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Home My WebLink AboutPermit Mechanical 2020-02-07OREGON Web Address: www.springfield-or.9ov Building Permit Commercial Mechanical Permit Number: 811-19-002835-MECH-01 M Number: 811038752457 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 54L-726-3753 Email Address : permitcenter@springfield-or.9ov SPRINGFIELD {6 Permit Issued: February 07, 2O2O TYPE OF WORK Category of Construction: None Specified Submitted Job Value: $500,000.00 Description of Work: Phase 2 of Pacific Source remodel Type of Work: None Specified JOB SITE INFOR}IATION Worksite Address 555 INTERNATIONAL WAY Springfield, OR 97477 Parcel 1 703 1 54000700 Owner: Address: PACIFICSOURCE PROPERTIES LLC 110 INTERNATIONAL WAY SPRINGFIELD , OR 97477 LTCENSED PROFESSIONAL INFORIIIATION Business Name SWINERTON BUILDERS INC - Primary License ccB License Number 78483 Phone 4t5-42t-2980 PENDING INSPECTIONS Inspection 2999 Final Mechanical 2300 Rough Mechanical Inspection Group Mech Com Mech Com Inspection Status Pending Pending Various inspections are minimally required on each project and often dependent on the scope of work' Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project' Schedule or track inspections at www'buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 8LL038752457 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store permits expire if work is not started within 180 Days of issuance or if work is suspended for 18O Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will be comPlied with whether sPecified herein or not. cranting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTIOT{: Oregon law requires you to follow rules adopted by tlle oregon utility Notitication center. Those rules are set forth in OAR 952-OO1-OO10 through OAR 952-OO1-OO9O. You may obtain copies of the rules by calling the Center at (503) 232-19A7. All persons or entities performing work under this permit are required to be licensed unless exempted by OR.S 7O1'O1O (Structural/Mechanical), ORS 479.540 (Electrical), and ORS 693.O10-O20 (Plumbing). piinted on: 2l7l2! Page 1 of 2 C:\myReports/reports//production/01 STANDARD SCHEDULING INSPECTIONS Permit Number: 81 1-19-002835-MECH-0 1 Page 2 of 2 Fee Description Technology Fee Commercial mechanical permit (based on mechanical job value) Mechanical plan review State of Oregon Surcharge - Mech (l2o/o of applicable fees) Prinled oil 2l7l2O Page 2 of 2 Quantity Fee Amount $197.s2 $3,160.30 $790.08 $379.24 $4,s27.14Total Fees: C : \myReports/reports//production/0 1 STAN DARD PERMIT FEES EC HAN ICAL CONTRACTORS Pacific Source HQ Seismic for Variable Air Volume Units oe EQUIPMENT o MAX.t 1" MAX. TYPE MASON INDUSTRIES, lnc. Nonufocturers of Wbrotion Control Products 350 Robro Drive 2l0l lV. Cr*cent St., Suite D Houppouge, NY 117EE Anoheim, CA 928016s1/31a-O282 714/535-2727 FAX 631/348-0279 FAX 7141535-5738 2x2r/a (1)3/a"A STEEL BOLTS CERTIFIED FOR .toB NAME: PACIFIC SOUBCE LlO. cUSToMER: MASONO:IEGON CUSTOMER P O.t_ JOB \lO. MASoN E.o.: 33685 owc. ruo.:WF-33685-01 REQUIRED: SCB/H ASTM A3O7 MIN. (PER BRACING LOC. 30"-45" MIN. Q)aYB"ASrM A3o7 BoLroR STANDARS ASTM A36 THREADED ROD, WASHER WITH2).2XY, WASHER oF BA6K sioE or z* 4X BLOCKING ,,^)'%"o STEEL BoLTS ASTM A3O7 MIN. (PER BRACING LOC.) SE'SM'C CABLE BRACING ASSEMBLY L3x3xr/4,5" 1G. (6)l 0d COMMON NAILS \ PLATE WASHER SCB.O oPA-o349 REF.:Xl T lYzMtN. iYzMtN..t- OPTIONAL BRACING METHOD a o%" ASrM A3o7 BOLr OR ASTM A36 THREADED ROD, wtTH 2xzx/awAsHER OF BACK SIDE OF 2x 7'-0" MAX. MIN. i%'x|%" 12ca STRUT (\%"o LAG SCREWS 3'LONG ASTM A.307 MIN. per bracing locations 45'15" TOP & BOTTOM ELEVATION VIEW 3/32'DIAMETER STEEL AIRCRAFT CABLE, 7 X 1 STRAND CORE WOOD BLOCKING TO BE DESIGNED BY STRUCTURAL ENGINEER UCC ; REF. X5C (oPA-o349) @ 28'MAX. SPACTNG O3l8" THREADED ROD MIN. ROD STIFFENING STRUT IF ROD EXCEEDS 18' SCBH-O (oPA-0349) REF. X2 't 5/8" x 12ga STRUT (TYPTCAL) l/q',yr" F1" MIN. L \I \ ALTERNATE CABLE DIRECTIONS CHKD qR DATE 11114119 DWN TH TOP VIEW TAGS: VAV UNIT: ENVITO-TEC WT. (lbs.) NE-1 .12, 1.13 SDR-EH SIZE 12 89 NW-1.13, 1.14 SDR-EH SIZE'12 89 2-33,340,344 SDR-EH SIZE 1O 78 SCB - SEISMIC CABLE BRACE PRESTRETCHED GALVANIZED AIRCRAFT CABLE D 7 x 19 STRAND CORE PRES;RITCHED GALVANIZED AI RCRAFT CABLE 7 x 19 STRAND CORE SCB-O E D CABLE BRACE ANCHOR (Formed Steel) C B TYPE SCB ASSEMBLY RATINGS AS CONTROLLED BY CABLE BREAKING STRENGTH F ,H, BOLT DIA. E \, HOLE DIA. .TxTSTRANDCORE B TYPE SCB ANCHOR DIMENSIONS - inches A SCB-1 thru 4 NOTE: BRACKET MATERIAL lS A36 STEEL N/ASON INDUSTRIES, lnc. Manufacturers of Vibration Control Products NY Mailing Address: PO Box 410, Smithtown, NY 11787 350 Rabro Drive 2101 W. CrescentAve., Suite D Hauppauge, NY 11788 Anaheim, CA92801 63113484282 7141535-2727 FAX631I3,48-0279 FAX7141535-5738 lnfo@MasonJnd.com Dhiru Mali Structural Engineer California SE No. 28'l 1 Page x1 OSHPD Max. Ratings Minimum Torque on Bofts lbsSize in ft-lbs Cable D'ra. SCB.O SCB{) SCB.O SCB.1 SCB.2 SCB.3 SC84 1t't6' 235(1.6) (1) 3132' 460(2.41 ei) 3132 500(2.4) (2.2) 1t8 975(3) (4.3) 3/16 2050(5) (s.1) 1t4 3150(6) (14.0) 3/8 6875(10) (30.5) 30 (41) 30 (41) 30 (41) 25 (34) 45 (61) 55 (75) 200 (271) SizeABCDEFGH SCB{ SCB.1 SCB.2 SCB.3 SC84 1 5/'16 (33) 13t8 (35) 1 5/8 (41) 2 (51) 3 1/8 (7s) 1 1t2 (38) 2 (51) 23t4 (70) 3112 (8e) 5 l't27) 3t4 (1s) I (251 13t8 (3s) 13t4 (45) 21t2 (il) 15/16 (24) 15/'16 124) 1 3116 (30) 17t16 (37) 1 15/16 (4s) 1314 (44) 3 3/8 (86) 4 3t8 (111) 4 314 (121) 5 314 (146) G) 1 1r2 (38) 13t4 (45) 2 (51) 21t4 (57) 7t16 112 (13) (13) 9/16 1t2 (14) (13) 11t16 5/8 (17) (16) 13/16 314 (211 (1e) 1 5/16 1 (33) (25) _-=--- I rxprREs: tusuml. / SCBH . SEISMIC CABLE BRACE WITH HOOK ATTACHMENTPRESTRETCHED GALVANIZED AIRCRAFT CABLE 7 x 19 STRAND CORE ,H, BOLT DIA. SCBH-O ,G'INSIDE HOOK DIA. A SCBH-1 thru 3 STANDARD ROD WITH FULL PPESTPEI CHEC GALVANIZED AIRCRAFT CABLE D. CABLE BRACE ANCHOR (Formed Steel) SCB ANCHOR DIMENSIONS - inches PULL SCBHS SNUG BEFORE TIGHTENING NUT 7 x 19 STRAND CORE IYPE SrlBtl nSSE./IBLY RATINGS AS CONTROLLED BY CABLE BREAKING STRENGTH -TxTSTRANDCORE STANDARD WASHER OD=2.5 x Rod Dia.) E C F B ,H, BOLT DIA.E C PLAN VIEW OF SCBH INSTALLATION Dhiru Mali Structural Engineer California SE No. 281 'l OSHPD Cable Max. Dia. Ratings in (mm) lbs (kN) Minimum Torque on Bolts ft-lbs (N+n)Size t/16' 235 30(r.6) (r) (41) 3t32' 460 30(2.41 12.11 (4r) 3t32 s00 30(2.41 12.21 (4r) 118 975 25(3) (4.3) (34) 3/16 2050 45(5) (e.r) (6r) 1t4 3150 55(6) (14.0) (75) SCBH{ scBH{) scBH{l scBH-l scBH-2 SCBHA Additional Stardard Rod Skes Rod Size with Washef A BCDEFGHSZe SCBH.O SCBH.1 SCBH-2 SCBH-3 318 (1 0) 5/8 (16) 7t8 (22) 1 118 (2s) 114 (6) 3l8lo 112 (10 to 13) 112 to 314 (13 to 19) 5/8 to 1 (16 to 25) 13t8 (35) 1718 (48) 2718 (73) 31D (8e) 21t'.t6 11116(52) (18) 23t8 1 (60) (25) 33t4 1 3/8(ss) (35) 4 314 1 314 (121) (M) 1 (25) 1 3/16 (30) 17116 (37) 3 3/8 (86) 4 3t8 (111) 4 314 (121) t) 1 1t2 (38) 1314 (45) 2 3/8 1t2 (10) (13) 5i8 1t2 (16) (13) 718 5/8 (22) (16) 1 118 314 (2e) (1s)(51 ) 15/16 1 314 (24) (45) MASON INDUSTRIES, lnc. Manufacturers of Vibration Control Products NY Mailing Address: PO 8ox 410, Smithtown, NY 11787 350 Rabro Drive 2'101 W. Crescent Ave., Suite D Hauppauge, NY 11788 Anaheim, CA 92801 6311348-0282 7141535-2727FAx631t3/.8-0279 FAX 7141535-5738 lnfo@Mason-lnd.com I IrxprREs: tulvnl4 Page x2 B UCC . SEISMIC ROD CLAMPS FOR STRUT CHANNELS THREADED ROD TYPE UCC WITH STEEL STRU-]'ASSE]"IBLV RATINGS STRUT STIFFENER 112" x1-112" x 13 UNC LOCKING BOLT TORQUE TO 1O ft]bS 1-3/16" 1 -5l1 6"1-114" : Rod Size in (mm) Maximum Compressive Force lbs (kN) S,rur Stiliener Maximum UCC Spacing in (mm) Miqimum Size in (mm) Max ,-ength ir (mm) 3t8 (10) 425 (1.e) 1 5r8 x I 5/8 x 12 Gage (41x41x2.5) 96 (2438) 28 (711) 1t2 (13) 1275 (5.6) 1200 (5.3) 1 5/8 x 1 5/8 x 12 Gage (41x41x2.5\ 1 5/8 x 1 5/8 x 12 Gage (41x41x2.51 96 (2438) 120 (3048) 38 (e65) (e65) 38 5/8 (16) 1475 (6 s) 1325 (5.e) 1 5/8 x 1 5/8 x 12 Gage (41 x 41 x2.5'1 1 5/8 x 1 5/8 x 12 Gage (41 x 41 x2.5) 96 (2438) 120 (3048) 48 (121s) 48 (121e) 314 (1e) 2500 (11.1) 1 5/8 x 1 5/8 x 12 Gage (41x41x2.5) 't44 (3658) 57 (1448) MASON INDUSTRIES, lnc. Manufacturers of Vibration Control Products NY Mailing Address: PO Box 410, Smithtown, NY 11787 350 Rabro Drive 2101 W. Crescent Ave., Suite D Hauppauge, NY 11788 Anaheim, CA 928016311348-0282 714t535-2727 FAX 631/348-0279 FAX 7141535-5738 lnfo@Mason-lnd.com ORE@il a I rxprREs: laguzol.-x5c Page 0n* Dhiru Mali Structural Engineer California SE No. 2811 DWN:1CDWG NJ: Equipment overturning calculations based on seismic load applied at a c:i:i3al angb. As defined in ASCE 7, section 13.3.1 , the seismic Horizontal force, Fpn, may be calculated using the following formula:0.4a oS psW,F'phlcalc) - t?) Except that: Fpn shall not be less thart Fpnlminy = 0.3SoslpWp and need not be more than Fph(max) = 1.6SoslpWp. Where: Wp = Component operating weight op = Component Amplification Factor, refer to ASCE 7, Table 13.6-1. Rp = Component Response Modification Factor, refer to ASCE 7, Table 13.6-1 Sos = pgsign spectra response acceleration at short period, refer to ASCE 7, section 11.4.4. lp = Component lmportance Factor, refertoASCE 7, section 13.1.3. z = Component Attachment Elevation with respect to grade. h = Structure Roof Elevation with respect to grade. Convert from Design Strength to Allowable Stress Design: \rx,l : Fpr,lcars;x 0.7 Vertical Seismic Force: L = 0.2* Srrx \x 0.7 TENSION IN STEEL M DUE TO SEISMIC FORCES: For worst loading condition, apply Fph along the same line as on cable. One cable, 45 degrees relative to the force, will be tensioned. All four cables will resist the vertical force, Fpv. TENSION IN STEEL CABLE AT WORSE CASE: + Fo, Cos 0 4* Sin9 lvlASON INDUSTRIES, lnc. Monufocturers of Vbrotion Control Products| 350 Robro orirc 2101 H Crcsccnt St., Suite D Houppouge, NY 11788 Anoheim, CA 92801631/348-0282 714/535-2727 FAx 6J1,/5/t8-0279 FAx 714l535-57JE lf T, 1 Tc(allowl O. K. Check Lag Screw (Per 2012 NDS, table 1 1 .3.1) Al lowable withd rawal val ue, W' = W(Co*Crrr*Ct*C"g ) Allowable lateral value, Z' = Z(Co*Cril*Ct*Cg*Cus) Where, W = Withdrawal Design Value, section 12.2.1 Z = Shear Design Value, section 12.3.1 Co = 1.6 - Table 2.3.2, for seismic. Cu = 1.0 - Table 1 1.3.3, Moisture Content < 19o/o Ct = 1.0 - Table 11.3.4, Temp < 100 'F Cs = 1.0 - Table 11.3.6 C's = 1'0 - Section 12'5'2 SEISM I C OVERTU RN ING CALCU LATIONS SEISMtC REST=H|].tr. SCB/J (S:lSl\4lr) CABLE BRACING) CoDE(S): ASCE-; / -\ 1t-'t) ELEVATION PLAN VIEW T(' Feh ' - (w p) * cos2 d + Z'*sin2 o Actual Load on Anchor, Ze.on = Where, Pry = Bolt Prying Factor n = Number of Anchor (r.y)14y'i"a; (w p)* Z'Z' + Zr,o", Check Lagscrew Z'N < 1.0 n (4)(cosd) -_---'-I uprREs: Yrl'3v?ol.- MASON INDUSTRIES.Inc. Manufacturers of Vibration Control Products 350 Rabro Drive 2101 W. Crescent, St€. D Hauppauge, NY I 1788 Anaheirn, CA 92801 63t/348-0282 714/535-2727 FAX 631/348-0279 FAX 7141535-5738 VAVs Max. Weight, U2 6 I Fph pau): FPh r^in.): Fph 1,^.): 1.00 1.00 34 20 t08 24 9 0.26Seismic Force , 0. # ofBraces resisting # ofBraces resisting Seismic Brace: *Cable Brace Member Check lag Screw Iag Screw Embedment: No. of bolts per W'(lbs): Z'(lbs)- Z',:: Z,t.*t: Bracket Prying Factor: Unity Check= I 36.68 3/32', 500.00 o.K. 1.781 I 0.12 *OPA-0349, Page Xl; 7xl9 Strand Steel Aircraft Cable. National Design Specilication for lTood Construaion, 2012 Edition Douglas Fir Larch, G:0.50 SEISMIC OVERTURNING CALCULATIONS JOB NAME' PACII'IC SCU'ICE HQ. CUSTOMIR: M {SC}l (\R9CON EO NUMB9P: 33685 tut4t20t9 wF-336E5-01-CAL wT'-3368101-CAL 33685-01-CAL.xls -.--..--- I rxprREs: Yuguml.- 296 37 ECHANICALCONTRACTORS Pacific Source HQ Seismic Bracing for Piping and Ductwork Systems MASON TNDIJSTRTES, INC. 35OtubroDrive-HauppugeNY 1 1788.631/W4282.FAX631R44277 r 2 t O 1 W. Crexent Ave, Su ite D - Anahei m, G 92ffi t . 7 t 4/5 3 5-272 7 . FAX 7 t q$5-5 7 38 Eep0/ to - PO. tux4lA Smlthtowr, NY / /7A7 Beprese/itatiues in tt e U.S.A- & througlrout the Worb NEOPRENE MOUNTINGS SPRING MOUNTS SUEMIITIIAL DATA SAi-FLEX EONlECTORS HANGERS DATE : 1114t2019 M.l. No. : E.O. 33685 @ @ ffi& PROJECT : PACIFIC SOURCE HQ ARCHITECT : ENGINEEH : CONTRACTOR : 4pgg_L6 MECHANTCAL P.O. NUMBER : COMMENTS SEISMIC BRACING LAYOUTS FOR SUSPENDED PIPING AND DUCTWORK SYSTEMS\ .l'{ 0 ;l '.. lt tt.'.t. t.[. 1'|'-t:frt'1.t.- ^ l'rL-r-al=T-I BASES mI :. 4n SEISTVI IC SELECTION CALGU I.ATIONS (soltD BRACING OF SUSFET{DED DlClWO'?l-:) Horizontal seismic force factor per ASCE 7-10, section 13.3.1: [0.+,u,'so,,w, "ILIr, Except that \n shall not be less than 4r,r.i,r:0.3xSo,xlox0.7 (ASD):0.3x .7 57 xl.0x0.7: 0.159 and need not be more than: 4rx* I :1 .6x So, xI, x0.7 (ASD):I .6x .7 57 x 1.0x0 -7: 0. 848 Where: Wo:Weight of system a, :2.5: Component Amplification Factor (ASCE, table 13.6-l) Ro:6.0 : Component Response Modification Factor ( ASCE, table 13.6-l) So, : .757 : Design Spectra Response Acceleration (ASCE7, section 11.4.4) Ie : 1.00 : Importance Factor (ASCE 7, section 13.1.3) Vertical Seismic Force: q, : ( 0.2 x Sd,><% )>< O.Z: ( 0.2x .7 57 xW p) *0. 7:. 1 06Wo T 4# Fph Check Seismic brace component: (56x22 duct)wp:3 "o%. Trapeze Supported System +1 2x x0.7 (ASD):0.4x2.5x.757x x 6.0 1.00 CERTIFIED FOR JOB NAME: PACIFIC SOURCE HQ CUSTOMER: MASON OREGON MASON EO: 33685 DATE: 1111512019 DWN:TH CHKD:GR *z*! I x0.7 :0 .).65 W, iGo vuured)*)[( 3l lbs. braced at every 20'-0" and gravity support at every 10'-0" For worse loading condition, apply lo along the same line as on brace member: Tension in brace member. T : 4 : 31x20x0'265 :232.361bs.cosO cos45o If T" { T",o* brace member is Okay. (1,.* per pageX4 of Mason OPA-0349) Tension load on struture, T:T"xcos0:232.36xcos45":164.3 lbs. Shear load on structure, V:T.xsin0:232.36xsin45":164.3 lbs. Total load on hanger rod, L : S+ *r- 3 I x l0+3 lx l0x0' 106 +164.3:335.73 lbs.'rt22 DWG. NO. WF-33685-SSCD I I rxnREs: Yuruml.- MASON INDUSTRIES, lnc. Manufacturers of Vibration Control Products NY Mailing Address; PO Box 410, Smithtown, NY 11787 350 Rabro Drive 2101 W. CrescentAve., Suite D Hauppauge, NY 11788 Anaheim, CA928016311348-0282 7141535-2727 FAX 631/348-0279 FAX 7141535-5738 lnfo@Mason-lnd.com FM Approved SHB Seismic Hook Brace DUSTRIES, V ib rati o n Co ntrol P rod u cts 2'101 W. Crescent Ave., Hauppauge, NY 11788 631t348-0282 FAX 631/348-0279 Info@Mason-lnd.com MASON IN lnG. Manufacturers of 350 Rabro Drive Suite D www. Mason-lnd.com Anaheim, CA 92801 7141535-2727 FAX 7141535-5738 JOB NAME PAC|F|C SOURCE HO MASON M.t. E.O. 30932 DWG. NO. WF-SHB NO. REQ'D. - TAG CUSTOMER CUSTOMER P.O. OREGON DArE: ., ..tO1t16 lowc. tlo. WF-SHBDWN: Tg CHKD:6pCertification Form S-126 1o/2o13llBEH3I;II Finish: All parts are Zinc Electroplated. APPROVED Counterbored N Restraint Hole lnstallation may include Mason SFB refer to S-127-1 for details one Bolt required at Max. Capacity Transverse and Longitudinal Bracing TYPE SHB DIMENSIONS & RATINGS RD 17l32"l14mml Hole Dia.111t16" [43mm] 44":lf: 1/2" (13mm) Dia. Bolts 1 or 2 Required per SHB (By Others) Torque Bolts to 50 ft-lbs (68 Nm). See note below. Nut is locked in Counterbore 1 7t8" [48mm] Transverse Bracing *Strut Attiachment Nut must have stamped teeth to achieve these values. Ratin3s are based on attachmcnt to rteel. Ratrngs n,ay chanke depending on attacl'mpnt ,nethods to ioricete.. Tqsting was done by FACTjR/ MUTJAL {FM App'ovals). NOTE: Not to be used as a vertical hanger for equipment, ductwork or piping. To be used as a seismic restraint only. -NOTE: For loads up to '1500 lbs one Strut nut is required, above 1500 lbs two Strut Nuts are required. A Strut shown, may be Steel Angle drilled to suit. (By Others) Longitudinal Bracing Strut Attachment Nut with Stamped Teeth (By Others) Size (RD) Rod Dia. (in) (mm) w(in) (mm) A(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 1 000 4.5 454 sHB-1/2 1t2 13 2 51 2 51 1710 7.6 775 1280 5.7 581 SHB-5/8 5/8 16 21t8 54 1 15116 49 1520 6.8 690 1 100 499 SHB-3/4 3t4 19 2'U4 57 17t8 48 1 660 7.4 753 1 040 4.6 471 MASON OREGOIU -__-----4 I rxprREs: lugunl|- .> FM Certifiecl Loacl Ratin 4.9 MASON INDUSTRIES, lnc. Manufacturers of Vibration Control Products 350 Rabro Drive 2101 W. Crescent Ave., Suite D Hauppauge, NY 11788 Anaheim, CA92801 6311348-0282 7141535-2727 FAx 631/34&0279 FAX 7141535-5738 lnfo@Mason-lnd.com www. Mason-lnd.com NO. REQ'D. TAG FM Approved SSBSCUSTOMERMASON OREGOI* MASON M.t. E.O. 33685 DWG. NO. X4 CUSTOMER P.O. Seismic Solid Brace Strut __=--'-- I rxprREs: tusunlt-_ CHKD: O*DATE: ,, 1l14t1g x4Certification Form S-119 1012013 FORM BY: R.R. APPR BY: J.T. DWN:1;-.1 APPROVED Strut shown, may be Steel Angle drilled to suit. (By Others) 1/2" (13mm) Dia. Bolts Min. (1) Required per SSBS as illustrated. Torque Bolts to 50 ft-lbs (68 Nm). (By Others) Solid Brace Anchor (Formed Stee!) 2"(51mm) 11 1t4" (57mm "A" Hole Dia. ;inis,r: All parts areZinc Electroplated. Bolted to open side or Strut Web 17132"(14mm) Hole Dia. 't 7t8" (48mm)t16"111 (43mm) 33t4" (95mm)Strut Attachment Nut with Stamped Teeth (By Others) *Strut Attachment Nut must have stamped teeth to achieve these values Ratings are based on attachment to steel. Ratings may change depending on attachment methods to concrete. Testing was done by FACTORY MUTUAL (FM Approvals). Preferred lnstallation Angle is 45' Maximum Variation is t 15" TYPE SSBS DIMENSIONS & RATINGS NOTE: Not to be used as a vertical hanger for equipment, ductwork or piping. To be used as a seismic restraint only. 1 15116'. (49mm) Size A (in) (mm) Bolt Size (in) (mm) FM Certified Load Ratings' lnstalled Angle 30'- 44' lbs KN kg lbs KN kg SSBS-12 17t32 13 3/8 10 660 2.9 299 970 4.3 440 SSBS-12 17 t32 13 'U2 13 660 2.9 299 970 4.3 440 SSBS.2O 25t32 20 5/8 16 660 2.9 299 970 4.3 440 SSBS-20 2st32 20 314 ,,1 9 660 2.9 299 970 4.3 440 SSBS.25 1 1t32 26 7t8 22 660 2.9 299 970 4.3 440 SSBS-25 1 1t32 26 1 25 660 2.9 299 970 4.3 440 -r MASON INDUSTRIES, lnc. Manufacturers of Vibration Control Products 350 Rabro Drive 2101 W. CrescentAve., Suite D Hauppauge, NY 11788 Anaheim, CA928016311348-0282 7141535-2727 FAX 631/348-0279 FAX 714ls3S5738 lnfo@Mason-lnd.com www.Mason-lnd.com CUSTOMER@. _-: I sEtsl|;lc RoD CLAT'PS FOR STRUT CHANNELSDWG.NO.L ucc MASON M.I.E.O. 33685 CUSTOMER P,O. THREADED ROD STRUT STIFFENER 1 /2"-1 3UNC x'l -1 12" (38) LOCKING BOLT TORQUE TO 10 ftlbs (13.5 N-m) 1 -3/1 6'. (30) 1-5/16' (33) 1-',U4" (32t Certification Form S-134 0412014 DWN:1g CHKD: 6p DA'E: 11t14t19 Rod Size in (mm) Maximum Compressive Force lbs (kN) Strut Stiffener Maximum UCC Spacing in (mm)t I Max Ler,gtl , in (mn:) 3/8 (10) 425 (1.e) 1 5/8 x 'l 5/8 x 't2 Gage (41x41x2.5) 96 (2438) 28 (711) 1275 (5.6) 1200 (5.3) I 518 x 1 5/8 x 12 Gage (41x41x2.5) 1 5/8 x 1 5/8 x 12 Gage (41x41x2.5) 96 (2438) 120 (3048) 38 (e65) 38 (e65) 5/B (16) 1475 (6 5) 1325 (5 e) 1 5/8 x 1 5/8 x 12 Gage (41 x 41 x2.5) 1 518 x 1 5/8 x 12 Gage (41 x 41 x2.5) 96 (24381 120 (3048) 48 (121e) 4B (121e) 314 (1e) 2500 (11.1) 1 5/8 x 1 5/8 x 12 Gage (41 x 41 x2.5) 't44 (3658) 57 ('t4481 APPROVED Fixed Equipment Anchorage Omce ot Statewlde Heallh Planning 8nd Oevelopment oPA-o349 on January 16, 2009 Po.* .loe Nlue TYPE UCC WITH STEEL STRUT H'qSEMBeY F.A;INGS *]L I I rxprREs: tugvnl. lDwG. uo. ,Ua Minirrum Size in (mm) . 1t2 (13) ao ilr i iliiil, uli:!iiiiii 'lil,ii str3tsre ){)fuilo o{Nfdsns rcl t! 5 Bromatcvd ZZI ia Epit ;:ttllul sa li liiiliiii f.! 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I a U oz2o = I I l l €rotY/ r vtotv/ r -__-ELlll t-Tr rrl [' _l I I E I t- ECHAN ICAL CONTRACTORS Pacific Source HQ Seismic for Variable Air Volume Units EQUIPMENT 6' MAX.t 1" MAX. ee rYPE MASON INDUSTRIES, !nc. CERTIFIED FOR JoB NAME: PACIFIC SOURCE HQ. CUSToMER: MASON OREGON CUSTOMER P.O.;_ JOB NO. MASoN E.o.: 33685 DwG. No.:WF-33685-01 REQUIRED: ( 6 )rlo: VAVs llonufacturers of Wbrotion Cmtrol Products SCB/H 350 Robro Drirre Houppouge, NY 11788 631/34A-O282 FAX 631/3$-0279 2101 W. Crescent St., Suite D Anohcim, CA 92801 714/535-2727 FAX 714l555-575E 2x2{a PLATE WASHER SCB.O oPA-o349 REF.:X1 ()%"a STEEL BOLTS ASTM A3O7 MIN. (PER BRACTNG LOC. 30"-45' lyzMtN 0Y8"A LAG SCREWS 3" LONG ASTM A.307 MIN, per bracing locations e) o%"ASTM A3o7 BoLT oR STANDARS ASTMA36THREADEDROD, WASHER WITH2x2xV, WASHER oF BA6K sioe or z, 4X BLOCKING (t)3/e"@ srEEL BoLTS ASTM A3O7 MIN. (PER BRACTNG LOC.) SEISMJC CABLE BRACIIiG ASSEMBLY L3x3xl4, 5" 1G. (6)l 0d COMMON NAILS o T 1Y2MtN 1Y?MtN..t- UCC ; REF. X5C (oPA-034e) @ 28',MAX. SPACTNG O3l8" THREADED ROD MIN. ROD STIFFENING STRUT IF ROD EXCEEDS 18" SCBH-O TOP & BOTTOM f-ELEVATION VIEW 3/32" DIAMETER STEEL AIRCRAFT CABLE, 7 X 1 STRAND CORE (oPA-o34s) REF. X2 1 5/8" x 12ga STRUT (wPrcAL) OPTIONAL METHOD e) a%" ASrM A3O7 BOLT OR ASTM A36 THREADED ROD, WITH 2x2xrl4 WASHER OF BACK SIDE OF 2x 7',-0" MAX. MIN. t/u'xt/s" rzea 45'r5" STRUT 1', MIN. WOOD ELOCKING TO BE DESIGNED BY STRUCTURAL ENGINEER tli L \I \ ALTERNATE CABLE DIRECTIONS DWN TH GHKD 4R DATE 11114119 TOP VIEW TAGS: VAV UNIT:ENVITO-TEC WT. (lbs.) NE-1.12,1.13 SDR-EH SIZE 12 89 NW-1.13, 1.14 SDR-EH SIZE 12 B9 2-33,340,344 SDR-EH SIZE 1O 7B I SCB . SEISMIC CABLE BRACE PRESTRETCHED GALVANIZED AIRCRAFT CABLE .-< D 7 x 19 STRAND CORE PRESTRETCHE,) GALVANIZED AIRCRAFT CABLE 7 x 19 STRAND CORE SCB-O E D CABLE BRACE ANCHOR (Formed Steel) C B TYPE SCB ASSEMBLY RATINGS AS CONTROLLED BY CABLE BREAK]NG STRENGTHYF ,H, BOLT DIA. E Lf HOLE DIA. 'TxTSTRANDCORE B TYPE SCB ANCHOR DIMENSIONS - inches SCB-1 thru 4 NOTE: BRACKET MATERIAL IS A36 STEEL OSHPD Max. Ratings Minimum Torque on Bofts lbsSize in ft-lbs Cable Dia. SCB{ SCB-O SCB4 SCB.1 SCB-2 SCB.3 SC84 'U16" (1.6) 3t32' (2.4) 3t32 (2.4) 1t8 (3) 3/16 (5) 1t4 (6) 3/8 (10) 235 (1) 460 (2.1) 500 (2-2) 975 (4.3) 2050 (s.1) 31 50 (14.0) 6875 (30.5) 30 (41) 30 (41) 30 (41) 25 (34) 45 (61) 55 (75) 200 (271I EFGH526ABCD SCB.O SCB.1 SCB-2 SCB-3 SC84 1 5/16 (33) 1 3/8 (35) 1 5/8 (41) 2 (51) 3118 (7s) 1 112 (38) 2 (51) 23t4 (70) 3112 (8s) 5 (127) 3t4 (1e) 1 (25) 13t8 (35) 13t4 (45) 2112 (il) 't 5/16 (24) 15/16 (24) 13116 (30) 17116 (37) 1 15t16 (4s) 13t4 (44) 3 3/8 (86) 4 3t8 (11 1) 4 3t4 (121l. 5314 (146) ir 1 1r2 (38) 13t4 (4s) 2 (51) 21t4 (57) 7t'.t6 (13) 9/16 (14) 't'U16 (17) 13/16 (21) I 5/16 (33) 1t2 (1 3) 1t2 (1 3) 5/8 (1 6) 3t4 (1s) 1 (2s) EXPIRES: N/ASON INDUSTRIES, lnc. Manufacturers of Vibration Control Products NY Mailing Address: PO Box 410, Smithtown, NY 11787 2101 W. Crescent Ave., Suite D Anaheim, CA 92801 7141535-2727 FAX714t535-5738FAX 631/348-0279 lnfo@Mason-lnd.com 350 Rabro Drive Hauppauge, NY 1 1788 631t3484282 Dhiru Mali Structural Engineer Califomia SE No. 2811 x1 Page / frr,*nn.rA SCBH . SEISMIC CABLE BRACE WITH HOOK ATTACHMENTPRESTRETCHED GALVANIZED AIRCRAFT CABLE 7 x 19 STRAND CORE ,H" BOLT DIA. SCBH-O C -G- INSIDE HOOK DIA. A SCBH-1 thru 3 STANDARD ROD WITH FULL NUT PRESTPETCHED GALVANIZED AIRCRAFT CABLE D D CABLE BRACE ANCHOR (Formed Steel) SCB ANCHOR DIMENSIONS - inches PULL SCBHs SNUG BEFORE TIGHTENING NUT PLAN VIEW OF SCBH INSTALLATION 7 x'19 STRAND CORE TYPE SCBd ASSEMBLY RATINGS AS CONTROLLED BY CABLE BREAKING STRENGTH -TxTSTRANDCORE STANDARD WASHER OD=2.5 x Rod Dia.) E B F B A ,H, BOLT DIA.E C I luprnEs: tiugunl.- OSHPD Cable Max. Dla. Ratings in (mm) lbs (kN) Minimum Torque on Bolts ft-lbs (N<n)Size 1/16. 235 30(r.6) (1) (4r) a32* 460 30(2.41 12.11 (4r) 3t32 s00 30 12.4) (2.21 (4r) 1/8 975 25(3) (4.3) (34) 3/16 2050 45(5) (e.1) (6r) 1t4 315{t 55(6) (14.0) (75) scBH{) scBH.o SCBH{ SCBH.l scBH-2 scBH-3 Additional Stardard Rod Sizes Rod SLe with Washef ASize BCD EFGH 3/8 (10) 5/8 (16) 7t8 (22) 1 1t8 (2e) 1t4 (6) 3l8lo 112 (10 to 13) 't12to3l4 (13 to'19) 5/8 to 1 (16 to 25) 13t8 (3s) 17t8 (48) 2718 (73) 3',l12 (8e) 2 1t16 (52) 2318 (60) 33t4 (e5) 4 314 (121) 1 1/16 (18) 1 (25) 1 3/8 (3s) 13t4 (44',, 15/16 (24) 1 (25) 1 3/16 (30) 1 7t16 (37) 13t4 (45) 3 3/8 (86) 4 3t8 (111) 4 314 (121) - 3/8 112 G) (10) (13) 't 1t2 5/8 'll2 (38) (16) (13) 13t4 718 5/8 (45) (221 (16) 2 1',v8 314 (51) (2e) (1e) MASON INDUSTRIES, lnc. Manufacturers of Vibration Control Products NY Mailing Address: PO Box 410, Smithtown, NY 11787 350 Rabro Drive 2'10'l W. Crescent Ave., Suite D Hauppauge, NY 1 1788 Anaheim, CA 92801 6311348-0282 7141535-2727 FAX 631i348-0279 FAX 7141535-5738 lnfo@Mason-lnd.com Page x2 Dhiru Mali Structural Engineer California SE No. 2811 SCBH4 scBH-1 SCBH.2 SCBH.3 UCC . SEISMIC ROD CLAMPS FOR STRUT CHANNELS THREADED ROD TYPE UCC WITH STEEL STRUT ASSEMBLY RATINGS Strut Silrfener Maximum STRUT STIFFENER Max Le:gth in (mn) UCC Soa,:ro? irr (tom) L I L 112" x 1-112" x 13 UNC LOCKING BOLT TORQUE TO 10 ft-lbs 1-3116" 1-5/16" MASON INDUSTRIES, lnc. Manufacturers of Vibration Control Products NY Mailing Address: PO Box 410, Smithtown, NY 11787 350 Rabro Drive 2101 W. Crescent Ave., Suite D Hauppauge, NY 11788 Anaheim, CA 92801631t348-0282 7141535-2727 FAX 631/348-0279 FAX 7141535-5738 lnfo@Mason-lnd.com Rod Size in (mm) Maximum Compressive Force lbs (kN) Minimum Size in (mm.r 3/8 (1 0) 425 (1.e) 1 5/8 x 1 5/8 x 12 Gage (41x41x2.5) 96 (2438) 28 (7',t1) 112 (1 3) 1275 (s.6) 1200 (5.3) 1 5/8 x 1 5/8 x 12 Gage (41x41x2.5) 1 5/8 x 1 5/8 x 12 Gage (41 x 41 x2.51 96 (2438) 120 (3048) 38 (s65) 38 (e65) 5/8 (16) 1475 (6 s) 1325 (s.e) 1 5/8 x 1 5/8 x 12 Gage (41x41x2.5) 1 5/8 x 1 5/8 x 12 Gage (41 x 41 x2.5) 96 (2438) 120 (3048) 48 (121e) 48 (121s) 314 (1e) 2500 (11.1) 1 5/8 x 1 5/8 x 12 Gage (41 x 41 x2.5) 144 (36s8) 57 (1448) I x5c Page frL Dhiru Mali Structural Engineer California SE No. 2811 nArA f* ,-,,r" -l ---__----I ExprREs: tuiat0l.- DWN:TH CHKD: Equipment overturning calculations based on seismic load applied at a critical angle. As defined in ASCE 7, section 13.3.1 , the seismic Horizontal force, Fph, may be calculated using the following formula: F _0.4anSosLlo(r_rr\,ph(catc\- (nr) l,'-n) l,; ) WT Except that: Fpn shall not be less than Fph(min) = 0.3SoslpWp and need not be more than Fph(max) = 1.6SoslpWp. Where: Wp = Component operating weight op = Component Amplification Factor, referto ASCE 7, Table 13.6-1. Rp = Component Response Modification Factor, refer to ASCE 7, Table 13.6-1 Sos = psslgn spectra response acceleration at short period, refer to ASCE 7, section 11.4.4. lp = Component lmportance Factor, referto ASCE 7, section 13.1.3. z = Component Attachment Elevation with respect to grade. h = Structure Roof Elevation with respect to grade. Convert from Design Strength to Allowable Stress Design: Fpr,(u) = \rr.ur"rx 0'7 MASON INDUSTRIES, Inc. Monufocturers of Vbrotion Control Products 350 Robro Drive 2101 lV. Crcscent St., Sulte D Houppouge, NY 11788 Anoheim, CA 92801631/348-0282 71+/535-2727 FAX 631/348-0279 FAX 714l535-573E Vertical Seismic Force: lo, = 0.2x Sorx \x 0.7 SEISMIC OVERTURNING CALCULATIONS SEISMIC RESTRAINT: SCE/-I iSElfMlt) CA.BLE BR\CING) CODE(S): ASCE-7 ELEVATION PLAN VIEW TENSION IN STEEL MEMBERS DUE TO SEISMIC FORCES: For worst loading condition, apply Fph along the same line as on cable. One cable, 45 degrees relative to the force, will be tensioned. All four cables will resist the vertical force, Fpv. TENSION IN STEEL CABLE AT WORSE CASE: + Fo, Cos 0 4* Sin9 FehT_c t - (w p) *cos2 d + Z'*sin2 o Actual Load on Anchor, Zo.o", = Where, Pry = Bolt Prying Factor n = Number of Anchor (e.y)t4x'iral]' * (w p)* Z'Z' OREGON Ze,o"t Check Lagscrew Z"< 1.0 n (4|cosa) ____-----4 I rxprnEs: yug.vml.- lf T, 1 Tc(agow1 O. K. Check Lag Screw (Per 2012 NDS, table 11.3.1) Allowable withdrawal value, W' = W(Co*Cu*Ct*C"g) Al lowable lateral val ue, Z' = Z(Co* Cr,l*Ct *Cg*C"s ) Where, W = Withdrawal Design Value, section 12.2.1 Z = Shear Design Value, section 12.3.1 Co = 1.6 - Table 2.3.2,for seismic. Cu = 1.0 - Table 1 1.3.3, Moisture Content < 19o/o Ct = 1.0 - Table 1 1.3.4, Temp < 100 "F Cg = 1.0 - Table 11.3.6 C"s = 1'0 - Section 12'5'2 wF-33685-01-CAL MASON INDUSTRIES.Inc. Manufacturers of Vibration Control Products 350 Rabro Drive 2l0l W. Crescent, Ste. D Hauppauge,NYllT88 Anaheim,CA9280l 631t348-0282 714/535-2727 F AX 631348-0279 F N( 714t535-5738 VAVs Max. Weight, SEISMIC OVERTURNING CALCULATIONS JOB NAME: PACIFIa SQURCI HQ. CUSTOMER: MASO\?REGCN EO NUMBER: 33685 tyt4t20t9 wF-33685-01-CAL ) 6 u2 I Fph pou): FPh t^iu.t: Fph 6o*.): Fpv: Seismic Force Ratio= theta(deg): theta(rad): # ofBraces resisting Fph: # ofBraces resisting Fpv: Tc: Seismic Brace: *Cable Size: *Tc(allow): Brace Member Check : lag Screw Diameter: Lag Screw Embedment: No. of bolts per bracr W'(lbs): Z'(lbs) Z": Bracket Prying Untty Checle 34 20 t08 24 9 0.26 0 1 36 3/3 2', 500.00 o.K. 1.781 1 488 296 5/ 1.00 0.12 *OPA-0349, Page Xl; 7xl9 Strand Steel Aircraft Cable. National Design Speciftcation for llood Construction, 2012 Edition Douglas Fir Larch, G=0.50 33585-07-cAL.xls -_-_---4I rxprREs: ylnaml H