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Report �c_R�.;,_ -�r��-- _ � _:;�: �1�..�m� t�:_�; :������ if U , :fits �� ?, i �..,.._.,_I /LGA- 1 �5 .. _s_' - _i E .'. _._ a ! ._ ' , #3�_ �'/,. ) _VGC �[„=r 1,' 11. - ,... -.�:_ ;p �[ ' J3 1 a i 1L." 217, �._� 7.�� E .J .3f N 11 1 !, r't s• ,C EIV .:_....a.-„� ,..i,.,.. 1_ � G . ]Li � 'i-'?��_��� "��C- �� fr r g� r r t-� •r-.� - t t a € �'�;"�( � "r t=i�-�t _ � .c�_:r� .. ..`:i...�, .I....i� 1_,.21[ .. . .;1. _ / .. :.I : ��� _ _,� ;�_ �� � 7 L f � _i L �, v _ _1. i ,11 _! _.=. _kL_ 1JL�_J� t ��1. L_ f ,__ I_ J �. K3,1_it_.,! �t �1 i ;.. �- -t S t '1 'It t { ,. t. �. 1 [ `( (� ri I -�- E f ( 1T (. �E. t ! . ..fit ,.a i,_ - }C i? �.�� r,r rr- - -- P"'1' ,` i2 ,�'ir",. Ir -97-, -r €'BU L.r C 4 GA - >> Li � � ` ! I „A Y THE VMC GROUP Aeroflex International Isolators it Amber/Booth Korfund Dynamics Vibration Mountings&Controls �3 t .IL � ? I 1 _j� PROJECT: WAL-MART#5935 , , LOCATION: PORTLAND (TIGARD), OR - t ` ,� i _�. i �l `._. %, 'I, ARCHITECT: --- ENGINEER: --- - .. -, .. ter.-.e. _..e�nie• ,...,�_..._„ ,-., .... mac.. i.� ..._....__._...—._....._.�_.......,.._............... �. i[ ', f'- CUSTOMER: SIERRA CONSTRUCTION _ _ P.O. NUMBER —�[ COMMENTS: TRANSMITTAL #1 � INCLUDED IS THE SEISMIC RESTRAINT SUBMITTAL FOR THE HVAC PORTION OF � THIS PROJECT. IF THERE ARE ANY ITEMS J THAT HAVE CHANGED OR ARE NOT -= - INCLUDED NOTIFY THE VMC GROUP '. COMPANY IMMEDIATELY SO REVISIONS CAN ' , :,:._. �.` ��3 s .BE MADECERTIFICATION WILL FOLLOW ,. x "w E UPON COMPLETION OF A FINAL �' INSPECTION. . it DATE: SEPTEMBER 03 2015 FILE NO.: 108470 , ID � 1 cfF € it ;t r , t 'i J3i _2 _I ; DL_}L.t.....� �...,. _ ��_.. t- jI �i a f ,l _J:,_.tI _ Iit 1 E' I �.ALI, ,!,_-�. , L__:_ 1 J, jL, II II r f `t 2 ...r �_•_ .� - - ., _ 1 - r -v.J -1 I r jL3! it �i_.-.. i S r .1_ _ - L`.�E,i._ 1 t;,- _ x. _, 1..�..."C-i�_1. .xla._,'_ _ z.._ _ �i. i.. a171i _ _ ,.:_1E 1 ., ., J:._.,tl.n< , t, j —cr't 7E r '} 1 i 1. ai. it (,lam 71 ._`1 j~I .�L.r J� j 1 .1_.. 1 T �I _ i E,. ft +I I .- �I� e� f f�'r'� + "i '� -'r- - i ( I� 1 �� I E !I-. _#L__ j4_��__: k....l� i :,....a,. Jf.,J,,..3'L;_.J A�. .. 4i +?. :411', ..iL�i_ Jf t E3_.,. �,.fE _,.. _ ..,..E. _ 1 Ir - r ,. eVM ' 3 i 1' ( ,i�.it� ,I it i. �_ i 1 ! L ; li i( E, I, PL-i" � E 1 'I" i 1._I�_ LA i Headquarters: 113 Ivi4,in_Street, Bloomingdale,;N j07403�!?Tel ,973 83$ 1780 Ftx 973 �. 1Housto'n 11930 Brit;trrioore�Pcirk`�D Houston TX 77041'*J6 711 713 46b 0003 •�FaX 713=4b�6 i3�55, ��>: I _J_1L L7Za_7__ _L_1'l.j,. __I!ter,_ j:- L_ ,,1.._. _I._ _� 1 V1:--y $Ymcg' _,1 t _ J' 1 --, ,A OU COttt � ,�....;,��..,'._.� .' .,. SEISMIC RESTRAINT SUBMITTAL JOB: WAL-MART #5935 LOCATION: PORTLAND (TIGARD), OR CUSTOMER: SIERRA CONSTRUCTION PO #: --- The following report has been performed for compliance with the applicable building codes and job specifications. Applicable Building Code: 2009 IBC Applicable Job Specification: SECTION 13080 Reference Transmittals: NONE Including Drawings: A-108470-201 to 210 GIN Douglas J. Thomas, P.E. t� ¢ Oregon Llcense Number Big Q� 9/ SMVE 9r 88389PE c Amber/Booth A VMC Group Company THE VMC G R O U R 1 11930 Brittmoore Park Dr 6ER Houston, Tx 77041 The Power of Together JAMES CAGE CODE SIZE S.O.NO. KEPI DATE: � jo /� A 108470 This report reflects information received and BY DATE: reviewed for seismic restraint as of date shown VT 9/3/2015 TRANSMITTAL # 1 __AA THE VMC GROUP Aeroflex International Isolators"Amber/Booth;,Korfund Dynamics!I Vibration Mountings&Controls PROJECT JOB / S.O. NUMBER TRANSMITTAL# WAL-MART #5935 108470 1 CUSTOMER BY DATE CHECKED DATE SIERRA CONSTRUCTION VT 9/3/2015 Table of Contents : I. Cover Page II. Stamp Cover III. Table of Contents IV. Errors and Omissions V. Seismic HVAC Schedules 201 VI. Summary of Critical Assumptions and Directive Statements 202 VII. Purpose 202 VIII. Scope 202 IX. Strategy and Assumptions 203 X. Allowable Loads 203 XI. Seismic Input Loads 204-205 XII. Isolation / Restraint Designation & Details 206 XIII. Cable Restraint Verification 207-208 XIV. SB Seismic Bracket Summary 209 XV. Restraint Attachment Details 210 ® DATE(MM/DD/YYYY) ACORO CERTIFICATE OF LIABILITY INSURANCE 06/30/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Marsh USA,Inc. NAME: PHONE FAX 1166 Avenue of the Americas _IA/C.No.Ext): (AIC No New York,NY 10036 E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC 65465-Prof-S-15-16 INSURER A:Lloyd's Of London 1122000 INSURED INSURER B: Amber/Booth A VMC Group Company INSURER C: 11930 Brittmoore Park Drive INSURER D: Houston,TX 77252 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: NYC-007606867-13 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE INSOADDL S II POLICY NUMBER YYYY MM DID MM EFF PLICY EXP LTRIDD YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE O RENTED CLAIMS-MADE _ OCCUR PREMISES(Ea oca nonce)_ $ MED EXP Any me.person) $ PERSONAL S ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY 0 PEC LOG PRODUCTS-COMP/OP AGG $ OTHER. $ AUTOMOBILE LIABILITY COMBIN D SING L LIMIT $ Ea ac r ent ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS AU7.�SWNED PRO PERTYDAMAGE $ IF., aca lent UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION l STATUTE PER I-ER' AND EMPLOYERS'LIABILITY Y/N ANY OFFICER/MEMBER EXCLUDED?ECUTIVE N/A EL EACH ACCIDENT $ (MIf andatory In NH) E.L.DISEASE-EA EMPLOYE $ DESCRIscribe under PTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1 $ A Manufacturers Engineering B0621PVMC00115 07/01/2015 07/01/2016 Limit 3,000,000 A Design Errors&Omissions B0621PVMcool 15 07/01/201 5 07/01/1016 Limit: 3,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Evidence of Coverage CERTIFICATE HOLDER CANCELLATION Amber/Booth SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE A VMC Group Company THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 11930 Brittmoore Park Drive ACCORDANCE WITH THE POLICY PROVISIONS. Houston,TX 77252 AUTHORIZED REPRESENTATIVE of Marsh USA Inc. I Manashi Mukher)ee ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD SEISMIC HVAC SCHEDULE Seismic Restraint # Equipment Equipment Equipment Ip z/h Support Structure Equipment Attachment [• E Weight(#) Isolator System Seismic Restraint Reference Drawings Qty Tag Make/Model Method 1 2 3 4 (By others) 1 2 UH-1, 2 MODINE 1.0 1.0 SUSPENDED (s) 315 N/A SB-125 SEISMIC ANCHORS PER A-108470-206 BDP250 BRACKETS CALCULATIONS (1)I,is the importance factor given for the equipment.If none is given,guidelines from the codes will be used and worst case scenario assumed. (z)z is the height above grade where the equipment is located;h is the height of the roof above grade.z/h is ratio of equipment to the roof elevation.If not given,The VMC Group may assume the roof as worst case. (3)Method of support is suspended,floor supported or wall mounted.Substrate is(c)concrete,(s)steel,(w)wood,(sm)sheetmetal,(rc)roof curb,(Ic)lightweight concrete,(CMU)Masonry per ASTMC90, (GCMU)grout filled CMU JOB: WAL-MART#5935 Amber/Booth- LOCATION: PORTLAND (TIGARD), OR A VMC Group Company CUSTOMER: SIERRA CONSTRUCTION r Houston,TX 77041 By Date Checked Date FILE NO. DWG. NO. Rev By Description Date VT 1 9/3/2015 1 1 1 108470 201 THE VMC GROUP Aeroflex International Isolators s Amber/Booth Korfund Dynamics;;Vibration Mountings&Controls PROJECT JOB / S.O. NUMBER REV. NO. DWG. NO. WAL-MART #5935 108470 202 CUSTOMER BY DATE CHECKED DATE SIERRA CONSTRUCTION VT 9/3/15 IV. SUMMARY OF CRITICAL ASSUMPTIONS AND DIRECTIVE STATEMENTS: 1. This analysis does not certify that the concrete housekeeping pads, building structure, isolated or restrained equipment, or any other attached equipment, such as piping or ductwork, is capable of handling the applied seismic loads. Any non-VMC Group mounting supports, brackets, or other means of attachment must be independently certified. This calculation only certifies the seismic restraint capability of the VMC Group supplied mounting equipment and the attachment of said equipment. 2. Weight and dimensional data was provided by the customer. Information not provided for in the job specification must be verified by the building engineer.The values used in this analysis should be verified. If they vary, disregard these recommendations and notify The VMC Group of the changes. 3. All accessory attachments (pipe, conduit, etc.) to the equipment shall be attached in a manner that allows relative motion (flex, swing joint/elbow, etc.) to prevent failure due to differential movement between the equipment and attached accessory caused by seismic loading on the system. 4. Unless noted on the drawings, all drawings in this report are considered not to scale. 5. All housekeeping pads must be properly dowelled and reinforced by others to carry the dead weight and any seismic loads. 6. When several pieces of equipment are installed identically, the most critical one is analyzed. 7. When installing concrete expansion anchors, they must be torqued to manufacturer recommended settings to ensure maximum holding capacity in the concrete. Observe concrete edge distance and anchor spacing limitations as expressed by the anchor manufacturer or ICCES rating publication. For anchors installed in the underside of the slab, embedment depth must be at least one half of the slab thickness to ensure the anchor is embedded in the compression zone of the slab. 8. If isolators are supplied by The VMC Group Company, the structure supporting the isolators must have a stiffness ten (10) times that of the isolator spring or three (3) times the natural frequency of the isolators. The equipment itself and any steel structure between the equipment and the isolators are considered rigid for calculation purposes. V. PURPOSE: This report is submitted to SIERRA CONSTRUCTION for the WAL-MART#5935 project to verify that the seismic restraints provided and/or recommended by The VMC Group will safely accept loads resulting from seismic forces and normal operating loads. For equipment isolated by The VMC Group, this report verifies adequate isolation per the job specification listed on tile page or standard industry practice when specification is not available. VI. SCOPE: This report covers only seismic restraints, isolators, and engineering recommendations provided by The VMC Group for use as listed in the schedule. This report does not cover equipment supplied by other vendors. The structural design professional must verify the adequacy of the superstructure or substructure to which The VMC Group components or specified hardware are attached. The structure must withstand the seismic loads applied at restraint locations. The following report has been performed for compliance with the applicable building codes and the job specification listed on title page or standard industry practice when specification is not available. If there are any specifications or information that supersede the assumptions made herein, this analysis may be invalid, and the The VMC Group must be notified for review of changes. THE VMC GROUP Aeroflex international Isolators Amber/Booth r Korfund Dynamics",Vibration Mountings&Controls PROJECT JOB / S.O. NUMBER REV. NO. DWG. NO. WAL-MART #5935 108470 203 CUSTOMER BY DATE CHECKED DATE SIERRA CONSTRUCTION VT 9/3/15 VII. STRATEGY AND ASSUMPTIONS: For the purposes of this analysis, it must be assumed that the building and its internal structure have been designed to perform as required by the adopted building code in response to an earthquake and remain intact and functioning after such an event. Per code the equipment must be restrained and not break away from its supports during an earthquake. The forces acting on a piece of equipment are the vertical and lateral forces resulting from the earthquake, the force of gravity, and the forces at the restraints that hold the equipment in place. The analysis assumes that the equipment does not move beyond the restraints during the earthquake. The acceleration at its center of gravity generate forces that must be balanced by reactions at the restraints. The code allows equipment to be analyzed as though it were a rigid component; however, factors (ap, Rp) are applied within the computation to address flexibility issues for particular equipment types or flexible mounting arrangements. Given the above, the problem can be reduced to a static analysis, and code specified static equivalent seismic force will be used. The forces acting on the restraints include both shear and tensile components. The application direction of the lateral seismic acceleration can vary and is unknown. Depending on its direction, it is likely that not all of the restraints will be affected or share the load equally. This report will determine the worst case combination of forces at all restraint points for any possible direction that the acceleration can follow to ensure that the restraints are adequate. It is assumed that the equipment is design to be strong enough to transfer the load path from its center of gravity to the restraint connection points without failure. Under some instances (particularly those relating to life support issues in hospital settings) newer code requirements indicate that critical equipment must be seismically qualified to ensure its continued operation during and after a seismic event. Special care must be taken in these situations to ensure that the equipment has been certified to meet the maximum anticipated seismic load. VIII. ALLOWABLE LOADS: Unless otherwise specified, allowable bolt loads are per the Manual of Steel Construction -AISC 9th Edition. All concrete is assumed to be 3000 psi minimum compressive strength. For The VMC Group products and Cable Kits: Ratings are per test and/or analysis. For Concrete Anchors: Ratings are per ICC ESR reports. For model LRC cable restraints: Ratings are per U.L. testing THE VMC GROUP Aeroflex International Isolators'Amber/Booth! Korfund Dynamics I°Vibration Mountings&Controls PROJECT JOB / S.O. NUMBER REV. NO. DWG. NO. WAL-MART #5935 108470 204 CUSTOMER BY DATE CHECKED DATE SIERRA CONSTRUCTION VT 9/3/15 IX. SEISMIC INPUT FORCES: These calculations certify that the VMC components and specified hardware, when properly installed, are capable of safely supporting a maximum seismic load based upon the ASD load combinations from ASCE-7: 1.OD(+/-) 0.7E (2.4.1 eq. 6) 0.6D(+/-) 0.7E (2.4.1 eq. 7) Where: E= pQE(+/-).2SdsD p= Reliability factor: taken as 1.0 for mechanical and electrical components QE = horizontal seismic force Fp Sds= Design spectral response D = Dead load (0.2SdsD is taken in the vertical direction) Final Seismic Loading Conditions: 1: Vertical Load (Pz) _ (1.0 + 0.7*0.2*Sds)*Wp Horizontal Load (Px) = 0.7*Fp 2: Vertical Load (Pz) _ (0.6 - 0.7*0.2*Sds)*Wp Horizontal Load (Px) = 0.7*Fp Horizontal Seismic Force per equation 13.3-1 (ASCE): Fp = 0.4*ap*Sds*(1+2(z/h) *Wp (Rp/Ip) Where: ap = The attachment amplification factor from table 13.6-1 (ASCE) Sds = Design Spectral Response Acc. at short period, Section 1613.5.1 Sms = Max Earthquake Spectral Response Acc. for Short Period Fa = Site Coefficient from Table 1613.5.3 (Use D" if unknown) Ss = Mapped Spectral Acc. for Short Period, Section 1613.5.1 z = Height of the equipment attachment to structure. h = Average Roof Height Rp = Component Response Modification factor from Table 13.6-1 (ASCE) Ip = Component Importance factor from section 13.1.3 (ASCE) Wp = The operating weight of the system And: Sds = (2/3)*Sms Sms = Fa*Ss THE VMC GROUP Aeroflex International Isolators,-Amber/Bootlj]Korfund Dynamics; Vibration Mountings&Controls PROJECT JOB / S.O. NUMBER REV. NO. DWG. NO. WAL-MART #5935 108470 205 CUSTOMER BY DATE CHECKED DATE SIERRA CONSTRUCTION VT 9/3/15 IV. SEISMIC INPUT FORCES: Occupancy Category = II Ss = 1.079 Zip Code: 97223 Site class = C Location: ANAHEIM, CA Therefore use Seismic Design Category D From the appropriate tables: Fa = 1.00 Sds = 0.719 Table 1 Equipment Pi in Concrete Attachment Steel Attachment Hazardous Non-Hazardous For: ap = 1.0 ap = 1.0 ap = 2.5 ap = 2.5 Rp = 1.5 Rp = 2.5 Rp = 3 Rp = 3 Ip = 1 Ip = 1 Ip = 1.5 Ip = 1 At: z/h = Fp = Iz/h = Fp = z/h = Fp = z/h = Fp = 0.0 0.19 g's 0.0 0.12 g's 0.0 0.36 g's 0.0 0.24 g's 0.2 0.27 g's 0.2 0.16 g's 0.2 0.50 g's 0.2 0.34 g's 0.4 0.35 g's 0.4 0.21 g's 0.4 0.65 g's 0.4 0.43 g's 0.6 0.42 g's 0.6 0.25 g's 0.6 0.79 g's 0.6 0.53 g's 0.9 0.54 g's 0.9 0.32 g's 0.9 1.01 g's 0.9 0.67 g's 1.0 0.58 's 1.0 0.35 's 1 1.0 1.08 's 1.0 0.72 's Satisfying the upper and lower bounds: At Ip = 1.0, Fp Min = 0.216 g's At Ip = 1.5, Fp Min = 0.324 g's 0.3*Sds*Ip*Wp < Fp < 1.6*Sds*Ip*Wp At Ip = 1.0, Fp Max = 1.151 g's At Ip = 1.5, Fp Max = 1.73 g's Table 2 At z/h = Ph Pz Ph Pz Ph Pz Ph Pz 0.0 Grade 0.23 g's 1.10 g's 0.23 g's 1.10 g's 0.25 g's 1.10 g's 0.23 g's 1.10 g's Condition 0.2 0.23 g's 1.10 g's s 0.23 g's 1.10 g's 0.35 g's 1.10 g's 0.23 g's 1.10 g's 1 0.4 0.24 g's 1.10 g's 0.23 g's 1.10 g's 0.45 g's 1.10 g's 0.30 g's 1.10 g's 0.6 0.30 g's 1.10 g's 0.23 g's 1.10 g's 0.55 g's 1.10 g's 0.37 g's 1.10 g's 0.9 0.38 g's 1.10 g's 0.23 g's 1.10 g's 0.70 g's 1.10 g's 0.47 g's 1.10 g's 1.0 Roof 0.40 's 1.10 's j 0.24 's 1.10 's 0.76 's 1.10 g's 0.50 's 1.10 's 0.0 Grade 0.23 g's 0.50 g's 0.23 g's 0.50 g's 0.25 g's 0.50 g's 0.23 g's 0.50 g's 0.2 0.23 g's 0.50 g's 0.23 g's 0.50 g's 0.35 g's 0.50 g's 0.23 g's 0.50 g's Condition 0.4 0.24 g's 0.50 g's 0.23 g's 0.50 g's 0.45 g's 0.50 g's 0.30 g's 0.50 g's 2 0.6 0.30 g's 0.50 g's 0.23 g's 0.50 g's 0.55 g's 0.50 g's 0.37 g's 0.50 g's 0.9 0.38 g's 0.50 g's 0.23 g's 0.50 g's 0.70 g's 0.50 g's 0.47 g's 0.50 g's 1.0 Roof 0.40 's 0.50 's 0.24 's 0.50 's 0.76 's 0.50 's 0.50 's 0.50 's �Reslminl loalion5 Ph rCenterorrestrafnls --*-Phx� Pz Y Ycg hcg l Ycr Y=O ------ o9 9 xc � Planview Elevation THE VMC GROUP Aeroflex International Isolators'Amber/Booth Korfund Dynamics l Vibration Mountings&Controls PROJECT JOB / S.O. NUMBER REV. NO. DWG. NO. WAL-MART #5935 108470 206 CUSTOMER BY DATE CHECKED DATE SIERRA CONSTRUCTION VT 9/3/2015 Isolation / Restraint Designation & Details TAG QTY. ISOLATOR RESTRAINT LAYOUT 5,3 rPE 5N5MIC PFA(Mf (Use%01,M2 GoPcr,�5 f ro, CONNll cWN f0 COUIPh41iJ1") UH-1, 2 2 N/A (2) SB-125-01 CABLE KITS Reference Drawings: A-108470-207 to 209 NON ISOLATED CALCULATION Fo=(0.4a„SDSI^)(1+2(z/h))Wdl.4 where,0.3SDSlpWd1.4<Fp<1.6SDSI„Wd1.4 T ap: 2.5 SDs: 0.719 45•./_10• L —$ Ip: 1.5 i P t--Lcg— RP: 6.0 1 ( F WP: Equipment Wt. W 4s•._to• z: See table(equipment height above grade) WcgXJ \ __ h: 1 (roof height above grade) Cable Tension: T= Fp/Cos(0) PLAN VIEW \ ELEVATION T F,: Allowable restraint assembly tension Note:All dimensions in inches unless noted otherwise. T Ft Equipment Tag. Ref.Drawing Cable Size VMC Seismic Bracket L I W_ , Lcg Wcg 0 WP z Fp NOTE NOTE (T/Ft)<1.0 (1) (2) UH-1,2 A-108470-206 1/8 SB-125 25.0 22.0 12.5 11.0 49 315 1 121 184 667 0.28 Notes 1.The VMC Group's registered professional engineer has reviewed the above seismic restraint selection for compliance with building code,job specifications,and accepted engienering practice for seismic restraint. This review covers only restraint material supplied by The VMC Group. The structural design professional must verify the adequacy of the structure to withstand the seismic loads imparted to structure at restraint locations. Max loads for a given restraint are shown above in column"T" 2.Ft is the maximum allowable seismic load per cable. This allowable load is the lower of either the cable of the structural attachment. Method of attachment to the structure must be approved by the structural design professional. CABLE RESTRAINT SELECTION FOR SEISMIC LOADING C THE VMC GROUP Aa.+otlex L'pnntatiOnal It01a:Gts+AmtP nBOnth!Kndund Dynamics;Vihmtiop Mnuntings&t OnVOIS JOB WAL-MART#5935 DRAWN DATE DRAWING REV LOC. PORTLAND(TIGARD),OR VT 9/3/15 CONTR.SIERRA CONSTRUCTION CHK DATE A-108470-207 NO. REVISION BY DATE THE VMC GROUP Aerollex International Isolators;,Amber/Booth Korfund Dynamics Vibration Mountings&Controls PROJECT JOB/ S.O. NUMBER REV. NO. DWG. NO. WAL-MART #5935 108470 208 CUSTOMER BY DATE CHECKED DATE SIERRA CONSTRUCTION VT 9/3/2015 Analysis of the VMC SB-125 Seismic Restraint Bracket Tag: UH-1, 2 Calculation to verify the SB-125's capacity to withstand T the worst case seismic loading on this job. i Pt = Ft * sin(45) Pv = Ft * cos(45) _ I, P� - V Worst case tension in cable was calculated 184# i Summing moments about one end yields: 1 .5071 (2.4505) * Pt 2.4505 = (1.5071) * T �, T = 212# Summing forces yields: i P V = Pv t V = 130# Check the anchorage of the SB-125 to concrete structure: For connections to grout-filled masonry wall, use (1) 1/2" Hilti Kwik Bolt III with a 2-1/4" Embedment. The anchor must not be closer than 12" from the edge of the wall. See below for placement guidelines. The masonry prism strength must be minimum 1,500 psi at the time of anchor installation. (T/Tallow)�5�3) + (V/V, llow)(5/3) must be less than 1.0 Per ESR-13851 Taro, = 533# and Vallow = 1,171# (212#/533#)^(5/3) + (130#/1,171#)^(5/3) = 0.24 Note: If the SB-125 bracket is being attached to structural WOOD or STEEL, an ASTM A307 1/2" diameter LAG BOLT (wood only) or THRU BOLT is an acceptable alternative. All attachments to structure must be approved by the Structural Engineer of Record (SER). Anchor Installation is Restricted to Non—Shaded Areas / - ao r I V� \ ' M L1 —3/8" Concrete Masonry Unit Mortar Joint 1 -3/8 -- (Grouted) THE VMC GROUP Aeroflex International Isolators°AmbedBooth f Korfund Dynamics,'Vibration Mountings&Controls PROJECT FILE NO. REV. NO. DWG. NO. WAL-MART #5935 108470 209 CUSTOMER BY DATE CHECKED DATE SIERRA CONSTRUCTION VT 9/3/15 SUMMARY AND COUNT SHEET CABLE RESTRAINT SCHEDULE (TOT.) VMC MIN. DIA. MIN. ANCHOR MAX REF. DRAWINGSBRACKET CABLE QN'fl� MODEL DIA. (IN.) ANCHOR EMBEDMENT LOAD BOLT (IN.) (IN.) (LBS.) NUMBE A-108470-207 4 SB-125-01 1/8 SEE A-108470-208 667 SB-125-02 1 1/8 1 N/A 667 SB-250-01 1 1/4 1 N/A 2330 (1) EACH KIT CONSISTS OF (2) SLOTTED SB-125 BRACKETS, (2) REGULAR SB-125 BRACKETS WITH HARDWARE. 7 X 19 CABLE PER KIT IS SUPPLIED ON A SPOOL. SUBMITTED BY C� THE VMC GROUP Aeroflex International Isolators Amber/Booth ;, Korfund Dynamic Vibration Mountings&Controls �r .._!.. _:.. �. .. . .. ... . ... _,. _. ..._.. .:__.,__�.�..,.. .. ., 1. �I^