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1° Sw errein mot, McGD32 .- rtoq 1 Project INTEL HF1 TERMINAL UNI t(. 1IS Date 2021 C� °Ir /En Architect Office Johnson Air Prod C V �F Engineer OFFICE COP Preparer Ron Enkelis Contractor Redefine your comfort zone: Version 2014.0.509 FEB 2 2022 Designation 'Lily OF TIGAnD DESV UILDING DIVISION Single Duct Terminal Unit, Direct Digital Control, Pressure Independent Main Product DESV-1 DESV - W �Mt FlI. „7-Control Enclosure water CoilF I H I 00 O 121/4" _L J J L Slip&Drive - .61/2• fig" _. ICleat Connection Right Hand Unit with Right Hand HWC Connections shown Air Inlet(D)is 1/8"smaller than its Nom. Inlet. All dimensions are in inches. Unit-Size CFM Range Nom.Inlet F G W H M L 08 0-900 8"Dia. 1 1/8" 7 3/8" 12" 10" 3 3/8" 20 1/2" General Description DESV-1 •Heavy gauge steel housing. Mechanically sealed and gasketed,leak resistant construction. Less than 2%of nominal CFM at 1.5"sp wg. •Dual density internal insulation,treated to resist air erosion.Meets requirements of NFPA 90A and UL 181. •Rectangular discharge opening is designed for slip and drive cleat duct connection. •Multipoint center averaging inlet velocity sensor. •Digital control packages can be factory mounted by Titus. •Choice of right hand or left hand control location. •Model DESV can be installed horizontally,vertically, or at any angle.Operation is not affected by position. •Gauge tees for CFM measurement. I Option Schedule DESV-1 ID Quantity Tag UNIT SIZE MAX PRIMARY CFM MIN PRIMARY CFM 1 1 TU-39 08 660 200 2 1 TU-40 08 500 145 Page 1 of 3- Edge Version 2014.0.509- Product Information is Subject to Change without notice Project INTEL HF1 TERMINAL UNI Date 1021 Architect Office Johnsonhnson Air Products Engineer Titus Preparer Ron Enkelis Contractor Redefine your comfort zone. Version 2014.0.509 Designation Option Schedule(continued) DESV-1 SENSOR CODE 3-AEROCROSS UNIT ACC3 0-NONE UNIT CONFIG 0-BASIC UNIT ACC4 0-NONE LINER OPTION 1 -1"FIBERGLASS UNIT ACC5 0-NONE CASING CONFIG OR-STD 22GA RH WATER COIL W11 -1 ROW RH DIGITAL CONTROLLER 0000-NONE ELECTRIC HEAT TYPE 000-NONE ACTUATOR TYPE 0000-NONE KW 0 CONTROL ACC1 00-NONE ELEC COIL ACC1 0-NONE CONTROL ACC2 00-NONE ELEC COIL ACC2 0-NONE CONTROL ACC3 00-NONE ELEC COIL ACC3 0-NONE UNIT ACC1 E-METAL CTRL ENCLOS ELEC COIL ACC4 0-NONE UNIT ACC2 0-NONE Accessories DESV-1 Selected Liner: 1"Fiberglass Insulation Insulation Characteristics: Material:Dual Density Fiberglass Thickness: 1 inch R-Value:3.9 ft2`F h/Btu @ 75`F Density: 1.5 Ibs/ft3 with 4.0 lbs/ft3 face Flame Spread:less than 25 Smoke Density:less than 50 Mold Growth: None Code Compliances: NFPA 90A&90B-Appliances NFPA 255-Flame/Smoke Spread(25/50) UL 181 -Air Erosion UL 181 -Mold Growth and Humidity UL 723-Flame/Smoke Spread(25/50) ASTM E84-Flame!Smoke Spread(25/50) ASTM C 1071 -Maximum Air Velocity Page 2 of 3 - Edge Version 2014.0.509- Product Information is Subject to Change without notice Project INTEL HF1 TERMINAL UNI Date 10/21/2021 Architect Office Johnson Air Products Engineer Titus Preparer Ron Enkelis Contractor Redefine your comfort zone: Version 2014.0.509 Designation Accessories(continued) DESV-1 ESV Hot Water Reheat: 1-Row, Right Hand for size 07,08,5E,&6E s—.1 0-4 czzit o 0 I O 8 3/4 1/2 0iaTyp. 4 0 - 4 —10-1 1 3/4" f 3 -I - 12 ►I i• TyP. •Coil tubing is 1/2"diameter 0.016"thick copper. •Coil connection tubing is 0.032"thick copper. •Aluminum plate fins, 10 per inch. •Casing is 20 Gauge galvanized steel. •Copper male solder connections. •Connection is slip and drive to duct work down stream of terminal. •Leak tested to 450 PSIG. •Maximum working pressure,360 PSIG •Maximum 200 degree F water •Coils rated and certified to AHRI Standard 410 Water Weigth(Ibs) Water Volume(gal) .77 .09 Page 3 of 3-Edge Version 2014.0.509- Product Information is Subject to Change without notice , . ilrill • Titus tern 11 unit weights Last Updated - 1/14/2021 i1.1111tES ,: 22 ga. 20 ga. w/Pneumatic w/DDC or w/Electric w/1 Row Size w/2 Row Coils Base Box Base Box Attenuator Ultraloc Liner Controls Analog Heat Coil 4 11 15 +15 +7 +4 +9 +18 +5 +6 5 11 15 +15 +7 +4 +9 +18 +5 +6 6 11 15 +15 +7 +4 +9 +18 +5 +6 7 13 16 +16 +8 +4 +9 +18 +5 +7 8 I 13 16 I +16 +8 I +4 I +9 +18 MEP +7 9 17 20 +19 +8 +4 +9 +23 +7 +9 10 17 20 +19 +8 +4 +9 +23 +7 +9 12 20 24 +23 +10 +4 +9 +25 +9 +12 14 28 30 +28 +15 +4 +9 +27 +10 +15 16 32 34 +31 +17 +4 +9 +28 +12 +17 40 52 55 +45 +27 +4 +9 +30 +17 +25 22 ga. Base Box No 22 ga. Attenuator Box w/o 22 ga. Attenuator w/ w/Pneumatic w/DDC Size Attenuator Mixing Baffle Mixing Baffle Controls 4 38 66 68 +8 +18 5 38 66 68 +8 +18 6 38 66 68 _ +8 +18 7 42 76 79 +8 +18 8 42 76 79 +8 +18 9 52 94 98 +8 +18 10 52 94 98 +8 +18 12 62 116 120 +8 +18 14 78 144 148 +8 +18 16 86 166 171 +8 +18 Note:Weights are approximate.Actual weight may vary based on specific options selected. * Titus Submittal DTQP-ECM-1.0 04-26-2017 DTQP with TITANTM Programmed ECM Motor Fan Powered Terminal, Parallel Flow with ECM Motor Direct Digital Control, Pressure Independent 33/8 N 20 - { I.-12I.-12-10 6�/4 00 l Rim o 1 l- • it „,� • • F . ' imIll k __ , I I Primary Air Inlet with Multipoint e e e Center Averaging t -7 . y/ ° . Lin Sensor r i F II IInduced Air 4,�� A Inlet t . 1 11/4 L - -J- " Left hand unit, top view shown.All dimensions are in inches. Right hand units are built as a mirror image. Inlets,discharge,and control enclosure are opposite of the drawing above. Unit Size Inlet Size A B C D E F G H J K L W N Filter Size 6 6 7 7/8 2 7/e 8 6 3,4 10 7 8 9/16 16 3/4 9 7/8 14 1/2 14 3 1/2 17 1/8 11 2 1/8 40 7/8 36 1/8 4 /8 19 x 17 11 /a 4•/8 12 8 14 0 13 7/8 67/8 12 8 11 7/8 4 7/8 5,6 14 10 101/18 24 1/2 13 7/8 17 1/2 161/2 9 1/2 201/8 14 1/2 31/8 46 7/8 481/8 6 7/8 27 x 20 16 11 157/8 67/8 ECM Motor Amperage Ratings Accessories (Optional) Unit Motor 120V/1/60 208V/1/60 277V/1/60 Size hp FLA FLA FLA Check if provided. ❑ Induced Air Filter,1"thick,disposable construction type 3,4 1/2 7.7 5.0 4.1 5,6 1 12.8 10.5 6.9 ❑ Fan disconnect switch(not available on units with optional electric coils) ❑ Fibre Free Liner ❑ 1"Fiberglass Liner FLA= Full Load Amperage,rated per the motor nameplate ❑ SteriLoc Liner ❑ 1"EcoShield Liner All fan motors are single phase, same voltage as electric coil(when ❑ ,A"EcoShield Liner ❑ 1"EcoShield Liner(Foil Face) supplied), with exception that 277 V motors are used with 480V, 3 ❑ 14"EcoShield Liner(Foil Face) ❑ 1"Fibre Free Liner phase coils(4 wire wye). ❑ 14"Fibre Free Liner ❑ Hanger Brackets O UltraLoc Liner ❑ Cam Latch for Access Door O Fan unit fusing DTQP-ECM-2.0 04-26-2017 Accessories (Optional) \ Hot Water Coil Section 1/2"copper tubes a ,, o . a 0 0 - • Aluminum ripple fins, 10 per inch c • onnections:Male solder,5/8"for • f .. h 1-row and 2-row.Right hand iyr o h' i .r co ections only on left hand units. 01 k ii I°I ii - Left . d only on right hand units. • .L1L JLa _ 1. • Galvam- d steel casing I - Flanged • t connection. I • Coil is insta -d at induced air inlet. 1 ❑ 1 Row r I_r_ :1i1___ 1 ❑ 2Row • 1 ii 1 I I 11 1. R . I 11' 1 I' I II 1 I L-- —_L-Lu' 1`1___I S 11 1 I �.TYP.S U �r - �1� t - S --M 9 .nit Size M(1 row) M(2 row) R S 3,4 1 1 1/4 17 15 5,6 1 1 1/4 25 17'/2 R and S are inside dimensions. Accessories (Optional) ❑ Hot Water Coil Section(Discharge Side) • 1/2"copper tubes • Aluminum ripple fins,10 per inch ° ° • Connections:Male solder,5/8"for - r l . , •+ both 1-row and 2-row.Right hand _ hi-T 1 and left-hand connections available 1 II ¢1`) 1 , regardless of handing of controls. II 4' • Galvanized steel casing 1 • Flanged duct connection. • Coil is installed at induced air inlet. 1" -- I ❑ 1Row r II _ ' r 71.'1`11 I ❑ 2Row 11 1 . II I R . 1v 1. I. I I II i I L___—_L-L11 IL—J ] •• L ;. .: . , SF r ... 1„TYP. 9 - -S- - --M Unit Size M(1 row) M(2 row) - S 3,4 1 1 1/4 17 15 • 5,6 1 11/4 25 1 1/2 R and S are inside dimensions. DTQP-ECM-3.0 04-26-2017 li Electric Coil Section ❑ Optional SCR Controlled Electric Heater ❑ Optional Lynergy Controlled Electric Heater Standard Features • Single side access to low voltage, - 31 high voltage,and electric heater controls. • Automatic reset thermal cutouts,one o 0 0 0•.0 o per element • Single point electrical connection for ' lT fi r ' t ' entire unit f __ ilf-R �� Heater Rack • Positive pressure flow switch I Ii ii i�i II cress Cover • Flanged duct connection • W--t--JI-V • • P • Coil is installed at discharge of unit. • Transformer Options l I. t ryp. ❑ Fuse Block -e t IiFi111iI - ❑ Manual reset cutout t MINIM ❑ Dust tight construction S .� i El Mercury contactors 2- - a • -$ r Supply Voltage - 94 s —r ❑ 208V,1 ph,60Hz ❑240V,1 ph,60Hz ❑277V, 1 ph,60Hz Unit Size U R S T ❑ 208V,3 ph,60Hz • '480V,3 ph,60Hz(4 wire wye only) 3,4 3'/2 14 11 2'/s 5,6 9 1/2 161/2 14 1/2 3 1/s R and S are inside dimensions. General Description • Heavy steel casing,with leak • Efficiencies of up to 70%across • Pressure independent primary resistant construction. the entire operating range. flow control. • Dual density insulation, coated to • Provides a large turndown ratio • Single point electrical prevent air erosion,meet • Constant volume regardless of connections. requirements of NFPA 90A and changes in downstream static • Rectangular discharge opening is UL 181. pressure allows for factory setting designed for flanged duct • Ultra high efficiency, brushless of cfm. connections. DC ECM motor with a unique • Bottom access panels can be microprocessor based motor removed for service. controller. • Multipoint, center averaging • Manual PWM controller allows velocity sensor. simple screwdriver adjustment of • Primary air flow balancing fan speed. connections. • Remote PWM controller allows for a 0-10 V signal from the DDC controller to adjust the fan speed. . This submittal is meant to demonstrate general dimensions of this product.The drawings are not meant to detail every aspect of the product.Drawings are not to scale.Titus reserves the right to make changes without written notice. AU nan,s re—if/RI No van ol tha r.},may he reproduced or vansml,ud In any norm ar by any mean electronic or mechanical Including photocopying and repil%or by any Udormallol storage reolegal system without permission in wiling from Air ols,nInuWn Technologies.Inc. hith15 M. _ Redefine your comfort zone.° -:erminal unit weights Last Updated 1/14/2021 a TFS — F Fantom Size 20 ga. Base Box w/ Pneumatic w/DDC or w/Electric Heat w/1 Row Coil w/2 Row Coil w/Attenuator Controls Analog B 180 +4 +9 +25 +9 +12 C 185 +4 +9 +25 +9 +12 D 260 +4 +9 +30 +12 +17 E 260 +4 +9 +30 +12 +17 • Size 20 ga. Base Box w/ Pneumatic w/DDC or w/Electric Heat w/1 Row Coil w/2 Row Coil Controls Analog 2 145 +4 +9 +25 +9 +12 3 150 +4 +9 +25 +9 +12 4 155 +4 +9 +25 +9 +12 1 5 220 +4 +9 +30 +12 +17 6 225 +4 +9 +30 +12 +17 7 230 +4 +9 +30 +12 +17 Size 20 ga. Base Box w/ Pneumatic w/DDC or w/Electric Heat w/1 Row Coil w/2 Row Coil Controls Analog 2 145 +4 +9 +25 +9 +12 3 150 +4 +9 +25 +9 +12 4 155 +4 +9 +25 +9 +12 5 220 +4 +9 +30 +12 +17 6 225 +4 +9 +30 +12 +17 259Ibs Note: Weights are approximate. Actual weight may vary based on specific options selected. OFFICE COPY RECEIVED FEB 2 2022 CITY OF TIGARD AMERICAN HEATING BUILDING DIVISION' FAN POWER BOX - ATTACHMENT @ CONCRETE SLAB STRUCTURAL CALCULATIONS ANCHORAGE: MA 1-MA 13 S,t•sLCTURgc tp •, SKETCHES: FPB1A-FPB1B `4 GI t ute�� 2/ w 63354,'E 9 1�/OR'iON� Q' FB. 13 l'3 Tjs 0 GPC9 (16 PAGES TOTAL INCLUDING COVER SHEET) >PIRES:6/3O/2 Y August 31, 2021 v •. � WA`1/4o>.m z� PROJECT NUMBER: 210242.01 R 2073� 14SiONAL ARCHITECTURE MI U ENGINEERING PLANNING INTERIORS LANDSCAPE 15895 SW 72ND AVE SUITE 200 poRTLAND,OR 97224 PHONE:503.226.1285 FAX:503.226.1670 INFO@CIDAINC.COM WWW.CIDAINC.COM • MA r CIDA Standard Mechanical unit Attachment LNT TEL: (503)226-1285 Fan Power Box 8/31/2021 FAX: (503)226 1670 MECHANICAL UNIT ATTACHMENT-LATERAL FORCES Fan Power Box Hung below floor framing W,:= 2501b Weight of unit L 24in Length wm := 24in Width of unit hm:= 18•in Height of unit SEISMIC PARTS AND PORTIONS (Portland, OR 97229) Mapped Ss:= 1.073 site class=D Adiusted Maxinum Fa 1.07 Sms Fa.Ss Sms = 1.15 Design 2 SDS = •Sms SDS= 0.765 USE SDS := 0.75 CONSERVATIVE FOR PORTLAND METRO AND VANCOUVER WAAREAS h:= I 0 z:= h•0.75 Assumes maximum 4-story building with box under 4th floor [P:= 1.0 aP:= 2.5 RP:= 6 Values for air side HVAC per table 13.6-1 ASCE 7-16 0.4•aP SDS•IP Fp {I + 2•hz)•WP Fp = 78.13 lb 0.7•Fp= 54.691b Total seismic P l Fpmin:= 0.3 SDS IP WP FPmin =56.25 lb 0.7.Fpmm =39.37 lb Total seismic 0.2.SDS.WP=37.5 lb MA CIDA Standard Mechanical unit Attachment LNT TEL: (503)226-1285 Fan Power Box 8/31/2021 FAX: (503)226 1670 VERTICALATTACHMENT OF FAN POWER BOX TO UNDERSIDE OF CONCRETE SLAB(PT or CIP) w Pcorner:= 4P corner=62.5 lb Vertical load to corner supportfrom dead bad • It Mot := Fp 2 Mot Preis• wm.2 Pseis= 14.65 lb Vertical load to corner support from seismic overturning ASD loads for attachment to unit 1.0dD+0.7E, 0.6D-0.7E 0.2SDs•Wp 1 Pi := Pcomer+ •0• 4 + Pseis) =79.32 lb Maximum vertical bad 0.2.SDs•WP lI P2:= 0.6•Pcomer-D.7• 4 + Pseis) P2 =20.68 lb Minimum vertical bad>0 no compression in vertical support Try(1)#10 SMS at box(20aa minimum 22aa handing strap) Vallow 1041b U:= Pt U=0.76 <1.0 OK Use(1)#10 SMS at unit for vertical hanging Vauow 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-1.0E CIcoNc:= 2.5 0.2•SDS•WP Pluh 1.2•Pcomer+ 1.0•� 4 + S1coNc'Psels l IJ1 Prult= 121 lb Maximum vertical load \0-2•SDs•WP 1l P2utr:= 0.9•Pcoroar- 1.0•1 4 + Psem)] P2ult =32.2316 Minimum vertical bad>0 no compres vertical support Try 1/4"x 1 5/8'embed Sirmson Ten HD anchor at support M/? CIDA Standard Mechanical unit Attachment LNT TEL:(503)226-1285 Fan Power Box 8/31/2021 FAX: (503)226 1670 LATERAL BRACING OF FAN POWER BOX Box is braced by splay wires at 45degrees vertical and horizontal each corner(4)total. F r Twice= 2 rr 'VL'VL Twire=78.131b ASD for attachment to unit(0.7E) TASD Twire•0.7 TAsD=54.69 lb Vert TASD T Ven_asd= 38.67lb Vertical component of wire force TASD Horiz_asd Horiz_asd= 38.67 lb horizontal component of wire force Try(1)#10 SMS at box(20 to minimum) Vallow= 1401b Tallow:= 661b Vert asd Horiz_asd U + U =0.86 <1.0 OK Use(1)#10 SMS at unit for wire attachment Vallow Tallow 1/8"ARCRAFTCABLE: TALLOW:= 3401b 0.7•Trvrre Ucable:= Ucable 0.16 TALLOW LRFD for attachment to concrete Tuu:= nCONC•Twrre Tiu = 195.31 lb Tetr Vert:= V— Vert= 138.11 lb Vertical component of wire force 2 Tult Flom:= Ham = 138.11 lb horizontal component of wire force Try 3/13'x 21/7 errbed Sirrpson Trten HD anchor at each wire Ml4q SIMPSON Anchor Designer TNI Company: CIDA Date: 7/25/2019 Engineer: CDG Page: 1/5 -Tire Software Strong Project: Version 2.8.7094.0 Address: 15895 SW 72 Ave e Phone: (503)226.1285 E-mail: curtisg@cidainc.com 1.Prolect Information Customer company: Project description: . Customer contact name: Location: Customer e-mail: Fastening description: Comment: 7.Input Data 8.Anchor Parameters General Base Material Design method:ACI 318-14 Concrete:Normal-weight Units:Imperial units Concrete thickness,h(inch):4.50 State:Cracked Anchor Information: Compressive strength,P.(psi):3000 Anchor type:Concrete screw 4 ,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 Reinforcement provided at corners:No Effective Embedment depth,he(inch):1.190 Ignore concrete breakout in tension:No Code report:ICC-ES ESR-2713 Ignore concrete breakout in shear:No Anchor category:1 Ignore 6do requirement:Not applicable Anchor ductility:No Build-up grout pad:No hmn(inch):3.25 cac(Inch):3.00 Cmn(inch):1.50 Sass(inch): 1.50 Recommended Anchor Anchor Name:Then HD®Rod Hanger-THDB37156R11(1/4"shank&3/8"rod),hnom:1.625"(41mm) Code Report:ICC-ES ESR-2713 (0 a r i I. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.580.9000 Fax:925.847.3871 www.strongde.com MA5 SIMPSON Anchor Designer TM Company: CIDA Date: 7/25/2019 Software Engineer: COG Page: 2/5 Pro Z'1@ Version 2.8.7094.0 Address: 15895 SW 72 Ave Phone: (503)226-1285 E-mail: curtisg©cidainc.com Load and Geometry Load factor source:ACI 318 Section 5.3 Load combination:not set Seismic design:Yes Anchors subjected to sustained tension:Not applicable Ductility section for tension:17.2.3.4.2 not applicable Ductility section for shear:17.2.3.5.2 not applicable On factor:not set Apply entire shear load at front row:No Anchors only resisting wind and/or seismic loads:No Strength level loads: N�.Ilbj:121 V.Obi:0 Vviy(Ib]:0 <Figure 1> Z 121 lb � � • 9 t A;. Olb olb _ X Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongda.com 1046 SIMPSON Anchor Designer TM Company: CIDA Date: 7/25/2019 Engineer: COG Page: 3/5 Strong-Tie Software Project: Version 2.8.7094.0 Address: 15895 SW 72 Ave • Phone: (503)226-1285 E-mail: curtisg@cidainc.com <Figure 2> Input data and results must be checked for agreement with the existing circumstances.the standards end guidelines must be checked for plausibility. Sin psi„ _. 5956 W.Las Positas Boulevard Pleasanton,CA94588 Phone:925.560.9000 Fax:925.847.3871 www.atrong5e.com MA? SIMPSON Anchor DesignerTM Company: CIDA Date: 7/25/2019 Software Engineer: CDG Page: 4/5 Strong;Tie Project: Version 2.8.7094.0 Address: 15895 SW 72 Ave e Phone: (503)226-1285 E-mail: curtisgacldalnc.com — 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, N.(Ib) V"a tb) Vaay(Ib) d(Vaa,)'+(Vaay)a(Ib) 1 121.0 0.0 0.0 0.0 Sum 121.0 0.0 0.0 0.0 Maximum concrete compression strain(%a):0.00 Maximum concrete compression stress(psi):0 Resultant tension force(Ib):121 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.17.4.11 Naa(Ib) ill 4Nsa(Ib) 5195 0.65 3377 5.Concrete Breakout Strength of Anchor in Tension(Sec.17.4.21 ND=has*. (Eq.17,4,2.2a) kr A. fr(psi) he(in) NN(lb) 17.0 1.00 3000 1.190 1209 0.750N s=0.750(ANr/ANm)Peon Y'r.NY'rp.NNe(Sec. 17.3.1&Eq. 17.4.2.1a) AND(in') AND,(in2 ce,,,,w,(in) Y'aa.N Y'o.N 'Frp.N ND(Ib) 0 0.75ONra(Ib) 12.74 12.74 - 1.000 1.00 1.000 1209 0.65 589 11.Results 11.Interaction of Tensile and Shear Forces(Sec.D.71? Tension Factored Load,N.(Ib) Design Strength,eN,(Ib) Ratio Status Steel 121 3377 0.04 Pass Concrete breakout 121 589 021 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. - . 5956 W.Las Posits.Boulevard Pleasanton,CA 94588 Phone:925,560.9000 Fax:925.847.3871 WWW.strorgte.com M�£5' SIMPSON Anchor DesignerTM Company: CIDA Date: 7/25/2019 Engineer: COG Page: 5/5 '� Software ""` Project: Strong-Tie 2.8.7094.0 Address: 15895 SW 72 Ave Phone: (503)226-1285 E-mail: curtisg©cidainc.com J2.Warnings -Minimum spacing and edge distance requirement of 6da per ACI 318 Sections 17.7.1 and 17.7.2 for torqued cast-in-place anchor is waived per designer option. -Per designer Input,the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination.Therefore the ductility requirements of ACI 318 17.2.3.4.2 for tension need not be satisfied—designer to verify. -Per designer input,the shear component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination.Therefore the ductility requirements of ACI 318 17.2.3.5.2 for shear need not be satisfied—designer to verify. -Designer must exercise own judgement to determine if this design is suitable. -Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. . ,n 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongle.com Nlgq SIMPSON Anchor DesignerTM Company: CIDA Date: 8/31/2021 Engineer: CDG Page: 1/5 Stro Tie Software Project: Version 2.8.7094.0 Address: 15895 SW 72 Ave Phone: (503)226-1285 E-mail: curtisg@cidainc.com 1.Prolect information Customer company: Project description: Customer contact name: Location: Customer e-mail: Fastening description: Comment: 2.Input Data&Anchor Parameters General Base Material Design methodACI 318-14 Concrete:Normal-weight Units:Imperial units Concrete thickness,h(inch):4.50 State:Cracked Anchor Information: Compressive strength,fc(psi):3000 Anchor type:Concrete screw 4)c v: 1.0 Material:Carbon Steel Reinforcement condition:B tension,B shear Diameter(inch):0.375 Supplemental reinforcement:Not applicable Nominal Embedment depth(Inch):2.500 Reinforcement provided at corners:No Effective Embedment depth,he(inch): 1.770 Ignore concrete breakout in tension:No Code report:ICC-ES ESR-2713 Ignore concrete breakout in shear:No Anchor category:1 Ignore 6do requirement:Not applicable Anchor ductility:No Build-up grout pad:No hm,(inch):4.00 cac(inch):2.69 CmM(inch):1.75 Smin(Inch):3.00 Recommended Anchor Anchor Name:Tilen HD®-3/8"0 Then HD,hnom:2.5'(64mm) Code Report:ICC-ES ESR-2713 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Posilas Boulevard Pleasanton,CA 94688 Phone:925.560.9000 Fax:925.847.3671 www.strongtle.com MA id SIMPSON Anchor Designer TM Company: CIDA Date: 8/31/2021 Software Engineer: CDG Page: 2/5 sitran eerie, Project: Version 2.8.7094.0 Address: 15895 SW 72 Ave Phone: (503)226-1285 E-mail: curtisg@cidainc.com Load and Geometry Load factor source:ACI 318 Section 5.3 Load combination:not set Seismic design:Yes Anchors subjected to sustained tension:Not applicable Ductility section for tension:17.2.3.4.2 not applicable Ductility section for shear.17.2.3.5.2 not applicable Do factor not set Apply entire shear load at front row:No Anchors only resisting wind and/or seismic loads:No Strength level loads: N..[lb]: 139 Vuu[lb]:0 V..r[lb): 139 <Figure 1> Z 139 lb 139 lb $f y Y 0 lb h X d' Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. a ' ' 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.8447.3871 www.strangtle.com MAAl1 SIMPSON Anchor Designer TM Company: CIDA Date: 8/31/2021 Engineer: CDG Page: 3/5 Software Pro StYO Version 2.8.7094.0 Address: 15895 SW 72 Ave Phone: (503)226-1285 E-mad: curtisg@cidainc.com <Figure 2> ,.: g [i; l'c Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. ;� _ .T , r r 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.580.9000 Fax:925.847.3871 www.strorgtle.com MA12- SIMPSON Anchor Designer TM Company: CIDA Date: 8/31/2021 Engineer: COG Page: 4f5 �` Software Project: '� C Version 2.8.7094.0 Address: 15895 SW 72 Ave e Phone: (503)226-1285 E-mail: curtisg@cidainc.com 3.Resulting Anchor Forces, Anchor Tension load, Shear load x, Shear load y. Shear load Combined, Ni,.(Pb) V...(Ib) V..,(Ib) 11(V...)2+(V.4)2(Pb) 1 139.0 0.0 139.0 139.0 Sum 139.0 0.0 139.0 139.0 Maximum concrete compression strain(%.):0.00 Maximum concrete compression stress(psi):0 Resultant tension force(Ib):139 Resultant compression force(Ib):0 Eccentricity of resultant tension forces in x-axis,e'e.(inch):0.00 Eccentricity of resultant tension forces In y-axis,e'ay(inch):0.00 Eccentricity of resultant shear forces In x-axis,eV.(inch):0.00 Eccentricity of resultant shear forces in y-axis,e'vr(inch):0.00 4.Steel Strenath of Anchor in Tension(Sec.17.4.1) N..(Ib) ill ON.(Ib) 10890 0.65 7079 5.Concrete Breakout Strength of Anchor in Tension(Sec.17.4.2) ND=ke i.J('.h.r's(Eq.17.4.2.2a) k. A, 1".(psi) h.r(in) ND(lb) 17.0 1.00 3000 1.770 2193 0.756Nea=0.750(AN./ANro)'P.a.N nix y4.NNa(Sec. 17.3.1&Eq.17.4.2.1a) Are(in2) As,,,(in2 c..mi.(in) 'P.a.N 'Yc.N %RN No(Pb) m 0.750N.a(Ib) 28.20 28.20 - 1.000 1.00 1.000 2193 0.65 1069 6.Pullout Strenath of Anchor in Tension(Sec.17.4.3) 0.750N.,,=0.75" pA.N.(P./2,500)^(Sec.17.3.1,Eq. 17.4.3.1 8 Code Report) yev A. N.(Ib) P.(psi) n ¢ 0.75¢N.,,(Pb) 1.0 1.00 1235 3000 0.50 0.65 660 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. ,, , - I 5956 W.Las Posilas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 wwrr.strongde.com MA /3 SIMPSON Anchor Designer TM Company: CIDA Date: 8/31/2021 Engineer: CDG Page: 5/5 Strrjie Software Project: Version 2.8.7094.0 Address: 15895 SW 72 Ave x Phone: (503)226-1285 E-mail: curtisg@cidainc.com 8.Steel Strength of Anchor In Shear(Sec.17.5.11 V..(Ib) r4yr„ d dwout(Wu(Ib) 2855 1.0 0.60 1713 10.Concrete Prvout Strength of Anchor in Shear(Sec.17.5.3) ¢VP=¢k�Nm=Ok�(Ax/A«„)7atl.N—N.cy.NNe(Sec.17.3.18Eq.17.5.3.1a) kw ANc(in2) ANen(in2) W.n v V',N 'Iep,,N Na(Ib) i4 OV=v(Ib) 1.0 28.20 28.20 1.000 1.000 1.000 2193 0.70 1535 11.Resuks Interaction of Tensile and Shear Forces(Sec.17.6a Tension Factored Load,N..(Ib) Design Strength,aN.(lb) Ralio Status Steel 139 7079 0.02 Pass Concrete breakout 139 1069 0.13 Pass Pullout 139 660 0.21 Pass(Governs) Shear Factored Load,V„(Ib) Design Strength,aV.(Ib) Ratio Status Steel 139 1713 0.08 Pass Pryout 139 1535 0.09 Pass(Governs) Interaction check N,✓6N, V../OV Combined Ratio Permissible Status Sec. 17.6..1 0.21 0.00 21.1% 1.0 Pass 3/8"0 Titen HD,hnom:2.5"(64mm)meets the selected design criteria. 12.Warnings -Minimum spacing and edge distance requirement of 6da per ACI 318 Sections 17.7.1 and 17.7.2 for torqued cast-in-place anchor is waived per designer option. -Per designer input,the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination.Therefore the ductility requirements of ACI 318 17.2.3.4.2 for tension need not be satisfied—designer to verify. -Per designer input,the sheer component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination.Therefore the ductility requirements of ACI 316 17.2.3.5.2 for shear need not be satisfied—designer to verify. -Designer must exercise own judgement to determine if this design is suitable. -Refer to manufacturer's product literature for hole cleaning and Installation instructions. Input dale and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. . 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtle.com tea I I C yC ZS D. GeN, ,q of p4gy C,,j, TYP FAN 4� 4, '% POWERED BOX C-' ' t;it V5 INSTALLATION LESS THAN VERTICAL ROD HANGERS A.��, ' • 250LB PER ELEVATION ATTACH 42o7 20GA MINIMUM TO UNIT PER MNFR ZONAL 18GACLIPW/ (1) #10SMS TO UNIT ® EA. CABLE C r'- S- RUCTURq �� (6- 63J54PE 4' y PLAN OREGON NOTE: FOR LOCATIONS WHERE UNITS 9 9 13, "2PC CAN BE LOCATED PRIOR TO CONCRETE, iS D. GPG USE SIMPSON BLUE—BANGER CAST IN 30 PLACE INSERTS. EXPIRES: 6/ /23 ALTERNATE: SIMPSON TITEN HD ROD HANGER HILT! KWIK CAST KCS—WF INSERTS 3/8"0x2 1/2" EMBED PER ESR 2713 ° 4 4 ° a ° a a 4 4 4 ° ° ° ii..'\ EXISTING 6" MIN. v THICKNESS CONCRETE18GA BENT CLIP W/ SLAB lk SIMPSON TITEN HD SCREW lb d � ' ANCHOR 3/8"0x2 1/2" I— — — — — —I ,—— ---- EMBED PER ESR 2713 I I \ ® EA BRACE CABLE \I I / ) 1/8" AIRCRAFT CABLE TO BRACE FILTER 1 I INLET / UNIT--TYP. EA. CORNER I L _ __ _ I \\� — � '/ 3/8"0 THREADED ROD HANGERS--TYP. EA. CORNER b > d J NOTE: CONCRETE ANCHORS REQUIRE SPECIAL INSPECTION AS NOTED IN ELEVATION ICC—ES REPORT SPECIFIC TO ANCHOR FAN POWER BOX BEING USED 1" = 1'-0" Q4:T y DRAWING TITLE:FAN POWER BOX ATTACHMENT DRAWING: PROJECT:O e eaurruua15895 SW 72N0 AVE SUITE 200 AMERICAN HEATING STANDARD DETAIL ^ FPB ` U "01":":PORTLAND, OREGON 97224 a`�HHNOT E L 5 0 3 2 2 6 1 2 8 5 "iexio"SF A X : 5 0 3 . 2 2 6 . 1 8 7 0 JOE: 210242.01 DATE: 8.31.2021 © 2021 CIDA INC.MI RIGHTS REST]MD n ��/ --- I :.% :� I I+;;, 1- �SD. G4c, i/ �4� ' e4 sye ''p �( TYP FAN V � 1 ci POWERED BOX . '"A m INSTALLATION STEEL STRAP HANGERS / . LESS THAN PER ELEVATION r ' 'E,,, 73 250LB VO �'r 20GA MINIMUM TONAL 18 GA CLIP W/ (1) #10 SMS TO UNIT ® . CABLE tiCTU 1 S �q PLAN y _ 633' 9 fr O EONNOTE: FOR LOCATIONS WHERE UNITS Fe 13. .1")-4� CAN BE LOCATED PRIOR TO CONCRETE, �T/S D. GN•C USE SIMPSON BLUE-BANGER CAST IN PLACE INSERTS. EXPIRES: 6/30/23 ALTERNATE: SIMPSON TITEN HD ROD HANGER HILTI KWIK CAST KCS-WF INSERTS 3/8"0x2 1/2" EMBED PER ESR 2713 a 4 Q ' d C d zla d d O Q d a" • EXISTING 6" MIN. a • THICKNESS CONCRETE 18GA BENT CLIP W/ . ), SLAB reit SIMPSON TITEN HD SCREW ANCH 3/8"0x2 1/2" I- - -- - -I /-_ - -[ EMBED PER ESR 2713 / \ ® EA BRACE CABLE \I I I 1 1/8" AIRCRAFT CABLE TO BRACE FILTER I INLET / I U ATTACH NIT--TYP. EA. CORNER I I \ // 1" x 22GA. STEEL STRAP L — — — — _1 --— HANGERS--TYP. EA. CORNER TO UNIT W/ (2) # 1 10 SMS b > d die, NOTE: CONCRETE ANCHORS REQUIRE ELEVATION SPECIAL INSPECTION AS NOTED IN ICC-ES REPORT SPECIFIC TO ANCHOR eFAN POWER BOX BEING USED in = 1 -0 1 Q , 4 ' DRAWING TM E:FAN POWER BOX ATTACHMENT DRAWING: 0 r< +a PROJECT: I. +acNa ,,, 15895 SW 72ND AVE SUITE 200 AMERICAN HEATING STANDARD DETAIL 1 B FPB U ["G'".L,'^cPORTLAND, OREGON 97224 as rAE a1aasT E L 5 0 3 2 2 6 1 2 8 5 FAX : 503 . 226 . 1 670 JOB; 210242.01 DATE: 8.31.2021 ' © 2021 CIO&INC.ALL warts RESERVED