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/t4Lcz.617- 0 .1 7s s st Tu4 Crii1/ 426 Jasmine Dr.Brea,CA 9282'1 ND SPE3D ND4SPE3D@outlook.com18-3721 (714]3 • Equipment Seismic Anchorage* Project: APOLLO FAB. CLEANROOM Tag (s) : WEF-01 -A, BC GV-01A & O Customer. APOLLO MECHANICAL Code Reference: IBC 2012 / OSSC 2014 Drawn & Certified By: Nathaniel Deibler, P. E. ,a,Eo PROFFss _ o4GINEFR /029 4' 88580PE Digitally signed by Nathaniel Deibler, P.E. Co - Info:nd4spe3d@outl,-• . •m D.t* •;!.7 9.. Ar,0' NARy152v *This design does not imply NFL M. • seismic certification of the manufacturer's curbs up: 12/31/2017 NOISE&VIBRATION ISOLATION SOLUTIONS.SEISMIC RESTRAINT.THERMAL PIPE DESIGN. NDspE30 PROJECT: APOLLO FAB.CLEANROOM DWG. NO.: AM.AFC.wef 426 Jasmine Dr Brea,CA 92821 I (714)318-3721 CUSTOMER: APOLLO MECHANICAL DATE:4/6/17 DWN.BY:ND CURB MOUNTED UNIT SEISMIC ANCHORAGE TAG:WEF-01-A, B, C WT: 380 lb. MODEL: GREENHECK CUBE 350-60 QTY: 3 - 58.6 Dia. - (4) Attachment plate 29 4 39.2 -by others (see below) -8" max. 41.4 from edge [1.8 46.0 12.0 f !I U 1 1/4" lag screw w/ 2"embed. 16"- —O.C. max. Structural ELEVATION 2x4 .............. .... CONTRACTOR TO PROVIDE 14ga . �n _ SHEET METAL STRAP AS SHOWN BELOW J2 I I y2" UNIT • • /1 I. (4)#12 SHEET METAL SCREWS IMMI %%/ , !J (4)#12 SHEET METAL SCREWS •IUU • ,/ Y2" TYP. • 0 • 4* • CURB WI • WOOD NAILER (BY OTHERS).:' CURB (BY OTHERS) r ATTACHMENT OF UNIT TO CURB DETAIL This design does not imply seismic certification of the manufacturer's curb NOISE Si.VIBRATION ISOLATION SOLUTIONS.SEISMIC RESTRAINT.THERMAL PIPE DESIGN. ND spE30 -PROJECT: APOLLO FAB. CLEANROOM DWG.NO.: AM.AFC.gv 426 Jasmine Dr Brea,CA 92821 I (714)318-3721 CUSTOMER:APOLLO MECHANICAL DATE:4/6/17 DWN.BY: ND CURB MOUNTED UNIT SEISMIC ANCHORAGE TAG: GV-01A & 01D WT: 159 lb. MODEL: GREENHECK FGI QTY: 2 (4) Attachment plate 61" - by others (see i below) -8" max. from edge All 23" I I 5" i = I t `2FiNr"— 38" 44" 1/4" lag screw w/_______..____,----•-------11* + O.C. max. Structural 2x4 ELEVATION CONTRACTOR TO PROVIDE 14ga . .'"•-•.... SHEET METAL STRAP AS SHOWN BELOW 2 UNIT z i • 1 I 1 1 a 1 i • I 1 I. ........... (4i#12 SHEET METAL SCREWS •/ / ,1E= : • .• • • Of/ (4)#12 SHEET METAL SCREWS • ;' .1// 1111111116.11 Y2" TYP. . , . . . . . . mm. • • • • • IV . 4E0 ' .,.. CURB WI .-. ••. WOOD NAILER ..." .... NIMIIIIIIIIMIIIIIMINIIIIIIMIIIIE •-. (BY OTHERS)/ ME 11111111M111111111.11 -.. •••••.. --•.••• ._ \ ..... .......— CURB (BY OTHERS) ATTACHMENT OF UNIT TO CURB DETAIL This design does not imply seismic certification of the manufacturer's curb NOISE(S.VIBRATION ISOLATION SOLUTIONS.SEISMIC RESTRAINT.THERMAL PIPE DESIGN. NDSRE3D PROJECT: APOLLO FAB. CLEANROOM DWG. NO.: AM.AFC.c1 426 Jasmine Dr Brea,CA 92821 I (714)318-3721 CUSTOMER: APOLLO MECHANICAL DATE:4/6/17 DWN. BY: ND ASCE 7-10 SEISMIC LOAD CALCULATION Equipment overturning calculations based on seismic load applied at a critical angle. As defined in the 2012 International Building Code, Chapter 16, Section 1621, the seismic Horizontal force, Fph, may be calculated using the following formula: 0.4a[P ;SW p (Fh(calc) — Ill+2 Vertical Uplift Force: Fp„ = 0.2SDSWp Except that: Fph shall not be less than Fph(min)= 0.3SDsIpWp and need not be more than Fph(max)= 1.6SDslpWp. Where: Wp = Component operating weight ap = Component Amplification Factor, refer to ASCE 7-10, Table 13.6-1. Rp = Component Response Modification Factor, refer to ASCE 7-10, Table 13.6-1 Sas= Design spectra response acceleration at short period, refer to ASCE 7-10, section 11.4.4. Ip = Component Importance Factor, refer to ASCE 7-10, section 13.1.3. z = Component Attachment Elevation with respect to grade. h = Structure Roof Elevation with respect to grade. b1 = Maximum length Convert from Design Strength to Allowable Stress Design: between restraints b2 = Maximum width between restraints Fph(a) = 0• "ph Fpv(a) - "•7Fpv h = Center of gravity height F'h Fph COS N = Number of restraints 4 IW 73 n = Number of anchors F"�c.g —� per restraint location Fph sin B c.g. I h b2 1 I ® 'I ROOF CURB 1k b1 -I2 l 1 1 Lt IZvr z,aeal l Consider load applied in any horizontal direction Transverse component= Fph(a) * cos/ Longitudinal component= Fph60 * sinO The net uplift load on restraint location 2. 0.6W Fp,la� –Fph(a�*C osO*h*(b, )–Fphla� in6*h(2k ) P, = Ivy ` J ` The net compressive load on restraint location 4. P =0.6W+Fp„(a) ±F phla�*I os6*h*r bZ )+F Iwo �inB*h(2 J'\ ) yi, Where I _ MN+ 2) b2 and I N b2 12(N- 2) 1 JY —- 4 2 NOISE&VIBRATION ISOLATION SOLUTIONS.SEISMIC RESTRAINT.THERMAL PIPE DESIGN. _ ND SPE3D PROJECT: APOLLO FAB. CLEANROOM DWG. NO.: AM.AFC.c2 426 Jasmine Dr Brea,CA 92821 I (714) 318-3721 CUSTOMER: APOLLO MECHANICAL DATE:4/6/17 DWN.BY: ND ASCE 7-10 SEISMIC LOAD CALCULATION Maximum shear per location --n - Pt r P = Ph(a) - N ITscrew r---�, Ps To maximize the values �� iL___it dp 1Vsc.ew dB 0 & —dB c = 0 will yield a condition Li 7 NWr Tang= I,,,,*b' 9= Tan-1I I"'*bil J I i I b2 Equipment to Curb Pt To combine seismic anchor loads } Based on maximum Pt and maximum shear Ps. Pt = Tension on location PS Vin Ps = Shear on location 1.1 n = Number of anchors per location I T = Tension per anchor V = Shear per anchor — Analysis of Bolt Tbort = n And Vbort = Y! i Tba Combined Lateral and Withdrawal design value, Check Nail or Screw(Per 2015 NDS-ASD) (W'p)Z' Allowable withdrawal value,W'=W(CD*CMZ*Ct*CIn) Z'0= (W' cost a+ Z'sin2 a Allowable lateral value, Z'=Z(CD*CM*Ct*Cs*Ce*Cos*Cdr*Ctn) Where, W = Withdrawal Design Value, Table 9.2A _�(p P 1 Z = Shear Design Value, Section 9.3.2 a= tan ) for attachment to structure CD = 1.6- Table 2.3.2, for seismic. CM = 1.0- Table 11.3.3, Moisture Content< 19% _,(—Ps 1 Ct = 1.0- Table 11.3.4, Temp< 100 °F a=tanJ for attachment to curb P Cs = 1.0- 11.3.6 for dowel type fasteners<i" = J(T )2 + (V )2 CA = 1.0- Table 12.5.1A, min. edge dist.=7D Actual Load on Anchor, Z e,a�t b.tr bolt Cos = 1.0- Table 12.5.1C, min.edge dist.=4D Where, p=Anchor Penetration Cdr &Cm = N/A Check Lagscrew Zact < 1.0 0 NOISE&VIBRATION ISOLATION SOLUTIONS.SEISMIC RESTRAINT.THERMAL PIPE DESIGN. _ ND SRE3D PROJECT: APOLLO FAB. CLEANROOM DWG. NO.: AM.AFC.c3 426 Jasmine Dr Brea,CA 92821 (714)318 3721 CUSTOMER:APOLLO MECHANICAL DATE:4/6/17 DWN.BY: ND SEISMIC LOAD CHECK Tag: WEF-01-A, B,C Max. Unit Weight= 380 ap= 2.50 Rp= 6.00 SDS= 0.716 Ip= 1.00 z= 1.00 h= 1.00 Fph(calc.1= 136 Fph(„„„")= 82 Tag: GV-01A&01D Fph(max.)= 435 Max. Unit Weight= 159 Fph(a)= 95 ap= 2.50 Fpv(a)= 38 Rp= 6.00 SDS= 0.716 Ip= 1.00 Curb to 2x4's Unit to Curb z= 1.00 h= 1.00 Fph(a)= 95 Fph(a)= 95 Fph�ca�c"�- 57 Fpv(a)= 38 Fpv(a)= 38 b1= 48 b1= 36 Fph(.0.)= 34 b2= 49 b2= 49 Fph/max.)= 182 - h= 32 h= 20 Fph(a)= 40 N= 6 N= 4 Fpv(a)= 16 n= 1 n= 4 Ixx= 2304 Ixx= 1296 Curb to 2x4's Unit to Curb Iyy= 3602 Iyy= 2401 Tan(theta)= 1.53 Tan(theta)= 1.36 Fph(a)= 40 Fph(a)= 40 theta(rad)= 0.99 theta(rad)= 0.94 Fpv(a)= 16 Fpv(a)= 16 theta(deg)= 56.85 theta(deg)= 53.70 b1= 44 b1= 44 Pt= 19 Pt= 53 b2= 44 b2= 44 Pc= 108 Pc= 42 h= 24 h= 12 Ps= 16 Ps= 6 N= 6 N= 4 Type of anchor=1/4"Lag Screw Type of anchor= #12 Screw n= 1 n= 4 Embedment(in)= 2 Tallow= 99 lxx= 1936 Ixx= 1936 Load Duration Factor, CD= 1.60 Van.= 200 Iyy= 2904 Iyy= 1936 W(Ibs/in)= 135 Vacrew 0.00 Tan(theta)= 1.50 Tan(theta)= 1.00 W'(Ibs/in)= 217 Tscrew- theta(rad)= 0.98 theta(rad)= 0.79 Z= 116 Check Shear= 0.00 theta(deg)= 56.31 theta(deg)= 45.00 Z'= 140 Check Tension=- Pt= 11 Pt= 28 a= 0.00 Pc= 42 Pc= 12 Combined,Z'a (Ibs)= 140 Ps= 7 Ps= 2 Loads per Anchor,Za,act= 25 Type of anchor= 1/4"Lag Screw Type of anchor= #12 Screw Check Lagscrew= 0.18 Embedment(in)= 2 Tana,,,_ 99 Load Duration Factor, CD= 1.60 Va„aw 200 W(Ibs/in)= 135 Vscrew 0.00 W'(Ibs/in)= 217 Tscrow__..--------- Z= Z= 116 Check Shear= 0.00 Z'= 140 Check Tension=- a= 0.00 Combined,Z'a (Ibs)= 140 Loads per Anchor,Za,act= 13 Check Lagscrew= 0.09 NOISE &VIBRATION ISOLATION SOLUTIONS.SEISMIC RESTRAINT.THERMAL PIPE DESIGN. No5IE3IJ PROJECT: APOLLO FAB. CLEANROOM DWG. NO.: AM.AFC.c4 426 Jasmine Dr Brea,CA 92821 I (714)318-3721 CUSTOMER:APOLLO MECHANICAL DATE:4/6/17 DWN. BY: ND LAG SCREW WITHDRAWAL AND LATERAL VALUES per NDS 2015 Attachment= Withdrawal Values : ON I t D (in)= 1/4 W = 1800 G3'2D3/4 %//,t/71.1%/ IFAlei-/./_7.. L(in)= 2.00 W'= W Cp CM CI Ce9 Et (in)= 0.75 CD = 1.6 for seismic — S (in)= 5.00 CM = 1.0 <_ 19% moisture p(Z) t(in)= 0.125 C = 1.0at � 150°F L C 1.0 not in end grain P (W) G = 0.50 Table 12.3.3A = D,(in)= 0.173 Appendix L : E (in)= 5/32 Appendix L Lateral Values : p(Z, in)= 1.719 12.4.1 Z Im = Dr8DrFern E 8Dr(in)= 1.384 Rd Dr ---- t W(lbs/in)= 225 12.2.1Z18 = Dr t Fes Co= 1.60 10.3.2Rd - - k, Dr t Fes --Et (min)----- El(min)--•- CM= 1.00 10.3.3 Z1, = R Ct= 1.00 10.3.4 d - m _ k2 Dr 8DrFe Ce9= 1.00 12.5.2 Z„,„ = (1+2Re)Rd W(lbs/in)= 360 Table 11.3.1 k3 Dr t Fem p(W, in)= 1.344 12.4.1 Z„, = (2+Re)Rd Fern(Psi)= 4450 Table 12.3.3 p 2 2 Fer„ F yb Fes(PSi)= 61850 Table 12K ZI`/ = Rd \3(1+Re) Fyb(psi)= 70000 Table 12K Re= 0.072 Table 12.3.IA k, = VRe +2 Ree (1+Rt +Rt2)+Rt2 R13 -RB (1+Rt) (1+Re) Rt= 11.07 Table 12.3.1A k1 = 0.337 Table 12.3.1A k2 = -1+,I2 1+Re)+ 2Fyb(1+2Re)Dr2 ( 3Fm pz k2= 0.527 Table 12.3.1A e k3= 7.451 Table 12.3.IA k 1+ 2(1+Re) + 2Fyb(2+Re)Dr2 Zen(lbs)= 382 Table 12.3.1A 3 Re 3 Fern t2 Z1s(lbs)= 480 Table 12.3.1A Re = Fern /Fes Rt = 8 Dr /t Z❑(lbs)= 162 Table 12.3.1A Rd (I)= 4(1+0.25) 1 to grain Zlitm(lbs)= 176 Table 12.3.1A Rd (II) = 3.6(1+0.25) 1 to grain ZIIIs(lbs)= 124 Table 12.3.1A Rd (III,IV) = 3.2(1+0.25) 1 to grain Zn,(lbs)= 149 Table 12.3.1A Z'= Z CD CM Ct C9 Co Ce® Cd Z(lbs)= 120 12.3.1 C9 = 1.0 where group action does not apply C9= 1.00 11.3.6 Co = 1.0 When S >_ 4 Dr and S /4 Dr when 4 Dr > S >_ 3 Dr Co= 0.75 12.5.1 Cd = 1.0 when p>_8Drand p/8 Dr when 8Dr > p >_ 4Dr Cd = 1.00 Z'(lbs)= 144 Table 11.3.1 NOISE S.VIBRATION ISOLATION SOLUTIONS.SEISMIC RESTRAINT.THERMAL PIPE DESIGN. 4/5/2017 Design Maps Summary Report aLGS Design Maps Summary Report User-Specified Input Report Title Tigard, OR Thu April 6,2017 06:54:52 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 45.42°N, 122.78°W Site Soil Classification Site Class D —"Stiff Soil" Risk Category I/II/III II - ' artlandj Gre! .,' . Ldt " 4 9 . ,:,°-'' .,,,,;07,°°4 lina i,\,. i R "i:m c \,, .17,;,,:. ,_,7211‘v S .1: .,,;, ,' r i"" 99 . „,,,i;e7,0*1,,...*ti: 4:44.-"Y:: , '': ,,,, 17 '4.. _. '” s a., � i s `c : r_ „ t -.. ; r USGS-Provided Output SMs = 1.0748 Ss = 0.964g SDS = 0.7168 S1 = 0.421 g SMt = 0.665 g SDS = 0.443 g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. NICER Resporise Spectrum Dean Response Spectrum - F..>I_.9.I(se-7-) T( _ Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. https://earthquake.usgs.gov/cn2/designmaps/us/summ ary.php?tem plate=m ini mal&latitude=45.42&longitude=-122.78&siteclass=3&riskcategory=0&edition=ibc-... 1/1 S -. , , _ Job Title: APOLLO SHOP FANS MAR 28 2017 Elevation: (ft) 203 a.w Date: 12/21/16 Submitted By: Ron Enkelis JOHNSON AIR PRODUCTS 2220 SE NINTH AVENUE PORTLAND , OR 97214-4661 US Phone: (503)234-5071 Fax: (503)233-0451 Email Address: renkelis@johnsonair.com 3GREENHECK Building Value in Air. P.O. Box 410 Schofield, WI 54476 (715) 359-6171 FAX (715) 355-2399 www.greenheck.com Generated by:renkelis@johnsonair.com CAPS 4.21.2332 \\H2\Greenheck\Job Data Files\Ron\APOLLO SHOP FANS.gfcj Page 1 of 11 I • Printed Date: 12/21/2016 JGREENHECK Job APOLLO SHOP FANS Building Value in Air. Mark: WEF-01-MS Model: MSAC-1-32/J-G8-40 .Motor Starter Advanced Control with 0 sr 1f\ r rA r" Qty: 3 Model: MSAC-1-32/J-G8-40 Standard Construction Features: NEMA and IEC, dual-rated contactor—HOA keypad—Hand, off, auto, run and fault lights—Conduit plate knockouts—Solid- state, electronic overload—Stall protection—Locked rotor trip—Max start time monitoring—Overload out of calibration protection—Adjustable power failure restart mode—3 inputs for remote control; 12-250V direct voltage input, N.O.dry contact and fireman's override—2 output relays; motor status and fault alarm—Damper actuator control, 24VDC, 30VA max—Damper limit switch input- UL, cUL Motor Starter Configuration: Series: Type: Enclosure: Material: HP: Power: Nema Size: MSAC Combination NEMA-1 16 Ga Steel 5 460/60/3 1 Contactor NEMA Size Rated Operational Rated Insulation Rated Thermal Current 30(0<=55 C)[HP] Voltage Voltage 200V 240V 460V 500V MRC-32 1 690V 1000V 7.5 10 20 25 Overload Trip Class OL Reset OL Type FLA Range Phase Unbalance Phase Loss MSAC 10 or 20 Manual or Auto Electronic Thermal 1-40A Trip in 3 sec @ 25% Trip in 3 sec Disconnect Part Rated Operational Magnetic Release Protection Max Short Circuit Current[KAIC] Number Current[A] Operating Current[A] Degree 200/240V 480V 600V - CMS-32H1-8 8 104 IP20 100 65 25 MSAC CONTROL WIRING MSAC STARTER 200-600 VAC INPUT POWER WIRING 15 12-250V V4 0—f VOLTAGE Lt L2 L3 10 20 AUTO V3C— -INPUT 5 25 L7/T1 L2/T2 L3/1"3 12-250V V2 C - VOLTAGE • 1 30 FIREMAN'S V7�-f INPUT OVERRIDE MCP (/T 1/ (\, 0 OPTIONAL \• \• \ FLA(A) 35 } 02 C—••N.O.OUTPUT 40 u STATUS 0C -COMMON x FAULT �010 -►N.O.OUTPUT Tt/L�T2 •T3/L3 OVERLOAD SETTING 1111DRY SHUTDOWN D6 N.C. DS INPUT H1 JSD (Remove tc wire shutdown switch) ONI • DRY PERMISS D4 #4.-N.O. DL 1111 D3 C� INPUT• OFF (Remove to wire laeserI JPS permissiveswitch)ft) DRY AUTO D1 C •D2 C N.O. -r'INPUT L1� L2� L3 — 43 O RUN DAMPER/ACTUATOR A+�DAMPER OUTPUT M T1• T2• T3� 32 44 O FAULT AUX L+ y N.O. �' CONTACTS LIMIT SWITCHL ,. 1 -r-INPUT �6 KEYPAD C"C 'IDS (Remove to wire 11/ damper switch) 1p4 T C+C CONTACTOR _ COIL PCB POWERC_ © 3.S ® 11 3PH n n A2 Al 11 H1 H4 24V OUT ® MTS -(a • ' CONTACTOROR COI L / Noe8/1.A fea BP.Maghis`122lbRIRAi ARt in. CAPS 4.21.2332 \\H2\Greenheck\Job Data Files\Ron\APOLLO SHOP FANS.gfcj Page 2 of 11 Printed ate: /2016 LGREENHECK J b: APOLDLO SHOPIFANS Building Value in Air. Mark: WEF-01 - Model: CUBE-360-50 -Model: CUBE-360-50 58.63 Dia. Belt Drive Upblast Centrifugal Roof Exhaust Fan J Dimensional _ 39.13 Quantity 3 JI ' 29.375 Weight w/o Acc's(Ib) 302 L._1 Weight w/Acc's(Ib) 380 '\ ( 1.75 Max T Motor Frame Size 215 ) Optional Damper(in.) 36 x 36 Roof Opening(in.) 38.5 x 38.5 46 -I *Overall height may be greater depending on motor Performance 2.4 6 Requested Volume(CFM) 16,000 Actual Volume(CFM) 16,000 : , _ 5 External SP(in.wg) 0.5 2.0 672 FRP14� _ ' Total SP(in.wg) 0.656 Fan RPM 672 rn 1.6 ,. .. 4 Operating Power(hp) 4.84 . Elevation(ft) 203 m 1 2 _ 3 tii Airstream Temp.(F) 70 N 0 Air Density(Ib/ft3) 0.074 rc Drive Loss(%) 3.9 a 0.8 — — 2 Tip Speed(ft/min) 6,331 ry �• ' m Static Eff.(%) 1 36 CO --,./ 0.4 ,. `_ - - • . 1 00 sy stm' - Motor 0.0 :_.i_ i. 0 Motor Mounted Yes 0 2 4 6 8 10 12 14 16 18 20 Size(hp) 5 Volume(CFM)x 1,000 Voltage/Cycle/Phase 460/60/3 Enclosure ODP L. Operating Bhp point External SP 0.5 in.wg Motor RPM 1725 0 Operating point at Total SP Damper 0.156 in.wg • Operating point at External SP Total SP 0.656 in.wg Windings 1 Fan curve Note:Using External SP only,the fan would have NEC FLA"(Amps) 7.6 - - - -System curve been incorrectly selected at: Brake horsepower curve 653 RPM 4.36 hp Notes: All dimensions shown are in units of in. - *NEC FLA-based on tables 430.248 or 430.250 of amca Sound Power byOctave Band National Electrical Code 2014.Actual motor FLA may vary, WORIIDrIDE for sizing thermal overload,consult factory. Rn IT�I 8 Sound 1.4 62.5 125 250 500 1000 2000 4000 8000 LwA dBA Sones LwA-A weighted sound powsur le level, based d ANSI 5dB SOYAD Data dBA-A weighted sound pressure level,based on 11.5 d8 D M, attenuation per Octave band at 5 ft-dBA levels are not RSR Inlet 87 97 88 79 78 74 67 62 86 t 74 26 licensed by AMCA International raron11eo1 Sones-calculated using AMCA 301 at 5 ft mo•.m,. ,�c' o,mm� Generated by:renkelis@johnsonair.com CAPS 4.21.2332 \\H2\Greenheck\Job Data Files\Ron\APOLLO SHOP FANS.gfcj Page 3 of 11 Pr nted ate: /2016 GREENHECKJ b�APOLLO SHOPFANS Building Value in Air. Mark: WEF-01 Model: CUBE-360-50 Model: CUBE-360-50 Belt Drive Upblast Centrifugal Roof Exhaust Fan Standard Construction Features: -Aluminum housing-Backward inclined aluminum wheel-Curb cap with prepunched mounting holes-Motor and drives isolated on shock mounts-Drain trough-Ball bearing motors-Adjustable motor pulley-Adjustable motor plate- Fan shaft mounted in ball bearing pillow blocks-Bearings meet or exceed temperature rating of fan-Static resistant belts-Corrosion resistant fasteners- Internal lifting lugs Selected Options &Accessories: NEMA Premium Efficient Motor-meets NEMA Table 12-12 UL/cUL 705 Listed-"Power Ventilators" Switch,NEMA-1,Toggle,Shipped with Unit Junction Box Mounted&Wired Roof Curb-Galv.,GPI-46-G12,Under Sized 1.5 in.Total Damper Shipped Loose,WD-100-PB-36X36, Not Coated Damper Actuator(MP-100A),24 VAC Actuated Stainless Steel Fasteners-300 Series Birdscreen:Galvanized Bearings with Grease Fittings,L10 life of 100,000 hrs(L50 avg.life 500,000 hrs) Unit Warranty: 1 Yr(Standard) Generated by:renkelis@johnsonair.com CAPS 4.21.2332 \\H2\Greenheck\Job Data Files\Ron\APOLLO SHOP FANS.gfcj Page 4 of 11 nted LGREENHECKJ bre APOLLOSHOP Date: I/2016 FANS Building Value in Air. Mark: W E F-01 Model: CUBE-360-50 Disconnect Switch Enclosure Rating: NEMA-1 Standard Construction Features: Enclosure constructed for indoor use to provide a degree of protection to personnel against incidental contact with the enclosed equipment and to provide a degree of protection against falling dust. This enclosure meets the rod entry and the indoor corrosion protection design tests. The rod entry test is intended to simulate incidental contact with enclosure equipment. Enclosure is equipped with provision to lockout in the off position with customer supplied lock. Disconnect Switch Configuration Type: Toggle Motor Size: 5 hp Voltage: 460 UL Listed: Yes Manufacturer: Square D Cycle: 60 Amperage: 30 CSA Approved: Yes Overload Protection: None Phase: 3 Switch Pole(s): 3 Rating: 10 hp Junction Box Mtg.: Mounted and Wired RPM: 1725 Exp. Resist. Wiring: None Switch Mounting: Shipped With Unit Electrical Drawing Details e C Wiring ,11,1L\ l _ Schematic OFF 3.00 _ 4.25 e • • • 0.56 I- ---0.41 2.75 - i —1.63— • • • F 2.88 2.44 ■ Fol Notes:All dimensions shown are in units of in. Generated by:renkelis@johnsonair.com CAPS 4.21.2332 \\H2\Greenheck\Job Data Files\Ron\APOLLO SHOP FANS.gfcj Page 5 of 11 /2016 JGREENHECKIBGREENHECKJoPrinted b APO Date:O SHOPFANS Building Value in Air. Mark: WEF-01 Model: CUBE-360-50 Assembly Drawing Type: Belt Drive Upblast Centrifugal Roof Exhaust Fan I/'� Table Exhaust Damper&Ductwork Suggested 1 38.5 Roof Opening 1 SQ _Al Standard Duct 36 SQ TOP VIEW 58.6 Dia. - 29.4 39.2 41.4 1 J� /�� 46.0 12.0 Flat Roof Curb J NOTE:Overall height may be greater depending on motor FRONT VIEW Notes:All dimensions shown are in units of in.. Generated by:renkelis@johnsonair.com CAPS 4.21.2332 \\H2\Greenheck\Job Data Files\Ron\APOLLO SHOP FANS.gfcj Page 6 of 11 ate: /2016 LGREENHECKJoPrinted b APOLDLO SHOPFANS Building Value in Air. Mark: WEF-01 w Model: CUBE-360-50 Horizontal Mount Exhaust Damper Model: WD-100 Standard Construction Features: - Model WD-100 is a horizontal mount exhaust damper(air flow up)and is constructed of 18 ga galvanized steel with pre- punched mounting holes- Damper blades are 0.025 in. roll formed aluminum with vinyl seals on the closing edge, and spring assisted for ease of opening - Steel axles are 0.188 in. diameter zinc plated mounted in acetal bushings - Synthetic axle bearings Damper Configuration: Actuator Type: 24 VAC End Switch: No Actuator Configuration: Manufacturer: Greenheck Jackshaft Quantity: 0 Model: MP-100A Mounting: None Quantity: 1 36 36 ffffff6.6 1 DAMPER TYP. SECTION VIEW Notes:All dimensions shown are in units of in. Width And height furnished approximately 0.125 in.undersize Generated by:renkelispajohnsonair.com CAPS 4.21.2332 \\H2\Greenheck\Job Data Files\Ron\APOLLO SHOP FANS.gfcj Page 7 of 11 nted /2016 IGREENNECKJ bre APOLLOSHOP Date: IFANS Building Value in Air. Mark: WEF-01 Model: CUBE-360-50 Roof Curb Model: GPI Material: Galvanized Standard Construction Features: - Roof Curb fits between the building roof and the fan mounted directly to the roof support structure -Constructed of either 18 ga galvanized steel or 0.064 in. aluminum -Straight Sided without a cant-2 in. mounting flange-3 lb density insulation - Height -Available from 8 in. to 42 in. as specified in 0.5 in. increments. Notes: -The maximum roof opening dimension should not be greater than the "Actual"top outside dimension minus 2 in.. -The minimum roof opening dimension should be at least 2.5 in. more than the damper dimension or recommended duct size. -The Roof Opening Dimension may NOT be the Structural Opening Dimension. - Damper Tray is optional and must be specified. Tray size is same as damper size. -Security bars are optional and must be specified. Frames and gridwork are all 12 ga steel. Gridwork is welded to the frame and the frame is welded to the curb. 44.5 44.5 12.0 48.5 48.5 Notes:All dimensions shown are in units of in. Generated by:renkelis@johnsonair.com CAPS 4.21.2332 \\H2\Greenheck\Job Data Files\Ron\APOLLO SHOP FANS.gfcj Page 8 of 11 12/2 d ate: nte L GREEAIHECK Job i APOLDLO SHOP1FANS Building Value in Air. Mark: WEF-01 Model: CUBE-360-50 r CUBE-360-50 Min/Max Fan Curve Performance Requested Actual External Total Fan Operating Volume Volume SP SP RPM Power (CFM) (CFM) (in.wg) (in.wg) (hp) 16,000 16,000 0.5 0.656 672 4.84 2.4 6 2.0 - s. _ 5 ��.��:,�►rd • ® A 69.1/'PA'`'./14 91 y'�Jrr i A. ` ' 1- t • t �j . - 4 - " ' • F i v12 � 3 I. 03 i _ � .-� — I — Q) °x- 0,8 ` 2ta. - 1 ca �'� i — I 1 � � _�;' ---Vin- - PM_ I _t. 0.0 - C I ! i ' 0 0 2 4 6 8 10 12 14 16 18 20 Volume (CFM) x 1,000 A Operating Bhp point O Operating point at Total SP • • Operating point at External SP Fan curve System curve Brake horsepower curve Generated by:renkelis@johnsonair.com CAPS 4.21.2332 \\H2\Greenheck\Job Data Files\Ron\APOLLO SHOP FANS.gfcj Page 9 of 11 • ate: /2016 IGREEIVHECKJob: APOLDLO SHOPFANS Budding Value in Air. Mark: WEF-01 Model: CUBE-360-50 AMCA CIMCCI WORLDWIDE CERTIFIED RATINGS /sounD AIR PERroRmRncE nIR fee mOVEI11EIIT ito RAD COATROI •�'�� AJJOCIRTIOA '0`9 IATERAATIOAAI. Inc. AMCA Licensed for Sound and Air Performance Without Appurtenances (Accessories). Power rating (BHP/kW) includes transmission losses. • Greenheck Fan Corporation certifies that the model shown herein is licensed to bear the AMCA Seal. The ratings shown are based on tests and procedures performed in accordance with AMCA Publication 211 and AMCA Publication 311 and comply with the requirements of the AMCA Certified Ratings Program. Performance certified is for installation type A: Free inlet, Free outlet. Power rating (BHP/kW) includes transmission losses. Performance ratings do not include the effects of appurtenances (accessories). The sound ratings shown are loudness values in fan sones at 5 ft. (1.5 m) in a hemispherical free field calculated per AMCA Standard 301. Values shown are for installation type A:free inlet hemispherical sone levels. dBA levels are not licensed by AMCA International. The AMCA Certified Ratings Seal applies to sone ratings only. The AMCA licensed air and/or sound performance data has been modified for installation, appurtenances or accessories, etc. not included in the certified data. The modified performance is not AMCA licensed but is provided to aid in selection and applications of the product. Generated by:renkelis@ajohnsonair.com CAPS 4.21.2332 \\H2\Greenheck\Job Data Files\Ron\APOLLO SHOP FANS.gfcj Page 10 of 11 Printed ate: /2016 f1GREENHECK J b APOLDLO SHOP1FANS Building Value in Air. Mark: INTAKE VENTS r Model: FGI FGI Hooded Gravity Intake A B —..1 STANDARD CONSTRUCTION FEATURES •Precision formed locked rib construction. •Available in aluminum or galvanized steel construction. •0.5 in.galvanized steel mesh birdscreens. • — — / — C Heavy gauge galvanized steel support members.•Hood can be removed completely from the base or hinged open. •Units with a throat size exceeding 60 in.x 120 in.will have 12 in.galvanized I— iBase Height bases as standard. I75 t •Recommended roof opening dimension is at least 2.5 in.larger than the L f TW TL -..-1r f damper size. Curb Cap Width Curb Cap Length SELECTED OPTIONS&ACCESSORIES Galvanized Birdscreen-0.5 in.Mesh Type Galvanized Steel Housing Alum.Mesh Insect Screen Over the Throat NOTE:All dimensions shown are in units of inches Curb GPI-G12 Damper WD-200-PB,Chnl. Frm.,24 VAC,Int Mnt., Dmpr Shipped Sep. DIMENSIONS "TW" "TL" Curb Curb Opt. Opt. Base- ID# Tag Qty Width Length A(in.) B(in.) C(in.)roat Throat Width Length Widthr Damper Wt.(Ib) Height Assembled (in.) (in.) (in.) (in.) (in.) (in.) 1 1-1 2 38 38.5 61 72 23 44 44.5 38 38.5 159 5 Yes PERFORMANCE Volume Throat Throat-Vel ID# Tag Qty (CFM) SP(in.wg) Area(ft2) ocity- (ft/min) 1-1 2 0 0 10.16 0 • Generated by:renkelis@johnsonair.com CAPS 4.21.2332 \\H2\Greenheck\Job Data Files\Ron\APOLLO SHOP FANS.gfcj Page 11 of 11 O1 O OO O1 0 0 0 GENERAL NOTES A SEE SHEET G-002 FOR LEGEND,ABBREVIATIONS AND GENERAL i 1.-05, 24'-0" 24'-0" / 24'-0" 24'-O" 1-05/ 24'-0" 24'-0" / 24'-0' , 24'-0" NOTES. -o A O ........ ................. <........y. .� L.L...............;-„. k ____. __ _. _..._ O♦ ♦ I; (,.... ._... t._. _.............. j.f I( -_. ____. 1 INTERLOCK WEF-01A MOTOR AND DAMPER TO A SINGLE SWITCH '` ---� MOUNTED ON BUILDING COLUMN.THE SWITCH SHALL ACTUATE "'"e •,''''''," as''' 11 I DAMPER OPEN,AND ENERGIZE FAN WHEN TOGGLED. " 2 INTERLOCK WEF-01B MOTOR AND DAMPER,GV-01A DAMPER AND GV-01B DAMPER TOA SINGLE SWITCH MOUNTED ON BUILDING 4 COLUMN.THE SWITCH SHALL ACTUATE DAMPERS OPEN,AND I �,, ENERGIZE BOTH FANS WHEN TOGGLED. - PRELIMINARY I 3 INTERLOCK WEF-01C MOTOR AND DAMPER,GV-01C DAMPER AND NOT FOR GV-01D DAMPER TO A SINGLE SWITCH MOUNTED ON BUILDING COLUMN.THE SWITCH SHALL ACTUATE DAMPERS OPEN,AND CONSTRUCTION I, 36X36-EXH 0(TYP3) ENERGIZE BOTH FANS WHEN TOGGLED. UP TO WEF-01A 4 INSTALL NEW ROOF CURB AND GRAVITY VENTILATOR.DO NOT �' _ _ ATTACH ANY DUCTWORK TO VENTILATORS. 12 ( IIICCL n i'��' 5 INSTALL NEW ROOF CURB AND EXHAUST FAN.DO NOT ATTACH I ' "=71'`STANli, 1 WEF-01C ANY DUCTWORK TO EXHAUST FANS. l,.' ' ! O - ❑ - 0 ♦ - - - o w �� > j 0 Z E Q In 5 W Z ((' II 0 (TYP.2) _ -. - U Li 0 €, li,UP TO GV-01A - - z pzw ® O �wCC 'II' 36X36-EXH J J U O UP TO WEF16 Q'i GV-01A VQ.-I '' III NIT J n CITY OF TIGARD COQ — y WEF-01B REVIEWED FOR CODE COMPLIANCE o ,,'~ <> \ 1,___I11'[[1 - 4-- - —L— El— - In Approved: I1� Lii.oOTC: l h Permit#: `k :.�.20l 7 CO 2 0 • H Address: ✓ ( & .I�".. Suite#: & w -11 �' B . -�►,, � ►1 Date: ��(( (7, 0_ ..aH 36X36-EXH I UP TO WEF-01C h it i 1 i W €�0,l OFFICE COPY o UP TO GV-01D o- WEF-01C tli' �_ EZ II - - _� GV-01D II 1 1 S II w Oma- a ❑ ❑ _._...._----- O ♦ - - - - cc0 75'-0"FULL HEIGHT WALL 0 1 ' / " O a ' S p II x (' 0 LL 0 I 1n W w 0 0 W CO w a I Y o I, Drawn By:BY 2 Sheet Title: MECHANICAL PARTIAL PLAN- DIRTY WELD- PHASE 1 Alth MECHANICAL FIRST FLOOR PARTIAL PLAN - DIRTY WELD - PHASE 1 Ark MECHANICAL ROOF PARTIAL PLAN - DIRTY WELD - PHASE 1 = - Sheet Number: M-112A SACLE:3/32"=1'-0"(ON 22X34 PAPER) M-112A SACLE:3/32"=1'-0"(ON 22X34 PAPER) z M-1 12A Proj No: CC16103