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Plans (9) BUP2020 -00207 OFFICE COPY 8 7 6 5 4 3 2 1 Lz RECEI'll SEP 0 9 2020 Thtuilding is protected CITY OF TIGARD by a • Designed BUILDING DIVISION Or Autornatic Sprinkler DLocation or 0 Sout w St No. of Sprinklers n venue • a Basis of • DENSITY1 Vii. . tN1••" DESIGNED AREA OF DISCHARGE DemandSystem ' I GPM DISCHARGE . f' - KinRESIDUAL PRESSURE AT THE y g Hobb BASE TABLE OF CONTENTS FIRE SPRINKLER SYSTEM DATA CLIENT VALIDITY OF PEf N11(" THE ISSUANCE OF A PERMIT SHEET 1: SITE MAP, GENERAL NOTES SPRINKLER HEIGHT: ±23.7-26.8' HOBBYKING DOCUME TSO ANDOTH RN SHEET 2: PLAN, ELEVATIONS AND DETAILSSYSTEM TYPE: WET 14140 SW 72ND AVE off CODE OFFIICIASHALL NOT LFROM M REQUIRING THE CORRECTION SHEET 4: ENGINEERING DETAILS BASIS OF DESIGN PORTLAND, OR 97224 OF ERRORS. OSSC 105.4 SHEET 3: EGRESS PLAN DENSITY: 0.495 G. P. M./SQ. FT. CONTACT: MATT MEYERS C C APPLICABLE CODES DESIGNED AREA OF DISCHARGE: 21000 SQ.FT. 503-329-3054 2018 IBC SECTION 2209 TEMPERATURE OF HEAD: 1350 MATT. MYERS@HOBBYKING.COM 2019 OREGON STRUCTURAL AND SPECIALTY CODE (OSSC) WATER FLOW RATE: 11551.7 G.P.M. 2019 OREGON FIRE COD (OFC), CHAPTER 32 PRESSURE AT BASE OF RISER: 102.3 P.S.I. ENGINEER ANSI MH 16. 1-2012 SPECIFICATIONS FOR THE DESIGN OF INDUSTRIAL STEEL STORAGE RACKS "2012 STRUCTURAL ENGINEERING & DESIGN, INC RMI RACK DESIGN MANUAL" NOTE: ANY CHANGES TO THE FIRE SPRINKLER SYSTEM REQUIRES A SEPARATE SUBMITTAL, PERMIT, 1815 WRIGHT AVE ASCE 7-16, SECTION 15.5.3 PLAN REVIEW, INSPECTIONS AND FEES. SUITE 200 LA VERNE, CA 91750 SCOPE OF WORK LIGHTING: 909-596-1351 TO PROVIDE AND INSTALL_ YS._ SELECTIVE PALLET RACK. MEANS OF EGRESS SHALL BE ILLUMINATED WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN 1 ( i � : i 1-- QF--__cTIorvaEciuFOOTCANDLE (11 LUX) AT FLOOR LEVEL WHILE THE STRUCTURE IS OCCUPIED. FIXTURES REQUIRED state orry30 -------. ' StJotura�specfartyCode FOR MEANS OF EGRESS ILLUMINATION SHALL BE SUPPLIED FROM A SEPARATE CIRCUIT OR SOURCE ❑ Con`"I�°teandHeimprcy„gSteel TOTAL HANDLING SOLUTIONS BUILDING DATA � :,;; OF POWER. SUITE 103-363 B � Ln taftaa,j!r.C.W,crete B PARCEL ` ❑ SPBotalMor;,enI-R"jr, 2S112AA-00900 VANCOUVER, WA 98683 ❑ F2ei:xorcin n9 Concrete Frame TYPE OF CONSTRUC lO�: gra,l9WeelaPrestre"IngSteetrendon, TILT-UP CONCRETE/MASONRY COMMODITIES TO BE STORED ❑ � N_.°'r. CONTRACTORS LICENSE: 218961 OCCUPANCY TYPE: �- y 111190, Ural WAREHOUSE/DISTRIBUTION HOBBYKING IS AN ONLINE RETAILER PROVIDING RADIO CONTROL (RC) PLANES, C3 Structural108SOnry UBI # 46-5750640 FIRE SPRINKLED: ❑ netntarced,Cm„rn�rete YES DRONES, HELICOPTERS, CARS, BOATS AS WELL AS BATTERIES, CHARGERS, RADIO NUMBER OF STORI S© 'n�+atxTgCon_reteFdl 1 EQUIPMENT, ROBDTICS, SERVOS, 3D PRINTING, TOOLS, BAGS, STORAGE, AND THE EXPIRES: 02/05/2022 ❑ SPreyA "'d``` LIKE. THIS MATERIAL IS CONSISTENT WITH A CLASS IV COMMODITY OR LESS OF A FIRE ❑ Pili g„ DMs„Piers `Caisson"''' 14,855 / 41 OCCUPANTS w GROSS SUITE SQ. F andCaasony � ❑ snotor`tD 1,203 / 13 OCCUPANTS HAZARD. DESIGNER/CONSULTANT z OFFICE SQ. FT. o SP�atGrading, EXcDvat;on and Fittt TOYOTA LIFT NORTHWEST WAREHOUSE SQ. ❑ Slnoke-Control Systems `� 13,652 / 28 OCCUPANTS © Othertns,actions COMMODITY CLASSIFICATION : 19305 72ND AVE S ALTERATION SQ. F 831 CLASS IV OR _ESS, NON-ENCAPSULATED ON WOOD PALLETS KENT, WA 98032 NO BANDED DR ENCAPSULATED COMMODITIES ARE PLANNED KEVIN DEAN FOUNDATION INFORMATION: 206-572-9372 SLAB: 5" SLAB ON GRADE MAXIMUM STORAG= HEIGHT FOR RACK STORAGE: ±15'-0f' KDEAN@TOYOTALIFTNW.COM w SLAB PSI : 4,000 PSI THIS FACILITY IS NO- ACCESSIBLE TO THE GENERAL PUBLIC. - --- - o SOIL: OFFICE COPY 750 PSF RTION "` PATH OF TRAVEL TOAND WITHIN EXITS IN THE BUILDING SHALL BE IDENTIFIED BY ILLUMINATED ZONE REV DESCRIPTION DATE APPROVED w CM OF TIGARP,. A art DFORCt)llGCOMPLiANCE EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF THE 2018 IBC. - -- A A Approved: J OTC: FIRE LANES/EMERGENCY VEHICLE ACCESS ARE AVAILABLE ON THREE SIDES OF THE BUILDING. THIS DRAWING WIN ITS PRINCIPLES OF DESIGN CONTAINS PROPEITORY AND CONFIDENTIAL INFORIM7014 AND IS OWNED BY TOYOTA UFT NORTHWEST. Address: � � ALL PORTIONS O F THE BUILDING SHALL B E WITHIN 7 5 FEET O F A FIRE EXTINGUISHER. THE HIS DRAWING IS NOT TO REPRODUCED. COPIED OR SHARED IN ANY FORM WITHOUT HET�nvOTauFTm CONSENT OF TOYOTA LIFT NOFTIHWEST. ALL RIGHTS RESERVED. Address Nit (a)TOYOTA .� AN Silite #: MINIMUM SIZE OF 1HE FIRE EXTINGUISHER SHALL BE 3-A: 40 B:C. gg By: Date: CUSTOMER Ho 14140KISW 72nd Ave Portland OR 97224 STORAGE RACKS WI.L HAVE SIGNS STATING WEIGHT LOAD AND MAXIMUM LIMITS. PROJECT SELECTIVE PALLET RACK SIZE DATE DWG N0. REV D 1 7/1 20 Hobby King - Selective Rack SCALE NTS BY WT SHEET 1 �, g 7 6 5 4 3 2 1 6 5 4 3 2 1 NOTES: 106'-2" Storage rack products should be assembled only by trained personnel experienced in the proper assembly of racks. Preparation is essential before installation begins. All applicable drawings and instructions should be reviewed and $000 The �. Ibe i Naos Pallet Max Pallet followed. This includes architectural drawings as well as any installation or layout drawings. All storage rack products should be assembled in accordance with the manufacturer's assembly instructions. TOP OF —�- o Improper assembly can result in a safety hazard at your facility. - BEAM Row Existing Rack to Remain (N.IC) I r Aisles should be kept clean and clear of all materials and debris during installation. Aisles and the area under racks r ;- . r 4 Spacer Do should be swept clean before any moving vehicles are allowed to operate in the aisles around the racks. I 12 D " 2,000 Nie 21= be 1 11' 0" --8'-4 Reference o `o Pallet Maw Pallet 1'-0" V-0" (Reference) I Storage rack should be installed square and plumb. Shimming is a normal part of rack installation since most floors v are not perfectly level. The RMI suggests that the maximum out-of-plumbness permissible is 1 inch for every 10 feet of height. Users should adhere to this standard unless a different tolerance is specified by the installation drawings 6• or specifications. TOP OF w of - BEAM 1 10 Nut and bolt connections should be installed to a snug tight condition. The snug tight condition as well as specific 0) torque data required for special connections is defined in the assembly instructions. The security of the entire s— L— o system is dependent upon proper fastening methods. `Qoo UW Nw 4,000 in j Row Now MC POMaw POW f a Every column footplate of each pallet rack installation must be properly anchored to the floor. Every column in a r ) ` . -€-+Y Spacer m O d' "Zi 4-4-4 r , t (r O 11 11 IV III pallet rack installation should be anchored to the floor with at least one 1/2-inch diameter expansion anchor that has p a minimum embedment of 2.5 inches. Some installations require additional or heavier anchorage due to seismic or N TOP OF N O a wind load considerations. Check your installation drawings for details. Hand-loaded storage racks under 8 feet tall BEAM 11 �} may be unanchored. i Ll oa `o w © � ) Do not expose your storage rack to corrosive or abrasive substances or abnormal dampness. This may cause c �� Z= in cacti v _ deterioration of the surface paint and result in premature corrosion. °D Marr Palet Maw Pa Lu Z ` o I' Allow adequate aisle spacing. Make certain that aisle widths are compatible with the corresponding equipment. Aisles that are too narrow can result in excessive forklift damage to your rack system and lifting equipment, which 't = may decrease the rack's capacity to carry load. Provide adequate clearances around loads. Proper horizontal and vertical clearances are essential to a safe storage 3" 96" BEAM 3" 48ee plan 1 . 99" C/C L44" -, 44" rack system. Sufficient clearances will help to prevent damage to the rack and enable drivers to perform their work pd safely and efficiently. Most manufacturers ordinarily recommend at least four inches of horizontal clearance between loads and between any load and the rack column, and at least five inches of vertical clearance between any 96 Beam BAY Back-to-Back • load and the rack beam. To determine if additional clearance is needed consult the fork truck manufacturer and applicable fire code restrictions. FRONT ELEVATION SIDE ELEVATION C _ Install adequate lighting in every rack aisle. Proper lighting facilitates rack entry and pallet placement and aids in Alin . o reducing rack damage. _ I of 1'-0" _81-4" 2.000 be Z000 Fm (Reference) v Changes to the configuration of the rack system can alter the capacity of the rack structure. Racks must be Paid .000 r Palet Alin configured according to drawings provided either the manufacturer or its authorized representatives. Assembling c racks into an altered configuration can change the capacity of a rack structure, which can result in a rack less than e -I TOP OF TOP OF adequate for tie new configuration. Obtain a qualified engineer's review before reconfiguring your rack to ensure the safety and adequacy of the new configuration. BEAM BEAM 00 i Do not mix parts from different manufacturers without review by a qualified engineer. Mixing parts may result in a ah-- 1 E 'v less rigid structure that can decrease rack capacity. Use of parts from different manufacturers will also void any c �� ��0 o o manufacturer's warranty. Exercise caution when intermingling new and existing parts. 1111111 ao i Max. P" i Max. Pallet E 0D X of ! I Do not cut,weld, or modify rack components. Do not allow any welding or cutting of rack components without the p P -00 O manufacturers written authorization. Such modifications may decrease the load capability of the component and TOP OF TOP OF damage your rack structure, thereby creating a safety hazard. Any modification of any component, unless performed _6 • BEAM � ' BEAM to aC.j� ) m o I I or authorized in writing by the manufacturer, will void any warranty. I d°� d Each beam is sold with a beam locking device (or nuts and bolts). Ensure that the beam locking device (or nuts and Q Q• m 00010 00010 110 y bolts) are properly engaged. Old style sliding load locks are engaged by sliding the head toward the nearest column. ZD � IMax. tMax. rals , m 0 O O Pallets/loads should rest on the beams or on other support devices specifically designed for the application (such x ��C, 20as pallet supports or wire deck panels). N TOP OF N TOP OF o) BEAM ® BEAM o „'_0• Installation of capacity signs is strongly recommended. RMI recommends the use of capacity signs at least 50 _ Bsquare inches in size to identify the capacity of the storage rack, including maximum unit load, average unit load, and maximum load per bay. These signs should be permanently placed in a location where operators can easily see them and should be reviewed in case of any modification to the rack. Drawings stating storage rack capacities should also ED 2.000 Nie 2,000 The `Qoa be maintained by the facility operator. Interlake provides capacity signs on projects we install. Max. POW Max. Pallet Engineering Notes: 1) The rack components shown on this drawing have been designed in accordance with RMI (Rack © © Manufacturers Institute) standards, IBC and the applicable portions of the Illinois Building Code. 108" BEAM z 36" 2) All steel used for the roll formed racking components is to be ASTM A607-85 or equivalent with Fy = Q$" Beam BAY 36 Dee Rack L J 55,000 psi. P a FRONT ELEVATION SIDE ELEVATION Z 4 3) All Welds are to be performed to AWS standards for shop welding. Weld electrodes are to be E70XX. Lt_ # Description Quantity 1 240"H x 44" Upright w/5" x 7" Base Plate 25 c z zao"H x 36" Upright w/5" x 7" Base Plate 6 4) Storage capacities are as shown on the elevation view of this drawing. The capacity as listed is based on i x the storage level heights as shown for each bay type. The levels of storage as dimensioned from the base APPROVAL 3 108"Lx 5.5"H Beam 30 w floor elevation are not to be changed without written approval from the system manufacturer. 1 `�'l 4 96"L x 4"H Beam 126 � 1 This drawing intended for system approval only. 5 52"W x 36"D Wire deck panel 30 5) All elements of the structures are to be installed to meet the tolerances for plumbness, level, and 10 r 1 0 X16 ❑ APPROVED El REJECTED YEU PROFF 6 46"W x44"0 Wire deck panel 126 out-of-squareas specified by the rack manufacturer. If Used rack components are to be used, each beam �_j ❑ APPROVED WITH NOTED REVISIONS S / ,/s• ati • 4 ,/s is Ery Signed- . 7 12" Row spacer kit 24 and frame is to be thoroughly inspected before installation. If any significant damaged is observed, the �,o-/ —�— C7F O 7 r a, a SM As c' °IrcGo. rot root .lA1E Date: k �Q y subject component is to be restored to like new condition before use. �' � 62618PE 6) Capacity signage as specified by RMI is to be permanently displayed in prominent locations. TYPICAL FOOT PLATE DETAIL Q _. i . ., �\t. ./� r&VsloNs OREGON 4p„ ZONE W oEscevtI, ah APPROM THE P.E. CERTIFICATION PROVIDED HEREIN - A A //V CIAO ��`� PERTAINS TO THE f SHELVING COMPONENTS ONLY. ' A EXPIRES:O6-30-2022 ALL OTHER COMPONENTS ARE OUTSIDE y•°,00 DEVICE ALL BEAMS ^� '�X. .� � c ����}�e��� e ,�of�►��°t�Jm �8�27�2�2� THE SCOPE OF THIS CERTIFICATION. AT ALL LEVELS) 3/8" 16 x 5/8" FLANGED o LRow cob 0,oBOLT & LOCKNUT spacer0�. ; • ®TOYOTA .71 TOVOrAUFt o �� (2 EACH END) . aaror� Customer name T&Z CONSULTING SERVICES, LLC Rack Expansion Plan FRONT VIEiV SIDE VIEW '�4 " Customer address 0� �� ,tt0 �OOa'T SELECTIVE PALLET RACK 1428 N SHEVLIN COURT aaE Na ear TYPICAL BEAM CONNECTION DETAIL TYPICAL ROW SPACER DETAIL a ,/,/20 ,� � ��,0,2, W&ESEWICKLEY PA 15143 PALLET AND LOAD 1/,r-r—r n Auw rm *M 1 IJ g 5 3 �_.N2 1 1 1 2 GENERAL PROJECT NOTES 3 GENERAL RACK CONFIGURATION 1. DESIGNED PER REQUIREMENTS OF THE 2018 IBC, ASCE 7-16&2012 RMI RACK DESIGN MANUAL 2. SEISMIC CRITERIA Ss =0.881, Si =0.393, Fa = 1.156, Fv =1.900 Ip = 1.0 (NO PUBLIC ACCESS), Sds = 0.664, Sd1 =0.498, OCCUPANCY CATAG, II SITE CLASS D, SEISMIC DESIGN CATAG. D HORIZ. 3. STORAGE CAPACITY: BRACE TYPE 1= 4000 LBS PER LEVEL TYP F/4- IF 111, 3/$„ �� OLUMN TYPE 2= 4000 LBS PER LEVEL TYP 4. ANCHORS : HILTI KWIKBOLT TZ ESR#1917, OR POWERS SD2 ESR#2502 O AS USED IN CALCULATIONS OR ICC &ENGINEER APPROVED EQUAL. N OW 1/2"0 x 3-1/4" MIN. EMBEDT. > COLUMN TYP. \ SPACER ---BEAM (2)ANCHOR PER BASE PLATE. LU 1/g• 1/8" 1 1/4" TMP' 5. PERIODIC SPECIAL INSPECTION BY AN ICC CERTIFIED INSPECTOR IS REQUIRED DURING ANCHOR INSTALLATION. 6. EXISTING S.O.G. CONCRETE THICKNESS &COMPRESSIVE STRENGTH, 5"x 4000 PSI 7. SOIL BEARING PRESSURE 1000 PSF. I� 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE CONNECTOR INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT. 9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER 21/2 � � \ 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING \ 11 E70XX ELECTRODE OR BETTER. FIELD WELDS, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A \ I� DIAG. LICENSED DEPUTY INSPECTOR. cc NP' 1/8" ]�$" �� f BRACE 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE CEILING \ II J SPRINKLER DEFLECTOR. W 12. SHIMS MAY BE USED UNDER THE BASE PLATE TO MAINTAIN THE PLUMBNESS OF THE STORAGE RACK. Q ]' CPLATE 13. THE SHIMS SHALL BE MADE OF A MATERIAL THAT MEETS OR EXCEEDS THE DESIGN BEARING STRENGTH C3 NOTES: ANCHOR (LRFD) OR ALLOWABLE BEARING STRENGTH (ASD) OF THE FLOOR. 14. THE SHIM SIZE AND LOCATION UNDER THE BASE PLATE SHALL BE EQUAL TO OR GREATER THAN THE USE @ALL SPACERAK REQUIRED BASE PLATE SIZE AND LOCATION. v COLUMN/BASE LOCATIONS TYP. 15. SHIMS SHALL BE INTERLOCKED OR WELDED TOGETHER IN A FASHION THAT CAN TRANSFER ALL THE Z DESCRIPTION BASE PLATE: 7" x5" DESCRIPTION COLUMN: SPCRK FH-30 DESCRIPTION BRACING: HORIZ. & DIAG. SHEAR FORCES AT THE BASE. MATERIAL 3/8" THK PLATE MATERIAL 12 GAGE MATERIAL 14 GAGE THK. NOTES: NOT A DEPICTION OF THIS PROJECT 16. BENDING IN THE ANCHOR ASSOCIATED WITH SHIMS OR GROUT UNDER THE BASE PLATE SHALL BE CONSIDERED STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PIN THE DESIGN OF THE ANCHOR BOLTS. SI USE @ ALL BRACE LOCATIONS TYP. 17, THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION. THE PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES. IT IS THE 3 4 5 L6RESPONSIBILITYOF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO O NOTIFY SED, INC IN WRITING, OFANY DAMAGE, DEFICIENCIES OR IRREGULARITIES. 1/$ NP 18. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY x SED, INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE. THIS INCLUDES SUCH OCCURRENCES cz LL ]5/16"0 1 5/8" 7/8" SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY, IMPACT FROM m DROPPED LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER OF 5/8" 7/8" BASE PLATE F.F. THE PRODUCT MUST NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY 1 /8AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN.19. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR OR/8" REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. Zo 20.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPERo ETY PIN OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOW NG: z O 5 1/2" a. PROHIBIT ANY OVERLOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS.„ N OL3-1/4” b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND MIN. E BED. REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS. U41/8" c. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION. Iiid. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED Z O AND STABLE POSITION. e. REOUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOPMOST It POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. ul `®\ i g. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE v Q J � TO THE STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR 1/2„ z �f HEAVY MACHINERY ARE IN USE. 7/16"0 RIVET NOTES: NOTES: NOTES: GR. 5 BOLTS USE @ ALL 96" SPACERAK BEAM USE @ ALL 108” SPACERAK BEAM CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO LOCATIONS. LOCATIONS. ENSURE REQUIRED EMBEDMENT IS OBTAINED. m DESCRIPTION 4-PIN CONNECTOR NOTES: DESCRIPTION 4-1/8" BEAM (SB416M) DESCRIPTION 5-1/2" BEAM (SB556M) DESCRIPTION HILTI KWIKBOLT TZ ANCHOR MATERIAL 7 GAGE USE @ ALL SPCRK BEAM TO COLUMN MATERIAL 16 GAGE MATERIAL 16 GAGE SIZE 1/2" 0 X 3-1/4 MIN. EMBED. NOTE: STEEL YIELD ASTM A570, Fy=55,000 PSI CONNECTION LOCATIONS TYP. STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI ESR# 1917 SEE NOTE #4 ABOVE FOR ANCHOR SPECS, 7 CD z N N i Z Z cr TYPE 1 SELECTIVE RACK TYPE 2 SELECTIVE RACK >- cr�'j O ,�.g 12" M� Z 1B 61 1B 108" .I I O 0 T O EL 8 3311 BY 35, 4 3 5 3 11/16" 54" 54" 3 3/4" ° 4 1/8" 2 AR TYP 1116" 3/16' I ^62618PE N 20" 8 , 2 „ 2 „ 8 , 20"54" 7 54" 211/8 $ W Y vO w 3 3c OREGONz A o s y o 0 8 ' 8 " 04 O:Mr,� , 8 r� �5 te 35, 35' GQIAOpkK 1 6 1 6 EXPIRES:06.30 2022 FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW NOTES: 08/27/2020 DOUBLE ROW SINGLE ROW USE (3) ROWSPACERS FOR DOUBLE ROW SED-081020-42 T&Z CONSULTING SERVICES, LLC DESCRIPTIOA ROW SPACER NOTES: 1428 SHEET No. SE MATERIAL 16 GAGE ATTACH WITH (4) 1/2"0 GR. 5 BOLTS, N SCOURT DESCRIPTION STORAGE RACK ELEVATIONS STEEL YIELD ASTM A570, Fy =55,000 PSI (2) @ EACH END WICKL EVLIN EY, PA 15143 SED 1 OF 1 8 7 6 5 4 3 2 1 138 ' - 5 " 4-- (5) - 108W" x 36"D Bays = 46'-6" 0/0 D 46'-611 51 '- 11 " Egress Path Egress Path _ o CIO M co O ' (n L L ❑ ❑ w ❑ ❑ 11 ' 46,_6„ 10' 0" 5 il CDEgress Path Egress Path CIOQ � Q co = I I I I I co (n LI I I I I IU, 01L C �`O 51 '- 1111 i Egress Path th _ C Cn Cn � L 43 .6„ w 84,_6„ Egre Path Erss Path y fires D - - ❑ ca ❑ ❑ 13 rn N i + (y N w w 9'-10" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-7" Q z Egress Path w Q REVISIONS ZONE REV DESCRIPTION DATE APPROVED W ry A ACY) A THIS DRAWING WITH rrs PRINCIPLES OF DESIGN CONTAINS PROPEnORY AND CONFlDENAL INFORIAATION AND IS MNm BY TOYOTA UP NORTNWEST. THIS DRAWING IS NOT TO REPRODUCED, COPIED OR SHARED IN ANY FORM W"OUT THE CONSENT OF TOYOTA IJP NORTHWEST. ALL RIGHTS RESONm. ■ ®TOYOTA ,2P! roYorauFr' ■ cusrouER Hob in 14140 SW 72nd Ave Portland OR 97224 ress a n PR0.ED SELECTIVE PALLET RACK SIZE DATE ONO N0. REV 0 7�1�20 Hobby King — Selective Rack SCALE NTS BY WT SHEET 1 8 7 6 5 4 3 2 11