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Plans (10) BUP2019 -00035 ( 3/3 ) 14 AVe APPROVED APPROVED TRANSVERSE SEISMIC SOLID BRACE GUIDELINES OFFICE COPY OFFICE COPY SSBS-SEISMIC SOLID BRACE -SSBS-SEISMIC SOLID BRACE -ssas-SEISMIC SOLID BRACE -SSBS-SEISMIC SOLID BRACE ALLOWABLE BRACE ANGLE VARIATIONS IN PLAN (SIZE PER PLAN) (SIZE PER PLAN) (SIZE PER PLAN) (SIZE PER PLAN) FOR DETAIL PAGES C7 AND C8 TYPICAL CLEWS U P ao C)C) SUPPORT STRUCTURE SUPPORTSTRUCTURE SUPPORTSTRUCTURE SUPPORT STRUCTURE HANGER ASSHOWN ASSHOWN AS SHOWN 0 ON PLAIN 0 ON PLAN 0 ROD STIFFENING STRUT ASSHOWN 0 \\'-ROD STIFFENING STRUT ON PLAN \-ROD STIFFENING STRUT \-ROD STIFFENING STRUT (IF REQI ON PLAN (IF REQ'D) ANCHORAGE ANCHORAGE I NCHORAGE NCHORAGE FROM HANGER F S ) PER PLAN 0 PER PLAN 0 PER PLAN PER PLAN HANGER ROD CRAZE C7> DDI P CLAMP UCC-SEISMIC ROD CLAMP _--UCC-SEISMIC ROD CLAMP -----UCC-SEISMIC ROD CLAMP ----UCC-SEISMIC ROD CLAMP CLAMP (IF REDD) (IF REO'D) C7 AND 'u FOR MORE SPECIFIC DIFORMATHIN ON SOLID MliiCES, IT, CLEWS HANGER I/5w.1298 STRUT 0 1 518'It 12ga STRUT 0 IS HANGER Z12gaSTRUT 0 0 1 5/18 .12ga STRUT w MAX No. Revision/issue Dot CCB-CLEVIS CROSS BRACE 0 0 V HIM, V Hier SHB-SEISMIC HOOK BRACE PIPE STRAP OR U-BOILT(TYP.) - SHB-SEISM C HOOK BRACE PIPE STRAP OR U-BOLT CTYP�) re,. SHB-SEISMIC HOOK BRACE 0 (SIZE PER PLAN) �SIZE PER PLAN) TYPICAL CLEVIS (SIZE PER PLAN) TRAPEZE SUPPORT MEMBER TRAPEZE SUPPORT MEMBER HANIGER THE AKLE VARIATION MAY INCREASE BEYOND 25' UP TO IS- PROVIDED THE MACE IS ELEVATION VIEW ELEVATIONVIEW ATTACHED TO A PIPE CLAMP AND A LONGITUDINAL BRACE OCCURS OPPOSITE THE SKEWED ANGLE DIRECTION AS SHOWN BELOW. ELEVATION VIEW SHS-SEISMIC HOOK BRACE LONGITUDINA6 SEISMIC SOUD BRACE GUIDEUNES MAX I ALLOWABLE RACI!tf A PGUEloVARIAnONS IN PLAN 7OR E AIL AGE C9 0 (SIZE PER PLAN) ELEVATIONVIEW 482 RISER CLAMP OREGON FOR BRACE ATTACHMENT 1.16LI-ol 0 0 L R A AS IN E AS ON SMOM Do STIFFENING (IF REQ D ON SH ZNC AS P Do STIFFENING E ZNCI 0 C I Rol ESMIC ROE a 0 FOR 4MF L % DC ACES 0 0 C SEISM C CC-S (IF R )D) 1&80 X 12g.STRUT IS HANGER 1518..1 2ge STRUT SEISMIC OOK BRACE M STRAP OR ULBOL E PER PLAN) CLEWS "RI 'KII 'kill PLAN VIEW PLAN VIEW BRACI, C8 TO CLEVIS CROSS BOLT PLANVIEW K;fZn� LONGITUDINAL SEISMIC SOLID BRACE ALL-DIRECTIO�NALSOEISMIC SOLID BRAC�EFOFR TRANSVERSE SEISMIC SOLID BRACE FOR If MASON TRANSVERSE SEISMIC SOLID BRACE F7 CT'O 'SMC So I P T� P SUPP /CO UIT SYMBOL ON PLAN FOR CLEVIS SUPPORTED PIPE/CONDUIT FOR CLEVIS SUPPORTED PIPE/CONDUIT SYMBOL ON PLAN TRAPEZE SUPPOR=EDPIPL=/CONDCUIT SYMBOL ON PLAN TRAPEZE SUPPORTED PIPE/CONDUIT INDUSTRIES, INC �C" SYMBOL Of NI ART OR AUL UICA. To VA's"Bile To NEXT 110110 oM1rhINd. Manufacturers of Noise and Vibration Control Products and Seismic Restraint Systems SHB SEISMIC HOOK BRACE SEISMIC BRACKET ATTACHMENT TO SEISMIC BRACKET ATTACHMENT TO 350 RABRO DRIVE HAUPPAUGE, NY 11788 WOOD JOISTS WOOD JOISTS PHONE (631) 348-0282 FAX (631) 348-0279 17W[14mm] '�7 GLUED SURFACE Finish 111116, *Shrut Attachment Nut must have stamped team All parts are Zinc [431 to achieve these values Rating am based on A Electroplated. attachment to steel Ratings may change depending '4) 535 1 71W on attachment methods to concrete Testing Mras PHONE (71 -2727 APRROVED [48mml done by FACTORY MUTUAL(FM Approvals) IS-)COMMON NAILS 1 Od IS')COMMON NAILS Y4'XIY2" LAG SCREWS FAX (714) 535-5738 (3)PER SIDE,STAGGERED (8)PER SIDE,STAGGERED CENTERED ON THE Counterbared Not 4"'P / %_ _J# Restraint Note NOTE:Not In be used as a vertical hanger for L UNDERSIDE OF TOP CHORD equipment.ducinnork or piping. I-JOIST -12 -/2 X3/16 RD To be used as a selsmic restraint only, 148'LONG MA)I.LENGTH 4x6 BLOCKING 4x1O BLOCKING WITH NOTCHES 48" MAX. SPAN Moa"a AGAINST WEBS AND UNDER UPPER FLANGES CUT TO FIT AROUND JOIST FLANGES Hole Dia m ar kZm lZen Not 141mm' 44-1`4� N.J. Z <1 A '14 *NOTE:For bads up to 1500 Itys one Strut (IANXIMUM 1/8-GAP) r%ut is required,above 1500 Itis tum Strut T 17 1 Nuts are required. SEISMIC BRACKET SCB/SSBS BRACKET W1�RU BOLT(PER PLAN) W/LAG BOLT(PER PLAIN) BRACING PERPENDICULAR TO JOISTS BRACING PERPENDICULAR TO JOISTS /_4x1O BLOCKING l/T(13mm)Dia.done 1 0 (SEE ABOVE) HIVED my R EC E asor SFB or 2 Required per SHB Strut shic"An' include M may w steel Othm) (By Angles Ndrdledj Torms Roft to 5MI It;Ib� W su" Longitudinal Bracing MAY I s 2020 (68 Min)Sea note beiI W suit (By others) SSBS/SCB BRACK BU'Ty OF TIGARL, Z 0 Nut is locked in I JOIST REF. X4 LL)INU DIIIISION 0 ly we Bdt CoUntemore III ;I at Longitudinal Bracing 2 0 Max Capacil 14�1d` MIN.12'LOING ALLOWABLE HORIZONTAL SEISMIC LOADS < U-1 BISSBS BRACKET DETAIL A Z Of 0 4D 24 BRACE ANGLELOVE71I W1 LAG BOLT(MR PLAIN) Strut Allachrient @ UPPER HALF OF BLOCK 0 Nut dh Stanqued ;Z--& 4, GO UJ Teeth(By Others) _H7M 2 Z Train...and 0 390 lips REFERENCE TJLX INSTALLATION MANUAL 0 0 Longitudinal Bracing Tranverme Bracing U) CO V) TYPE SHB DIMENSIONS&RATINGS BRACING PARALLEL TO JOISTS Z:) 2 (RD)Rod Dia. W A It L) LU Sure 1I%T44*I fig 451 W NOTE REFER TO SEISMIC LAYOUT PLAINS FOR ACTUAL SEISMIC REACTION LOAD TO STRUCTURE. U) I.- (,n) (mm) (in) (ram) (in) I-) Ibs I IN I K9 SEISMIC BRACKET V) SHB-3/8 3/8 10 2 1 2 51 1420 W1 THRU BOLT(PER PLAN) SHB-1/2 lG2 13 2 1 51 2 51 1710 1 ff" 1 12m 1 '5.'7 , '581 Transverse and < >_ SHO-5/8 5_18 is-- 115116 49 15M 1 6.8 1 690 1 1100 1 4.9 1 499 SEISMIC BRACKET ATTACHMENT TO A U) SHB-N4 34 19 2114 1 57 1718 48 1650 1 7.4 1 753 1 1040 1 4 Longitudinal Bracing LU Transverse Bracing BRACING PARALLEL TO JOISTS WOOD JOISTS 0 Z UU Q a- Z L..j LU UJ TYPE SSBS ANCHORS DIMENSIONS-inches(mm) UU 9 0 SXj % j UU IQ (9&13) SSIRI Fs"W':But (16&19) THREADED ROD TYPE UCC WITH STEEL STRUT ASSEMBLY RATINGS �SSEII 1 (22&Is) LIC INSTALLATION C/) CQ Maoiimum Strut Sfiffener Maximum - Z) A"Hole I Rod W U) 2-[51, Compressive Max Ucc 318 in. (10 mm) U) STRUT STIFFENER Size For. Minimum Sim Length Spacing MAXIMUM in(mm) in(mm) TYPE 17132-[14]H.I.D1. in(mm) IDS(kN) in(mm) CLEARANCE 0 SSB(U)&SSBS ANCHOR RATINGS 21/4'[ OSHPO Mmunwn Solid Brace Anchor 318 425 1 5/8 x 1 518 x 12 Gage 96 28 M. Torque 1 1/4'[ 1 (FomNsd Steel) (10) 1 (41 x 41 x 2.5) (2438) (711) Ratings .Bolts sire ItTs GN) I(�) �1 1275 1518 x 1 518 x 12 Gage 96 38 E (See otes) SSEIS-12 1250 SO 1/2 (5.6) 141 x 41 x 2.5) (2438) (965) (54) (68) (13) 1200 1 5/8 x 1 5/8 x 12 Gage 120 38 SIM SO (5.3) (41 x 41 x 2.5) 1 965) SSBI M(13.4) (68) - 1/4 in. 0 VERTICAL ROD STIFFENER USING 12ga STRUT SSBU�3 50DO 55 1718'[481 1475 15/8 x 1518 x 12 Gal 96 48 (6 mm) (22.2) (75) 5/8 (6.5) (41 x 41 x 2.5) (2438) (1219) Max. 1 in. SS04 878� �7 9 (16) 1325 1 518 x 15/8 x 12 Gage 120 48 (25 mm) LLI (3 (5.9) (41 x 41 x 2.5) (3048) (1219) Min. Maximum Maximum Max. U) 3314-196) �9 3/4 2500 1 518 x 1 5/8 x 12 Gage 144 57 F MAXIMUM SCB or Support Unbraced Braced UCC Strut Z STRUT ATTACHMENT PLATE (19) (11.1) (41 x 41 it 2.5) (3658) (1"8) Ucc F- PROVIDED WITH SSBU ONLY 115116-1491 E(See Notes) SPACING SSB(S) Rod Dia. Rod Length Rod Length Spacing Brace U LU SOLID BRACE ANCHOR Size (in.) (in.) (in.) (in.) Size (in.) 0 < (Formed Steel) Of SSBS-1 2,20&25 112"x 1-1/2'x 13 UNC (L LOCKING BOLT MAXIMUM MAXIMUM MAXIMUM SCB/H_0 3/8 18 96 1 28 1 5/8 x 1 5/8 x 12ga TORQUE TO 10 ft-lbs MAXIMUM 1 UNBRACED STIFFENER UNBRACED SCB-1 Ucc (25 mm) ROD LENGTH LENGTH ROD LENGTH SSB-1 25 120 38 1 5/8 x 1 5/8 x 12ga F TYPE SSS&SSBS ANCHOR RATINGS WITH STEEL BRACE MEMBERS SPACING Min. SSBS-12 31 120 48 1 5/8 x 1 5/8 x 12ga OSHPID Max. Minimum Steel Brace member-In prim) MAXIMUM Minimum Rallings, at MauiImum Brace Length 112 25 120 38 1 1 5/8 x 1 5/8 x 12ga "H' ft[kN) STIFFENER OL Size MAXIMUM SCB-2 H E DIA. 5'-T(I'S mu 9�(2.9 m) 14'-6'HA AT) ROD LENGTH Ucc SSB-2 E 12w 15i8x1S8Stmt 1518xlWSbI 151Bx3l/4SbUt 5/8 31 120 48 1 5/8 x 1 5/8 x 12ga SSBS-12 (5s) (411,41 Sure) (4lx4l Sim) (41idl Sim) MAXIMUM SPACING SSBS-20 HOLE DLAL SSBI 25 Dogs 15ABxI58Stmt 15ifl.3114 Sinn NIA Ucc 1 in. 1 in. 3/4 37 144 57 1 5/8 x 1 5/8 x 12ga (13.4) (41,M11 Short) (4143 Spot (25 mil (25 mm) 5000 2x2x114AngIe'3x3x1/4Ar@Ia 4x4xi/4" SPACING Min. Min. SCB-3 518 31 120 48 1 518 x 1 5/8 x 12ga SSBDUf3 (22,3) Angler(7&7M Angel' (1OGbd02d Angle) SSB-3 SSB-3&4 SSI34 8126 1 3 3 x 114 Argle 4 x 4 x 114 Arle 5 x w (�6.7&"Arqle) (10al0GbsAnge�L27x511Z18=)j J SSBS-25 3/4 37 144 57 1 5/8 x 1 5/8 x 12ga "1&8x3li4xl2ga(41mmxg3�x2.7�)�s=mybe swebtuted using me Type SISBU component, E (See Notes) E(See Notes) TYPE SSB ANCHOR DIMENSIONS-inches(mm) -L - I sme A 6 C D E F G H i MASON UCC CLAMP 12ga STRUT ssB(U)'3 2(51) 31/2(89) 1314(") 17116(37) 4314(121) 2(51) 1116(21) 3/409) DIM) SSB4 3118(79) 5(127) 21/2(1 1 1 W16(49) 5 T4(1416) 2114(57) 1 5`16(33) 1(25) UCC SEISMIC ROD CLAMPS RODS WITH SPRING HANGERS RODS SOLID TO STRUCTURE SSB(U) & SSBS SEISMIC SOLID BRACE FOR STRUT CHANNELS E= 1 1/2 in. (38 mm)maximum for 3/8" (10 mi to 1/2" (13 mm)diameter rods and E 4 in. (102 mm)maximum for 5/8"(16 mm)to 1 1/4"(32 mi diameter rods. A minimum of(2) UC Rod Clamps per stiffener member are required. Refer to table to the right for Maximum Unbraced Rod Length, GENERALNOTES 1.MASON INDUSTRIES,INC.SCOPE OF WORK IS LIMITED TO THE DESIGN OF SEISMIC BRACING FOR THE SUSPENDED DUCTWORK I PIPING SYSTEM THE PROFESSIONAL ENGINEER'S SEAL APPEARS ON THIS DOCUMENT ASSUMES RESPONSIBILITY FOR THE VALIDITY OF ONLY THE SEISMIC BRACING ELEMENTS SHOWN HEREON AND NOT FOR ANY ARCHITECTURAL, CIVIL,MECHANICAL,ELECTRICAL OR ANY OTHER ENGINEERING OR DESIGN ASPECT OF THE WORK. 2.CONSTRUCTION SHALL NOT BEGIN UNTIL ALL APPROVALS ARE IN PLACE,INCLUDING APPROVAL OF THIS SUBMITTAL BY OWNERS AGENTS,CONSULTANTS, ANDIOR BY BUILDING PERMIT PLAN CHECK. MASON INDUSTRIES,INC.WILL NOT ASSUME ANY RESPONSIBILITY FOR CONSTRUCTION DONE PRIOR TO THE AFOREMENTIONED APPROVALS. Sh�0 1 Mason EO 34017 Date 4MSC D� wU Chkd PS_ 1 Scale (NONE) Architect Logo: 5 6 7 8 MASON INDUSTRIES, INC v THIS DRAWING HAS BEEN REVIEWED FOR SEISMIC BRACING 18 101-5" 37'-9" 7' OF THE FOLLOWING UTILITIES: 1t�O�f�rce_ ® SUSPENDED PIPING ❑ SUSPENDED DUCTWORK 4 ❑ SUSPENDED ELECTRICAL TRAY/CONDUIT OREGON " WE HAVE DETERMINED THAT NO SEISMIC BRACING IS y" y Engineer Logo: A REQUIRED FOR THE ABOVE SYSTEM(S) BASED ON THE Y qR.27 1� REQUIREMENTS OF ASCE 7 CHAPTER 13 AND MASON 9�/ OHppMJ' o 0 0 0 0 0 INDUSTRIES SEISMIC RESTRAINT GUIDELINES (OPA-0349). 0 NO OTHER RESPONSIBILITIES IS TAKEN OR IMPLIED rxaiaES: 20 r 12'-5'IBOP r tr/W'r J"CW WITH THIS CERTIFICATION BY MASON INDUSTRIES, INC. BY: -WL DATE: 4/8/10 111-52- NOTES: - 2 NOTES: .2 � 14'-0411g°. 14'-0 4"NOP 13'-4"BOP 2 2"v 2 0 . i_ Irr P "Cw a„CW HTM Logo: HWI 4 2„WU ,Bop i•'HW 2' �� 0 HW/CW H Y R O rm- ° z SCIENCE ♦ TEM P SCIENCE 13 4"R°P GENERAL Wilson vile OR 97070 CLASSROOM 13'-10" P 13'_5 ' SOP CLASSROOM CLASSROOP ° 12'-11 8' A102 v 34'-5” A100 1Z H I OF "CW 1 HW do CIENCE — L from nd +� fl P EP O C) N CN 14"cw A101 w V p rn CW 14 -02 BOP p - O ° HW/CW — U Z ° Hw/ a� � 12I 6W 1 J"CW 1"CW 12'-5"&>P BOP 11'51/8" 71 12'-1 Y � CU <_ �o � O B 0 0 0 0 0 _� -_._ /��0 0 I— v, - F 1 „ co co 2. 2. HW/CW HW/CWIW/CW Lr) O O �_ co L I D F Project Key: A116 HALL BOP 13'-0 e" A125 Sink location El HB-1 confirmed 29'-4° UB ELE '�5 A11511 12'cW ES ROOM SMALL 12'-112'RnP _ CON F. a FD z W ffi A112 Project Owner: no- .. MUM if ° 13'�z I"BOP 2 'C W O ON 13'-64' OP 13'-1/8"BOP -1/8 ROP \ S ; FD C1 „1C 1 g��ROP / Project Name: T6 "w Twality MS l”VY t 2'-9 I"BOP J L 4b 3/4Date " HW A01 7 2"�P 1 7 4 02/06/2020 FD /. ' \` H&1 2,.V lJ Revisions to Sheet 12'-711ROP ^ Revision Author Date GENERAL CLASSROOM COMPUTER All �' 34'-5' CLASSROOM A111 A119 � k CD Label: LEVEL 01 SECTOR A PLUMBING SEISMIC \\j DRAWING �ottV • V v O `/ 2"CW 11'-72'eoP N CD Page: 12 -2 "BC V WH-1 ®v P2. 1 O S I l w ' Project Number: fes•/, 24' 8' 16005 SCALE 1 /4" _ —0" Architect Logo: MASON INDUSTRIES, INC 6 T 8 9 THIS DRAWING HAS BEEN REVIEWED FOR SEISMIC BRACING " OF THE FOLLOWING UTILITIES: PEO tNPR�O�F�r,,, 37 —9 7 ® SUSPENDED PIPING ��`' ANG '"ti'Wf'O ❑ SUSPENDED DUCTWORK l zf14 82 ❑ SUSPENDED ELECTRICAL TRAY/CONDUIT OREGON WE HAVE DETERMINED THAT NO SEISMIC BRACING IS REQUIRED FOR THE ABOVE SYSTEM(S) BASED ON THE �'gR.21 REQUIREMENTS OF ASCE 7 CHAPTER 13 AND MASON ��/ D►{pF Engineer Logo: INDUSTRIES SEISMIC RESTRAINT GUIDELINES (OPA-0349). NO OTHER RESPONSIBILITIES IS TAKEN OR IMPLIED E%PIRES: 8 ZO WITH THIS CERTIFICATION BY MASON INDUSTRIES, INC. BY: DATE: F WH-1 - NOTES: OFFICE 14'-3 5"Ro B101 r YORK OOM 2"CW HTM Logo: H Y 0 R D 12'-21rrBO,' ♦ T E M P TE TB C K 12'-11 '-'Bol 28465 SW Boberg S O pR V Wilsonville, OR 97070 B10 GENERAL GENERAL GENERAL GE -�-' o .V CLASSROOM CLASSROOM CLASSROOM CLA 34'-6" -- B103 B104 B105 f N ti OFFICE O o B102 v � o '_2°ROP 1 - rrCW Ro �2.. IM I 12'-111"Bor 2"CW - J /-z1" W C� - o CD ti 1o'-sy--RBOP JU T' � 0 0 ESTROV 12'-s " o1' ® 12'-118' ov 0 2"CW 11 �0 � cnM B 113 11r� 11'-118'BOP F7 CoM M Ell LO 1 ' "ROP 12'-118'BOP Project Key: C O& tys 0 2" V P 13' 4'RO 13nB m _ 4 1"FIW O m cn o ' (V -LJ�R =.STROOM TOIL B116 �I'15 12 04- 2z'�w EXTENDED 29'-4" B-1 LEARNING ONI.. 3 '- 10"11oi' 13-1"ROP 11'- "1101' 12'-g ROP 4"C\ E 1 1012�"C 211-cw , S MA L L C U ST 1 43 'Cw ER107 Project Owner STORA � B118 4' HW 12'-4"NO" 1"HW B117 1 4'eoP 14„H�' RHWr\12-312 13'-04rrBOP 12'-34rrBOP 4"CW 12'-24'R��P 13'-5"ROP 3"CW Project Name: Twality MS H Date _J 02/06/2020 Rro SUB ELEC . / Revisions to Sheet: B120 12'_74rrB0P Revision Author Date 0 SCIENCE GENERAL GENERAL JL \12'-74"BOP CLASSROOM CLASSROOM CLASSROOM 34'-6" B111 B110 B109 IDF B 121 12'-�4"ROP H e 12'-743"1101' 12'-71 121_7 12'-7q'BOP CD Label: 12'-7q'Rov TwRN 12'-74"BOP 12'-�a'R°P 11'-8"ROr LEVEL 01 SECTOR B 1 Cw - 4"�`" 2"cw PLUMBING SEISMIC Tit' DRAWINGS 3"ll 7pp 4„HW C)T> DSD D ---- --- - - 1 ® 12'-7q'B0r Loltr v o �..CWCD Page: A ° � _ J 1'2 . 11 -� C C HW/CW HW/CW -- HW/CW WH-1 Project Number: ®- 0 2' 41 8' 19-03-011 3"cw SCALE 1 /4" = 1 '-0" Architect Logo: 8 MASON INDUSTRIES, Inc. MenufacnZe of ubun[bn C w a7 Pnnducts NY MaI/rip PtlOma:Po Bex 8f8,Sm/H,mwn,NY 11787 Hao Ruelor/4Do. 2101IN C M rdA��aiWD SEISMIC BRACING SUMMARY FOR SUSPENDED PIPING 633'=6__282 7'4/535-2727 FA miNsio & 40279 PAX 7141535-5736 7 �1,_T_ com PROJECT:TWALITY MS Reference Design Code:ASCE 7 CUSTOMER:MASON OREGON MAX.SEISMIC V'FORCE= 0.23 (ASD) MASON EO6:34017 Ate=2.5 Rp=6.0Ind p=0.4-AP-Sds'Ip-(I-2'Llh)Mp'0.7 DATE:4/&2020 Ip=1.50 z=1 p shall not be greater than 1 6'Sds'Ip'0.7 DWN:WL CHKD: GR Sds=0.86 h=2 less Nan 0.3'Sds'lp'0.7 ---- DWG.NO:P2.14 STRUCTURE: YAW Max.Utility Mason Tributary Seismic Component Seismic Bmctng Maximum Breva Minimum Seismic Reaction Loads to Structure Total Tension ID 4 Pipe Size Weight Seismic $eialnC Lag Bolt(A307) Details Beim Angle Connection Hanger Load on Support (lbs40 B(atingKit Distance(8) Upper Bracket Lower Bracket SLDB CCB (Ref.PS-1) Ratio (RefPIS-1) Support Size Tension(lbs) Shear(lbs) Rod Obs) Engineer Logo: 1 25' 9.1 S72T 30 SSBS-12 SHB-1/2 Na Na 12'X4• C7/C8 1:1 H13Mi3c 12 63 63 162 2 2.5' 9.1 S72T 30 SSBS-12 SH&12 We Na 12'X4• C7/C6 1:1 111301 12 63 63 162 3 2,W 9.1 Si2r 30 SSSS-12 SWIM Na Na 127X4` C7/08 1:1 H73MI3c 12 63 63 162 4 2.5' 9.1 S12T 30 SSSS-12 SHB-IQ Na We 17XC C7/CB 1:1 H136113c 12 63 63 162 5 2.5' 9.1 S12T 30 SSBS-12 SHB-12 Na Na 12'X4• Grai 1:1 H1311473c 12 1 63 63 162 8 2.5• 9.1 $12T 30 SSSS-12 SHB-/2 Na Na 12'X4' C7/08 Lt H13M13c 12 63 63 162 7 2.5' 9.1 SIZT 30 SSBS-12 SHB-12 Na Na 12•X4' C7/CB 1:1 HI3MI3c 12 63 63 162 8 2S 9.1 SIZr 30 SSBS-12 SH&12 Na Na IrZX4' C7/C8 1:1 H73M13c 12 63 63 162 9 2.6' 9.1 S12T 30 SSB&12 SHB-12 Na n1a 12'X4' C7/C8 1:1 1,113M13g 12 63 63 162 to 2.5' 9.1 S12T 30 SSBS-12 SHB42 Na Na 117X4' C7/C8 1:1 H1311113c 12 63 63 162 11 2s, 9.1 S12T 30 SSa&12 SHB-12 this Na 1?XC C7/C8 1:1 H13M13c 12 63 63 162 12 2S 9.1 S12r 30 SSBS-12 SHB-12 one Na 1?X4" C7/C8 1:1 1-113M13o 12 63 63 162 13 2.5' 9.1 812T 30 SSBS-12 SH&I2 Na na VCXC C7/C8 1'1 H13M73c 12 63 63 162 14 2s 9.1 1 S12A 30 SSBS-12 SHB-12 I me nla IWX4• I c7Ae6ce 1 1:1 1413114130 1 12 63 53 1 162 Notes: 1.This drawing has been modified from its original version by Mason Industries to include seismic bracing locations,bracing components,seismic and gravity loading information for the suspended piping system shown. The Professional Engineers'seals appear on this document assume responsibility for the validity of only the seismic bracing elements, point load data and not for any Architectural,Civil,Mechanical,Electrical or any other engineering or design aspect of the work. 2.Construction shall not begin until all approvals are in place,including approval of this submittal by owner's agents,consultants,and/or by building permit plan check. Mason HTM Logo. Industries,Inc.will not assume any responsibility for construction done prior to the aforementioned approvals. / , ** / 0 FR O -- SYMBOL LEGEND- I II SYMBOL LEGEND-CABLE -[-� I I �-7 - • � r M SOLID BRACING II/� II ITrll LA.1 BRACING ✓L/\, Iii IQ[�/11 C '_1■ PROFF�iO NbTr„xH.Wema, rouTomremo•oH.mareem 28465 SW Boberg OR 97070 �4 Wilsonville, Tr......ew�re a.a�eeemr roc ar,m�r �, OREGON c1..le Herwe. n Her, c1evH Trapeze Hanger_ G }� i, ap¢e 9erx `-��" DH �L TrenavYse BraCaM 1.oTrai-,lar,- 1'."-lH11r111 ,pT11; n11&a¢la rime Hxn9cs Trapex Harpes E)(PIRES: tl S 40 0 'A �Ia.1a Hans.n Taws H.Ive,r `/J _J43 'B0P O N 3"CW 3"CW F S C) N 9'-lOZ"BOP nsOP 8f-6' (� O --- --- - C 2rING 3 O ---- s 7 (D (D� � S rr^ 0 a O /7 M ¢ O a10 B 6 R H � l rn is;T E 2 „2rrC co M 2rLo 9'-it'fi(v! �_ CSO U Lo i 91-1�I'R0P Project Key: 4 i 1. ❑ 221 'NG Make Up Water AA 1' Cw I ' i DRAMA 1 r'cw g HOP ,z STORAGE /i 2"'NG E1141 / 31f Project Owner: GEN . > � -94 noP �Ul� BUILDING 911Cb STORAGE g-� ' \1 �zr.� -- ,� E100 3 TOILET 9'-o"B` 9 ,fBOP 9'-104 " 4 D , 1_ I"BOP � 14..CW _ Project Name: I it Twality MS HALL 91-1"BOP W Date: E 101 1-111IRop - _ 02/06/2020 _ I � 9'-1"B0P 1r. U g'-g4'B0P 101 P 105 i' Revisions to Sheet: CD i V2 101-1 °B Revision Author Date DO Li X.� rICW TIM 14 HB-� 3"RHW 2zrrNG 3.r� 10'-O"BOP I t1I v, I i 9'-10q"BOP � �;� L . 201 ° ° �G ay El \ 1 - --- � � 11r " CD Label: iL- HALL LEVEL 01 SECTOR E PE PLUMBING SEISMIC [14GE , 08 DRAWINGS V tt � O P �p � "BOP 91-10411130P CD Page: W - z z_T ��_ e ®gym - - --- P114 um 5 / E 1(.')R 1I Project Number: 4 I PE I 2' 4' 8' 16005 ------ - STORAGE - SCALE 1 /4„ _ _o„ Architect Logo: 2 3 4 5 6 7 8 9 31'-3° 15 14'-6" 7'-3' 18' 10'-6' 37'-9" 117' FMI '-9 . Hwy"-} HW-"4" dwntotstflr '_7 " HW '1�• 2'-7" dwnW1Stflr dwnto1stflr �. dwnto lst 11'-1' 3 Ill-101 -1 2'— 4 10'-6' Engineer Logo: 3 Cwt' 10 A3 -3 Cwt 1'-68' 3'VTR HW 1 CW 1• CW-1 " $' 13'61' SW e 3'-24 -78' CW-1• HIIII _28. HW-1 ' 9'-58" '-58' 3"v 9,_58, CW3�• 12'-08" HW-1}' CW-1? 10'-94' z•v HW-•4e• 44'—I 1 —1' WR-t � HW-"-� HTM Logo: dwnb1st flr 2"V 3'V dwnto1st fir 2"V Hifil 2"v CW-? H Y CD R O CW-314• l'-24' 2 V .� z ♦ TEMP 3a'-6' 1'-98' 28465 SW Boberg Wilsonville, OR 97070 7' HW1I' i'-4�' -58. 4• 14'HW w-3/4' oda 13V14 dwntolstflr ," 3 -10 3 HW-"-' 1/ 1-91" 7'-11" - HW-1' 3 -5 • R- dwnto1stflr 2 8l 2'-7' -58" 418• '-11 sills1 .aVte+ Hw-r ircuit setter ircuit setter 5'-04° O L j• 3 -68• 3 -2 • /rg2ff HwR '-10$" CW-1 J. Hw-1 cw-1} 7'-118' U) CW-34" cwt" 32'J L L 2 CYV ' _ CII 2"V dwnto1st fir O 2'-108' ,-61• Hw 1 Cw� 4 O Xx HW-1? 10'-98- Hw • CW IM . . dwntD stflr 1 . 3 3 -18• X dwmtolstflr dwnto1st fir HW-1 2'-68' U X 3'-2 X �" HWR-31a" 2'-1" ';-i ■— LL 10'-58' 12'-34' x X X 7'-7$" i -14� X xx 3'-88' HB 1 1'-10' 6 -31_58• 1,_2$" 6 x X X X � X X x r-5 -48°— X X . . 59 X LL- 2"V .L Z.V, 1 -57" 32' li$ Project Key: 10 � . 4'-24" 2"V CW-3/4" 2"VTR 0 1'-10 " 2'-44 O ' o 4 v HW-314' 3'-1' 4avv F— MW-201 8• 6•Radon up Hw_31a" C 4 -7 Cw W-2• 8'-82• - u - -- . 2'-35 RH-1 768" 1 08, 2 1 �• HW-314' 7 41-14 flll� 02 I H11-1 Hyy_1 • 3'-94' HW-1 Project Owner: HW 3/4" DN to 1st XXXXXXX Flr OMASON INDUSTRIES, Inc. 34'-6' 4"VTx n4onuyaarr'.ers oy weravon conrrd nioducrs "950 Retire Drive PoB2101rW Crescent Avejutted O SEISMIC BRACING SUMMARY FOR SUSPENDED PIPING Haoppaug NV 11768 Anti mr,CA 92tiaI 631/348-9282 714/5352727 FAX 531/346-0279 FAX 714/535-57M Intoomesan-Irb_Dome Info(tDMasonAnaheim Dom PROJECT'.TWALITV MS Reference Design Cole:ASCE 7 Project Name: CUSTOMER:MASON OREGON MAX.SEISMIC'g'FORCE= 0.48 (ASU) yyy��y��y MASON ED9:34017 Ap=25 Rp=30 [-'o4'Ap'Sits'Ipyt+2•,,hpRp'9.7 AAA/W\ADATE:4/82020 Ip=1.00 z=2 all notcegreater Man 16'Sds'lp'0.7 DNM:WL CHKD'. GR Sits=0% h=2 less than 0 3'Sds'lp'0.7 t DWG.NO.: P2.20 STRUCTURE. Wood Project Adress: 14'-111• Max Utility Ma on "wry Seismic Component Seismic Bracing Maximum Brace Minimum Seismic Reaction Loads to Structure Total Tension yyy�"yyy CW-3�4" 4 109 Pipe Size Weight Sei-z S"s" LagSolt(A307) Details Brace Angle Connection Hanger Load on Support AAA/�A/�A (Ibs/fl) Bracing Kit Braced (Ref.P$-1) Ratio Devols Support Sue Rod(@s) 11111/-1 t" Distance(ft) Upper Bracket Lower Bracket SLDB CCB (Ref.PS-1) Tension(Ibs) Shear(Ibs) II _ 1 4" 13.1 S12T 20 SSBS-12 SHB-5/6 Na rda 11CX 4" C7/C8 1:1 H130113e 5/6 121 121 264 2 4' 13.1 5127 20 SSBS-12 SHB-5/8 n/a n/a 12"X4" C7/C8 1:1 H1311-173c 5/8 121 121 264 3 4" 13.1 S12A 20 SSSS-12 SHB-SIB n/a n/a 12"X4" C7/C8 1:1 H13M73c 5/B 121 121 264 Notes: Revisions to Sheet: 9'-107, 1 This drawing has been modified from its original version by Mason Industries to include seismic bracing locations,bracing components,seismic and gravity loading information for the suspended piping system shown. The Professional Engineers'seals appear on this document assume responsibility for the validity of only the seismic bracing elements, Revision Author Date point load data and not for any Architectural,Civil,Mechanical,Electrical or any other engineering or design aspect of the work. D 2.Construction shall not begin until all approvals are in place,including approval of this submittal by owner's agents,consultants,and/or by building permit plan check. Mason Industries,Inc.will not assume any responsibility for Construction done prior to the aforementioned approvals. ' SYMBD G- I SYMBOL LEGEND-CABLE 4'-6 I I - 000 SOLID BRACING II/� Ir-r T Lam, BRACING I✓� Iii I �[/\I) ,FI•1• MIwren,nna area roai.o„ m"ori eraae m. C��4``(`�' Of �o �I irapsse Hangm T—rax-¢ IIIonggers 1 1 R OREGON ori cl—I,a,araww r,."..�aa aaumr r.TratxzeaaIaaein cu."a n ma Tr.i�me aeng.a ci..r"'"v"• nage:"rvam.s �qR 27 1$� nor"a.aa.ea"am L"ngwea,.ieae«m, T—a.mn Ongwm-m Be.fo, E](PIRES: ts/+ cl //ergs Triton,wngms uTM Melem tripe[¢H.ngM CD Label: LEVEL 02 SECTOR A PLUMBING LAYOUT Date: CW-1" / a 03-25-2020 CW-2r g D OttD w�, p � CD Page: 67'I 2° 2 ; ® m PIN 6'-118" Y Y Y �/JVI �VnY g 74" - 2' 0 2'-8" 5'-4" 10'-g' Project Number:10CW-111 -01 -002 1'-7�- 18 74' / � V/ VC' k �j� • SCALE 3/16" = 1 '-0" Architect Logo: MASON INDUSTRIES, Inc. Airs...'Mutu,.ris of 0&.1i Control Products y NY"i aatlRS3:PO am Na,sTRllr ,NY 11747 35o RMtorm i 2101 IN Creacerrtw.ra-,Sade D SEISMIC BRACING SUMMARY FOR SUSPENDED PIPING HeuPPa�uggee NY 11]88 Anebean CA92401 831134✓1•D282 714/5b&2727 FAX 631/348-02]9 FAX 714/5355738 Q::3 4 5 6 7 8 9 PROJECT:TWALIInfo@Mason-I W wm nfo�h esonAnal eim.com TY MS Reference Design Code:ASCE 7 CUSTOMER:MASON OREGON MAX.SEISMIC'g'FORCE= 0.46 (Aso) Engineer Logo: 14'-61 �T-3 B' 0'-6 3T-9 4T - MASON EON:34017 Ap=2.5 Rp=3.0 F p--0 4' Ap•Sds9p•(1.2•Lh)42p'0.7 DATE:4MM20 IP=1.00 z=2 Fp shall not be greater than 1.6'sds9p'0.7 K A - DNMWL CHKD' GR Sds=0.66 h=2 aless than 0.Wadi - -- DWG.NO.: P2.21 STRUCTURE: Wand Mex.Utility Mason Tributary Seismic Component Seismic Braang Maximum BMW Minimum Seismic Reaction Load.to Structure Total Tension _ Seismic Connection IDN Pipe Size Weight Seismic Bracer,d Lag soft(A307) Details BraArgle Details Hanger Lava on Support (Ibslft) Bracing Kit DistanceO ft Upper (Ref PS-1) Ratio Support Size Rod(I(IiBraticef Lower Bracket SLDB CCB (Ref PS-1) Tension(Ns) Shear(lbs) C; inn r •,'•L 1 4" 13.1 S12T 20 SSBS-12 SHSS/8 Na nra lir XP C7/C8 1:1 Hl3hi13c 518 121 121 264 2 4• 13.1 Sl 2T 20 SSBS-12 SHB-508 i rite 12'X4" C7/C8 1:1 H11M13c s/8 121 121 264 `s Y/„ R s ir; 2_ 3 4- 13.1 S12T 20 SSBS-12 SHB-5/8 rlra rda 12"X P 1 1:1 H131i 5M 121 121 264 -'- 4 4" 13.1 S12T 20 SSSS-12 SHB-98 rl/a Iva 1/2"X4• C7/C8 1:1 H13ili 5/8 121 121 264 CW-P f' 5 4• 13.1 S12T 20 SSSS 12 Si i rite 12"X4" C7/C8 19 H13M13c 5/8 121 121 264 HW _ 6 4' 13.1 5127jjj20 SSBS72 Si i 1 12'X 4" C7/C8 1:1 H13M13c 5/8 121 121 26 CW-2° 7_ 4" 13.1 S72T 20 SSBS72 SHB-5/8 Ma rile 12"X 4" C7/CB 1:1 H13M73c 5/8 121 121 264 8 4" 13.1 1 812T 20 SSBS-12 I SH13 5/8 We Na 12"X 4" C7/CB 1 1:1 1 H13M13c 1 5l9 1 121 1 121 264 Notes: 2"VTR - i.This drawing has been modified from its original version by Mason Industries to include seismic bracing locations,bracing components,seismic and gravity loading information for the suspended piping system shown. The Professional Engineers'seals appear on this document assume responsibility for the validity of only the seismic bracing elements, HTM Logo: point load data and not for any Architectural.Civil,Mechanical.Electrical or any other engineering or design aspect of the work , 7 -IB ' C -1" H Y 0 71�• W 2.Construction shall not begin until all approvals are in place,inducing approval of this submittal by owner's agents,consultants,and/or by building permit plan check. Mason Industries,Inc.will not assume any responsibility for construction done prior to the aforementioned approvals- • T E= M P SYMBOL LEGEND- SYMBOL LEGEND-CABLE -n I I 17",\7- SOLID BRACING BRACING I✓/\�Y__L_LL I ,/\[\/II cwr L L� ��p PROF 28465 SW Boberg away uiy�� N�I•rd��(`� fy� Wilsonville, OR 97070 �„ccs."wv � � 'r 2 rr.,�.rwre«. 5Y/ G82 - OREGON at-C'.ii. eren ro� rnni, prewkr Tnrareneanmfa ci°.,c n.rews rno.a K°nea° ci°..wre... rrin°nq.R R.Z7 � r)d4 ® -�--+ raawue.roa, cepw4"°iax.n r a..a axes �.re^va�n.ieam ro< FJ(P1RE$' '1Q ' ` cies m.e.. T1n;a.� m=. rT.I.n.1- 0 v U) O Cl) O _ X U Ci X X `♦V ` ' C:) `jxx X ... Wall moved ed� BOB.1 2 1-1 'xX 5 X ASI W 1" I'-4 ' LLA W-3/4” X X X LLM O XX >0x -3l4 ` / 2•V i 5, 7, K 2.V FRV-3!4" X 6 5 ' X 7L X X w- • X f — LL 3"VTR Project Key: CW-P HVI-3/4" 34_6 4'VTR 3,_101A. -55, 3 81' R4 V 6 Hi 33 TV r a CWg V ' .' 5 J'-HW ___. � 4 `� . . __ , _. . .. 3 I , .... 6 '-04' 1 � 3'-1 ' 3lProject Owner F ,_4 � 1 ,_7 ' i�' 8 2 7 XXXXXXX � 1 F1Wr-I CW- 1,_47. 2'-28-17_7z CW4" 1'-103' l kV } CW Hg 43 '21-1 1 1-96. 2 V '_222 V [3" CW-2' '_3 3"-VT -1} 03. 4" my.3/4" HR HWR'} HW-1" L4,_ EFzW_1; HWz-v 0 Project Name CW XXXX)OCX 1'_13 .ci cw 2^ CW-i}• HW+ Project Adress: 2'_01 4 7, 2'_61. 3-7 V XXXXXXX X-2 1 3 7 I 4 P 8 3'-lli '_13. 1_.-11., 4,_0 , 3•V qq l: •VTR 12'-4�q -98 Revisions to Sheet: Revision Author Date I l'.1" 34 Ki HWiHWi' 3•V HyiHW.}• 2'V cW-• cwt CWS' 10'-2 ' _— _— -- — -- 9'-9a' 0 8'-10 ' 7 10'_7' SP-86 r-5 ,-33 '-11a' 4'_116 110'_1' 18 66, 4'-51 91 61 T-54 71 �. --i'-4j- F - -4j, 6 T- -3�' '_5' 5'-06' 0'-6' -T-3j- CD Label: LEVEL 02 SECTOR B PLUMBING LAYOUT � C�� $D�© W� Dp1pe date: a 03-25-2020 Y /� I �✓ � V� ��V I v ®+ CD Page: P211 s Project Number: VLri L V. 0 2'-8" 5'-4" 10'-8' 18-01 -002 SCALE 3/16" = 1 '-0" Architect Logo: MASON INDUSTRIES, Inc.Manu/acfuo7V6roeon Control Prodi ft A11% NY MLanPOW,vai:/O BevelW5 exceed Ave elle iso Habra oNve 2191 w.creacam AYe sr.1eD SEISMIC BRACING SUMMARY FOR SUSPENDED PIPING Hauppeuggoo NY 11788 Anarelm,CA 92601 63L34g-0282 714/5352727 FAX 631/348-0279 FAX 714/535-5738 INolitiMason-Ind zom com PROJECT.T WALIT(MS Relerence Design Code:ASCE 7 CUSTOMER:MASONOREGON MAX.SEISMIC'g'FORCE= 0.35 (ASD) MASONEOa:34017 Ap=2.5 Rp=60 Fp=l)4'Ap'Sds'lvrl-2-vhXRp'07 DATE:4/82020 Ip=1.50 z=2 Fp shall not be greater than 164Sds'Ip'07 OWN:WL CHKC,'. GR Sale+066 h=2 and less than 03'Sdelp-07 DWG,NO.:P2.23,P2.24 STRUCTURE'. Wood dbutary Engineer Logo: maxUtilityMason Seismic Component Seismic Details Maximum Brace etal. do Minimum Seism¢Reaaion Loads to Sbudure Total Tension Seismic IDa Pipe Size Weight Seismic Kit BraceC Lag Boll(A307) Dr PS- Brace Angle Decals Hanger Support Load on Support (®�) � Dists.(In Upper Breast lower BraGtl SLOB CCB (ftef.4'6-1) Ratio (Re1.PS1) Size Tension fft) Shear(lbs) Rod(lbs) 1 125" 3.8 S12T 20 SSBS-12 811 18 we Na 1! xr C71C8 1:1 111 M113,; 318 26 26 60 2 125" 3.8 S12A 20 SSSS-12 Sli -= Na Na 12"X4" C71088 C9 1:1 H1 W13C 26 26 W 3 1.25" 3.8 5127 20 SSB&12 SHB-M Na Na 12"X4" C7/C8 1:1 H13M13c 318 26 26 68 4 1.25" 3.8 S12T 20 SSB&12 SH&M Na Na 12"X4' C7/C8 1:1 H13Mi3c 318 26 26 68 5 1.25" 3.8 si:T 20 SSBS-12 SHB 3M Ne Na 12"X 4" C71CB to H13M13c M 26 26 68 6 1.25" 38 S12T 20 SSSS-12 SHB-M Na Na 12'X4" C7rB 1:1 1,1311113c 318 26 28 68 7 Trapeze 9 TS12A 25 SSBS-12 SHB-313 Na Na 12'X4" FT t:t H13Mi3c 3/8 78 78 131 8 Trapeze 9 TS12T 25 SSB&12 SHB-M Na Ne 12"X4" F8 1:1 H13IH13c 918 78 78 131 9 Trapeze 9 TS1ZT 25 SSBS-12 SH&318 Na Na 12"X4" F8 1:1 H13M13c 318 78 78 131 10 25" 9.1 SIZT 25 SSB&12 SH&12 Na we 12'X4' C7/C9 1:1 H1311113c 12 79 79 178 it 2.F 9.1 S12T 25 SSB&12 $H&12 M Ne 12"X4" Or" 1:1 H13M13c 12 79 79 178 12 2.5" 91 S12T 25 Ssi SH&12 Na Na 1?Xr" C7/C8 11 1113M13e 12 79 79 178 13 2.5" 9.1 sin 25 SSBS-12 SHB-12 Ne Na 1!I%4" C7A)e 1:1 141311413c 12 79 79 178 14 2.5" 91 51ZT 25 SSB&12 SH5.12 rda Na 10X4' C71C8 1:1 H13IH13c 12 79 79 178 15 C 18.3 S12T 20 SSB&12 SHB-518 Na Na 12'X4' C71C8 1:1 14134113c 518 126 126 326 16 r 183 S1ZT 20 SSB&12 SHS-W Na Na 12'X4" C71C8 1:1 141301,113c 516 126 126 326 17 ZS ITT S12T 20 SSB&12 SH&12 Ns Na 12"X4' C7,C8 1:1 H13M13c 12 63 83 162 18 2S 9.1 S12T 20 SSBS-12 SH&12 Na Na 12"%4^ C7/C8 1:1 H13M13c 12 83 63 182 HTM Logo: 19 25" 1:t 3%ST 20 SSB&12 SH&12 Na Ne 12"X4' C7/C6 1:1 H136113c 12 63 83 H Y 0 R O 20 Trapez28 e 28 TS12T 20 SSSS-12 SH&12 Na N 4" FB a 12"XH13IH13c 12 IN 359 21 Trapeze 28 TS12A 20 SSB&12 SH&12 Na Na 10X4" F7 11 H13M13c 12 193 193 359 22 Trapeze 28 TS12T 20 SSB&12 SH&12 Na Na 12'%4" F8 1:1 H13M1312 193 183 • T E M P 23 Trapeze 28 T512T 20 SS8&12 SHB-1122"% Na we 11" FB 1:1 H13M13C 93 12 1 193 35 359 24 25" el S12T 20 SSB&12 SH8.12 Na his 12"X4' CDCB 1:1 H1SM13c 12 63 63 162 25 _ Trapeze 28 T_512T 20 SSSS-12 SHB-12 Na Na _ 12"%4" FB 1:1 H13M13c 12 193 193 359 p,1c L,,, 28 Trapeze 28 T512A 20 SSBS-12 SH&12 Na Na 12"%4" F7 1:1 H13M13c 12 193 193 359 2W5 SW Bobs N1rte9: Wilsonville, OR 97070 1.This drawing has been modified from its original version by Mason Industries to include seismic bracing locations,bracing Components,seismic and gravity loading information for the suspended piping system shown. The Professional Engineersseals appear on this document assume responsibility for the validity of only the seismic bracing elements. O� Q point load Cala and not for any Architectural,Civil,Mechanical,Electncal or any other engineering or design aspect of the work.2.Construction shall not begin until all approvals are in place,including approval of this submittal by owners agents,consultants,and/or by building permit plan check. Mason 4'-6 37,_9 �T 3 4 5 6 V Industries,Inc.will not assume any responsibility for construction done prior to the aforementioned approvals.T_3 i6' 0'-6' _.- . ... _. -.. . _. -._ 11_3. __. SYMBOLLEGEND- I A SYMBOLBLEGEND-CABE CNG ✓$OLDBRACING G�F1 Auov.WwlBxb � PYPrecbntl&xalm �� [I� -\ O - Trypm i,yev Nenprs A ��82 Q C OREGON O }, NIAs-bW ova lv T,m evh C//raj el,w HVP. T14m N/T, yy -.1qQ _ cWSXvpv. T1i.m 6vp. w4'+ 1'.aaeve EXMRES: 20 74'-6 C. a- lvelxxesi T1w.wa,&re la CMY rmap•r,v9mb 39'-7 8_y O SD4" 5'_0J• ZZ 4 O 7 _8] SO-C '-47' 2'-06 6' SDE' '-11 ' 3,_03. X oe 8 X r ( ) X 34'-10k 11 j 12'-8 SD-4• O V-4 2 V $ 2'_0 CW 1_63' T-52' ccX X T cwtr-5 6 X X X 11'_2. i 1'F ,_6 ,- r> -t --.=�-- V 0 � X X ry Hw}• 33 3 � � X so 8 2'-68 2 8 3 3"V R k1W+j" cW „-. rcw _ _HW'}' 3-7 .. X I j d laetler T-2 � 6-2 3•_1 ' 2'-0J' -04 3 - HVJR - � _4$ cw 1' CW 1 CW 78 X IN RH-1 3 X Jt M ' 3-13 ' 108 3 ' J P-2 X X ��. 77L-5 '- HW 48 V ,_25.1 �� S � HW-1}' -1' 8� 2,_041 3'-96 `./ _ 8' LL- 2' '_ll�' 8 CW-r 13' 2 76,_0$. X 4' 1 1 1 ' �7, 6 C CY77 36'-56' 0'-1 ry Project Key: ,_53, 13•VTR CWi1'5 8 ( 2 2'GV 4'-3 I I �, 3 7'_0�' L-8 C 3'V__-__ HW-1}• 10'-6'1' 4 7 33 S• a 1 CW p-3"VTR 0of L VIR 5'-18,,, _ _3 o �) 1 NG t^ 8 2 I,� 6._35' g CW2, 'I Cy,7-2. -4 �^?1 $ NG1 ,_3. r -9'. 5,-4 8 X51_10.8'-11 HW-1}• cwR 7� � Csix A I � 1,_31, MyR,}• 211 5 l' 61_ 7 FiW-1} d�. M 1 � 30� 7� 9J• j 117 2 All 3 7 ' 25 2'-1�• ,-570, fill[ ; 8 •_658 ■ -- i ___.. -. 3 28 FN s� 20'-66' 6 ry 23 HWR-t i NG-* _3� 28 Project ,_3a O 111-3' g � 3'VTR CW-�. a _2 GV 0'-4' 19 Yr 4 re -._ _ . . . 2'-4 3'-91, ° S i::-t'VP'I' el 35� 2'_a 3,_15, 6 4. 6 5IJ 8 CW-3/a• 0_7 ' CW-rte 18 20 S�4' 21 ib" 2Z 1- o�' 31_4 3_21' -1}• '-9� rV 7. _17, -11 R 2'-�0• 8 7'-7J•� 1'-5� a cwt} _1 • _1 _0 1 So 6' 0'-5' I Project Name: SO4" p I 7 -3 Il r- I 21'-3 ' SD 4. W-B ' �J� X 12 ry 3" '_51. 1'-7J' MW-1114' NGi}' 17 4P, e� -0. role ress: li Pill HW-t 4' 4'-71- 3� •• 3-0XXX�� WH-1 N V-2j•a cli -2' NCr-2}• I 14 11 13 1 - V-4' -I aa X6,_63• 631 18 3,_13, 8 �oe 8 1 -6o6' 15 4 Revisions to Sheet: -10 rid � 1 r ��. Revision Author Date �, t2• rvl NG.2}. L.3 10 D CD Label: LEVEL 02 SECTOR D & E PLUMBING LAYOUT P> OP - 1 > M±0 ti Dp1pe Date: a 03-25-2020 W/� V1•S V, LatbO V / 3;gym cDP2 .23 P2 .24 S V • Project Number. 0 4' 8' 16' 18-01 -002 SCALE 1 /8" = 1 '-0" SSBS-SEISMIC SOLID BRACESSBS-SEISMIC SOLID BRACE (SIZE PER PLAN) SUPPORT STRUCTURE (SIZE PER PLAN) SUPPORT STRUCTURE 0JFFEER o Oplp wr ENING STRUT AS1 ROD STIFFENING STRUT (IF REO'D) ANCHORAGE ANCHORAGE ALL-DIRECTIONAL SEISMIC SOLID BRACE GUIDELINES PER PLANo PER PLAN o ALLOWABLE BRACE ANGLE VARIATIONS IN PLAN MIC ROD CLAMP UCC-SEISMICRODCLAMP FOR DETAIL PAGES F7, F16, F25 AND F31 (IF RED'D) IFFENER UPPER DUCT STIFFENER SEE NOTE 2 0a STRUT e o1 5/8"z 12 a STRUT o 9 sy- 1 518"x 12ge STRUT 1 518'x 12ga STRUT wz TRAPEZE SUPPORT SHB-SEISMIC HOOK BRACE SHB-SEISMIC HOOK BRACE SSBS-SEISMIC SOLID BRACE SSBS-SEISMIC SOLID BRACE (SIZE PER PLAN) (SIZE PER PLAN) No. Revision Issue Date PIPE, DUCTWORK, TRAPEZE SUPPORT MEMBER w INx TRAPEZE SUPPORT MEMBER CABLEAY OR CONDUIT TRANSVERSE BRACE #10 SELF TAPPING N10 SELF TAPPING LONGITUDINAL BRACE SHEET METAL SCREWS SHEET METAL SCREWS 12"MAX.O.C.(TOP 8 BOTTOM) ELEVATION VIEW @ IT MA%.O.C.(TOP 8 BOTTOM) ELEVATION VIEW pp u-sx wr IMI! 15-rvx 1S•w ��' aCaIN '`�1f'/O 82 OREC30N ALTERNATE BRACE DIRECTIONS .27 �� DHAP NL�L FTO APP�RIAIL PAUL F7, F16, F25 AND F31 EXPIRES: �f) FOR MORE SPECIFIC INFORMATION ON CABLE BRACES, TRAPEZE SUPPORTS, =je T PLAN VIEW PLAN VIEW NATE 11 ANY OR ALL BRACE LOCATIONS ARE PERMITTED TO USE THE ANGLE VARIATION TO MEET FIELD CONDITIONS. C�G ALL-DIRECTIONAL SEISMIC SOLID BRACE FOR TRANSVERSE SEISMIC SOLID BRACE FOR NATE a MASON TYPE SSSS CGMPDNENTS MAY BE STACKED AT THE HANGER ROD LOCATION AS SYMBOL ON PLAN r I V RECTANGULAR/OVAL DUCTWORK SYMBOL ON PIAN F1 RECTANGULAR/OVAL DUCTWORK DETAILED. MASON PMAN�7YP�1SSB F� AND ONF31S CANNOT BE STACKED AND MUST BE INSTALLED AS liMASON INDUSTRIES, INC Manufacturers of Noise and Vibration Control Products SHB - SEISMIC HOOK BRACE SEISMIC BRACKET ATTACHMENT TO SEISMIC BRACKET ATTACHMENT TO and Seismic Restraint Systems WOOD JOISTS WOOD JOISTS 350 RABRO DRIVE 17/32114mm] ® GLUED SURFACE HAUPPAUGE. NY 11788 <9> Finish: Hole Die. 111/16 -Sft�Ave ffieem Not must have stamped teeth Efil All parts are Zinc 143<Nn] to achieve Nese values.Rating are based on Eledroplated. attachment to steel.Ratings may change ngas depending 11118• on a8achmenf rneVlods to amc7ete.Testing was APRROVED 148mm] done by FACTORYMUTUAL(FMAWhov ls) FAX (631) 348-D279 0 (3)PE SIDES AGGER 10E(3' SIDES ANAILSGGER CENT " LAG SCREWS 2101 W. CRESCENT AVE. STE. D terbomd Notd (3)PER SIDE,STAGGERED (8)PER SIDE,STAGGERED CENTERED ON THE ANAHEIM, CA 92801 oR ? N " \ 211 X'/1 L UNDERSIDE OF TOP CHORD PHONE (714) 535-2727 NOTE: t,lobe usedasaverani hangar far o ' 2" y" 6r FAX (714) 535-5738 equipment,duchwrk or piping (JOIST (JOIST O RD To be u ad as a seismk restraint only. ® 148'LONG MAX.LENGTH dxfi BLOCKING 4.10 BLOCKING WITH NOTCHES 48" MAX. SPAN AGAINST WEBS AND UNDER UPPER FLANGES CUT TO FIT AROUND JOIST FLANGES O (MAXIMUM 19•GAP) �y 'NOTE:For loads up to 1500 lbs one Scut �O �•V nut is required,above 1500lbs two Stan Nuts are required. - SEISMIC BRACKET SCB/SSaS BRACKET -G\ $ W/THRU BOLT(PER PLAN) W/LAG BOLT(PER PLAN) W A (SE BLOCKING BRACING PERPENDICULAR TO JOISTS BRACING PERPENDICULAR TO JOISTS (SEE ABOVE) Installation may 12'(13mm)Dia.Bolts 1 Sbta elawn, include Masan SFB m 2 Required per SHB may be Sleet \� (By Olhem) Torque Boer to 50846s Angie drilled \ fm Mir).Sea nolabelae, (smut Longitudinal Bracing a 4 o / SSBS/SCB BRAC T ® e my,arre Bolt / N min \ ® / (JOIST EL requwad at O Longitudinal Bracing REF. X4 Max.Capedty ALLOWABLE HORIZONTAL SEISMIC LOADS J ® / MIN.tY LONG sGerssBS BRACKET DETAIL A O ® P / I40 2x6 W/LAG BOLT(PER PLAN) ® Strut Attachment ® � BRACE ANGLE TO VERTICAL(B) SUPPER HALF OF BLOCK NufwMStampw ® 30° 45° 60° Z Teeth(By REFERENCE TJLX INSTALLATION MANUAL Q Tnnavenx aM �- 390155 6001bs BOO Iba Longitudinal Bracing ® P M\- u] /r1Trenaveme erecirg V LU TYPE SHB DIMENSIONS 8 RATINGS BRACING PARALLEL TO JOISTS ZFIE 11 Bhe (in) Rotl Ota. W A �,-M' 4S-59' NOTE REFER TO SEISMIC LAYOUT PLANS FOR ACTUAL SEISMIC REACTION LOAD TO STRUCTURE. 0-1 �n(in) (mm) (in) (mm) (in) (mm) Rs k,] irglbs kit kgSEISMIC BRACKET / O x// SH&are 318 10 2 51 2 51 1420 6.3 ' 1000 4.5 454 W/THRU BOLT(PER PLAN) mi Z SHB-1Q 1r2 13 2 51 2 5/ 1770 7.6 775 1280 5.7 581 Transverse and Lu SH85% 518 16 219 54 115116 49 1s20 88 690 1100 4.9 4% Longitudinal Bracing SEISMIC BRACKET ATTACHMENT TO A U SHB-N4 311 19 21N 1 57 1118 1 48 1660 1 7.4 1 753 1 1010 1 4.8 471 Transverse Bracing n r n Jy WOOD JOISTS U Q >_BRACING PARALLEL TO JOISTS c f^ L U) � Y la- O TYPE SSBS ANCHORS DIMENSIONS-inches(mm) (jJ Sloe A I ForRod Slzs SSBS-12 1792 (13) 39812 --- (9613) SSes-2g 259z (zo) ve a W4 (164 19) THREADED ROD SSBS-25 1192 (26) 7981 (22A25> TYPE UCC WITH STEEL STRUT ASSEMBLY RATINGS UC INSTALLATION r Z Rod Maximum strut xi Smarter Mamum H Q •A'Hole tae. Compressive UCC L3/8in.STRUT STIFFENER Sae MaxH(431 Force Minimum Sae Len th Spacing UUTYPE 17/37[141 Hole Oabs(kN)SSB(U)8 SSBS ANCHOR RATINGS 21/4•]5 / in(mm) in(mm) in(mm) in(mm) w W Solid Sm.Anchor 3/8 425 15/8 x 1 5/8 x 12 Ga 96 28 m OMe Minimum (Formed Steel) In ` , Z Rabargs Bolts Tonue 11/4' (10) (1.9) (41x41%2.5) (2438) (711) V W Sim tbs(kit) nabs(Nrn) 1275 1 5/8 x 1 5/8 X 12 Gage 96 38 E(See Notes) ll SSSS-12 1250 1/2 (5.6) (41 x at x 2.5) (2438) (965) (5.6) (6B) (13) 1200 1 5/8 x 1 5/8 x 12 Gage 120 38 SSBS-20,25� 50 (5.3) (41x4+x2.5) (3048) (965) (6 mm) VERTICAL ROD STIFFENER USING 12ga STRUT (_ (13.4) (6e) 1/4 in. W SSB(U0 500° 55 1 1/6[4e] 1475 1 5/8 x 1 5/1 x 12 Gage 96 a8 (zz.z) n5) 5/8 (ss) (41 x a1 x 2.5) (2438) (121 s) Max.L1 in. 20D SS64 87M �`r (16) 1325 15/8 x 15/8 x 12 Gage 120 48 (25 mm) (38.9) (271) (5.9) (41 x41 x2.5) (3048) (1219) Min. Maximum Maximum Max. O LL 33/4'[95] { 3/4 2500 ,5/8 x 15/8x,2 Gage 144 57 MAXIMUM SCB or Support Unbraced Braced UCC Strut PROM EDWITATTACHMENTMENU NL F IL/'y (19) (11.7) (41%41X2.5) (3858) (1448) (JCC PROVIDED WITH SSBU ONLY `Y 115/16'[49] E(See (Notes) SPACING SSB(S) Rod Dia. Rod Length Rod Le ngth Spacing Brace SOLID BRAANCHOR Size (In.) (In.) (In.) (in.) Size (in .) (FormedSat SSBS-12,20 8 25 1/2"x 1-1/2"x 13 UNC LOCKING BOLT MAXIMUM MAXIMUM MAXIMUM SCB/H-0 3/8 18 96 28 1 5/8 x 1 5/8 x 12ga CO �.D TORQUE TO 10 g-Ilos MAXIMUM 1 in. UNBRACED STIFFENER UNBRACED SCB-1 J� UCC (25 mm) ROD LENGTH LENGTH ROD LENGTH SSB-1 1/2 25 120 38 1 5/8 x 1 5/8 x 12ga W / TYPE SSB 8 SSBS ANCHOR RATINGS WITH STEEL BRACE MEMBERS Min. SPACING F J osHPD SSBS-12 5/8 31 120 48 1 5/8 x 1 5/8 x 12ga Z Mar. Minimumaahru rarnMLengthin(mm) MAXIMUM 1/2 25 120 38 1 5/8 x 1 5/8 x 12 a v Minimum Ratings at Maximum Bruce Length H sus the(M) 6'-6(1sm) 9'4i'(2A9 ) 14's(4.4m) STIFFENER MAXIMUM SCB-2 gLLI HOLE ow. ROD LENGTH E ssas,s 1250 15rex1518SaW ,59X/S1BSaul 159x31146au UCC SSB-2 5/8 31 120 48 1 5/8 X 1 5/8 X 12ga •G• (5s) (41x41 Stns) (41x41saug g1x83Saul) SPACING O HOLE DIA. 30110 1 518 x 1 98 Sael 1 518 x 31/4 Soul 131tw MAXIMUM SS BS-2O ssas-zD,zs WA ucc 1 m 1 in. 3/4 37 144 57 1 5/8 x 1 5/8 x 12ga a (13.4) (aixn smn) (41x63 strut) O (25 mm) (25 mm) SSB(U)3 5000 2x2x114Amjye 3x 3x1/4Arge- 4x 4x 114Arde SPACING Min. Min. SCB-3 5/8 31 120 48 1 5/8 x 1 518 x 12ga (22.3) 3x3x1/4Ar a (/Bx76x4.4xV4An1. 5.5xWAnge) SSB-3 SSB-3 as 6125 (76s7W6Argb 10WMb,6Ar0s Sx 1Zhx10 nj SSBS-25 3/4 37 144 57 1 5/8 x 1 518 x 12ga (36.1) 76x16x8A 102x10206 (12]x1Z7x10 Angle 1Hifi' 1-1M• ,\ �'C' 15ex312ga 83 mmmin)tametlstrut my ba substituted using the TypeSseu component E(See Notes) E(See Notes) A TYPE SSB ANCHOR DIMENSIONS-inches(mm) L L Sim A B C 0 E F G H J SSBU)}3 2(51) 312(89) 1314(4Q17116(37) 4314(121) 2(51) 13/16(21) 3/409) 9(229) MASON UCC CLAMP 12ga STRUT SS84 31/8(79) 5(127) 212(64) 1 15116(49) 5 3/4(116) 2114(57) 1 916(33) 1(25) X5C UCC - SEISMIC ROD CLAMPS RODS WITH SPRING HANGERS RODS SOLID TO STRUCTURE X4 SSB(U) & SSBS - SEISMIC SOLID BRACE FOR STRUT CHANNELS E= 1 1/2 in. (38 mm)maximum for 3/8"(10 mm)to 1/2"(13 mm)diameter rods and E=4 in.(102 mm)maximum for 5/8"(16 mm)to 1 1/4"(32 mm) diameter rods. A minimum of(2)UC Rod Clamps per stiffener member are required. Refer to table to the right for Maximum Unbraced Rod Length, GENERAL NOTES. 1.MASON INDUSTRIES,INC.SCOPE OF WORK IS LIMITED TO THE DESIGN OF SEISMIC BRACING FOR THE SUSPENDED DUCTWORK/PIPING SYSTEM. THE PROFESSIONAL ENGINEER'S SEAL APPEARS ON THIS DOCUMENT ASSUMES RESPONSIBILITY FOR THE VALIDITY OF ONLY THE SEISMIC BRACING ELEMENTS SHOWN HEREON AND NOT FOR ANY ARCHITECTURAL, CIVIL,MECHANICAL,ELECTRICAL OR ANY OTHER ENGINEERING OR DESIGN ASPECT OF THE WORK 2.CONSTRUCTION SHALL NOT BEGIN UNTIL ALL APPROVALS ARE IN PLACE,INCLUDING APPROVAL OF THIS SUBMITTAL BY OWNER'S AGENTS,CONSULTANTS, AND/OR BY BUILDING PERMIT PLAN CHECK. MASON INDUSTRIES,INC.WILL NOTASSUME ANY RESPONSIBILITY FOR CONSTRUCTION DONE PRIOR TO THE AFOREMENTIONED APPROVALS. Sheet Mason EO 34017 Data 7/8/20 D S 1 Dwn WL Chkd GR Scale (NONE) Architect Logo: 5 6 7 8 9 10 11 e' 37'-9 6 Y-3' 2 MASON INDUSTRIES, Inc. Manu/aclurers or vlbahon Control Products Engineer Logo: NY Mall/np gtla Drive PoB21 10,1WSmacentANY t11a7 35a RebroDnve 2191 w CreeoeCAVe Sure SEISMIC BRACING SUMMARY FOR SUSPENDED DUCTWORK Hauppeuga�NY 11788 Anehalm,CA 92601 631/348-0282 714/5352727 FAX 831/348-0279 FAX 714/535-5738 tm[cxo M1ason-Ind.n In1odoMasorWneheim.mm PROJECT:TWAUTY MS REF.BUILDING CODE:ASCE 7 CUSTOMER:MASON OREGON MAX.SEISMIC'g'FORCE= 0.16 (ASD) A _ — -- — -_ — - MASON EDa:34017 Ay-2.5 Rp=6 0 Fp 0 4•Ap Stls p(1+y2 H%RPb 7 DATE:4WO20 Ip=1.00 z= 1 Fp shall not be greater Man 1.6•Sds•Ip"0.7 OWN:VJL CHKD:GR Sds=0.66 h=2 and less Man 0.3'Sds'lp'0.7 DW 3.NO.:M2.10 STRUCTURE'. Wood Tributary Brace Anchorage Brace Seismic Reaction Loads to Max.Utility Seismic Mason Seismic Component Seismic Bracing Minimum Max.Brece Angle Connection Structure Max.Tension Load 0111 Duct Size Weight Braced Seismic Details(Rel.DS- Hanger Rod (115518) Distance Bracing Kit Lag Boll(A307) i) Ratio Size Details net Shear n Support Rod(lbs) (10 Upper Bracket Lower Bracket SLDB (Ref.DSI) Tensbn(Ibof raj 1 55124 31 15 T812A SSSS-12 SHB 50 n/a 1?X 4° Fie 1:1 12 H13C 73 73 243 u IS 10"01^ 1"LaI1r 1d' 11• 1 Lraa !0"0 10" —,.r_ 10"0 10"0;' 10.6 - li ` 2 55X24 31 15 TS12T SSBS12 SHB-50 Na 12"X4 F18 1:1 72 H13C 73 73 243 -,10"0 Tops 10"0 Loose 3 55x24 37 15 TS12A 558572 $HB50 Na 171 X P F18 1:1 12 H13C 73 73 243 Topa IS0 T ! it 10"0 10 I 10"6 1 4 8428 43 15 TS20T SSBS-20 SHB-63 Na 518°XS Flo 1:1 515 H13C tot 101 337 5 84x26 43 15 TS20A 558520 SHB-63 Na 518°X S F18 1:1 SIB H13C 101 701 337 l 4 l2'-8-'F 2x16 I_ 1 16 "-3 ZOx10 l I'-9" 20x10 I I'-9" 2Mr10 11 1 20x10 I ) `-'I B 84x28 43 15 Tszor 5585-2o sHBb3 Na 5IB°xs F77 11 48 H73e 101 101 337 HTM Logo: -_- - 1 7 BBz30 3a 75 TS20A SSBS20 SFB63 Ne 518"X5 F78 1:7 518 H73c 90 90 297 -' 10°0 100 10"0 lo° 10" 10"0 10"0 8 SSx30 38 15 TS20T SSBS20 SHB-63 Ne 541 X s" F17 1:1 518 H13C 90 98 297 H Y R O 34'-6' 10.0 U'OLaoaa 41 0°0 ° 10'f 1 10"0 9 50x25 29 15 TS12A SSBS72 SHB-50 Na 12°X4' F78 1:1 12 H13C se a8 227 P 10 50,25 29 15 TS12T SSSS-12 SHB50 Na 12•X4 F17 1:1 12 H13C as a9 227 11 40X30 27 1s TS12A558572 SHB-50Na12"x4• Flo 1:1 to H13c 84 84 211 • TEM P 12 58x20 31 15 TS12T SSBS12 SHB60 Na 1?X 4" F17 1:1 12 H13c 73 73 243 13 k&&Q4 31 75 TS12T I SSSS-12 1SF18-50 Na 1/2°%4' F17 1:1 12 M13c 73 73 243 1414 1-''-3' ❑ 28465 SW Boberg 16x15 °ry 11111-91 Wilsonville, OR 97070 lopwT -. '.1116-106' II'9' Notes: a 26x10 1.This drawing has been modified from its original version by Mason Industries to include seismic bracing locations,bracing components,seismic and gravity loading information 11'01�ooaa 2 TaP t0 I -Q' for the suspended ductwork system shown. The Professional Engineers'seals appear on this document assume responsibility for the validity of only the seismic bracing elements, -9" point load data and not for any Architectural,Civil,Mechanical,Electrical or any other engineering or design aspect of the work. 5 4 a 3 1 �:. 4 2 13 _ _ 2"0 11' 9' 12 °0 1 "0 "0 - 12 - L� • 12.6 1 _ . _ _ _ ___ 1 -9" -- 2.Construction shall not begin un61 all approvals are in place,inducting approval of this submittal by owner's agents,consultants,and/or by building permit plan check. Mason B - _, _ _ 6x1 -_12 8 •_1 9 Industries,Inc.will not assume y responsibility r Construction don prior to the aforementioned approvals 75 }+ 1 __ T24 • � In an res o � ility to a ri � ed a ro..'.. I -- - �6 lb' rt az.st t Q,QO FF N84x26 55x24 ssxu 5 i - _� 132xl2 — , l ' I I a �� ` c �NGE � (�75 M 84%26 � T �) - _ _ _LL 2• " 12-3' -1 I r � �plf Loose Tap J Ilx 11x1 - : ALL-0IRECTIONAL TRANSVERSE LONGITUDINAL / V` C0 O 8 7 or- 2 (1qg7) 16"0 1316- , CABLE BRACING CABLE BRACING CABLE BRACING O 10'� 1 'd2'0 �: 2"0 II'-10" I i 12x16 i 14'-1" 12"MI 8'0 12'-2" OR 1116'1 .1^x16. T L7- 29'-4• I 1 � ' i, 12x16 ' 1 13: :, r 3 6" �awwa�Nc T13ANSVERSE LONGITUDINAL fla' I" I-"--" 6 8"012`- " 11 " 12 1 1 1 SOLID BRACING SOLIDBRACING EXPIRES:Latest Tap :: I 121 1' Laaaa IT-1 � ■— u / z F T -- 5wo toe• I lbxld 12'" u 1 3 CC5 > -, 41x26 l I'-D" r = 21x24 31x24 21x7A / / H 46x16 , 90x24 130A4 11'-8' 3" Tap 2 I vamp 4h3 (� n�T • II'-10' i� - C t 12"0 4'_6"0 — i �. 8 II ,: TFT�] 13 - ' f115 �7� I4�12°6 I _ ll'io•II--. .I 1�_- ico6x . I - 1 i2�0' xI 401 2" 20 22x20 I I' R" +� M -- --- 1 12" Ll 6x14 Co LO CO CO CM (=) LCA C ) I 1 •6 , r- 70.0 80 26xlO 2640 260 - 11I'-9' I I'_9' 26x1 'I'-� 1 ' I 11'-9' ,ITU-6408 w4u6 I Project Key: 16x1 - ,Ib%O 11'-`9" _. 1210 1 tt)" 111-911 101 1 4 1412 - 34'_6' 1 -' - 1 IO"0 13'-3" II'`" 'fUfi I 10"6 10'0 '1 1 1 10"0 10"0 6x1 I l'-9" 20x10 1 r-9" 1120x10 ll'-9" 20,10 I 00 _ ` 26 1 100 10"01 I,I 10"0 to"0Lj1, O.Orl 10"6 Irifl 10"0i'.,. 20,18 12"0 18x1218 12 6" 8x1 . I D � II I Project Owner: XXXXXXX Project Name: Twality MS Project Adress: 14650 SW 97th Ave, Tigard OR 97224 Revisions to Sheet: Revision Author Date a 'v CD Label: 1 LEVEL 01 SECTOR A DUCT SEISMIC DRAWINGS LAYOUT � a ryf CD Page: 3�® m M110 Project Number: 4' 8' 16' 19-03-011 SCALE 1 /8" = 1 '-0" Architect Logo: MASON INDUSTRIES, Inc. ManulacY<ners or V,15oa n Gonlrol Products NY Mi//ay Addess:PO Bns Ala,ST/Nbe'n•NY 11787 350 Rabin Drive 2101 w.Crescent Ave So"D SEISMIC BRACING SUMMARY FOR SUSPENDED DUCTWORK Heuppeuge�NY 11788 Anaheim CA 9211301 631/348-0282 ]14/5'JS-2]2] FAX 631/348-0279 FAX 714/535-5738 Info�Maaon-IrM.com InTo�NlasonMahaimmm ', 'vir� PROJECT:TWALITY MS REF.BUILDING CODE:ASCE 7 CUSTOMER:MASON OREGON MAX.SEISMIC'O FORCE= 0.16 (ASD) �\ 18x5 MASON EDi:34017 Ap=2.5 Rp=6.0 Fp=0A'Ap'Sds'Ip-(1.2'ZM)/Rp•07 - j DATE:4/8/2020 Ip=1.00 z=1 Fp shaft not be greater than 1.6'Sds'Ip'0.7 DwN:WL CHKD: GR Sds=0.66 h=2 land less thano3'Sds1p`0.7 1604 DWG.NO.: M2.11 STRUCTURE: Woad 10'-11" Tributary Brace Anchorage Brace Seismic Reaction Loads to Max.UtilitySeismic Mason Seismic Component Seismic erasing Minimum t. ID i Duct She VAtight Braced Seismic Details(Rel.DS Max'Brace Angle Hanger Rod Connection Structure Max.Tension Load Obslfl) Distance Bracing Nit Lag Bolt(A307) 1) Ratio Size (Ref. D - on Support Rod(lbs) Engineer Logo: (fl) Upper BlaCxet Lower Bracket SLDB (Ref.DSI) Tension(roa) Shear(lbs) 1 48x24 27 15 TS12A SSSS-12 SHB-50 Na 1/TX4" FIB 1:1 12 H13C 64 64 211 18116 2 38x82 27 15 TSIZr SSBS12 SHB-50 Na 12'X4• F17 1:1 12 H13C 64 64 211 3 46,624 27 15 TS12A SSBS72 SHB-50 Na 12•X4• F78 1:1 12 H13C 64 64 211 67'-2' ® 4 4Po621 27 15 TS12T SSBS72 SH860 Ne 12•X4' F77 1:1 12 H73C 84 84 211 5 44x32 30 15 TS12A SSBS-12 SH650 Na 12"X4" F78 1:1 12 H13C 1 71 71 1 235 a 44x32 30 15 TS12T SSBS-12 SHB-50 Na 121X4" F17 1:1 12 H13C 71 71 235 7 74x20 37 15 TS20A SSBS-20 SHB-63 Na 504'X5' F78 1:1 518 H13C 87 87 290 8 74x20 37 15 TS20T SSBS20 SHB-63 Na S7XS F77 1:1 518 H13C 87 87 290 (ro 9 74x20 37 15 TS20T SSBS-20 SHB-63 Na 5/8"X 5" F17 1:1 518 H13C 97 87 290 10 74,20 37 15 TS20T SSBS-20 SHB-63 Na 583"X5' F17 1:1 us H13C 97 07 290 11 74x20 37 15 TSM SSBS2o SHB-63 Na 5WX5• F17 1:1 518 H13C 87 87 290 51r 12 513x24 31 15 7S1ZT SSBS-12 SHB-50 Na 12"X4' F17 1:1 12 H13C 73 73 243 IJ'-141" ® 13 56x24 31 15 TS72i SSBS72 SHB-50 Na IWX4- F17 1:1 12 H13C 73 73 243 14 58x24 31 15 TS72A SSBS72 SHB-50 Na 1/7X4' F16 1:1 12 H13C _73 73 243 15 38x24 24 15 TS12T SSB•S72 SH13-50 Na I 12"X4" F17 1:1 12 H13C 57 57 188 i6 36x24 24 15 iS12A SSBS12 SHB-56 Ne 12"%4" F18 1:1 1/2 H13C 57 57 18B 10.0 Notes: ® 1.This drawing has been modified from its original version by Mason Industries to include seismic bracing locations,bracing components,seismic and gravity loading information for the suspended ductwork system shown. The Professional Engineers'seals appear on this document assume responsibility for the validity of only the seismic bracing elements, HTM Logo: j point load data and not for any Architectural,Civil,Mechanical,Electrical or any other engineering or design aspect of the work. Y 0 R O 2.Construction shall not begin until all approvals are in place,including approval of this submittal by owner's agents,consultants,and/or by building permit plan check. Mason ♦ T M P Industries,Inc.will not assume any responsibility for construction done prior to the aforementioned approvals. x18 rto PR 28465 SW Boberg OcF_r Wilsonville, OR 97070 v� 0N4 2 'O Q ALL-DIRECTION/LL TRANSVERSE LO1JG DINK CABLE BRACING CABLE BRACING CABLE BRACING 132 _ — _---- t, ' ORE N V OE c �qR.zr 9 OH TRANSVERSE O Cn L TRANSVERSE LONGITUDINAL SOLIOING.- D BRAC ,IG SOLIDBRACING EXPIRES: '!0 C-4 04 20,_6• O to p a1 I - O F1 1 . 2x1 a� 14 -•: II'a" Ill.<.. it ICU O 4:1- 0CD CD °.. 10-0 'lore '-':.Yore '�IO'� lore 'l0"e ]0'e ]0" 'i M CO 1 j • _ r _ 1 -� •" lore /Ore -9" 20x10 - I I'-9'120x10 j 11'9" 20x10 = j M M I1 II _ (ro zoxlo O O to to To la a to lo'e" LO COO U-)34'-6' UD 14 1010 ;'G' - LE,.., I � r 12x12 l0'-<d• 7i7-7-1 I ,�, 1 10 4x12 4 z Project Key: j• a-a' 2 3 h" 26xI0 2 I 2600 Mile 26x10, �_ I GiN7103 TU-7-117 :i 22x12 8"e 4'- _ 4' — as G 3 4 3_IO' 12 0- 12'0 1 IZ'0_, 14 I.4'-I � 14.0 _ '•.. - _. Loose Tap SS7_ •�~ 1 • 2 _ i. 2 ..L (#36 13) T- 9-410 i 12'9• t 22x20 16x1 I 4 ; II 7' 14"0 I '�j, 46x16 8 I 30,24 30x24 21x2A 80 _.. II,1010111-811 . - T11-7-108 Loose Tap/ 1• j 10"0 8x1 H 7 I'-8" 11 8' 21 I•-e _ I I' 8" _ 1 10"0 0_ 1 18x12 74x20 I (#185) 0 •(� IID✓ I I 2x16 12x160" IRx 10 14'-1" ' "� • li 10 16 x32 t I 1 10.0 42x60 2 i 11'4' j ..` L._: .L 12x76 12"0 12"0 29,_4' `3 I , 74x20 . 11-2" 8"0 �, L' .� 14x O 23 1U,J,33 T{i-7-t 14 ;�. 1 r 1: - 11101 8*0 IIIMIr✓q l W051T 11 8"0 8"0 _ I O 10"0 �� _-.I -� 12x16 5 6 7 73tn Loose \ Project Owner: 7SJ-7-i A - • _ _ - - �L. _ (#123) ! 1x1 # -;� - 22x24. I 0�-r111 1[[ 6x24 36x24 4 7l -_ _ _ �, i �'-I�' Sh 1 x24 i I It 11 8: 10'0 7 14 0 1 1 1 1 7. ?�'_8} -_-- + J I 6x 4 } 10'0 12.0 - -.. F _ - - _�-__- �---- __.. .},' Loaae Tap �� 10„0 1, 1 Ip. 1 -_ _ 7-116 i H - - ' -- 1 j2"e� 14 1 1 lz'e i r 1 _, 15 •�1z"e 16 12 16 {,t6xlz� la e --- l l'-10" 13 - _ - 12' 12 F e d must F'idd adjust sizrs to 14.0 , sLzes to 1-4.0 26110 26zI0 I Project Name: r-e 111-9 TWality MS ? ft s ProjectAdress: N 14650 SW 97th Ave, 3a'-6• lore Ll a'e Llore ,lore lore M1 a lore 1010i' 10' Tigard OR 97224 I I'9” 20,10 I I'-9" ZOx10 11'-9" 20x10 11'9" 20x10 10"0 1010 lore 0"0 10-0 9 10.0 ITT lore Revisions to Sheet: Revision Author Date it I III I F- (Oil Fir _T B 0'-6 37'-9 7' 1'-3 2 7'-9'- 6 7 8 9 10 11 CD Label LEVEL 01 SECTOR B DUCT SEISMIC DRAWINGS LAYOUT a CD Page. ®�m MV 1 Project Number: 4' 8' t 6' 19-03-011 1111111M SCALE 1 /8" = 1 '-0" Architect Logo: 2 3 4 5 6 7 8 9 10 11 12 -- ---5' 4'-6' 7'-3 18' 0'-6' 3T-9 i7' -- -T-9' Engineer Logo: 12 Izre I ' 14x10 10 0 - 1010.. . ' 0^0 l0^0 0 0 0^0' 0^0 � 1010 r z4 tbtiu Iz 0 0 F z r � , r 2'-r << _ B 0 8 0 12"0 16x12 16 12 - _ 12 34-6' 12"0 =� A 1i J• 1 / a 12 e 1 0 10°e 10"o y _ 10"0 10"0 10"e 11re lore 1 e^0 HTM Logo: HY0R � 2.0 ' m • TEMP 28465 SW Boberg Wilsonville, OR 97070 50 LN 10"0 12"0 z4x1210 N1 2- ]22 8 140 14 14"@- 14re 12 2 s - I 9 10 0 11 12 — 14"0 U - � 12-0 m 12"0 -120 12"0 , 14"0` n e I� I�r7LS l J m _. ,F, 8 2-72x6 ,�� 72r2o azxzo N8202 - 1Ub1111 1 14 ors , 72x20 N6�4 42x20n � O — 6206 6 _ `- r4' CV 12'0 �� 13-91q,, rz'r \ 10"0 15 V 24x20 18x18 �' 14"0. 12"0 ali 64x40 64x36 1g _- — H m '& I - _. - .. � 24x6• T \ : 14"0 V J ` 13 ,..", b i Iml 100 24 O r 1� 16x16 1 18 ! 2 7-2• ,3_,_. 5 ".,. 140 ... Cn o/ 101 1 = 0 V/ a.-0. to„B 1n' 0'0 29'_4• 14 74'-0' 1 L \ / 10"0 12"0 a� R 1fix16 t I t - I2 8 ld. .. ,. 10"0 iux6 oTs - ]`U3 .* > 4 4' 14 0 15 40x20 24x16 1 x16 20x18 10"0 �. 7828 x � _ _ -_ — 11 —1 . I i • _ I in �I110"0 -_ _ 20x16 - 12 2' • ._-,.,; -�2. 3 i; m -. �_'__.i _- .. .__ _-. _ ____ - ._.__ 1 __. _.. 12'0• __ �/ 14. 13-2" 13'-2" 1 i� ® II '; �\ to"e ors 1 4 w 0 0 r 1_.- i _ 1-:.0 10"0 12"0 12"0 12"0 12"0 _ 1'4• /' � 24x20 30x28 d 12 0 36,24 . . - 13 777b219i N62d3 Nb216 18U N&221622214"0- • 2u J �� O 1 CD �' • «, i > t .. �.. B & TTF62.0- 1816 ■a� �• �x O O I - - 6x24 38x20 C m _-�J . - r " _ i , }Roof Pen ld'0, ]2"0 14"0 1f i z14 < 0 � �1 14"0 � � 1 12 .. ,. .... 732" 13� 740 140 i t l,_. , � ,3 z" •t - � I^'0 . M M 1'.,:-' 10x10., x 12r 1 14"0 i w"0 •I4"0 _ r TU6218 12"0� OTS _ _ a +m 16xis 5 5r r f 1 1^0 .. 202 m , m m l Co Lo M co 16'-SF" fN6209 17-6• 1 sib 1....- m $ O O, ^ O 1 o^0 LM '^ `O r/`� TU6217 `/ 12.0 lore to e� m o i , - -- --isxls" I- z"� 2"� Project Key: .. x - 12"0- 12"0 ./ _ ,r r 34'-6' P ^ : - is 10"g _. . 10'0 , 10" 10 6j-' IO"0 10'0' 10'0 �� 10"0j OTs f 16x12 1812 16x12 \\ 16x12 TIM 223 �. _ •i �.i 10.0 10"0 IOre If' 10^0 10"0 10"08. 10"0 i 10"0 14x12 72'-0' 12'-0• 14x12 10"0 20� 0"0 5.0 8.0• s ee MASON a1ND rers of USroTR1ESr,Contra �lnc. uas r NY 50NIta ro onve:PO Bei 110, Crescent Aveu]a] 0 0 350 Rax�o Y 11 z+ol Anaheim.CA9 svaaD SEISMIC BRACING SUMMARY FOR SUSPENDED DUCTWORK f- H FAX 6311g1/ee348-0279 788 MFAX 714/3S 7381 631/348-0282 714/535-2727 EJ 14"0 1nfoCMason-Ind.com InfoaMasonAnahelm rnm 1— PROJECT:TWAUTY MS REF.BUILDING CODE:ASCE 7 1 _ 16)16 CUSTOMER:MASON OREGON MAX.SEISMIC'd FORCE= 024 (ASD) fl � Iwo MASON ECM:34017 Ap=2.5 Rp=60 Fp=04•Ap-Sds9p'(I-2•ZM)/Rp•0.7 D14"0 '-- - DATE:4MM20 Ip-1.00 z=2 Fp shah not tie greater than 1 6'$tls9pb] DWN:WL CHKD: GR Sds-0.66 h=2 and less Nen 0.3-Sds9p•0.7 DWG.NO.: M220 STRUCTURE: rAW Tributary Brace Anchorage Brace Seismic Reactor Loads ro Max.UHhly Seismic Mason Seismic Component Seismic Bracing Minimum ID# Duct Sale Weight Braced Seismic Details(Ref.DS- Max.Brace Angle Hanger Rod Connector Structure Max.Tension Load • obsm) Distance Bracing Kit Lag Boil(A307) 1) Ratio Size Details on Support Rod(Hos) (B) Upper Bracket Lower Bracket SLDB (Ref.DS-1) Tension(ros) Shear(Ibs) 1 72X32 41 15 TS20T SSBS-20 SHB-63 Ne 518•X5" F17 1:1 5/8 H13c 145 145 369_ 14"0 2 72X32 41 15 TS20T SSBS-20 SHB-63 Na 5eTX5" FIT 1:1 518 H13c 145 145 369 3 Mae 41 15 T520T SSBS-20 SH&63 Na Se X 51 F77 1:1 518 H13c 145 145 369 4 72x32 41 15 TS20T SSBS20 - 63 Na SB"XS F17 1:1 5/a H13c 145 145 368 Project Owner: 16x16 4 6X2 42x24 5 84x40 41 15 TS20T SSBS-20 -SHB-63 Na 51 X51 F77 1:1 &a H13e 145 145 369 yyyy�yyyyy��y J t 6 84)(96 39 15 TS20T SSBS-20 SHB-63 We 58^X5 F77 1:1 SB H13c 138 135 351 xxxx /�A 14"0 7 B8M 37 15 TS20T SSSS-20 SHB-63 Na 5/8^X5' F17 11 5/a H13c 131 731 _ 333 0 88X18 37 15 TS20T SSBS-20 SHB-63 rus 518"X5' F77 1:1 &H H13c 131 131 333 r 9 72x20 30 15 TS20T SSB•S-20 SHB-63 Na W X91 F17 1:1 S8 H13c 127 127 324 10 7L20 38 15 TS20T SS&S20 SHB-63 Na 518"X S F77 1:1 SO H13c 127 127 324 Iwo 11 72#0 36 15 TS20T SMS-20 SHB-63 Ne Sf'X 5" F17 1:1 SIB H13c 127 127 324 12 72x20 36 15 TS20T SSBS-20 SHB-83 Na SIB"X 5^ F17 1:1 SB H1& 127 127 324 13 55X24 31 15 TS72T S39Al2 SHB-50 rtla 12"X4' F17 1:1 12 H13c 110 110 279 1 •. 1 •1010 jryu' 1 ors i �_—_ 10"0 Notes: I r 1.This drawing has been modified from its original version by Mason Industries to include seismic bracing locations,bracing components,seismic and gravity loading information for the suspended ductwork system shown. The Professional Engineers'seals appear on this document assume responsibility for the validity of only the seismic bracing elements, Project Name: --1 point load data and not for any Architectural,Civil,Mechanical,Electrical or any other engineering or design aspect of the work. TWBIIt�/ MS Iwo 10"0 10"0 • 2.Construction shall not begin until all approvals are in place,including approval of this submittal by owner's agents,consultants,and/or by building permit plan check. Mason 67.1 2' j yresponsibility _P _- ty F orad approvals. Project Adress: 1 Industries, Inc.will not assume an res onsibili for construction done prior to the aforementioned A p N6uo CEO PR 14650 SW 97th Ave, 6x,600 \r��NGINFyRc �iv Tigard OR 97224 7+1'6 _. �482 �" N6211 ALL-0IRECTONAL TRANSVERSE LONGITUDINAL I 10"0 16x14 I - 3%' CABLE BRACING CABLE BRACING CABLE BRACING Revisions to Sheet: —._.0 OREGON Revision Author Date „ ... 27 1 z�& z& q�� DHAPRtP 0"B _ AL Lll)B BRACING TRANSVERSE LOIDRUDINIIL SOLID BRACING SOLID BRACING SOLID BRACING EXPIRES: 2E1 10"0 1010 -- TU-6-212 14,12 1 10" •� 12x12 181 1 TU-6-21J 10"0 - �i6'� 14x10 _ 6"0 ,y 8"0 0 .. ... .. . .__ 8.1012"0 '.� .m .1010 t J 8"H -1 E6;0 l0"0 . 18x14 - 60 1 "0 10"0 14"0 20,_6. _ J _ 2"0 .c 14 14 10.f. l4"0 CD Label: 12'0LEVEL 02 "o D CT LAYOUT- A 1 0 10'0 F 3'.5' Seismic Drawings _ TU6214 , 18z16 - ''r x . 72"0. 10" aprsc 8,0� -„ 1 s _:r CD Page: M2 .20 t%'- " - 1D112 _ = s jo e s^e t : � 10"0a g 1 Project Number: 34'-6' 10"0 L ` 10x78 14x11 _ N - O 4' 8 16' 19-03-011 72 14x12 13 " i 11T-520z 14x12 �1. SCALE 1 /8" Architect Logo: 2 34 5 6 7 8 9 10 11 12 qs- q• .q•-_.___ --___ ..._._._r r_,g•.______-_-____. ___-__-Vie. _.._._ 0'-6' 3T._q___---__.__.__ - .. _._..____._._._-. - -_-_---47, _._-._ -�1. 3. . . .-__._.__. - __ __{3,_ ._ a7•_q•_-_ __--._ 6;0 E 1804 ' j/ �• 6"0 _- - 1 0 10"0 � 1410 20'16' 12"0 �• 14 1a Engineer Logo: An �-PI 12^0 r- 1 I ^ F 0 .. 4214 16x14 x ., ,.• 12"0 a pled Qx,a' P 12x12 10` Q : • to6 �.� to"e to.m X16°0.` r`logxl2 �' ;.1sx1z �lof1 ` -.L. x.10^ lo•e l0"0 1sx1z 1sx120 ' 1 HTM Logo: 8^0 8"0 2 i• 1 _:�z ITS , ,YE"' 34'-6' 1©"0 1. 100�. 8" -_ 10x1 . 14x11 . 10"0 JIO"0 _. _ - 10 ( 119"0 • T E M P _• '_ , 14x12 .: . _ a ,4x12 J TO 2.3, o 28465 SW BOberg t + - z e" IT-2, Wilsonville, OR 97070 ` 14.12 - , u-s2a i � i 12x70- S _- 6"0 .1,U�-203 _ I 13'-2 14"0 7U-5-2(11 m fi'0 - 1412 12x10 - H.0 _71F7-2032.0 m °° 7 7 '� r... j .8"0 _ 10.0 " O 1V-7-21 ) _ d3 r, 1U-S -� 6 0 L f� t r'"' 1. 16x16 18x18 14'9 r a 2 2 [ 140 14"0 14x12 _i - 8^© ' ° '�� / •24x22 .� 1 8 0 8 0 -1 Tb'L 114"0 l4^0 14"0 14.0 L4'0 6"0 '` ':• 2 8"0 •8"0 810 - _201 _ -" 7 18x18 a a G - -- - I2 " . - TU-7-20M, I 14x72 � - 14x12 Id'0 120 O �Qx3 \ O 40x34 ', � :`Ill-7-205 � 117-7806 -,717-7-107 7U-7-213 N o _ f 2TT 6'0 .� 1U 5205 a - -_ --__-_ - .;• e , O 101 �sq�� I 1 18 RIO •111 5 201 v L 10 12"0•. V "_ 8'f7 m 24x16 -.- __ �� v10,10 �o _ 10^0 -_ I it >"- ' 9 8.. -� m 10 �•"j ,1 2(1x6 11 9 13:.p.- _.___..__ , .. _ _ __ - •-. } _ i 26x28 .t12C;' ', m . - 10 0 40"0 14'$' N 2 _ 8"0 6.0r __-.. 15-0'� _. 2,-0• '! 1 3-1' - ' u46" 17s 20x6 V 19- 210 56x18 17-1P - 17-10 12-10 24x18 1. �iI R L oa 10"0 _ - r 126 29'�4. 6. r 14x12 _- N �• _. 1 40x20 1010 I I 7S `.. •01 ' m _ . ' oii _ 24X16 20x16 1 I a 14x.4 IO"0 - -t ._ -- < a • 10"0= 6" -.'� 51X36 I i _ 10 7U-5-211 50x34 50x34 1 44x24 - - _. 6"0 } . 0 R"0 _; 1 -0'i 12 17 ■ _.1 _ < �� MF- - - >.3'.,- -. _ lit 13_IT .� _ 7 164'11 132• 40"0 �1_ 14 20x8 O _ - 7U-5-212 _. �• TU-S-?OtS o ,... . .. _■ R .. _"_ - -_ r-OTS _ _ - _ - _. _ _ j"_ t0 _ -.._ ._ ..._ ___ _ .T 1 1C' '. -' 1 i � . - 38x22 13- 36x20 -_h• ! 1r�,- - p , 34x24 134X24 i 26x18 13!-10P • �M p 36x20 35x20 5 s 1 12 is - 1 J- - ----- �' 3 4 7 _ - _ • B"0 1 _ Z 07 lvaan 1a7 zI2 m �- �- 14-0 Q - .. 74x74 -{-j 3.4 � -', ,_._. ,3��. ... 0 .. 26x14 O 26x14 O , i 711.7_ __79-7-210 _ p . ,8"0 I. 26x14 ( I 1 V :n' ,w ._... _. H _ t $ �. - �.. r 9 ' � M z_ OTs ;' 36x20• .`-" _ �. 4- 13- la'0 la-6 ' '�la^0 -' 14"0 "0 7 7 Ia` J 140 �/p� O /O� o ` 6^060_ m OTS 1 m m11 m . co � �/ L a { TU 5-209 I 120 o I loxe_�3:5 L1_ . '100 J . H ~ :.. )CIO 30x20 m 10'0 7_ s^o • - T7•. Project Key: 8.0 _ 16x14 16x14 ` 3 10x1 lGENERAL a10"0 v ! 3"0 100,., '• 10"0- .14 `i0"0 10'0 - -•- 10"o 10"0 . 10"0 v' OM 34,_6, 1 :. __ .. .. •12"0 i 12112 •. 12111 " . 16x12 2 -1 10n0. ,Zs16x11 y 16%12 �,.1T willilkI ' 12-7 _ • m 17$' 10"0 1 _ 10.0 i. j tg"9� 10,0 10.0�y 1010 14x12 L. ._ 8"0 m -- Y 11.0 m m 17 8' °.o t29 3e 1e MASON INDUSTRIES, Inc. Adorn factorials of Vibration Control Prooucts -'L- NY NitlmO AOtl ss'GO De 410,5m/mr n•NY 11787 350 Rabro Onve 2101 w crasc.1Ava Suae D SEISMIC BRACING SUMMARY FOR SUSPENDED DUCTWORK e - + 17$' Hauppauge,NY 11788 Anaheim CA 921301 12$ 631/348-0282 714/5'!5-2727 FAX 631/348-0279 FAX 714/5355738 • ®'•� ® InfaiaMescin-Ind.corn InfoaMasonAnaheim.com �q PROJECT:TWAUTY MS REF.BUILDING CODE:ASCE 7 ICC�SJI CUSTOMER: MASON OREGON MAX.SEISMIC'g'FORCE= 0.24 (ASD) JMASON EOM 34017 AP=25 RP=6.0 FP=0.4'AP'Sds'IP'(l-2'ZlH)bdp'o7 DATE:4/8/2020 Ip=1 00 z=2 Fp shall not be greater than 1.6'Sds'lp'0 7 - 14"0 - 1 - 14.0 DVN: Ok CHKD:GR Sds=0.66 h=2 land less than 0.3'Sds 1p'0 7 14"0 1 -- - DWG.NO.. Ill STRUCTURE: Wood 14"0r-- 14"0 r-"'1 10x8 n Tributary Brace Anchorage Bras„ Seisarc Reaction Loads to - Max.Utility Seismic Mason Seismic Component Seismic Bracing Minimum -• 13 8}" Max.Brace Angle Connection Structure Max.Tension Load -- -- IDM Dud Sea Weight Braced Seismic Details(Ref.DS Hanger Rod • 11 14"0 28x16 J i_-. - ' Ratio Details on Supped Rod(Ibs) 14'-4' 1 `.=-_. :--._ - _. - 12'$' (Ibsl6) Distance Bracing Kit Upper Bracket Lacer Bracket SLIDE Lag Bolt(A307) 1) Size (Ref.DS-1) Tension(lbs) Shear(lbs) Project Owner. 18x14 32x16 (0) 12> yy�y��yy 20x10 1 52x46 38 15 TS20T SSBS20 SHB-03 Na 5/8•X5• F17 1:1 5/8 H13c 134 134 301 /�/�/�NV�/� / 136 -- f - • .m ../ m .' -� 2 52X36 34 15 TS12T SSBS 12 SHB-50 Na 112'X 4• F17 1:1 12 H13c 120 120 269 10x8 T � 2RIt6 -3 L--- m• "m I ,n 3 50x34 33 15 TS72T $SBS-12 $HB-50 Na 12•X4' F17 1:1 112 H73c 117 117 _261 I m 4 5OX34 33 15 TS12A SSBS-12 SHB-50 Na 12"X4" F76 1:1 12 H13c 117 117 261 Z .m m • f 31ID' 5 44,24 27 15 TS12T SSBS-12 SHB-50 Na 1/2"X4• F17 1:1 12 H13c 95 95 214 OK 6 44x24 27 15 TS12A SSBS-12 SHB-50 n/a 12"X 4" F16 1:1 12 H13c 95 95 214 _ -� -- --' 7 44x24 27 15 TS12T SSBS72 SHB-50 Na 1/2X4" Ell 111 12 H13c 95 95 214 44x24 27 15 TS12A SSBS12 SHB-50 n/a 1/2'X4" F76 1:1 12 H13c 95 95 214 50x18 29 15 TS12A SSBS-12 SHB-50 n/a 1/2'X4• F78 1:1 112 H13c 103 103 229 10 56x18 29 15 TS12T $SBS72 SH&50 Na 1/2"X4" F17 1:1 12 H13c 103 103 229 Notes: Project Name: 1.This drawing has been modified from its original version by Mason Industnes to include seismic bracing locations,bracing components,seismic and gravity loading information for the suspended ductwork system shown. The Professional Engineers'seals appear on this document assume responsibility for the validity of only the seismic bracing elements, TWailty MS point load data and not for any Architectural,Civil,Mechanical,Electrical or any other engineering or design aspect of the work. 2. Construction shall not begin until all approvals are in place,including approval of this submittal by owner's agents,consultants,and/or by building permit plan check. Mason Project Adress: Industries,Inc.will not assume any responsibility for construction done prior to the aforementioned approvals. 14650 SW 97th Ave, �,,r -- --- Tigard OR 97224 PROf�r�,_ 4 Revisions to Sheet: ALL-0IRECTIONAL TRANSVERSE LONGITUDINAL r 52-I' CABLE BRActNG GABLE BRACING GABLE BRACING ' RE'VI$IOn AUthOr Date -_-_ __-- OREGON 27 ALL-0IRECTONAL TRANSVERSE LONGITUDINAL SOLID BRACING 801113 BRACING sol ID BRACING EXPIRES: 20 22110 22x,0 L _ 13'= it 15'x" 6 15'4' 44x70 1r 3: 1 } - _ 1 62441 60x16 l -_ 1 14 10� 15'-2' OTS 13 CD Label: l 12x,0 12"a 2"e - , 12.0 . . >� - >�IN LEVEL 02 SECTOR B __. L� 3 .m. . -...� A 501 - - DUCT LAYOUT- 12"0 1210 1�p � �6- Siesmic Drawings { �-I '.'`E 73�-2� 62x18 I 10" � ' '. - lz 12-0 r ' ors 7j- , --� CD Page: • L.130124 12-101, - o i Project Number: ,6x,6 3 �2" 19-03-011 0 4' a' i s 30x1 / - / 12x,2 i 24x22 / 46x14CA -0 ... SCALE 1 /8" = V-0" Architect Logo: 1 2 3 4 5 6 7 8 9 10 11 3t'-3' 15 4,-6' 7-3' --. -_.__ 8' 0'-6 37'-9' 7' -. _ _ _ .1,-3' 2' 7-9'----._. ; ; 4 22x100 2210 O 2200 2210 2210 2200 2210 2200 L o r-- .. 18x1fi 15'-0' 150' 153•.. ..22x10 I As 14x20 I 32120 32x20 29X16 3 r � 16 I 15'-2 14"0 •0 l X14'0 14"0 "0 14 1 - 14•� 4 4"0� z4xu OTS 42514 114.0 �$ Engineer Logo: os-z15'2"- T s'-0• j - 12xI6 12"0 - - m m 9 0 10 18 G ! 12 13 � 2 5oXe0 15'.1 _I (IFo 12"O 12 1 ~� \\�\I I—^° — G��•_1 8 1p.. IF 12x6 s 0 Z- 13'-2F 10"0 � "S 13 7 6218 i DJ�E1 - .. -4*10 i QTS _ • ® H 10"0 w 10"0 2a M-11 ' n 4 � ?' L.1 024__ m --I HO—.24 — _ R„ la^e _ 4e YDR HTM Logo: _a. 12' 18X18 13 3g ISA 16X16 '-1- 1 LI .rl / 4 tpn0 If-ti( _ • _ Fol 128 • EE M P td-2i'I 18x18 30x18 ! - 1212 �: O 36x18 4X22 / 46x15 € _ 28465 SW Boberg Wilsonville, OR 97070 o z^o ul tz^ 1. rc9sc tz e a I Tu 201L10-TZ,- Q li^6 � �I FO I m o o � x t2V ti I o 12.8 6*0 .�..W.�. I � 12x12 _ _ ❑ ❑411 cn OTS �a0� O �I�. 1212 128 N �_• j 10,t—J N 010 12"0 & 13'-2' 3 l O §;F ? . R j O O r s I! 12"6. : 18 O l o 12"0 0 ,--- x ' r N IB 1 7 G 18 6 _—. 18'2}' - _ - - 12"0 _? 7 ICU (;E13 _.. �� 73'$" ors o _ s1 - 13-1 1 • t 120 1 V-61 -f L.2 u Co > 11'-7j ' 1� .13-1T 18'0 �7 I C� o ti 13 b' t4"0 M co 1r-6` L bxeL ; 11zx10 • 1 1 a• ' I I IWOr t • Y ... I t ? ry /n 1 26x22 4 r m m .�. I� M M 1@z 8. - 12 e _ _ _ j_ (� Y t 1 '_ _ t` LO"0� '�l � �_ _ ,... � __ _ 36x18 N-32122 - 8"0 ( o LO L0 0 1 L4"0 - - r_ x _.a K S _ ._ _ t m 14.0 ,- A10 i p 70 8"0.. m i 7TJ 3204 . ,* m - i m _ 12x6 Project Y . . 2'z I— � r— • r- r h o m _ 1 _.x b,o"o 125 ro ect Ke - sxzo sxzo zoxle z^e• ._ 18,10 . 10"0 28 8 �I ;' 27-2- 18x16 1U-3205 10x9 20'-10' _-_ t - 4._104. 22t6 LoT ors -_ 8'-7j n 1rs" .> .1 4J• - 28"0 21'-0' L.3 ' 1 30"0 21 ,0 I m 20'6' OTS _. Project Owner: xxJ(x XX J -A ' 1 Sp r7. J MOO LA I Project Name: ' Twality MS Project Adress: MASON INDUSTRIES, Inc. 14650 SW 97th Ave, 'u"'o"acfurers or Vih hoo Control Pro ucfs Tigard OR 97224 NYMN/inp Aearass:POY2101I CrescrflAo lfe li 87 350 Ra WO Drive .410. Cresce., 11780 SEISMIC BRACING SUMMARY FOR SUSPENDED DUCTWORK Haupp 1V NY 11788 Anaheim CA 921301 531/348-0282 714/5'352727 FAX 631/348-0279 FAX 714/5355736 Inf04gMasun-Indrnm InfooMasonflnatlelnl.com PROJECT:TWAUTY MS REF.BUILDING CODE:ASCE 7 Revisions t0 Sheet: CUSTOMER:MASON OREGON MAX.SEISMIC-g-FORCE- 034 (ASD) --- M MASON EOC:34017 Ap=2.5 Rp=60 Fp=o4'Ap'Sds9p"(1*2•Z/RXRp-0.7 Revision Author Date DATE:4/82020 Ip=1.00 z=2 Fp shall not be greater Man 1.6-Sds9p•0.7 OWN:WL CHKD"GR Sds=0.66 h=2 aless than 0.3•Sdslp•0.7 DWG.NO.: M2.23 STRUCTURE: Waatl Tributary Brace Anchorage Brace Seismic Reaction Loads to MW.Weight Seismic Masan seismic ComponentSeismic Details ceradng Minimum Mm.Brace Angle Connection Stmdure Max.Tension Load IDC Dud Size Weight braced Seismic Details(Ref.D& Hanger Rod Ratio Details on Support Rod(lbs) (ros/N) Distance Grating Kit Lag Bolt(A307) 1) Size (Ref. Tension Ws Shear Ms (ft) Upper Bracket Lower Bracket SLDB ( ( ) ( ) 1 44x28 27 15 TS12A SSBS-12 SHB-50 We 1?X4" F78 1:1 12 H13c 95 95 214 2 50,20 27 15 TS12r SSBS-12 SHB-50 Na 12'X 4" F17 1:1 12 H13c 95 95 214 3 50x20 27 15 TS12T SSB&12 SHB-50 Na 12^X4" F17 1:1 12 H73c 95 95 214 4 44X20 25 15 TS12T SSB&12 SHB-50 Na 1/2^X4" F17 1:1 12 H13C as as 198 1. 5 44x20 25 15 TS12T SSBS-12 SH&50 We 12'X4' F17 1:1 12 H13C Be 88 198 8 44x20 25 15 TS12A SSSS-12 SHB-50 Iva 12'X4' F18 1:1 12 H13C 88 as 198 7 82X18 31 15 TS12A SS8&12 SHB-50 Na 12^X4" F18 1:1 12 H13c 110 110 245 8 82x18 S7 15 T612T SSSS-12 SHO-50 Na 12'X4" F17 1:1 12 H13C 110 110 245 9 82x18 31 15 TS12T SSBS-12 SHB-50 Na 1/2'X4' F17 1:1 12 H13c 110 110 245 10 82x14 30 15 T81ZT SSBS-12 SHB-50 We 12'X4' F17 1:1 12 H13C 106 106 237 11 amtle 30 15 TS12T SSW12 SHBSO Ne 12'X4' F17 1:1 12 H13C 108 108 237 12 Basis 30 15 TS12T SSBS-12 SHB-50 Na 12•X4' F17 1:1 12 H13C 106 106 237 13 68x18 30 15 TS12A SSBS-12 SHB-50 Ne 12'X4” F78 1:1 12 H13c 108 106 237 37'-9'— i 1 5 6 7 Notes: 1.This drawing has been modified from its original version by Mason Industries to include seismic bracing locations,bracing Components,seismic and gravity loading information for the suspended ductwork system shown. The Professional Engineers'seals appear on this document assume responsibility for the validity of only the seismic bracing elements, point load data and not for any Architectural,Civil,Mechanical,Electrical or any other engineering or design aspect of the work. 2.Construction shall not begin until all approvals are in place,including approval of this submittal by owner's agents,consultants,and/or by building permit plan check. Mason Industries,Inc.will not assume any responsibility for construction done prior to the aforementioned approvals. CD Label: rrtoFF LEVEL 02 SECTOR& EDUCT LAYOUT- 482 t�NGQ �O dMM- X482 �oB�GTIONa TR/WBVERSE LONGITUDINAL ,>�, Seismic Drawings [:ABLE BRACING CABLE BRACING CABLE BRACING ' OREGON Y• 27 � q0 ftp � DHAA►1'P' - LN ALL-DIRECTIONAL TRANSVERSE LONGITUDINAL AMn SOLID BRACING SOLID BRACING SOLID BRACING ry -u /. -- _ _ __._ _ CD Page: M 1 2 3 5 Project Number: O 4' 8' 16' 19-03-011 SCALE 1 /8" = V-0" TRANSVERSE SEISMIC SOLID BRACE GUIDELINES SSBS-SEISMIC SOLID BRACE SSSS-SEISMIC SOLID BRACE SSBS-SEISMIC SOLID BRACE SSSS-SEISMIC SOLID BRACE ALLOWABLE BRACE ANGLE VARIATIONS IN PLAN (SIZE PER PLAN) (SIZE PER PLAN) (SIZE PER PLAN) (SIZE PER PLAN) FOR DETAIL PAGES C7 AND C8 TYPICAL CLEVIS SUPPORTSTRUCTURE SUPPORT STRUCTURE SUPPORTSTRUCTURE SUPPORT STRUCTURE BPNCdt v. za AS SHOWN '"x ASSHOWN o O o O ON PLAN o O ON PLAN ROD STIFFENING STRUT AS SHOWN OD STIFFENING STRUT ON HPLAN OD STIFFENING STRUT OD STIFFENING STRUT (IF REO-D) PLAN (IF REO-D) R�Ax ANCHORAGE ANCHORAGE NCHORAGE NCHORAGE FROM HANGER Li FROM CROSS PER PLAN UCC-SEISMIC ROD CLAMP PER PLAN CC-SEISMIC ROD CLAMP PER PLAN CC-SEISMIC ROD CLAMP 0 PER PLAN o HANGER ROD WAGE M BOLT (PACE Ce, PIPE CLAMP CC-SEISMIC ROD CLAMP CLAMP ;- 0 CJ AND Ce FON NO I SPEIFIC(IF REO'D) (IF REO'D) TNPGNIIMt ON SAID BRACESCLEVIS HANGER0 o O o o 1&8'x 12ge STRUT 1 5/8•x 12ga STRUT LEVIS HANGER 1 5/8•x 12ge STRUT 1 5/8•x12gaSTRUT No. Revision�lssue DateCCB-CLEVIS CROSS BRACE o aSHB-SEISMIC HOOK BRACE PIPE STRAP OR U-BOLT(TYP.) SHB-SEISMIC HOOK BRACE PIPE STRAP OR U-BOLT(TYP.) awe SHB-SEISMIC HOOK BRACE (SIZE PER PLAN) (SIZE PER PLAN) TYPICAL CLEVIS (SIZE PER PLAN) TRAPEZE SUPPORT MEMBER TRAPEZE SUPPORT MEMBER HANGER ELEVATION VIEW THE ANGLE VARIATION HAY INCREASE BEYOND 2.5' UP TO 15- PROVIDED THE BRACE IS p� ELEVATION VIEW ATTACHED TO A PIK CLAMP AND A LONGITUDINAL BRACE OCCURS OPPOSITE THE SKEWED ANGLE Pfo r•O� DIRECTION AS SHOWN BELOW. ELEVATION VIEW aHB-SEISMIC HOOK BRACE lnMc LONGITUDINAL SEISMIC SOLID BRACE GUIDEUNES ALLOWABLE BgACE ANGLE VARIATIONS IN PLAN V 6 (SIZE PER PLAN) FOR DETAIL PAGE C9 Y o ELEVATION VIEW4J182 �@ PK RAID Q11O1 SIE E RMP RISER CLAMP R"P OREGON FOR BRACE ATTACHMENT J7 7 +O• G �qRVy1 0 F ULI L1 0 F-1WI-01 oDHA' FJ(PIRES: 20 PLAN VIEW PLAN VIEW C Ov PTIONAL ATTACHMENT PLAN VIEW Lornlmnsa BRMx Losa,1®eL wA¢ TO CLEVIS CROSS BOLT 4 1'•'ew Nex n "rus•MAK � LONGITUDINAL SEISMIC SOLID BRACE / c� ALL-DIRECTIONAL SEISMIC SOLID BRACE FOR ��TRANSVERSE SEISMIC SOLID BRACE FOR MASON TRANSVERSE SEISMIC SOLID BRACE C9 t r ' INDUSTRIES, INC v r FOR CLEVIS SUPPORTED PIPE/CONDUIT SYMBOL ON PLAN TRAPEZE SUPPORTED PIPE/CONDUIT SYMBOL ON PLAN TRAPEZE SUPPORTED PIPE/CONDUIT SYMBOL ON PLAN -J FOR CLEVIS SUPPORTED PIPE/CONDUIT SYMBOL ON PL/W rmr.oa u raL nAa Lpwmxa Mx rvsoTmn m use TIE Mae v"Numw m rm rax Manufacturers of Noise and Vibration Control Products and Seismic Restraint Systems SHB - SEISMIC HOOK BRACE SEISMIC BRACKET ATTACHMENT TO SEISMIC BRACKET ATTACHMENT TO 350 RABRO DRIVE WOOD JOISTS WOOD JOISTS HAUPPAUGE, NY 11788 PHONE (631) 348-0282 FAX (631) 348-0279 17/32'[14mm) ® GLUED SURFACE FM Finishk7j Hole 111/18 *Strut Attachment Nut must have stamped teeth All parts [�'""') 2101 W. CRESCENT AVE. STE. D paat achieve these values.Rating are based depending ANAHEIM, CA 92801 Electropona attachment to steel Ratings may change ng was ng on abarhment me8lods to concrete.Testing was 1 1 PHONE (714) 535-2727 APRROVED l done by FACTORY MUTUAL(FM Approvals). O X1 " LAG SCREWS 4" � FAX (714) 535-5738 11)(3•)QOM,STAGGERED (8x1 PER COM,STAGGER CENTERED ON THE (1)PER SIDE,STAGGERED (8)PER SIDE.STAGGERED UNDERSIDE OF TOP CHORD Coul0 44at1(s, R2 �O NOTE:Nol to be usetl as a vertical hanger for a2�"X2�"X3�g" L Af equipment,ductwork or piping. IJOIST I-JOIST 48" MAX. SPAN RTo be used as a seismic restraint only. U48•LONG MAX.LENGTH 4x6 BLOCKING 4x1D BLOCKING WITH NOTCHESAGAINST WEBS AND UNDER UPPER FLANGES CUT TO FIT AROUND JOIST FLANGES(MAXIMUM 1/8•GAP) •NOTE.For bads up to 1500 lbs one Strut nut is required,above 1500 lbs Iwo Strut _Nuts are required. SEISMIC BRACKET Wt LAGBS BRACKET W/THRU BOLT(PER PLAN) W/LAG BOLT(PER PLAN)A� 4x10 BLOCKING - BRACING PERPENDICULAR TO JOISTS BRACING PERPENDICULAR TO JOISTS (SEE ABOVE) Installation may VY(13mm)Die.Botts 1 Strut stpan,include Mason SFB rK 2 Required per SHB �,yrs) may be Steel Torque Bolts No 50&abs Angle drilled \ (6o' seerwtebekrw. ByuONers) Longitudinal Bracing a ® o SSBS/SCB BRAC K T Z D® / Nut is k%ked in \ / IJOIST O Iyom gpl, REF. X4 �rn, D required at j Courrtelbare Longitudinal Bracing ® / V Max_Capacity ALLOWABLE HORIZONTAL SEISMIC LOADS W ® MIN.12•LONG BGB/sBBG eRAGRP DETAIL A z � dD 2x6 W/LAG BOLT PER PLAN) "T' ® Strut Attachment ® -F BRACE ANGLE TO VERTICAL(B) UPPER HALF OF OLOCK X Q NN with Stamped ® 30° 45° 60° Tanaverxeand �Teeth(By01Ms) / 390Ibs s0Dm 6o REFERENCE W lbs REFERENCE TJLX INSTALLATION MANUAL Z Longitudinal Bracing ® P ® ® 0 O Transwria Bracing - CO TYPE SHB DIMENSIONS 8 RATINGS ® BRACING PARALLEL To JOISTS 7) Q c FM I 8� (RD)Rad Dla. W A -41• 45•-59' NOTE:REFER TO SEISMIC LAYOUT PLANS FOR ACTUAL SEISMIC REACTION LOAD TO STRUCTURE, t1J (in) (mm) (in) (mm) (m) (mm) / r� F- Ibs kN kg lbs kN kg SEISMIC BRACKET �" -..I SHB-3!8 3/8 10 2 51 2 51 1420 1 6.3 664 1000 4.5 154 W/THRU BOLT(PER PLAN) SHB-1/2 1/2 13 2 51 2 51 1710 7.8 775 1280 5.7 581 Transverse and h >- SHB-5/8 SO 16 21/8 54 115116 49 1520 6.e M100 4.9 499 Lon itudinal Bracin SEISMIC BRACKET ATTACHMENT TO A SHB-3/4 3/4 19 21/4 57 17/8 48 1660 7.4 753 1010 d.6 d71 g g Transverse Bracing BRACING PARALLELTOJOISTS H13C WOOD JOISTS (D F- LLI Z J (D F- Z W LU LU LU TYPE SSBS ANCHORS DIMENSIONS-inches(mm) 2 [Q 0 S¢e A Fm Rod Slurs (n Z SSB&-12 17132 (13) 9/8812 (8813) _ LLI 5�_20 2632 200, ?88314 �,2s28z5� THREADED ROD TYPE UCC WITH STEEL STRUT ASSEMBLY RATINGS 132 0 UC INSTALLATION �\ •A'Hde Die. Rod Maximum Strut Stiffener Maximum L1.I STRUT STIFFENER Size Compressive Max UCC 3/8 in.(10 mm) (n 1 17 •[43] Force Minimum Size S rQ in(mm) n(mM D(mm) MAXIMUM TYPE 17/32•nd]Hae pa. lbs(kN) in(mm) in(mm) in(mm) CLEARANCE O SSB(U)&SSBS ANCHOR RATINGS 2 114•[5 OSHPD Minimum Solid9e Brace Anchor 3/8 425 1 5/8 x 15/8 x 12 Ga 96 28 LL. Mex Torque 1114- [ (Formed SteA) (10) (1.9) (41 x 41 X 2.5) (2438) (711) Ratings on BONS Slze Its(kN) BJbs(N-m) 1275 1 5/8%1 5/8 x 12 Gage 96 38 E(See Notes) SSBS-12 12W W 1/2 (5.6) (41 x 41 x 2.5) (2438) (965) (5.6) (68) (13) 1200 1 5/8 x 1 5/8 x 12 Gage 120 38 SSBS-20,253" W (5.3) (41 x41 x2.5) (3048) (965) 0 -T VERTICAL ROD STIFFENER USING 12ga STRUT (13.4) (68) 1/4 in. SSB(U0 5000W 17/9-[481 1475 1 5/6 x 1 5/8 x 12 Gage 96 48 (6 mm)l (222) p5) 5/8 (6.5) (41 x 41 x 2.5) (2438) (1219) Max.L 1 In. Sse-a (3e s) (200) ��2' (16) 132s 15/8x15/8x12Gage 120 48 (25 mm) Maximum Maximum Max. UU (5.9) (41 x 41 x 2.5) 1 (3048) 1 (1219) }T Min. 2 rn 33/4'[951 ( 3/4 2500 15/Bx15/8x12Gage 144 57 I MAXIMUM SCB Or Support Unbraced Braced UCC Strut z STRUT ATTACHMENT PLATE F (19) (11.1) (41 x 41 x 2.5) (3658) (1448) UCC } PROVIDED WITH SSBU ONLY VVV/// 115116•[49] E(See Notes) SPACING SSB(S) Rod Dia. Rod Length Rod Length Spacing Brace 0 F- SOLID BRACE ANCHOR SizeIn. (in. In. In. Size In. O J (Formed Steel) Size (in.) ( ) ( ) ( ) SSBS-12,20 8 25 x 1-1/2"x 13 UNC 0- Q LOCKING BOLT MAXIMUM MAXIMUM MAXIMUM SCB/H-0 3/8 18 96 28 1 5/8 x 1 5/8 X 12ga 0- TORQUE TORQUE TO 10 ft-lbs 1 in. UNBRACED STIFFENER UNBRACED SCB-1 MAXIMCUM (25 mm) ROD LENGTH LENGTH ROD LENGTH SSB-1 1/2 25 120 38 1 5/8 x 1 5/8 x 12ga F� J TYPE SSB 8 SSBS ANCHOR RATINGS WITH STEEL BRACE MEMBERS Min. SSBS-12 SPACING OSHPD 5/8 31 120 48 1 5/8 x 1 5/8 x 12ga M. Minimum Steel drew Member-in(mm) MAXIMUM Mlnlmam Reangs atMerdmamBrew Length STIFFENER 1/2 25 120 38 1 5/8 x 1 5/8 x 12ga •E Sita lbs(kN) b-u-(1.5 m) T-6•(z9 m) 14'-6•(4.4 m) MAXIMUM SCB-2 g HOLE DIA. ROD LENGTH �+ E 1250 15/8z153Smut 15IBx1`WB51M 1518x31/4Shut UCC SSB-2 •G• SSBS-12 (5.6) (41x4,Strut) (4,x41 Strut) (41z63SWN) MAXIMUM B - 0 SPACING 5/8 31 120 48 1 5/8 x 1 5/8 x 12ga HOLE DIA. 3000 1 5/e z 1 5/8 Strut 1&B x 3 /4, Shut 1 In. 1 in. 3/4 +a+a• SSBS-20.25 (13.4) (41241 Std) (4,x83 Strut) N/A UCC (25 mm) (25 mm) 37 144 57 1 5/8 X 1 5/8 X 12ga / 5000 2x2xl/4Angb 3x3xl/4Argla- 4x4xl/4Argb O SPACING Min. Min. SCB-3 5/8 31 120 48 1 5/8 x 1 5/8 x 12ga SSB(U}3 (22.3) (51x51x6 Argler•(76.7W Argbr• (102x102#1ANle) SSB-3 SSBJ&a ssaa e,z5 3x3x1/4Argle 4xbx,/.Angle sxSxva Angle 3/4 37 144 57 (38.1) Sx76x6Angle) 102x1O2z8 (127`127x10 N t�1E 1_1N• SSBS-25 1 5/8 x 1 5/8 x 12ga ,\ /C '•15/8x31/4x 12ga(41 Tya,SSB3 mm zamrL arnNtl shut may be -1I-/�C�p substituted using the Type SSBU mm x 2,ent. A E (SeeJotes) E(See Notes) TYPE SSB ANCHOR DIMENSIONS-inches(mm) fiixe A B C D E F G H J MASON UCC CLAMP 12ga STRUT SSBU}3 2(51) 31/2(89) 13/4(44) 1 7116(37) 43/4(121) 2(51) 13/16(21) 314(19) 9(229) SSBI 31/8(79) 5(127) 2 1n(64) +15/16(49) 53/4(146) 21/4(57) 1 Stili(M) 1(25) - X5C UCC - SEISMIC ROD CLAMPS RODS WITH SPRING HANGERS RODS SOLID TO STRUCTURE X4 SSB(U) & SSBS - SEISMIC SOLID BRACE FOR STRUT CHANNELS E = 1 1/2 in. (38 mm)maximum for 3/8"(10 mm)to 1/2" (13 mm)diameter rods and E=4 in. (102 mm)maximum for 5/8"(16 mm)to 1 1/4"(32 mm) diameter rods. A minimum of(2)UC Rod Clamps per stiffener member are required. Refer to table to the right for Maximum Unbraced Rod Length, GENERAL NOTES. 1.MASON INDUSTRIES,INC.SCOPE OF WORK IS LIMITED TO THE DESIGN OF SEISMIC BRACING FOR THE SUSPENDED DUCTWORK/PIPING SYSTEM. THE PROFESSIONAL ENGINEER'S SEUL APPEARS ON THIS DOCUMENT ASSUMES RESPONSIBILITY FOR THE VALIDITY OF ONLY THE SEISMIC BRACING ELEMENTS SHOWN HEREON AND NOT FOR ANY ARCHITECTURAL, CIVIL,MECHANICAL,ELECTRICAL OR ANY OTHER ENGINEERING OR DESIGN ASPECT OF THE WORK. 2.CONSTRUCTION SHALL NOT BEGIN UNTIL ALL APPROVALS ARE IN PLACE,INCLUDING APPROVAL OF THIS SUBMITTAL BY OWNER'S AGENTS,CONSULTANTS, AND/OR BY BUILDING PERMIT PLAN CHECK. MASON INDUSTRIES,INC.WILL NOT ASSUME ANY RESPONSIBILITY FOR CONSTRUCTION DONE PRIOR TO THE AFOREMENTIONED APPROVALS. Sheet Masan EO 3409 Dale 418(10 wP S 1 own L Chka -Scale (NONE) Architect Logo: MASON INDUSTRIES, INC THIS DRAWING HAS BEEN REVIEWED FOR SEISMIC BRACING OF THE FOLLOWING UTILITIES: ® SUSPENDED PIPING �'wC�� Engineer Logo: ❑ SUSPENDED DUCTWORK ❑ SUSPENDED ELECTRICAL TRAY/CONDUIT 0REt30N WE HAVE DETERMINED THAT NO SEISMIC BRACING IS REQUIRED FOR THE ABOVE SYSTEM(S) BASED ON THE .27 REQUIREMENTS OF ASCE 7 CHAPTER 13 AND MASON uhlllrr INDUSTRIES SEISMIC RESTRAINT GUIDELINES (OPA-0349). NO OTHER RESPONSIBILITIES IS TAKEN OR IMPLIED CM�- F! WITH THIS CERTIFICATION BY MASON INDUSTRIES, INC. BY: -WL DATE: 4/8/10 NOTES: HTM Logo: HYMRO • T E M P 28465 SW BOberg Wilsonville, OR 97070 .fes U Q N _ ti U) (] G1 -C- O MID cn I- CU U � C6 > >' ao � M M CU U-) O O -� O Lr) LO F-- LL Project Key: 10 11 37,_9. 47' E�1'_3• 2, Project Owner: XXX)()= 34' 6' Project Name: -- Twality MS 7U6106 Project Actress: 14650 SW 97th Ave, z'-11� 1'-s�• Tigard OR 97224 - L - 13•.3• n 11� 3 --- . -- - - - - [7101 Revisions to Sheet: 7116107 "WNS W HS e,_43, Revision Author Date HVR Ol, a'-11J' 8,_51• t„ S ,a'a^ " 8 8•-l0 ' 3'-66 2"HW$ 14'-4" 2"HWR 1}"HWR '.. t}" . . _ 13'-11.. 12 34j 12-4" 7 9 3,—SZ 12•-3.. i2'" " t3•-4.. 'HWR _. _ _-.. . .. "HWR 6104 711-&103 "HWS }"HWS HWS 29,_4• -2J 2'-6j ", "HWR HWS --- 6 13.-2.. " 5' ALL elevations are measure 3_-0 - t3'-11" _�6,_2 T-10a S " 7'-11 2" 12'3.,.. i 12'-11• O I, -__. N6111 ' 13'-6' - 1-0 • 4'-01 $ 13 6 . 1-6� •-6 .� 1'-4J' 1 1 from bottom of insulation. 2"HWS }"HWS 2•_55• ,-10 9 7U-&105 '7—OB J"HWR TU6I10 13'- • _ 1U-&112 7U&113 ___. . _ - _ 1�7U6114 7U6115 r. .. 1 3 93, 45, _.. . .111• 8 8 VIII' IIIIIi � 12''6" 12'-0 • 1—IWS CD 2 15/6 1"HWR Label: 6116 \ LEVEL 01 SECTOR A 12-6 HYDRONICS SEISMIC 34'-6' DRAWINGS LAYOUT rHWR 1U6109 �l 14'-7d' CD Page: 14'-2' ®�m M101 - --- - Project Number: 4' 8' 16005 SCALE 1 /8" = 1 '-0" Architect Logo: MASON INDUSTRIES, INC THIS DRAWING HAS BEEN REVIEWED FOR SEISMIC BRACING OF THE FOLLOWING UTILITIES: EO PROF ® SUSPENDED PIPING �� SNC' Engineer Logo: ❑ SUSPENDED DUCTWORK 4 ❑ SUSPENDED ELECTRICAL TRAY/CONDUIT ! OREGONWE HAVE DETERMINED THAT NO SEISMIC BRACING IS REQUIRED FOR THE ABOVE SYSTEM(S) BASED ON THE 4'gR.27 REQUIREMENTS OF ASCE 7 CHAPTER 13 AND MASON �Oy OMAr*" INDUSTRIES SEISMIC RESTRAINT GUIDELINES (OPA-0349). NO OTHER RESPONSIBILITIES IS TAKEN OR IMPLIED EXPIRES: 20 WITH THIS CERTIFICATION BY MASON INDUSTRIES, INC. BY: -RL DATE: 1 8,' 10 NOTES: HTM Logo: HYoRo ♦ T E M P 28465 SW Boberg Wilsonville, OR 97070 U O u O N 0 ti V O O 0 � U � 0) =� Ca > Qom �+ tiC:) (=) . U) LOCDLf-) Lf-) H 7z L2 Project Key: 5 6 8O90 10 11 3T-9' 47 61'-3' i2 'I ,�-7-, Project Owner: xxxxxx ( i Project 1^HWR 9'-8J' Twality MS ',. 30'-3 ' !! Project Adress -1 ' 14650 SW 97th Ave, 12-r• ;. , 7j' 12-+; Tigard OR 97224 •Iv-7-102 p,_35 2 63 0`93. 1"HVIR 8 Revisions to Sheet: 34'-6' u 4'-11' q•-4�• Revision Author Date 17U-7-104 7'-91' 9;-02' d - -. ED -7-fro TIJ-7-117 4'-5� 3'-10J' ,,_07. _ ,. t}^ 12•-1i" 3,_51. `3 � 0•_7, • 1. �' *Ms 1}"� 6R 3-06, 3�' 1}" ALL elevations are measure q O , 1•-1 /� - j ,;" 12•-3" M7-,0➢ 1U-7-17[13.-10" +2'.'•" R 1z•-11' 'N-7a11 1U-7-uz ,Y•.11}• insulation.' I } from bottom of Waitlng on AIE team -_ ! response fA HTM RFI " 1 i�l �. . I N-7-1063 S UP N-7-108 3 U � 13'-10"1"NWS 2"MS HWR - HWRCOP: '-3• a 391WR 3'HWR /� 2•'HWR '--1- S HWS COP: flIYYR 1"HWR •_93• 29,_4. 12.2.. 2'-30 7U-7-113 1V-7-114 3'-94' L58 • V3-HWS I'-7b +z._, .• 3"� 3"HW rM7 1�, _. ---' CD Label: TU_7.1p5 � LEVEL 01 SECTOR B CL tlevatiow �-7.15 ,�,-16 HYDRONICS SSEISMIC DRAWINGS -11 A1'_8• � _ I - -- H LAYOUT .p-67. -.88'-10 _7'�• 4 4"NWS CD Page: .�,WR ; ® m M101 +3•-3}'•« s I 23•_2 r Project Number: 4 8' 16' 16005 34" 6' SCALE 1 /8" = 1 '-0" Architect Logo: 5 6� 7 O (9 B' --10-6 37'-9' 'T 1-3' MASON INDUSTRIES, orJuofs Inc. Manufoc4mers o/VOmlion conrrd Pr NYMalll.lO Atltl Drive PO 82141 a,S escar 1,NY trite 1787 350 uge Drive 2101 W Cisairl C A92 Suite O SEISMIC BRACING SUMMARY FOR SUSPENDED PIPING Hauppauge, 02 11988 Ana 14/5,CA 927 0363IM8-02 ]t 4/53535-67 Hauppauge 63t/34Indco FAX 714/535-5738 InfoaMeson-Ind com InfoaMasorrAnatreim com Engineer Logo: PROJECT:TWALITY MS Reference Design Code.ASCE 7 CUSTOMER:MASON OREGON MAX.SEISMIC'g'FORCE= 0.23 (ASD) MASON EOk:34017 Ap=2.5 RP=6.0 Fp=0.4•Ae'Sds'Ip'n-2'Lh)Rip'0.7 DATE:4182020 Ip'1 00 ;,=2 Fp shall not be greater Than 1.6'Sdsnp'0.7 DWI:WL CHKD: GR SEs=066 h=2 and less than 03'Sds'Ip'07 q -- - - - _ - --- - - _.- __- DWG.NO.-. M3.02 STRUCTURE: Wood Max.Utility Mason Tn��ry Seismic Component Seismic Bracing Maxamum Brace Minimum Seismic Reaction Loads to Structure Total Tension - ----- - -- — ----- —_-- ID• Pipe Size Weight Seismic Seismic Lag Bob(A307) Details Brace Angle ConnectionataIHanger Load on Support (IbsMu Bracing KO Dlstance(ft) Upper Bracket Lower Bracket SLUR CCB (Ref PS-1) Ratio (Ref P$1) Support Size Tension ubs) Shear(lb.) Rod(lbs) 1 4" 18.3 S12A 20 SSBS-12 SH&518 Na Na 1/7'X4" C7/088 C9 1:1 H13IH13c 5/8 84 84 284 2 4" 18.3 S12A 20 SSSS-12 SHB-W Na Ne 12"X4" C7/088 C9 1:1 H13IH13c 518 84 84 284 3 4• 18.3 S12T 20 SSBS-12 SHB-518 this Na li' X4• C7/CB 1:1 H7311473c 518 84 84 284 4 4• 18.3 S12T 20 SSSS-12 SEll Na n/a ,/2•X4' C7/CB 1:1 11131H13c 518 84 84 294 5 1 4" 18.3 S12A 20 SSBS-12 SHB-518 Na Na 12•X4• C7/C88 C9 1:1 H13M13C 518 84 84 284 fel - 6 4' 18.3 S12A 20 SSSS-12 SHB-5/8 Na we 12'X4" C7/088 C9 1:, H73M13c 5/8 81 & 284 GENERAL GENERAL 7 4 ,8.3 3,27 2g SSBS-12 SHB5o8 Na Na 2X4 C7/C8 1:1 H13M13c 5/8 84 8, 284 SCIENCE 8 4" 83 5127 20 Si SH&510 rile rile 112'X4" C7/C8 1 H73M73c 5B 8t 81 284 SCIENCE ® CLASSROOM CLASSROOM GENERAL G Notes: CLASSROOM i.This drawing has been modified from its original version by Mason Industries to include seismic bracing locations,bracing components,seismic and gravity loading information HTM Logo: CLASSROOM o A203 A204 CLASSROOM CI-/ for the suspended piping system shown. The Professional Engineers'seals appear on this document assume responsibility for the validity of only the seismic bracing elements, 34'-6• q'200 A202 A205 point load data and not for any Architectural,Civil,Mechanical,Electrical or any other engineering or design aspect of the work. H Y R (Cw\ D r 2.Construction shall not begin until all approvals are in place,including approval of this submittal by owner's agents,consultants,and/or by building permit plan check. Mason Industries,Inc.will not assume any responsibility for construction done prior to the aforementioned approvals. • T EE M P CIENCEG 28465 SW Boberg SYMBOLLEGEND- SYMBOL LEGEND-GABLE -� I - PREP SOLID BRACING BRACING I✓Q ISI I Q\II {� A201 � �,E� ��% Wilsonville, OR 97070 NI-0neclw,wle2a m, Rills.-III— 1 \ Tapaza wogn5 T,aaeze w�. V /L >* I it rrah5.arse ars«r« aw�eciaw sre�mr �jl OREGON rrTiame al :Han �p raaaze Hcla.,5 Ha�eaa5 Trslx:e wagers FAD 3 — — q 27 OB 18 7U6205 TU620S TU-&203 TU6202 TU-&201 °j rreaearsa saes mr ueTmnaale.aee,a, O 7U6207 s_s ' IU-6-2D6 „Snx a��ro, g -i' I i GmaHen LongRUEmaI B.ace b. CIaYS Hangers TRpate HengmS EXPIRES: � '1tl HWS Hws "tlws Hws ors g ars "HWR .. R 12' It�' "F,WR 13'_71. "HWR - 6 v 0 1U6209 1' 93� 1},}HWR-- 1 11}'HWR O NWR -2 y 1. }"HWS. a UB ELEC 29'-4' ART 1ollaha - IOM ILET - SUPPLY/ 1'-1�' 2 s A215 EXTENDED v J wN A214 z} UB ELE u A216 LEARNING X STORAGE ,}"HWR 2 R 7a SUP 9 "HWS "HWS . "HWS ■ A224 DOWN Za "HWSLEARNING A207 "HWR "HWR $$ 7-308' 3"HWS - VIV "I3 HWR u 2 "HVWR 1-7 I'I 7�3 706216 }_+ 0 X X 6 11liM � �" 3" C BOYS 1 HwWR '.I TU-6-219 _ 7ubzm 1'-2� 21s ■ O X X C TU6221 106222 I RESTROOMX X X X X L A218 C 1-a7� la'-1 � X X TUs21 Ilix-1— 7U6209 3'-0 ' g .� X 711421 Bid GENERAL X F- Lal_ GENERAL CLASSROOM GENERAL Project Key: AA ERSPA CLASSROOM A210 GENERAL CLASSROOM STOR. A211 CLASSROOM g208 34'-6' { A226 SMALL MALL A209 III It GROUP GROUP CLASSROOM CLASSROOM 1S3 A213 4212 3'_10 ' DDi " - - -9g I Project Owner XX ,I !I' i� ALL elevations are measure from bottom of insulation. TEM/CT it Project Name: STORAGE A228 3"t+Ws Twality MS 1 3"HWR Project Adress. j J 6"2" j"Ell O �! 14650 SW 97th Ave, }"HWR ilk Tigard OR 97224 Tu -21 3'-9j' 4 2 ' 4"HWS AL 1twR Revisions to Sheet: I D 3, 7 , 3,_21a A21 TU6211 2 Revision Author Date CE i }..7s H ] "HWR 711 "48 1t..HWS O 1"HWR 3 7U&213 1. OFFICEI "Hws "HWR B225 i, TEST. 6 B229 6 IS I! Ij CD Label: 4"HWS LEVEL 02 SECTOR A TOILET 4'hli HYDRONICS LAYOUT 6230 7'-9j' 8/-2 F C 7116214 - - - I"HWS -__- g'HWRiL 7 UV H CD Page: SMALL ;ryP 1 m 102 GROUP ELD 11 8201 BY02 GENERAL GENERAL GENERAL GENERAL 11, CLASSROOM CLASSROOM CLASSROOM CLASSROOM Project Number: O 4' 8' 16' 16005 - 8203 6204 6205 *206 9 -9; SCALE 1 /8" = 1 '-0" Architect Logo: MASON INDUSTRIES, Inc. Manuzaclurers of Vibration Control Proeucts Nv lu.,rny are anc-vo e"'i smrmrown,xv 11787 350 .Dnve 2101 W Crescent Ave,Suite D SEISMIC BRACING SUMMARY FOR SUSPENDED PIPING Hauppauge,NY 11780 Anatreim,CA 92801 631/348-0282 714/5352727 FAX 631/348-0279 FAX 714/5355738 IntoQMason-Ind cam Info@MasonMaheim com PROJECT:TWALITY MS Reference Design Code:ASCE 7 CUSTOMER_MASON OREGON MAX.SEISMIC'g'FORCE= 0.23 (ASD) MASON EO#:34017 Ap=2.5 Rp=6.0 Fp-0AAp'Stls9p'(1+2'z/T)1Rp'07 DATE.4/82020 Ip=1.00 z=2 Fp shall not be greater than 16-StIl7 DWN:WL CHKD: GR Boa=066 h=2 land less Man 03'S 1p•0.7 Engineer Logo: DWG.NO.: Fill STRUCTURE. Wood Max.Utilny Mason Tributary Seismic Component Seismic Bracing Maximum SM. Minimum Seismic Reaction Loads to Soul Total Tension Seisouc Connection ID# Pipe Size Weight Seismic ra Lag Bob(A307) Details Bal Angle Hanger Load on Support (lbs/ft) n Braced Details Bracig Kit Distance(it) Bracket SLOB Upper Bracket Lover BraSLOB CCB (Ref.PS-1) Ratio (Ref.PS-1) Support Size Tension(lbs) Shear(lbs) Rad(lbs) 1 4" 183 S12T 20 SSBS-12 SHB-5/8 Na Na 1/2"X4" C7/C8 1:7 H13IH13C 5/8 84 64 284_ _ 2 4" 18.3 S12T 20 SSBS-12 SHB-5/8 Na Na 1/2'X1" C71C8 1:1 H13M13C SI6 84 84 284 3 4" 18.3 S12T 20 SSBS-12 SHB-51 Na Na 12'X4" Vice 1:1 H13/l 5/8 84 84 284 _ 4 41 18.3 S12T 20 SSBS-12 Brill Na n/a 12'X4" C7/08 1:1 H13A tl 5r8 84 84 284 5 4" 18.3 S12T 20 SSBS12 SHB-58 Na Na 12'X4' C7/C8 1:1 H13IH13C 518 B4 84 284 6 4' 1 18.3 S72T 20 SSB&12 SHB518 net Na 10)(C C7fC8 1:1 H13M13c 518 84 84 284 7 4' 78.3 S72A 20 SSBS-12 SHB-518 all has 72"X4' CT/CB&C9 1:7 Hi3M13c SB 84 8♦ 2B4__ 8 P 78.3 512-0 20 SSBS-12 SHB-518 n/a Na 1114" C7/C8&C9 11 H13IH13C 518 84 1 84 284 Notes: 1.This drawing has been modified from its original version by Mason Industries to include seismic bracing locations,bracing components,seismic and gravity loading information for the suspended piping system shown. The Professional Engineers'seals appear on this document assume responsibility for the validity of only the seismic bracing elements, point load data and not for any Architectural,Civil,Mechanical,Electrical or any other engineering or design aspect of the work. 2.Construction shall not begin until all approvals are in place,including approval of this submittal by owners agents,consultants,and/or by building permit plan check. Mason Industries,Inc.will not assume any responsibility for construction done pnor to the aforementioned approvals. HTM Logo. SYMBOL LEGEND- jI�1 I - SYMBOL LEGEND-CABLE H Y ® M O � SOLID BRACING 1 1 1 BRACING i-�� I PR • T E M P All-0recllonal Brace Be All r,�ireal secs lw �� O TAP_A Hangers Mangers 4 82 28465 SW Boberg Wilsonville, OR 97070 70 �, OREGON GON N-pgMVWBrx.M „mrv'm;6,ax,w AL-aenlBxm rs erw Terna.ersBa .., C..HMT. Trial Xan9m Class HeMare 1r,i,:,angers V qR.Y7 1 DHnr�' _U Trenspf.Bace er l.ongnaain.l a.a ra lranswrse erary lar LonggMlna Borsefor EXPIRES: 20 L eb.N Hslpw. Trapue a.,— clam Han98ra lrapeY hearse, O Cas J V O U) SPED SPED 3'-7 3'-212 A21 Tubzn OFFICE OFFICE 6222 B223 H1N$ H ` Co X }"HWR cu -08" 11Jfr212 = O X x L4 H .HALL 41 twm-/ }1nxR c X X X 8224 X X SPED CONF. N4213 L XX X 6227 e' Ijxi }"Hws ITIN. OFFICE ITIN. OFFICE X X X X X X 8226 8225 V X I — LL I Project Key: I TEST. I B229 i Ill Ill l I 20'-6' FUNCTIONAL ROOM 8228 _ 4"HWS TOILET VHWR _ l 6230 7'-9j' a F __ - _ __ __� _ _ - - - - - - ------ Him HWS CONF. SMALL Project owner: B231 RECORDS REGISTRAR BOOK- GROUP ELD XXXXXXX 9232 8233 KEEPER 8201 B20Y GENERAL GENERAL GENERAL GENERAL B233 CLASSROOM CLASSROOM CLASSROOM CLASSROOM 34'-6' B203 B204 6205 8206 1"HWR '-9 OFFICE H TIJ-5-202 8237 B234 1 3'-3J' 2'-958 -5-203 8 _ I -1' TUDENT -Mws 7 rr ` � t _ !: Project_51 ,Ile 1U7202 .N-7-2M ITIN. OFFICE RESTROOM 216 s,-6�• Twality MS OFFICE sz� }" 3,_1 B235 TU-7-201 B213 a 1 "� 9a ® Project Adress: o • t"HW 4'-07. 4'-61' -.- R B Z 2 2 ___- _ 6238 '1"HWR 9 1 e 1"Hws --- 14650 SW 97th Ave, G - e'-s s 6 8200 3 , Hws OV 8 lU07nra2ns TU7206 111-7297 1U-7-21Tigard OR 97224 PARENT/ CONF. 1}"Hws Tul KIT HEN OLUNTEER 8243 }"Hws 1 }" 241 6242 r-28 _2 , CP, s - -- 11-Kii Is 4 R 5 M 7 �� _ __ _ Revision Author Date I'-6 S 27,wR I I ,. I "Hws COST. Items H L �� 1�. 1}" �" 2"HwS 6_lt' z rRVR 6214 4 }HWR HwR 6'-1 '-6 7}^FIYYS 1}"MWS 29 4 B N-5210 '-7 -- 1}" CONE ' HALL 3' '"-1 _ �.__ -1 "Hill }"HwR L_— B240 2'-u� 1 1,Ws 6244 1"HWR 111-1211 1U-7- 1}"HWR Z }"HWR 2'-68 _ . . .__--: -- 9$' UP to RTU-W7 - il 71 LN% OILET r Hill —tHWS " sTOILET 8246 HEALTH HWVR HWR 8'_63' s 6- .4 s 114B245 1U-2-209 247 C ! _ _ _ 1U-7-218 7_3 1T1-7-211 7U-7-212 H - III ul in Ir- un Ld - SUPPLY 1 STAGE _ - -- --_ 7 4 6P.A.S.S.250 STORAGE SUB ELE i � s ASSOC. � � 8212 ALL elevations are measure PRINC. 1a� PRINC 8218 8219 ;l B248 251 from bottom of insulation. , SCIENCE GENERAL GENERAL GENERAL ASSOC. CLASSROOM CLASSROOM CLASSROOM 34'-6' 3•-0 - --- PR - -- �_- - -�_ � _- STAGE 2211 CLASSROOM 8209 B208 CD Label: SECRETARY B252 STORAGE 8210 LEVEL 02 SECTOR B -- - B254 e -18 o RECEPTION STAGE 8220 HYDRONICS LAYOUT ,_ a' 6249 B221 tL CUH-20111 s� SECRETARY ELEV. B253 N CD J – -- ------_ g Pa e: Project Number '5' '4'-6' ^7'-3' 'a' 0'-6' 37'-9' 7' 61'-3' 0 4 8' 16' 16005 O O CO O O CO O100 mill I3/25/2020 SCALE 1 /8" = V-0" Architect Logo: MASON INDUSTRIES, INC THIS DRAWING HAS BEEN REVIEWED FOR SEISMIC BRACING OF THE FOLLOWING UTILITIES: ��,FA PR ® SUSPENDED PIPING ❑ SUSPENDED DUCTWORK /C 4 El SUSPENDED ELECTRICAL TRAY/CONDUIT OREGN Engineer Logo: WE HAVE DETERMINED THAT NO SEISMIC BRACING IS REQUIRED FOR THE ABOVE SYSTEM(S) BASED ON THE �gR.27 1 REQUIREMENTS OF ASCE 7 CHAPTER 13 AND MASON INDUSTRIES SEISMIC RESTRAINT GUIDELINES (OPA-0349). NO OTHER RESPONSIBILITIES IS TAKEN OR IMPLIED L� =� WITH THIS CERTIFICATION BY MASON INDUSTRIES, INC. BY: 41, DATE: 4/8/10 NOTES: HTM Logo: HYMRO • T E M P 28465 SW Boberg Wilsonville, OR 97070 U O '� t vO ALL elevations are measure v' 0 � U from bottom of insulation. Cn ._ C CU X F CIOI 17-1 17-1 �I r Project Key: L - - 7J — CHOIR CHAIRITABLE n IFd 11 1J _ OFFICE & STORAGE STORAGE D201 D200 Li r-u ,'-531' M9F J F A U, - - Min - - a TOILET & 2,19' r,wR ftm ALL 2,H,M E201 E205 s"Hws a-s 200 ( (nl O - z•_to z u SE RY 1_ CHOIR ,}"HwR 1S 13'-106' 6- 3 3 13'-5J to' ' - t r- ' , � � Project Owner: "Hw COST. XX)OCXXX - - VMS - LOCKER H s•-o1b• H D2 44 LL a•303 �-302 z•-7 GIRLS ROOM to 203 3-toJ� RESTRO E209 r a-3 E204 4. J KITCHEN D215 MULTI USE DRAMA SPACE CLASSROOM E212 Project Name: Twallty MS OFFICE - 3•-z DRY STOR. E203 - 2" R 2'HWS Project Actress: 6222 - --- 14650 SW 97th Ave, WALK IN GIRLS 1 '-,I-HW Tigard OR 97224 REF. LOCKER � _ ROOM [216 E202 - Revisions to Sheet: ORCHESTRA - - [204 Revision Author Date L.2 — PRACTICE _ - D210 3203 - HAI f WALK IN - tA FREEZE R U D217 s•_e�• INSTRLMOT a PRACTICE STORAGE '-76' M SC �4' - --- 1—=--= ,"HWR D2 55 5_8, 4)' 5'-10J. 61 S D22 .'HWR 5'-tJ' �I 1U3206 7-5 5_4 �I �� _ Q'-301 3 5' ,"HWS08 7— CD 212 ,. MM 0 0 I' 6220 a 1 D218 I 33-0b— U11- CD 3'o ' 3a 9a' ( 1 j CTICE OFFICE ID WER ROOM _ U 11- l ---- -- --- CD Label: - - LEVEL 02 SECTOR D su C. t ' & E HYDRONICS 209 L.3 a w Page: BAN - _ M102 D20 7 - 31'-3' 15' W-6' 7'-3' 1"' 8 0'-6 371-9• 7• Project Number: �, 4' 8' '6' 16005 3/25/2020 SCALE 1 /8" = 1 '-0"