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Specifications (16) /KCc2O, - / 7/ E r"8CO SW 67* MA /6a AMERICAN HEATING VAV BOX ATTACHMENT TO CONCRETE OVER METAL DECK STRUCTURAL CALCVLA'I'IONS • MECHANICAL ATTACHMENT: MA1-MA13 SKETCHES: VAV1A VAV1B let .N" (16 PAGES TOTAL INCLUDING COVER SHEET) y� 4� ,r RECEIVED `'t t�" ` � SEP 17 2019 sIGNAL`•Sys. CITY OF TIGARD BUILDING DIVISION •`nLCTv c4-p(/j} fib, �j ^..��,eY a '/ e it .4e /`�,�,i 1✓ August 15, 2019 jir ' c`'' PROJECT NUMBER: 190237.01 �' -0 13 '1." -/ 61 4 ARC HIT EC I URE - ENGINEERING U PLANNING INTERIORS LANDSCAPE 15895 SW 72ND AVE SUITE 200 PORTLAND,OR 97224 PHONE:503.226.1285 FAX:503.226.1670 INFO@CIDAINC.COM W W W.CIDAINC.COM MR j CIDA Standard Mechanical unit Attachment RNH TEL: (503)226-1285 VAV Box 8/15/2019 FAX: (503)226 1670 MECHANICAL UNIT ATTACHMENT-LATERAL FORCES VAV Box Hung below floor framing Wp:= 1501b Weight of unit L:= 24in Length wm:= 18in Width of unit hm:= 18-in Height of unit SEISMIC PARTS AND PORTIONS (Portland, OR 97229) Mapped Ss:= 1.073 site class=D Adjusted Maximum Fa:= 1.07 Sms:= Fa Ss Sms= 1.15 Design 2 SOS •Sms SDS =0.765 USE SDs:= 0.85 CONSERVATIVE FOR PORTLAND METRO AND VANCOUVER WAAREAS h:= 10 z:= h•0.75 Assumes maximum 4-story building with box under 4th floor Ip:= 1.0 ap:= 2.5 Rp:= 6 Values for air side HVAC per table 13.6-1 ASCE 7-10 0.4•ap•Sips•lp Fp:= 1 + 2.— •Wp Fp= 53.12lb 0.7•Fp= 37.191b Total seismic Rp h Fpmm - 0.3 SDs-I Wp Fpmm= 38.25lb 0.7•Fpmin=26.771b Total seismic 0.2•SDs•Wp=25.5 lb E:\adcadd119100000-2019 Mechanical Units10237.01 American Heating Standards 2019\Structural1VAV BOX \CONCRETE OVER METAL DECK /0/12 CIDA Standard Mechanical unit Attachment RNH TEL: (503)226-1285 VAV Box 8/15/2019 FAX: (503)226 1670 VERTICALATTACHNENTOF VAV BOX TO UNDERSIDE OF CONCRETE DECK(PT or CIP) W Pcomer= 4P comer= 37.5 lb Vertical load to corner - supportfrom dead bad h,,, Mot Fp. 2 Mot Preis Wm 2 Preis= 13.28 lb Vertical load to corner support from seismic overturning ASD loads for attachment to unit 1.0D+0.7E, 0.6D-0.7E 0.2SDs•Wp PI Pcomer + 0.7 4 + Preis PI =51.26 lb Maximum vertical load 0.2-SDs•WP \lI P2:= 0.6-Pcomer 0.7. 4 + PseisI P2=8.74 lb Minimum vertical bad>0 no compression in vertical support Try(1)#10 SMS at box(20ga minimum 22ga hang inq strap) VValk), P 1041b U:= t U= 0.49 <1.0 OK Use(1)#10 SMS at unit for vertical hanging Vaiioa• strap attachment— Alternate:use 3/8"dia threaded rods for vertical support - attach to unit per manufacturer LRFD bads for attachment to concrete 1.2D+1.0QE, 0.9D-1.OE 000NC 2.5 1 Pluu I.2•Pcomer+ I.0-(0.2-SDs•Wp 4 + cicoNc.Pscis l I 1 P1uit= 84.58 lb Maximum vertical bad 0.2-Sps.WP 1l11 //J P2ult 0•9'Pcomer- 1.0. 4 + PseisI I P2ult= 14.09 lb Minimum vertical bad>0 no compres vertical support Try 3/8"x 1 5/8"errted Simpson Titen HD rod hanger at support E:\adcadd\1 9100000-2019 Mechanical Units\0237.01 American Heating _ Standards 20191Structural\VAV BOX \CONCRETE OVER METAL DECK M43 CIDA Standard Mechanical unit Attachment RNH TEL: (503)226-1285 VAV Box 8/15/2019 FAX: (503)226 1670 LATERAL BRACING OF VAV BOX Box is braced by splay splay wires at 45degrees vertical and horizontal each corner(4)total. Twire:= Zp'V 21/2 Twire= 53.13 lb LRFD for attachment to concrete Tult:= QCONC'Twire Tult= 132.81 Ib Tult Vert:= — Vert =93.91 lb Vertical component of wire force Tult Horiz:_ Horiz=93.91 lb horizontal component of wire force 2 Try 3/8"x 1 7/8"enbed Simpson Titen HD anchor at each wire ASD for attachment to unit(0.7E) TASD:= Twire'0.7 TASD=37.19Ib Ven_asd:= T rD Ven_asd=26.3 lb Vertical component of wire force 2 TASD Horiz_asd:= r Horiz_asd=26.3 lb horizontal component of wire force 12 Try(1)#10 SMS at box(20oa minimum) Vallow:= 1401b ;um:= 661b U Vert_azd + Horiz_asa U=0.59 <1.0 OK Use(1)#10 SMS at unit for wire attachment Vallow Tallow 1/8"ARCRAFTCABLE: TALLOW:= 3401b 0.7 Ttvire Ucable:= Ucable=0.11 TALLOW E:\adcadd\19\00000-2019 Mechanical Units\0237.01 American Heating Standards 20191Structural\VAV BOX \CONCRETE OVER METAL DECK /i14 SIMPSON Anchor DesignerTm Company: CIDA Date: 7/25/2019 Engineer: Rebekah Huschka Page: 1/5 Software Project: Version 2.8.7094.26 Address: 15895 SW 72 Ave Phone: (503)226-1285 E-mail: rebekahh@cidainc.com 1.Project information Customer company: Project description: Customer contact name: Location: Customer e-mail: Fastening description: Comment: 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318-11 Concrete:Lower flute,Soffit of sand-lightweight units:Imperial units concrete over metal deck(1-3/4"flute width) State:Cracked Anchor Information: Compressive strength,fc(psi):3000 Anchor type:Concrete screw Wc,v: 1.0 Material:Carbon Steel Reinforcement condition:B tension,B shear Diameter(inch):0.250 Supplemental reinforcement:Not applicable Nominal Embedment depth(inch): 1.625 Anchor installed offset:No Effective Embedment depth,hm(inch):1.190 Code report: ICC-ES ESR-2713 Anchor category:1 Anchor ductility:No hmm:See Figure 1 Cmm(inch):2.38 Smm(inch):3.57 Recommended Anchor Anchor Name:Titan HD®Rod Hanger-THDB37158RH(1/4"shank83/8"rod),hnom:1.625"(41mm) Code Report:ICC-ES ESR-2713 a tr i .. Omega of 2.5 is included in loads Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Sirapsan Strong-T inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com AA 5 SIMPSON Anchor Designer MI Company: CIDA Date: 7/25/2019 Engineer: Rebekah Huschka Page: 2/5 rro, Software muurivae Project: Version 2.8.7094.26 Address: 15895 SW 72 Ave Phone: (503)226-1285 E-mail: rebekahh@cidainc.com Load and Geometry Load factor source:ACI 318 Section 9.2 Load combination:not set Seismic design:Yes Ductility section for tension:D.3.3.4.3(d)is satisfied Ductility section for shear:D.3.3.5.3(c)is satisfied Do factor not set Strength level loads: Nu.[Ibi:85 V..ilb7:0 Vu.y[lb]:0 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. S:mpse+^.Strong-?':e Company€no 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com MA�o SIMPSON Anchor Designerim Company: CIDA Date: 7/25/2019 Engineer: Rebekah Huschka Page: 3/5 r,si,r� Software Project: � a T , i Version 2-8.7094.26 Address: 15895 SW 72 Ave Phone: (503)226-1285 E-mail: rebekahh@cidainc.com <Figure 1> • 1 / � 4 i �`6.00 [inch] f "x" // f z f -17 v.., 1 0 f 7 / 'It it / / // 8 1 i i ti a. ,'j -- 6 4 / 5 ......__...i 1 85 [lb] - 1 =Min.3/4"(19 mm) 2=Min.3 1/4"(83 mm) 3=Min.1 1/2"(38 mm) 4=Min.20 gauge(0.889 mm)profile metal deck 5=Anchor 6=Max 1/4"(6 mm)offset 7=Lower flute(ridge) Min.1 3/4"width 8=Upper flute(valley) Min.3 1/2"width Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Sio psn Strong-Le Ccraany lec. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.stronglie.com tw4Z SIMPSON Anchor Designer'"' Company: CIDA Date: 7/25/2019 Engineer: Rebekah Huschka Page: 4/5 StrongtheSoftware Project: Version 2.8.7094.26 Address: 15895 SW 72 Ave Phone: (503)226-1285 E-mail: rebekahh@cidainc.com 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, N.(Pb) V...(Pb) V..Y(Ib) J(V,..)2+(V.y)'(Ib) 1 85.0 0.0 0.0 0.0 Sum 85.0 0.0 0.0 0.0 Maximum concrete compression strain(%.):0.00 Maximum concrete compression stress(psi):0 Resultant tension force(lb):0 Resultant compression force(Ib):0 Eccentricity of resultant tension forces in x-axis,e'n.(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'NY(inch):0.00 4.Steel Strength of Anchor in Tension(Sec.D.5.11 N.,(Ib) 4 #N..(Pb) 5195 0.65 3377 6.Pullout Strenoth of Anchor in Tension(Sec.D.5.31 0.750Np.,=0.750nvz.Np(f,/3,000r(Sec.D.4.1,Eq.D-13&Code Report) 'fav A. Np(lb) P.(psi) n 0.750Nv„(lb) 1.0 1.00 420 3000 0.50 0.65 205 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Ile Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.90DD Fax:925.847.3871 www.slmngtie.com g6 SIMPSON Anchor DesignerT" Company: CIDA Date: 7/25/2019 Software Engineer: _Rebekah Huschka Page: 5/5 stroneme Project Version2.8.7094.26 Address: 15895 SW 72 Ave a Phone: (503)226-1285 E-mail: rebekahh@cidainc.com 11.Results 11.Interaction of Tensile and Shear Forces(Sec. D.7)7 Tension Factored Load, N.(Ib) Design Strength,eNn(Ib) Ratio Status Steel 85 3377 0.03 Pass Pullout 85 205 0.42 Pass(Governs) THDB3715BRH(1/4"shank&3/8"rod),hnom:1.625"(41mm)meets the selected design criteria. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Sampson Srong Co-vary Inc, 5958 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 wwwstrongte.com • AtAq SIMPSON Anchor Designerlm Company: CIDA Date: 7/25/2019 " �, Software Engineer: Rebekah Huschka Page: 1/5 Project: Version 2.8.7094.24 Address: 15895 SW 72 Ave Phone: (503)226-1285 E-mail: rebekahh@cidainc.com 1.Proiect information Customer company: Project description: Customer contact name: Location: Customer e-mail: Fastening description: Comment: 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318-11 Concrete:Lower flute,Soffit of sand-lightweight Units:Imperial units concrete over metal deck(4-1/2"flute width) State:Cracked Anchor Information: Compressive strength,fc(psi):3000 Anchor type:Concrete screw Wcv:1.0 Material:Carbon Steel Reinforcement condition:B tension,B shear Diameter(Inch):0.375 Supplemental reinforcement:Not applicable Nominal Embedment depth(inch):1.875 Anchor installed offset:No Effective Embedment depth,h.i(inch): 1.230 Code report:ICC-ES ESR-2713 Anchor category:1 Anchor ductility:No hmm:See Figure 1 C.r"(inch):2.46 Smm(inch):3.69 Recommended Anchor Anchor Name:Titan HD®-3/8"0 Titan HD,hnom:1.875"(48mm) Code Report:ICC-ES ESR-2713 444 ✓ a Omega of 2.5 is included in loads Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Sampson Strong-Te Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.slrongtie.com MAID Company: CIDA Date: 7/25/2019 SIMPSON Anchor Designer"" Software Project: Rebekah Huschka Page: 2/5 Project: is Version 2.8.7094.24 Address: 15895 SW 72 Ave Phone: (503)226-1285 E-mail: rebekahh@cidainc.com Load and Geometry Load factor source:ACI 318 Section 9.2 Load combination:not set Seismic design:Yes Ductility section for tension:D.3.3.4.3(d)is satisfied Ductility section for shear: D.3.3.5.3(c)is satisfied Do factor:not set Strength level loads: N.(lb]:94 Vuat(Ib]:0 Vu.Y[lb]:94 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com MAti SIMPSON Anchor Designer Company: CIDA Date: 7/25/2019 Software Engineer. Rebekah Huschka Page: 3/5 Project: Version 2.8.7094.24 Address: 15895 SW 72 Ave Phone: (503)226-1285 E-mail: rebekahh@cidainc.com Figure 1> 6.00 [inch] 2 l , 3 / 94 [lb] 7 / 8 • 4 / / 5 ', 94 [lb] 1 =Min. 1/2"(12 mm)for Strong-Bolt 2 Min.3/4"(19 mm)for Titen HD,Titen HD Rod Hanger and BBMD 2=Min.1 1/2"(38 mm)for Strong-Bolt 2 Min. 1 1/2"(38 mm)for Titen HD and Titen HD Rod Hanger Min.3 1/4"(83 mm)for BBMD 3=Max.3"(76 mm) 4=Min.20 gauge(0.889 mm)profile metal deck 5=Anchor 6=Max 1"(25 mm)offset for Strong-Bolt 2 Max 1"(25 mm)offset for Titen HD and Titen HD Rod Hanger Max. 1 1/4"(32 mm)offset for BBMD 7=Lower flute(ridge) Min.4 1/2"width 8=Upper flute(valley) Min.4 1/2"width Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Sirnpsen Stropr. -Tie Company!nc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3B71 www.strongtie.com AO 12 SIMPSON Anchor Designer TM Company: CIDA Date: 7/2512019 � ». Engineer: Rebekah Huschka Page: 4/5 stranamie Software Project: Version 2.8.7094.24 Address: 15895 SW 72 Ave Phone: (503)226-1285 E-mail: rebekahh@cidainc.com 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nu.(Ib) V..x(Ib) V..r(Ib) 4(V..)2+(Vwy)'(Ib) 1 94.0 0.0 94.0 94.0 Sum 94.0 0.0 94.0 94.0 Maximum concrete compression strain(%.):0.00 Maximum concrete compression stress(psi):0 Resultant tension force(Ib):0 Resultant compression force(Ib):0 Eccentricity of resultant tension forces in x-axis,e'nx(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'µy(inch):0.00 Eccentricity of resultant shear forces in x-axis,e'vx(inch):0.00 Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 4.Steel Strength of Anchor In Tension fSec.D.5.11 N..(Ib) ¢N..(Ib) 10890 0.65 7079 6.Pullout Strenath of Anchor in Tension(Sec.D.5.3) 0.75¢Np,=0.75565%r1.Np(PJ3,000)^(Sec.D.4.1,Eq.D-13 8,Code Report) Soap A Np(Ib) P.(psi) n 0.750Np„(Ib) 1.0 1.00 375 3000 0.50 0.65 183 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. S,snpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Al Company: CIDA Date: 7/25/2019 SIMPSON Anchor Designer"" SOftWare Engineer: Rebekah Huschka Page: 5/5 StroneieProject: i' Version 2.8.7094.24 Address: 15895 SW 72 Ave Phone: (503)226-1285 E-mail: rebekahht cidainc.com 8.Steel Strength of Anchor In Shear ISec.D.6.f► V..(Ib) rdo,,,x 0 0g,o,OVs.(Ib) 1434 1.0 0.60 860 11,Results Interaction of Tensile and Shear Forces(Sec.D.7.) Tension Factored Load,N..(Ib) Design Strength,;An(Ib) Ratio Status Steel 94 7079 0.01 Pass Pullout 94 183 0.51 Pass(Governs) Shear Factored Load,V.(Ib) Design Strength,eV.(lb) Ratio Status Steel 94 860 0.11 Pass(Governs) Interaction check N../ON V.J,V„ Combined Ratio Permissible Status Sec.D.7..1 0.51 0.00 51.4% 1.0 Pass 3/8"Q Titen HD,hnom:1.875"(48mm)meets the selected design criteria. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com �1S D. G4 SIRUCTURq 77,-ci w1Lo4 ,0, c: 0 PROF/ .,:�• 1I �'. de ' II "f� - • 1 N E4, f/O �, w 63354PE •P 9 b s>j 73 \ , rO L 9/ PB OREGON yoo� �� TYP VAV BOX 'QT INSTALLATION LESS /S D. GPC' THAN 150LB VERTICAL ROD HANGERS 20GA MIN. PER ELEVATION ATTACH EXPIRES: 6/30/19 TO UNIT PER MNFR 18 GA CLIP W/ (1) #10 SMS TO UNIT ® EA. CABLE 0 C IS: .":~ I_ - - - - I �., . NOTE: FOR LOCATIONS WHERE UNITS PLAN CAN BE LOCATED PRIOR TO CONCRETE POUR, USE POWERS BANG-IT METAL DECK INSERTS EXISTING CONCRETE SIMPSON TITEN HD ROD HANGER OVER METAL DECK 1/4"0x1 5/8" EMBED PER ESR 2713 IWIEWAr • .. ,,.. NOTE: CABLE TO BE CONNECTED BY (2) CABLE CLAMPS ORCRIPPLES 111 18GA BENT CLIP W/ . • � a ifjp- , . '• SIMPSON TITEN HD SCREW �' le ANCHOR 3/8"0x1 7/8" EMBED PER ESR 2713 i— -' � @ EA BRACE CABLE \/ \ 1/8" AIRCRAFT CABLE TO BRACE v INLET 1 UNIT--TYP. EA. CORNER \ /1 3/8" THREADED ROD--TYP. � _ — i EA. CORNER b NOTE: CONCRETE ANCHORS REQUIRE SPECIAL INSPECTION AS NOTED IN ELEVATION ICC-ES REPORT SPECIFIC TO ANCHOR BEING USED 1A 150* VAV BOX @ CONCRETE OVER METAL DECK VAV 1" = 1'-D" DRAWING -mix:VAV BOX ATTACHMENT DETAIL DRAWING: PROJECT: p 1A ARCNUEauRE 15895 SW 72ND AVE SUITE 200 AMERICAN HEATING STANDARD DETAIL M "'"'""' PORTLAND, OREGON 97224 VAV U PLANNING " A " Y INTERIORS T E L : 5 0 3 . 2 2 6 . 1 2 8 5 EANU$ E FAX : 503 . 226 . 1 670 JOB: 150120.01 DATE:2.13.18 © 201B ODA,INC.ALL RIGHTS RESERVED ig � . i. (� �G S1RUC7URq, ., of MA,, (;' n C C� .w o c�`14 \ G IrNE,t, j/O�/, . ''.� I I AV' ir, 63354PE 4 v 1 1 fi 2073 i EGON ' TONAL G\ 000 TYP VAV BOX �iS D. GPC'2 INSTALLATION LESS THAN 150LB STEEL STRAP HANGERS EXPIRES: 6/30/2/ 20GA MIN. PER ELEVATION 18 GA CLIP W/ (1) #10 SMS TO UNIT © EA. CABLE 1 All s . I I ~• • n PLAN NOTE: CABLE TO BE CONNECTED BY (2) CABLE CLAMPS OR GRIPPLES SIMPSON TITEN HD EXISTING CONCRETE 3/8"0x1 7/8" EMBED PER ESR 2713 OVER METAL DECK re...4 'ad� ,,...1 ' h °` 18GA BENT CLIP W/ SIMPSON TITEN HD SCREW ANCHOR 3/8"0x1 7/8" — — EMBED PER ESR 2713 \ ® EA BRACE CABLE / 1/8" AIRCRAFT CABLE TO BRACE INLET UNIT -TYP. EA. CORNER / 1 1/2" x 22GA. STEEL STRAP HANGERS--TYP. EA. CORNER NOTE: CONCRETE ANCHORS REQUIRE k b 'Jr. SPECIAL INSPECTION AS NOTED IN ICC-ES REPORT SPECIFIC TO ANCHOR ELEVATION BEING USED 1B 150# VAV BOX @ CONCRETE OVER METAL DECK VAV 1" = 1'-D" < ' L.E DRAWING Trr :VAV BOX ATTACHMENT DETAIL DRAWING: i PROJECT: 1 B ,ARCHITECTURE 15895 SW 72ND AVE SUITE 200 AMERICAN HEATING STANDARD DETAIL u ERciHEERi He PORTLAND, OREGON 97224 VAV I I RURRiRcrc V iHRia Rs TLL : 5 D 3 2 2 6 1 2 8 5 uRD Sc ARE FAX : 503 . 2 26 . 1 670 JOB: 150120.01 DATE:7.25.17 0