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Specifications 1 1.; Nicoll Engineering, Inc. PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2086 • Fax: (503) 684 -3636 b ( . 4 e 00a-co STRUCTURAL CALCULATIONS FOR: JACKSON BUSINESS CENTER NEW ROOFTOP H.V.A.C. UNITS AND HOOD SUPPORT SYSTEM FOR SUITE 400 , 7800 SW DURHAM ROAD TIGARD, OR 97223 . D �." Fsn • 721•:PE t O' •N / 15, 2 F . TUR I EXPIRES : 6 / 30 / c) Note: Nicoli Engineering's design responsibility is limited to only those specific areas of the structure and /or project as presented herein. The attached calculations and /or construction details have been prepared for the above referenced project for the one— time —use at the noted site. JOB NO.: 080304 CLIENT : . PREPARED BY : SET CHECKED BY : . DATE : 3 -19 -08 PAGE 1 OF 18 I 1C011 IJ Project: �+GI Q �� r - , SU11'e ° Page: � Client: By SET ENGINEERING, INC. Job No.: 0$ 0 ' p 4 Date: • - fit& riVICIA VST i Kitt lz-o°* Lc QS gocs ci = 2v , p5r- --f -► I 14 6 2, 5 psr- IA5ULd+' 0 • S rs? 'T tI - x JO\ TV 2,6 �gT` 1, D p 5F D F—AO l.ot+D otis�rVA (.y 5A`f t 0 p5r- 95/ Loa2 S o t,J 1 p 2 S r- SP.) ( AP 4 , 1,6) st9AtJ ?)e-r mat4 UN 175 ASsUMe, tAl4-11 1c (colis5pkrioe) • S'-d 1 3 0Wv511 4 6 (A 1. 6*4 43 5 I W4 O DEL IhhAtet L 30 c-1 - $31'12 1 tAtNW1 FPI 2 0G 3 v ac u NV 1 WAD man OD 1)55 )(�') = P t` 5N LoAO z 25 k9s ( ,tc-th ' ) L/,` 17Mia\ l 4w s1s 9025 SW Center Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620-2086 • Fax: (503) 684 -3636 Nicoli Engineering, Inc. Title : Jacksoh Business Center Job # 080304 PO Box 23784 Dsgnr: ` Tigard, OR 97355 Project Desc.: Suite 400 Exhaust Fan Support Project Notes : 'r r te(1 1D MAn 21)C8 ` ', , O -: il3 "" rde: k 12008\4 - 080304 \4 Dave - Exhaust System Suite 400 Jackson CentetiC� • %: ft Yod`Be ;` Desi n q ; -. ,... \: .. � ' � »'�' r r ", ENERCALCItJC.= 1983 =2008 Ueri6.0:16'- N:3691 ' ' 1 417 .'_ a �i_ . E 3.Lii.10` .. :E i. : " . is ,.....; ,_ _,..,.... A l a .:i�_ .. ,.._ ' sI,,..�. ' - * .._....� a ,.... #pipgl:.+cr+i. 17ititER . X31. -. . Description • Ext'g Beam w/ Extg Loads Only Material Properties Calculations per IBC 2006, CBC 2007 2005 fdDS Analysis Method • Allowable Stress Design Fb - Compr 2,400.0 psi E: Modulus of Elasticity Load Combination 2006 IBC & ASCE 7 -05 Fb - Tension 1,850.0 psi Ebend- xx 1,800 0 ksi Fc - PrIl 1,650.0 psi Eminbend - xx 930.0 ksi Wood Species : DF /DF Fc - Perp 650.0 psi Ebend- yy 1,600.0 ksi Wood Grade : 24F - V4 Fv 265.0 psi Eminbend - yy 830.0 ksi Ft 1,100.0 psi Density 32.210 pcf Beam Bracing : Beam is Fully Braced against lateral- torsion buckling D(0 75) D(O,75) i D(0.4) S(1) • i err i r 5� ry 'cy „�,`o.;;- `3' i /r�� r, 1 a sits" k , � F �. _ �; "ate ?A ig / 5 x ; .�c 6.75x37.5 37.60 ft ', qj pl d t:oads ;, ti' .,: v` <s , applied �;: - - - -- � ? Service loads entered Load Factors will be a lied for calculations Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.40, S = 1.0 k/ft, Tributary Width = 1.0 ft Point Load : D = 0.750 k an 16.60 ft Point Load : D = 0.750 k n, 32.60 ft `DEStGNS(1M MAR =Y74° 2 >t > ✓`'" 1P :: Maximum Bending Stress Ratio = 0.891: 1 Maximum Shear Stress Ratio = 0.466 : 1 Section used for this span 6.75x37.5 Section used for this span 6.75x37.5 fb : Actual = 2,014.10psi fv : Actual = 141.96 psi FB : Allowable = 2,260.30psi Fv : Allowable = 304.75 psi Load Combination +D +S+; -I Load Combination +D +S+H Location of maximum on span = 18.674ft Location of maximum on span = 34.572ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Support Reactions ( kips ) Max Downward Live Load Deflection = 0.000 in D L+Lr S W E H Max Upward Live Load Deflection = 0.000 in Support #1 9.10 18.80 Live Load Deflection Ratio = 0 <360 Support #2 9.57 18.80 Max Downward Total Deflection = 1.277 in Max Upward Total Deflection = 0.000 in Total Deflection Ratio = 353 .,_'Mazimurn Forces:a& Stressestfot Coad Combinations.' Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mactual fb-design Fb -allow Vactual fv- design Fv -allow 4-0 Length = 37 60 ft 1 0.343 0 183 88 85 673 93 1,515 06 8 48.49 265.00 +D±L +H Length = 37.60 ft 1 0.343 0 183 88 85 673.93 1,515 06 8 18 48,49 265.00 +0+Lr4H Length = 37.60 ft 1 0.343 0.183 88 85 673 93 1,515.06 8 18 48 49 265 00 +D +S +H Nicoli Engineering, Inc. Title : Jackson Business Center Job # 080304 4 PO Box 23784 Dsgnr: . Tigard, OR 97355 Project Desc.: Suite 400 Exhaust Fan Support Project Notes : -'r nt &l 1:a t 47 8 20C3 ,,i, i, ,, e: `Fd z:12008V 080304 Metz*, Dave Exhaust System Suite 400 Jackson CenferlCalculatbnSierie l ec6 �Wood��Be - D eli ns� �� °.' <, . -� :- „ ,s:•,' ENE RCALC, C =1883 -2008; Yer. 6. 0. 5, N:369, Description : Exfg Beam w/ ExYg Loads Only Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mactual fb- design Fb -allow Vactual fv -design Fv -allow Length = 37 60 ft 1 0 891 0.466 265 53 2,014 10 1,742 32 23 95 141 96 304.75 +D+0 750L+0.750S+H Length = 37 60 ft 1 0.743 0 460 221 35 1,679 01 1,742 32 23.67 140.24 304,75 ° 6 in Deflections = 'Unfactored Loads,.- -,-p,, :i;,: 4,V Load Combination Span Max ' ' Defl Location in Span Load Combination Max "+ Defl Location in Span 0 +1.+S 1 1.2773 18926 00000 0000 , Mazimum'Datra ions for;L' -- ,:t ,'i,;,,, Load Combination Span Max Downward Defl Location in Span Max Upward Defl Location in Span D Only 1 0 4259 18 926 0 0000 0 000 S Only 1 0 8513 18.926 0.0000 0 000 D+ L+ S 1 1.2773 18 926 0 0000 0 000 Mazimuim'Reactions :,Unfactored=='_'`f _. . Load Combination Support Vertical Reaction Overall MAXimum Support 1, (D + L + 6) 27 903 Overall MAXimum Support 2, (D + L + S) 28.366 D Only Support 1 9 103 D Only Support 2 9.566 S Only Support 1 18.800 S Only Support 2 18 800 D + L + S Support 1 27.903 D + L + S Support 2 28.366 . . - Nicoli Engineering, Inc. Title : Jackson Business Center Job # 080304 /~ PO�«23784 Do nc '7 Tigard, OR 97355 Project Desc.: Suite 400 Exhaust Fan Support Project Notes: °/'.eouu+ri/000 Description : Ext'g Beam w/ New Loads • ' Material Properties Calculations per IBC emun.cac 2007.2005 moa Analysis Method : Allowable Stress Design Fb Compr 2,400 0 psi E: Modulus of Elasticity Load Combination 2006 IBC & ASCE 7 Fb Tension 1,850.0 psi Ebend- xx 1.800.0ksi Fc Pull 1,650.0 psi Eminbend xx 930.0 ksi Wood Species : DF/DF Fc Perp 650.0 psi E�md'yy 1.800.0koi Wood Grade : 24F V4 Fv 265.0 psi Eminbend yy 830.0koi Ft 1,100.0 psi Density 32210pd Beam Bracing : Beam is Fully Braced against lateral-torsion buckling �� [)(O ) o A. 37.60 ft .. s� :��/�� scm�omauurn�mu. Load pa�vmwmuaupnneuxxovmu�monu Beam self weigh calculated and adde to loads Load for Span Numbe 1 Uniform Load :D=O.4O.5=1.O kilt, Tributary Width =1.UM Point Load: D=0750k Point Load :D~O.750k(V32.O0ft Point Load: D~O.2O0OkQ1075Oft Point Load : D=O.3O40k �� *v)�x�.��,ms,^. ��.wa°~ �., Maximum Bending Stress Ratio = 0.904 1 ~ Maximum Shear Stress Ratio = 0.470 : 1 Section used for this span 6.75x37.5 Section used for this span 6.75x37.5 8b�Aoua| ~ 2O4415poi fv Actual = 143.20 psi : Actual . � °�, � � FB :/U|owallo = 2,260.30 psi Fv : Allowable = 304.75 psi Load Combination 4D+S+H Load Combination +D+S+H Location of maximum on span = 18.04ft Location of maximum on span = 34.572h Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span #1 Maximum Deflection Support Reactions ( kips ) Max Downward Live Load Deflection = 0.000 in D L+Lr S W E H Max Upwar Live = 0.000 �� Support #1 9� 40 18� 8O Live Load Deflection Raho ~ 0 <360 Support #2 878 18.80 Max Downward Total Deflection = 1.294 in Max Upward Total Deflection = 0.000 in Total Deflection Ratio = 348 . : 'Ma � POPII?ina0 Load Combination Max Stress RatIos Summary of Moment Value Summary of Shear Values Segment Length Span # M v Mactual m-design Fb-allow vumua/ *-design Fv-allow Length ~37ano 1 0 35 0 18 92 79 703 80 1,515 06 8 3 49 74 265.00 ~o�~x Length =xrm]n 1 0358 0.188 92.79 703 80 1.515.0* 8 3 49r* 265.00 ~o,-L,-H Nicoli Engineering, Inc. Title : Jackson Business Center Job # 080304 C PO Box 23784 Dsgnr: Tigard, OR 97355 Project Desc.: Suite 400 Exhaust Fan Support Project Notes : 19 MAR 2;106 0-6d ?- 6 -, ,i.olt4n r ': 4- ' ,'', - ' gAl '-',,,•'--1:1:r11-= : ':''-'- it , :i: - . -3 4 ,-, 'P!' ', K.:: -,- a r #:*PC /8U- 9 8° ? , P ,4,, ,Y etz g ei, Dave ' ,S.ulte 40 q,!1 c•! '," , "`'T1 ,, ,;-t , „; " ' ' ' ' ' -" i'-'' '' ' ' ' - '''' ' : ' 'C'* ''''e '''', 1::'Z=: , ' "; , ' 4F ';','. 'ENERC 19 4 2 ** 0315;1 ' LI SMAMV060630TOWN,WEEIMB704 at :_. : 6 :0M4NEENO7 Description : Exfg Beam w/ New Loads Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mactual fb-design Fb-allow Vactual fv-design Fv-allow Length = 37.60 ft 1 0 358 0.188 92 79 703 80 1,515.06 8 39 49 74 265 00 +D+S+H Length = 37.60 ft 1 0.904 0 470 269 49 2,044 15 1,742 32 24.17 143 20 304.75 +0+0 750L+0 750S+H Length = 37.60 ft 1 0 756 0 464 225 31 1,709 05 1,742 32 23 88 141 49 304 75 ho:+1,0,40 ', M aid i'fiLlm Deflctiori , Unft&ed Loads iv*: Load Combination Span Max. " Defl Location in Span Load Combination Max. + Location in Span D + L + S 1 1.2940 18 926 0.0000 0.000 -..= Maximum '2,;,,ppflectl'orlSifor Lb ad Combinations =l-Jnfacfore1;Lo"acis Load Combination Span Max. Downward Deft Location in Span Max. Upward Deft Location in Span D Only 1 0 4427 18 926 0.0000 0 000 S Only 1 0.8513 18 926 0.0000 0 000 D+L-+S 1 1 2940 18 926 0.0000 0 000 5f4i0)iiii iiikeaCtiiiS'-1„ Load Combination Support Vertical Reaction Overall MAXimum Support 1, (D + L + 5) 28 203 Overall MAXimum Support 2, (D + L + S) 28.576 D Only Support 1 9 403 D Only Support 2 9.776 S Only Support 1 18 800 S Only Support 2 18.800 D + L + S Support 1 28 203 D+L+S Support 2 28.576 . . ® Nic Project: (J losip r G - WE Page: 7 Client: g . Y ScT ENGINEERING, INC. Job No.: Date: . ) Sarv 76TA I )Jr l6 K of O'-0 Apo -F✓A() 1860 (�itoo Mkour pp A L °boi - Acc. out - art 'Du STS, N 130(P� -t: I LTG, 1 / d' t24. PS AT f (3) IS 313 x '/4-" C .) gyp ,, - SIM Soil 1. u S 210- 2 I 0 v �xrt3 1 L-- u/ 2 X i1, e 1,( 0 ,a, I ASSu ve 1 k, of Lw412 6CGule--S a-) /14119 / /ii - TS , ( — I `x G, c Fcik.w,Nk ?is es Tort- 115, PCst6r) . ' 1I'W5• L US2ia - Z •- wAsr�- S M i lli 1-41365K - rte f- ---- Is •1_3 x' /‘ 1� is Ii -�P5p ill (F- ) 2 11- ((o) ` 1 M�5 - 7_ . , 31 . l Fog S98 x 1. 2 S 1 1: (s 0 ,669 9025 SW Center Street - PO Box 23784 Tigard Oregon 97281 • Phone: (503) 620 -2086 • Fax: (503) 684 -3636 Nicoli Engineering, Inc. Title : Jackson Business Center Job # 080304 & PO Box 23784 Dsgnr: • Tigard, OR 97355 Project Desc.: Suite 400 Exhaust Fan Support Project Notes : '-'• ritcld 18 MAR 2308 p) ,._"" ,.._.r...,' 7: -'.* '; 1 ...':,.,"' Wig.' :: -,,,;;. : ''' : .P I? „y#!II - , , , ;;i::! , , , ,.:- , !, y , 1:: ,,, :6,4 ,, : ,-,, , ,,, N - . ; ; ' -..-- , ,--,, - -,- ENEROALC INC0 CNA Ve , . 1 laiiMa00361 ittrik Na Description : - None - Material Propottiasg ., - l' 1 •: - 7";; ,,,';',. ,.:`. - 1 ',.: ',i,' Calculations per IBC 2006. CBC 2007, 13th AISC , Analysis Method : Allowable Stress Design Fy : Steel Yield : 46.0 ksi Beam Bracing : E: Modulus : 29,000.0 ksi Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 D(.5) ,, , ,,,;-,-,",- - -- , 1q"A0*,', '- <:-..,q:V 'k,WAM , ' "MTIP ''-4:0A , - ,;, HSS3X3X1/4 HSS3X3X1/4 L I J 8.0 ft 4.0 ft V'Airief-b.dli"":, :',;:1,g.: :' '',-,:ai',-;' Service loads entered Load Factors will be applied for calculations Load(s) for Span Number 2 Point Load : D = 0.50 k a 3.0 ft itgai„ORIPM:M..4 Maximum Bending Stress Ratio = 0.263: 1 Maximum Shear Stress Ratio = 0.056 : 1 ' Section used for this span HSS3X3X1/4 Section used for this span HSS3X3X1/4 Mu : Applied 1.500 k-ft Vu : Applied 0.50 k Mn / Omega : Allowable 5.693 k-ft Vn/Omega : Allowable 8.8606 k Load Combination +D Load Combination +D Location of maximum on span 8.000ft Location of maximum on span 8.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Support Reactions ( kips ) Max Downward Live Load Deflection 0.000 in D L+Lr S W E H Max Upward Live Load Deflection 0.000 in Support #1 -0.19 Live Load Deflection Ratio 0 <360 Support #2 0.69 Max Downward Total Deflection 0.448 in Max Upward Total Deflection -0.123 in Total Deflection Ratio 214 *:Oiiiiiitift0 ' .i004P,4 Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Omega*Mnx Cb Rm Va Max Vnx Omega*Vnx Overall MAXimum Envelope Dsgn. L = 8.00 ft 1 0 263 0 056 -1 50 1.50 9.51 5.69 1 00 1 00 0 50 14 80 8 86 Dsgn. L = 4.00 ft 2 0 263 0.056 -1 50 1.50 9 51 5 69 1 00 1.00 0.50 14 80 8 86 • -4-D Dsgn L = 8.00 ft 1 0.263 0.056 - 50 1 50 9.51 5.69 1 00 1.00 0.50 14 80 8.86 Dsgn. L = 4.00 ft - 2 0 263 0 056 -1 50 1 50 9.51 5.69 1 00 1 00 0.50 14 80 8.86 +D+L-i-H Dsgn L = 8 00 ft 1 0 263 0.056 -1.50 1.50 9 51 5 69 1 00 1 00 0 50 14 80 8 86 Dsgn L = 4.00 ft 2 0.263 0.056 -1 50 1.50 9.51 5.69 1 00 1.00 0 50 14 80 8 86 +D+Lr+H Dsgn. L = 8 00 ft 1 0 263 0.056 -1 50 1 50 9 51 5 69 1 00 1 00 0 50 14 80 8 86 Dsgn. L = 4 00 ft 2 0.263 0.056 -1 50 1 50 9.51 5 69 1 00 1 00 0 50 14 80 8.86 03/7 Load Combination Span Max. "-" Defl Location in Span Load Combination Max. - -iii" Defl Location in Span 1 0 0000 0.000 D Only -0 1226 4.671 . : Nicoli Engineering, Inc. Title : Jackson Busines Center Job # 080304 P0 Box 23784 Dsgnr: { • Tigard, OR 97355 Pnojoo(Oosu.• Suite 400 Exhaust Fan Support Project Notes. , 'oe*-m MAR zm8 . iiiii)in156f|oO|ondUnfmcio ` ��B�7 Load Combination Span Max. "'Dem Location in Span Load Combination Max. `+"mm Location in Span o0 2 Ofuox *NN 0o�O 4 67 �K��iO��i]b�e�tkmx ~ _ | mAtfnmd Load Combination Span Max. Downward Defi Location in Span Max Upward Defi Location in Span o0n|' 1 0 000 0.000 0.1226 4 67 D Only 2 0.4483 4 00 0 000 0.000 ��INZimum g ! Note. Only non zero reactions are listed Load Combination Support Vertical Reactio mmmxe^xmom Support 1, (D Only) -0.188 Overall MAXimum Support 2, (D Only) 0.688 oon|y Support 1 -0.188 D Only Support 2 0,688 6:nip5 ' /4: ' �DM''''m�� Depth = 3.000 in |xx = 3.02 inA4 J = 5.080 104 Sxx = z01 inA3 Width = 3.000 in R xx = 1 110 in Wall Thick = 0.233 in Zx = 2 48 inA3 Area = 2.440 m^2 I yy = 3020 inA4 C = 3u20 m^3 Weight ~ 8.778 vn S yy = 2.010 inA3 Ryy = 1 110 in Ycg = 1.500 in . • N I i 1�A Prot: 4 u S G& - Pag• 1„ Client: By. ENGINEERING, INC. Job No.: om o .s o Date: LATERAL FORCE: REF: ASCE 7 -05, SECTION 13.3 Ref: a ='' - 42 S OS = -, From project specifications or calculated using USGS Seismic Ground Motion Calculator with assumed Site Class = D I = 4 0.0 [13.1.3] R X2100 [T13.5- 1],[113.6 -1] z =1.00ft h = j1- _:- 1 00 <ft' zlh = 1.0 for roof mounted equipment Fp= (0.4)apSpsWp(1 /Rp /Ip)(1 +2(z/h)) = 1.06 [13.3 -1] • • F p , = 1 . 6S DS l Wp = 1.13 W [13.3 -2] F PMIN = 0.3S DS I P W p = 0.21 Wp, [13.3 -3] _ • • USE F = 1.06 WP Using governing ASD,load combination 0.6D + 0.7E, where E = E - E E = F p E = 0.2S 0.6D + 0.7E = 0.6 + 0.7(F - 0.2S 0.6D + 0.7E = 0.6 + 0.7(F - 0.2( 0.706 )D) 0.6D + 0.7E = 0.6 + 0.7(F - ( 0.141)D) USE L.C. = 0.46 D + 0.7F P 9025 SW Center Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2086 • Fax: (503) 684 -3636 NNicoll Project: Page: ( I Client: sgr By. ENGINEERING, INC. Job No.: 060304— Date: cV 0 0 s - ncA) CT■YZCE- A NAL S 1 S; SuPP- (-1•w , v = (4. ¢ O) I Vro M L M -- - - - ! (6, '1/1 ((.0 Y3 b 'Z2C9 1,5 v\-\' curls L Mol = Sib (I-s) 331 M � : (1.3 — 182 T _ 3 3S - (82- QL �t�' 2 (2) 2 1, �c c,. r: S eun 7-TO Mot 226 (1 -S± 1.11) 6003 - 1 )- k-1 1 5 54 V Corr-i-At Z 5 - /Gx,.c 9025 SW Center Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2086 • Fax: (503) 684 -3636 • N icoIi Client: Project: Page: 1 2 By. ENGINEERING, INC. Job No.: bg O 304- Date: musT vN rr '17 (0.4-(0)(0‘) ° 1G 4 J - Tp : (p.1)(I,ok?)(1o(D) (;3t 1 N 1,5 Try . M S (i,i) (b 5 � �GoKNF� Z 2 �� - ■IDs z 2 8 ? /2- 2.2 (2> C -'mac • (1'54 0) t coq 44-1am _ Htti T 7 41'6 (QC 'L.2 C z 8 0 �c�rC } ) V cov -Z '3 5- /cow►‹ • 9025 SW Center Street - PO Box 23784 Tigard Oregon 97281 • Phone: (503) 620 -2086 • Fax: (503) 684 -3636 NNicoli al Project: Page: (3 Client: BY 55 -I ENGINEERING, INC. Job No.: 6e6 3 6+ Date: �u P r - ta C..u►e -3 C = 2s $ CUP$ F-cscre Tf-t�� ° /c<4 V kim, S /4- /C,Je PN- V ?1 SGrc ,u13 . Pktit. �) S - s 3 2�'3 ' — fl ( t'5 ¶ S S ciggvJ cuK-3 1b = 215 �/� z 21 cOVcic G014t30 L AoJ t,to I }. 5-7 O G 1 .w '215 21° (�5 (1) 5041'56ki 5PS 1 4 �c 2 krl FA . cd ►Je2 9025 SW Center Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2086 • Fax: (503) 684 -3636 a• WMY a ual 1../ aallaa4 "AA, a a aabv va � ✓i • I l - 1 Order # 722717 - JW Eric c I vs • Fan #2 NSAl2 ( 270 lbs 34 curb) r s`co Supply Unit with 12" Blower in Size #2 Housing Construction Features: • Housing constructed of heavy duty G90 galvanized Supply Motor: steel Model 00118OS1BAOD56 -48PP, 1 HP, 1 Phs, 115 V, • Forward curved centrifugal blower wheel • Vibration isolation 14.0 FLA, ODP (Open Drip Proof) • Adjustable drive assemblies • Adjustable motor mount Supply Motor Pulleys: • Ball bearing motors Part Type Qty Browning # Turns Out • Heavy duty, pre - lubricated bearings rated for 200,000 hours of operation Belt 1 AX44 • Static resistant belts Blower Pulley 1 AK66 x 1 • Service lid Motor Pulley 1 1VL34 x 5/8 3 • Horizontal & down discharge • Weatherproof safety disconnect switch • 2" washable intake filters Supply Performance: • High Efficiency Motors Volume: 2700 cfm RPM: 644 TS: 2023 ft/min Blower: Max. Recommended RPM: 1500 12" forward curved, centrifugal blower. Permanently SP: 0.512" w.g. lubricated ball bearings. Galvanized finish. 1500 -5000 (0.375" Ext. + 0.1372" Int.) CFM. 1" x 22" Shaft. 2140 max. RPM. Used in heated and non - heated supply fans. BHP: 0.577 Altitude: 0' Amb. Temp: 70 °F Intake: Sloped Foam Filtered Intake for Size #2 Standard Untempered Make -Up Air Unit with 12" blower wheel. 22" Wide x 29.25" Long x 31.5" High. Includes 2" Foam EZ Kleen Metal Mesh Filters. Filters: 2x EZ Kleen Non -Woven Polyester Metal Mesh Filter. 20 "x 25 "x 2" Used for heater and supply fan intakes. 23 layers of expanded aluminum and one layer of non- woven polyester. (3426) ■ 1• V.A. J. .111 V 4 4_ Vl ✓ • _ a lab.. y is EXTERNAL SERVICE DISCONNEC�� ,.. ' 3E 40 GALVANIZED •STEEL I 1.7 - ,11 , 35 44 FILTER 4)-11 i , ,iii.,..„, .„...„-.1,.,...._,,, Ili . •� 7 INTAKE HOOD AWNING .ELECTRICAL ;DROP , �' °31: f 26.75 14 -CURB - �' 32,: Yf '.3 in FLASHING ro'" i5 , 75; - 13:5625 7, 30:de 9 , :1:, 7 ‘ ',, J d 30 ' " 30 PIT.CHED:CURBS.ARE EXAMPLE: 7 /12;PI'7CW=- L30.de6 LOPE ROOF .= OPE BLOW OUTLETSZE . • a • ..../ALA a .11 vuvaau“.../. a u a va ! CI? • amco f :carat[° ROAi' ire ,(• � artactJoun° � AIA Order # 722717 JW Eric i s Fan #1 BDU20 c titt� ' ( 169 lbs. /37 curb) Belt Drive Centrifugal Upblast Exhaust Fan with 20.75" Construction Features: wheel • Housing constructed of heavy gauge aluminum • Centrifugal backward inclined, non - overloading Exhaust Motor: wheel built out of 3003 -H14 aluminum Model 00158OS1BAOF56 -4OPP, 1.5 HP, 1 Phs, 115 V, • Weatherproof safety disconnect switch • Grease spout welded to housing 20.4 FLA, ODP (Open Drip Proof) • Vibration isolators • Adjustable pitch drive assemblies Exhaust Motor Pulleys: • Adjustable motor mount Part Type Qty Browning # Turns Out • Ball bearing motors • Forces fresh air through motor to ensure long Belt 1 AX27 motor life Blower Pulley 1 AK64X3/4 o Corrosion resistent fastners • Thermal overload protection Motor Pulley 1 1VL40 x 5/8 1.5 • High heat operation (300 °F) • Rated for restaurant and general ventilation Exhaust Performance: applications Volume: 3375 cfm RPM: 919 TS: 4992 ft/min • Grease classification tested SP: -1" w.g. 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