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DRAWING APPROVAL
<br /> amazon ❑APPROVED ❑REJECTED
<br /> (PROCEED WITH (REVISE&RESUBMIT)
<br /> FABRICATION)
<br /> ❑APPROVED AS NOTED
<br /> (PROCEED WITH FABRICATION,REVISE DRAWING AS REQUIRED)
<br /> NAME
<br /> DATE
<br /> FAILURE TO APPROVE DRAWINGS MAY AFFECT THE PROJECT
<br /> SCHEDULE.NO RACK FABRICATION CAN BEGIN UNTIL FINAL
<br /> APPROVED DRAWINGS ARE RECEIVED BY KONSTANT.
<br /> NOTE:
<br /> ALL DIMENSIONS AND CONDITIONS ON SITE MUST BE VERIFIED.
<br /> KONSTANT DOES NOT ACCEPT RESPONSIBM Y FOR THE ACCURACY
<br /> OF SITE DIMENSIONS AND CONDITIONS AND MUST BE NOTIFIED
<br /> OF ANY VARIATIONS FROM THE SUPPLIED INFORMATION,
<br /> REVISIONS
<br /> N0. DATE DESCRIPTION BY
<br /> SEL'CTTV
<br /> Ab
<br /> 205-11-24 REVISED RACK PLAN LAYOUT&ELEVATIONS PV
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<br /> a E 0Y!L�TEM �..}32 11-24 REVISED RACK PLAN LAYOUT PV
<br /> ®+13-11-24 REVISED RACK PLAN LAYOUT&ELEVATIONS PV
<br /> �..I05-12-24'REV'D-RACK PLAN LAYOUT,ELEVS&DETAILS PV
<br /> ©09-12-24 REVISED RACK PLAN LAYOUT PV
<br /> 13-12-24 UPDATED BUILDING PV
<br /> ENGINEERING DESIGN NOTES: INSTALLATION AND ASSEMBLY NOTES: USE AND MAINTENANCE NOTES: 8-19-12-24 ADDED SAFETY MIRRORS PV
<br /> 0 14-04-25 REVISED RAIX PUW LAYOUT PV
<br /> _- _._
<br /> E INSTALLED IN STRICT ACCORDANCE WITH THE DRAWINGS AND INSTALLATION
<br /> 1. ALL SELECTIVE RACK IS DESIGNED IN ACCORDANCE WITH ANSI(RMI)MH36.1-2021"SPECIFICATION FOR THE 1. THE RACK STRUCTURE SHALL B 1. THE USER OF THE RACK SYSTEM IS RESPONSIBLE FOR POSTING OF PERMANENT CAPACITY PLAQUES INDICATINGi14-o4-zs,REVISED RncK PUN LAYOUT Pv
<br /> DESIGN,TESTING AND UTILIZATION OF INDUSTRIAL STEEL STORAGE RACKS"AND 2021 WASHINGTON STATE GUIDELINES PROVIDED BY KONSTANT. CONTACT KONSTANT IMMEDIATELY REGARDING ANY QUESTIONS, MAXIMUM LOAD LIMITATIONS OF THE RACK STRUCTURE IN ONE OR MORE PROMINENT,VISIBLE LOCATIONS.
<br /> BUILDING CODE. POTENTIAL DISCREPANCIES OR FIELD ISSUES.FINAL CERTIFICATION OF THE RACK STRUCTURE IS DEPENDENT ON T LABELLING LOAD LIMITS ON BEAMS SHOULD BE AVOIDED AS IT CAN MISREPRESENT LOAD LIMITS WHEN BEAMS NOTICE OF INFRINGEMENT
<br /> THE STORAGE RACK IS TO BE HOUSED WITHIN A BUILDING; NO ENVIRONMENTAL LOADS HAVE BEEN CONSIDERED. BOTH ITS PROPER DESIGN AND INSTALLATION. ARE USED IN BAYS THAT HAVE BEEN RECONFIGURED OR RELOCATED. {` '"t{""""" " " `NRY" Ne aN SHaA" 0 xau ",OR ns
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<br /> SEISMIC BASE SHEAR IS CALCULATED BASED ON: - T`»+AU+ RF URIDID J3.I,vee s L::usa;
<br /> 2. ERECTION OF THE RACK STORAGE SYSTEM SHOULD BE BY A QUALIFIED RACK INSTALLATION CONTRACTOR WITH 2. ALL PALLETS USED IN THE RACK SYSTEM MUST BE IN GOOD CONDITION,WITH ADEQUATE BOTTOM BOARDS, w nJ�}�aJ c+an r=iNT 1� Nr�,��w'N R �sa��!i���n�tr v»ice
<br /> Ss:135.6%g,Sl:48.1%g,Sds=1.09g,Sd1=0.563g Q Q
<br /> SIZE CLASS-D-DEFAULT;IP=1.0;R=4.0(TRANS.),6.0(LONG.); PL REDUCTION FACTOR=1.0(TRANS.),1.0 - ADEQUATE EXPERIENCE,TRAINING AND KNOWLEDGE IN THE DESIGN AND ASSEMBLY OF THE SHOWN SYSTEM, PRODUCT ON PALLETS IS TO BE SUFFICIENTLY STABLE SUCH THAT IT DOES NOT LEAN AGAINST THE RACK *' cn M'NN'T 0�1,M1 0 A)`'" " Elu-N`=''-F"hsr"sr
<br /> (LONG.) - RACK INSTALLATIONS MUST BE PERFORMED IN COMPLIANCE ALL LOCAL LABOUR CODES AND OCCUPATIONAL STRUCTURE AND WILL NOT FALL DURING TYPICAL PALLET STORAGE AND RETRIEVAL OPERATIONS.
<br /> HEALTH&SAFETY REGULATIONS. -
<br /> 2. ALL COLD-FORMED RACK COMPONENTS MANUFACTURED WITH HOT ROLLED SHEET STEEL SHALL CONFORM TO 3. THE USER OF THE RACK SYSTEM SHALL ENSURE THAT STORAGE AT THE GROUND LEVEL DOES NOT PROHIBIT
<br /> ASTM A1011,SS GRADE 50,UNLESS OTHERWISE NOTED. 3. DO NOT CLIMB ON OR INTO THE RACK STRUCTURE. PROPER FALL PROTECTION PROCEDURES MUST BE STRICTLY ACCESS TO ANY EXITS OR MAIN AISLES AND THAT ALL EGRESS TRAVEL IS MAINTAINED AS PER APPLICABLE FIRE
<br /> ADHERED TO.THE RACK STRUCTURE IS NOT TO BE USED AS A FALL ARREST ANCHORAGE WrrHOUT APPROVAL BY AND BUILDING CODE REQUIREMENTS. ENSURE ADEQUATE LEVELS OF LIGHTING ARE PROVIDED AND AISLES ARE
<br /> 3. ALL COLD-FORMED RACK COMPONENTS MANUFACTURED WITH GALVANIZED SHEET STEEL SHALL CONFORM TO KONSTANT ENGINEERING. CLEAR OF ALL MATERIALS AND DEBRIS. ❑ ❑
<br /> ASTM A653,SS GRADE 50,UNLESS OTHERWISE NOTED.
<br /> 4, THE RACK SYSTEM IS DESIGNED AS AFREE-STANDING STRUCTURE. DO NOT CONNECT THE STORAGE RAIX TO THE 4. THE USER OF THE RACK SYSTEM SHALL ENSURE THAT THE RACK STRUCTURE IS CONFIGURED,MAINTAINED AND
<br /> 4. ALL STRUCTURAL RACK COMPONENTS MANUFACTURED WITH HOT-ROLLED STEEL SHALL CONFORM TO CSA G40.21 BUILDING OR TO OTHER STRUCTURES,OTHER THAN THE FLOOR,UNLESS APPROVED BY AN ENGINEER. MAINTAIN USED IN ACCORDANCE WITH THE DOCUMENTATION PROVIDED BY KONSTANT AND THE RMI"CONSIDERATIONS FOR
<br /> AND HSS TO ASTM A500,GRADE C SOW,UNLESS OTHERWISE NOTED. - SPATIAL SEPARATION FROM BUILDING ELEMENTS AS PER THE DRAWING PLAN LAYOUT. THE PLANNING AND USE OF INDUSTRIAL STEEL STORAGE RACKS". USERS OF THE RACK SYSTEM MUST MAINTAIN
<br /> 5. ALL RACK FRAMES AND BEAMS ARE KONSTANT TEARDROP'STYLE WITH SIZES AS NOTED ON FRONT ELEVATIONS. 5. RACK BEAMS AND FRAMES BEAR A'K'IDENTIFICATION MARK THAT IS TRACEABLE TO KONSTANT. IN ADDITION, RECORDS OF THE PERMISSIBLE RACK CONFIGURATIONS READILY AVAILABLE ON SITE, ------------------------------------------------------------------
<br /> COLD-FORMED RACK COMPONENTS ARE EMBOSSED WITH A NUMERIC CHARACTER LOCATED INTERMITTENTLY S. THE RACK STRUCTURE IS DESIGNED FOR USE IN TYPICAL WAREHOUSE ENVIRONMENTS,EMPLOYING CAREFUL,
<br /> 6. ALL WELDED RACK COMPONENTS ARE MANUFACTURED IN A FACILITY CERTIFIED TO CSA W47.1. ALONG THEIR LENGTH THAT DENOTES THE SPECIFIC GAUGE(THICKNESS)OF THE STEEL USED.THIS FEATURE WELL-TRAINED MATERIAL HANDLING EQUIPMENT OPERATORS HANDLING STABLE PALLET LOADS.NO ALLOWANCE
<br /> WILL ASSIST IN IDENTIFYING SIMILAR COMPONENTS MANUFACTURED WITH DIFFERENT STEEL THICKNESSES. FOR CAPACITY DEGRADATION DUE TO IMPACT LOADS FROM FORKLIFT TRUCKS OR OTHER MOVING EQUIPMENT HAS ; Complete Storage System Solutions
<br /> 7. MAXIMUM ALLOWABLE PRODUCT LOAD IS 2500 LBS.UNIFORMLY DISTRIBUTED PER 108"WIDE x 42"DEEP SHELF BEEN INCLUDED IN THE DESIGN OF THE RACK COMPONENTS EXPOSED TO IMPACT.REFER TO ANSI B56.1,"SAFETY
<br /> LEVEL&1250 LBS.UNIFORMLY DISTRIBUTED PER 54"W x 42"D SHELF LEVEL 6. NO FIELD MODIFICATION OR ALTERATION TO THE RACK SYSTEM AND/OR ITS COMPONENTS IS TO BE UNDERTAKEN STANDARD FOR LOW/HIGH LIFT TRUCKS"FOR SAFE LIFT TRUCK OPERATION AND OPERATOR TRAINING. zr=h,t f T J:.:=r:`��t,+,.o./zJ,<:z crop(tot 5)Inc.
<br /> i WITHOUT APPROVAL BY KONSTANT.ANY APPROVED DEVIATION FROM KONSTANTS DRAWINGS MUST BE NOTED CONSIDERATION SHOULD BE GIVEN TO PURCHASING RACK PROTECTIVE GUARDING AND SAFETY ACCESSORIES,
<br /> 8. THE USER AND BUILDING ENGINEER SHALL BE RESPONSIBLE FOR ENSURING THAT THE STRUCTURAL DESIGN OF ON ALL DRAWINGS. DO NOT INTERMIX RACK COMPONENTS FROM DIFFERENT MANUFACTURERS AS THEY WILL 1303 North Service Road East,Unit 3
<br /> THE CONCRETE SLAB AND SUBGRADE IS ADEQUATE TO SUPPORT THE RACK POST LOADS.ASSUMED SLAB ADVERSELY AFFECT THE OVERALL PERFORMANCE AND SAFETY OF THE RACK STRUCTURE. _ 6. STORAGE RACK CAPACITIES ARE BASED ON RACKS BEING IN NEW CONDITION AND FREE OF ANY DAMAGE.ISOLATE Oakville,Ontario,Canada LGH 1 A7
<br /> THICKNESS=6"THICK AND fe=4,000 PSI FOR ANCHOR DESIGN. AND DISCONTINUE USE OF DAMAGED COMPONENTS;THEY ARE TO BE UNLOADED,REPLACED OR REPAIRED UNDER te;,915.337,5700 tax.905.337,5724
<br /> 7. THE RACK STRUCTURE IS TO BE INSTALLED SQUARE AND PLUMB.RACK FRAME POSTS ARE TO BE INSTALLED THE GUIDANCE OF KONSTANT OR AN ENGINEER.IT IS RECOMMENDED THAT A PLANNED MAINTENANCE
<br /> 9. RACK FRAME ALLOWABLE LOAD CAPACITY IS BASED ON BEAM LOCATIONS AND BEAM UNIFORMLY DISTRIBUTED WITHIN AN OUT-OF-PLUMB TOLERANCE OF q INCH PER 10 FEET OF HEIGHT IN THE TRANSVERSE(CROSS-AISLE) INSPECTION PROGRAM BE IMPLEMENTED TO VISUALLY IDENTIFY DISCREPANCIES WITH APPROVED DRAWINGS,
<br /> LOADING AS SHOWN IN THE ELEVATIONS. RECONFIGURATION OR REARRANGEMENT OF THE STRUCTURE IS NOT AND LONGITUDINAL(DOWN-AISLE)DIRECTIONS.STEEL SHIMS MUST BE THE SAME NOMINAL DEPTH AND WIDTH DAMAGED COMPONENTS AND POOR OPERATING PRACTICES.
<br /> ALLOWED WITHOUT PRIOR APPROVAL BY AN ENGINEER. AS THE BASE PLATE TO BE PLACE UPON IT AND PROVIDE FIRM CONTACT BETWEEN THE BASE PLATE AND THE
<br /> SUPPORTING CONCRETE. WHEN ACCIDENTAL SHIFTING OR DISLODGEMENT OF THE SHIMS CAN OCCUR,MEASURES 7. WHEN MODIFICATIONS ARE MADE TO THE RACKS OR THEIR CONFIGURATIONS,THEY MUST BE APPROVED BY AN
<br /> 10. MAXIMUM PALLET SUPPORT BEAM DEFLECTION IS L/180,WHERE-I!IS THE SPAN MEASURED WITH RESPECT TO MUST BETAKEN TO ENSURE THE SHIMS REMAIN IN PLACE. RACK STARTER BAYS MUST BE ANCHORED PRIOR TO ENGINEER AND THE DOCUMENTATION PROVIDED BY KONSTANT MUST BE UPDATED ACCORDINGLY-ANY
<br /> THE ENDS OF THE BEAM. COMMENCING INSTALLATION OF RACK ADD-ON BAYS. RECONFIGURATION OF THE RACK STRUCTURE MUST COMPLY WITH THE ANSI(RMI)MH16.1-12(R2019). O
<br /> CAUTION-ALLOWABLE LOADS MAY BE REDUCED IF RACK CONFIGURATIONS ARE ALTERED.BEFORE
<br /> 11. STEEL WIRE-WELDED DECKS,WHEN SUPPLIED BETWEEN RACK SUPPORT BEAMS,SHALL BE DESIGNED,FABRICATED, B. ANCHORS SHALL NOT BE INSTALLED LASER THAN 6"TO A SLAB EDGE,EXPANSION JOINT,OR ISOLATION JOINT. MAKING CHANGES,CONTACT KONSTANT,
<br /> TESTED AND UTILIZED IN ACCORDANCE WITH ANSI MH 26.2.
<br /> 9. ALL RACK POSTS ARE TO BE FIXED TO CONCRETE SLAB WITH FOUR(4)5/8"DIA.x 4-3/4"LONG HILTI WWIK BOLT 1' 8. REAR SAFETY BEAMS ARE A SAFETY MEASURE AGAINST ACCIDENTAL MISPLACEMENT OF PALLETS OWN LOAD BEAMS,
<br /> 12. THE USER OF THE RACK SYSTEM SHALL ENSURE THAT ALL FIRE PROTECTION REQUIREMENTS SUCH AS,BUT NOT EXPANSION ANCHORS PER POST.CONCRETE EMBEDMENT DEPTH OF ANCHORS TO BE 3-1/2".ANCHOR TIGHTENING THEY ARE NOT INTENDED NOR DESIGNED TO BE UTILIZED AS LOAD STOP BEAMS FOR THE POSITIONING OF
<br /> LIMITED TO,FLUE SPACES,SPRINKLER HEAD CLEARANCES,HOSE CONNECTIONS,FIRE EXTINGUISHERS,ETC., TORQUE TO BE 60 FT-LBS. INSTALL ANCHORS STRAIGHT AND AS PER HILTI SPECIFICATIONS. PALLETS DURING REGULAR PALLET STORAGE OPERATIONS AS SUCH FORCES IMPOSED BY LIFT TRUCK EQUIPMENT
<br /> COMPLY WITH APPLICABLE FIRE CODES BASED ON THE SHOWN STORAGE SYSTEM DESIGN AND COMMODITIES WILL COMPROMISE THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM.
<br /> BEING STORED.IN-RACK SPRINKLERS,IF REQUIRED,ARE TO BE DESIGNED AND INSTALLED BY OTHERS. 10, ALL RACK FRAME ROW SPACERS AND THEIR LOCATIONS ARE AS SPECIFIED ON RACK SIDE ELEVATIONS.THE ROW
<br /> SPACERS ARE TO BE INSTALLED AS CLOSE AS POSSIBLE TO THE FRAME BRACE JOINT POINTS. FORMED CHANNEL CUSTOMER:
<br /> 13. A MINIMUM CLEARANCE SHALL BE MAINTAINED BETWEEN THE RACK AND ANY COMPONENT OF THE BUILDING ROW SPACERS ARE INSTALLED WITH TWO(2)3/8"DYL x 1"L.HH BOLTS,FLAT WASHERS,LOCKNUTS PER END AT ***CUSTOMER MUST CONSULT WITH THE LOCAL BUILDING DEPARTMENT FOR BUILDING PERMIT REQUIREMENTS*** AMAZON CANADA FULFILLMENT SERVICES
<br /> STRUCTURE OF AT LEAST 13 INCHES IN THE DOWN-AISLE DIRECTION AND 6INCHES IN THE CROSS-AISLE SINGLE POSTS AND TWO(2)3/8"DIA,x 41.HH BOLTS,FLAT WASHERS,LOCKNUTS PER END AT DOUBLE POSTS. FULFILLMENT CENTRE DWS5
<br /> DIRECTION.
<br /> 11. ALL BOLTS MUST BE SAE 1429 GRADE 5,UNLESS SPECIFIED OTHERWISE.TORQUE TO SNUG-TIGHT CONDITION, - 6617 ASSOCIATED BOULEVARD,EVERETT,WA,98203
<br /> 14. SPECIAL INSPECTIONS SHALL BE COMPLETE IN ACCORDANCE WITH SECTION 1705.13.7 OF THE 2021 WASHINGTON WHERE PLIES ARE IN FIRM CONTACT,COMMONLY ACHIEVED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE ---
<br /> STATE BUILDING CODE. FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH. PROJECT:
<br /> SELECTIVE RACK STORAGE SYSTEM
<br /> 15. BASEPLATE AND ANCHORS MEET ALL LOCAL BUILDING CODE REQUIREMENTS.ALL OTHER RACK COMPONENTS MEET 12. ALL METAL SCREWS TO BE ITW BUILDEX SELF-DRILLING TEKS WITH HEX WASHER HEAD,UNLESS SPECIFIED
<br /> ALL LOCAL BUILDING CODE AND AMAZON'S SAN BERNARDINO REQUIREMENTS. OTHERWISE.THE FASTENER IS FULLY SEATED WHEN THE HEAD IS FLUSH WITH THE WORK SURFACE.THE
<br /> FASTENER MUST PENETRATE BEYOND THE METAL STRUCTURE A MINIMUM OF THREE(3)PITCHES OF THREAD.
<br /> SHEETTITE:
<br /> 13. ONE(1)SAFETY LOCKING CLIP/SHEAR PIN/BOLT TO BE INSTALLED AT EACH STORAGE BEAM END BRACKET NOTES
<br /> CONNECTOR TO PREVENT ACCIDENTAL DISENGAGEMENT OF THE BEAM CONNECTOR FROM THE FRAME POST WHEN
<br /> SUBJECTED TO AN UPWARD FORCE OF 1000 LBF PER CONNECTOR.
<br /> 14. FRONT-TO-REAR SUPPORTS,(PALLET SAFETY BARS,PALLET SUPPORT BARS,ETC.)WHEN SUPPLIED,MUST BE _
<br /> POSITIVELY RESTRAINED AGAINST LATERAL DISPLACEMENT;REFER TO DRAWING CONNECTION DETAILS. DATE. DRAWN BY:
<br /> OCTOBER 7,2024 1 P.VERHOEVEN
<br /> �Ln -- ORDER NO.
<br /> City of Everett Permit Services O ASS WN H EVERETT Reviewed for Permit 04/24/2025 ST P 15 zr DRAWNG NO.
<br /> STRUCTURAL DESIGI NLµ R Mc 24K1852D10
<br /> Gary K. Munkelt & ' ` �" C" SHEET NO, -
<br /> Associates, LLC
<br /> Structural Consulting Engineers Q C 1
<br /> 121 E. Chestnut Street,Suite 101 1 Eqd J 1 Souderton,PA 18964 ,
<br /> 4 �
<br /> Phone 215-855-8713 -�s,Y�vAs.� (SHEEP 1 OF 4)
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