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SITE PLAN STORAGE RACK STANDARDS PROJECT DIRECTORY CO •
<br /> �a
<br /> {/��'-\j 0 1. THE OWNER IS RESPONSIBLE FOR DISPLAYING IN ONE OR MORE INTEGRATOR: EQUIPMENT DEPOT I EQ SOLUTIONS s�
<br /> 2 0 ° iD" ' 0 " • + CONSPICUOUS LOCATIONS A PERMANENT PLAQUES.EACH PLAQUE _
<br /> 0 Q ( ) 12393 SLAUSON AVE O os
<br /> ? "" �� I� SHALL HAVE AN AREA OF NOT LESS THAN 50 SQUARE INCHES. �_
<br /> �� .+ WHITTIER CA 90606
<br /> _ • j PLAQUES SHALL SHOW IN CLEAR,LEGIBLE PRINT THE FOLLOWING: (562)949-1000 ~ d�
<br /> k - THE MAXIMUM PERMISSIBLE UNIT LOAD AND/OR MAXIMUM UNIFORMLY •
<br /> c DISTRIBUTED LOAD PER LEVEL. ENGINEER: ENGINEERING&DESIGN INC a°
<br /> j,- STRUCTURAL15 WRIGHT AVE#200c. o
<br /> r " I ;; - • THE AVERAGE UNIT LOAD(P AVG,SEE RMI SECTION 2.6.2)IF LA VERNE CA 91750 CO cai.ii a 1•
<br /> --:u M=. I. a
<br /> I — NJ C� O- �� APPLICABLE. (909)596-1351 0 LI d w i'
<br /> WZ a
<br /> ` MAXIMUM TOTAL LOAD PER BAY.THE UNIT LOAD IS TYPICALLY A Ili
<br /> =2 °w ss
<br /> �� O �.�E• _"� -x 3 I C c>i < -u Cs) v Z "�" 0 3
<br /> = 1` SINGLE PALLET OR CONTAINER AND ITS CONTENTS THAT ARE 3 LL
<br /> fJ FIRE CONSULTANT: TRIAD FIRE CONSULTANTS m ;
<br /> a : I MECHANICALLY TRANSPORTED.STORAGE LEVELS HAVING MULTIPLE 10 HUGHES#A207 •ui °
<br /> I,a STACKING OF UNIT LOADS SHALL BE IDENTIFIED.IT IS THE IRVINE CA 92618 z w m s1
<br /> i I ' RESPONSIBILITY OF THE OWNER TO ENSURE THAT THE RACK SYSTEM N> .4
<br /> (949)777-5583
<br /> '. IS NOT ALTERED IN A MANNER THAT INVALIDATES THE PLAQUE Pli m g .i
<br /> ..::4. -- - ! .- } INFORMATION. a
<br /> v CONTRACTOR: SEIDON CONSTRUCTION LLC 'P
<br /> j 2. OUT-OF-PLUMB LIMIT:THE MAXIMUM TOP-TO-BOTTOM OUT-OF-PLUMB 9901 264TH STREET CT E W § s
<br /> ;: 4 RATIO FOR A LOADED RACK COLUMN IS 1/240(FOR EXAMPLE,1/2 GRAHAM,WA 98335 w. o I5
<br /> INCHES PER 10 FEET OR 12.5 MM PER 3 M OF HEIGHT).THIS STANDARD (206)47 t
<br /> _ ) 3-9657 LICENSE#SEIDOCL821MC tl w
<br /> •
<br /> —1, -AIN —— (� IS IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARD ANSI Z Z
<br /> ° MH16.1:2012(A REVISION OF MH16.1:2008),SPECIFICATION FOR THE a
<br /> -0 I Iz• 's: DESIGN,TESTING,AND UTILIZATION OF INDUSTRIAL STEEL STORAGE OWNER: TERRA POWER LLC 51 z g 33
<br /> AREA OF WORK ��AlRACKS.COLUMNS WHOSE OUT-OF-PLUMB RATIO EXCEEDS THIS LIMIT 15800 NORTH UP WAY
<br /> /
<br /> 'r n SHOULD BE UNLOADED AND REPLUMBED.ANY DAMAGED PARTS MUST
<br /> \ I BE REPAIRED OR REPLACED BELLEVUE,WA 98008
<br /> (779)205-8366 0 C
<br /> 3. OUT-OF-STRAIGHT LIMIT:THE MAXIMUM OUT-OF-STRAIGHT RATIO FOR
<br /> 11¢ A LOADED RACK COLUMN IS 1/240(0.05 INCHES PER FOOT OR 1/2 BUILDING DATA
<br /> I n INCHES PER 10 FEET OR 12.5 MM PER 3 M OF HEIGHT).COLUMNS z u -p ..---)
<br /> r 4, ,-.— ---- �__ I UNLOADED AND REPLUMBED.ANY DAMAGED PARTS MUST WHOSE OUT-OF-STRAIGHT RATIO EXCEEDS THIS LIMIT BE
<br /> BE CONSTRUCTION: TYPE III-B ��� 2024
<br /> . I '
<br /> I ., " ' e i , REPAIRED OR REPLACED. OCCUPANCY: B/S1 ix
<br /> J. I L. 4. MINIMUM DISTANCE REQUIREMENTS BETWEEN RACKS AND ADJACENT SPRINKLERED: YES
<br /> CITYRE T
<br /> BUILDING COMPONENTS MUST COMPLY WITH ASCE 15.5.3.8 AND RMI DESCRIPTION OF USE: WAREHOUSE
<br /> I.-- k 2.6.6.CROSS AISLE CLEARANCE IS CALCULATED USING 0.02 TIMES THE
<br /> Fermit Services
<br /> ._i, `� TOP SHELF HEIGHT,WHILE DOWN AISLE CLEARANCE USES 0.05 TIMES CEILING CLEAR HEIGHT: 30'-4"TO 32'-4"
<br /> L ° THE TOP SHELF HEIGHT.SEISMIC SEPARATION IS NOT REQUIRED TO BE w
<br /> _ ____J J CHECKED IN SEISMIC DESIGN CATEGORIES A,B,OR C. TOP OF STORAGE HEIGHT: 19'-6" a
<br /> ' r OVERALL FLOOR PLAN 5. THE INSTALLATION OF STORAGE RACKS MUST COMPLY WITH CBC&IBC NUMBER OF STORIES: 1 a l
<br /> ~ `J GUIDELINES FOR EXIT SIGNS,EGRESS ILLUMINATION,AND EMERGENCY BUILDING SQ.FT: 122,196 ''
<br /> VICINITY MAP POWER SYSTEMS.FIELD INSPECTORS WILL VERIFY THESE STORAGE RACK SQ.FT: 1,185
<br /> REQUIREMENTS AND MAY REQUEST PLANS TO DEMONSTRATE CLIENT:
<br /> COMPLIANCE.ADDITIONAL PERMITS MAY BE NECESSARY FOR STORAGE RACK LN.FT: 322
<br /> �1 + ENHANCEMENTS TO EGRESS.
<br /> ,„,., („ STORAGE RACK MAINTENANCE REFERENCE CODES
<br /> 1-�, TERRA POWER LLC
<br /> ` { ?: ' ��- <� .r+• a •�. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK 2021 INTERNATIONAL BUILDING COD EcisovE,
<br /> :. " '' SYSTEM BY ASSURING PROPER OPERATIONAL,HOUSEKEEPING,AND
<br /> " w OJECT ADDRESS:
<br /> , :, ... . ' ... .
<br /> " MAINTENANCE PROCEDURES,BUT NOT LIMITED TO,THE FOLLOWING: 2021 INTERNATIONAL FIRE CODES
<br /> ,z°•; , ` < 2016 AISI S100 3 41 SEAWAY BLVD SUITE 120
<br /> >.., . pAial�cC e,vauQ'4 x . PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF THE
<br /> ,� 2012 RMI/ANSI MH16.1 ERETT,WA 98203
<br /> # •, '; t' 'k • 'f; ' e F OVERALL RACK SYSTEM. APR 26 2024
<br /> r id `£ ° k . # • REGULARLY INSPECT FOR DAMAGE.IF DAMAGE IS FOUND, ASCE 7-16 EET TITLE:
<br /> Li J �' '•t ACI 318-19
<br /> IMMEDIATELY UNLOAD THE AFFECTED AREA AND REPLACE OR REPAIR CITY ���RE7
<br /> } ' ANY DAMAGED COLUMNS,BEAMS,OR OTHER STRUCTURAL
<br /> � � (EMC) EVERETT MUNICIPAL CODES COVER
<br /> s' COMPONENTS.
<br /> '- � SCOPE OF WORK Permit Services SHEET
<br /> 1-- ' :Iti '
<br /> ` • REQUIREALL PALLETS TO BE MAINTAINED IN GOOD,SAFE,OPERATING
<br /> w !- ' 1 ` I« a� I ': CONDITION. THE SCOPE OF WORK IS STRICTLY LIMITED TO THE INSTALLATIONOFDRAWING APPROVAL
<br /> ` Q s -+C 14PRE-MANUFACTURED PALLET RACK SYSTEMS.ALL OTHERDEPICTED0- • • ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD ❑ APPROVED AS IS
<br /> w p ,k - SUPPORT MEMBERS IN PROPERLY STACKED AND STABLE POSITION. COMPONENTS ARE DESIGNATED TO REMAIN UNALTERED.ON-SITE j❑ APPROVED WITH CHANGES
<br /> W QJ - { ' € '❑ NOT APPROVED
<br /> O Q v N +a ''$ WELDING ACTIVITIES ARE PROHIBITED.
<br /> rN-I CC _ N , ++ ! • REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE SIGNATURE
<br /> w U O 1CO n ; PROPERLY STACKED AND STABLE.
<br /> U r./ Y STORAGE TYPE
<br /> H z cm w LL p .., np a•ZO D Sp, i1 • PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION,INCLUDING
<br /> p O ��a� (�I , t . THE TOP MOST POSITION,UNLESS THE RACK SYSTEM IS SPECIFICALLY ❑ SINGLE ROW RACK STORAGE NPO Zhq THIS DOCUMENT CONTAINS PROPRIETARY
<br /> ICH
<br /> J -I Z y ' p '' DESIGNED FOR SUCH LOADING. ® DOUBLE ROW RACK STORAGE D91aiy 9"ea `� IS OWNED BY EQUIPMENT DEP MATERIAL AND/OR INFORMATIONOT,AND
<br /> _ ¢ '° T>: ) j Enhao brE"hao�ha. ,i ��,
<br /> CO CD _ ( / WHICH IS GIVEN IN CONFIDENCE.THE
<br /> ., , '.°. I. _ p Dace 20,4.03]6 PARTY ACCEPTING THIS DOCUMENT
<br /> Q w W Q = s" k {_1 t a • , II, t sp • ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A ❑ MULTI-ROW RACK STORAGE ang Irma moo j� ASSUMES CUSTODY THEREOF NO
<br /> U \ :),..9c)
<br /> „ y ��y # ' a, ( MANNER NOT WITHIN THE ORIGINAL DESIGN CONFIGURATIONS. "� AGREES NOT TO REPRODUCE,TO USE IN
<br /> Z 9Q Y
<br /> 0 3 3 3 Ct P.4 sNG" NY WAY INCLUDING MNUFACTURING,
<br /> L� Q O N O ._ i '- a OR TO DIVULGE TO A THIRD PARTY THE
<br /> o Lu Q a O CLu Z " ' STORAGE RACK SPECIAL INSPECTION SHEET INDEX w "'" DOCUMENT OR DETAILS HEREIN WITHOUT
<br /> CtQLY Q Y ' $-$ - EXPRESS WRITTEN PERMISSION FROM
<br /> 0 p Q CC N 2 U N U J _... , . t► r 4, ALL WELDING,EXCEPT IF DONE AT AN APPROVED FABRICATOR'S SHOP, COVER SHEET CV-100 EQUIPMENT DEPOT.
<br /> N rn w w O Q < o MUST BE CONDUCTED BY CERTIFIED WELDERS.SPECIAL INSPECTION IS sPEGIUIsr:
<br /> DD M v1 H U Z \� * s k STORAGE RACK FLOOR PLAN FP-100 ALFONSO MORAN
<br /> J� _ L±�Y_En i. 1 "e `„ *' + REQUIRED FOR ANY FIELD WELDING;FIELD WELDING IS NOT PERMITTED
<br /> f 1 e 4 .. WITHIN THE SCOPE OF THIS SUBMITTAL'S WORK. STORAGE RACK PLAN VIEW PV-100 DRAWN e
<br /> >' - '. i e
<br /> 6YNTHIA MARTINE2
<br /> vnj v m ty x, STORAGE RACK ELEVATIONS EV-100
<br /> • ADDITIONALLY,PERIODIC INSPECTION IS REQUIRED FOR ANCHORAGE OF DATE' REV: n
<br /> v CD a O -O y _ . < y3/12/2024 / \
<br /> N I- a1 . CU t ; -*I' r , 7 c.l 3% STORAGE RACKS THAT ARE 8 FEET OR TALLER IN STRUCTURES STORAGE RACK PATH OF TRAVEL PT-100
<br /> + L7 i + fO a n 3 . 1E t4• CATEGORIZED UNDER SEISMIC DESIGN CATEGORIES D,E,OR F.PRIOR PROJECT NO. SCALE
<br /> C �. N a _ _ 4:IP-It-
<br /> d,"
<br /> - Q c C i= H ^'y APPROVAL FROM THE BUILDING DEPARTMENT IS NECESSARY FOR
<br /> N 'S N Q ,- _O N �,,' ae" - + >; , ^ TESTING AGENCIES THAT INTEND TO CONDUCT TESTS,AND ALL STRUCTURAL DETAILS SED 1 OF 1 SHEET NO.
<br /> a �, 0 H- Q in- N p . j RESULTING TEST REPORTS MUST BE SUBMITTED TO THE BUILDING
<br /> DEPARTMENT BEFORE THE FINAL INSPECTION PROCESS. CV-100
<br />
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