Loading...
Report (79) 00\09- 00035 . C` 5 0 J`,�f HYDRO-TEMP MECHANICAL, INC. HYDRO ' 28465 SW Boberg Road •Wilsonville,OR 97070 6 m Tel 503.582.8525 • Fax 503.582.1914•CCB#63907 www.hydrotempmech.com Twality Middle School RECEWED Tualatin, OR t.4AY 1 8 2020 GOOF TIGARD '3U!LE NG:D!VlSIoN 220548 Vibration and Seismic Controls for Plumbing Piping and Equipment 1.04A.1 Shop Drawings—Submittal OFFICE COPY Building for our community, Building for the future. M1 = MASON INDUSTRIES, INC. i_ c 350 Rabro Drive•Hauppauge,NY 11788.631/348-0282•FAX 631/348-0279 2101 W.Crescent Ave,Suite D•Anaheim,CA 92801.714/535 2727•FAX 714/535 5738 Reply to-P.O.Box 410, Smithtown,NY>1787 Representatives in the U.S.A.&throughout the World NEOPRENE SAFEFLEX MOUNTINGS CONNECTORS r : ",,,, ...... ...., _ .._ ___ e) SUMTTAL DATA s. e j /ini L45 J PROJECT : TWALITY MS N, MIA\JI ARCHITECT : v" �e a� ENGINEER : �.. F CONTRACTOR: '•.,• 4,1P SPRING MOUNTS ��1, P.O. NUMBER : *, COMMENTS : HANGERS l ®L SEISMIC BRACING FOR SUSPENDED PIPING SYSTEM ti r.i! , : sd 0 pi t...o• it...iy I.,. , DATE : 4/8/20 M.I. No. : E.O. 34017 40114100,, _."-., -r-,- 00 tei .40p,oi.. oc,4417,iiiiEp PRO' 4,,,, IN ` '/ ,`' LNG Efi,Q O c. \ .i '� 4 $2� EP OREGON FLOATING FLOORS, C+> CEILINGS&WALLS I, `�gR.27 1 .F.. . IrI1111111111111 : 2rd' DHO i , < <����� l EXPIRES: 12/91/201 !.1,,. � . i, u111111111111111ii 40 111111111111 11n 1111111111111111 BASES a SEISMIC SELECTION CALCULATIONS (SOLID BRACING OF SUSPENDED PIPING) Horizontal seismic force factor per ASCE 7-10,section 13.3.1: 0.4xaPx xW S R P x(1+2x h) x0.7 ASD Fph = \ (ASD) P _ IP - Except that Fph shall not be less than Fph(min.) =0.3 x Sth x IP x 0.7 (ASD) and need not be more than: FPh(max.) =1.6 x Sds x IP x 0.7 (ASD) Where: WP =Weight of system aP =Component Amplification Factor(ASCE,table 13.6-1) R =Component Response Modification Factor(ASCE,table 13.6-1) P Sds =Design Spectra Response Acceleration(ASCE7,section 11.4.4) IP =Importance Factor(ASCE 7,section 13.1.3) Vertical Seismic Force:FPS, =(0.2 x Sds x WP)x 0.7 -V Check Seismic brace component:(Clevis) Tri J For worse loading condition,apply FP along the same line as on brace member: T F Tension in brace member,Tc = P 2 max cost) 1 If TT -<Tallow brace member is Okay.(Tatiow per page X4 of Mason OPA-0349) AIL Tension load on struture, T=Tc x cos 0 Shear load on structure, V=To x sin 0 AIIPPV Fph Total load on hanger rod, Tr =W +F�, +T Mi . > PP Check Seismic brace component:(Trapeze) Individual Clevis Supported System For worse loading condition,apply FP along the same line as on brace member: FP Tension in brace member,Tc = cos A V If T -<T brace member is Okay.(T per page X4 of Mason OPA-0349) � c allow (Tallow p g ) + VVT Tension load on struture, T=TT x cos 0 /2 max � 0 �, 0 �✓. . 1 Shear load on structure, V=Tc x sin 0 Fph W Trapeze Supported System Total load on hanger rod, Trl = 2P +FPS, +T MASON INDUSTRIES, Inc. ��4QFetto �/ Manufacturers of Vibration Control Products C.. �GINEP� /� i NY Mailing Address:PO Box 410,Smithtown,NY 11787 �CI 6. '� — 350 Rabro Drive 2101 W.Crescent Ave.,Suite D 44 L J Hauppauge,NY 11788 Anaheim,CA 92801 94682• 631/348-0282 714/535-2727 I n FAX 631/348-0279 FAX 714/535-5738 OREGON Info@Mason-Ind.com Info@ MasonAnaheim.com %/Nig!27 AO .-`7 CERTIFIED FOR 014004 JOB NAME:TWALITY MS CUSTOMEF MASON OREGON IXPIRES: u20 f MASON EO: 34017 12/3 DATE: 4/8/20 DWG.NO. DWN:WL CHKD: GR I WF-34017-C1 MASON INDUSTRIES, Inc. JOB NAME TWALITY MS FM Approved M50 Rabro vs of Vibration11 W. ontrol Pr Ave., CUSTOMER MASON OREGON S H B 350 Rabro Drive 2101 Crescent Ave.,Suite D II ¶"-- & ° Hauppauge,NY 11788 Anaheim,CA 92801 CUSTOMER P.O. -- L J 631/348-0282 714/535-2727 MASON M.I. 34017 DWG.NO. WF-SHB Seismic Hook FAX 631/348-0279 FAX 714/535-5738 - Info@Mason-Ind.com Info@MasonAnaheim.com NO.REQ'D. TAG Brace F- -=1 www.Mason-Ind.com _ 412kt 17/32"[14mm] Finish: Hole Dia. 1 11/16" [43mm] Strut Attachment Nut must have stamped teeth All parts are Zinc i /-.,, to achieve these values.Ratings are based on Electroplated. t attachment to steel. Ratings may change depending APPROVED 1 7/8 (0 I on attachment methods to concrete.Testing was [48mm] /' / done by FACTORY MUTUAL(FM Approvals). /0 / Counterbored Nut �� 2® 44°+i5° Restraint Hole it / 14 //(10 00/ \ NOTE: Not to be used as a vertical hanger for \\A �Pi equipment,ductwork or piping. RD ,/I To be used as a seismic restraint only. i *NOTE: For loads up to 1500 lbs one Strut ® .� or �� " 1�� nut is required,above 1500 lbs two Strut ® r� Nuts are required. Installation mayOinclude Mason SFB 1/2"(13mm)Dia.Bolts 1Strut shown, ®refer to S-127-1 or 2 Required per SHBmay be Steel --4 k\Nfor details (By Others) Torque Bolts to 50 tt-IbsAngle drilled(68 Nm).See note below. to suit.(By Others) \le,: u O .� if Nut is locked in / // ® = Only one Bolt Counterbore �� ��OP : ', Longitudinal Bracing . '/ required at p� Max.Capacity • v ® .�!�� ,� `'�_� % ®��l' / Strut Attachment !��/ � _��' Nut with Stamped Transverse and / Teeth(By Others) Longitudinal Bracing Transverse Bracing .. TYPE SHB DIMENSIONS& RATINGS ' (RD)Rod Dia. W A FM Certified Load Ratings* Size 30(in) (mm) (in) (mm) (in) (mm) 44° 45°-59° lbs kN kg lbs kN kg SHB-3/8 3/8 10 2 51 2 51 1420 6.3 644 1000 4.5 454 SHB-1/2 1/2 13 2 51 2 51 1710 7.6 775 1280 5.7 581 _ SHB-5/8 5/8 16 21/8 54 115/16 49 1520 6.8 690 1100 4.9 499 SHB-3/4 3/4 19 21/4 57 17/8 48 1660 7.4 753 1040 4.6 471 '<c4t.0 PRppF�i� ti 1/4, •V ,.....„,_"r 9. 4a2 Q OREGON G 44qR.7, 1 OH LEXPIRES: 12/31/20 I Certification Form S-126 10/2013 FORM BY:R.R. DWN: CHKD: DATE: 4/8/20 DWG.No. WF-SHB APPR BY:J.T. WL GR rrrr=r,rr1MIr,. vs:1- - MASON INDUSTRIES, Inc. JOB NAME TWALITY MS FM Approved ?= Manufacturers of Vibration Control Products CUSTOMER MASON OREGON S S B s 350 Rabro Drive 2101 W.Crescent Ave.,Suite D °`�' Hauppauge,NY 11788 Anaheim,CA 92801 CUSTOMER P.O. L .i 631/348-0282 714/535-2727 34017 WF-SSBS Seismic Solid FAX 631/348-0279 FAX 714/535-5738 MASON M.I. DWG.NO. ....` Info@Mason-Ind.com Info@MasonAnaheim.com NO.REQ'D. TAG Brace Strut C www.Mason-Ind.com Anchor 114> Solid Brace Anchor (Formed Steel) APPROVED Finish: 1/2"(13mm)Dia.Bolts 2"(51mm) All parts are Zinc Min.(1)Required per SSBS 1 1/4"(32mm) Electroplated. 4 as illustrated. i mp Torque Bolts to 50 ft-lbs(68 Nm). 17/32"(14mm) (By Others) ;� �2 1/4" Hole Dia. / (57mm) "A"Hole Dia. N \,..-- Strut shown, Bolted to open Ill 7/8" 1 11/16" may be Steel Angle 4 (48mm) drilled to suit. side or Strut Web �, \, (43mm) (By Others) t. \% 3 3/4" � Strut Attachment Nut with �,�� (95mm) ) Stamped Teeth p ""Cr 1 15/16" (By Others) Niiiit \‘/ (49mm) Ln /.044 *Strut Attachment Nut must have stamped teeth to achieve these values. NOTE: Not to be used as a vertical hanger for Ratings are based on attachment to steel. equipment,ductwork or piping. Ratings may change depending on attachment methods to concrete. To be used as a seismic restraint only. Testing was done by FACTORY MUTUAL(FM Approvals). Preferred Installation Angle is 45° Maximum Variation is±15° TYPE SSBS DIMENSIONS&RATINGS FM Certified Load Ratings* Size A Bolt Size Installed Angle 30°-44° Installed Angle 45°-59° (in) (mm) (in) (mm) lbs kN kg lbs kN kg SSBS-12 17/32 13 3/8 10 660 2.9 299 970 4.3 440 SSBS-12 17/32 13 1/2 13 660 2.9 299 970 4.3 440 SSBS-20 25/32 20 5/8 16 660 2.9 299 970 4.3 440 SSBS-20 25/32 20 3/4 19 660 2.9 299 970 , 4.3 440 SSBS-25 11/32 26 7/8 22 660 2.9 299 970 4.3 440 SSBS-25 11/32 26 1 25 660 2.9 299 970 4.3 440 QTY SIZE TAG \```�,AG to PROFVo Ne "` 46 94 82; .. . �, OREGON -1o/ OHO t EXPIRES: 12/31/20 I Certification Form S-119 10/2013 FORM BY:R.R. DWN: WL CHKD:GR DATE: 4/8/20 DWG.No. WF-SSBS APPR BY:J.T. . MASON INDUSTRIES, Inc. JOB NAME�AurYMS UCC { {' Manufacturers of Vibration Control Products MASON OREGON i _ _, 350 Rabro Drive 2101 W.Crescent Ave.,Suite D CUSTOMER i Hauppauge, NY 11788 Anaheim,CA 92801 SEISMIC ROD 631/348-0282 714/535-2727 CUSTOMER P.O. L,�;�� CLAMPS FOR FAX 631/348-0279 FAX 714/535-5738 MASON M.I.E.O.34°17 Info@Mason-Ind.com STRUT F-— 1 www.Mason-Ind.com DWG.NO.X5C CHANNELS THREADED ROD TYPE UCC WITH STEEL STRUT ASSEMBLY RATINGS Maximum Strut Stiffener Maximum Rod STRUT STIFFENER Sizee Compressive Max UCC Force Minimum Size Length Spacing u in(mm) lbs(kN) in(mm) in(mm) in(mm) (10) 425 (1 9) 1 5/8 96 (411x 48 x 2 5)Gage x 12 (2438) (711)28 u 1/2 (5 6)1275 1 5/8(411x 5/8 x 2.5) x 12 Gage 38 (2438) (965) 3/8 u (13) 1200 1 5/8 x 1 5/8 x 12 Gage 120 38 (5.3) ) App. 1475 1 5/8 x11 5/8 x 25Gage (3048)96 (965)48 u % 5/8 (6.5) (41 x 41 x 2.5) (2438) (1219) (16) 1325 1 5/8 x 1 5/8 x 12 Gage 120 48 (5.9) (41 x 41 x 2.5) (3048) (1219) 11 ! 11110 3/4 2500 1 5/8 x 1 5/8 x 12 Gage 144 57 ,� .,, (19) (11.1) (41 x 41 x 2.5) (3658) (1448) 1/2"-13UNC x 1-1/2"(38) LOCKING BOLT .. TORQUE TO 10 ft-lbs(13.5 N-m) u u ULliIII,----- 1-3/16" (30) APPROVED Fixed Equipment Anchorage Office of Statewide Health Planning and Development 1-5/16" --•.— 1-1/4" OPA-0349 (33) (32) r'" 7VPV-?tro on 3r r January 16,2009 3r RCA7r Anthony R.Pike (916)440-8470 ,cç `INE .,::.„9----. :,,t1„).8 2y#Z..„.„,„e. : G, OREGON r✓ ��1R 27 A DNAP EXPIRES: 12/31/20J Certification Form S-134 04/2014 IDWN: WI- ICHKD: GR IDATE: 4/8/20 IDWG.No. X5C i H ( Q R C) HYDRO-TEMP MECHANICAL, INC. 28465 SW Boberg Road •Wilsonville,OR 97070 • lr .E ! 1 Tel 503.582.8525 • Fax 503.582.1914•CCB#63907 www.hydrotempmech.com Twality Middle School Tualatin, OR 230548 Vibration and Seismic Controls for HVAC 1.05A.1 Shop Drawings—Submittal Building for our community, Building for the future. MASON INDUSTRIES, INC. y 350 Rabro Drive•Hauppauge,NY 11788.631/348-0282•FAX 631/348-0279 2101 W.Crescent Ave.,Suite D•Anaheim,CA 92801.714/535 2727•FAX 714/535 5738 Reply to-P 0.Box 410, Smithtown,NY 11787 Representatives in the USA&throughout the World NEOPRENE SAFEFLEX MOUNTINGS CONNECTORS \ JJJ :) ® U R D I TTA L DATA ' i 6 ."111 l gb ii •:: V PROJECT : TWALITY MS \__ \ �d �. ARCHITECT ,4� e e ENGINEER : "'F, '. 1'� \\F1`. SPRING MOUNTS CONTRACTOR: ;.t.• _la's P.O. NUMBER : ,a'11` COMMENTS : HANGERS ® 1,77,.,!....% SEISMIC BRACING FOR SUSPENDED DUCTWORK SYSTEM 0 O o 1� A �� -" DATE : 4/8/20 M.I. No. : E.O. 34017 41,*0- -g- �Eo PROF _�� :c 001NFE I 4' 94 82: 1... *Till' OREGON ' FLOATING FLOORS, i CEILINGS&WALLS Zj�91CI' �/ 1 ` `�� 40/ DHOW'. /', li .i.� ■I• � � ' I EXPIRES: 4000 I AO imminimium riOor iMe - BASES;i=` ? j4P v Lilt ' "19 N SEISMIC SELECTION CALCULATIONS (SOLID BRACING OF SUSPENDED DUCTWORK) Horizontal seismic force factor per ASCE 7-10,section 13.3.1: 0.4xa xS xW Fph = PR ds P x(1+2x h) x0.7 (ASD) P _ IP - Except that FPb shall not be less than Fph(min.) =0.3 x Sds x IP x 0.7 (ASD) and need not be more than: Fph(max.) =1.6 x Sds x IP x 0.7 (ASD) Where: WP =Weight of system aP =Component Amplification Factor(ASCE,table 13.6-1) RP =Component Response Modification Factor(ASCE,table 13.6-1) Sds =Design Spectra Response Acceleration(ASCE7,section 11.4.4) IP =Importance Factor(ASCE 7,section 13.1.3) Vertical Seismic Force:FP.,,=(0.2 x Sds x WP)x 0.7 Check Seismic brace component:(Ductwork) For worse loading condition,apply FP,, along the same line as on brace member: Tension in brace member,Tc = FP,, cos 0 If Tc-{Ta„oµ,brace member is Okay.(Tam.,per page X4 of Mason OPA-0349) Tr21 i V Tension load on struture, T=Tc x cos B + + A max T Shear load on structure, V=Tc x sin 0 minisimmill* 1 Fpti Total load on hanger rod, T�, = �° +F°„+T Trapeze Supported System MASON INDUSTRIES, Inc. �,RtQ PROP \ Manufacturers of Vibration Control Products S G /t = NY Mailing Address:PO Box 410,Smithtown,NY 11787 CO L- 350 Rabro Drive 2101 W.Crescent Ave.,Suite D Q Hauppauge,NY 11788 Anaheim,CA 92801 �'�� ✓- r . "� 631/348-0282/348-02 7FAX 1557 r- � FAX 631/348-0279 FAX 714/535-5738 OREGON 4 Info@Mason-Ind.com Info@ MasonAnaheim.com y * CERTIFIED FOR 444,1 4/41•n JOB NAME: TWALITY MS o/ OHpc$ CUSTOMER: MASON OREGON MASON EO: 34017 `EXPIRES: 12/31/20 I DATE: 4/8/20 DWG.NO. DWN:WL CHKD:GR WF-34017-C1 _-__ MASON INDUSTRIES, Inc. JOB NAME TWALITY MS FM Approved _ __ Manufacturers of Vibration Control Products CUSTOMER MASON OREGON SHB = 350 Rabro Drive 2101 W.Crescent Ave.,Suite D II -II i Hauppauge,NY 11788 Anaheim,CA 92801 CUSTOMER P.O. L :J 631/348-0282 714/535-2727 FAX 631/348-0279 FAX 714/535-5738 MASON M.I. 34017 _ DWG.NO. WF-SHB Seismic Hook Info@Mason-Ind.com Info@MasonAnaheim.com NO.REQ'D. TAG __._._._. Brace F-------•-1 www.Mason-Ind.com 171> 17/32"[l4mm] Finish: Hole Dia. 1 11/16" [43mm] *Strut Attachment Nut must have stamped teeth All parts are Zinc i to achieve these values.Ratings are based on Electroplated. 1 7/8/ attachment to steel.Ratings may change depending APPROVED (� i on attachment methods to concrete.Testing was [48mm] i i / done by FACTORY MUTUAL(FM Approvals). i i i Counterbored Nut__ �� ®� 0+15° Restraint Hole i .ii e• -ta° i i x q,/ \ NOTE: Not to be used as a vertical hanger for i aP�/ equipment,ductwork or piping. RD i t/ � To be used as a seismic restraint only. i V *NOTE: For loads up to 1500 lbs one Strut ® .�6s: " , � � nut is required,above 1500 lbs two Strut ll ® V ��0 Nuts are required. � a. W j�A Installation may \ ..?.. ® 1 include Mason SFB 1/2"(13mm)Dia.Bolts 1 Strut shown, \,,, \ refer to S-127-1 or 2 Required per SHB may be Steel �a �� for details (By Others) Angle drilled 044 Torque Bolts to 50 ft-lbs 9 t: � (68 Nm).See note below. to suit. �� / (By Others) 01,010 ® _ v / ;/". O � Nut is locked in //'® Only one Bolt � ® Counterbore ���, �/ O Longitudinal Bracing ;�i. required at O � Max.Capacity � ® P ����� /� „it, � i., e �'' rin ® Strut Attachment 4.0.+/", N ��" Nut with Stamped Transverse and �� Teeth(By Others) Longitudinal Bracing /INS,.401 Transverse Bracing '-` TYPE SHB DIMENSIONS&RATINGS 4`" (RD)Rod Dia. W A FM Certified Load Ratings* Size (in) (mm) (in) (mm) (in) (mm) 30°-44° 45*-59* lbs kN kg lbs kN kg SHB-3/8 3/8 10 2 51 2 51 1420 6.3 644 1000 4.5 454 _ SHB-1/2 1/2 13 2 51 2 51 1710 7.6 775 1280 5.7 581 SHB-5/8 5/8 16 21/8 54 115/16 49 1520 6.8 690 1100 4.9 499 SHB-3/4 3/4 19 21/4 57 17/8 48 1660 7.4 753 1040 4.6 471 vo.<<" IIN �.T it, #k .....:!... ife)82v9„.-, ,,,,. en OREGON GI�gR 27 44 1 I. 1O, DHAM ' EXPIRES: 12/31/20 Certification Form S-126 10/2013 FORM BY:R.R. DWN: CHKD: DATE: 4/8/20 DWG.No. WF-SHB APPR BY:J.T. WL GR MASON INDUSTRIES, Inc. J06 NAME TWALITY MS FM Approved Manufacturers of Vibration Control Products MASON OREGON 350 Rabro Drive 2101 W.Crescent Ave.,Suite D CUSTOMER SS�� Hauppauge,NY 11788 Anaheim,CA 92801 CUSTOMER P.O. L ,] 631/348-0282 714/535-2727 FAX 631/348-0279 FAX 714/535-5738 MASON M.I. 34017 DWG.NO. WF—SSBS Seismic Solid r � Info@Mason-Ind.com Info@MasonAnaheim.com NO.REQ'D. TAG Brace Strut www.Mason-Ind.com Anchor Solid Brace Anchor (Formed Steel) APPROVED Finish: 1/2"(13mm)Dia.Bolts 2"(51mm) All parts are Zinc Min.(1)Required per SSBS 1 1/4"(32mm) Electroplated. as illustrated. ��, (By Torque Bolts to 50 ft-lbs(68 Nm)1111=s—N . 17/32"(14mm) Oth, �2 1/4"N Hole Dia. 4\V' (57mm) \ "A"Hole Dia. N Strut shown, � 1 7/8^ may be Steel Angle \ \-- Bolted to open �) (48mm) 1 11/16" drilled to suit. side or Strut Web % (43mm) (By Others) x 3 3/4" ' Strut Attachment Nut with �� (95mm) k Stamped Teeth '��p 1 15/16" (By Others) (49mm) /10.4% dk. )0 *Strut Attachment Nut must have stamped teeth to achieve these values. NOTE: Not to be used as a vertical hanger for Ratings are based on attachment to steel. equipment,ductwork or piping. Ratings may change depending on attachment methods to concrete. To be used as a seismic restraint only. Testing was done by FACTORY MUTUAL(FM Approvals). Preferred Installation Angle is 45° Maximum Variation is±15° TYPE SSBS DIMENSIONS&RATINGS FM Certified Load Ratings* Size A Bolt Size Installed Angle 30°-44° Installed Angle 45°-59° (in) (mm) (in) (mm) lbs kN kg lbs kN kg SSBS-12 17/32 13 3/8 . 10 660 2.9 299 970 4.3 440 SSBS-12 17/32 13 1/2 13 660 2.9 299 970 4.3 440 SSBS-20 25/32 20 5/8 16 660 2.9 299 970 4.3 440 SSBS-20 25/32 20 3/4 19 660 2.9 299 970 4.3 440 SSBS-25 11/32 26 7/8 22 660 2.9 299 970 4.3 440 SSBS-25 11/32 26 1 25 660 2.9 299 970 4.3 440 QTY SIZE TAG 00 PROp '\13 OGINNA 44 482: Q OREGON 4. 1O/ DHAP4JP `EXPIRES: 12/31/20 I Certification Form S-119 10/2013 FORM BY:R.R. DWN: WL CHKD:GR DATE: 4/8/20 DWG.No.WF-SSBS APPR BY:J.T. �- MASON INDUSTRIES, Inc. JOB NAME TWAurYMS UCC "'. -" Manufacturers of Vibration Control Products br ."+::..- lh MASON OREGON l._ i 350 Rabro Drive 2101W.Crescent Ave.,Suite D.40 CUSTOMER Hauppauge, NY 11788 Anaheim,CA 92801 SEISMIC ROD CUSTOMER P.O. L_ .J 631/348-0282 714/535-2727 CLAMPS FOR FAX 631/348-0279 FAX 714/535-5738 MASON M.I.E.0.34017 ( Info@Mason-Ind.com STRUT r ) , www.Mason-Ind.com DWG.NO.X5C CHANNELS THREADED ROD TYPE UCC WITH STEEL STRUT ASSEMBLY RATINGS i Maximum Strut Stiffener Maximum Rod STRUT STIFFENER Sizee Compressive Max UCC in mm Force Minimum Size Length Spacing / ( ) lbs(kN) in(mm) in(mm) in(mm) C6 3/8 425 1 5/8 x 1 5/8 x 12 Gage 96 28 III;1 (10) (1.9) (41 x41 x2.5) (2438) (711) 1/2 (56)1275 1 5/ (411x41 x2 SGage 38 (2438) (965) (13) (53) 15/(411x 41 x 25)age 38 (3048) (965) 1475 1 5/8 x 1 5/8 x 12 Gage 96 48 5/8 (6.5) (41x41x2.5) (2438) (1219) (16) 1325 1 5/8 x 1 5/8 x 12 Gage 120 48 (5.9) (41 x41 x2.5) (3048) (1219) 3/4 2500 1 5/8 x 1 5/8 x 12 Gage 144 57 (19) (11.1) (41 x 41 x 2.5) (3658) (1448) 1/2"-13UNC x 1-1/2"(38) _ LOCKING BOLT .. TORQUE TO 10 ft-lbs(13.5 N-m) --- • I � . -°-..[ .--'41------ 1-3/16" (30) APPROVED O Fixed Equipment Anchorage Office of Statewide Health Planning and Development 1-5/16" 1-1/4" —.-- . ,,�� OPA-0349 (33) (32) .fie- on CIL+ rs January 16,2009 Anthony R.Pike (916)440-8470 4:(-0GPR°Fek e 04 INE4 % ct i..• "�4,,828, ,, , ,,,it_i —-,:._..c: -ter �, ' OREGON A. C.%,%,n A li , '10, OfiAtir- I IxPIRES: 12/31/20 I Certification Form S-134 04/2014 IDWN' WL ICHKD: GR IDATE: 4/8/20 IDWG.No. X5C Jj MASON INDUSTRIES, INC. 350 Rabro Drive•Hauppauge,NY 11788.631/348-0282•FAX 631/348-0279 1ft 2101 W.Crescent Ave Suite D•Anaheim,CA 92801.714/535 2727•FAX 714/535 5738 Reply to-P.0.Box 410,Smithtown,NY 11787 Representatives in the USA B throughout the World NEOPRENE SAFEFLEX MOUNTINGS CONNECTORS 4. ,4.....0 ....,..„ . \\\\,: --s) ,. .c SUPMTAL DATA ii,))}. ®,® ���?i V PROJECT TWALITY MS ARCHITECT : � #-%1: ca.........Ca ENGINEER : �', .,,.,\,,21:1 SPRING MOUNTS CONTRACTOR: ,rot- - t l�l P.O. NUMBER : 04 HANGERS 4141443 _ COMMENTS ® SEISMIC BRACING FOR SUSPENDED PIPING SYSTEM o O o O . •40 .-- DATE : 4/8/20 '-- M.I. No. : E.O. 34017 "'^ ii,..m"...„,;„::i 0..4;4L.ah'' i a PR c. t: -. ,-.9 4 82; E FLOATING FLOORS, Gz -1); II OREGON CEILINGS&WALLS G if* 71171. l���i?ilr � ONp .�,, 1���1�■0 l LXPIRES: f2(si/20 ���,� 1 i�iiuiu BASES A SEISMIC SELECTION CALCULATIONS (SOLID BRACING OF SUSPENDED PIPING) Horizontal seismic force factor per ASCE 7-10,section 13.3.1: 0.4xa xS xW Fph = pR as P x(1+2x h) x0.7 (ASD) P _ Ip _ Except that Fph shall not be less than Fph(,, ) =0.3 x Sth x Ip x 0.7 (ASD) and need not be more than: Fph(max.) =1.6 x Sds x Ip x 0.7 (ASD) Where: Wp =Weight of system ap =Component Amplification Factor(ASCE,table 13.6-1) RP =Component Response Modification Factor(ASCE,table 13.6-1) Sth =Design Spectra Response Acceleration(ASCE7,section 11.4.4) Ip =Importance Factor(ASCE 7,section 13.1.3) Vertical Seismic Force:Fpv =(0.2 x Sds x Wp)x 0.7 Check Seismic brace component:(Clevis) Trl For worse loading condition,apply Fp along the same line as on brace member: T Fp 2 max Tension in brace member,Tc = cos 0 1 If T <T Okay./ page X4 of Mason OPA- c - allow brace member is T(Tallow perp g 0349) AILTension load on struture, T=Tc x cos 0 Shear load on structure, V=Tc x sin 0 ME �� Total load on hanger rod, Tr =Wp +Fpv +T IF Individual Clevis Supported System Check Seismic brace component:(Trapeze) For worse loading condition,apply Fp along the same line as on brace member: Fp Tension in brace member,Tc = _ . cos 0 Tr2 I 1 V If Tc Tallow, brace member is Okay.(Tallow per page X4 of Mason OPA-0349) j i T Tension load on struture, T=Tc x cos 0 2 max • • 1 Shear load on structure, V=Tc x sin 0 .. • < Fph W Trapeze Supported System Total load on hanger rod, Trl = 2P +Fpv +T MASON INDUSTRIES, Inc. (.00 PROFtir. ` \/ Manufacturers of Vibration Control Products 5� GUd ,'4 t© ��=� NY Mailing Address:PO Box 410,Smithtown,NY 11787 r.? �' -� 350 Rabro Drive 2101 W.Crescent Ave.,Suite D �� Hauppauge,NY 11788 Anaheim,CA 92801 4't. 94 132 ..- • 631/348 0282 714/535-2727 f 1 FAX 631/348-0279 FAX X 714/714/535-5738 OREGON Info@Mason-Ind.com Info@ MasonAnaheim.com 14,* 46 CERTIFIED FOR I©/ ONO* * JOB NAME: TWALITY MS f�►�'" CUSTOMER MASON OREGON I EXPIRES: 1201/20 MASON EO: 34017 DATE: 4/8/20 I DWG.NO. DWN:WL CHKD: GR WF-34017-C1 !�:;..., ::::•: MASON INDUSTRIES, Inc. JOB NAME TWALITY MS FM Approved Il Ada Manufacturers of Vibration Control Products MASON OREGON 350 Rabro Drive 2101 W.Crescent Ave.,Suite D Hauppauge, CUSTOMER SHB NY 11788 Anaheim,CA 92801 CUSTOMER P.O. ,---- J 631/348-0282 714/535-2727 34017 FAX 631/348-0279 FAX 714/535-5738 MASON M.I. DWG.NO. WF-SHB Seismic Hook Info@Mason-Ind.com Info@MasonAnaheim.com NO.REQ'D. TAG Brace (-•••••••:1 www.Mason-Ind.com /MEM AIM 41Z 17/32"[14mm] Finish: Hole Dia. 1 11/16" [43mm] *Strut Attachment Nut must have stamped teeth All parts are Zinc to achieve these values. Ratings are based on Electroplated. / , attachment to steel. Ratings may change depending APPROVED 1 7/8" // f1� I on attachment methods to concrete.Testing was [48mm] ii // / done by FACTORY MUTUAL(FM Approvals). Counterbored Nut c_7.1), '/ �5° Restraint Hole i /// ®,s' 14• / / NOTE: Not to be used as a vertical hanger for /// .'// equipment,ductwork or piping. RD / t/ / To be used as a seismic restraint only. V // / *NOTE: For loads up to 1500 lbs one Strut 1 *f e--,. " 1 f nut is required,above 1500 lbs two Strut ,, Nuts are required. 1\\*\ 44) WId i A VInstallation may ®include Mason SFB 1/2"(13mm)Dia.Bolts 1 Strut showrefer to S-127-1 or 2 Required per SHBmay be St for detail (By Others) Angle drilled �� Torque Bolts to 50 ft-lbs g 1 (68 Nm).See note below. to suit. Ili Co t_____ (By Others) e,. .., O O® -i- .� Only one Bolt � Nut is locked in ,,�' /' r y ® Counterbore �� O �/ required at :„,„ O ,� Longitudinal Bracing !I:i*' Max.Capacity ® ,.�'�, �' losis Strut Attachment ��+/� � ��' Nut with Stamped Transverse and re - H Teeth(By Others) Longitudinal Bracing Transverse Bracing `-` TYPE SHB DIMENSIONS&RATINGS (RD)Rod Dia. W A FM Certified Load Ratings* Size (in) (mm) (in) (mm) (in) (mm) 30°-44° 45°-59° lbs kN kg lbs kN kg SHB-3/8 3/8 10 2 51 2 51 1420 6.3 644 1000 4.5 454 SHB-1/2 1/2 13 2 51 2 51 1710 7.6 775 1280 5.7 581 SHB-5/8 5/8 16 21/8 54 115/16 49 1520 6.8 690 1100 4.9 499 SHB-3/4 3/4 19 21/4 57 17/8 48 1660 7.4 753 1040 4.6 471 ILNG 4 $2: , ' OREGON G ,1/1R.27 1 • qp1 DHOW `EXPIRES: 12/31/20 I Certification Form S-126 10/2013 FORM BY•R.R. DWN: CHKD: DATE: DWG.No. APPR BY:J.T. WL GR 4/8/20 W F-S H B L -. MASON INDUSTRIES, Inc. JOB NAME TWALITY MS FM Approved I""' Manufacturers of Vibration Control Products MASON OREGON �S 350 Rabro Drive 2101 W.Crescent Ave.,Suite D CUSTOMER Hauppauge,NY 11788 Anaheim,CA 92801 CUSTOMER P.O. SSBS L J 631/348-0282 714/535-2727 34017 WF SSBS Seismic Solid ••• FAX 631/348-0279 FAX 714/535-5738 MASON M.I. DWG.NO. Info@Mason-Ind.com Info@MasonAnaheim.com NO.REQ'D. TAG Brace Strut E ••••7 www.Mason-Ind.com Anchor 11> Solid Brace Anchor (Formed Steel) APPROVED Finish: 1/2"(13mm)Dia.Bolts 2"(51mm) All parts are Zinc Min.(1)Required per SSBS 1 1/4"(32mm) Electroplated. illkiV as illustrated. ice, Torque Bolts to 50 ft-lbs(68 Nm). 17/32"(14mm) (By Others) 2 1/4" Hole Dia. % (57mm)14 o N :) \ "A"Hole Dia. AV Strut shown, 1 7/8" may be Steel Angle \,- Bolted to open 9 ) (48mm) 1 11/16" drilled to suit. __. side or Strut Web ® (43mm) (By Others) \`% 3 3/4" 1 Strut Attachment Nut with �� (95mm) Stamped Teeth `;`p 149m/m6. (By Others) ( ) , 4**th 4:. IM )0 *Strut Attachment Nut must have stamped teeth to achieve these values. NOTE: Not to be used as a vertical hanger for Ratings are based on attachment to steel. equipment,ductwork or piping. Ratings may change depending on attachment methods to concrete. To be used as a seismic restraint only. Testing was done by FACTORY MUTUAL(FM Approvals). Preferred Installation Angle is 45° Maximum Variation is±15° TYPE SSBS DIMENSIONS& RATINGS FM Certified Load Ratings* Size A Bolt Size Installed Angle 30°-44° Installed Angle 45°-59° (in) (mm) (in) (mm) lbs kN kg lbs kN kg SSBS-12 17/32 13 3/8 10 660 2.9 299 970 4.3 440 SSBS-12 17/32 13 1/2 13 660 2.9 299 970 4.3 440 SSBS-20 25/32 20 5/8 16 660 2.9 299 970 4.3 440 SSBS-20 25/32 20 3/4 19 660 2.9 299 970 4.3 440 SSBS-25 11/32 26 7/8 22 660 2.9 299 970 4.3 440 SSBS-25 11/32 26 1 25 660 2.9 299 970 4.3 440 QTY SIZE TAG c? 1% PROD,r 'o • Q ,,!.„ s ! OREGON G �qR 27 ti 40/ 0HAt' ' 0 C tXPIRES: 12131001 Certification Form S-119 10/2013 FORM BY:R.R. DWN: WL CHKD:GR DATE: 4/8/20 DWG.No.WF-SSBS APPR BY:J.T. MASON INDUSTRIES, Inc. JOB NAME TWAUTYMS UCC Manufacturers of Vibration Control Products MASON OREGON 350 Rabro Drive 2101 W.Crescent Ave.,Suite D CUSTOMER i Hauppauge, NY 11788 Anaheim,CA 92801 CUSTOMER P.O. SEISMIC ROD 631/348-0282 714/535-2727 CLAMPS FOR iii4 FAX 631/348-0279 FAX 714/535-5738 MASON M.I.E.o.34017 Info@Mason-Ind.com STRUT r flE` www.Mason-Ind.com DWG.NO.X5C CHANNELS THREADED ROD TYPE UCC WITH STEEL STRUT ASSEMBLY RATINGS Maximum Strut Stiffener Maximum Rode Compressive UCC STRUT STIFFENER p Max Size Force Minimum Size Length Spacing u in(mm) lbs(kN) in(mm) in(mm) in(mm) u u3/8 425 1 5/8 x 1 5/8 x 12 Gage 96 28 u /• (10) (1.9) (41 x 41 x 2.5) (2438) (711) u 1275 1 5/8 x 1 5/8 x 12 Gage 96 38 u 1/2 (5.6)1200 (41 x 41 x 2.5) (2438) (965) u (13) (5.3)1475 1 5/8(411x 41 x 2.5) x 12 Gage 38 (3048) (965) ‘,„,„... . % 5/8 (6.5) 1 5/896 (411x 41 x 2.5) Gage (2438) (1219)4 (16) 1325 1 5/8 x 1 5/8 x 12 Gage 120 48 (5.9) (41 x 41 x 2.5) (3048) (1219) �i 1110 3/4 2500 1 5/8 x 1 5/8 x 12 Gage 144 57 � A, (19) (11.1) (41 x 41 x 2.5) (3658) (1448) 01/2"-13UNC x 1-1/2"(38) LOCKING BOLT .. TORQUE TO 10 ft-lbs(13.5 N-m) 1., _ —_= [riga 1-3/16" (30) APPROVED Fixed Equipment Anchorage Office of Statewide Health Planning and Development 1-5/16" ---"— 1-1/4" OPA-0349 (33) (32) •; �� -=_.et eo on it,w A January 16,2009 Anthony R.Pike (916)440-8470 5'<(��CIE rt ;0 � ` OREGON Vkl -10 0 DHA 1 I XPIRES: 12/31001 Certification Form S-134 04/2014 JDWN: WL ICHKD: GR IDATE: 4/8/20 IDWG.No. X5C