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Specifications , /ecZo2D 40/6k /D79S rs/t/ C.9ecn-oo 4-t/6 I ' JOB: Wigg/e Kitchen Equipment _M ShEET NO.: OF CA_CUATED BY: KG DATE 31/7/20 58 16 SW Gillcrest ct CI ec ED BY: DATE Portland, OR 9722I Ph: 503.896.77 12 PKOJEC r NO.: K6 PROJECT INFORMATION Kitchen Equipment R - \JED 10795 SW CASCADE AVE, TIGARD OR 97223 MAR 2 6 2020 CITY OF TIGARD BUILDING DIVISION Building Codes 2015 IBC A5CE 7- 16 2019 055C Design Parameters Exposure = B Wind Speed = 1 20 GOO Roof Height = 30 OFfrG Seismic Values Sds = 0.689 Ip = 1 4 p P R()Fes cNG I Ne'FR s 6yv `:t' 54624PE 00EG0N e ff,ygRY 14,E Y/N GCf EXPIRES: 6/30/21 Project: Sheet# Location: 2 $816 SW GIu.CREST CT. PORTLAND,OR 99221 TEL•303.896.7712 Client: Job# Date: By: ' 1/2" DIA ATR SUPPORT ;; ;' ® 9• �'�. (8 PLACES EACH HOOD) ffi 9' 5�/� —1 9' • 12* %4t � t � %ice Hi � + ' I._ _ E r , MOW iiiiciir j I; ell 01 c' 4 ; ;� ii ii �I ��\\III N, ' Jtllity ' ' Cabinet ID- - -. . ' , U.L. Listed LS? Series E26 Can. ' , Uri Fixture High Temp Pisembl 1 i , ; I "® ' i 1 A , i=d / t , /1"irC . i i 1 r' " F T. A• lr 1 NI , - 4. Listed 5- S rles E26 anopy I Llg Flxt el - igh Temp Assembly , • • :,:0,I.,-.--...."- IiImT 1 L 1 Ili+ ;3 , MI J • I, II ', , - 1/8" BRAIDED CABLE L P1000 1-5/8" SINGLE STRUT SEISMIC BRACE TO STRUT RUNNING UNDER (E) JOIST (4-PLCS EACH HOOD) �\yot Norfss�y SUSPENDED WITH ANGLE CLIP 4` '55624PE:` � AND 1/2" DIA THRU-BOLT vOREGON O� a f'IN Gcom EXPIRES: 6/30/21 0 HOOD INSTL PLAN VIEW HOOD WEIGHT= 1000 lbs (APPROX) r '~ w. Project: Sheet# 3816 SW cuEcaFST CT. Location: 3 PORTLAND.OR 97221 Job itTEL:503.896.7712 Client: Date: By: Exhaust Fan MUA Mounting Similar (5)#10 SMS /Side (4) 1/4"x 6"LAG Screw/Side 14"x16" A101 1 seem welded Grease .. Duct wrapped in 2 layers of Morgan R••f Deck II■II F rewrap, as per code 2x Blocking -, w/LUS ea end 1/2" DIA ATR P1000 1-5/8" Sngl Strut Hood Support Running Under (E)Joist (6 places) Suspended w/Angle Clip and 1/2" DIA Thru-Bolt c_sto PROP(s 041 Nee- /°t> 5%24PE OI EcbM p' 4RY t k,ti ./`/N ODOR EXPIRES: 6t30/21 0 HOOD/RTU INSTL SECT VIEW 3/17/2020 ATC Hazards by Location Hazards by Location Search Information 'wares state rarest cJ Tillamook Address: 10795 SW Cascade Ave,Tigard,OR 97223, USA Coordinates: 45.4416775,-122.7820691 0 • Elevation: 165 ft Tlmestamp: 2020-03-17T22:26:37.594Z Minnville Hazard Type: Seismic (svwl ' Map! Report a map error Reference ASCE7-16 Document: Risk Category: II Site Class: D-default Basic Parameters Name Value Description SS 0.861 MCER ground motion(period=0.2s) Si 0.396 MCER ground motion(period=1.0s) SMS 1.033 Site-modied spectral acceleration value SM1 *null Site-modified spectral acceleration value SD6 0.689 Numeric seismic design value at 0.2s SA Sp1 *null Numeric seismic design value at 1.0s SA See Section 11.4.8 vAdditional Information Name Value Description SDC `null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv 'null Site amplification factor at 1.0s CRs 0.885 Coefficient of risk(0.2s) CR1 0.867 Coefficient of risk(1.0s) PGA 0.392 MCEG peak ground acceleration FPGA 1.208 Site amplification factor at PGA PGAM 0.474 Site modified peak ground acceleration https://hazards.atcouncil.org/#/seismic?lat=45.4416775&Ing=-122.7820691&address=10795 SW Cascade Ave%2C Tigard%2C OR 97223%2C USA 1/2 3/17/2020 ATC Hazards by Location TL 16 Long-period transition period(s) SsRT 0.861 Probabilistic risk-targeted ground motion(0.2s) SsUH 0.972 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value(0.2s) S1RT 0.396 Probabilistic risk-targeted ground motion(1.0s) S1UH 0.457 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) S10 0.6 Factored deterministic acceleration value(1.Os) PGAd 0.5 Factored deterministic acceleration value(PGA) * See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer . Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncil.orgt/t/seismic?lat=45.441677581ng=-122.78206918address=10795 SW Cascade Ave%2C Tigard%2C OR 97223%2C USA 2/2 JOB: Mars Kitchen Equipments , SHEET NO.: OF CALCULATED BY: KG DATE .//7/2O 581 G SW Gillcrest ct CHECKED BY: DATE Portland, OR 97221 Ph: 503.896.771 2 PROJECT No.: KG WIND LOADS ASCE 7-I 0 Sec. 29.5. I Rooftop Structures and Equipment for Budding with h <_ GO ft basic wind design criteria: Wind Speed V = 20 mph Exposure category = S Mean roof height h = 30 ft Wind pressure formulas and input data: qh= .0025G Kz IC,, K V2 Eq. 29.3-1 Topography factor KA= 1.0 Directionality factor Kd = 0.90 Table 26.6-I Exposure coefficient Kz= 0.70 Table 29.3-I note I Lateral force Fh = qh(GC.) Af Eq. 29.5-2 Lateral (GCr) = I.90 Vertical uplift force F = qh(GC,) A,. Eq. 29.5-3 Uplift(GCr) = 1.50 Compute K2 Table 26.9-1 For selected exposure category exposure alpha zg zg = 7 8 7 1200 alpha = 1 200 C 9.5 900 D 1 I .5 700 for h less than 1 5 ft Kz = 2.01*(1 5/zg)^(2/alpha) = 0.57 for h greater than 15 ft Kz = 2.0I(z/zg)^(2/alpha) = 0.70 Design wind presure : qh= 23.24 psf Eq. 29.3-I Lateral pressure, Ff/Af = 44.2 psf Eq. 29.5-2 Uplift pressure, FjA,. = 34.9 psf Eq. 29.5-3 where Af = vertical projected area of equipment Ar = horizontal projected area of equipment 6 581 G SW G lIcrest ct Portland, OR 9722 I Ph: 503.896.7712 Calculations KITCHEN HOOD, ROOFTOP EQUIPMENT ►WignIMMI Project: Sheet# 5816 SW GILLCREST CT. won' PORTLAND.OR 97221 TEL 503.896.7712 Job# Date: 1 By: L4 hxr- -gtC,.p..) rrJzr-k Gt'L $ of 042 r (10C,C, ) — - ci3 4*— ceCi- 77-e = 703 ?c t OK C--e-Cif- LPG-4A-t— EArc ►s (4) CA-e.t.E 3S 3 / = t 9 e 4c C Pos., T = 334? Cv art- L-r/ Sgi .,. Itw-' in erect: IA)\_64.-1 cc- `'►f Sheet# 5816 SW GILLcaEST CT. Location: PORT LAND.OR 97221 TEL.583.896.7712 Client: Job# Date: By: CD C.-KO V2-4-Cam. / 1114 D 1 til 1-1 ti1 isr‹. -- 2 lDL S� rJ = 2S ` (2- 14 I-too11) S -tv Ott ci c(o 441t- Lkke- = 9/0 4 4 '- 11C ry = 012 (04)$9)6) 'wt ASS - O.-7 E. „ P x a 11 i F x d 17 1`n o 1-3-s- I-to0 D (17)Fe = -38e, (& ) F 974 �3 Arc v-_ 1-w D 0,7 FQ = �Z ( 4 ,� FV = 93 , Ale iFTii Project: Sheet# oc 5816 SW GILLCREST CT. won: PORTLAND.OR 97221 Job TEL 505.896.7712 Client Date: ---------- 1�. --_ ------ V _P of r"►R i a, G / 'pi Do up-ais g — LL 2o Psi s rs-P 2` 2'0e_ We = 2, oc- Zx '2 P= 13i!,* D 1/i1L_ (3 ) ST-4) = 16*- 2X. t2 O Lb 1SO0 tps I i� Project: Sheet ft 5816 sw Gu.LCREST CT. Location:. PORTLAND.OR 97221 TEL:503.896.7712 Client: Job ft Date: By: — EQJ � P ,Ji t ►-�� EE t f Z VA/ = 1 5-6, L =AJ = Sep t1 N " SDI v T 4s V 1 k X Y K 37X 1 x = 62--14 f !�xc . L FOB-- � t-S``'l L / tJ i ha 2 4.a c,t-ti.o - Ttwxx = 271`ehtlk. rjE fr fHGti`t'L k ( n — Zo Gei l q u = 60' /s w VA-14_ = I 7/ Ass-0 v (L s1Ms /s, o e L�) Ord- ('t) Q� 0IL r NIMI Project: Sheet tk 5816 SW GILLCREST CT. Location: PORTLANO.OR 97221 TLL 503 R96.7712 Client: Job f} Date: By: -.GQv1 PwnL-7.1.J-r- o..t.—l1-1 t t (co -' 1--) Yw ( LA G g cz1— w� (2) 0-- -/s 10� ( i54) -z ( << a ) lll, o � VE5 f" �� -ooi7 C �z �= So ?2 ZXIZ o 0 �- r C4 t L_ Title Block Line 1 Project Title: You can change this area Engineer: using the"Settings"menu item Project ID: and then using the"Printing& Project Descr: Title Block"selection. Title Block Line 6 Printed 18 MAR 2020 9.28AM Wood Beam Software Raofa.ec6. Somvare copyright ENERCALC,INC.1983-2020.Buld:1220.131 . - DESCRIPTION: Roof Joist CODE REFERENCES _ Calculations per NDS 2005, IBC 2006, CBC 2007,ASCE 7-05 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Load Resistance Factor D Fb+ 1150 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 1150 psi Ebend-xx 1800 ksi Fc-Prl 1800 psi Eminbend-xx 660 ksi Wood Species : Douglas Fir-Larch(North) Fc-Perp 625 psi Wood Grade :No. 1 &Btr Fv 180 psi Ft 750 psi Density 30.59pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(0.046) 0(0,07) D(0.048) �___ [ D(0.013)Lr(0.026)S(0.0325) a 1 t III 2x12 A ASpan=22.0 ft i Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.010, Lr=0.020, S=0.0250 ksf, Tributary Width=1.30 ft Point Load: D=0.0460 k @ 6.50 ft Point Load: D=0.0460 k@ 18.0ft Point Load: D=0.070 k @ 12.0 ft DESIGN SUMMARY Design OK ;Maximum Bending Stress Ratio = 0.96T. 1 Maximum Shear Stress Ratio = 0.239 : 1 Section used for this span 2x12 Section used for this span 2x12 = 1,921.66psi = 74.20 psi = 1,987.20psi = 311.04 psi Load Combination +1.200+L+1.60S+1.60H Load Combination +1.20D+1.+1.60S+1.60H Location of maximum on span = 11.482ft Location of maximum on span = 21.117ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.538 in Ratio= 490>=240 Max Upward Transient Deflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 0.968 in Ratio= 272>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V x C FN C i Cr Cm C t C L Mu tb Fb Vu fir Fv +1.400+1.60H 0.00 0.00 0.00 0.00 Length=22.0 ft 1 0.575 0.137 0.60 1.000 1.00 1.00 1.00 1.00 1.00 2.26 856.34 1490.40 0.36 32.01 233.28 +1.200+0.50Lr+1.60L+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0 ft 1 0.518 0.126 0.80 1.000 1.00 1.00 1.00 1.00 1.00 2.72 1,030.00 1987.20 0.44 39.12 311.04 +1.20D+1.60L+0.505+160H 1000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0 ft 1 0.556 0.135 0.80 1.000 1.00 1.00 1.00 1.00 1.00 2.91 1,104.05 1987.20 0.47 42.05 311.04 +1.200+1.60Lr+L+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 - Length=22.0ft 1 0.847 0.208 0.80 1.000 1.00 1.00 1.00 1.00 1.00 4.44 1,683.49 1987.20 0.73 64.84 311.04 +1.20D+1.60Lr+0.50W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0ft 1 0.847 0.209 0.8 1.000 1.00 1.00 1.00 1.00 1.00 4.44 1,683.49 1987.20 0.73 64.84 311.04 Title Block Line 1 Project Title: You can change this area Engineer: using the°Settings"menu item Project ID: and then using the"Printing& Project Descr: Title Block'selection. Title Block Line 6 Prrtci 18 MAR 2020. 9 08AM Wood Beam File=C:lUsersIKEVING-11DOCUME-11ENERCA-11PKNW Roofs.ec6 Software copyright ENERCALC,INC.1983-2020,Budd:12.20.1.31 . DESCRIPTION: Roof Joist Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V ? C FN C i Cr. CM C t C L Mu fb Fb Vu fv Fv - +1.20D+L+1.60S+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.Ofl 1 0.967 0.239 0.80 1.000 1.00 1.00 1.00 1.00 1.00 5.07 1,921.66 1987.20 0.83 74.20 311.04 +1.20D+1.60S+0.50N+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0 fl 1 0.967 0.239 0.80 1.000 1.00 1:00 1.00 1.00 1.00 5.07 1,921.66 1987.20 0.83 74.20 311.04 +1.20D+0.50Lr+L+W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0 fl 1 0.415 0.101 1.00 1.000 1.00 1.00 1.00 1.00 1.00 2.72 1,030.00 2484.00 0.44 39.12 388.80 +1.20D+L+0.50S+W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.011 1 0.444 0.108 1.00 1.000 1.00 1.00 1.00 1.00 1.00 2.91 1,104.05 2484.00 0.47 42.05 388.80 +0,90D+W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0fl I 0.222 0.053 1.00 1.000 1.00 1.00 1.00 1.00 1.00 1.45 550.50 2484.00 0.23 20.58 388.80 +1.20D+L+0.20S+E+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0ft 1 0.355 0.086 1.00 1.000 1.00 1.00 1.00 1.00 1.00 2.33 882.00 2484.00 0.37 33.28 388.80 +0.90D+E+0.90H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0 ft 1 0.222 0.053 1.00 1.000 1.00 1.00 1.00 1.00 1.00 1.45 550.50 2484.00 0.23 20.58 388.80 Overall Maximum Deflections Load Combination Span Max'-'Defl Location in Span Load Combination Max.'+'Dell Location in Span +0+S+H 1 0.9677 11.080 0.0000 0.000 Vertical Reactions Support notation:Far let is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.613 0.629 Overall MlNimun 0.358 0.358 +D+H 0.255 0.272 +D+L+H 0.255 0.272 +D+Lr+H 0.541 0.558 +D+S+H 0.613 0.629 +D+0.750Lr+0.750L+H 0.470 0.486 +0+0.750L+0.750S+H 0.523 0.540 +D+0.60W+H 0.255 0.272 +D+0.750Lr+0.750L+0.450W+H 0.470 0.486 +0+0.750L+0.7506+0.450W+}I 0.523 0.540 +0.80D+0.60W0.60H 0.153 0.163 +0+0.70E+0.80H 0.255 0.272 +0+0.750L+0.750S+0.5250E+H 0.523 0.540 +0.60D+0.70E+H 0.153 0.163 D Only 0.255 0.272 LrOnly 0.286 0.286 L Only S Only 0.358 0.358 W Only E Only H Only JOB:SHEET NO.: Mare Kitchen Equipment TF CALCULATED BY: KG GATE 3/17/20 581 6 SW Gil!crest ct CFIECKED BY: LAT_ Portland, OR 97221 • Ph: 503.896.77!2 PROJECT NO_: KG EQUIPMENT DATA FF I and 2 Wp = 156 Ibs Curb dimensions Width 6n) 1 ength (n) L = 26.0 in 26.0 26.0 w = 26.0 in h = 54.0 in Location of center of gravity: 11cg = h/2 = 27.0 in (values adjusted to be from edge of curb) Xcg = 13.0 in Ycg = 13.0 in Determine wind pressure areas: Af = L * h / 144 = 9.8 ft2 Ar = L * h / 144 = 4.7ft2 JOB: Mars Kitchen Fquignrwrt SHEET NO.: OF CALCULATED BY: KG DATE XI7/20 581 6 SW Gilicrest ct CHECKED BY: DATE Portland, OR 57221 Ph: 503.89C.77 12 PROJECT No.: KG EQUIPMENT DATA MUA Far, Wp = 456 lbs Curb dimensions Width (in) I ength (ink L = 37.0 in 3 1 .0 37.0 w = 31 .0in h = 52.0 in Location of center of gravity: hcg = h/2 = 26.0 in (values adjusted to be from edge of curb) Xcg = 18.5 in Ycg = 15.5 in Determine wind pressure areas: Af = L ' h/ 144 = 13.4 ft2 Ar = L ' h / I44 = 8.0ft2 JOB: Mars i,tchen Equipment SHEET NO.: OF w CALCULATED BY: KG DATE 3r p� /7/2O 58l 6 SW Gllcrest ct CHECKED BY: DATE Portland, OR 9722I Ph: 503.896.771 2 PROJECT NO.: KG SEISMIC LOADS ASCE 7-I 0 Sec. 13.3 Seismic Demands for Nonstructural Components Air Side HVAC Equipment SEISMIC DESIGN FORCE FORMULAS Fp* = 0.4ap * Ip * 5ds/ Rp * [ I + 2 * {z/h} I * Wp * 0.7 Fp min = 0.3 * Sds * Ip * Wp * 0.7 fp max = I .6 * Sds * Ip * Wp * 0.7 Vertical seismic = 0.2 * S ds * Wp * 0.7 0.7 factor for allowable stress design INPUT DATA ap: in-structure component amplification factor = 2.5 Sds: seismic coefficient = 0.69 Ip: importance factor = I .0 Rp: component response modification factor = 6 z: component attachment elevation from grade = h: structure roof elevation from grade = r/h = CALCULATIONS Fp* = 0.241 Wp Fp min = 0. 145 Wp Fp max= 0.772 Wp Fph = 0.24 Wp controlling Fp (ASD) Fpv = 0. 10 Wp (ASD) JOB: Mars Kitchen Equipment Iii,, \„,..„,,„„,,,, .A � ' y- s SHEET NO.. OF CALCULATED BY: KG DATE 3/17/20 5816 SW Gillcrest Ct CHECKED BY: DATE Portland, OR 9722 I PROJECT NO.: KG • Ph: 503.896.77 12 WIND * SEISMIC OVERTURNING ANALYSIS Equipment data Curb# EFI and 2 #Wp = 156 lbs I y f , curb w = 26 in A, = 9.8 ft` fi o w Ar = 4.7 ft` C9v Hc.g. = 27 in 4- / Xc.g. = 13 in Yc.g. = 13 in tr---C9x Wind overturning analysis Fh = 44.2 psf(LRFD) * Ai = 43 I lbs Fv = 34.9 psf (LRFD) • Ar = 164 lbs Mot = 0.6Fh * Hc.g. = 6976 in-lbs ASD load combinations used: Mr(min) = 0.6Wp*Yc.g. = 12 1 7 in-lbs 0.6D + 0.6W Mr(max) = Wp * (w-Yc.g.) = 2028 in-lbs D + 0.6W Max uplift, T = (Mot- Mr(min))/w +0.6Fv/2 = 271 Has W nd controls Max compression, C = (Mot + Mr(max))/w = 346 lbs Wind controls Max shear, V = 0.6Fh/ 2 = 1 29 Has Wind controls Seismic overturning analysis Fph = 0.24 x Wp(ASD) = 38 lbs Fpv = O.I 0 x Wp(ASD) = 15 lbs Mot = Fph * Hc.g. = 1016 in-lbs ASD load combinations used: Mr(min) = (0.6Wp- Fpv) " Yc.g. = 102 I in-lbs 0.6D + 0.7E Mr(max) _ (Wp + Fpv) * (w -Yc.g.) = 2224 in-lbs D + 0.7E Max uplift,T = (Mot - Mr(mm))/w = 0 lbs Max compression, C = (Mot + Mr(max))/w = 1 25 lbs Max shear, V = Fph/ 2 = 19 lbs E JOB: Mars Kitchen equipment Pi SHEET NO.: OF CALCULATED BY: KG DATE 3/17/20 5816 SW Gdicrest ct CHECKED BY: DATE Portland, OR 97221 - Ph: 503.896.7712 PROJECT NO.: KG WIND * SEISMIC OVERTURNING ANALYSIS Equipment data Curb# MUA Fan Wp = 456 lbs I i curb w = 31 in Af = 13.4 ft` f e w Ar = 8.0 ft` cg,,. 11c.g. = s 26 in / Xc.g. = 19 in Yc.g. = 13 in —cgx / Wind overturning analysis Ph = 44.2 psf (LRFD) * Af = 590 Ibs ry = 34.9 psf (LRFD) * Ar = 278 lbs Mot = 0.6Fh ' 11c.g. = 9205 in-lbs A5D load combnatons used: Mr(min) = 0.6Wp* Yc.g. = 3557 in-lbs 0.6D + 0.6W Mr(max) = Wp * (w-Yc.g.) = 8208 in-lbs D + 0.6W Max uplift, T = (Mot - Mr(min))/w +0.61-v/2 = 266 lbs Wnd controls Max compression, C = (Mot + Mr(max))/w = 562 lbs Wind controls Max shear, V = 0.6rh/ 2 = 177 lbs Wind cunGvb $eismic overturning analysis Fph = 0.24 x Wp(ASO) = 110 lbs Fpv = O. I 0 x Wp(ASO) = 44 lbs Mot = Fph ' 11c.g. = 2859 in-lbs A5D load combinations used: Mr(min) = (0.6Wp- Fpv) " Yc.g. = 2985 in-lbs O.6D + 0.7E Mr(max) _ (Wp + Fpv) * (w -Yc.g.) = 9000 in-lbs D + 0.7E Max uplift,T = (Mot- Mr(min))/w = -4 lbs Max compression, C = (Mot + Mr(max))/w = 383 Ibs Max shear, V = Fph/ 2 = 55 lbs Title Block Line 1 Project Title: You can change this area Engineer using the"Settings"menu item Project ID: and then using the"Printing& Project Descr: Title Block'selection. Title Block Line 6 Printed.18 MAR 2020, 9:10AM Wood Beam Software Roofs.ec6 . Software copyright ENERCALC,INC-1983-2020,8uid:12-29.1 31 Lic.# KW-06009328 AZH Consulting Engineers DESCRIPTION: Roof Joist(mechanical equip) CODE REFERENCES Calculations per NDS 2005, IBC 2006, CBC 2007,ASCE 7-05 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Load Resistance Factor D Fb+ 1200 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 1200psi Ebend-xx 1800ksi Fc-Prll 1550 psi Eminbend-xx 660 ksi Wood Species :Douglas Fir-Larch Fc-Perp 625 psi Wood Grade :No.1 &Better Fv 180psi Ft 800psi Density 31.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(0.152) D(0.05) D(0.05) ' D(0.0133)Lr(0.02661S(0.03325) I a l J. eilk 2x12 Span=22.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.010, Lr=0.020, S=0.0250 ksf, Tributary Width=1.330 ft Point Load: D=0.1520 k @ 4.0 ft Point Load: D=0.050k@8.0ft Point Load: D=0.050kct14.0ft DESIGN SUMMARY Desi"n OK Maximum Bending Stress Ratio = 0.970 1 Maximum Shear Stress Ratio = 0.272 : 1 Section used for this span 2x12 Section used for this span 2x12 = 2,010.81 psi = 84.74 psi = 2,073.60psi = 311.04 psi Load Combination +1.20D+i+1.603+1.60H Load Combination +1200+L+1.60S+1.60H Location of maximum on span = 10.518ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.550 in Ratio= 479>=240 Max Upward Transient Deflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 1.035 in Ratio= 255>=180 i Max Upward Total Deflection 0.000 in Ratio= 0<180 i Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V 2,, C FN C i C r cm C t C L Mu ib Fb Vu fv Fv +1.40D+1.60l-I 0.00 0.00 0.00 0.00 Length=22.0 ft 1 0.598 0.185 0.60 1.000 1.00 1.00 1.00 1.00 1.00 2.45 930.48 1555.20 0.48 43.05 233.28 +1.20D+0.50Lr+1.60L+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0 fl 1 0.530 0.157 0.80 1.000 1.00 1.00 1.00 1.00 1.00 2.90 1,038.67 2073.60 0.55 48.86 311.04 +1.200+1.60L+0.505+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0 fl 1 0 566 0.167 0.80 1.000 1.00 1.00 1.03 1.00 1.00 3.10 1,174.41 2073.60 0.58 51.85 311.04 - +1.20D+1.60Lr+L+1.604 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 - Lergth=220ft 1 0.852 0.242 080 1-000 1.00 1.00 1.00 1.00 1.00 4.66 1,767.16 2073.60 0.85 75.17 311,04 +1.20D+1.60Lr+0.50W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0 ft 1 0.852 0.242 0.80 1.000 1.00 1.00 1.00 1.00 1.00 4.66 1,767.16 2073.60 0.85 75.17 311.04 Title Block Line 1 Project Title: You can change this area Engineer: using the"Settings"menu item Project ID: and then using the"Printing& Project Descr: Tide Block"selection. Title Block Line 6 Printed:18 MAR 2020, 9:10AM Wood Beam File=C:1UserslKEVING-11D000ME-11ENERCA-11PKNW Rook.ec6. Software copyright ENERCALC.INC.19832020,Buid:12.20.1.31 . DESCRIPTION: Roof Joist(mechanical equip) Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V a, C FN C i Cr Cm C t CL Mu fb Fb Vu fv Fv +1.20D+L+1.605+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0 ft 1 0.970 0.272 0.80 1.000 1.00 1.00 1.00 1.00 1.00 5.30 2010.81 2073.60 0.95 84.74 311.04 +1.200+1.605+0.50W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0 ft 1 0.970 0.272 0.80 1.000 1.00 1.00 1.00 1.00 1.00 5.30 2,010.81 2073.60 0.95 84.74 311.04 +1.200+0.50Lr+L+W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0 ft 1 0.424 0.126 1.00 1.003 1.00 1.00 1.00 1.00 1.00 2.90 1,098.67 2592.00 0.55 48.86 388.80 +1.200+1+0.50S+W+1.60H 1.003 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0 ft 1 0.453 0.133 1.00 1.000 1.00 1.00 1.00 1.00 1.00 3.10 1,174.41 2592.00 0.58 51.85 388.80 +0.90D+W+1.604-1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0 ft 1 0.231 0.071 1.00 1.000 1.00 1.00 1.00 1.00 1.00 1.58 598.17 2592.00 0.31 27.67 388.80 +1.200+L+0.20S+E+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0 ft 1 0.366 0.110 1.00 1.003 1.00 1.00 1.00 1.00 1.00 2.50 947.61 2592.00 0.48 42.88 388.80 +0.90D+E+0.90H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0 ft 1 0.231 0.071 1.00 1.000 1.00 1.00 1 A0 1.00 1.00 1.58 598.17 259200 0.31 27.67 388.80 Overall Maximum Deflections Load Combination Span Max'-'Doti Location in Span Load Combiretion Max.'+Defl Location in Span +0+5+H 1 1.0347 10.920 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.727 0.630 Overall MINimum 0.366 0.366 +D+H 0.361 0.264 +D+L+H 0.361 0.264 +D+Lr+H 0.653 0.557 +D+S+H 0.727 0.630 +D+0.750Lr+0.750L+H 0.580 0.484 +D+0.750L+0.750S+H 0.635 0.538 +D+0.60W+H 0.361 0.264 +D+0.750Lr+0.750L+0.450W+H 0.580 0.484 +D+0.750L+0.7505+0.450W++i 0.635 0.538 +0.60D+0.60W+0.60H 0.217 0.159 +D+0.70E+0.60H 0.361 0.264 +D+0.75c1+0.7508+0.5250E+H 0.635 0.538 +0.60D+0.70E+H 0.217 0.159 D Only 0.361 0.264 Lr Only 0.293 0.293 LOn' S Only 0.366 0.366 W Only E Only H Only Title Block Line 1 Project Title: You can change this area Engineer: using the"Settings"menu item Project ID: and then using the'Printing& Project Descr: Title Block'selection. Title Block Line 6 Printed 17 MAR 2020. 9 11 PM Wood Beam File=C1UserslKEVING-11DOCUME-11ENERCA-i1PKNW Roofs.ec6 . Software copyright ENERCALC,INC.1983-2020,0uid:12.20.1.31 . Lic.#:KW-06009328 AZH Consulting Engineers DESCRIPTION: Roof Joist(mechanical equip) CODE REFERENCES Calculations per NDS 2005, IBC 2006, CBC 2007,ASCE 7-05 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Load Resistance Factor D Fb+ 1,500.0 psi E Modulus of Elasticity Load Combination ASCE 7-16 Fb- 1,500.0 psi Ebend-xx 1,900.0 ksi Fc-Pill 1,700.0 psi Eminbend-:et 690.0 ksi Wood Species : Douglas Fir-Larch Fc-Peip 625.0 psi Wood Grade :Select Structural Fv 180.0 psi Ft 1,000.0psi Density 31.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling - - p� y -1 152) D(Oi� Dt0_0133)Lr�0,026615�03325) i, i I 2x12 1 O Span=25.0 ft ATT Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.010, Lr=0.020, S=0.0250 ksf, Tributary Width=1.330 ft Point Load: D=0.1520k@4.0ft Point Load: D=0.050 k rr 8.0 ft Point Load: D=0.050 k @ 14.0 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.97a 1 Maximum Shear Stress Ratio = 0.307 : 1 Section used for this span 2x12 Section used for this span 2x12 2,535.00psi = 95.35 psi = 2,592.00psi = 311.04 psi Load Combination +1.20D+L+1.6OS+1.60H Load Combination +1.20D+L+1.60S+1.60H Location of maximum on span = 12.226ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.869 in Ratio= 345>=240 Max Upward Transient Deflection 0.000 in Ratio= 0<24011 Max Downward Total Deflection 1.582 in Ratio= 189>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V a, C FN C i Cr Cm C r C L Mu lb Fb Vu fv Fv +1-400+1.60H 0.00 0.00 0.00 0.00 Length=25.0 ft 1 0.577 0.203 0.60 1.000 1.00 1.00 1.00 1.00 1.00 2.96 1,122.29 1944.00 0.53 47.31 233.28 +1.20D+0.50Lr+1.60L+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=25.0 ft 1 0.522 0.174 0.80 1.000 1.00 1.00 1.03 1.00 1.00 3.57 1,354.26 2592.00 0.61 54.25 311.04 +1.20D+1.60L+0.505+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=25.Oft 1 0560 0.185 0.80 1.000 1.00 1.00 1.00 1.00 1.00 3.83 1,45252 2592.00 0.65 57.68 311-04 +1.200+1.60Lr+L+1.604-j 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=25.0 ft 1 0.856 0.271 0.80 1.000 1.00 1.00 1.00 1.00 1.00 5.85 2219.95 2592.00 0.95 84.39 311.04 +1.200+1.60Lr+0.50W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=25.0 ft 1 0.856 0.271 0.80 1.000 1.00 1.00 1.00 1.00 1.00 5.85 2,219.95 2592.00 0.95 84.39 311.04 16 • 58 I G SW Gillcrest ct Portland, OR 9722 I Ph: 503.89G.77 12 REFERENCE Hoop INFORMATION — ✓o644077225 EXHA ST PLENUM 'r'rri CONFIG. HOOD MAX' APPLIANCE DESIGN TOTAL R(S) TOTAL HOOD TAG MODEL LENGTH COOKING DUTY CFM/ft EXH CFM SUPPLY CONSTRUCTION END TO ROW TEMP. WIDTH LENG.HEIGHT DIA CFM VEL. S.P. CFM END I FRONT 2-PS -F 14' 0' Delp. Heavy 225 3150 4' 18' 2150 1783 -LO01' 2992 Vhere� SS Expased ALONE FRONT ND 2 BACK ND-2-ASP-F 14 0' Deg. Heavy 225 3150 4' 18' 3150 1783 -LOOT' 2992 WHere E�peserl ALONE BACK Hoop INFORMATION HOOD TAG FILTFR(S) EFFICIENCY le 7 LIGHT($5 WIRE FUTILITY ADINET<S) ELECTRICAL SV,RrtAks FIRE HANGING OOD NO. TYPE OTY.HEIGHT LENGTH MICRO'S GUARD TYPE GUAR➢ LOCATION SIZE TYPE I SSS SIZE MODEL a ➢UANTITY PIPING WGHT I FRONT Captrate Solo Filter 10 20' 16' 85X See Filter L55 Serbs E26 NO Right 12'x54'x24' DCV-2111 I Light NO IOOG 4Spec1 Fan LBS 2 BACK Captrate Solo Filter 10 20' 16' 85L Spec Filter 4 L55 Series E26 NO Left I2'x54'x24' NO964 OPTIQNS LBS 1E4%01 TAG I OPTmN NO.1FROM INSl1LAT1ON FOR TOP OF HOOD 2BACK INSULATION FOR TOP CP HOOD PERFORATED SUPPLY P.,ENUM(S) HOOD lump '�NO. T POSE LENGTH WIDTH HEIGHT TYPE WIDTH LEND. DIA. CFM SP. MUA 12' 28' 748 0.210' 1 FRONT Front 120' 12' 6' NUA 748 0210' MUA ]2' 22' 748 0210' MUA 12' 28' 748 0210' MUA 12' 28' 748 0210' 2 BACK Front 180' 18' 6' NUA 12' 28' 748 0.210' MUA 12' 28' 748 0.210' MUA 12' 28' 748 0210' SPECIFICATION, CAPTRATE GREASE-STOP.SOLD FILTER THE CAPTRATE GREASE-STOP SOLO FILTER IS A SINGLE-STAGE FILTER FEATURING A UNIBUE S-BAFFLE DESIGN IN CONJUNCTION WITH A SLOTTED REAR BAFFLE DESIGN, TO DELIVER EXCEPTIONAL FILTRATION EFFICIENCY, FILTER IS STAINLESS STEEL CONSTRUCTION, AND SIZED TO FIT INTO STANDARD 2-INCH DEEP HOOD CHA NEL(S), UNITS SHALL INCLUDE STAINLESS STEEL HANDLES AND A FASTENING DEVICE TO SECURE THE TWO COMPONENTS WHEN ASSEMBLED. GREASE EXTRACTION EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 75X GF GREASE PARTICLES FIVE MICRONS IN SIZE, AND 85X GREASE PARTICLES SEVEN MICRONS IN SIZE AND LARGER, WITH A CORRESPONDING PRESSURE DROP NOT TO EXCEED 1.0 INCHES OF WATER GAUGE. THE CAPTRATE GREASE-STOP SOLO WAS TESTED TO ASTM STANDARD ASTM F2519-05. MANUFACTURER APPROVED FOR USE IN SOLID FUEL APPLICATIONS AS A SPARK ARRESTER. EFFICIENCY VS PARTICLE DIAMETER: PRESSURE DROP VS FLOW RATE sm - I . as / y, I a' /111 ' / PARTICIP DIAMETER pm) PLOW RATE)cfinm' ,m CAPTRATE FILTERS ARE BUILT IN COMPLIANCE VITM, NFPA *96 NS cp ULFS STANDAR e2 Ez)D E�I�� INT% MECH. CODE (INC) ULC-S649 ✓OBWIGGLE LAND - TIGARD (EJT\ LOCATION PORTLAND, OR, 97223 ® = LATE 12/11/2019 JOB I 4077226 ��"11��11�� .it ek -" UNTO / 1 LXAIFN BY ItA'l! SCALE 3/8' = 1'-0' PATENT NUMBERS ® GREASE DUCT & CHIMNEY SPECIFICATIONS AAC-PSP C-PSP (United eWall daStates) - US Patent B79�30 B2 PR❑VIDE GREASE DUCT EQUAL TO CAPTIVEAIRE SYSTEMS MODEL DW AC-PSP Island (Canada) - CA Paten{ 2520330 ROUND 20 GAUGE 430 STAINLESS STEEL DUCTWORK, MODEL "DV' IS LISTED TO UL-1978 AND IS INSTALLED USING 'V' CLAMP L❑CKING C❑NNECTIONS SEALED WITH 3M FIRE BARRIER 2000 PLUS. MODEL "DW" DOES NOT REQUIRE WELDING PROVIDING IT HAS BEEN INSTALLED PER THE MANUFACTURES INSTALLATI❑N GUIDE, PROVIDE RATED ACCESS DOORS AT EVERY CHANGE IN DIRECTION AND EVERY 12' ON CENTER, PER MANUFACTURES LISTING MODEL 'DW' HORIZONTAL RUNS LESS THAN 75 FT. CAN BE SLOPED 1/16' PER 12', H❑RIZ❑NTAL RUNS MORE THAN 75 FT, CAN BE SLOPED 3/16' PER 12'. DUCT SHOULD BE SLOPED AS MUCH AS POSSIBLE TO REDUCE THE CHANCE OF GREASE ACCUMULATI❑N IN HORIZONTAL RUNS IF THE DUCT OR CHIMNEY IS WITHIN 18 INCHES OF COMBUSTIBLE MATERIAL, PROVIDE UL-2221 OR UL-103 HT LISTED DOUBLE WALL GREASE DUCT OR DOUBLE WALL CHIMNEY EQUAL TO CAPTIVEAIRE SYSTEMS MODEL "DW- 2R, 2R TYPE HT, 3R, OR 3Z' ROUND 20 GAUGE 430 STAINLESS INNER DUCT INSULATED WITH A 24 GAUGE 430 STAINLESS OUTER SHELL, CAPTIVEAIRE SYSTEMS RECOMMENDS THE USE HVAC DISTRIBUTION NOTE OF LISTED, PRE-FABRICATED ROUND GREASE HIGH VEL❑CITY DIFFUSERS OR HVAC RETURNS EXHAUST DUCT TO REDUCE STATIC PRESSURE SHOULD NOT BE PLACED WITHIN TEN C10) FEET IN THE SYSTEM, MINIMIZE INSTALLATION AND OF THE EXHAUST HOOD, PERFORATED INSPECTION TIMES, AND ENSURE DUCT IS DIFFUSERS ARE RECOMMENDED, LIQUID TIGHT VERIFY CEILING HEIGHT CUSTOMER APPROVAL TO MANUFACTURE: _ n Approved a.Robed ❑ Approved.Ah NO Exception Taken ❑ RwYe and Resubmit El SIGNATURE HMI REQUIRED TO VERIFY THAT HOOD FlB SPACE AND TO SIZE THE ENCLOSURE PANELS Your mi. n s. ✓OBWIGGLE LAND - TIGARD loCATlON PGRTLAND, OR, 97223 E11�+ s DATE 12/11/2019 JOB ,F 4077226 0 a BD'C 1 2 ' BRA ITN BY RAT: SCALE 3/8' = 1'-0' +--- ® LJ 12' U Kr 54' U.L, Listed L55 Series E26 Canopy Light Fixture - High Ten O Utility 28' 8' -- dv- 28' 28' 41Cbinet 0 :. :3® '�%'// '�%'// T '.%'// 1I8' 12' 12' 12' 12' t � '�%`9' /%ice.. 9' tr` `9 L %`9' co 1 I i 84' 84' — 22 1/2' I 45' I 45' I 45' -I 14' O'Non,/14' 0,00'OD ' 12' 15'-0,00' Overall Length - PLAN VIEW — Hood #1 (FRONTS 14' 0.00" LONG 5424ND-2—PSP—F NOTEn Additional hanging angles provided for hoods 12' and longer. ✓OBWIGGLE LAND - TIGARD / tt LOCATION PORTLAND, OR, 97223 .`\ E L ® LOCA N 1/2019 ✓97 2 4077226 , "' DFC # 3 DRAPN BY Reg SCAld' 3/8' = 1'-0' NOTED Additional hanging angles provided for hoods 12' and longer. HGGB LGRNER PLAN VIEW — Hood #2 (BACK) (HARDWARE BY INSTALLER)mug 14' 0.00" LONG 5424ND-2—PSP—F aaWa00▪ aaaa`a� ,. RAT vru •. -. 15'-0.00' Overall Length ue-am O WE a amaaa 14' O'Nom./14' 0.00'OD 12' — arm "'-"IIM"" I qg• I 45' I 45' 1 sm xa 22 1/2' — we-^.In WOE D MO OMR aWma W OWL - 84' - 84' FLAT POw OMIT F01 WOO .. I I I a. II ?MOO TM L M.MOO 5 ® 9' --F 9' -�/�j% 9' -� � 9' v�/� I .I "aua a ammo 10' 12' 2' 2' e OM NM TO I '��/� i® M�` '��- ASSEMBLY INSTRUCTIONS 2e. I —I = —Ma. --Il 28• I I_____I_____ 28• ®I'A-: HANGING ANGLE MIST BE SUPPORTED WITH 1/2' - 13 TPI GRADE 5 (MINIMI4) ALL-THREAD. SANDWICH HANGING Utility ANGLES AND CEILING ANCHOR POINTS WITH 1/2' GRADE 5 Cabinet (MINIMUM) STEEL FLAT WASHERS AND 1/2' - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION BENEATH HOOD HANGING O ANGLES AND ABOVE CEILING ANCHORS. MAINTAIN 1/4' OF U.L. Listed L55 Series E26 Canopy EXPOSED THREADS BENEATH BOTTOM HEX NUT, TORQUE Light Fixture - High Temp Assembly ALL HEX NUTS TO 57 FT-LBS. 54' CI ) a SUPPLY PLENUM ]/e'- m UUC, ANCT F a.66•.,eaaa (HARDWARE BY INSTALLER) /:j PT easa OAT WOOD OOP ® I1 12' 11 ® I O.' >'.aD.a IPT..L 3' ue-am OL• a aesaao Rrm a Du TT wnr ROW FULL LENGTH PO ROM a ram io HeelaTNIS ANCS F anion.nm Aaam xaR aWie a a�oaa (HARDWAREBY INSTALLER) 'LAT WOWww T nm as un W WE! .. O 0111ILSO ATM AO n WORM PP OM■ AT ROOM STOL Mr MAWR ;: as ue-am OWL a WITT ✓e--am aim,v lift M 4u-ia rtaa ue-a,n ASSEMBLY INSTRUCTIONS WAN a MOM VOL in IT yr s+Qa FILL °Me HANGING ANGLE MUST BE SUPPORTED WITH 1/2' - 13 TPI GRADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING OTATaaa WORM nw AMMOM ANGLES AND CEILING ANCHOR POINTS WITH 1/2' GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2' - 13 TPI impier_�' ''' GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION ABOVE CEILING ye.OM USm ANCHORS. SINGLE HEX NUT BENEATH HANGING ANGLE IS OAT OMO WOW ACCEPTABLE FOR PSP HANGING ANGLES. MAINTAIN 1/4' OF re-n At EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ✓▪OL la T ALL HEX NUTS TO 57 FT-LBS. ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2' - 13 TPI GRADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS VITH 1/2' GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2' - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN, MUST USE DOUBLED HEX NUT CONFIGURATION ABOVE CEILING ANCHORS. SINGLE HEX NUT BENEATH HANGING ANGLE IS ACCEPTABLE FOR FULL LENGTH HANGING ANGLES. MAINTAIN 1/4' OF EXPOSED THREADS BENEATH BOTTOM HEX NUT, TORQUE ALL HEX NUTS TO 57 FT-LBS. I ✓OBWIGGLE LAND - TIGARD LOCATION PORTLAND, OR, 97223 • �� ( ) ii a =FIE BATE 12/11/2019 JOB »4 4077226 a,i„rfIGe„ak DYG j 4 DR4ITN BY RA7 SCALA' 3/8' = 1'-0' L55 SERIES E26 CANOPY LIGHT FIXTURE — HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (L55 FIXTURE) 1' LAYER OF INSULATION FACTORY INSTALLED ON TOP OF HOOD. MEETS 0 INCH REQUIREMENTS FOR CLEARANCE TO COMBUSTIBLE 54' SURFACES EXHAUST RISER �� ATTACHING SUPPLY RISER HANGING ANGLE PLATES WITH VOLUME DAMPER E HOOD T•=LE 23.5'L OPEN STAINLESS _ — STEEL PERFORATED PANEL 20'F CAPTRATE SOLO / "� FILTER WITH HOOK — } 3' INTERNAL STANDOFF • r `'' 19' I 24' NON / 41111 18' IT IS RTHECH RESPONSIBILITY / 1 OF THE ARCHITECT/OWNER TO — 1 ENSURE THAT THE HOOD CLEARANCE FROM LIMITED—COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS, // GREASE DRAIN ! 46.0' MAX WITH REMOVABLE CUP 1 B0' EQUIPMENT BY OTHERS SECTION VIEW - MODEL 5424ND-2-PSP-F HOOD - #1 (FRONT) ✓OBWIGGLE LAND — TIGARD �� [[1 LOCATION PORTLAND, OR, 97223 1-It , . }_= LUTE' 12/11/2019 JOB # 4077226 • o u `• DrC ;V 5 DRAIN BY RA7 SCALE 3/8' = 1'-0' -26 CANOPY LIGHT FIXTURE - ,L_Y, INCLU➢ES CLEAR THERMAL .ESISTANT GLOBE CL55 FIXTURE) JF INSULATION FACTORY INS:TALLE➢ ON TOP OF HOOD. MEETS 0 INCH \ \ _RENTS FOR CLEARANCE TO COMBUSTIBLE SUPPLY RISER SURFACES 54' \ EXHAUSTRISER HANGING ANGLE ATTACHING WITH VOLUME DAMPER PLATES 23,5% OPEN STAINLESS STEEL PERFORATED PANEL 20' CAPTRATE SOLO - FILTER WITH HOOK F-- 18' 3' INTERNAL STANDOFF 24' NOM, 18' 1 \ I? IS THE RESPONSIBILITY \OF THE ARCHITECNTSZNER T❑ ENSURE THAT THE HOOD CLEARANCE \ FROM LIMITED-COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE EQUIREMENTS, 48,0' MAX GREASE DRAIN WITH REMOVABLE CUP 80' r EQUIPMENT BY OTHERS II II SECTION VIEW - MODEL 5424ND-2-PSP-F HOOD - #2 (BACK) ✓OBWIGGLE LAND - TIGARD E�I �E� A O LDAOC9TIT 701N2/P/2T0L1A9ND, OR,JO9B72¢23 1 4077226 � I DPW # 6 DRAEN BY • REV SCALE 3/8' = 1'-0' IMM&IIST FAN INFORMATION — Jobj'4077 26 FAN DISCHARGE WEIGHT UNIT TAG FAN WIT MODEL N CFM ESP. RPM H.P. B.H.P. d VOLT FLA DISCHARGE WEIGHT SONES NO. DU180HFA 3150 1.250 1311 2000 1.0990 3 208 6.1 727 FPN 156 20 2 DUIBOHFA 3150 1.230 1311 2.000 1.0990 3 208 6.1 727 FPM 156 20 MUA FAN INFORMATION — ✓obj4077226 FAN MIN DESIGN MT TAG FAN BUT/ER MODEL a BLER HOUSING CFM CFM ESP. RPM H.P. BHP. 0 VOLT FLA MCA MOCP WEIGHT SONES ND. 3 A2-20D 20NF-2-I40D A2 - 3984 0300 1861 3D00 3.6740 3 208 13.0 18.8A 30A 456 27 FAN OPTIONS FAN UNIT TAG OPTION COty. - Descr.> NO. 1 1 - Grease Box 2 1 - Grease Tax 1 - Motorized Bac1draft Damper for Size 2 Housing 3 1 - Separate 120V Wiring Package (Required and used only For DCV or Preens with VFD> - Three Phase Only FAN.CCE$SOBJES FAN EXHAUST SUPPLY UNIT TAG NO. GREASE GRAVITY WALL SIDE GRAVITY MOTORIZED WALL CUP DAMPER MOUNT DISCHARGE DAMPER DAMPER MOUNT 1 YES 2 YES 3 YES CURB ASSEMBLIES ON NOS FAN WEIGHT ITEM SIZE 1 * 1 41 LBS Curb 26300'W x 263001E x 20.000'H 3.00P12A00 Pitch Vented Hinged 2 N 2 41 LBS Curb 26500'W x 265001E x 20.000W 3.00042A00 Pitch Vented Hinged 3 N 3 42 LBS Curb 31.000'W x 37.000'L x 20000'H 1.00012.000 Pitch Along Width, Right Insulated JOB WIGGLE LAND — TIGARD • LOCATION PORTLAND, OR, 97223 'CiL) ■ t DATA' 12/11/2019 ✓O9 / 4077226 Ine ek : DA'C # 7 DRAINDY REV SCALA' 3/8' = 1'-0' 6 I/2' 26 1/2' FANS K. P2 - DUIBCHFA EXHAUST FAN FEATURES, / VENTED CURB -DIRECT DRIVE CONSTRLCRON NIBELTS/PULLEYS) 39 3/0 -MCP RUL IE MEO FANS 20' ^5 - STALRN)T MOSEL INIIIISG/3dr -vAMARLSDSLLFm�TRdC-0i43 - / 20 GAUGE STEEL ILIIM -INTERNAL VDOb CONSTRUCTION Imam -VEATIEiDYOff DTSfANECT - -TE.RMIE OVERLOAD PROTECTION(SINGLE PHASE) -MGM HEAT 1PFRATDDi 300T aA9'G _ 3' FLANGE am -GREASE C Aeemr.TEN TEy7 , 4./33 3/A ____ �T1R41L TFMPfRATItr TEST I"�"I j .,� EXHAUST FAN MUST OPERATE 0T.1L110USLY ROOF IONS G VVDLE UO1111STOR ADS AT S00•F tlN'C) -^ DIMENSIONS UNTIL ALL FAN PARTS HAVE REACHED 26 �' THERINL EWAAHRTISI,AND VRHODT MY f' DETERIORATING EFFECTS TO THE FAN VNX31 L I Alfa a GREASE DRAIN wILD CAUSE uaAFE OPERATION. MAM AINIMMN TT ARE-LP ATTEST PITCHED CURBS ARE AVAILABLE 3• Q . I EOHAUST FM TDRI IP AMINO CONTDMOUSLYVAPOR FOR PITCHED ROOFS. 16 1/R AT ES 001AUSTING TS*P CREASE VAPORS AT 600•T Ca6'C)FOR A PERIOD6 SPECIFY PITCH 1 13 MUTES VITIM TIE FM HET00N6 DAMAGED TO ANY EXTENT OMT OLD CAUSE EXAMPLE. 7/12 PITCH = 30' SLOPE — — — AN UNSAFE l4OIT101 26 OPTIONS L \i-. J GREASE BOX, DUCTWORK BETWEEN EXHAUST RISER CN HOOD AND FM (BY OTHERS) ✓OBWIGGLE LAND - TIGARD • LOCATION PORTLAND, OR, 97223 ETA. IEI _ A .24TE 12/11/2019 JOB # 4077226 hOeHeX Dm /' 8 DRAIPN BY Mee SCALE 3/8' = 1'-0' FAN IS A2-200-SUPPLY FM L LNTEMPEIED APPLY MIT WITH 2r DIRECT(WIVE FM IN ME 6P HOUSING ® GREASE DUCT & CHIMNEY SPECIFICATIONS. 2 INTAKE H®WITH CZ FILTER 3 DOWN DIY:MAR1E-AIR FLOW RIGHT-0 LEFT PROVIDE GREASE DUCT EQUAL TO CAPTIVEAIRE SYSTEMS MODEL 'OW' 4.MOTORIZED BALK DRAFT HAMPER 22.73-x 24'FIR SIZE 2 GETERA'AED UNITS wunamE1 SHAFT,STANDARD GALVANLIED ROUND 20 GAUGE 430 STAINLESS STEEL DUCTWORK, MODEL 'DW' CINSTRUCTION,3/4/REM FIJAGEE ` E3mSS SEPARATE 2V WIRING PACKAEFORW-LP eu . Ir MUST BE SELECTED VI€N NownN6 VFD IN PEWEE IS LISTED TO UL-1978 AND IS INSTALLED USING 'V' CLAMP LOCKING PANEL Mt WITH @V PACKAGE PROVIDES SEPARATE 120VAC INPUT TO SUPPLY FAN THIS 12W SIGML MUST BE RUN 1T ELECTRICIAN FRd DCV TO MIA SWITCH. CONNECTIONS SEALED WITH 3M FIRE BARRIER 2000 PLUS. MODEL 'DV' $CTI SUPPLY DUCT RUST BE INSTALLED III MEET SMAam STANDARDS.A MGMIM STRAuur DUCT LENGTH MUST BE MAINTADCD DOES NOT REQUIRE WELDING PROVIDING IT HAS BEEN INSTALLED PER DOWNSTREAM v UNIT DISCHARGE AS OUTLIAED IN ANCA PUOLICATm1 ROLL D3 Nm RELY a IRnT TD SUPPORT DUCT DI ANY WAY. THE MANUFACTURES INSTALLATION GUIDE. FAILURE TG PRLIERLT SIZE DUCTI ME NAY CAUSE SYSTEM vFECTS AND REI ILY PESGnWAS TM THE EwiFMEHL PROVIDE RATED ACCESS DOORS AT EVERY CHANGE IN DIRECTION AND EVERY 12' ON CENTER. SUGGESTED STRAIGHT DUCT sTZE IS 20''20' PER MANUFACTURES LISTING MODEL 'DW' HORIZONTAL RUNS LESS THAN 75 FT. CAN BE WWI VIOVINZ SLOPED 1/16' PER 12', HORIZONTAL RUNS MORE THAN 75 FT. CAN BE SLOPED 3/16' PER 12'. DUCT SHOULD BE SLOPED AS MUCH AS POSSIBLE TO REDUCE THE CHANCE OF GREASE iv I ACCUMULATION IN HORIZONTAL RUNS. / I _L 1 IF THE DUCT OR CHIMNEY IS WITHIN 18 INCHES OF COMBUSTIBLE MATERIAL, PROVIDE UL-2221 OR UL-103 HT LISTED DOUBLE WALL GREASE DUCT OR DOUBLE WALL CHIMNEY FT�)n EQUAL TO CAPTIVEAIRE SYSTEMS MODEL 'DW- 2R, 2R TYPE HT, 3R, OR 3Z' ROUND 20 GAUGE\�II"" 19 9/4' I I I I 430 STAINLESS INNER DUCT INSULATED WITH A 24 GAUGE 430 STAINLESS OUTER SHELL. I I I_—J I r B/E' L_I— -I' CUSTOMER APPROVAL TO MANUFACTURE: r APB..r 0 Aa....No O.M.T... 0 F wall IN AIMD .....I Ri bM 0 -a W.It — 93 3/4' 37 3/0' 40 VIP 7 - -AWMDV i 36 3/4. f1lITM lCm 11 6Lw HP ' 3 3/4 1MIIIIIIMMIIIIIIIMMI. —O�o T T I I I6 11/4' STRUMWSW i II 1 DUCT I9'EQUIP/ENT CURD PEA I--a6•--I RUOF MINING D.SMALLER WY CUP DD12O 4 L__J MR 2r FMTIMEAISMS. Mt"W"DAAE©'" Pori TTEM DAME TAR PM-Sr EwE AN 111.11. IMO1 AIR PY aRT a mix ma a wi�s�o Ni MOTOrMni 44110."- 0 r 1 l all Ping 0 a �UM. 2,aen �� JOBWIGGLE LAND - TIGARD LOCATION PORTLAND, OR, 97223 EL!' r `C /' i DATE 12/11/2019 JOB 4077226 LY DAC /' 9 DRAfN BY RRI SCALA' 1/4' = 1'-0' rExhaust Fan Wiring JOB 4077226 WIGGL... DRAWING NUMBER EXH4077226-1 SHIP DATE 12/11/2019 NOBEL DU180HFA Installed flntlnnc 1 o� � 2 K = = „LI sc MT-01 __1 GR SW-01 Component Identlflcat1 3 0-- abet J1Qc-rlotloR Location 4 MT-01 Fon Motor l2] MT-02 Dumper Motor L2] 5 SW-0I Main disconnect switch l2] 6 7 8 9 10 11 12 13 14 15 MOTOR INFO 16 EXHAUST 2HP-208V-3P-6,1FLA 17 18MOTR ELEC. TRICAL INFORMATION MOTOR//CTRL MDPi 15A 19 20 1 $. ---- DENOTES FIELD WIRING 21 DENOTES INTERNAL WIRING 22 WIRE COLOR BK - BLACK YW - YELLOW DL - BLUE GR - GREEN BR - BROWN GY - GRAY 23 PR - PURPLE R➢ - RED WH - WHITE off' Exhaust Fan Wiring JOB 4077226 WIGGL.., DRAWING NUMBER EXH4077226-2 SHIP DATE 12/11/2019 MODEL DU1801IPA jPstalted [lotions 1 aK 14C MT-Ol K-----1 L__J SW-01 forponent Identificatitm GR ➢escrint1on J nratlon MT-01 Fan Motor [2] 4 MT-2 Damper Motor I23 5 SW-01 Main disconnect switch [2] 6 7 9 9 10 11 12 13 14 15 MOTOR INFO 16 EXHAUST 2HP-208V-3P-6,1FLA 17 18 MOTORICTRLTI MC 77!AORMATION MOTOR/CTRL MOPI 15A 19 20 • NOTES -——- DENOTES FIELD WIRING 21 DENOTES INTERNAL. WIRING 22WIRE COLOR BK - BLACK YW - YELLOW BL - BLUE GR - GREEN BR - BROWN GY - GRAY 23 PR - PURPLE • RD - RED . WH - WHITE AirHandler Wiring JOB 4077226 wIGGL„ DRAWING NUMBER A4077226-3 SHIP DATE 12/11/2019 MODEL A2-20D ATTENTION ELECTRICIAN( Installed Op-Wong DROP FOR DISCONNECT CONNECTION Motorized Back Draft Damper IS FACTORY SUPPLIED CONNECT POWER TO THE DROP DCV/VFD VlrinD 1 ___ rl eK 2 ----j 6 I MT-OL BK ' 'i7DCV SFT; _g , WH (DCV Ni) R `------� "-7 -p GR MOCP.SO NWS mil COIIRIl WIRING ' Conoonent IAentlFic�tlnn 3 a------i STi7=01 (MAY NOT BE NEEDED ➢EPENDING ON OPTIONS) Label Dn�r''ka;fin Ur-calm IF DCV IS NOT PRESENT RE AND WH WIRES FROM SEPARATE 120VAC SOURCE 4 BK WH 5 MT-01 Supply slater I2] 1 O 2 MT-02 Damper motor IS] 6 MT-02 7 8 9 10 11 SW-01 Main disconnect switch I2] 12 13 14 15 MOTOR INFO 16 SUPPLY 5HP-208V-3P-15.0FLA 17 18 ELECTRICAL INFORMATION }MMOOT7OORROLC RCCIUR"IMT MpCp3 — 19 C=NTROLI CIR_JITOM0 1O I5A 20 NOTES -——- DENOTES FIELD VIRI*I DENOTES INTERNAL WIRING 22 BK - BLACK YV - YELLOW BL - BLUE OR - GREEN BR - BROWN GY - GRAY PR - PURPLE Sk WH - WH RD - WHITE ELECTRICAL PACKAGE - ✓ob*F4077226 NO. TAG PACKAGE II LOCATION SWITCHES OATEN FANS CONTROLLED IO LOCATION QUANTITY TYPE + H.P. VOLT FLA 04 - Utility Cabinet 1 Lipht Exhaust 3 2.000 208 6.1 t 1 DCV-2111 Utility Cabinet Right Smart Controls DCV Exhaust 3 2.000 208 6.1 Hood N 1 1 Fan Supply 3 5.000 208 15.0 r.nr.I.ad.•.d.d clew-lee a...c.M rue Obi.. rlcley Reed I PIM K.d NLI ca..Lal M1.... ring 41 / A'` V A0. aiJv.i4 II .AM CAS1tnk Monitor and Control y- Bost of l*..i pout to support.n ooN nn I.da.dee HWY-td Rv !barer,, .!P..d t•slim steed-6mri Duality ranWRaae 81.Iws a a-.dar Rs!Nees r.tllbssd..IJOMNI A art pviRb WC Mud CmWtl PnI 0.awn daxd-be.d Av0+Yie Yswy... d Syslww 0. cordrd plN.an..Oad on CONTROL in LW Frieda WC Said Ca.isl Pond a a olood-Lomod lddidi. to Implement Mr=ZCOMINZEI RIOIRIOI.Aat•ea.for tall• 8.OdM MONITORING AND CONTROL POINTS 6isr lay J'•ars•0 a..lw a tiwe Pear Dom•Oe•N•• MOAN I•N•Y+•Kd MINIM Sold Na..s.1r.W DAMN al lr.wd..I' mow aO Paha*P_..a.. NORM. RI 10w.l I....s. IMIN MI.r MV leerw ro...O.. MIME 1W..NO Drre.lb..r.. MIIIN yN— MINN a.i.r.SI PIM= Pa Papa,. NOMN Pa sr IYIN la Pam an P..aim INIIN ND Ara SI. )N salt• an aa..aa IIaW ..Ma. lap Pa.Mg H..a pot MINIS Pa P.li MOM An swan. an la— NAME OM Pm— an NA li.N an levy.~mono MEM. IN mrl.OW Ps..d.a an see p.r.IOJ JOIN i aWM RN Ona-Y. DIN.. LAN 1.0.41 SIN.COMM WI li.J . mono ...&al.. Nall@ i ael,. Ira.— an Pq I=Bon= MOM i O = Jai Paw SIaa i ANN= ll.a J. spaPU d L'Olea MA am.. MOM.OD OM ✓OBWIGGLE LAND - TIGAR➢ . E1��.IE A' N 1 i LOCATION PORTLAND, OR, 97223 DATA' 12/11/2019 JOB /' 4077226 DNTG # 13 DRAKAr BY ' RIPV. SCALA' 3/8' = 1'-0' Demand Control Ventilation Hood Control Panel $yeclflcatlonsI - Controls shall be listed by ETL CUL 508A) and shall comply with demand ventilation system turndown requirements outlined In IECC 403.2.8 <2015). DUCT 1E)PERAtt5E SENSOR - The control enclosure shall be NENA I rated and listed for installation inside of the ,.3�� 44 exhaust hood utility cabinet. The control enclosure may be constructed of stainless steel or painted steel. I - Temperature probes) located h the exhaust duct risers) shall be constructed of i TS stainless steel - A digital controller shall be provided to activate the hood exhaust fans dynamically basedli on a fixed differential between the ambient and duct temperatures sensors. This function I � , 11 shall meet the requirements of INC 50711. - A digital controller shall provide adjustable hysteresis settings to prevent cycling of the , Pans after the cooking appliances have been turned off and/or the heat In the exhaust I system Is reduced. CON11mL PAN1 - A digital controller shall provide an adjustable minimum fan run-time setting to prevent fan V,VL/w' cycling. Mall TEMPERATURE iwrzwrAc[ - Variable Frequency Drives <VFDs) shall be provided for fans as required. The digital SENSOR controller shall modulate the VFDs between a minimum setpoint and a maximum setpoint an demand, The duct temperature sensor InputCs) to the digital controller shall be used to TYPICAL HOOD CONTROL PANEL INSTILLATION calculate the speed reference signal. - The VFD speed range of operation shall be from OX to 100% for the system, with the actual minimum speed set as required to meet minimum ventilation requirements. Seouence of Ooerations! The hood control panel is capable of operating in one or more of the following states at any - An Internal algorithm to the digital controller shall modulate supply fan VFD speed given time proportional to all exhaust fans that are located In the same fan group as the supply fan. - Automatic' The system operates based on the differential between room temperature and the temperature at the hood cavity or exhaust duct collar. Fans activate at a - The system shall operate h PREP MODE during light cooMng load or COOL DOWN MODE when configurable temperature differential threshold. Depending on the job configuration each fan sufficient heat remains underneath the hood system after cooking operations have zone can be configured as static or dynamic. These terms refer to whether a variable completed. Operation during either of these periods will disable the supply fans and provide motor <such as EC Motors or VFD driven motors) modulate with temperature. If the panel is an exhaust fan speed that is equal to -the minimum ventilation requirement. equipped with variable speed fans and the zone Is defined as 'dynamic', these will modulate within a user-defined range based on the temperature differential, Panels equipped with - A digital controller shall disable the supply fan(s), activate the exhaust fan(s), activate variable speed fans and a fan zone defined as 'static', fans will run at a set speed the appliance shunt trip, and disable an electric gas valve automatically when Fire condition calculated for the drive. Demand control ventilation systems are capable of modulating is detected on a covered hood. exhaust and make up air fan speeds per the requirements outlined h IECC 403,28. - A digital controller shall allow for external HMS fan control via Dry Contact (external - dgpypli The system operates based on human input from on iMI. control shall not override fan operation logic as required by code). - Crhedule, A weekly schedule can be set to run fans for a specified period throughout the - An LCD interface shall be provided with the following featuresi day. There are three occupied times per day to allow for the user to set up a time that Is a. On/Off push button fan I light switch activation suitable to their needs. Any the that Is within the defined occupied the, the system will run b. Integrated gas valve reset for electronic gas valves (no reset relay required) at modulation mode and follow the fan procedure algorithm based on temperature during this c VFD Fault display with audible 6 visual alarm notification time. During unoccupied time, the system will have an extra offset to prevent unintended d. Duct temperature sensor failure detection with audible I visual alarm notification activation of the system during a time where the system is not being occupied. e, Mis-wired duct temperature sensor detection with audible 6 visual alarm notification f. A single low voltage Cat-5 RJ45 wiring connection - jlther The system operates based on the input from an external source CDDC, HMS or g. An energy savings indicator that utilizes measured kWh from the VFDs hard-wired Interlock) ✓OBWIGGLE LAND - TIGARD �� I q LOCATION PORTLAND, OR, 97223 o lE __ `. A ILITA' 12/11/2019 JOB { 4077226 ena�Tait DIC 14 AVOW BY RKV SC9Ld' 3/8' = 1'-0" JOB N' ODEL NUMBER aa�Pv ..INSTALL DESCRIPTION OF OPERATION1 4077226 DCv-2111 INSTALL n' t t 1 1onporaturs.INVERTER DUTY e`DE ICTEIR BE TWIT Fire, f� a .,OB NAME 0MR NO R0 mom..HWp.d loos.Poo Abed hatwlatIonv.lWY dbtene.brawn VFD end Rots/admibd mat mule apply IP WIGGLE LAND - TIGARD LB/1112019 ECP 01-1 dhtonce moods 50 a..t. 1 03SUP-3 sane 2 BREAKER PANEL TO PRIMARY CONTROL PANEL Load V►`Fp aa�°LJi - FAN. IN s0R TOE FOLLOWING COOECTIENS MAY SM-3 -10Ysu.e_ _ ° WOMB v R BASED ONON rSMITE BE — Responsibility,NIS THEEli MAXIMUM I _JayyLa_ _ o SPECIFICATIONS 3 BREAKER SIZE SHOWN IS MAXIMUM ALLOWED WIRE TO WE QUICK --gym'- =-1 -0'° COB. a.—ER P ..a PRI :a •4. ;:!_ ANEL sv_ImeeF- - HOT TO SPRINT COIL CONNECTOR - �_ 1-J•ml. coON'Ta PARE yh NEUTRAL FROM SHUNT COIL j 4 y„ - - _Hi, SIGNAL FOR,�j it (l- _ BREAKER IPH 1--' R1�CJ IF VET MOUNTED IN 2ND PANEL, MUST HAVE ITS OWN CONDUIT EXTERNAL ST TERMINAL IS ENERGIZED 120 V Gsln4_- SHUNT TRIP IN FIE CDNMTD?L 5 15 A CONTROL POWER. ➢O NOT WIRE _MEE FROM PANEL WITH TO GFCI OR SHUNT TRIP ECP3103, COMMON _ — BREAKER, coma_ PAC ORIN 0 1ST HOOD LIGHT BREAKER SHARED V/ SPARE FIRE iliLIEN, $ppRE C� NORMALLY OPEN -_ CQ(T POWER,SWITCH 41 SYSTEM DRY AR¢WHEN SYSTEM IS�pMA�,T}CP TO - BREA)IER 3PN - _� CONTROL PANEL TO ACCESSORY ITEMS CONTACT ARE USED TO DISABLE(NOT FORNF T AR PRIME SIOVALS(NOT BOO V _BE`_ Responsibility. Electrician BE LIED FIRE ALARM TWHICH HEE ROUST IL. MCM ]'b A ALARM INITIATING SWITCH LEGATED Elmo.___= _ ,, PANEL COMPLIMENT IN ANSLL AUTDINO R 1413CIA 15 A EXH-1 SM-1 VIRE TO VET QUICK CONNECTOR MICRDSVITCH I COITRO-P WENN CON4ON _ CONTROL PMEL 1 $�4iO(!F DRY CONTACT...11iiV NORMALLY OPEN _ R WEAKER SPH _ TO �- -a , IDVISF VITA-71N' �N BOB V OPEN - MICROSVITCHfr FIRE SYSTEM t VIRE� C �' J SUPPLY FAN f�11Y E SPARE V0.L Y 10 MICA, 7.6 A rrsleeL__min WIRE AR1 TO NORMALLY CLOSED(2). GROUP 1 1MOLF, 15 A EXH-2 SM-2 :CI TO ARI SHOULD HAVE MS-I 4q 3 �L1 F IS W 'CONTIN ITY WHEN WED. VIRE TO VFD (HICK CONNECTOR ®-i 1 oettc_, it _IRK__ U. IF MORE THAN INE 1 MY-2 DCV SPEED k I XS - TO 816 BREAKER3PH _ ■,: IN iSSYSTEMA�VIREAN L-�_ y �F 0-IOW OU vex � " — EDO12 EL MCA 1BS A qy - ( - 'b� -J (TOTAL) SEE MAIM OWNERS MALAL NICR 30 A ' SUP-3 SM-3 VFD ANALOG aCIIJ + IS VINE TO VFD QUICK CONNECTOR SRO.FNEL I.14—ALL.WITCES FACTORY WIRD 0-1W OU - �' yyT@R��rTpp ppyy�ALL - TO Nth TO CATS CONNECTER INV" PRUIIPOtTIOUDL FTEOIIENCYIP. 14 SWITCHES D:ACN VFD) SEE VFD OWNERS MANUAL. 8l14 SWITCH CONTROL ... loin to -- ),---cla°, 15 CONTROL PANEL TO FANS aim_F Hi InoB 1 EXTERNAL To y1ifCi J �'- -- - SIGNAL SNITCH THROUGH MU ResponslbAlty, Electrician TD pW1Cl- WHITE SWITCH Leis ACTIVATE 2ONE1 FANS AND - PRIMARY PANEL FANS HOOD LIIBmTS�iMI1'S .__..____.__.__ 10 1400 V MA% WIRE TO U-BOX IN TIP OF HMO Load wire ri _wfo1.E>__ FAN 01 °— 1 SM 1 Tjui __'0"'a R-- ro'O k .1 V �M CAT 5 ETHERNET 1 ROUTER CiNNECTIO! 17 WIRE TO `illy-- - -- �'O !COrtROL PANEL WED QUICK 41:1 ---walw-- + TO CIPPECTER WIRE TO WORLD VfOE VIRE DIRECTLY TO COMINICATIN II MUST HAVE ITS OWN CONDUIT DISCNMFCT 11:01ULE. NET REWIRES U DHCP Ea DO NOT SHARE CONDUIT! ' WEB UIIP PORT 1444 4 1445 OPEN FOR iD- Load Wino 1�'� -- -fit-- F 02 dot OUTBOUND TRAFFIC ONLY. SM-2 TYl _JM-U1-4-- 0 �O um — HIRE TO "i:a�--lag U2-i-- —o Dana v coma.FN.+J__TjAj- 10 VFD QUICK C,I4 --wail.--- -III TO I T113(1-at-Tcr qoL p�jn.- ier plum TEw CONVECTOR VIRE TO TEMP SENSOR SENSOR IN ROOM AWAY FROM FEAT I MUST HAVE ITS OWN CONDUIT DISCONNECT SOURCES DO MT INSTALL SENSOR Y 1 DO NOT SHARE CONDUIT! ON TIE CEILING CHID,SEE MANUAL — CONTROL PNEEJ T At.J 22 TO ® FACTORY VIREO TOIPOGTIRE W 1 DUCT SENSOR seam MIRNTED IN E10MUST DUCT RISER 3 23 I;OlTROL PRELIM- _ To ®-VINE TO-CONTROL BOARa. H®Pj 24 DUCT SENSOR SENSOR MOUNTED IN E)OWUST DUCT RISER 1 A I B I C I D I E I F I G I H I I e UNLESS SPECIFIED OTHERWISE, ALL FACTORY AC WIRING 16 AVG. ALL FACTORY DC WIRING 18 AVG, FACTORY WIRING MUTOR POWER CIRCUIT SCHEMATIC I 120V zz r� NOTE. IF VFD HAS 'PH 240V INPUT, USE LS I.L2 ONLY. CIRCUIT BOARDS IF VFD WAS IPH 120V INPUT,USE LI & N ONLY. ECPM03 MTR6EXH-1 DCV Rev. 211.00 Ia■0 j E'*DM -- CONTROL INPUT St' 14 AVG FLA 6.1 HMI Rev. 2.11.00 7 ic. Iol:il r� a! -- 120V HI=LINE, i.« a PH •I�u um 000 P10010/ �p IC �I}-� — El( N1=NEUTRAL, SSA . �,�, *, Zoe v►in.:•� _.V/T2 P10IM/A 120 VAC 24-VIIL` [Lf�`I la •r1.F:• -- Id 24V©CA:0 11E lg IL 15 A 161a1 I 1m1/T3 P1020.0 RELAY RELAY BREAKER. DO WIRE' •IR 1:1i1t NOT CONNECT 4 ©©©OF7OO ANT ■IA • D.- GNDCA— P10i00 nv NC 4 3 2 I:i.`1 Nl eK ALAI. -- TO SHUNT TRIP CV J. n SCADA RIR a `•" _- MIND '• PIO&B7 NNCC FII7 NC 2 1 u • Glier:- ..•:• P3311N/A COM-[1tJ 8 7 I1I(0 10Y[. -- BREAKER, SEE III $r d ST 01"AHi O •a 3/N P�1657mS32 CON FIFI COM 015 law]m INSTALLATION el,if IN SCHEMATIC FOR + BEST ICI VFmEtWSaden®m ■.il c) 4:1. -- ADDITIONAL REQ. C CAT-5 ;�,a MrR EXH-2 71 iiIK WAIN -- [ 1 A HEST•', 14 AVG FLA16.1 LAYL RESCRIENER PANEL LIDI'--.C9;- -�--- 522 �' 3 PH ;6RA TAm O rn NP12A00 Sr-x Starter 208 V 00•-!'- V/T2 P100.01 -"'rc' P102N/A m-x Overload 15 A '.�.SS4 ^V/T3 P1020A varlet 3 NOTE4 All Itens on ECPM03 J3 the to be daisy chained GNOI>CA.. n«{jiN7 P10382.9 C-X Contact Ran one mrponent to the next,with EILI20A at end P107,00 of 6x. Place PN EOL120A In empty RJ45 port. •ilcZe O P10587 PS-1 Por IDS-A.R 2 VD C rr-• . P13UNAECFN3/DAISY CHAIN ?KA Oc 3M P150101 PA-x t2340016DDPDE P167,552 — E'EN D P4P112 S I� Err" lEf!rm . MTA.15.0 3 RD-x 24VDC Llnht Relay L2 AVG FLM15.0 3c.0aa1 iS-x Duct Thermostat 3 PH I�L•- O A /T1 P100101 00 A/CP-PP-Te-ENPL 4 1 SM-i .3. . 3 208 V 3$:I 'e•VR2 P1011N/A • H. 30 A tIi0 mK-V/T3 P1020A J �L t ID. o P103g0.7 P10700J7 120V � _ i01x7f" 'c P106190 1C 14AVG Y1I 1 IC�� eife '.7 "s P1a1.01A ibil Q "t9w(6 6 1:k 0 0. . P150,01 Win 104 J. flail. NI VFDrtSV P367:707 -PSOff9_�ll 1% 5 Id111 Kl felfy �PUDz1225 69mi1 C! - srl[. !MI m SCADA SCAM Pattie 6 DC+c- _-_- ROt ARI 81C _ WM • SF1 HK - ♦ LEGEND. MO !VI • EK-Fi OW- ] -BILE GY-GREY ER-ES11.M PR-PUR PLE RO-RED DRY CONTACTS (SHOWN DE-ENERGIZED) VP-NITE GP-GREEN — ER/E 14 A.i RA-1-1 --��00 f11t OI EURO- B../TD STRIPE HAKE UP AIR INTERLOCK. -- •1 v[• . 11TH 2I fdVOr RD/GN STRIPE -ER F -- field. wH/a_- STRIPE EF1 14 AVG RA-2-1�� 8 W,q0p PANEL •i`H.;•,.•• ' Rl1H� rANL ..i' - 1 -OAR MCA ',�,,+F�/�-�JN'��' - :.bier -V SUP , a .r — SECOWRY PNEL C1QDG IF NECESSAR' 14 AVG RA-2-2 Ain, 0e MOUTON Dexad Control -- il'IfIlf o,- Venl2etby e/morel -- -•• for 2n,et Fans,I N FY.y.Fani.4„..Extisstan 9 Mna b do tact zneirw D/FR TEA FIR ISE V REED. Rom FIR USE VITh VFD Pisensor shine,d loos fo se f — tDralletlenVerNyr erkarce between VFD and Mow,addtbal cost codd=PN • de0c„v a 5U Peet l0 ee to TM rowel( FACTORY O R SC-20 x 18 x 842 BOX/bD0 MCECP 11-2 System Design Verification (SDV) If ordered, CAS Service will perform a System Design Verification CSDV) once all equipment has had a complete start up per the Operation and Installation Manual, Typically, the SDV will be performed after all Inspections are complete, Any field related discrepancies that are discovered during the SDV will be brought to the attention of the general contractor and corresponding trades on site, These issues will be documented and forwarded to the appropriate sales office, If CAS Service has to resolve a discrepancy that Is a field issue, the general contractor will be notified and billed for the work. Should a return trip be required due to any field related discrepancy that cannot be resolved during the SDV, there will be additional trip charges. During the SDV, CAS Service will address any discrepancy that is the fault of the manufacturer. Should a return trip be required, the general contractor and appropriate sales office will be notified, There will be no additional charges for manufacturer discrepancies. ✓OBWIGGLE LAND - TIGARD T LOCATION PORTLAND, OR, 97223 E�I t - BATE 12/11/2019 JOB # 4077226 Interbk JrO -� = DrC / 17 DRAW BY REY. SCALE 3/8' = 1'-0' P1000 & P1001 Channels UNISTRUT" P1000-BEAM LOADING P1001 -BEAM LOADING 29 6 Dell.at Uniform Loading at Deflection Dell.at Uniform Loading at Deflection Max.Allowable Uniform Max.Allowable Uniform Span Uniform Load Load Span/180 Span/240 Span/360 Span Uniform Load Load Spanl180 Span/240 Span/360 In Lbs In Lbs Lbs Lbs In Lbs In Lbs Lbs Lbs 24 1,690 0.06 1,690 1,690 1,690 24 3,500" 0.02 3,500' 3,500' 3,500' 36 1,130 0.13 1,130 1,130 900 36 3,190 0.07 3,190 3,190 3,190 48 850 0.22 850 760 500 48 2,390 0.13 2,390 2,390 2,390 "A u 60 680 0.35 650 480 320 6D 1,910 020 1,910 1,910 1,620 7. 72 560 0.50 450 340 220 72 1,600 0.28 1,600 1,600 1,130 84 480 0.68 330 250 160 84 1,370 0 39 1,370 1,240 830 96 420 0.89 250 190 130 96 1,200 0-51 1,200 950 630 108 360 1-14 200 150 100 108 1,060 0.64 1,000 750 500 120 340 1 40 160 120 80 120 960 0.79 810 610 410 144 280 2.00 110 80 60 144 800 1.14 560 420 280 168 240 2.72 80 60 40 168 680 1.53 410 310 210 192 210 3.55 60 50 NR 192 600 202 320 240 160 ,„x 216 190 4.58 50 40 NR 216 530 2.54 250 190 130 73 r 240 170 5.62 40 NR NR 240 480 3.16 200 150 100 it -.: -.,- P1000-COLUMN LOADING P1001 -COLUMN LOADING Max.Allowable Maximum Column Load Appied at C.G. Max.Allowable Maximum Column Load Applied at C.G. Unbraced Load at Unbraced Load ,> Height Slot Face K=0.65 K=0.B0 K=1.0 K=1.2 Height at Slot Face K=0.65 K=0.80 K=1.0 K=1.2 In Lbs Lbs Lbs Lbs Lbs In Lbs Lbs Lbs Lbs Lbs r 24 3,550 10,740 9,890 8,770 7,740 24 6,430 24,280 23,610 22,700 21,820 36 3,190 8,910 7,740 6,390 5,310 36 6,290 22,810 21,820 20,650 19,670 48 2,770 7,260 6,010 4,690 3,800 48 6,160 21,410 20,300 18,670 16,160 60 2,380 5,910 4,690 3,630 2,960 60 6,000 20,210 18,670 15,520 12,390 ion 72 2,080 4,840 3,800 2,960 2,400 72 5,620 18,970 16,160 12,390 8,950 h =.,en 84 1,860 4,040 3,200 2,480 1,980 84 5,170 16,950 13,630 9,470 6,580 96 1,670 3,480 2,750 2,110 1,660 96 4,690 14,890 11,190 7,250 5,040 108 1,510 3,050 2,400 1,810 108 4,170 12,850 8,950 5,730 3,980 120 1,380 2,700 2,110 120 3,690 10,900 7,250 4,640 " . 144 1,150 2,180 1,660 " " 144 2,930 7,630 5,040 " " a°1 =,„vs zo P1000IP1001 -ELEMENTS of SECMON Notes 'Load limited by spot weld shear 2 g., -^cc Parameter P1000 P1001 "Mir>200 Area of Section 0.555 In' 1 111 11 NR=Not Recommended. 1.Beam loads are given in total uniform load(W Lbs)not uniform bad(w lbs/ft or Axis 1-1 w Itsfin) Moment of Inertia(I) 0.185 In' 0.928 In' 2 Beam loads are based on a simple span and assumed to be adequately laterally Section Modulus(S) 0.202 In' 0.571 In3 braced.Unbraced spans can reduce beam load carrying capacity.Refer to Page 56 Radius of Gyration(r) 0.577 In 0.914 In for reduction factors for unbiased lengths • Axis 2-2 3.For pierced channel,multiply beam loads by the following factor: Moment of Inertia(I) 0.236 In" 0.471 In` "KO"Series 95% "T"Series 85% Section Modulus(S) 0.290 Ina 0.580 In3 "HS"Series 90% "SL"Series 85% Radius of Gyration(r) 0.651 In 0.651 In "H3"Series 90% "DS"Series 70% 4.Deduct channel weight from the beam loads. 5.For concentrated midspan point loads,multiply beam loads by 50%and the corresponding deflection by 80%.For other load conditions refer to page 18. 6.All beam loads are for berdng about Axis 1-1. 1'." Framing System Hardware UNUSTRUT. SQUARE NUTS HEXAGON NUTS FLAT WASHERS 30 1117 & © WU100 pcs WU100 pcs Wu100 pcs Part No. Size Lbs(kg) Part No. Size Lbs(kg) Part No. Size Lbs(kg) ? /a 09(04, ''A' 0.6(03) %a' 08(0-))j HSQN031EG %s' 1.6(07) HHXN031EG 5/is 1.2(05) HFLW031EG 'As 1.0(0.5) HSQN037EG 3k' 2.7(1.2) HHXN037EG 3Ad' 1.6(0 7) HFLW037EG /a' 15(0 7) HSQN050EG h' 5.8(2.6) HHXN06(1FG h' 4.8(2 2) _ HFLW050EG 'h' 3.5(1.6) HSQN062EG 5�' 10.7(4 9) HHXN062EG 5,6' 7.3(3.3) HFLW062EG it' 7.7(3.5) HSQN075EG 3/4" 15.4(6,9) __ HHXN075EG 3A' 11.9(5 4) HFLW075EG %a' 11.0(5.0) I-ISQN087EG 7k' 24.9(11.3) HHXN087EG 7A' 19.0(8 6) HFLW087EG it' 15.3(6 9) w HSQN100EG 1' 36.3(16.5 HHXN100EG 1' 28.3(12 8) HFLW100EG 1' 18.8(8 5) s= cLi- STEEL THREADED ROD ___ ....... LOCK WASHERS , .. Low Carbon Steel Grade 1006-1010 `... 1 F =36,000 psi minimum ��y� \11' '''' F=58,000 psi minimum `'`�� 1N 11 10(p)s Lbs( Part No. Size Lbs(kg)) WU Part No. Size Lbs(kg) /'x20 025,'0.11 _ ,i'IRU3} s/t6 x18 20(99) aG:. ?L,I., 5/is 041 (02) b_ Standard Length 17(3.7m) HTHR037 %'x 16 30(13.6) 1 I HLKWO37EG it' 0.63(0.3) HTHR044 7A6'x 14 30(13.6) HLKW050EG /h' 1.32(0.60) ry HTHR050 'h'x 13 53(24.0) HLKW062EG 55' 220(1.0) HTHR062 5/3'x 11 84(38.1) HLKW075EG %' 3.80(1.7) HTHR075 3/a'x 10 124(56.2) HLKW087EG 7/8' 6.00(27) ' HTHR087 it'x9 170(771) HLKW100EG 1' 8.80(40) HTHR100 1'x 8 223(101.2) LOAD CARRYING CAPACITY OF THREADED HOT ROLLED STEEL STEEL COUPLER NUTS CONFORMING To ASTM A575 AND A576 Threaded Rod Loads Threaded Rod Loads for Piping Applications for Structural Applications x; (based on MSS SP-58) (Based on AISC,Steel Construction Manual, ASD,9th Edition. Per AISC,Allowed `' ' Max.Safe Load Nominal Root Area at 650°F(343°C) Tensile Stress=0.33 0.33°F1, Dia. In'(mm3) Lbs(kN) Allowed Number Size In(om) Lbs(kg) 3A 0068(43.9) 730(3.25) Nominal Nominal Area Tension Load Dia. Ins(ram') Lhs(kN) _ 25 'A'-20 4'(22) 1 9(0 9) h 0.126(81 3) 1,350(6.01) HRCNQ31 5A6'-18 14'(45) 7.5(3.4) 55 0.202(130.3) 2,160(9 61) /a D 049(31... _ 930(4 74) 3 a 3h 0.110(77.G) 2,110(9.39) HRCN037 A 16 13/a'(45) 9.0(4.1) /a 0.302(194.8) 3,230(14.37) HRCNO44 7A6'-14 13/i(45) 10.4(4.7) it0.419(270.3) 4,480(19-93) A6 0-150(96.8) 2,870(1277) 3 k 0.196(126 5) 3,750(16.68) HRCNC50 h 13 1/a (45) 10.0(4.5) 1 0.552(356.1) 5,900(26.24) it 0.307{198.2) 5,870(26.11) HRCN062 5i4'-11 2'Po'(54) 18.0(8.2) 3A 0.442(285.4) 8,450(37 59) HRCNO75 3/4'-10 21/4'(57) 28.0(12 7) 7k 0.601(388 0) 11,500(51.15) HRCN087 /'-9 21/2'(64) 55.0(24 9) 1 0.785(5068) 15,030(66.86) HRCN100 1'-8 23/4'(70) 73.0(331) Nuts&Hardware ,-,ey7:;s::',A.;,,.:„;,:- -m III \\:.‘v) . Screw and Weld Capacities Back to Table o1Oontenls SSMA Screw Capacities 31 Table Notes 1. Capacities based on AISI S100 Section E4. 6. Pull-out capacity is based on the lesser of pull-out capacity in 2. When connecting materials of different steel thicknesses or sheet closest to screw tip or tension strength of screw. tensile strengths, use the lowest values. Tabulated values 7. Pull-over capacity is based on the lesser of pull-over capacity for assume two sheets of equal thickness are connected. sheet closest to screw header or tension strength of screw. 3. Capacities are based on Allowable Strength Design (ASD) and 8. Values are for pure shear or tension loads. See AISI Section E4.5 include safety factor of 3.0. for combined shear and pull-over. 4. Where multiple fasteners are used, screws are assumed to 9. Screw Shear(Pss),tension (Pts), diameter, and head diameter have a center-to-center spacing of at least 3 times the nominal are from CFSEI Tech Note (F701-12). diameter(d). 10.Screw shear strength is the average value, and tension strength 5. Screws are assumed to have a center-of-screw to edge-of-steel is the lowest value listed in CFSEI Tech Note (F701-12). dimension of at least 1.5 times the nominal diameter(d) of the 11.Higher values for screw strength (Pss, Pts), may be obtained by screw. specifying screws from a specific manufacturer. Allowable Screw Connection Capacity(Ibs) #6 Screw 88 Screw #tO Screw #12 Saw Y.•Screw Thickness Design yleld Fu Tensile (�=643 Ibs,Pts=419 bs) (Ps s=1278 Ibs,Pts=586 lbs) (Pss=1644 Ibs,Pts=115811as) (Pss•23301bs,Pts=23251bs)(Pss 3048 Ibs,Pts=3201 Ibs) (Mils) Thickness (ksi) (ksi) 0.138"die,0.272'Head 0.164"die,0.272'Head 0.190"dia,0.340"Head 0.218"dle,0.340"Head 0.250"tea,0409"Head Shear Pull-Out Pull-Over Sheer Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Puil-O er Shear Pull-Out Pull-Over 18 00188 33 33 44 24 84 48 29 84 52 33 105 55 38 105 ' 60 44 127 27 0 0283 33 33 82 37 127 89 43 127 96 50 159 102 57 159 110 66 191 30 0.0312 33 33 95 40 140 103 48 140 111 55 175 118 63 175 117 71 211 33 0.0346 33 45 151 61 140 164 72 195 177 84 265 188 95 265 I 2Q3 110 I 318 43 0.0451 33 45 214 79 140 244 94 195 263 109 345 280 124 345 302 144 415 54 0.0566 33 45 214 100 140 344 118 195 370 137 386 394 156 433 424 180 521 68 0.0713 33 45 214 125 140 426 149 195 523 173 386 557 196 545 600 227 , 656 97 0.1017 33 45 214 140 140 426 195 195 548 246 386 777 280 775 1,016 324 936 118 0.1242 33 45 214 140 140 426 195 195 548 301 386 777 342 775 1,016 396 1,067 54 0.0566 50 65 214 140 140 426 171 195 534 198 386 569 225 625 613 261 752 - 68 0.0713 50 65 214 140 140 426 195 195 548 249 386 777 284 775 866 328 948 97 0.1017 50 65 214 140 140 426 195 195 548 356 386 777 405 775 1,016 468 1,067 118 0.1242 50 65 214 140 140 426 195 195 548 386 386 777 494 775 1,016 572 1,067 Weld Capacities Table Notes 1. Capacities based on the AISI S100 Specification Sections E2.4 for 6. Transverse capacity is loading in perpendicular direction of the fillet welds and E2.5 for flare groove welds. length of the weld. 2. When connecting materials of different steel thicknesses or 7. For flare groove welds, the effective throat of weld is tensile strengths, use the lowest values. conservatively assumed to be less than 2t. 3. Capacities are based on Allowable Strength Design (ASD). 8. For longitudinal fillet welds, a minimum value of EQ E2.4-1, 4. Weld capacities are based on E60 electrodes. For material E2.4-2, and E2.4-4 was used. thinner than 68 mil, 0.030"to 0.035"diameter wire electrodes 9. For transverse fillet welds, a minimum value of EQ E2.4-3 and may provide best results. E2.4-4 was used. 5. Longitudinal capacity is considered to be loading in the direction 10.For longitudinal flare groove welds, a minimum value of of the length of the weld. EQ E2.5-2 and E2.5-3 was used. Allowable Weld Capacity(lbs 1 in) Thickness Design Yie ld Tensileu Fillet Welds Flare Groove Welds (Mils) Thickness (1°4 (ksi) Longitudinal Transverse Longitudinal Transverse 43 0.0451 33 45 499 864 544 663 54 0.0566 33 45 626 1084 682 832 68 0.0713 33 45 789 1365 859 1048 97 0.1017 33 45 1125 1269 -, -' 54 00566 50 65 905 1566 985 1202 68 0.0713 50 65 1140 1972 1241 1514 97 0.1017 50 65 1269 1269 - -' 'Weld capacity for material thickness greater than 0.10"requires engineering Judgment to determine leg of weld; WI and W2. Copyright C 2013 by SSMA www.SSMA.com ' 60 110. SUPERDECK SERIES STUBBY DEPTH 8" DEC EIGHT GAS OVENS W BAKEP-c, '1 7 ' _ S: 1 51 31 51 4 PRIDE _------„ s-.—`_ CITY OF TIGARD ' a BUILDING DIVISION r a= ' ate i ♦ f • -3 f 44, xt f Ideal for kitchens with narrow aisles,the Bakers Pride® stubby series pizza ovens are designed with a 33"depth to save space while accommodating the high-volume needs of traditional cook lines. Each oven chamber FEATURES AT • • • features one Cordierite deck with independently -48,000 or 70,000 BTUH with natural •Heavy-duty steel legs finished with controlled top and bottom heat dampers for perfectly or LP gas(LP not CE approved) durable Bakertone balanced results. Choose from three different deck •Stackable •Fully insulated throughout - areas and overall oven widths from 48"to 66"to suit your •300-650°F(148-343•C) •Two-year limited warranty needs. temperature range •1.5"(38 mm)thick Cordierite This series is constructed with heavy-duty,.25"angle iron decks OPTIONS & ACCESSORIES frame,which is fully welded to allow for stacking up to •8"(203 mm)deck height •Stainless steel leg covers(per pair) three ovens. Oven exteriors are all heavy-duty stainless •Chwseoverallwidth:48"(1219mm), •Special-height legs(per set of four) steel and are fully insulated for cooler outer temperatures 57"(1448 mm)or 66"(1676 mm) •150-550°F(65-287°C)bake •Choose deck area:36"x 24.5"(914 thermostat and consistent interior temperatures. Options are x 622 mm),45"x 24.5"(1143 x 622 available to accommodate the configuration of your mm)or 54"x 24.5"(1372 mm) •Draft flue for direct vent(not available on CE units) kitchen,such as side-mounted controls and special- •Combination gas controls with valve,regulator,and pilot safety Automatic oven starter(comes with height legs. 120v lu •independently controlled top and plug) bottom heat dampers •Side-mounted controls(Specify Heavy-duty,mY�slide-out flame ordering.) ��) • �'Y- diverters •Deck brush and scraper(48"(1219 mm)long with wood handle) •All stainless steel exteriors, aluminized steel interiors •Stainless steel wood chip box •Spring-balanced,fully insulated •Legs with casters doors •Lightstone decks •Left-side or rear 3/4"(19 mm)NPT •Steel decks gas connection W. www.bakerspride.com 1 p:800.431.2745 BAKERS 1307 N.Wafters Rd.Suite 180 Allen TX,75013 PRIDE. WSUPERDECK SERIES STUBBY DEPTH 8" DECK HEIGHT GAS OVENS BAKERS SERIES: 151 , 31 51 , 41 51 PRIDE EQUIPMENT DIMENSIONS yq /////-----5 aPr 33' r(&'gmm)��}—�81NLET �(aS3mm� r (83B mm)� See model widths in don btlav 8.5 8'(2G3mm) I / I 1 _ W(203 ) f66.5 — 8'(2Oamm) , I ell]5 :ailain-_,2.;Pisjoessirial mm)L (6a1 mm�aw�a0RIl ) ]3.5 mR6'(lamm)6ef2G]6 mm) '(1 ,an,&RS (1613 mm) ']6" (199I mm) SeeExkere89 1 .13.5* (1T)Bmm) in tlmnb¢bwi33'(1139mndIt(203 mm' u 8.C2a'mm) ya•Nr•r ! (338�mm)yj• SS' 2525 GA41NLEf 56.5 _(J630' (139/mm)z9i.. (641 mm) 5a' [ta35mm) u-......_..J ` T Gmm) I35.5' C5 _ 11.25 39]mm) �y(9Rmm) (1W3mm)&�, (286mm) aS c,„..imm) r ,( t,,,,)! (xl3l m=I gfla3 mm) ■ IzSzs' TOP YEW (✓>9 mm) &DEWY, 641 mm) 85 SIDE VIEW 26 ryzamm) SIDE VIEW 6' 92 rmd MECHANICAL SPECIFICATIONS Model* Overall Dim*. Total kW"" Deck Deck Size Decks Baking Thermostat Carton Dim Cubic Cubic Ship Wt.• (W x H x D) BTUW Height Chambers Range (W x H x D) Feet Meter 151 48"x 55.25"x 33" 48,000 14 8" 36"x 24.5" 1 1 300'-650°F 53"x 3T x 40" 44.4 1.4 820 (1219 x 1403 x 838) (203) (914 x 622) (149-343) (1346 x 940 x 1016) (372kg) 152 48'x 66.5 x 33' 96,000 28 8" 36°x 24.5' 2 2 300'-650°F * * * 1508 (1219 x 1689 x 838) (203) (914x 622) (149-343) (684kg) 153 48"x 81.75"x 33" 144,000 42 8" 36'x 24.5" 3 3 300°-650°F * * * 2200 (1219 x 2076 x 838) (203) (914x 622) (149-343) (998kg) 3151 57"x 55.25"x 33" 70,000 21 8" 45'x 24.5" 1 1 300"-650°F 52"x 72"x 36" 76.2 2.7 958 (1448 x 1403 x 838) (203) (1143 x 622) (149-343) (1321 x 1829 x 914) (435kg) 3152 57"x 66.5"x 33" 140,000 41 8" 45'x 24.5" 2 2 300°-650°F * * * 1787 (1448 x 1689 x 838) (203) (1143 x 622) (149-343) (811kg) 3153 57"x 81.75"x 33" 210,000 61.5 8' 45'x 24.5" 3 3 300°-650°F * * * 2620 (1448 x 2076 x 838) (203) (1143 x 622) (149-343) (1188kg) 4151 66"x 55.25"x 33" 70,000 21 8" 54"x 24.5' 1 1 300°-650°F 52"x 72"x 36" 76.2 2.7 1093 (1676 x 1403 x 838) (203) (1372 x 622) (149-343) (1321 x 1829 x 914) (496kg) 4152 66"x 66.5"x 33" 140,000 41 8" 54'x 24.5' 2 2 300°-650°F * * * 2050 (1676 x 1689 x 838) (203) (1372 x 622) (149-343) (930kg) 4153 66"x 81.75"x 33" 210,000 61.5 8' 54"x 24.5" 3 3 300°-650°F * * * 3024 (1676 x 2076 x 838) (203) (1372 x 622) (149-343) (1372kg) •Each oven ships in separate carton as do the legs.Refer to the single unit for carton specs.Shipping weight shown includes all decks and legs. -Height includes 30'(762 mm)legs on single units,16'(406 mm)on stacked units,and 6"(mm)on triple stacked units. *`*CE dertification not available in LP gas GAS CONNECTIONS REQUIRED CLEARANCES 3/4" Non-Combustible Construction Combustible Construction CE certification not available with LP gas Each deck requires a separate gas connection Left 0'(0 mm) 1°(25 mm) Bakers Pride reserves the right to modify Right 0'(0 mm) 3'(76 mm) specifications or discontinue models without incurring obligation.Dimensions nominal. Back 2"(51 mm) 3'(76 mm) ® Q C E (0 FOB FreigAllen 75013 Class: 6, w www.bakerspride.com I p:S00.431.2745 BAKERS 1307 N.Watters Rd.Suite 180 Allen TX,75013 PRIDE. Foro questions or ordering info: Al°11"41 ha Phone: (917) 525-2066 E aiL support@kitchenalLcom 1611~# Manufacturing Web: www.kitchenall.com New Restaurant Equipment L&J WOK-Series Chinese Wok Range With Burner • RECEIVED PRODUCT HIGHLIGHTS MAR 2 6 2020 % ITV OF 1 lGARD •Heavy-Duty Consirucson Ensures Durability ING DIVISION •Easy Access Manually Controlled Bering Faucet •Water-Coded Top Help Control Stove Top Temperature !`..alai,. ax ell.lie •Stanless Steel Front Pipe Rack,&Splash fig 11; •Stanless Series Available With Up To 10 Chambers a . •Front Gas 1.5 Manifold To Each Burner of T—�-'-•••• J _ ! •13° 15',18 20°,22 Chambers Avalal e a •Bumer Types:Jet,Duck.Ring •Natural Or Propane Gas ® •AGA Certified,&NSF Approved MODEL BURNER WIDTH LENGTH HEIGHT BTU WEIGHT WOK1 1 45" 1 24".48" 33" 100,000 4001bs •p WOK2 2 45" 42"-66" 33" 200,000 800lbs WOK3 3 45" 54"-94" I 33" 300,000 1200 lbs WOK4 4 45"_ 80"-125" 33" 400,000 1450 lbs ._. WOKS 5 45" 120 "-160" i_ 33" 500,000 18001bs WOK6 6 45" 150"•-175" 1 33" 600,000 21001bs � .. —- WOK7 r 7 45" 170" 195" 33" 700,000 25001bs , WOKE t 8 45" 185"•-225" J 33" 800,000 l 310016s .... ._. _.r. WOK9 ? 9 45" 200"-245" 1 33" 900,000 3950 lbs WOK10 10 45" 240"-275" 33" 1,000,000 4250 lbs Call for a custom sizing L P >i` 13" 003 H � r W For (917) 5 ordering info:Phone: (917) or525-2066orekliefrheriati, Email: support@kitchenalLcom Manufacturing Web: www.kitchenall.com New Restaurant Equipment Diagram • F I f A . I i I I I j { i 70" tti }'t HEIGHT �1 r� + r� t� � WITH FLUE / i________l . ,. r • I-1 ,_____ I 0 -0 0--0 0--0 0 -0 0 -0 0--0 9— 56'/2" 32" HEIGHT I. W/O LUE 11" WASTE Burner Types a r P _ I : - , filt Jet Duck Ring Order Form Model Number: Special Specification/Add-ons or Comments: Specify Gas Type: NG LP Size of Wok Ring: (13", 16", 18", 20", 22') 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) Burner Type: (Jet 23 Tip, Jet 32 Tip, Duck Jet, Ring) 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) Drain Location: Right_ Left ® N BLODGETT j ProjectItem No. 0 Quantity MODEL SHO-G Full-Size Gas CanvectionRECE 19attard depth baking compartment-accepts five 18"x 26"standard full- size baking pans in left-to-right positions. R c2 6 202 4I data is shown per oven section,unless otherwise indicated. �,, Refer to operator manual specification chart for listed model name. LTt::19.1 OF DIV',NG IV EXTERIOR CONSTRUCTION '� ■ Full angle-iron frame ° ■ Stainless steel front,top,and sides ' `r • Dual pane thermal glass window on left hand door,solid right hand door • Tubular chrome handle with simultaneous door operation • Triple-mounted pressure lock door design with turnbuckle assembly • ■ Removable front control panel • Solid mineral fiber insulation at top,back,sides and bottom INTERIOR CONSTRUCTION `f '; i ■ Double-sided porcelainized baking compartment liner(14 gauge) 4 a • Aluminized steel combustion chamber \ • Dual inlet blower wheel • Five chrome-plated racks,eleven rack positions with a minimum of 1-5/8" (41mm)spacing }( OPERATION • Dual Flow Gas system combines direct and indirect heat ■ Electronic spark ignition control system • Removable dual tube burners • Pressure regulator and manual gas service cut-off valve located in front control area • Air mixers with adjustable air shutters • Solid state thermostat with temperature control range of 200°F(93°C) OPTIONS AND ACCESSORIES to 500°F(260°C) (AT ADDITIONAL CHARGE) • Two speed fan motor ■ Legslcasterslstands: • 1/3 horsepower blower motor with automatic thermal overload protection ❑ 6"(152mm)seismic legs • Control area cooling fan ❑ 6"(152mm)casters STANDARD FEATURES ❑ 4"(102mm)low profile casters(double only) • Solid state manual control with separate dials to control thermostat and timer ❑ 25"(635mm)stainless steel open stand with • 25"(635mm)adjustable stainless steel legs(for single units) rack guides • 6"(152mm)adjustable stainless steel legs(for double sections) • Gas hose with quick disconnect and restraining • Draft diverter or draft hood for venting(select one) ❑ 48e(1219mm)hose • One year oven parts and labor warranty* ❑ 36"(914mm)hose ❑ Extra oven racks For all international markets, contact your local distributor. ❑ Gas manifold (for double sections) ❑ Flue connector Find this product at: a 4SERTpn, ET - �s NSE Central ENERGY STAR ism RESTAURANT PRODUCTS 1 -866-285- 1252 BLODGETT OVEN COMPANY www.blodgett.com 44 Lakeside Avenue, Burlington,VT 05401 •Phone:(802)658-6600•Fax:(802)864-0183 + x do BLODGETT MODEL SHO-G APPROVAL/STAMP DRAFT HOOD 1 - /4°(324) • 3' 1 - /16' - r2°(64) (76) 10484)-0 f1 FAJ 7 - /8°(1794)—ram ♦ —� - 6° DRAFT DIVERTER j 6°(152) (183) �� 5 - /16'(1450) 141/4" 3 �, 6°(152) i 5 - /4°(1315)— 0 (2) (9 3 - 116'(979)—®. of 4 - /16' (716) 3 - /2°(902)—ti-- - 3 - /4°(845)—, p —(1065) 25°(635)— 2�18° 1 q-�(8° 1 (721) 17°(432)— N r4°(972)--► 0°(0)- 0"(0)— t 18° (251) TOP VIEW SINGLE DOUBLE imen ions ar i inches(mm) SHORT FORM SPECIFICATIONS Provide Blodgett full-size convection oven model SHO-G,(single!double)compartment.Each compartment shall have(porcelainized/stainless)steel liner and shall accept five 18"x 26" standard full-size bake pans.Stainless steel front,top and sides.Right door shall be stainless steel,left door shall be stainless steel with dual pane thermal glass.Door shall have sin- gle tubular chrome handle and simultaneous operation.Unit shall be gas healed with electronic spark ignition and shall cook by means of a dual-flow system combining direct and indi- rect heal.Air in baking chamber distributed by dual inlet blower wheel powered by a two-speed,1/3 HP motor with thermal overload protection.Each chamber shall be fitted with five chrome-plated removable racks.Control panel shall be recessed with CooklCool Down mode selector,solid state(manual/digital)infinite thermostat(200-500°F),and 60-minute timer. Provide options and accessories as indicated. DIMENSIONS: POWER SUPPLY: Floor space 38-1/4"(972mm)W x 36-718"(937mm) D 115 VAC, 1 phase,6 amp,60 Hz.,2-wire with ground, Product clearance 1/3 H.P.,2 speed motor, 1140 and 1725 RPM Oven Back 0"from combustible and non-combustible construction. 6'(1.8m)electric cord set furnished on 115 VAC ovens only. Oven Sides 2"from combustible and non-combustible construction. MINIMUM ENTRY CLEARANCE: Interior 29"(737mm)W x 20"(508mm) H x 24-1/4"(616mm) D Uncrated 32-1/16"(814mm) If oven is on casters: Crated 37-1/2"(953mm) Single Add 4-1/2"(114mm)to all height dimensions Double Dimensions do not change SHIPPING INFORMATION: Double Low Profile Subtract 2-1/2"(64mm)from all dimensions Approx.Weight: GAS SUPPLY: Single 535 lbs. (243 kg) 3/4"NPT Double 1070 lbs.(485 kg) Manifold Pressure: Crate sizes: •Natural -3.5"W.0 •Propane-10"W.G. 37-1/2"(952mm)x 43-1/2"(1105mm)x 51-3/4"(1315mm) Inlet Pressure: •Natural-7.0"W.C.min.-10.5"W.C. max. NOTE:The company reserves the right to make substitutions •Propane-11.0"W.C.min.-13.0"W.C. max. of components without prior notice MAXIMUM INPUT: - Single 50,000 BTU/hr(14.6 Kw) Double 100,000 BTU/hr(29.2 Kw) BLODGETT OVEN COMPANY www.blodgett.com 44 Lakeside Avenue, Burlington,VT 05401 •Phone:(802)658-6600•Fax:(802)864-0183 Printed in U.S.A. NOTE:FOR COMMERCIAL USE ONLY PIN 36946 Rev P(5/11) AMERICAN RANGE QUALITY LINE OF COOKING EQUIPMENT MAR 2 6 2020 CITY OF TIGARD SPSH ECONOMY STOCK BUILDING DIVISION POT STOVES STANDARD FEATURES • Stainless Steel front and sides. • Cast iron 3 ring burner(90,000 BTU/hr.). • Standing pilots for instant ignition. • Dual control valves,one for inner and middle rings, second for the outer ring. • Full width removable crumb tray for easy cleaning. v • Heavy gauge construction. • Polished glosy black knobs. • Chrome plated 6"steel legs,with 3"adjustable . bullet feet • One year limited warrranty,parts and labor. •- "" OPTIONAL FEATURESrt • 23 tip jet burners rated at 100,000 BTU/hr • 18"tip anti-clogging jet burner. • Swivel casters. SPSH-I8 American Range SPSH -Series Stock Pot Ranges are design engineered to handle the heaviest loads. Heavy duty construction with Stainless Steel front and sides,they are both attractive and easy to clean. Heavy duty cast iron 3 ring burners rated at 90,000 BTU/hr.give instant high heat while the dual control valves for the inner and outer rings allow maximum flexibility to maintain desired heat settings. A full r` width drip tray catches spills and allows the lower cabinet to be used for additional storage. You will find that these rugged units will give many years of trouble-free performance. g g www. americanrange , com 011"�:e`.` Intertek Intertek SPSH ECONOMY STOCK POT STOVES n 411. 0.0 ormlik 42 �1�� 2L - _-1 ismomi 18 1 8-1 (11c0o 18 �� 0 I 13" 1$ 6' 0 131/2" SPSH-I8 SPSH-18-2 Model Width Depth Height Burners Total BTU KW Shipping Weight Lbs. Kg. SPSH-18 18" 21" I8" 3-RING 90,000 26 130 54 SPSH-18-2 18" 42" I B" 3-RING 180,000 52 230 104 STANDARD FEATURES OPTIONAL FEATURES • Stainless Steel front and sides. • 23 tip jet burners rated at 100,000 BTU/hr. - • Cast iron 3 ring burner(90,000 BTU/hr.). • 18"tip anti-dogging jet burner. • Standing pilots for instant ignition. • Swivel casters. • Dual control valves,one for inner and middle rings, - • second for the outer ring. • Full width removable crumb tray for easy cleaning. • Heavy gauge construction, • Polished glosy black knobs. • Chrome plated 6"steel legs,with 3"adjustable bullet feet • One year limited warranty,parts and labor. GAS SUPPLY:3/4"NPT Gas inlet 7"TO 9"W.C.,Manifold pressure is 5.0"W.C.for natural gas, I I"- 12"Manifold pressure is I0.0"W.C.for propane gas. Specify type of gas and altitude if over 2000 feet Clearance:For installation on non-combustible locations only. American Range is a quality manufacturer of commercial cooking equipment.Because of continuing product improvements these specifications are subject to change without prior notice. DESIGNED&BUILT IN USA AMERICAN GRANGE 13592 Desmond St.Pacoima CA 91331 ,rerrcn=e.•,cvvov' u' a;.y�: . T.818.897.0808 F.818.B97.1670 QUALITY LINE OF COOKING EQUIPMENT Toll Free:888.753.9898 A70254 04182016 REV A www.americanrange.com Project [PiTco] Item No. Quantity SOLSTICE Gas (SG) Series SingleREC I QED co Standalone SG14, 14R, 14T, 18 FryeAR 2 6 Z020 Or CITY OF 11G,r,RD :_ BUILDING DIVISIO^) APPLICATION '1 n . For High Production Gas single standalone frying specify m 1 Pitco Solstice Gas Models SG14, 14R, 14T or SG18 tube 0 /r -.., ,—.-- fryers with the patented Solstice Burner Technology.The D ® t dependable blower free atmospheric heating system (f) - /A' provides fast recovery to cook a variety of food products. --- a. cn p. { , ' The Solstice gas fryer comes standard with a millivolt thermostat with a thermo-safety pilot, high temperature ... a 1 safety limit switch. The unique Solstice burner and baffle co fr'.+T 1 SGI4T Twin Tank SG18 design increases cooking production, lowers flue ------ with optional temperature and improves working environment CD SG14R casters comp ared d to previous models. cn with optional p stainless tank Cl) MODELS AVAILABLE co 4„/A•0 w.ag" (To U SG14 (40-50 Ibs, 14 x14"fry area, 110 Kbtu/hr) co SG14 M M ❑ SG14R(40-50 Ibs, 14 x14"fry area, 122 Kbtu/hr) Q STANDARD FRYER FEATURES & ACCESSORIES ❑ SG14T(20-25 Ibs, 7x 14",50 Kbtu/hr per side for g this twin tank fryer, 100 Kbtu/hr total) cD ■ Tank- mild steel construction ❑ SG18 (70-90 Ibs, 18 x 18"fry area, 140Kbtu/hr) cn • Cabinet- stainless front, door and sides G) • Solstice Burner Technology, No blower or rA ceramics ACCESSORIES (AT ADD111ONAL COST) • Millivolt Thermostat (T-Stat) 73 200°F-400°F (190°C-93°C CE) U Tank stainless steel • memo-Safety pilot with built in regulator. ID Stainless Steel back • High Temperature safety limit switch U 9" (22.9 cm) adjustable, non locking rear&front —1 locking casters j ■ Heavy duty 3/16" bottom door hinge U Flexible gas hose with disconnect and restraining co • 1 W (3.2 cm) Full port drain valve for fast draining cable -n • Separate Manual gas shutoffs, for front servicing ❑ Tank cover Q ■ Integrated flue deflector ID 3-Triple Baskets (not available on 14T) CD • 9"(22.9cm) adjustable legs, easier access to clean ■ Tube rack, allows crumbs &debris into cool zone • Removable basket hanger, requires no tools • Drain Line Clean out rod • Drain extension • Fryer cleaner sample packet • Choice of basket options : ` '74:\C1_1„,ri a) ( IE I , ❑ 2-Twin Baskets ❑ 1-Full Basket(not available on 14T) 4116,,it The Australian Gas Association ;yam Pitco Frialator,Inc • P.O. Box 501, Concord, NH 03302-0501 •509 Route 3A, Bow, NH 03304 rapt _4 603-225-6684 • FAX: 603-225-8497 • www.pitco.com =� L10-293 Rev 0 08/10 Printed in the USA SOLSTICE GAS (SG) Series Single Standalone SG14, 14R, 14T, 18 Fryer / /4 INCH GAS CONNECTION 4:1) 3 SG14 R) SG18 ., �G)(CE 3/4 INCH BSP ADAPTOR / SG14T LL ADDS 1 1/2 [3.8]TO A 48 5/16 1122.8] 52 5/16[132.9] CONNECTION) / B 15 5/8[39.7] 19 5/8 [49.8] CO C 4 1/4 110.8] 6 1/4[15.91 F= 1• A -I v IN [CM] h 3415 32[87.6] r INTEGRAL e N- FLUE DEFLECTOR B � 16[1.8] • I 8 8 A ` { , to -0 Ma46- CO [117.2] N d) ® 34[86.3] 01 c + G 122 9 [2.9]J �s 102 [26.5] H [31.7] NOM. NOM. 0 .4- C ? f f [4- 212932[55.8] f 113 [3.6] (10 11- 48[11.1] N Q INDIVIDUAL FRYER SPECIFICATIONS Ur Model F 'n. Area Cook De. h OII Ca..cit III SG14&14R 14x14in 35.6x35.6cm 3-1/4-5in 8.3-12.7cm 40-50 Lbs(18-23 kg) C) SG14T per side 7 x 14 in 17.7 x 35.6 cm 3-1/4-5 in 8.3-12.7 cm 20-25 Lbs(9-11 kg) SG18 18 x 18 in 45.7x45.7cm 3-1/4-5in 8.3-12.7cm 70-90Lbs 31-40k. N FRYER SHIPPING INFORMATION (Approximate) J Model Shi. .'n. Wei.ht Shi• •in• Crate Size HxWxL Shi.tintCube O SG14&14R 208 Lbs(95kg) 45x19x36in (114.3 x 48.2 x 91.4 cm) 17.8ft3. 0.5m3 Cl) SG14T per side 230 Lbs 104 . 45 x 19 x 36 in (114.3 x 48.2 x 91.4 cm) 17.8 ft . 0.5m3 SG18 275 Lbs(124.5 kg) 45x23x38in (114.3 x 58.4 x 96.5 cm) 22.8ft . 0.6m INSTALLATION INFORMATION GAS SYSTEM REQUIREMENTS Store Su. • Pressure* Burner Manifold Pressure *Check plumbing 1 gas codes for proper gas supply Natural 7-10"w.c.(17.4 mbars/1.7 kPa) 4"w.c.(10 mbars/1 kPa) line sizing to sustain burner pressure when all gas Pro.ane 11 -13"w.c.(27.4 mbars/2.7 kPa) 10"w.c.(25mbars/2.4 kPa) a• •liances are full on. CLEARANCES (Do Not Curb Mount) Front min. Floor min. Combustible material Non-Combustible material F •r Flue Area 30" 6" Sides min. Rear min. Sides min. Rear min. Do not block/restrict flue gases from flowing into hood (76.2 cm) (15.25 cm) 6"(15.2cm) 6" 15.2cm 0" 0" or install vent hood drains over the flue. SHORT FORM SPECIFICATION Provide Pitco Solstice Gas Model(SG)xx)tube fired high production gas floor fryer. Fryer shall be xx-xx lbs oil capacity,xxx Kbtu/hr,xx"by xx"fry area, mild steel(or optional stainless)peened tank,stainless front, door,sides. Blower Free atmospheric burner system,with millivolt thermostat and thermo-safety pilot, separate gas shut off,3/4"npt rear gas connect,recessed cabinet back,1-1/4"Full port drain,3/16"bottom hinge. Provide options and accessories as follows: +., Pitco Frialator, Inc• P.O. Box 501, Concord, NH 03302-0501 • 509 Route 3A, Bow, NH 03304 %p74. 603-225-6684 • FAX: 603-225-8497 •www.pitco.com L10-293 Rev 0 08/10 Printed in the USA 4.�C' . We reserve the right to change specifications without notice and without incurring any obligation for equipment previously or subsequently sold. 4 (iIECISIiiuI' ,e by NORTH AMERICAN RESTAURANT EQUIPMENT REC ! , *,j MAR 2 6 2020 PRECISION SERIES c1TY 0,, T'=+aRD BUILD,„,,,,D1 A„Fio GAS NOT PLATES Model Numbers: HP-2, HP-4, HP-6 irrr11r ' IF , , r 4.46.104.43 FEATURES 1 HI'-2 • Heavy-Duty Stainless Construction 7:---piiiiiirliiii • Heavy Cast Iron Grates ..,.. .. • Powerful Cast Iron Burners • Adjustable Stainless Legsrillirro '" • All Stainless Drip Pan $ • Simple, Efficient Design ® '- HP-4 • Independent Gas Controls • Chrome-Plated, Heavy-Duty Control Knobs See Reverse Side for Product Specifications I *4;10 i HP-6 NORTH AMERICAN RESTAURANT EQUIPMENT I (401) 639-3271 I WWW.NORTHAMERICANREFRIGERATION.COM PR EcisioN by NURTN AMERICAN RESTAURANT EQUIPMENT 27 e .I PRECISION SERIES GAS HOT PLATE SPECIFICATIONS Model Numbers: HP-2, HP-4, HP-6 1-- 12 H I 24 H r 36 H • 000000BBBB886 ° 888BB888BB888(I88888BBBBBBBB ° ° 8888888060888888888888BBB88888888888888888 ° W:to t1i�►L_:'t!) ,l%r 4,9 fitD,,.'111' to c::',4r fitic.'ii) • a ° ° ° L-11 1 I, Lc, Q II misimff- , *AR Pk4 .AT.el. .._. Fie:,1/2.-, ae, )9, -..- . v 414.3, i s fir. lit fii i \ 40 40im � 1� * \ 4e,• - 44* 1.44.1;441:41): 1.4*414!tr% 101_4‘,00A:444,0;,: 11 �Itttt�l It�ltt�l 1 1 f 1 I wImir Mari" 1 1 It' al 4. P � . I ► m14� ► 41 ►.� � �� .�I �„ r?•I_►. ►�. � �1�I -s% AA ,f 41: Intake-Tube Burners and Per BTU Total BTU Model Gas Type Pressure Nozzle No. Net s`aei9ht;LBSk Control Method (in.VJ.C.) B.T.U.Ih B.T.U./h 2 Burners NG 4 25,000 50,000 #43 Independent 55.1 Manual Control LP 10 25,000 50,000 #53 4 Burners NG 4 25,000 100 000 #43 HP-4 Independent 97 Manual Control LP 10 25,000 100,000 #53 6 Burners NG 4 25,000 150,000 #43 Independent 136.7 Manual Control LP 10 25,000 150,000 #53 n NORTH AMERICAN RESTAURANT EQUIPMENT °�'�us E -. ��.� Call Us Today! (401) 639-3271 Intertek Intertek 4003935 Email: naequipment@gmail.com 41 6 4.,...._ , .., ,,,,‘,.. ,,,,..,s,„ ,.,..,,.,,.,, ., , .._ ,.. RADIANT{OUNTER TOP +� ? A j Model Numbers R IRB-24 c I VEL IRB-30 MAR 2 6 ,. !1 IRB-36 C/Tv C�2Q - IRB-48 Bu(LD/, ''GARD IRB-60 G OM', IRB-72 �� mot. - fi� �' � � IIRB-36shown Stainless steel burners with both cast-iron and optional stainless steel radiants shown. RADIANT BROILER BURNER SYSTEM - Individually controlled 15,000 BTU/hr.(4 KW) W a11111/',ir,V stainless steel burners. La - Burners are located every 6"(152 mm)with individual controls. i - Removable,reinforced cast iron radiants prevent clogging of burners and provide even broiling. eigiiiihot - Standard cast iron radiants provide maximum heat retention and intense surface temperatures. g - Optional stainless steel radiants provide quick heat-up while minimizing flare-ups. Stainless steel burners and TOP GRATES - Heavy duty cast iron top grates provide attractive char-broiler markings. radiant combination creates a - 3"x 22"(76 x 559 mm)sections remove easily and safely for cleaning. searing hot grate temperature. - Slanted cooking surface provides a range of cooking temperatures. - Each top grate blade has a cast-in grease trough that allows excess fat to flow to the front grease gutter minimizing flare-up. Fr - No tools are needed to remove grates,radiant covers and stainless steel burners for cleaning. to EXTERIOR FEATURES - Stainless steel front,sides and landing ledge for cleanability and professional look. Welded and polished stainless steel seams. Durable cast aluminum with a - Range Match profile when placed on a refrigerated base or equipment stand. Valox"heat protection grip. - Large 5" (127 mm)stainless steel landing ledge is ideal for plating. - Control knobs are durable cast aluminum with a Valox'heat protection grip. - Full width grease gutter and large capacity removable drip pan. - Insulated throughout cooktop to conserve energy. - 4"(152 mm)heavy duty legs with adjustable feet. - One year parts and labor warranty. (OO'- ® CE www.imperialrange.com B r n ray,, . r .x` i rrra*". #q.rtt yr ,ter'`s 3" , J ).; ititrti a r 24'. 30'. 36', 48', 60', 72' 31-3/8 (610. 762, 914, 1219, 1524, 1829) (796) 4'GAS(57) A r 5,� 3/d AS 1NLE T.', ,I f :I , '1,s _ _ 93r4' li h I�. 1 I . /�pyy gyp)--/p; S ;1 r�L�1al PM! H IJt Lr qii11,11 till i Y7—Ai I� L� am �i- �� Ilt `)1 li,`" fir r i t lr Lii rr j i 1 , I' I ( ,„ lF' 1.1.t'>I 1 I 4' (102) �� 1 i 1� r ,q, 11I(I r) (Ii M M ,4f ll Ij I f' 1 1 U 1 ,I q ',1 iri°r 14, `1 .11d ,Ii.1 IJ)a � ';' , 4,1)Y 2(641)5—V 4' MilEN Illisimmimomma 1 t I I f COUNTER TOP RADIANT BROILERS NUMBER OF GAS OUTPUT SHIP WEIGHT MANIFOLD PRESSURE MANIFOLD OnEL WIDTH BURNERS BTU (KW) (KG) LBS NATURAL GAS PROPANE GAS SIZE IR8-24 24"(610 mm) 4 60,000 (18) (118) 260 5.0"W.C. 10.0"W.C. 3/4"(19 mm) IRB-30 30"(762 mm) 5 75,000 (22) (141) 310 Specify elevation,if over 2,000 ft. IRB-36 36"(914 mm) 6 90,000 (26) (159) 350 IRB-48 48"(1219mm) 8 120,000 (35) (202) 445 LEARANCE REQUIREMENTS IRB-60 60"(1524 mm) 10 150,000 (44) (261) 575 Legs or stand required for non-combustible surfaces. Provide 0"clearance from non-combustible surfaces IRB-72 72"(1829 mm) 12 180,000 (53) (319) 705 and 8"(203 mm)from combustible surfaces. Measurements in()are metric equivalents. IPTIONS AND ACCESSORIES MODEL DIMENSIONS CRATED DIMENSIONS - Stainless steel radiants,in lieu of cast iron IRB-24 24"w x 31-3/8"d x 13-3/4"h 26-1/2"w x 34"d x 16"h - Stainless steel flashing (610 x 797 x 286 mm) (673 x 864 x 406 mm) - Stainless steel equipment stands IRB-30 30"w x 31-3/8"d x 13-3/4"h 32-1/2"w x 34"d x 16"h - 6"(152 mm)casters for equipment stands (762x797x286 mm) (826x864x406mm) - Gas shut off valve 3/4"(19mm) IRB-36 36"w x 31-3/8"d x 13-3/4"h 38-1/2"w x 34"d x 16'h (914 x 797 x 286 mm) (978 x 864 x 406 mm) - Quick disconnect and flexible gas hose IRB-4848"w x 31-3/8"d x 13-3/4"h 50-1/2"w x 34"d x 16"h "C CID (1219x 797x286 mm) (1283 x 864 x 406 mm) IR660 60"w x 31-3/8"d x 13-3/4"h 62-1/2"w x 34"d x 16"h intertek (1524 x 797 x 286 mm) (1588 x 864 x 406 mm) IRB-72 72"w x 31-3/8"d x 13-3/4"h 74-1/2"w x 34"d x 16"h (1829x797x286mm) (1892x864x406mm) 1128 Sherborn Street Corona,CA 92879 www.imperia Ph:951281.1530 Fx:951.281.1879 IMpEIMILww.3 3.7790lrange.com • E-mail:imperialsales@imperialrange.com B4 Silt 01015 Imperial(ommerdal Cooking Equipment Punted in the USA. Imperial reserves the rightto change specifications at any time without prior notice and without any obligation tot past us future equipment purchases.Visite nr.imperialrange.com tor specification updates. Product Information Sheet FyreWrap® Elite® 1 .5 'o Duct Insulation — Grease , ;oN Duct ASTM E2336 System Introduction ,, Unifrax's FyreWrap®Elite®1.5 Duct Insulation is a two-layer < flexible enclosure for two-hour rated commercial kitchen grease ducts. FyreWrap Elite 1.5 Duct Insulation is tested per ASTM E2336 and is acceptable as an alternate to a traditional fire-rated shaft. Installed as a two-layer system, FyreWrap Elite 1.5 complies with the International Mechanical Code(IMC)and Uniform Mechanical Code(UMC). FyreWrap Elite 1.5 Duct Insulation offers the following product features: • 2-hour fire-resistance rating • Alternate to shaft enclosure FyreWrap'®Elite 1.5 Duct Insulation • Complies with IMC and UMC Product Components • Tested per ASTM E2336 • Two layer system Core Material: FyreWrap Elite 1.5 incorporates Insulfrax® • High-temperature,biosoluble insulation Thermal Insulation as its core material. Insulfrax is a high- • Zero clearance to combustibles,at any location temperature insulation made from a calcia, magnesia,silica • GREENGUARD listed for Microbial Resistance chemistry designed to enhance biosolubility. It provides excellent insulation in a noncombustible blanket product form. Typical Product Parameters Encapsulating Material:The core insulation blanket is Thickness 1.5" completely encapsulated in an aluminum foil fiberglass Nominal Density 6pcf reinforced scrim covering.This scrim provides additional Standard Product Form Scrim Encapsulated handling strength as well as protection from grease, Product Availability 24"w x 25LF moisture absorption and tearing. 48"w x 25LF Typical Product Properties ICC Evaluation Services Evaluation Report ESR-2224 Intertek Laboratories(OPL)Listed, File 14870 Duct System: Design No.UNI/BI 120-02, UNIBI 120-14, UNI/WA 120-01 ASTM E2336 Passes all tests ASTM E2336 Internal Grease Duct Test Zero Clearance to Combustibles at all locations on wrap ASTM E119 Full Scale Engulfment Test 2-hour Fire Resistance Rating ASTM E119 Vertical Wall Test 2-hour Fire Resistance Rating ASTM E84, UL 723, ULC S102.2—UL File No. R14514 Unlaced Blanket Encapsulated Flame Spread/Smoke Developed Rating Zero/Zero <25/<50 ASTM E814 Firestop Test Firestop System: UNI/FRD 120-19, UNIBI 120-02, F-Rating=2 Hrs.,T-Rating=2 Hrs. UNI/BI 120-14 ASTM E136 Non-Combustibility Test Passes ASTM C518 Durability Test Passes; R-Value=4.8 per inch at 75°F ASTM C518 Thermal Resistance R-Value of Elite 1.5(11/2')=7.2 ASTM D6329-03 Microbial Resistance Highly Resistant to Mold Growth California State Fire Marshal Listing No:2440-1478:100 Complies with:NFPA 96(all editions),1997 ICBO Uniform Mechanical Code(UMC),1997 ICBO Uniform Building Code(UBC), 2015 International Mechanical Code(IMC),2015 IAPMO UMC(Uniform Mechanical Code). ICC �`pSSifjfo r•�•i Compiles `WJ n` IFC c ® us c�us (0) NFPA Intertek I t 96 IMEHNADONAL FIRESIOP COUNCIL 6SR-2224 Installation (Figure 1) Cover with hollow steel tubes(optional)for easy removal of To minimize waste,FyreWrap Elite 1.5 should be rolled out blanket.Weld at least four steel insulation pins to the outside tautly before measuring and making any material cuts. Install of the door cover panel,1"from each corner.Cut through the both layers of wrap with transverse(perimeter)and longitudinal two layers of FyreWrap Elite 1.5 Duct Insulation already butted joints.Between the first and second layers of wrap covering the duct and access door opening.Leave the interior stagger transverse joints and offset longitudinal joints to piece in place.Cut back the outer layer to form an opening different corners.All visually exposed blanket edges are to be with perimeter dimensions that extend 1"beyond the inner sealed with minimum 3"wide aluminum foil tape and the use layer.Cut a piece of FyreWrap Elite 1.5 Duct Insulation that of filament tape is not required but is permitted to ease matches the dimensions of the opening and install over pins installation.The installation materials must comply with the to fit tightly within the existing material.Cut an additional options listed in Table 1. piece of insulation with perimeter dimensions that extend Note:3'material overlaps can be substituted for compression butt joints. 1"beyond the layer below. Install over the insulation pins. Throughout the installation process,seal all cut edges with Table 1:Material Requirements aluminum foil tape.Secure with washers and bend over excess pin lengths to eliminate safety hazards.Place washers Item Type and Specification on threaded rod and secure with nuts.Do not install banding Bands •Carbon steel or Stainless steel over this area. •Min.Y2"wide&nom.0.015"thick Prefabricated—Ductmate Ultimate and Ductmate F2-HT prefabricated access doors are permitted and must be Crimp dips •Carbon steel or Stainless steel installed in accordance with Ductmate Industries, Inc. •Mini"long installation instructions and the applicable code.The Pins •Steel prefabricated access door is protected with three layers of FyreWrap Elite 1.5 Duct Insulation.The first layer is cut •Weld Pins or Cup Head to the size of the door.A successive layer(two additional •Min.12 Gauge layers)is sized to create an overlap of 1"beyond the layer Washers •Galvanized Steel immediately below.All edges of insulation blanket must be •Min.2Y2"square or 1 Y2"round protected with aluminum foil tape.A No.16 gauge outer plate - the same dimension as the outer layer of insulation blanket Attachment Options is held in place over the insulation using threaded rod and wing nuts.The outer plate is supplied with the Ultimate Banding only door and F2-HT doors.Access doors are available from Place bands at 11/2'on both sides of all second layer Ductmate Industries,Inc.Contact www.ductmate.com or transverse butt joints and add additional bands as needed to 1-800-245-3188 for additional information or local distributors. ensure spacing is max.101/2"on center.Tighten banding to Ask for the Access Door Product Line Manager. firmly hold the wrap system in place but not so tight as to cut or damage the blanket.Secure bands with crimp clips. Firestop Systems (Figures 3 and 4) Note:No bands are required on the first layer. Where ducts insulated with FyreWrap Elite 1.5 Duct Insulation pass through fire-rated walls and floors,the Banding and Pins penetration opening shall be firestopped to maintain the For ducts greater than 24",in addition to installing bands as fire rating of the assembly. Firestop Systems acceptable described in the Banding Option,weld steel insulation pins in for use with FyreWrap Elite 1.5 Duct Insulation ASTM rows to the underside of horizontal runs'.Locate pins on both E2336 System at the time of printing are detailed on pages 4 sides of all second layer transverse butt joints 3"apart.Add and 5. additional rows as needed to ensure longitudinal spacing is max.10".Pins in each row are to be max.6"from each duct Duct Support(Figure 5) edge and max.12"on center. Impale FyreWrap Elite 1.5 Duct Horizontal duct support systems do not require FyreWrap Insulation over the pins and secure with washers(cup head insulation when constructed using a minimum 3/e"diam- pins also permitted). eter uninsulated all-thread steel rod and 11/2'x 11/2'x 1/o" Pins are not required on vertical duct sections when using this option. uninsulated steel angle spaced a maximum 60"on center installed on all sides of the duct is along the length of the duct.A minimum clearance of 1"is Note:In lieu of banding,pinsrequired between the protected duct and the steel rod.To permitted. increase hanger sparing to 72"on center,1/2'all-thread steel rod and 2"x 2"x'A"steel angle are required.Vertical duct Access DOOW(Figure 2) support systems do not require FyreWrap insulation when Field fabricated and prefabricated grease duct access doors constructed using minimum 11/2"x 1Y2"x 14"steel angle are permitted for use with FyreWrap Elite 1.5 Duct Insulation. brackets located on opposite sides of the duct,on the top and Field fabricated access doors are protected with three bottom of each floor-ceiling assembly.The supports are layers of FyreWrap Elite 1.5 Duct Insulation.A gasket of 0.5" attached to the duct with welds. Maximum spacing between thick unfaced FyreWrap or ceramic fiber blanket is initially vertical supports shall be established by structural calculations installed between the duct and the access door cover.Weld in accordance with the applicable code,that are submitted threaded rod to each corner of the access door opening. to the building official for approval. Form C-1495 Effective 2/17 02017 Unifrax I LLC AS Rights Reserved Printed in USA Page 2 of 6 Figure 1. Butt Joint Technique FyreWrap®Elite®1.5 Duct Insulation FP-959 Commercial Kitchen Grease Duct System ASTM E2336 2-Hour Fire-Rated Enclosure,Shaft Alternative Zero Clearance To Combustibles Butt Joint System 0 0 Aka 4 „.,�. Imimpimparriximinie lemaimismosermainumi tor INN ® \ MAX C Butt Joint R Adjacent Blanket Pieces _" :jLend 1 FyreWrap®EIRe'1.5tion Two Layers (each 1.5',total thicimess=3') 1 "� 2 1'Compressed Butt Joint(Transverse) ,ool,�.�► \pi. 3 1'Compressed Butt Joint(Longitudinal) �ti MPx 4 'h'Carbon or SS Banding Straps(2nd layer only) ��i No',. 5 Filament Tape(Optional) �3 MPX `Applies to both horizontal and vertical duct orientations. "Review page 2 prior to installation for detailed instructions. Figure 2. Access Door FyreWrap®Elite®1.5 Duct Insulation FP-426 Commercial Kitchen Grease Duct System Access Door Systems ® 0 Ductmate Ultimate Q,, Ductmate F2-HT © 0 1 ''' Door System j1 Door System �t 11 Legend: 011llll 1 Access Door Opening 2 All Thread Rods 3 Access Door Cover Panel 16 Gauge(field tab.only) 4 Insulation Pins—Welded to Cover 05 First Layer FyreWrap®EIRe51.5ILI 411) 0 o 6 Second Layer FyreW rapm Elitem1.5,1'Overlap tr,it-_,.0.7.----'7 Third Layer FyreWrap®EIRe®1.5,1'Overlap4Q — 0 8 Speed ClipstWashers A1x 9 Cut Edges Sealed With Aluminum Foil Tape © O 10 Spool pieces for threaded rods(optional field fab.only) �i 11 Wing Nuts Field Fabricated 04_ 0 m 12 Washers Door System 13 Insulation plate 14 Unfaced FyreWrap blanket or Ceramic fiber gasket.Yz'thick 15 Prefabricated access door IIIIIIIIIIIIIIIMMIIIIIIrrFioprelli Form C-1495 Effective 2/17 02017 Unifrax I LLC All Rights Reserved Printed in USA Page 3 of 6 Figure 3. Firestop Installation FyreWrap®Elite®1.5 Duct Insulation Through Penetration Firestops Wall FP-690 Intertek Design No.UNI/BI 120-02&120-14,F-Rating=2 Hrs.T-Rating=2 Hrs. © 0 0 0 i 0 O bio ei 0i► 0 0 Section"A-A" Section"A-A" Section"A-A" Option 1 Option 2 Option 3 3 : iLki 0 3 i 0 „...k) O~', ; ;--- /- �_r; I -0 6 mg i _. Nor Section"A-A" Section"A-A" Option 8 Option 4 0 0 0 O O© 0 ill O 0 —J p© ;(5 MES (5 AIM 0 0 0 0 Section"A-A" Section"A-A" Section"A-A" Option 7 Option 6 Option 5 Legend: 1 Grease Duct,max.2401 ire area,49'max width 2 FyreWrap®Elite 1.5 Duct Insulation,Two Layers 3 Fire-Resistive Concrete,Gypsum,or CMU blodc wall assembly,2 hr.rated 4 Firestop Sealant,5/a'depth,overlapping on wall and duct min.'/z' 3M Fire Barrier 1000NS or Hilti FS-ONE or STI SpecSeal or Tremco FyreSil 5 Unlaced FyreWrap®Elite®1.5 or 4 PCF Mineral Wool compressed 50%option 1 and 33%options 2-8,recessed%'from both sides of wall 6 Annular space,'/z'to 41/2' ram G1495 Effective 2'17 ®2017 Unilrax I LW AO Rights Reserved Printed in USA Page 4 of 6 Figure 4. Firestop Installation FyreWrap®Elite®1.5 Duct Insulation Through Penetration Firestops Floor FP-691 Intertek Design No.UNIBI 120-02&120-14,F-Rating=2 Hrs.T-Rating=2 Hrs. COO O©'►O © O O1111 O r•�,, PI _._,� O Ski O 0 1-0 Section"A-A" Section"A-A" Section"A-A" Option 1Option 2 tiat 3 A CO O o � O O U © - 0 - © �ll /-0 " © I-0 Section"A-A" ' Section"A-A" Option 8 Option 4 A o 100 O il 0 © © tiMi © ill -0 [-0 Section"A-A" Section"A-A" Section"A-A" Option 7 Option 6 Option 5 Legend: 1 Grease Duct,max.2401 inr area,49'max width 2 FyreWrape Elitee 1.5 Duct Insulation,Two Layers 3 Fire-Resistive Concrete Floor/Ceiling assembly,2 hr.rated 4 Firestop Sealant,% depth,overlapping on floor and duct min.le 3M Fire Barrier 1000NS or Hilti FS-ONE or STI SpecSeal SSS or Tremco FyreSil 5 Unfaced FyreWrape Elilee 1.5 or 4 PCF Mineral Wool compressed 50%option 1 and 33%options 2-8,recessed%'from top side of floor 6 Annular space,1/2'to 41/2' Form G1495 Effective 2/17 02017 Unitas I LW All Rights Reserved Printed in USA Page 5of6 Figure 5.Support System • FyreWrapa Elite1.5 Duct Insulation FP-625R1 Typical Duct Support Details Typical Penetration Typical Vertical Duct Support Details II of Floor/Ceiling MN iIIIIMINIIIIIIIMMI=2 i111 H� I © 0 0 IL w i n L © O L0 © 0 Typical Horizontal Duct Support Details Legend: Legend: 1 Max.Duct Size(l-lxW) 49'x 49' 49'x 49' 1 Dud Support Mechanism 2 Steel Threaded Rod 'A'diameter W diameter 2 Grease Duct 3 Steel Angle 11/2'x 1W x Ye' 2'x 2'x Ya' 3 Fire Resistive Concrete Floor/Ceiling Assembly 4 Support System 60' 72' 4 Firestop System(figure 4) Spacing(L) For additional information about product performance or Refer to the product Safety Data Sheet(SDS)for to identify the recommended product for your fire protection recommended work practices and other product safety application,please contact Unifrax at 716-768-6500 and ask information. for Fire Protection Application Engineering. Eimilimmiimiminfrr Form Gi tgit Unifrax I LLC . Effective 2/17 02017 Unifrax I uc Corporate Headquarters P m ts u rved 600 Riverwatk Parkway Page 6 of 6 Suite 120 The following are registered trademarks of Unifrax:FyreWrap,Elite and insultrax. Tonawanda,NY 14150 The test data shown are average results of tests conducted under standard procedures and are subject to variation.Results should not be used Telephone:716-768-6500 for specification purposes. Internet:www..unifra..com Product Information Sheets are perovi'nlly updated by Unifrax.Before relying on any data or other information in this Product Information Sheet, Bjjall:mfocllnlfrax.com • • you shouldconfmi that it is still cumentand has not been superseded.A Product Information Sheetthathas been superseded may contain incorrect, obsolete and/or irrelevant data and other information.