TO LEAVE A 6" FLUE SPACE MINIMUM ON ALL SIDES WHEN LOADED. 2 (F� 25' 42'-6'' D 42'-6" 42'-6" B 42'-6" A 2. NO SOLID SHELVES. WIRE DECKS ARE PROVIDED. 3. WAREHOUSE AREA IS APPROXIMATELY 15,187 SQ. FT. w N MAXIMUM PILE 12 AMA A11� ;---m--; � __ _ — 12 VOLUME(C B. FT.)• (E) SPRINKLER RISER & IN I I AMR A: 29,000 cb.ft. ELECTRICAL �-) ; ;L 42"X 96'L 42"X 96'L 42"X 96'L 42"X 96'L 42"X 96'L 42"X 96'; ROOM N I i i B: 28,055 cb.ft. p�k I C: 1,404 cb.ft. oW od�< 7N i ZD Egress Path B 159 ',�, -� -m j W 3 J o I I I 42"X 96' 42"X 96' 42"X 96' 42"X 96' 42"X 96' 42"X 96'I r--- -----------------------------------• K K K K K K ; - EGRESS ANALYSIS: d Pile Volume C: i i i z�3'-�w�a O1 1,4114 cb.ft. I I I zz�z�z�w a I A: EGRESS PATH "A" -- 145 FEET. I I J 42"X 96'J 42"X 96'J 42"X 96'J 42"X 96'J I B: EGRESS PATH "B" - 159 FEET. 3o���wLLG- I II oag=�gwor L___ ________ ______________________________________J ; EGRESS PATH : _15 o==a g Pile Volume A:29,00 cb.ft. , i o z'z o w N i Co Egress Path A--145' ----------- ko ------------------------------------~ _________________________________________m 'EXIT,' =--------------------r--------------------------, ;- -- EGRESS EXIT: s,------- o I J - --- 11 96'H 42"X 96'H 42"X 96'H 42"X 96'H 42"X 96'H 42"X 9'H 42"X 96'H 42"X 96'H 42"X 96'H 42"X 96'j 11 N - I - - T ko M G 42"X 96'G 42"X 96'G 42"X 96'G 42"X 96'G 42"X 96'G 42"X 9'G 42"X 96'G 42"X 96'G 42"X 96'G 42"X 96'I I Z Q m W ____________________________________________ ____________________ ___ . i p I _ Pile Volume B:28,055 cb.ft. I WAREHOUSE I °' I , x G 42"X 96'G 42"X 96'G 42"X 96' G 42"X 96'G 42"X 96'G 42"X 9'G 42"X 96'G 42"X 96'G 42"X 96'G 42"X 96' I6 City of Arlington CL TH a = Building Department W O M F 42"X 96'E 42"X 96'F 42"X 96'F 42"X 96'F 42"X 96'g 42"X 9'E 42"X 96'g 42"X 96'E 42"X 96'g 42"X 96' I ~ � I 31'-5$" I APPROVED ^ i OFFICE Kevin Olander-01/14/2026 ^ v ' No changes authorized unless approved by e ' 0 p 4"X 96'p 42"X 96'D 42"X 96'p 42"X 96'p 42"X 96'p 42"IX 96'D 42"X 96'p 42"X 96'p 42 X 96 p 42 X 96, ICI U 0 the Building Official 5 Q d w I L____________ _ ~ C 36"X 96'C 36"X 96'g 36"X 96' - 36"X 96' 36"X 96' A 36"X 96'A 36"X 96' A 36"X 96'A 36"X 96' A 3I X 91 A 36"X 96' A 36"X 96' 10, — Adjacent tenant this side 1,4 PALLET RACK ELEVATIONS: CAPACITY PLACARD: a 8 1'�3�_6�� r�3'-6",, 8 �8 8 Q These capacities are for undamaged> > < MAXIMUM racking. Q Damage reduces the rack capacity. > > ZD op = p p g CAPACITY : o 6 © Repair or Replace damaged x 2 v° components. L0 M o cV _ - Z N 00 C C7 It is the responsibility of the owner to g Q o Side View Side View Side View _ _ ensure that the rack system is not c Q Type A,B,C Type E,F,G,H Type:D,1, Front View Front View Front View Front View 2 — (%) K,L,M Type Type Type Type Front View altered in a manner that invalidates 1001b CAPACITY PER LEVEL 100 LB CAPACITY PER LEVEL 100 LB CAPACITY PER LEVEL 600 LB CAPACITY PER LEVEL Type E T O y this plaque information. Q oo c— TOS 18'0" TOS 18'0" TOS 20'0" TOS 18'0" 600 LB CAPACITY PER LEVEL p q C d TOS 20'0" 21000 LBSC 0-^ zi : Er l LO B' 8. �B'� PER BEAM LEVEL DRAWN BY.• BE Commodity Classification : SAS - - WIR BACKS DATE CLASS I—I V 12/10/2025 LEI - DRAWING N0: = TOP OF STORED HEIGHT CHECIMBY.• Contact Us: Customer Information: Tacoma, A9840ma ' 6015upply Inc. 180thAv NOT TO EXCEED: 20� 0" Tacoma,WA 98409 6015 180th Ave NE#101 SHEET N0. Front View Front View Front View Front View Front View Front View Front View www.mrracks.com Arlington,WA 98223 Type F Type G Type H Type J Type K Type L Type M 425-207-0058 600 LB CAPACITY PER LEVEL 1500 LB CAPACITY PER LEVEL 2000 LB CAPACITY PER LEVEL 1500 LB CAPACITY PER LEVEL 600 LB CAPACITY PER LEVEL 600 LB CAPACITY PER LEVEL 2000 LB CAPACITY PER LEVEL TOS 18'0" TOS 20'0" TOS 20'0" TOS 20'0" TOS 18'0" TOS 11.0" TOS 20'0' OF SHEETS Analysis and Design of Racks Conform to the 2021 IBC SEC 2209. GENERAL NOTES: Contractor: Racks LLC. The 2012 RMI Code and Section 15.5.3 of ASCE 7-16 Using the A. ALL VERTICAL DIMENSIONS SHOULD BE TAKEN FROM TOP OF SLAB. Mr. 2 i ASD Method: V=.70*C.s*l.p*Ws. Ip=1.0 B. THE INSTALLER IS TO VERIFY ALL LOCATION DIMENSIONS PRIOR TO THE START OF 2220 S Tacoma Way THE INSTALLATION. Tacoma, WA 98409 Scope of Work: Supply and Install (86) Bays of Pallet Rack per C. ALL FRAMES AND POSTS ARE TO BE PLUMB. ALL BAYS TO BE SQUARE. Reg: CC MRRACRL924BN Seismic Calculations, Stamped Floor Plan and Detail Sheet D. THIS STRUCTURE IS TO BE ADDED TO AN EXISTING BUILDING. IT IS DESIGNED AS A UBI: 602-779-014 Special Anchor Inspection is Included. FREE STANDING STRUCTURE AND IS NOT TIED TO THE BUILDING, OTHER MECHANICAL, Contact: Brendan Eason ELECTRICAL,PLUMBING AND FIRE SUPPRESSION ARE TO BE PERMITTED SEPARATELY. Phone: 425-207-0058 w a E. INSTALLER IS TO SET UP ONE BAY FOR APPROVAL AND SIGN-OFF Engineer: Parcel Information: BY THE CUSTOMER PRIOR TO COMPLETING INSTALLATION. APPROVAL AND SIGN-OFF Basil Kattula '""""" Parcel#: 31052200102301 P.E. - S,E, ID # 12660 0Wk INCLUDES RACK POSITION AND BAY CONFIGURATION AND IS NECESSARY TO PREVENT Wx-x Site Address: 6015 180TH ST NE ARLINGTON WA 98223 21122 126th Ave SE _ '� COSTLY SYSTEM RECONFIGURATION. o��o=-Ya Owner Name: SCG 180TH ST INDUSTRIAL PARK LLC Kent WA 98031 =�ow�=� _ .ww Owner Address: 8201 164TH AVE NE STE 200, REDMOND, WA 98052 HIGH PILE STORAGE NOTES: Phone: 206-851-7303 = oo= Legal Description: Section 22 Township 31 Range 05 Quarter NE SEGD FOR TAX WINSUPPLY INC OCCUPIES THIS ONE STORY BUILDING Special Anchor Inspectors. oas;o&owga PURP ONLY 40,282SF OF BLDG ONLY FOR CIM EXEMPTION ON FDP: PAR A =S<1< d WAREHOUSE. THE PROPOSED STORAGE TYPE FOR THIS AAR Testing `a��o PER CITY OF ARL BLA FILE NO PLN-427 REC UND AFN 201804265001 BEING BUILDING IS RACK STORAGE, SCOPE OF WORK FOR THESE 7126 180th Ave NE ca LO PTN SW1/4NE1/4 REFER TO 31052200102300 FOR REMAINDER PLANS IS LIMITED TO THE HIGH PILE STORAGE RACK AREA Suite C-101 FOR WINSUPPLY INC. Redmond WA 98052 OQ Vicinity Maw Phone: 425-881-5812 ' APPLICABLE CODES: N o BUILDING DESCRIPTION: 2021 IBC � M S-1 STORAGE OCCUPANCY FOR THE HIGH PILE STORAGE U w NFPA 13 2016 ti .a IN THIS SCOPE. NFPA 72 2016 vi BUILDING AREA APPROXIMATELY: 17,928 SQUARE FEET w PROPOSED STORAGE AREA APPROXIMATELY 15,187 SQUARE r FEET FOR THIS SCOPE OF WORK. U_ h Al W FIRE PROTECTION NOTES: • o Liuz r_- �. �- 1. EARLY SUPPRESSION FAST RESPONSE (ESFR) SPRINKLER SYSTEM. a ti a 2. TEMPERATURE RATING OF SPRINKLER HEADS: TYCO K25.2 - 160°F. � oUi 3. TYPE OF PRODUCT: CLASS I-IV; PLUMBING SUPPLIES & FIXTURES SUCH AS WATER HEATERS, METAL, PLASTIC & CERAMIC FITTINGS, FAUCETS AND TUBS ON STANDARD WOOD PALLETS. NON ENCAPSULATED. NO SOLID DECKING. t Area Qfw rk, 4. TOP OF STORED PRODUCT NOT TO EXCEED: SEE PAGE 3 OF THESE PLANS. cz a z r y 5. APPROXIMATE CEILING HEIGHT: 28'0" .... 24'0" TO TRUSSES. 0. F • EXITING NOTES: o 1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. o . ' ► F 2. EXTERIOR EXIT DOORS TO BE MARKED PER APPLICABLE CODE t" LJ M Z N CN CAPACITY PLACARDS : 00 k g MAXIMUM � _� Q 0' 8 "" X 11" LAMINATED PLACARDS © ,ckig.apacltiesarePorundamaged FIRE EXTINGUISHERS: - 2 5 LB ABC FIRE EXTINGUISHERS a © Damage reduces the rack capacity. t - RMI FORMATTED CAPACITY PLACARDS STATING: CAPACITY: VISIBLE AND ACCESSIBLE MOUNTED NO HIGHER Q� - CALCULATED LOAD CAPACITY PER SHELF LEVEL. p compo..msPlacedamaged THAT 44" TO TOP OF EXTINGUISHER. THEY SHALL _ 0 L rn� c a - IFC-13 PRODUCT COMMODITY CLASSIFICATION. Itisthe responsibility of the owner to BE LOCATED ALONG NORMAL PATHS OF TRAVEL, City of Arlington 'o - MAXIMUM ALLOWABLE STORAGE HEIGHT. © alr_dinaamhane;thatevalidate= 2 00o LBS o `D a " this plaque Information. INCLUDING EXITS, AND THE TRAVEL DISTANCE TO Building Department DRAWN BY. THE EXTINGUISHERS FROM ANY GIVEN POINT SHALL APPROVED BE PER BEAM LEVEL NOT EXCEED 75 FEET. Kevin Olander-01/14/2026 SCALE: No changes authorized unless approved by Commodity Classification: the Building Official DATE: MRRACKS JCLASS I-IV 12/10/2025 DRAWING NO: n,om,at,o�, TOP OF STORED HEIGHTCHECKED BY.22<t Tacma Way, WinsnpplyInaNOT TO EXCEED: 20' 0" Tacoma,0'058 9 1""", 6015 11th Ave NE a101 racks.corn Arlington,WA 98223 14C2'5"2'0't7 Ww m SHEET NO. 1 OF 5 SHEETS MAXIMUM PILE EGRESS ANALYSIS: NOTES: A:EGRESS PATH"A"--145 FEET. 1. ALL PALLET RACK POSITIONED TO LEAVE A 6"FLUE SPACE VOLUME(CB. FT.): MINIMUM ON ALL SIDES WHEN LOADED. m B:EGRESS PATH"B"--159 FEET. � A:29,000 cb.ft. 2. NO SOLID SHELVES.WIRE DECKS ARE PROVIDED. 2 B:28,055 cb.ft. 3. WAREHOUSE AREA IS APPROXIMATELY 15,187 SQ.FT. N C:1,404 cb.ft. a - 25'-- --42'-6" 42'-6„ 42'-6„ 42'-6" m C I F ua o �ozG ,. r----m u x____�__________ _________________________________� a x a a d u N (E) SPRINKLER 3 i '�FQ� i i i 2 _______________ z3 �-000� RISER & i N i az��i"-'��� oQ�a,�FzzoY E L ROOM CTRICAL L 42"X 96' L 42"I X 96' L 42"X 96' L 42"X 96' N L 42"X 96' L 42"X 96' oz a a =z a g s =zzooW� a=aauaS CO 42"X 96' 42"X 96' 42"X 96' 42"X 96' 42"X 96' 42"X 96'I ----L_-----E Egress Path B- -159'------ - -- o 0 z; I i N I i K K K K K K � i I g 3 L__-------- Pile Volume C: 1,404 cb.ft. Z v J 42"X 96' J 42" � o CCm w T ---------J Pile Volume A:29,00 cb.ft. n m � I Egress Path A 145' r-----------------1.. -- _ -_ -----------------------� Z _..__ ___________________________________ i _ w I a, H 42"X�96' 42' X 96' 42' X 96" 42"X 96" 42"X 96" 42"X 96' 42"X 96" 42"X 96" 42"X 96 �42-X i ^� cc_ - - ----- — — �1, e •. O a 42' X 96" 42"X 96' 42"X 96" 42"X 96" 42"X 96 42"X 96" 42'X 96 42"X 96' 42 X 96" 42 X 96" ICI Q Z Gi L_________ ___._. _ r____________________________________________� ; f 0 Pile Volume B:28,055 cb.ft. WAREHOUSE I I _ � 14 x 421I X 96t, 42"X 96" 42"X 96" 42"X 96" 42"X 96" 4211 X 96 42i'X 96'�G 4 G 42"X 96' G 42"X 96'z V V i M T 96 42 X 96 42 X 96 42"X 96 42"X 96' 42 X 96 42 X 96 42 X 96" 42"X 96 42" OFFICE p 4 "X 96' p 42"X 96 p 42"X 96' p 42"X 96' p 42"X 96' p 42"X 96' p 42"X 96' p 42"X 96' p 42"X 96" 42' X 96' ^' V) ^--- ---------------------------- ------------t- ------' _. Zr I (V C 36"X 96' C 36"X 96 g 3 "X 96' g 36"X 96"I p 36"X 96'I q 36"X 96 q 36"X 96' Fi 36"X 96' A 36"X 96' q 36"X 96"A 36"X 96' A 36"X 96" c > rn oT '10 - - - - - - _ -- LJ - - - - 10� � aa � Adjacent tenant this side Qo_ o -LO CL < { DRAWN BY.BE l CA City of Arlington �E��`, �� SCALE: ��� Building Department I w���� >�`.'�� 1/8" = 1'-0" APPROVED ��•3 lv DATE: Kevin Olander-01/14/2026 12/5/2025 No changes authorized unless approved by DRAWING NO.- the Building Official Approved: Revise and Resubmit:_ Approved as Noted: Not Approved: CHECKED BY.• Company: gy. SHEET NO. Title: 2 Racks are NOT to be Loaded Prior to Final Buildin and Fire Ap2roved Inspections - Customers Initial. Date: OF 5 SHEETS 8 8' �8 RACK ELEVATIONS C- �� 8 - - �� 0 i; LID io io iD rn N o0 C bo i-I ct A r- N 00 0) �i - o�z 0o F., n - ^ 2g:::!G d _ zxog Q, > -W-N.-E20, , I ,j o N N N �a5�oi?o5 Front View 00 Front View 00 Front View Front View Type A Type B Type C Type D Co 100 Ib CAPACITY PER LEVEL 100 LB CAPACITY PER LEVEL 100 LB CAPACITY PER LEVEL 600 LB CAPACITY PER LEVEL of Side View TOS 18'0" TOS 18'0" TOS 20'0" TOS 18'0" o Type A, B C 8 _—I I~ 8 �I ~8 yl 8 m ` h m fCIO � 8' m ^ti FLU `1 Cr V • O Uo F 0 o O r7 of °1 - U c� l0 O N O zn m M L�—[— — Front View Front View Front View City of Arlington Front View g Type E Type F Type G Building Department Type H Side View 600 LB CAPACITY PER LEVEL 600 LB CAPACITY PER LEVEL 1S00 LB CAPACITY PER LEVEL APPROVED 2000 LB CAPACITY PER LEVEL Kevin Olander-01/14/2026 Type E,F,G, H TOS 20'0" TOS 18'0" TOS 20'0" TOS 20'0" 1v„ No changes authorized unless approved by the Building Official t t jz,r12C6p ` - 8' O 8' 8' �� 1 L EN l o Z N a 4 U Q Q W TO U O Q00 l0 l0 LD O 7 U1+- � LO_ � N d 00 � cOQd �—I O W DRAWN BY' BE N SCALE: O0 AS SHOWN ZT DATE: N iv 12/9/2025 DRAWING N0: Side View pp CHECKED BY.. Type: D,J, Front View Front View Front View Front View K,L,M Type J Type K Type L Type M " SHEET NO. 1500 LB CAPACITY PER LEVEL 600 LB CAPACITY PER LEVEL 600 LB CAPACITY PER LEVEL 2000 LB CAPACITY PER LEVEL 3 TOS 20'0" TOS 18'0" TOS 18'0" TOS 20 0 OF 5 SHEETS BRACKET ASSY. 21/2g� AS NOTED BEAM DETAILS STRUCTURAL NOTES: TYP. - - -� 18„ - O O 1. RACKS ARE MANUFACTURED BY KINGMORE MFG.OF LA PUENTA,CA OR EQUAL. BRACKET ASSY. - 2 3/4" 2. MINIMUM YIELD(Fy)AND ULTIMATE(Fu)STEEL STRENGTHS FOR SELECTIVE RACKS SHALL BE AS FOLLOWS o 3" AS NOTED 1" (a)BEAMS AND STRUTS FyCOLUMNS Fy=55k70ksi. 0ksi. a Sn (b)BRACING STRUTS Fy=55ksi Fu=70ksi. W 6" ® - ® TYP. 1g (c)BASE PLATES Fy=36ksi Fu=58ksi. m 0 1/$ 3, MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE:AS SHOWN ON THE ELEVATION SHEET PAGE 3 OF M ❑® ® ❑ THESE PLANS. a ❑ 4. CONCRETE SLAB IS GIVEN AS 6"THICK WITH fc'=3,000 psi. ® ® 4❑ O ® I ® 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1,500 psf FOR GRAVITY LOADS. TYP 6. ANCHORING: ED 5" -TIE-DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT II WEDGE ANCHORS. $ IC BEAM SECTION 16 GA THK. " -PERIODIC SPECIAL(INSPECTION IS REQUIRED AND SHALL BE COMPLETED PER ECC E PLACED DIAGONALLY. SR-3037 Q ASTM A572 GR50 ® ® 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE DESIGN CAPACITY AT CONSPICUOUS ^ LOCATIONS. BEAM DETAIL 1/$" TYP. 8. IF ANY DISCREPANCY OCCURS,CONTACT THE ENGINEER FOR CLARIFICATION. o m o G a o ® + 9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2021 IBC SEC 2209,THE ANSI MH-16.1,2012 CODE,AND SEC a w 3 o � RACK TYPE:A B 15.5.3 OF SEI/ASCE 7-16 USING THE ASD METHOD WHERE: o�_azGYd -BEAM SECTION 14GATHK. 1/2" V=0.70 C I W AND I =1.0 (RESTRICTED AREA-NO PUBLIC ALLOWED) o N z w w s p s ASTM A572 GR50 p Ss=1.011 Cs =2.5 Ca/R AND Ca=0.324 FOR THE GIVEN ADDRESS AND SITE CLASS D(DEFAULT). z 3 a m o s S1=0.36 32i a20 = BRACKET ASSY. 21/2'" BEAM DETAIL R= 4.O TRANSVERSE(BRACED)DIR. F =1.2 o.u°aa'uzo �oo�z~owE i� AS NOTED -� R= 6.0 LONGITUDINAL(MOMENT)DIR. a ~ _ I I 18" RACK TYPE: H CO TYP. LO 1/2" DIA.4 HOLES 10. PROJECT HAS NO FIELD WELDING,ALL WELDING I5 COMPLETED IN THE SHOP BY LICENSED WELDERS. p p p CT 11. THERE ARE NO SHOP DRAWINGS FOR THIS PROJECT. THIS DRAWING SHALL SERVE AS THE PROJECT SHOP 7/16 UNC X 1 LG DRAWINGS. 4" HEX HEAD BOLT& NUT 12. FACILITY IS NOT OPEN TO THE PUBLIC. h 13. CAPACITY PLACARDS ARE SUPPLIED STATING CALCULATED PER SHELF CAPACITY,PRODUCT CLASSIFICATION BEING 6" ® � � + 1 1/2 -j--- AS NOTED f-- �-={ 1 9/16" T � - STORED,AND MAXIMUM ALLOWABLE STORAGE HEIGHT.0 O l , Z ICO FIRE PROTECTION NOTES: a o ® ® ❑ O 3 3/ 4 1/8' 1. EARLY SUPPRESSION FAST RESPONSE(ESFR)SPRINKLER SYSTEM. r' 1/8" TYP. 2. TEMPERATURE RATING OF SPRINKLER HEADS:TYCO K25.2-160°F. - - - - 3. TYPE OF PRODUCT:CLASS I-IV;PLUMBING SUPPLIES&FIXTURES SUCH AS WATER HEATERS,METAL, n oac �. ____ ' lip- PLASTIC&CERAMIC FITTINGS,FAUCETS AND TUBS ON STANDARD WOOD PALLETS.NON ENCAPSULATED. • r --BEAM SECTION 16 GA TH K. NO SOLID DECKING. ASTM A572 GR50 7/8 12GA THK. 4. TOP OF STORED PRODUCT NOT TO EXCEED:SEE PAGE 3 OF THESE PLANS. w 5. APPROXIMATE CEILING HEIGHT:28'0"....24'0"TO TRUSSES. vn h BEAM DETAIL ROW SPACER DETAIL U EXITING NOTES: d Coo � RACK TYPE: C, D, E, F, G, �j N RACK TYPE: E, F, G, H 1.EXTERIOR DOORS ARE 3'SWING TYPE WITH LOCKING KNOB WHICH REQUIRES U J, K, L, M NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. • 0 2. EXTERIOR EXIT DOORS TO BE MARKED PER APPLICABLE CODE Q d w 375 R FRAME DETAILS 3/16" o o c 0 EQ D C�D. 3" C�:D c:�:D Q � aF ® 1/8" `2 1/2" CO 2"TYP. 'I 2 1/2" �- 3/8"THICK AS NOTED - --._ :-1/4" REF. 8" 7/8 Imo-311_�{ ® --12+ GA. THK ❑ ❑ ❑ ❑ 11/16" a in 3 3 >® � � Q5/8" D n03/8" D O O O O +� Moo 'a cn 5 8" r 1 15/16" --1/21I 3/16" TYP BRACING CONNECTION DETAIL .531 SQUARE-' ---___ Q� v ATTACH W/ (1) i6"O X GR, 5 BEARING BOLTSWELDED BASE PLATE A ALL RACK TYPES COLUMN DETAILS 3/8" ALL RACK TYPES � a ------------ 0 - - - ---- -- As NOTED - _ ALL RACK TYPES 5 1/2 it DRAWN BY: BE 03/8" D City of Arlington O n SCALE., i ';,s Building Department AS SHOWN�� � ��� --19/16" 11 APPROVED �- DATE.12/9/2025 16 GA. THK BRAVING No;15/16" ' -3/8" No changes authorized unless approved by � ANCHOR DETAILS the Building Official �❑�)��'� CHECEEB BY COLT SHEET N0. COLUMN STRUT U ALL RACK TYPES SEE NOTES FOR DETAILS 4 OF 5 SHEETS CANTILEVER RACK ELEVATIONS TYP 3 REF 4 REF-�--� STRUCTURAL NOTES: 51 - 1. RACKS ARE MANUFACTURED BY LODI METALTECH OF LODI,CA OR EQUAL. o 2. MINIMUM YIELD(Fy)AND ULTIMATE(Fu)STEEL STRENGTHS FOR SELECTIVE RACKS SHALL BE AS FOLLOWS TYP 1/4 A36 FLAT BAR (a)COLUMNS,ARMS&BASES Fy=36ksi Fu=58ksi. 1/4 (b)BRACING STRUTS Fy=36ksi Fu=58ksi. z 3. MAXIMUM RACK LOAD 250 LBS PER ARM. 4. CONCRETE SLAB IS GIVEN AS 6"THICK WITH fc'=3,000 psi. y 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1,500 psf FOR GRAVITY LOADS. rT 6. TIE-DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT II WEDGE ANCHORS.USE TWO(2)1/2"o X 5 1/2"ANCHORS c WITH A 3-7/8"EMBEDMENT PER BASEPLATE AT FRONT END OF BASE AND AT BASE TAB ANGLE.PERIODIC SPECIAL TYP INSPECTION IS REQUIRED AND SHALL BE COMPLETED PER ICC ESR-3037. s 2 9 G, 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE DESIGN CAPACITY AT CONSPICUOUS00 c LOCATIONS. 8. IF ANY DISCREPANCY OCCURS,CONTACT THE ENGINEER FOR CLARIFICATION. °'>h d' 9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2021 IBC SEC 2209,THE ANSI MH-16.3,2016 CODE,AND SEC o W k 15.5.3 OF SEI/ASCE 7-16 USING THE ASD METHOD WHERE: o m o X 3 u o V=0.70 C I W AND I =1.0 (RESTRICTED AREA-NO PUBLIC ALLOWED) T S p S p Ss g=3�„b�� � z i Cs =2.5 Ca/R AND Ca=0.324 FOR THE GIVEN ADDRESS AND SITE CLASS D(DEFAULT). o z a w o N S =0.36 ��s6au�ao z3�wo0o� R= 1.5 DOWN-AISLE(BRACED)DIR. 2 1 0- F =1.2 m R= 1.0 CROSS-AISLE(MOMENT)DIR. a gz��oo„or ar�zag so�zz owe �aauco 10. PROJECT HAS NO FIELD WELDING,ALL WELDING IS COMPLETED IN THE SHOP BY LICENSED WELDERS. ffi, - ---- 11. THERE ARE NO SHOP DRAWINGS FOR THIS PROJECT. THIS DRAWING SHALL SERVE AS THE PROJECT SHOP � DRAWINGS. o -_ 12. FACILITY IS NOT OPEN TO THE PUBLIC. o D a 13. CAPACITY PLACARDS ARE SUPPLIED STATING CALCULATED PER SHELF CAPACITY,PRODUCT CLASSIFICATION BEING TTTT STORED,AND MAXIMUM ALLOWABLE STORAGE HEIGHT.E HE `o`t _�° Ln FIRE PROTECTION NOTES: m � (0 t 1. EARLY SUPPRESSION FAST RESPONSE(ESFR)SPRINKLER SYSTEM. N m (n TYP 3 2. TEMPERATURE RATING OF SPRINKLER HEADS:TYCO K25.2-1601. ov 3. TYPE OF PRODUCT:CLASS I&GROUP A;COPPER AND PVC PIPES.NON ENCAPSULATED.NO SOLID 1 _-.. . .. N TYP DECKING. U r...l 4. TOP OF STORED PRODUCT NOT TO EXCEED:9'0". n nr 5. APPROXIMATE CEILING HEIGHT:28'0"....24'0"TO TRUSSES. s II 71/2 ! 1 1/4 EXITING NOTES: v z 4 10 - __ __ o __ __ 1.EXTERIOR DOORS ARE 3'SWING TYPE WITH LOCKING KNOB WHICH REQUIRES U NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. N N Front View Side View 3 r nP 2. EXTERIOR EXIT DOORS TO BE MARKED PER APPLICABLE CODE I�1 C U .179 THK ASTM A570 GR36 1/4 • O w Type N Type N CAPS-072-C < x COLUMN DETAIL z cl; O o U 1/4 1 $ TYP TYP / 1 3 4 _ TYP 2 2 4 f -4 2-1/2"_. 2_1/2��tYP• F - t � a .. 1/2 / as 6 114 TYP $ 21/2 8 1/2 88' 1/4 3 1/2 1 1/4 [Lj _ - o 10GA 4 4 1/4 x 2 1/2 x 2 1/2 A36 STRUCT ANGLE C-Section N a ti7----------- City of of Arlington E M v t Y 9 vp• 10GA ASTM A570 GR40 TYP 12GA ASTM A570 GR45 a W N 11/2-9 Building Department Z C 4 o 00 5$ 1/16 �-- a 1/z z TVP APPROVED > rn U Kevin Olander- 01/14/2026 0. "y c � 1 7/8 8 3/16 48 3 CA-48-A No changes authorized unless approved by > o L_ o _�� 4 tYP• 5 ARM DETAIL the Building Official o �-� o > 3 TYP 0-- �- -. 75 7 0)7_ T 1 3/4 C:) 43 3/S 3 ------ DRAWN BY.'T 8 9/16 DIA 11 16/ -•;r BE � +� v\v,J 3 SCALE: 1/2-13UNC-2ATHREAD 1/4 AS SHOWN - - - DATE: -- ----- 12/9/2025 I 2 �l 5 4/ DRAWING N0: TYP 1/2 TYP 3/16 71/4THK A36 FLAT BAR TYP 4/HOLEIS 12�i2 2 1/4 CHECKED BY. 1/2 DIA A36 ROUND BAR CAXR X-BRACE DETAIL 14GA ASTM A570 GR45 SHEET NO. CAHB RACK DETAILS SE DETAIL OF 5 SHEETS Job Tine Ld 1/1J S V PA Lq -A-/L LI,4J G i&J J WA By 47f- Date 12--2-0 2-5 Job No. 3 Subject C r-5 5Ct--C- L--T t V e LC-Vr-JL PA'&-S Checked Sheet of S City of Arlington Building Department APPROVED Kevin Olander- /14/2026�Zg1G,0 Op 4C" W J��JA T D � ZO�� DSC tug � No changes authorized unless approved by y r f n D `n /(^!Y`��Z,. 400C * Sc� aP A� -7'14 JUS/A7 the Building Official 6LA Fb� `.�8 t� .0�700QS � p �Q � .Zp = t rJ 1s Nor apt Tta T /�Ltc. I. D.11 1roiQ -,141-- FA-CLU TYI 01MZZ!, O, C 126-0 - - - ...• —+- �► Ffl/L 9t-I& Z>C-FALLLT �g0Cc�) a��t , v,- 2 L .b LoAJ r. (.tit oht) ;biA V L o. �3S Ws , `4Aw-, jLAtk -Lo*-I.) lea L&ve-L JOcA 10,0r=A or- AEA.Ks s144 d ; tb) 1 A ck-s 7L/PE D/ E t�� t� L. - 8® Li 5 . Sat : 0.8 o,ct - tc-)AA4ca T PE 4 4 J 1I l.�s rk ('� tisE J,co M I� �r 2C-errors: P� 't 2aoo t�3s , _ k — (213)+10 f 4:r .r 46q.ct I .r OIL Z & 3 T E t�v a�t. y v = o,4L241ce 2.t6�' f tr _ sIC2 tr t7 5 L(L-3©3-j Wt�t� Spec-iAL spEc7'ta,�1 .-- U� In„=��� r ! � 3t� t �� $ (10 S S4 z (9.`� ,ALL 15mtues &Aa IC 11(. �S�r�4xtro GA e-SE-CnoAl s 141774 318 47U" !2-t t.off A 42,<� Cr-k s tt) /,, cD, -Sf- - t2. Job Title By T7"-' Date 1 2" zo v— Job No. 'Z 4®?' Subject Checked Sheet �' of ►�fl!.T J°�/�c)l' a A-) ! re?b kse L:A�S� SLA-6 ��t� ° /!ys V— corkp,pe - `64- � �3A-s a �O LA avi AA-c- Ap p USC f�— M _- C4-e)C2.s}Z/z P.1Q2r + = 0 , !q „— D le. R C TUA t_ TW 1C.k- CD10L2C-T SCnGi Ana - '�� 3�0ac� �s4 eta SotL hC Ak 1,4 G - - - +_ Vt s o. r�+ca�a- �� 1,43 3/2 l'�J _ :c -- e I � l Z- A 200 9`rA � � s �s��. &I's _ � d, 7, _ Job Tdle By (j 1 Date t 2 2Jb 2� Job No. 2-6 d 3 Subject Checked Sheet 3 of eoC.UN1NS' � 3L��3yx D.lb y c SEc,7®,�,JS a)��d InJ mc-nc/�,t S7-jrr-C-AJ �r �2 • 6,-152 i"' �k� ©.-Iq4 C.OL�f' : 0.2'I3 '3 . - . bo3g1_ ` : o QT 44 - + ,a a 3 � 3 ,o ='7 4, 23 fig) Cps e,4-,A7-1L'al fit.9A-C s 2,D21 Zgc- t 77�0 ?Z'(' 2 U/J u Sc--,4 S.S.3 ® / ci 77-14 �,UvodG - 1 4f W C'rz r p b.1 s /a`;Oo V "�,�� .Lip�C1r -+-•- $OCT m. '- -- . �2 1.0 cuss Acs4- k,&44 . 1*�l OA /�f1,vu f Z�e T.Y[tom 7`v s ¢ , 4 @ �L� TAP ,JG Th. I � x Ob 77i m PA t-r Job Title B 12- Zo Y Date Job No. a Subject Checked Sheet of v = o.2' E©lVA4As ,ate 10 ad 7709 sue:1-8,.i s A - Mc s2'[.Sc7 k Set- � . . . .. . - P-N z Sx o.2S© �4T , , jy. t2� •�� �'' e- I .cm -to OVA r t N k ct 2. All JIM ON i�6LS . .3x 3 x 14t GA s , m Job Tide By Date I Job No. 2LO 3 Subject Checked Sheet 5 of VA 7 —— VCA C-A �Z�-rl -+- e.AT A_ n t; � 1- 4 �•v z' S�fn 6A WG-o4k: A,,JU (L C�Z/�y ,�c.-�. @ ; aaz a __m ram-A A s c z- A < . n� vSktt tr p T. ck EIL 41 A � l,tt� x �o.loxs� k a t 0l: C-A LCS ct. t t, 4.10 SQtL. %ChLln1 6 Ak, _ �2td4- �a .(� -�- � ,�`��.�/�-� � 7.�35 F"' 4rtk( tot( WASHINGTON Permit Information - - , 1 'nformat;^ Permit# 25-0108 Parcel # 31052200102301 Building ID Location 6015 180TH ST NE Permit Type Commercial Permit Use Racking Zone Permit # Subdivision Applicant Name Brendan Eason Address 2220 S Tacoma Way Applicant Email brendan@mrracks.com Phone 3608401512 Cell Owner Name SCG 180th ST Industrial Park LLC Address 8201 164TH AVE NE STE 200 REDMOND, WA, 98052 Owner Email Phone Cell Contractor Mr. Racks LLC Address Contractor Email Phone Cell . ...r_._, ............_.. Type/Improveme Alteration Accessory/Struct nt ure Current Use Proposed Use Current Zoning 14 Proposed Zoning Project Cost 73419.00 Project Value 73419.00 Current Use And Install 86 bays of pallet racking Proposed Changes Lot Width Lot Depth Map Number Total Area of Building &Accessory Total Area of All Man-made Improvements Structures (Sq Ft) (Sq Ft) General Notes Restrictions/ Variances @ Community Development Online Portal Page 1 of 6 March 20, 2026 04:23PM WASHINGTON Structure Information Structure Type # of Stories Usable Floor Area (Sq Ft) Structure Height # of Units Load per Floor (Lbs) Sign Dimensions # of Bedrooms # of Bathrooms Occupancy With Chairs Tables & Chairs Empty Room Foundation Foundation Type Footing Depth Material Foundation Information Setbacks Front& Setbacks Right & Rear Left Sides Setbacks Information Water Utility Public Sewage Utility Public Gas Utility Public Electric Utility Public Driveway Width # of Off Street # of Off Street Parking Loading Miscellaneous Information ©Community Development Online Portal Page 2 of 6 March 20, 2026 04:23PM WASHINGTON Contractors License # Business Name Type Contact 602 779 014 Mr. Racks LLC Out of City Brendan Eason ©Community Development Online Portal Page 3 of 6 March 20,2026 04:23PM WASHINGTON Inspections Inspection # Inspection Type Status Date Inspector 26-0077 Commercial - Racking Pass February 6, 2026 Kevin Olander Final ©Community Development Online Portal Page 4 of 6 March 20,2026 04:23PM 4rtk( tot( WASHINGTON Contacts Contact Name Type Project Address Phone SCG 180th ST Industrial Owner 8201 164TH AVE NE STE Park LLC 200 REDMOND, WA, 98052 Brendan Eason Others 2220 S Tacoma Way 360-840-1512 Brendan Eason Others 2220 S Tacoma Way 360-840-1512 Brendan Eason Applicant 2220 S Tacoma Way 360-840-1512 Mr. Racks LLC Contractor 2220 S Tacoma Way, 206 851 7303 Tacoma, WA 98409 ©Community Development Online Portal Page 5 of 6 March 20, 2026 04:23PM 4rtk( tot( WASHINGTON Fees Fee Type Date Debit Credit Balance Permit Fees December 16, 2025 $0.00 $0.00 $794.22 $-794.22 $1,265.72 $-2,059.94 T O T A L $0.00 $2,059.94 $-2,059.94 ©Community Development Online Portal Page 6 of 6 March 20, 2026 04:23PM i COMMERCIAL MISCELLANEOUS PERMIT APPLICATION Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 •Phone (360)403-3551 Building Permits are required for the following commercial construction. Complete the appropriate section for the permit type. Type of Permit: ❑ Deck ❑ Fence ❑ Hot Tub/Spa/Pool ❑ Retaining Wall ❑■ Racking ❑Other Property Address: 6015 180th ST NE Arlington, WA 98223 Project Valuation: 73419 Lot#: Parcel ID No.: 31052200102301 Subdivision: Project Scope of Work: Supply and Install (86) bays of pallet racking, 42" or 36" deep x 96" wide x 192" tall bays. Primary Contact: ❑ Owner ❑ Architect ❑ Engineer ❑■ Contractor Owner Name: SCG 180th ST Industrial Park LLC Office No.: Email Address: mbalicki@smartcapgroup.com Cell No.: 2065845257 Mailin Address: 11000 NE 33rd PI#300 Bellevue,WA 98004 Cit : Everett State: WA Zip: 98206 Architect Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Engineer Name: Basil Kattula Office No.: 206-851-7303 Email Address: bkattula@hotmail.com Cell No.: Mailing Address. 21122 126th Ave SE city: Kent state: WA zip: 98031 Professional License Number: 12660 Expiration Date: Contractor Name: Mr. Racks LLC Office No.: 425-207-0058 Email Address: brendan@mrracks.com Cell No.: 360-840-1512 Mailing Address: 2220 S Tacoma Way City: Tacoma State: WA zip: 98409 L&I Contractor License Number: MRRACRL924BN Expiration Date: 1/19/2026 I hereby certify that I am the ❑ Owner ❑Architect ❑ Engineer ❑■ 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. Brendan Eason 12/15/2025 Signature Print Name Date FOR STAFF USE ONLY PERMIT# ACCEPTED BY: DATE STAMP ❑ Decks ❑ Fence Requirements 10 feet Standard Lot Fence: Fences and hedges shall not V�) 42-inch-high fence exceed 42-inches for ten feet from the ultimate right- > 6-foot-high fence of-way along front and exterior side yard lot a Sidewalk boundaries adjacent to public streets. o U_ a 10 feet I� 25-foot site ———— triangle 30-inch-high fence Corner Lot Fence: Fences and hedges shall not exceed 42-inch-high fence 30-inches in the 25-foot site triangle. Outside of the 25- 6-foot-high fence g foot triangle the fence may be 42-inches. For 6-foot fences the fence needs to set in ten feet from the ultimate right-of-way along exterior side yard lot boundaries o�. to feet adjacent to public streets. I � I \ — Public or Private Street ❑ Hot Tub/Spa and Pools • Submit 2 plan sets and electronic file of submittal requirements (pdf) ❑ Retaining Wall • A permit is required is the retaining wall if the wall is over 48 inches in height from the bottom of the footing to the top of the wall,or if the wall is intended to be structural to support a structure or parking lot. • Submit 2 plan sets and electronic file of submittal requirements (pdf) ■❑ Racking COMMERCIAL BUILDING PERMIT APPLICATION For Instruction/Checklist,please click here PLEASE DO NOT REFILL THE FORM IF ALREADY FILLED AT THE TIME OF APPLICATION, PLEASE USE THE COMMUNICATION WITH AGENCY TAB TO UPADTE US WITH ANY CHANGES. Site Address: 16015 180th ST NE Arlington, Project Name: Winsupply Inc Pallet Rack Project Valuation: 73419 Project Scope of Work: I Supply and Install (86)bays Description of New Tenant Business Operations: Storage and Distribution of p IBC Construction Type: IIIA IBC Occupancy Type: S1 Building/Space Square Footage: 17982 Number of Stories: 1 Square Footage Per Floor: Ist: 2nd: 3rd: 4th: 5th: I 6th: � Primary Contact: Owner Architect Engineer Contractor Owner Details Owner Name: SCG 180th ST Industrial Par Office No.: Email Address: mbalicki@smartcapgroup.co Cell No.: 12065845257 Mailing Address: 1 11000 NE 33rd PL#300 City: Bellevue State: I WA Zip: 98004 Architect Details: Architect Name: l Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: mm/dd/yyyy Engineer Details: Engineer Name: Basil Kattula Office No.: Email Address: bkattula@hotmail.com Cell No.: 12068517303 Mailing Address: 121122 126th AVE SE City: Kent State: I WA Zip: 198032 Professional License Number: 12660 Expiration Date: 09/14/2026 Contractor Details Primary Contractor: Mr Racks LLC Office No.: 4252070058 Email Address: brendan@mrracks.com Cell No.: 13608401512 Mailing Address: 2220 S Tacoma Way City: Tacoma State: I WA Zip: 98409 L&I Contractor License Number: ,MRRACRL924BN Expiration Date: 01/19/2026 MECHANICAL SYSTEM INFORMATION Mechanical Contractor: Office No.: Email Address: Cell No.: Mailing Address: 1 City: State: Zip: L&I Contractor License Number: Expiration Date: mm/dd/yyyy Gas Piping Specification Proposed Piping Material: CSST Brass Black Steel Galvanized Steel Other Proposed Piping Size: 1/2" 5/8" 3/4" III l 1/2" 2" Inlet Pressure: Pressure Drop: Specific Gravity: MECHANICAL PERMIT FEES (per unit) Type of Fixture o. of Units Additional Plan Review fees Air Cond. Unit< or equal to 10013tu/h Air Cond. Unit>100Btu/h Air Cond. Unit>500Btu/h Air Handling Units Base Mechanical Fee Boiler<100Btu/h>3hp Boiler>1 million Btu/h<50hp Boiler>1.5 million Btu/h<50hp IF- �Boiler>100Btu/h 3-15hp Boiler>500Btu/h 15-30hp Commercial Hoods -Type I Commercial Hoods -Type II IF- Diflusers Dryer Ducting Ductwork(drawings required) Evaporative Coolers Exhaust/Ventilation Fans Fireplace/Insert/Stove Forced Air Heat< or equal to 100 Btu/h Forced Air Heat>100 Btu/h IF- �Gas Clothes Dryer Gas Fired AC <or equal to 100 Btu/h Gas Fired AC >100 Btu/h Gas Fired AC >500 Btu/h Gas Piping<or equal to 5 units Gas Piping> 5 units (plus<5 units) Heat Exchangers Heat Pump-Condensing Unit Hot Water Heat Coils Miscellaneous Appliance - regulated by mechanical code, not otherwise specified Pkg. Units< or equal to 100btu Pkg. Units>100btu Range/Cook top-Gas Fired Refrigeration Unit < or equal to 100Btu/h Refrigeration Unit>100Btu/h Refrigeration Unit>500Btu/h Re-inspection fee (all) Residential Range Hood Unit Heaters < or equal to 100 Btu/h Unit Heaters >100 Btu/h VAV Boxes (Variable Air Volume, part of air conditioning system) Wall Heaters - Gas Fired Water Heater- Gas Fired PLUMBING SYSTEM INFORMATION Plumbing Contractor: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: mm/dd/yyyy 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. 0 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 JINo. of Units Additional Plan Review fees Alteration/repair piping Backflow Assembly Base Plumbing Fee Bath/Shower Combo Building Main Waste Clothes Washer Dishwasher Floor Drains Grease Interceptor Grease Trap Hose Bibb Icemaker/Refrigerator Irrigation—per meter Kitchen Sink& Disposal Laundry Tray Lavatory Med Gas Piping< or equal to 5 inlets/outlets Med Gas Piping> 5 inlets/outlets (plus< 5 inlets/outlets) Miscellaneous—regulated by plumbing code, not otherwise specified Re-inspection Fee (all) Roof Drains Shower(only) Sink(bar, service, etc.) l Toilets IF Urinal Vacuum Breakers Water Heater Water Heater—Tankless 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. O Air washers Coffee Urn/Espresso Hydrotherapy Equip. O Steam Generators O Carbonated Bev. Dental Equip. O Dye Vats O Fume Hoods Laboratory Equip. O 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 separator? Yes C No O Don't Know Is water used in the business process (washing, rinsing, cooling)? (_ Yes O No Don't Know Does your business require a NPDES permit? Yes No 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. Print Name: Brendan Eason Date: 12/15/2025 HIGH-PILE STORAGE PLAN NOTES: 1. ALL PALLET RACK POSITIONED TO LEAVE A 6" FLUE SPACE MINIMUM ON ALL SIDES WHEN LOADED. 2 (F� 25' 42'-6'' D 42'-6" 42'-6" B 42'-6" A 2. NO SOLID SHELVES. WIRE DECKS ARE PROVIDED. 3. WAREHOUSE AREA IS APPROXIMATELY 15,187 SQ. FT. w N MAXIMUM PILE 12 AMA A11� ;---m--; � __ _ — 12 VOLUME(C B. FT.)• (E) SPRINKLER RISER & IN I I AMR A: 29,000 cb.ft. ELECTRICAL �-) ; ;L 42"X 96'L 42"X 96'L 42"X 96'L 42"X 96'L 42"X 96'L 42"X 96'; ROOM N I i i B: 28,055 cb.ft. p�k I C: 1,404 cb.ft. oW od�< 7N i ZD Egress Path B 159 ',�, -� -m j W 3 J o I I I 42"X 96' 42"X 96' 42"X 96' 42"X 96' 42"X 96' 42"X 96'I r--- -----------------------------------• K K K K K K ; - EGRESS ANALYSIS: d Pile Volume C: i i i z�3'-�w�a O1 1,4114 cb.ft. I I I zz�z�z�w a I A: EGRESS PATH "A" -- 145 FEET. I I J 42"X 96'J 42"X 96'J 42"X 96'J 42"X 96'J I B: EGRESS PATH "B" - 159 FEET. 3o���wLLG- I II oag=�gwor L___ ________ ______________________________________J ; EGRESS PATH : _15 o==a g Pile Volume A:29,00 cb.ft. , i o z'z o w N i Co Egress Path A--145' ----------- ko ------------------------------------~ _________________________________________m 'EXIT,' =--------------------r--------------------------, ;- -- EGRESS EXIT: s,------- o I J - --- 11 96'H 42"X 96'H 42"X 96'H 42"X 96'H 42"X 96'H 42"X 9'H 42"X 96'H 42"X 96'H 42"X 96'H 42"X 96'j 11 N - I - - T ko M G 42"X 96'G 42"X 96'G 42"X 96'G 42"X 96'G 42"X 96'G 42"X 9'G 42"X 96'G 42"X 96'G 42"X 96'G 42"X 96'I I Z Q m W ____________________________________________ ____________________ ___ . i p I _ Pile Volume B:28,055 cb.ft. I WAREHOUSE I °' I , x G 42"X 96'G 42"X 96'G 42"X 96' G 42"X 96'G 42"X 96'G 42"X 9'G 42"X 96'G 42"X 96'G 42"X 96'G 42"X 96' I6 City of Arlington CL TH a = Building Department W O M F 42"X 96'E 42"X 96'F 42"X 96'F 42"X 96'F 42"X 96'g 42"X 9'E 42"X 96'g 42"X 96'E 42"X 96'g 42"X 96' I ~ � I 31'-5$" I APPROVED ^ i OFFICE Kevin Olander-01/14/2026 ^ v ' No changes authorized unless approved by e ' 0 p 4"X 96'p 42"X 96'D 42"X 96'p 42"X 96'p 42"X 96'p 42"IX 96'D 42"X 96'p 42"X 96'p 42 X 96 p 42 X 96, ICI U 0 the Building Official 5 Q d w I L____________ _ ~ C 36"X 96'C 36"X 96'g 36"X 96' - 36"X 96' 36"X 96' A 36"X 96'A 36"X 96' A 36"X 96'A 36"X 96' A 3I X 91 A 36"X 96' A 36"X 96' 10, — Adjacent tenant this side 1,4 PALLET RACK ELEVATIONS: CAPACITY PLACARD: a 8 1'�3�_6�� r�3'-6",, 8 �8 8 Q These capacities are for undamaged> > < MAXIMUM racking. Q Damage reduces the rack capacity. > > ZD op = p p g CAPACITY : o 6 © Repair or Replace damaged x 2 v° components. L0 M o cV _ - Z N 00 C C7 It is the responsibility of the owner to g Q o Side View Side View Side View _ _ ensure that the rack system is not c Q Type A,B,C Type E,F,G,H Type:D,1, Front View Front View Front View Front View 2 — (%) K,L,M Type Type Type Type Front View altered in a manner that invalidates 1001b CAPACITY PER LEVEL 100 LB CAPACITY PER LEVEL 100 LB CAPACITY PER LEVEL 600 LB CAPACITY PER LEVEL Type E T O y this plaque information. Q oo c— TOS 18'0" TOS 18'0" TOS 20'0" TOS 18'0" 600 LB CAPACITY PER LEVEL p q C d TOS 20'0" 21000 LBSC 0-^ zi : Er l LO B' 8. �B'� PER BEAM LEVEL DRAWN BY.• BE Commodity Classification : SAS - - WIR BACKS DATE CLASS I—I V 12/10/2025 LEI - DRAWING N0: = TOP OF STORED HEIGHT CHECIMBY.• Contact Us: Customer Information: Tacoma, A9840ma ' 6015upply Inc. 180thAv NOT TO EXCEED: 20� 0" Tacoma,WA 98409 6015 180th Ave NE#101 SHEET N0. Front View Front View Front View Front View Front View Front View Front View www.mrracks.com Arlington,WA 98223 Type F Type G Type H Type J Type K Type L Type M 425-207-0058 600 LB CAPACITY PER LEVEL 1500 LB CAPACITY PER LEVEL 2000 LB CAPACITY PER LEVEL 1500 LB CAPACITY PER LEVEL 600 LB CAPACITY PER LEVEL 600 LB CAPACITY PER LEVEL 2000 LB CAPACITY PER LEVEL TOS 18'0" TOS 20'0" TOS 20'0" TOS 20'0" TOS 18'0" TOS 11.0" TOS 20'0' OF SHEETS Parcel Information: Parcel#: 31052200102301 Site Address: 6015 180TH ST NE ARLINGTON, WA 98223 N Owner Name: SCG 180TH ST INDUSTRIAL PARK LLC o Owner Address: 8201 164TH AVE NE STE 200, REDMOND, WA 98052 Legal Description: Section 22 Township 31 Range 05 Quarter NE SEGD FOR TAX PURP ONLY 40,282SF OF BLDG ONLY FOR CIM EXEMPTION ON FDP: PAR A PER CITY OF ARL BLA FILE NO PLN-427 REC UND AFN 201804265001 BEING PTN SW1/4NE1/4 REFER TO 31052200102300 FOR REMAINDER Parcel Line: Parcel Area: 324,750 SF okJ Building Area: 133,852 SF Scope Area: 11,348 SF oQ°€0 90 - 9a�p aiiaa°�aV PL-750' W6m�zo .�. ao?Q0000a ucg¢au ;. O O O }= O h Z Co ^K t` V Z O U J 0 U W` j Z o O U C� z h i. Scope of Work F n;• a{= 0 4 A F. V O V) roe fn W M "- -"--"------- Z CV CV (D 00 > cc a �o s Qco p O CL 2 N L LDo � C) Q V 11 DRAWN BY. BE. . SCALE.• 1/32" = 1'-0" City of Arlington DATE.• Building Department 12/5/2025 APPROVED DRAWING NO., Kevin Olander-01/14/2026 CHECKED BY. No changes authorized unless approved by the Building Official SHEET No. OF t SHEETS Analysis and Design of Racks Conform to the 2021 IBC SEC 2209. GENERAL NOTES: Contractor: Racks LLC. The 2012 RMI Code and Section 15.5.3 of ASCE 7-16 Using the A. ALL VERTICAL DIMENSIONS SHOULD BE TAKEN FROM TOP OF SLAB. Mr. 2 i ASD Method: V=.70*C.s*l.p*Ws. Ip=1.0 B. THE INSTALLER IS TO VERIFY ALL LOCATION DIMENSIONS PRIOR TO THE START OF 2220 S Tacoma Way THE INSTALLATION. Tacoma, WA 98409 Scope of Work: Supply and Install (86) Bays of Pallet Rack per C. ALL FRAMES AND POSTS ARE TO BE PLUMB. ALL BAYS TO BE SQUARE. Reg: CC MRRACRL924BN Seismic Calculations, Stamped Floor Plan and Detail Sheet D. THIS STRUCTURE IS TO BE ADDED TO AN EXISTING BUILDING. IT IS DESIGNED AS A UBI: 602-779-014 Special Anchor Inspection is Included. FREE STANDING STRUCTURE AND IS NOT TIED TO THE BUILDING, OTHER MECHANICAL, Contact: Brendan Eason ELECTRICAL,PLUMBING AND FIRE SUPPRESSION ARE TO BE PERMITTED SEPARATELY. Phone: 425-207-0058 w a E. INSTALLER IS TO SET UP ONE BAY FOR APPROVAL AND SIGN-OFF Engineer: Parcel Information: BY THE CUSTOMER PRIOR TO COMPLETING INSTALLATION. APPROVAL AND SIGN-OFF Basil Kattula '""""" Parcel#: 31052200102301 P.E. - S,E, ID # 12660 0Wk INCLUDES RACK POSITION AND BAY CONFIGURATION AND IS NECESSARY TO PREVENT Wx-x Site Address: 6015 180TH ST NE ARLINGTON WA 98223 21122 126th Ave SE _ '� COSTLY SYSTEM RECONFIGURATION. o��o=-Ya Owner Name: SCG 180TH ST INDUSTRIAL PARK LLC Kent WA 98031 =�ow�=� _ .ww Owner Address: 8201 164TH AVE NE STE 200, REDMOND, WA 98052 HIGH PILE STORAGE NOTES: Phone: 206-851-7303 = oo= Legal Description: Section 22 Township 31 Range 05 Quarter NE SEGD FOR TAX WINSUPPLY INC OCCUPIES THIS ONE STORY BUILDING Special Anchor Inspectors. oas;o&owga PURP ONLY 40,282SF OF BLDG ONLY FOR CIM EXEMPTION ON FDP: PAR A =S<1< d WAREHOUSE. THE PROPOSED STORAGE TYPE FOR THIS AAR Testing `a��o PER CITY OF ARL BLA FILE NO PLN-427 REC UND AFN 201804265001 BEING BUILDING IS RACK STORAGE, SCOPE OF WORK FOR THESE 7126 180th Ave NE ca LO PTN SW1/4NE1/4 REFER TO 31052200102300 FOR REMAINDER PLANS IS LIMITED TO THE HIGH PILE STORAGE RACK AREA Suite C-101 FOR WINSUPPLY INC. Redmond WA 98052 OQ Vicinity Maw Phone: 425-881-5812 ' APPLICABLE CODES: N o BUILDING DESCRIPTION: 2021 IBC � M S-1 STORAGE OCCUPANCY FOR THE HIGH PILE STORAGE U w NFPA 13 2016 ti .a IN THIS SCOPE. NFPA 72 2016 vi BUILDING AREA APPROXIMATELY: 17,928 SQUARE FEET w PROPOSED STORAGE AREA APPROXIMATELY 15,187 SQUARE r FEET FOR THIS SCOPE OF WORK. U_ h Al W FIRE PROTECTION NOTES: • o Liuz r_- �. �- 1. EARLY SUPPRESSION FAST RESPONSE (ESFR) SPRINKLER SYSTEM. a ti a 2. TEMPERATURE RATING OF SPRINKLER HEADS: TYCO K25.2 - 160°F. � oUi 3. TYPE OF PRODUCT: CLASS I-IV; PLUMBING SUPPLIES & FIXTURES SUCH AS WATER HEATERS, METAL, PLASTIC & CERAMIC FITTINGS, FAUCETS AND TUBS ON STANDARD WOOD PALLETS. NON ENCAPSULATED. NO SOLID DECKING. t Area Qfw rk, 4. TOP OF STORED PRODUCT NOT TO EXCEED: SEE PAGE 3 OF THESE PLANS. cz a z r y 5. APPROXIMATE CEILING HEIGHT: 28'0" .... 24'0" TO TRUSSES. 0. F • EXITING NOTES: o 1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. o . ' ► F 2. EXTERIOR EXIT DOORS TO BE MARKED PER APPLICABLE CODE t" LJ M Z N CN CAPACITY PLACARDS : 00 k g MAXIMUM � _� Q 0' 8 "" X 11" LAMINATED PLACARDS © ,ckig.apacltiesarePorundamaged FIRE EXTINGUISHERS: - 2 5 LB ABC FIRE EXTINGUISHERS a © Damage reduces the rack capacity. t - RMI FORMATTED CAPACITY PLACARDS STATING: CAPACITY: VISIBLE AND ACCESSIBLE MOUNTED NO HIGHER Q� - CALCULATED LOAD CAPACITY PER SHELF LEVEL. p compo..msPlacedamaged THAT 44" TO TOP OF EXTINGUISHER. THEY SHALL _ 0 L rn� c a - IFC-13 PRODUCT COMMODITY CLASSIFICATION. Itisthe responsibility of the owner to BE LOCATED ALONG NORMAL PATHS OF TRAVEL, City of Arlington 'o - MAXIMUM ALLOWABLE STORAGE HEIGHT. © alr_dinaamhane;thatevalidate= 2 00o LBS o `D a " this plaque Information. INCLUDING EXITS, AND THE TRAVEL DISTANCE TO Building Department DRAWN BY. THE EXTINGUISHERS FROM ANY GIVEN POINT SHALL APPROVED BE PER BEAM LEVEL NOT EXCEED 75 FEET. Kevin Olander-01/14/2026 SCALE: No changes authorized unless approved by Commodity Classification: the Building Official DATE: MRRACKS JCLASS I-IV 12/10/2025 DRAWING NO: n,om,at,o�, TOP OF STORED HEIGHTCHECKED BY.22<t Tacma Way, WinsnpplyInaNOT TO EXCEED: 20' 0" Tacoma,0'058 9 1""", 6015 11th Ave NE a101 racks.corn Arlington,WA 98223 14C2'5"2'0't7 Ww m SHEET NO. 1 OF 5 SHEETS MAXIMUM PILE EGRESS ANALYSIS: NOTES: A:EGRESS PATH"A"--145 FEET. 1. ALL PALLET RACK POSITIONED TO LEAVE A 6"FLUE SPACE VOLUME(CB. FT.): MINIMUM ON ALL SIDES WHEN LOADED. m B:EGRESS PATH"B"--159 FEET. � A:29,000 cb.ft. 2. NO SOLID SHELVES.WIRE DECKS ARE PROVIDED. 2 B:28,055 cb.ft. 3. WAREHOUSE AREA IS APPROXIMATELY 15,187 SQ.FT. N C:1,404 cb.ft. a - 25'-- --42'-6" 42'-6„ 42'-6„ 42'-6" m C I F ua o �ozG ,. r----m u x____�__________ _________________________________� a x a a d u N (E) SPRINKLER 3 i '�FQ� i i i 2 _______________ z3 �-000� RISER & i N i az��i"-'��� oQ�a,�FzzoY E L ROOM CTRICAL L 42"X 96' L 42"I X 96' L 42"X 96' L 42"X 96' N L 42"X 96' L 42"X 96' oz a a =z a g s =zzooW� a=aauaS CO 42"X 96' 42"X 96' 42"X 96' 42"X 96' 42"X 96' 42"X 96'I ----L_-----E Egress Path B- -159'------ - -- o 0 z; I i N I i K K K K K K � i I g 3 L__-------- Pile Volume C: 1,404 cb.ft. Z v J 42"X 96' J 42" � o CCm w T ---------J Pile Volume A:29,00 cb.ft. n m � I Egress Path A 145' r-----------------1.. -- _ -_ -----------------------� Z _..__ ___________________________________ i _ w I a, H 42"X�96' 42' X 96' 42' X 96" 42"X 96" 42"X 96" 42"X 96' 42"X 96" 42"X 96" 42"X 96 �42-X i ^� cc_ - - ----- — — �1, e •. O a 42' X 96" 42"X 96' 42"X 96" 42"X 96" 42"X 96 42"X 96" 42'X 96 42"X 96' 42 X 96" 42 X 96" ICI Q Z Gi L_________ ___._. _ r____________________________________________� ; f 0 Pile Volume B:28,055 cb.ft. WAREHOUSE I I _ � 14 x 421I X 96t, 42"X 96" 42"X 96" 42"X 96" 42"X 96" 4211 X 96 42i'X 96'�G 4 G 42"X 96' G 42"X 96'z V V i M T 96 42 X 96 42 X 96 42"X 96 42"X 96' 42 X 96 42 X 96 42 X 96" 42"X 96 42" OFFICE p 4 "X 96' p 42"X 96 p 42"X 96' p 42"X 96' p 42"X 96' p 42"X 96' p 42"X 96' p 42"X 96' p 42"X 96" 42' X 96' ^' V) ^--- ---------------------------- ------------t- ------' _. Zr I (V C 36"X 96' C 36"X 96 g 3 "X 96' g 36"X 96"I p 36"X 96'I q 36"X 96 q 36"X 96' Fi 36"X 96' A 36"X 96' q 36"X 96"A 36"X 96' A 36"X 96" c > rn oT '10 - - - - - - _ -- LJ - - - - 10� � aa � Adjacent tenant this side Qo_ o -LO CL < { DRAWN BY.BE l CA City of Arlington �E��`, �� SCALE: ��� Building Department I w���� >�`.'�� 1/8" = 1'-0" APPROVED ��•3 lv DATE: Kevin Olander-01/14/2026 12/5/2025 No changes authorized unless approved by DRAWING NO.- the Building Official Approved: Revise and Resubmit:_ Approved as Noted: Not Approved: CHECKED BY.• Company: gy. SHEET NO. Title: 2 Racks are NOT to be Loaded Prior to Final Buildin and Fire Ap2roved Inspections - Customers Initial. Date: OF 5 SHEETS 8 8' �8 RACK ELEVATIONS C- �� 8 - - �� 0 i; LID io io iD rn N o0 C bo i-I ct A r- N 00 0) �i - o�z 0o F., n - ^ 2g:::!G d _ zxog Q, > -W-N.-E20, , I ,j o N N N �a5�oi?o5 Front View 00 Front View 00 Front View Front View Type A Type B Type C Type D Co 100 Ib CAPACITY PER LEVEL 100 LB CAPACITY PER LEVEL 100 LB CAPACITY PER LEVEL 600 LB CAPACITY PER LEVEL of Side View TOS 18'0" TOS 18'0" TOS 20'0" TOS 18'0" o Type A, B C 8 _—I I~ 8 �I ~8 yl 8 m ` h m fCIO � 8' m ^ti FLU `1 Cr V • O Uo F 0 o O r7 of °1 - U c� l0 O N O zn m M L�—[— — Front View Front View Front View City of Arlington Front View g Type E Type F Type G Building Department Type H Side View 600 LB CAPACITY PER LEVEL 600 LB CAPACITY PER LEVEL 1S00 LB CAPACITY PER LEVEL APPROVED 2000 LB CAPACITY PER LEVEL Kevin Olander-01/14/2026 Type E,F,G, H TOS 20'0" TOS 18'0" TOS 20'0" TOS 20'0" 1v„ No changes authorized unless approved by the Building Official t t jz,r12C6p ` - 8' O 8' 8' �� 1 L EN l o Z N a 4 U Q Q W TO U O Q00 l0 l0 LD O 7 U1+- � LO_ � N d 00 � cOQd �—I O W DRAWN BY' BE N SCALE: °P AS SHOWN ZT DATE: N iv 12/9/2025 DRAWING N0: Side View pp CHECKED BY.. Type: D,J, Front View Front View Front View Front View K,L,M Type J Type K Type L Type M " SHEET NO. 1500 LB CAPACITY PER LEVEL 600 LB CAPACITY PER LEVEL 600 LB CAPACITY PER LEVEL 2000 LB CAPACITY PER LEVEL 3 TOS 20'0" TOS 18'0" TOS 18'0" TOS 20 0 OF 5 SHEETS BRACKET ASSY. 21/2g� AS NOTED BEAM DETAILS STRUCTURAL NOTES: TYP. - - -� 18„ - O O 1. RACKS ARE MANUFACTURED BY KINGMORE MFG.OF LA PUENTA,CA OR EQUAL. BRACKET ASSY. - 2 3/4" 2. MINIMUM YIELD(Fy)AND ULTIMATE(Fu)STEEL STRENGTHS FOR SELECTIVE RACKS SHALL BE AS FOLLOWS o 3" AS NOTED 1" (a)BEAMS AND STRUTS FyCOLUMNS Fy=55k70ksi. 0ksi. a Sn (b)BRACING STRUTS Fy=55ksi Fu=70ksi. W 6" ® - ® TYP. 1g (c)BASE PLATES Fy=36ksi Fu=58ksi. m 0 1/$ 3, MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE:AS SHOWN ON THE ELEVATION SHEET PAGE 3 OF M ❑® ® ❑ THESE PLANS. a ❑ 4. CONCRETE SLAB IS GIVEN AS 6"THICK WITH fc'=3,000 psi. ® ® 4❑ O ® I ® 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1,500 psf FOR GRAVITY LOADS. TYP 6. ANCHORING: ED 5" -TIE-DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT II WEDGE ANCHORS. $ IC BEAM SECTION 16 GA THK. " -PERIODIC SPECIAL(INSPECTION IS REQUIRED AND SHALL BE COMPLETED PER ECC E PLACED DIAGONALLY. SR-3037 Q ASTM A572 GR50 ® ® 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE DESIGN CAPACITY AT CONSPICUOUS ^ LOCATIONS. BEAM DETAIL 1/$" TYP. 8. IF ANY DISCREPANCY OCCURS,CONTACT THE ENGINEER FOR CLARIFICATION. o m o G a o ® + 9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2021 IBC SEC 2209,THE ANSI MH-16.1,2012 CODE,AND SEC a w 3 o � RACK TYPE:A B 15.5.3 OF SEI/ASCE 7-16 USING THE ASD METHOD WHERE: o�_azGYd -BEAM SECTION 14GATHK. 1/2" V=0.70 C I W AND I =1.0 (RESTRICTED AREA-NO PUBLIC ALLOWED) o N z w w s p s ASTM A572 GR50 p Ss=1.011 Cs =2.5 Ca/R AND Ca=0.324 FOR THE GIVEN ADDRESS AND SITE CLASS D(DEFAULT). z 3 a m o s S1=0.36 32i a20 = BRACKET ASSY. 21/2'" BEAM DETAIL R= 4.O TRANSVERSE(BRACED)DIR. F =1.2 o.u°aa'uzo �oo�z~owE i� AS NOTED -� R= 6.0 LONGITUDINAL(MOMENT)DIR. a ~ _ I I 18" RACK TYPE: H CO TYP. LO 1/2" DIA.4 HOLES 10. PROJECT HAS NO FIELD WELDING,ALL WELDING I5 COMPLETED IN THE SHOP BY LICENSED WELDERS. p p p CT 11. THERE ARE NO SHOP DRAWINGS FOR THIS PROJECT. THIS DRAWING SHALL SERVE AS THE PROJECT SHOP 7/16 UNC X 1 LG DRAWINGS. 4" HEX HEAD BOLT& NUT 12. FACILITY IS NOT OPEN TO THE PUBLIC. h 13. CAPACITY PLACARDS ARE SUPPLIED STATING CALCULATED PER SHELF CAPACITY,PRODUCT CLASSIFICATION BEING 6" ® � � + 1 1/2 -j--- AS NOTED f-- �-={ 1 9/16" T � - STORED,AND MAXIMUM ALLOWABLE STORAGE HEIGHT.0 O l , Z ICO FIRE PROTECTION NOTES: a o ® ® ❑ O 3 3/ 4 1/8' 1. EARLY SUPPRESSION FAST RESPONSE(ESFR)SPRINKLER SYSTEM. r' 1/8" TYP. 2. TEMPERATURE RATING OF SPRINKLER HEADS:TYCO K25.2-160°F. - - - - 3. TYPE OF PRODUCT:CLASS I-IV;PLUMBING SUPPLIES&FIXTURES SUCH AS WATER HEATERS,METAL, n oac �. ____ ' lip- PLASTIC&CERAMIC FITTINGS,FAUCETS AND TUBS ON STANDARD WOOD PALLETS.NON ENCAPSULATED. • r --BEAM SECTION 16 GA TH K. NO SOLID DECKING. ASTM A572 GR50 7/8 12GA THK. 4. TOP OF STORED PRODUCT NOT TO EXCEED:SEE PAGE 3 OF THESE PLANS. w 5. APPROXIMATE CEILING HEIGHT:28'0"....24'0"TO TRUSSES. vn h BEAM DETAIL ROW SPACER DETAIL U EXITING NOTES: d Coo � RACK TYPE: C, D, E, F, G, �j N RACK TYPE: E, F, G, H 1.EXTERIOR DOORS ARE 3'SWING TYPE WITH LOCKING KNOB WHICH REQUIRES U J, K, L, M NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. • 0 2. EXTERIOR EXIT DOORS TO BE MARKED PER APPLICABLE CODE Q d w 375 R FRAME DETAILS 3/16" o o c 0 EQ D C�D. 3" C�:D c:�:D Q � aF ® 1/8" `2 1/2" CO 2"TYP. 'I 2 1/2" �- 3/8"THICK AS NOTED - --._ :-1/4" REF. 8" 7/8 Imo-311_�{ ® --12+ GA. THK ❑ ❑ ❑ ❑ 11/16" a in 3 3 >® � � Q5/8" D n03/8" D O O O O +� Moo 'a cn 5 8" r 1 15/16" --1/21I 3/16" TYP BRACING CONNECTION DETAIL .531 SQUARE-' ---___ Q� v ATTACH W/ (1) i6"O X GR, 5 BEARING BOLTSWELDED BASE PLATE A ALL RACK TYPES COLUMN DETAILS 3/8" ALL RACK TYPES � a ------------ 0 - - - ---- -- As NOTED - _ ALL RACK TYPES 5 1/2 it DRAWN BY: BE 03/8" D City of Arlington O n SCALE., i ';,s Building Department AS SHOWN�� � ��� --19/16" 11 APPROVED �- DATE.12/9/2025 16 GA. THK BRAVING No;15/16" ' -3/8" No changes authorized unless approved by � ANCHOR DETAILS the Building Official �❑�)��'� CHECEEB BY COLT SHEET N0. COLUMN STRUT U ALL RACK TYPES SEE NOTES FOR DETAILS 4 OF 5 SHEETS CANTILEVER RACK ELEVATIONS TYP 3 REF 4 REF-�--� STRUCTURAL NOTES: 51 - 1. RACKS ARE MANUFACTURED BY LODI METALTECH OF LODI,CA OR EQUAL. o 2. MINIMUM YIELD(Fy)AND ULTIMATE(Fu)STEEL STRENGTHS FOR SELECTIVE RACKS SHALL BE AS FOLLOWS TYP 1/4 A36 FLAT BAR (a)COLUMNS,ARMS&BASES Fy=36ksi Fu=58ksi. 1/4 (b)BRACING STRUTS Fy=36ksi Fu=58ksi. z 3. MAXIMUM RACK LOAD 250 LBS PER ARM. 4. CONCRETE SLAB IS GIVEN AS 6"THICK WITH fc'=3,000 psi. y 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1,500 psf FOR GRAVITY LOADS. rT 6. TIE-DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT II WEDGE ANCHORS.USE TWO(2)1/2"o X 5 1/2"ANCHORS c WITH A 3-7/8"EMBEDMENT PER BASEPLATE AT FRONT END OF BASE AND AT BASE TAB ANGLE.PERIODIC SPECIAL TYP INSPECTION IS REQUIRED AND SHALL BE COMPLETED PER ICC ESR-3037. s 2 9 G, 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE DESIGN CAPACITY AT CONSPICUOUS00 c LOCATIONS. 8. IF ANY DISCREPANCY OCCURS,CONTACT THE ENGINEER FOR CLARIFICATION. °'>h d' 9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2021 IBC SEC 2209,THE ANSI MH-16.3,2016 CODE,AND SEC o W k 15.5.3 OF SEI/ASCE 7-16 USING THE ASD METHOD WHERE: o m o X 3 u o V=0.70 C I W AND I =1.0 (RESTRICTED AREA-NO PUBLIC ALLOWED) T S p S p Ss g=3�„b�� � z i Cs =2.5 Ca/R AND Ca=0.324 FOR THE GIVEN ADDRESS AND SITE CLASS D(DEFAULT). o z a w o N S =0.36 ��s6au�ao z3�wo0o� R= 1.5 DOWN-AISLE(BRACED)DIR. 2 1 0- F =1.2 m R= 1.0 CROSS-AISLE(MOMENT)DIR. a gz��oo„or ar�zag so�zz owe �aauco 10. PROJECT HAS NO FIELD WELDING,ALL WELDING IS COMPLETED IN THE SHOP BY LICENSED WELDERS. ffi, - ---- 11. THERE ARE NO SHOP DRAWINGS FOR THIS PROJECT. THIS DRAWING SHALL SERVE AS THE PROJECT SHOP � DRAWINGS. o -_ 12. FACILITY IS NOT OPEN TO THE PUBLIC. o D a 13. CAPACITY PLACARDS ARE SUPPLIED STATING CALCULATED PER SHELF CAPACITY,PRODUCT CLASSIFICATION BEING TTTT STORED,AND MAXIMUM ALLOWABLE STORAGE HEIGHT.E HE `o`t _�° Ln FIRE PROTECTION NOTES: m � (0 t 1. EARLY SUPPRESSION FAST RESPONSE(ESFR)SPRINKLER SYSTEM. N m (n TYP 3 2. TEMPERATURE RATING OF SPRINKLER HEADS:TYCO K25.2-1601. ov 3. TYPE OF PRODUCT:CLASS I&GROUP A;COPPER AND PVC PIPES.NON ENCAPSULATED.NO SOLID 1 _-.. . .. N TYP DECKING. U r...l 4. TOP OF STORED PRODUCT NOT TO EXCEED:9'0". n nr 5. APPROXIMATE CEILING HEIGHT:28'0"....24'0"TO TRUSSES. s II 71/2 ! 1 1/4 EXITING NOTES: v z 4 10 - __ __ o __ __ 1.EXTERIOR DOORS ARE 3'SWING TYPE WITH LOCKING KNOB WHICH REQUIRES U NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. N N Front View Side View 3 r nP 2. EXTERIOR EXIT DOORS TO BE MARKED PER APPLICABLE CODE I�1 C U .179 THK ASTM A570 GR36 1/4 • O w Type N Type N CAPS-072-C < x COLUMN DETAIL z cl; O o U 1/4 1 $ TYP TYP / 1 3 4 _ TYP 2 2 4 f -4 2-1/2"_. 2_1/2��tYP• F - t � a .. 1/2 / as 6 114 TYP $ 21/2 8 1/2 88' 1/4 3 1/2 1 1/4 [Lj _ - o 10GA 4 4 1/4 x 2 1/2 x 2 1/2 A36 STRUCT ANGLE C-Section N a ti7----------- City of of Arlington E M v t Y 9 vp• 10GA ASTM A570 GR40 TYP 12GA ASTM A570 GR45 a W N 11/2-9 Building Department Z C 4 o 00 5$ 1/16 �-- a 1/z z TVP APPROVED > rn U Kevin Olander- 01/14/2026 0. "y c � 1 7/8 8 3/16 48 3 CA-48-A No changes authorized unless approved by > o L_ o _�� 4 tYP• 5 ARM DETAIL the Building Official o �-� o > 3 TYP 0-- �- -. 75 7 0)7_ T 1 3/4 C:) 43 3/S 3 ------ DRAWN BY.'T 8 9/16 DIA 11 16/ -•;r BE � +� v\v,J 3 SCALE: 1/2-13UNC-2ATHREAD 1/4 AS SHOWN - - - DATE: -- ----- 12/9/2025 I 2 �l 5 4/ DRAWING N0: TYP 1/2 TYP 3/16 71/4THK A36 FLAT BAR TYP 4/HOLEIS 12�i2 2 1/4 CHECKED BY. 1/2 DIA A36 ROUND BAR CAXR X-BRACE DETAIL 14GA ASTM A570 GR45 SHEET NO. CAHB RACK DETAILS SE DETAIL OF 5 SHEETS Job Tine Ld 1/1J S V PA Lq -A-/L LI,4J G i&J J WA By 47f- Date 12--2-0 2-5 Job No. 3 Subject C r-5 5Ct--C- L--T t V e LC-Vr-JL PA'&-S Checked Sheet of S City of Arlington Building Department APPROVED Kevin Olander- /14/2026�Zg1G,0 Op 4C" W J��JA T D � ZO�� DSC tug � No changes authorized unless approved by y r f n D `n /(^!Y`��Z,. 400C * Sc� aP A� -7'14 JUS/A7 the Building Official 6LA Fb� `.�8 t� .0�700QS � p �Q � .Zp = t rJ 1s Nor apt Tta T /�Ltc. I. 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All JIM ON i�6LS . .3x 3 x 14t GA s , m Job Tide By Date I Job No. 2LO 3 Subject Checked Sheet 5 of VA 7 —— VCA C-A �Z�-rl -+- e.AT A_ n t; � 1- 4 �•v z' S�fn 6A WG-o4k: A,,JU (L C�Z/�y ,�c.-�. @ ; aaz a __m ram-A A s c z- A < . n� vSktt tr p T. ck EIL 41 A � l,tt� x �o.loxs� k a t 0l: C-A LCS ct. t t, 4.10 SQtL. %ChLln1 6 Ak, _ �2td4- �a .(� -�- � ,�`��.�/�-� � 7.�35 F"'