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STRUCTURAL CALCULATIONS FOR DOW AGRO SCIENCES 16290 SW UPPER BOONES FERRY RD . TIGARD, OR 97224 -- ROOF MECHANICAL UNITS -- • 3tt PROFF 12,187 I 1 � O' EGON joi E .< F . NOR I EXPIRES: 121 31 I • Contents Plans P l - P5 Gravity Calculations GI - G19 Lateral Calculations L I Contact Person: John E Nordling, PE Enclosures E I - E9 • • I ' ; NOROLING Pro,. No.: 10 -287 „ DOW AGRO STRUCTURAL ROOF MECHANICAL UNITS . ENGINEERS LLC DURUS CONSTRUCTION LLC 6775 SW 111th. Suite 200 Beaverton 01< 97008 Date: NOV 2010 By: JEN Sheet No • COVER" (t s • CD B A 0 o 1 0 - - IL____ - I I - li -- (E)GL (E)GL I 1 (E) GL 6 1 I I (E)GL /ax25' /: I— I I 1 I I I ' I I I I 1_ II I- I I FIVE ROOF SUPPORTED MECHANICAL UNITS (RTU, ERU, Q CURB) -71; I I I I I I ARE TO BE SUPPORTED ON THE EXISTING ROOF. THE UNITS Meg w I REQUIRE STRUCTURAL FRAMING UPGRADES FOR THE NEW CURB SUPPORTS ' REINFORCEMENT OF THE (E) 4x16 PURLINS AND NEW _ I I I I_- I I -_ I COLUMN FOUNDATION SUPPORT AT THE (E) GL 6 GIRDERS II UPGRADES NOTED IN DETAILS A - H. (E) GL 6 1 /111 (E) GL 63/i ®� - (E) GL 6 � 6 r )GL I I I I I I i I REPORT ANY CONFLICTS / DISCREPANCIES TO ENGINEER. ,_ - - ! I I I I C I I I ' I I, i I I I it I 1 I - - _ _I _ _- I -_ ',I 1 EXISTING COLUMN - - - - w. - 101 I I I_ I I I- , © NEW COLUMN / FOUNDATION. SEE DETAIL (F). • I I I - I I I - - - -- '1 © REINFORCE (E) 4x16 W/ 1 LVL EACH SIDE. SEE DETAIL (H). ! °_) GL 634x25'/7 1RTU -8 Cr.) GL 6 (E) GL 6 x21 (E) GL 6 I' 25 I !I I I I �I,[� - L H I I ri REINFORCE (E) 4x18 W/ 2x12 EACH SIDE. SEE DETAIL (H). II I I - -- - - I I -- _ 1 I I I - I I _ I 1 1 - -- I 1 4x8 CENTERED UNDER UNIT CURB. SEE DETAIL (G)- II I I Q ° 4x8 CENTEREDUNDER UNIT CURB W/ SIMPSON 'U48' EACH END, �_ i I I _ W 1 I� I I I I SE DETAIL (c. ) SIM. I I I'' I I I I I I _ __ I It I I I I - -- I 1' I -- - -' PROVIDE (2) 2x4 (SIMPSON 'U24 -2') AT DUCT EDGES. _ I I I r =_) c -L 6 I ®u � � (E GL 6 �:_') GL 6 I' _ — 8 CUT / RESUPPORT (E) 2x4 FRAMING W/ SIMPSON 'U24', TYPICAL. 8 r 1 I I I - I II I! I -1 - I I I I 1 ' I l, 1 I l 1 I I1 I I I I ul, I 1 I I .I ' II I I II I 1 0 I- l I I I i - 1 ;1 j I I I I I =;1 liiil ! GL 6 I (E) GL 6 (E) GL 6 - - - -I- I I ----- - - - - -- — 0 .ED PRO CI 1 1 tr in 11 � � : ® ' ' ' 4...%t 12,187 �' I p l I I I I I- 1 � - I O f :� ; I I = II' I I I I I I I i I� i I I I 1 �; OREGON / w I 1 __ 1 I i I I I I I I I o l II I I I I I I � I I R I it F NO G2D _� (E) GL 634x30 I (E) GL 6 (E) GL 6 - -- — 1!' I I II I I 11 I I I I I I 11 -I IF I EXPIRES 12 / 31 / 12 _ . - NORDLING Proj. No . 10 -287 OVERALL PLAN ''t - DOW AGRO SCIENCES STRUCTURAL ROOF MECFIANICAL UNITS ' ENGINEERS LLC DURUS CONSTRUCTION LLC . -- ---- - - - - -J (177,5 SN I I IEh Suns 200 ilc.1%cr:un OR 9700S Date: NOV 2010 By: JEN Sheet No P . 0 0 1 ' (E) GL 6 x2I _ I I _ a I (E) GL 6 I I I I SI I I © Yf I N 0 x x W1 m W1 WI WI I- I I I I I • - 1 6 ! pi II I RTU I (E) G 01 64x21 6 (E) GL 6'4x21 _ O •• - O© I ALIGN UNIT EDGE DIRECTLY LLJJ OVER (E) GL BEAM 1 12' -0' , RTU - I5: boas lbs — c�t�E PROFFs ERU: 1,155 lbs �j N � Ne / CURB: 548 lbs tv 12,187 7 I 1' ' ,- vi p OREGON 0 `� ' e' 7 5 . � 9 4 ENLARGED FLAN ( TU -1S) Q f. NO I EXPIRES 12 / 31 / VI/ I - - — - - . NORDLING Pro). No.: 10 -287 DOW AGRO SCIENCES ., STRUCTURAL ROOF MECHANICAL UNITS ENGINEERS, LLC DURUS CONSTRUCTION LLC 6775 SW I I Ith. Suite 200 Beaverton Olt, 97008 Date: NOV 2010 By JEN Sheet No.: D2 �. I 1 1 D 0 I 0 1 r___,_________I I lE)GL 64x211 I (E) GL 6 I _ - I I I I I , 1 0 YP I o f ©i ry ,, ©i i C I I ~ I I , � � I I 1 W I I 1 1 I I I I 1 O I 1 1 ill 5 I -- —E 1 I um mu ' I 6 6 (E) GL I 6��.x21 4 RTU I © I (E) GL 6'25'1 ' - I 109 I I Cf ALIGN UNIT EDGE DIRECTLY OVER 14, -6' I (E) GL BEAM RTU- 14: 1,042 Ibs — �Ep PR" ERU: 1,621 Ib$ c � C � �� NG' NFEq cy CURB: 598 lbs V a. I / 4, 12 / 9 OREGON i ENLARGED PLAN ( RTU -14) °ti ' S NO RO, � �`' C EXPIRES 12 / 31 / ti — NORDLING Proi. No.: 10-287 DOW AGRO SCIENCES t 7:7 , STRUCTURAL ROOF MECHANICAL UNITS ENGINEERS, LLC DURUS CONSTRUCTION LLC I 8775 SW 111th. Suite 200 Heave' un OR 9700( Date: NOV 2010 By JEN Sheet No.. D3 I • 0 0 I 16' -0' I 1 I I OlI i 0 (E) GI— 6 x2S'% I } I (E)GL6 _ ! RTU -a / I 1 — .4 - ALIGN UNIT EDGE Vti DIRECTLY OVER 1 C f I I (E) GL BEAM 8 I I ® 1 I D I E �1 U © 1 1 0 l I I I z ll_ 1 Q 1 1 I TYP W I 1 I I O 1 I _1_ , I ERU' I 6 I �,r$ a IRTU -9 . 'I� ` I I 8 l E J GL 6' lE) GL 6 x16'12 _ 0 I I ©O ALIGN UNIT EDGE l_____, I DIRECTLY OVER (E) GL BEAM IS' -0' 4 RTU -8: 638 lbs — RTU -9: 1042 lbs — op PRace ERU: 1,155 lbs ERU: 1,62'1 lbs \ N G FR j0 CURB: 548 lbs CURB: 598 lbs L , V 12 .187 NE y I / . - OREGON el ENLARGED i'L4N (RTU -S, RTU -9) ✓ �ti� G � SN D d i ° I EXPIRES 12 / 31 / I - NORDLING Pro,. No. 10 -287 DOW STRUCTURAL ROOF MECHANICAL L UNITS ,_ _ r `= ! ENGINEERS, LLC DURUS CONSTRUCTION LLC 6775 SW 1 11th. Suite 200 Beaverton OR 97008 Date: NOV 2010 By. JEN Sheet No D4 y . 0 D v-0. -0• , ti I I I © I . I I O 1 1 0 (E) GL 6 x28 I _ I lE) GL 6'4x15 ALIGN UNIT DGE - I E� I � I DIRECTLY OVER -- -1 " �� _ I (E) GL BEAM I ! ° I I 1. 1 1 0 ® 1 t. j ; j 1 U l p p l 1...--F471 ; � ° �I - a I I I O v .- TYP Q. -, I I 1 , ' 1 , 'I I I (E) GL 6 I 1 I (E) GL 6'4xI5 _ _ I _ _ _ i' , 10 - I I I I 11 RTU - ll : 1042 lbs — \ lbs ERU: l, tt.�0 P "FF 1,621 1,621 c� N� i N E / CURB: 598 lbs 2,187 I OREGON f) ✓ '14'4 1' t S • . "c'' \ 4 ENLARGED FLAN (RTU -11) o A , E NOR Ilt° • ( EXPIRES' 12 / 31 / { I - -- - - - -- — NORDLING Proj. No.. 10 -287 DOW AGRO SCIENCES 5 �; s STRUCTURAL ROOF MECHANICAL UNITS 1 * Aft - ' ENGINEERS LLC DURUS CONSTRUCTION LLC 6775 SW 111th. Suite 200 Beaverton OR. 97008 Date: NOV 2010 By: JEN Sheet No.: D5 ' ,- (E) GL 6 — — — — — — — - — —— I . i (E) GL X0 1 ? . 3 ' ,3 .1 7 ' 1 • fE 1/4 x 6 x 0 . - 9' W/ - (2) 1/2'4 x 4' LAG SCREWS . . Q 3 /16 ' EE 1 /2 x 8 X 0'-9' 4' II 4' 3 j16 • 1-155 4x4 NSS4x4x0.25 INSTALL COLUMN WITH SNUG / I TIGHT PRESSURE TO (E) BEAM r Ij' 3? 3? I. (100 lbst UPWARD PRESSURE). �_, _ ' I.-E 1/2 x 4 x 0' -10' n i _ N (2) 5/6'0 EXP. ANCHORS (3 EMBED) SAW CUT-1 , 3 /16 AI , —NON- SHRINK GROUT i i 1- F - - I 3- (0' x 3- x 12' FTG • , j W/ (4) 0 4 EACH WAY ' (P, } i, t .% „Io� (1)o P u'H v i ,4G E / .ei .r l)Or?. )(J OO�igU.J�C),. J, ;c):� F IRM BASE i V i2,�s 9 VERIFY / , f ' � 2 ' / EQ EQ. A 2' . OREGON t 0 DETAIL- ! -0 '' E T,4 I L ✓ y ' S 198 tiN F. NOR \ I EXPIRES: 12 / 31 / Ilor I - - - - - - - -. - . NORDLING Pro,. No.: 10 -287 OW AGRO 1 1 STRUCTURAL ROOF M MECHANICAL NITS 4 i ENGINEERS, LLC DURUS CONSTRUCTION LLC . 6775 SW 111th. Suitt 200 • Beaverton OH. 97008 Date: NOV 2010 By: JEN Sheet No.: D6 � CURB 4 TAPERED 4x ct (E) GL 6 RTU /ERU ' CURB ■-iT T „� "10 SCREWS 612' o /c, 2' MIN i PENETRATION INTO 4x BEAM, ■ TAPERED 4x GL GIRDERS BELOW. F '/ \ ,- FLASHING AS REO'D — L- - - -. - -- - - -- - - - -- _ -- -. —: — — -- -' _ _ =_� = �- = _� 2x4 x P-0'—} P-0'—} a � FILLER W/ () 10d S IMPSON 'LUS48' © 4x8 -� — — — — — — — — — — — — — — — — �-- — CURB - © ct TAPERED 4x (E) GL 63/4 4 4x8 • 05) PROF 1 12,187 (......) W. OREGON V C - G -- DETAIL , ,5. ,,c, tiN F. NOV } I EXPIRES: 12 / 31 /11 ir I -- - - -- -- NORDLING Prod. No. 10 -287 DOW AGRO SCIENCES STRUCTURAL ROOF MECHANICAL UNITS ` ,.. 1 ENGINEERS LLC DURUS CONSTRUCTION LLC 6775 SW 111th, Suite 200 13eave:ton Olt. 97008 Date: NOV 2010 By. JEN Sheet No.. D7 (E) 4xlro (E) 2x4 SIMPSON 'L90' EACH SIDE. (5) 10d TO GL BEAM (5) I0d TO BEAM "� 1 Jt FULL LENGTH REINFORCING �;'1 ' EACH SIDE, SEE PLANS. A I TWO ROWS I0d 6 32 ' o/c STAGGERED (l(o' NET SPACING) SIMPSON 'L W/ (8) I0d NAILS GL BEAM BEYOND d ... \ �,����CD PROfFs�� _,, C5 12,18 OREGO ✓ ✓`tY t s. `9 ‘4° 1�ET,41 L ti " F NOg . IC • EXPIRES. 12 / 31 / li t, 1 1 — NORDLING Pro,. No.: 10 -287 DOW AGRO SCIENCES STRUCTURAL ROOF MECHANICAL UNITS 4 ► . ENGINEERS LLC DURUS CONSTRUCTION LLC 6775 SW 111th. Suite 200 • Beaverton OR. 97008 Date: NOV 2010 By: JEN Sheet No.: D8 , (E) GL 0645!y,_ -- (E) GL 6'6x11 - (E) GL 6'6x11 (E) GL b'- .x15', . , li . I. t . d I w ® • ' IR TU•141 (E1 GL 6'�. x15 _ _ I _ _ I1.1YE)G L 6'6x1 , �I_ • f� (E)GL b'�. x75 • - - ,- (E)GL 6'6x11 0 , . 0 , 4IE w (E)GL 6'6x15 , __ (E) GL 6 1x11 (E) GL 61/4.4I (E) GL 6'4x75'', 0 • , • 1, 'l f t I 1 ' IRTU -91 _ II _ - - _- _ (E) GL 6'4.33 I 1! i9,17, I� �(E)GL 6'bz _ - I ■ - (E)GL 6'6x33 11 , - 1_._ , I 1 I , I • I I 1 I I W ,r I I I I -I , ICE) GL 6'6x33 I (E) GL 6' /.x15 (E) GL 06x15 r I IIKI.U.:g .. Ti,o, 1 • , II t, I 1 I I t I _ _ (E) GL 6'6x30 ■ (E1 GL 6%1,30 I I I (E1 GL 6 .x_15' 1 NORDLING Pro;. Nu . 10 -287 OW AGRO STRUCTURAL ROOF MECHANI A ITS _ _ _ _ - .i ENGINEERS LLC DURUS CONSTRUCTION LLC 6775 SW I 1 1 th. Suite 200 • Beaverton OR. 97008 Date: NOV 2010 By JEN Sheet No. PI • 'Q EXISTING COLUMN © NEW COLUMN / FOUNDATION I SEE DETAIL (F). . 0 I 1 0 (E) GL 6 _ I I E. `(E GL 6 4x21 I I 10 I - -I-- 0 I 0 _II �I , 11 11 v. w WI WI I 1 I I I I 0 I R E - R I 1 pi I (E) GL 6 6 (E) GL 6 x2I _w 12'-0' RTU - I5: 688 lbs ERU: 1,155 lbs CURB: 548 lbs I ENLARGED PLAN (RrU -15) • -- ----- - ._ NORDLING Proi. No.: 10 -287 DOW AGRO SCIENCES STRUCTURAL ROOF MECHANICAL UNITS � ENGINEERS, LLC DURUS CONSTRUCTION LLC 6775 SW I I uh. Suite 200 Beaverton 06. 97008 Date: NOV 2010 By: JEN Sheet No.: Fr" 1 II EXISTING COLUMN 1 © NEW COLUMN / FOUNDATION SEE DETAIL (F). 1 I D 0 0 I (E) GL 6 I II (- GL 6 4x25' I • J I 1 1 1 , 1 1 © 1 1 O 1© 1 O 1 1 , 11 ;1 lI xI lI o: a' v' v' v wl wl WI wl '''.1 1 1 I I I I 1 I 410 I 1 I I I RTU ERU I 1 1 6 lE GL 6'.x25'% - 1 (E) GL 6 I .—......0.— I 1 Y . 1 1 I J 1 I Ell I 1i 2 1 ! . RTU-14: 1,042 lbs — E RU: 1,627 lbs CURB: 598 lbs 1 I ENLARGED FLAN (RTU -14) - -- - - - -- ' NORDLING Prot No 10 -287 OW AGRO SCIENCES STRUCTURAL ROOF MECHANICAL UNITS W _ ; ENGINEERS, LLC DURUS CONSTRUCTION LLC 6775 SW 111th, Suite 200 • litacciton OR, b7001i Date. NOV 2010 By: JEN Sheet No ' ?3 II EXISTING COLUMN © NEW COLUMN / FOUNDATION SEE DETAIL (F). 0 0 16 -0' I I I v 1 I 0 (E) GL 6 ?5'�7 I I I © ( GL 6 (/., RTU -8 I I ERU I 1 I i i I O I i I I 1© • 1 0 0 z v • v. v • v• z I WI . WI W1 WI I I I I I 1 I I O I 1 I 1 RTU•9 I I ERU I Q I (E) GL 634 2 I I x33 I I / I 1 (E) GL 6 x161/2 Q I I I I _- i y 18'-0' 1 1 RTU -8: 638 lbs — RTU -9: 1042 lbs — ERU: 1,155 lbs ERU: 1,621 lbs CURB: 548 lbs CURB: 598 lbs I I ENLARGED PLAN (RTU -S, RTU -9) -- --; NORDLING Pro). No.: 10 -287 I DOW AGRO STRUCTURAL ROOF MECHANICAL SCIENCES UNITS 8 k...) i E . NGINEERS 9 LLC DURUS CONSTRUCTION LLC 6775 SW 111th, Suite 200 13eaverton OR, 97008 Date' NOV 2010 By: JEN Sheet No.' ?CI' . , 'Q EXISTING COLUMN © NEW COLUMN / FOUNDATION SEE DETAIL (F). 0 D 16' -0' a--- I''' - CO I (E)GL 61x28' 1 r ICti I I a I �_ __ p I ERU - (E) I L 6 1 I RTU i 0 I ' il i. - - L � L O - -- JO - - .© ,, WI WI Wi WI II I. 10 (E) GL ( I I (E) GL 6 • I I' • I I I I ILL RTU -I1: 1042 lbs — ERU: 1,621 lbs CURB: 598 lbs I ENLARGED PLAN (RTU -11) NORDLING Proj. No.. 10 -287 STRUCTURAL ROOF MECHANICAL UNITS ' "- . ENGINEERS, LLC DURUS CONSTRUCTION LLC 6775 SW 111th. Suite 200 Beaverton oR. 97008 Date. NOV 2010 By: JEN Sheet No.. 75 . ` ' 4.13 ..' 4-f. k b P,,P.G itS' COO /Uoi r Q 4-e-1(2 `'i v t4 (' l -b- 15 So ve, 1.3 e DL' U. 1/45 7...1%).15 P /So } 6 Ut itio k 4 $ Fs (t\`J✓�/ C CtIZ' Its .s -rS° i . 1,9 _ v.) Him 111■11 w will HiI I w liiiii . mill • .1 t 4 fir 1>'l Aohcio -ry 21.•\x. v., 0.7,.3 ci.4.4 spot. Gm.d) .005— .rw..) Ls : 4'F Pc 154(.15 c ? E t" 157. Cif1 Ufa 1/41 0..%- 20c+01) _ X5`5 I - - x,57. -a (1.)1.:+41- 0,•- 'is�n� • ss 4 ,c-1 c. 1 a- ,scar) 55 B RA Qf- - tsoGus ` i ' la Ir nAy -ii --- ,,,,..._%....L.%?) ' 5° _ I s,...‘ci Y` Ld„citn = (so 1 t -+ ' (S4LS) ' . ww'-74)` 5-0 ( tL `-1 ls..` 21 01/4?' 'Truth- 1-° (AL- ''( 2rkZ EA: StoZ fie. 1,� `I 1 /A.vZ —E, Siv - -. -. - - -- - - -. NORDLING Proi. No. 10 -287 DOW AGRO SCIENCES ' I l 0: ` 4 STRUCTURAL ROOF MECHANICAL UNITS • : ' ` ENGINEERS, LLC DURUS CONSTRUCTION LLC 6775 SW I l Ith. Suite 200 BCe,etton OR. 97006 Date: NOV 2010 By• JEN Sheet No.' G, , • - ., . • . 1 St GL BEAM LINE - GRID 11 6 . ,.. 1 I ,P5F P5F 1 1:DL LL TW , . ' I i i l . 1 111). 1 im 11 ___. I I I I I 71. . i I - - T - - I x2 - - — - - T - 1 - - : - I ! . . , 1 P P 1,500 i 2,000 1 : , 1111 1 11111111111111111111111111111111111111111111111111111111111111111.1 1 A - , 11' -2 ' ,., ■ . • 23' -0' 6'-ip' , 8-0' . • - 24' - 4 ' 3,040 5,950 0 . 5,953 3.296 - ... Li; 6,510 15,770 0 12,334 6.883 . 31; 9,550 21,720 0. 18,287 10.178 ie'41 9.550 1 8,8521 9401 1 11,952 I • . ;,113S' 12,8681 -9401 1 6,335 1 10,178, • 4ortient; 50,1391 -7,8591 4861 56,955 I . ' ff.:11 0.0 10 501 -29,657.31 325 0 1o2 -21,581 r; IA 1 01 ' 0.00 0.:149 . 0.00 0.088 0.09 . 0.088 0.00 -0.111 0.00 :-0.331 ' 0.00 ' 0.186 0.19 0.186 0.00 -0.23F 0 00 in 0.00 -0.480 0.00 0.274 0.27 0.274 0 001 -0.351 0 001 Fb 2400 psi. 1.15 1 2760 psi 7 : 1,21 190 8 934 psi - 0 . 717 0 354 I 0 • . Fv 1459si 1.15 167 Fs i ! • 101 94 8 104 ' I 0 psi 136 1 101 ' 55 1 89 . (E) GL 6 BEAMS -ok-' , . , . NORDLING - . .- Proj -No : 10-287 ' DOW AGRO SCIENCES • ' . '. 1 4, . ,,,,., . -- 4 ; STRUCTURAL .. ROOF MECHANICAL UNITS .- ''.. -,\ ..., `.. a - ' . . ENGINEERS LLC DURUS CONSTRUCTION LLC 1 - : •. ' 12.-, ___,. _I . , . •,, • • . . . 6775 SW1 I 1th. Suite 200 Beaverton 011. 97008 Date: NOV 2010 By JEN Sheet No : G . , , . ( . t F■ .1%) Rte- t * R-+'v• (1 (LIU ■A ' .1 I P l�' /v) k L5�tizi_ ?'- .°°�'(, -C �' �$'°) 7 u � 1 " L ? r ' ` � " 13) l '9 `� 4-k1.4\ a � ir 0 ) = k = 1.."1 5 3 4- c- Z5 3 Z • T -ice P :36a 4 1 -. 4 . VJ will IiIIII 44 will !Hid • WHlIII timi . l b i r • i J t / • l I,1,k ?-‘ ` '1 L ■.. f-, Mt cL _ ey .b o.1 7,,.,,.‘ 4'11 r 9 . p \A• G (b "i + - (i 1 7- ) ( 157. `i -if+ t� - z. 3 ,)o (), s s- P L 3 zs \ P z C <o�,�t d) a 1pZ P , �w L'-1( 1 lw,,. S' • W- IS 4� 4 ' So 0k . (z) l.Jh. r. 3ZS I,x EA. Z6- � , .5"-› (P 7 (DS• ww S ' 0 - 'IS. D` L W •7% ' Y `°' 3 "' l //601 e. S c �: ..../ OZ v.1 1_ z) ∎? Z 1A- Zi. • Proj. No.: 10-287 j NORDLING DOW AGRO STRUCTURAL ROOF MECHANICAL UNITS ' ' ' • - - 1 ENGINEERS, LLC DURUS CONSTRUCTION LLC y 6775 SW- 111th. Suite 200 Beaverton OR. 97008 Date: NOV 2010 By: JEN Sheet No.. 67 . ilcrA b "( u cc ©4v-11. "i vl..41 © 4y-t(... n` uL c'C a P s L ) } 5 - 4,29 9. \ 1154 ) k S VitAvg) o ' Z? ° ?% 4. L" 5r tr.) (`Ie.) 4-c591. ack.tic0 = ..,5' 4.- . (2 - `t_),. 59$ /voiAii- 15O s ( (1 fti)k a7C= l,o 9 � ti f �I L) VSk.,,;)(tc t,-)7- L P % LOCO A - 156 0, .. Zro e —, (9-7::, P s 4 P a Q"JO 4 Ji 4 I W Iillll 111111 C>JlIIIII 11 1111 %..1J (11111 Ii1111 A '5 c b1 - �` 3:9 b bs :9 tb-9 � . dr 3' -� ", v.-1-s" 4 , 3 1_,= 1; , . • t �,+4-. 4511. ilk.. wl. s.l.. 2 -..0L (e: . ( 314 1 . e11 l.■}\.. e X10.5 ctr 1o37. 2w,. ;/ 4-e- ZSY Z4.-ZS/ 4 - -C.$1. twa,.3Z1. p ,,Cc; -5 4 , f , , 6-0 Lana 26S 1)„(,67)` S1- c,r• l ,,(,b...,)sco / P.-.:.Q on ` 3 `V ° wv- 7 t 5, r►,,,., l 35 W u% t y o . C./..""f`' Vg - 5s 1 /cr Lu" Z f ?0- R'` -y 8� I 2�� z '(rte pi-,- 3 v- 0- - D• wk• • G v....- Zf ' ' ,,, t- KC/ .41-(e '(cz..fc)A.c.t (7 * 1 :.,1.- (t) 4- '� �3l r-t1Y4 u.+v ‘-r ` /l * ( lick w• %,. -ak.l .- L 4L. ` G, Sc0.3 — NORDLING Prod. No . 10 -287 ,' , I DOW AGRO SCIENCES r' " `t I , STRUCTURAL ROOF MECHANICAL UNITS . , :f -; . I ENGINEERS LLC DURUS CONSTRUCTION LLC 5775 SW 111th, Suite 200 licavcrton Olt. 97008 Date' NOV 2010 By JEN Sheet No.'- 4' Nordling Engineers LLC 0775 SW 111th, Suite 200 Beaverton, OR 97008 • Date: 12110110 Page: MULTI - SPAN TIMBER BEAM DESIGN DOW AGRO ROOF UNITS 440 c ts - L•ITL) - GENERAL DATA - 1 - All Spans Simple Support ?? : YES Spans Length ft : 7.50 End Fixity: : Pin:Pin - Beam Width in : 3.500 • Beam Depth in : 7.25 CALCULATED VALUES -OK 1" t �.fl F'b- Modified Allow" psi : 1345.5 z a 1 I fb • Actual. psi : 1018.2 '>�� \ t t`('y �`^'``L�-' F'v- Modified Allow. psi : 207.0 fv factual) ' 1.5 psi : 52 "3 Moment @ Left k -in : 0.0 Moment @ Right k -in : 0.0 Max. Mom. @ Mid -Span k -in : 31.2 X -Dist ft : 3.75 Shears: Left k : 0.97• Right k : -0.97 - - -- - '1 Reaction @ Left DL k : 0.19 LL k : 0.79 M Total k • • 0.97 .2 9 �, Reaction @ Right DL k : 0.19 LL k : 0.79 (0. Total Total k 0.97 Max. Defl. @ Mid Span in : "0.130 X -Dist ft : 3.75 • DESIGN DATA �), Le: Unsupported Length ft : 0.00 __ 11 Fb:Basic Allowable psi : 1170.0 Fv:Basic Allowable psi : 180.0 • Elastic Modulus ksi : 1600 ' Load Duration Factor : 1.15 - APPLIED LOADS Use Live Load on This Span ? Yes • Uniform DL plf : 50.0 LL plf : 100.0 Point DL N : LL # : 825.00 • ' X Dist. ft : 3.75 QUERY VALUES Location ft : 0.00 Shear a : 0.97 Moment k -in : 0.00 Deflection in : 0.000 • 65 V4.4B2 (c) 1,983 -95 ENERCALC • - Bruce W. Kenny, KW060914SL -A ® GL BEAM LINE - GRID "6 P5F, P5F DL LL TW 12 25 24' -1" • I.' I I I I I I I I • _ -- ( E)GLI64x25�7 I - - -- � - - -- - - - i T -- -- I '- -- -- I (E) GL 6%x211 I I 17000 W 11,500 I IIII „ i111i ill111111 I11I! 11111 1111 II111'I1 1I111i I1 t 14' -8" / 5' -2" r 24' -4" 8' -0" r IT / 12' -0" RDL 2,561 8,923 0 5,910 845 LL 5,312 18,682 0 14,565 1,938 - n. 7,873 27,605 0 20,474 2,783 Shear 7,873 13,3481 6,072 9,131 lbs 14,257 -6,072 11,344 1 2,783 Moment 34,076 - 31,563 20,269 4,258 ft -Ibs 0.0 8.66' - 77,677.7 4.00' 0 6 67' - 37,253 8 94' 0 A DL 0.00 -0.047 0.00 -0.071 -0.07 -0.076 0.00 0.01 0.00 A LL 0.00 -0.095 0.00 -0.153 -0.15 -0.165 0.00 0.01 0.00 in 0.00 -0.142 0.00 -0.224 -0.22 -0.241 0.00 0.02 0.00 Fb 2400 psi 1.15 2760 psi fb 559 518 490 1031 psi 0 _ 1,274 0_ 901 I 0 Fv 145 psi 1.15 167 psi fv 69 1161 64 97 l 0 psi 124 53 120 I 29 (E) GL 6 BEAMS -ok- -- -- -- - NORDLING Prom No.: 10 -287 DOW AGRO SCIENCES STRUCTURAL ROOF MECHANICAL UNITS �4 ! ENGINEERS, LLC DURUS CONSTRUCTION LLC 6775 Sw 111th. Suit: 200 Beaverton OR 97008 Date. NOV 2010 By. JEN Sheet No.. G!a . • ® 'GL BEAM LINE - GRID Yo PSF PSF DL LL TW 12 25 24' -l" I I I I I I I I I _ I II 1 ! ! (E) GL 6 I ! I (E) GL 6 + 1 2,000. 1: i11;'I!,'11 '111H il'tl11111,l' 1111111pI111;1111I11 , ,' ,I , I t 1 T • t 25' -2" , 3' -2 "' r 29' -6" ro " - I' -6" 1, 24' -4" I R oL 4,351 0 3,644 7,350 2,894 LL 9,284 0 10,040 16,166 6,006 Ti. 13,635 0 13,684 23,517 8,900 Shear 13,6351 - 14,694 -1,465 13,2311 lbs I 14,694 15,149 10,2861 8,900 Moment 102,209 -3,702 - 20,516 43,544 ft-lbs 0.01 14.9 0.0 0 25' -7,461 3 75' - 52,694 14 54. 0 A DL 0.00 -0.537 0.00 -0.001 0.00 0.006 0.001 -0.08 0.00 A LL 0.00 -1.181 0.00 -0.002 0.00 0.011 0.001 -0.15 0.00 in 0.00 -1.718 0.00 -0.003 0.00 0.017 0.001 -0.23 0.00 Fb 2400 psi 1.15 2760 psi fb 2,472 61 337 I 714 psi 0 0 122 8641 0 Fv 145 psi 1.15 167 psi fv 144 128 13 1151 0 psi 155 _ 132 901 78 (E) GL 6 BEAMS - ok- -- — NORDLING Proi. No. 10 -287 DOW AGRO SCIENCES STRUCTURAL ROOF MECHANICAL UNITS 4 ' ENGINEERS LLC DURUS CONSTRUCTION LLC 6775 SW t t tth. Suite 200 Beaverton OR 97008 Date: NOV 2010 By: JEN Sheet No.: GI 7 Q .GL BEAM LINE - GRID '1 PSF P5F DL LL TW 12 25 24' -1" J , ; I _ (E) GL 634x25''t I I I lE) �-- [J"JT 1 +1P +P 1,250 1 2,00 ' II' 1 111!111'III!1111.1111 1 111111111111 ' " t r G f r 6'-8° 8 24' -4" 8' -0" / 10' -0" / 19' -6" 4. RDL 3,014 7,095 0 5,719 2,412 • LL 5,902 16,511 0 14,102 4,737 m 8,916 23,606 0 19,822 7,149 Shear 8,916 10,3891 1,862 10,588 lbs 13,2171 -1,862 9,234 7,149 Moment 43,697 1 - 18,057 1,906 28,095 ft-lbs 0.0 9 80' - 52,335.01 4.00 0 2 0.1' - 33,527 1L64' 0 A DL 0.00 -0.086 0.00 0.027 0.031 0.027 0.00 -0.06 0.00 A LL 0.00 -0.146 0.00 -0.024 -0.02 -0.024 0.00 -0.11 0.00 in 0.00 -0.231 0.00 0.018 0.00 0.014 0.00 -0.17 0.00 Fb 2400 psi 1.15 2760 psi fb 717 296_ 46 680 psi 0 859 0 811 0 Fv 145 psi 1.15 167 psi fv 78 911 20 112 0 psi 115 16 98 76 ' • (E) GL 6 BEAMS -ok- - - NORDLING Proj. No. 10 -287 DOW AGRO SCIENCES F y. 4 ; STRUCTURAL ROOF MECHANICAL UNITS t ,. . i 4. ENGINEERS LLC DURUS CONSTRUCTION LLC 6775 SW 111th. Suite 200 Beaverton OR. 97008 Date: NOV 2010 By: JEN Sheet No.: (3 8 o GL BEAM LINE - GRID '13 ■ I P5F P5F DL LL TW I 12 25 24' -T I (E) GL 6 x3 1 I 1111. (E1 : GL 6''.x16'% I — I (E) GL 6 "x33 ■ d' I I I I I I I I 1 1P i P01 ' It „1 i'!'I 11,1'1 :,11! I b i . 1 49' -4' 13' -6' . 4' -6' 18' -60 1/2' RDL 6,154 14,495 0 1,598 3,087 LL 12,638 31,857 0 6,314 5,969 m 18,791 46,353 0 7,911 9,056 Shear 18,791 20,271 6,391 I 7,810 I i I lbs 26,082 -6,391 1 102 9,0561 Moment 194,102 - 63,8641 11,558 45,0781 I ft-lbs 0.01 2066' - 179,837 0.75'1 01 4 39' 1 1,5521 B 58' 0! A DL 0.00 -0.685 0.00 0.222 0.22 0.222 0.00 -0.23 0.001 A LL 0.00 -1.365 0.00 0.353 0.35 0.352 0.00 -0.40 0.001 in 0.00 -2.050 0 00 0.5741 0.57 0.5741 0.00 -0.631 0.00 Fb 2400 psi 1.15 2760 psi I fb 1,901 626 4531 1 1,766 1 psi 0 1,761 0 1 4531 O1 I Fv 145 psi 1.15_ 167 psi 1 fv 127 137 86 105 01 psi 176 43 1 1221 I I CEJ GL 6 BEAMS - ” NORDLING Pro, No 10 -287 DOW AGRO SCIENCES I STRUCTURAL . ROOF MECHANICAL UNI US 4 _ ENGINEERS LLC DURUS CONSTRUCTION LI_C , 0775 SW 1 11th. Suite 200 lica,crton Oli. 97008 Date' NOV 2010 By: JEN Sheet No. G9 • Q GL BEAM LINE - GRID 1. 9 PSF PSF DL LL TW 12 25 24' -1" I ( E) GL 6 I I I (E) 6L 6 3 4x15 i f ii 1 2 00 2 ('I!''I" 1 ∎111111 "'!11111'! " 4'43" r 12' -8" 23' -6" / 16' -0" I RDL 2,788 7,501 1,364 LL 5,680 17,422 4,674 n, 8,468 24,922 6,038 Shear 8,468 12,015 lbs 12,907 6,038 Moment 39,421 15,629 ft-lbs 0.0 93r - 52,153 1155' 0 L D L 0.00 -0.047 0.00 0.003 0.00 - e LL 0.00 -0.090 0.00 -0.013 0.00 in 0.00 -0.136 0.00 -0.014 0.00 Fb 2400 psi 1.15 2760 psi fb 518 205 0 psi_ 0 685 0 Fv 145 si 1.15 167 psi fv 66 94 0 psi 101 47 (E) GL 6 BEAMS -ok- --- _- - - NORDLING Pro]. No.: 10 -287 STRUCTURAL ROOF MECHANICAL UNITS ENGINEERS LLC DURUS CONSTRUCTION LLC 6775 SW 111th. Suite 200 Beaverton 012. 97008 Date: NOV 2010 By JEN Sheet No.: Ci 1 O - Nordling>Structural Engineers LLC 6775 SW 111th, Suite 200 Beaverton, OR 97008 . Date: 12109110 Page: - MULTI - SPAN TIMBER BEAM DESIGN DOW AGRO - ROOF UNITS A- (EXIST) RTU15A -EX RTU15A -4X RTU15A -2X GENERAL DATA - 1 2 3 4 All Spans Simple Support ?? : YES Spans Length ft : 23.75 23.75 23.75 23.75 End Fixity: . Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 3.500 3.500 3.500 3.000 Beam Depth in : 15.25 15.25 15.25 11.25 CALCULATED VALUES No Good! No Good! -OK- -OK- F'b- Modified Allow. psi : 1679.7 1735.7 1735.7 1190.3 fb - Actual. psi : 1715.1 1816.1 1354.3 990.0 F'v- Modified Allow. psi : 207.0 207.0 207.0 207.0 fv (actual) • 1.5 psi : 82.0 96.2 71.8 39.6 Moment @ Left k -in : 0.0 0.0 0.0 _ 0.0 Moment @ Right k -in : 0.0 0.0 0.0 0.0 - - Max. Mom. @ Mid -Span kin : 232.7 246.4 183.7 62.6 X -Dist ft : 11.87 11.56 11.56 11.56 Shears: Left k : 3.27 3.77 2.81 0.96 Right k : -3.27 -3.36 -2.51 -0.85 - - . Reaction @ Left DL k : 0.89 0.89 0.65 0.24 LL k : 2.37 2.88 - 2.16 0.72 Total k : 3.27 3.77 .2.81 0.96 : ' Reaction @ Right DL k : 0.89 0.89 - , 0.65 0.24 LL k : 2.37 , 2.47. 1:85 0.62 . Total k : ' - 3.27 3.36 2.51 0.85 Max. Defl. @ Mid Span in : -1.119 -1.195 -0.891 -0.938 X -Dist ft : 11.87 11.72 11.72 11.72 DESIGN DATA Le: Unsupported Length ft : 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 1500.0 1550.0 1550.0 1035.0 Fv:Basic Allowable psi : 180.0 180.0 180.0 180.0 - Elastic Modulus ksi : 1700 1700 1700 1600 Load Duration Factor 1.15 1.15 1.15 1.15 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes ' Yes Uniform DL plf : 75.0 75.0 55.0 20.0 LL plf : 200.0 200.0 150.0 50.0 Point DL b : • LL N : 600.00 450.00 150.00 X -Dist. ft : 3.75 3.75 3.75 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 Shear 11 : 3.27 3.77 2.81 - 0.96 • . Moment k •in : 0.00 0.00 0.00 0.00 Deflection' in : 0.000 0.000 0.000 0.000 v- V4.4B2 (c) 1983.95 ENERCALC Bruce W. Kenny, KW060914SL -A . Nordling Structural Engineers LLC 6775 S,W 111th, Suite 200 'Beaverton, OR 97008 • Date: 12109110 Page: - "' MULTI - SPAN TIMBER BEAM DESIGN DOW AGRO - ROOF UNITS • RTU15B -EX RTU15B -4X RTU15B -2X RTU15C:EX RTU15C -4X RTU15C -2X GENERAL DATA - 1 2 3 - -'5 ' 6 7 All Spans Simple Support ?? : YES • Spans Length ft : 23.75 23.75 ' 23.75 23.75 "23.75 23.75 " End Fixity: Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin :Pin Beam Width in : 3.500 3.500 3.000 3.500 3.500 3.000 Beam Depth in : 15.25 15.25 11.25 15.25 15.25 11.25 CALCULATED VALUES No Good! -OK- -OK- No Good! -OK- -0K- F'b- Modified Allow. psi : 1679.7 1679.7 1190.3 1679.7 1679.7 1190.3 fb • Actual. psi : 1841.7 1373.1 1004.7 1799.0 1341.5 980.9 , F'v- Modified Allow. psi : 207.0 207.0 207.0 207.0 207.0 207.0 fv (actual) ' 1.5 psi : 99.7 74.4 41.1 93.8 70.0 38.7 Moment @ Left k •in : 0.0 0.0 0.0 0.0 0.0 0.0 Moment @ Right k •in : 0.0 0.0 0.0 0.0 ' 0.0 0.0 Max. Mom. @ Mid -Span k -in : - 249.9 186.3 63.6 244.1 182.0 62.1 X-Dist ft : 11.40 11.40 11.40 11.56 11.56 11.56 Shears: • Left k : 3.90 2.91 0.99 3.69 '2.75 0.94 Right k : -3.38 -2.52 -0.86 -3.34 -2.49 -0.85 Reaction @ Left DL . k : . 0.89 0.65 0.24 - 0.89 ' 0.65 0.24 LL. - " k : 3.01 2.25 0.75 2.80 - 2.10 0.70 Total k : 3.90 2.91 0.99 3.69 2.75 . 0.94 ` Reaction @ Right DL k : 0.89 0.65 0.24 0.89 0.65 0.24 LL k : 2.49 1.87 0.62 2.45 1.84 0.61 Total k : 3.38 2.52 0.86 3.34 2.49 0.85 Max. Defl. @ Mid Span in : -1.214 -0.905 -0.954 -1.182 -0:882 -0.928 X -Dist ft : 11.72 11.72 11.72 11.72 11.72 11.72 DESIGN DATA • Le: Unsupported Length ft : 0.00 0.00 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 1500.0 1500.0 1035.0 1500.0 1500.0 1035.0 Fv:Basic Allowable psi : 180.0 180.0 180.0 180.0 180.0 180.0 Elastic Modulus ksi : 1700 1700 1600 1700 1700 1600 Load Duration Factor " 1.15 1.15 1.15 1.15 1.15 1.15 . APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Yes • Yes Uniform DL plf : 75.0 55.0 20.0 75.0 55.0 20.0 • LL plf : 200.0 150.0 50.0 200.0 150.0 50.0 Point 01.. 11: LL 11: 750.00 560.00 190.00 500.00 375.00 125.00 X-Dist. ft : 3.75 3.75 3.75 3.75 3.75 3.75 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 0.00 0.00 Shear 11: 3.90 2.91 0.99 3.69 2.75 0.94 Moment k -in : 0.00 - 0.00 0.00 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 0.000 0.000 • . . 412 _ • V4.4B2 (c).1983.95 ENERCALC- • ' Bruce W. Kenny, KW060914SL -A Nordling Structural Engineers LLC 775 SW 111th, Suite 200 Beaverton, OR 97008 . • Date: 12109110 Page: MULTI - SPAN TIMBER BEAM DESIGN D0W AGRO • ROOF UNITS • RTU15D -EX RTU150.4X RTU150.2X RTU14117RTU14117.4ETU14117.2X GENERAL DATA - 1 2 3 - - 5" 6 7 - • All Spans Simple Support ?? : YES . Spans Length ft : 23.75 23.75 23.75 23.75 23.75 23.75 End Fixity: Pin:Pin Pin:Pin Pin:Pin Pin:Pin: Pin:Pin Pin:Pin Beam Width in : 3.500 3.500 1.500 3.500 3.500 3.500 Beam Depth in : 15.25 15.25 11.25 15.25 - 15.25 11.25 CALCULATED VALUES No Good! -OK- .0K- No Good! -OK- -0K- F'b•Modified Allow. psi : 1679.7 1679.7 1190.3 1679.7 1679.7 2990.0 fb - Actual. psi : 1731.7 1479.7 1080.3 1884.9 - 1268.4 1132.8 ' F'v- Modified Allow. psi : 207.0 207.0 207.0 207.0 207.0 327.8 fv (actual) * 1.5 psi : 84.4 72.1 40.0 105.7 71.1 47.9 Moment @ Left k -in : 0.0 0.0 0.0 0.0 _. 0.0 0.0 Moment @ Right k-in : 0.0 0.0 0.0 0.0' • 0.0 0.0 • Max. Mom. @ Mid -Span ' k-in : 234.9 200.7 34.2 255.7 , 172.1 83.6 X•Dist ft : 11:87 11.87 11.87 11:24 - , 11:24 11.24 Shears: Left k : 3.35 2.86 0.49 4.11 • 2.77 1.34 Right k : . -3.28 -2.80 -0.48. -3.42 ' -2.30 -1.12 .Reaction @ Left - DL k : 0.89 0.77 0.12 0.89 0.59 0.30 LL - k : 2.46 2.09 0.37 3.22 2.17 1.05 Total k : • 3.35 2.86 0.49 4.11 '2.77 1.34 Reaction @ Right DL k : 0.89 0.77 0.12 0.89 0.59 ' 0.30 LL k : . 2.39 2.03 0.36 2.53 1:71 0.82 Total k : 3.28 2.80 0.48 3.42 2.30 1.12 Max. Defl. @ Mid Span in : •1:1 -0.967 -1.017 -1.245 - 0.838. -0.908 ' X -Dist ft ' 11.87 11.87 11.87 11.72 11.72 11.72 DESIGN DATA Le: Unsupported Length ' , ft : 0.00 0.00 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 1500.0 1500.0 1035.0 1500.0 1500.0 2600.0 . Fv:Basic Allowable psi : 180.0 180.0 180.0 180.0 180.0 - 285.0 Elastic Modulus ksi : 1700 1700 1600 1700 1700 .1900 Load Duration Factor 1.15 1.15 1.15 1.15 1.15 ' 1.15 APPLIED LOADS - Use Live Load on This Span ? Yes Yes Yes Yes Yes Yes . Uniform DL plf : 75.0 65.0 10.0 75.0 50.0 25.0 . LL plf : 200.0 170.0 30.0 200.0 135.0 65.0 Point DL a : LL # : 100.00 85.00 15.00 1000.00 675.00 325.00 X -Dist. ft : 3.75 3.75 3.75 3.75 3.75 3.75 QUERY VALUES - Location ft : 0.00 0.00 0.00 0.00 0.00 0.00 Shear a : 3.35 2.86 0.49 4.11 2.77 1.34 Moment k -in : 0.00 0.00 0.00 0.00 0.00 0.00 '. Deflection in : 0.000 0.000 0.000 0.000 0.000 0.000 - V4.4B2(c) 1983.95 ENERCALC Bruce W. Kenny, KW060914SL -A - Niordling Structu Engineers LLC • 6775 SW 111th, Suite 200 Beaverton, OR 97008 Date: 12109110 Page: • ' - MULTI -SPAN TIMBER BEAM DESIGN ' . DOW AGRO - ROOF UNITS RTU 141176TU 14117 -4ETU 14117.2X RTU 14117 -RTU 14117.4I8TU 14117.2X - GENERAL DATA - 1 2 3 - 5 6 7 All Spans Simple Support ?? : YES - . Spans Length ft : 23.75 23.75 23.75 23.75 23.75 23.75 End Fixity: Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 3.500 3.500 3.000 3.500 3.500 3.500 Beam Depth in : 15.25 15.25 11.25 15.25 15.25 11.25 CALCULATED VALUES No Good! -OK- -OK- No Good! ;OK- -OK- F'b- Modified Allow. psi : 1679.7 1679.7 1190.3 1679.7 1679.7 1190.3 fb - Actual. psi : 1765.2 1316.1 1029.6 1769.4 1319.5 884.1 F'v.Modified Allow. psi : 207.0 207.0 207.0 207.0 ' 207.0 207.0 fv (actual) ' 1.5 psi : 89.1 66.4 39.2 89.7 66.9 33.8 Moment @ Left k -in : 0.0 0.0 0.0 0.0 0.0 0.0 , Moment @ Right kin : 0.0 0.0 0.0 0.0 0.0 0.0 Max. Mom. @ Mid -Span kin : 239.5 178.5 65.2 240:0 . 179.0 65.3 X -Dist ft : 11.72 11.72 11.72 -11.72 11.72 11.72 - Shears: Left k : 3.52 2.62 0.95 3.54 2.64 0.96 Right k : -3.31 -2.47 -0.90 -3.32 -2.47 -0.90 • Reaction @ Left DL k : 0.89 0.65 0.30 0.89 0.65 .. 0.30 , - LL k : 2.63 1.97 ' 0.66 2.65 1.99 0.66 Total k : 3.52 2.62 0.95 3.54 2.64 0.96 Reaction @ Right DL k : 0.89 0.65 0.30 0.89 `0.65 0.30 LL . k : 2.42 1.82 0.61 2.43 , ' 1.82 0.61 ' Total k : 3.31 2.47 0.90 3.32 2.47 0.90 Max. Defl. @ Mid Span in : -1.157 0.863 -0.972 -1.160 -0.865 -0.835 X -0ist ft : 11.87 11.87 11.87 11.87 11.87 11.87 DESIGN DATA Le: Unsupported Length ft : 0.00 0.00 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 1500.0 1500.0 1035.0 1500.0 1500.0 1035.0 Fv:Basic Allowable psi : 180.0 180.0 180.0 180.0 180.0 - 180.0 Elastic Modulus ksi : 1700 1700 1600 1700 1700 1600 Load Duration Factor 1.15 1.15 1.15 1.15 1.15 . 1.15 APPLIED LOADS _ Use Live Load on This Span ? Yes Yes - Yes Yes Yes Yes Uniform DL plf : 75.0 55.0 25.0 75.0 55.0 25.0 LL plf : 200.0 150.0 50.0 200.0 150.0 50.0 Point - DL b : LL a : 300.00 225.00 75.00 325.00 245.00 80.00, X-Dist. ft : 3.75 3.75 3.75 3.75 3.75 175 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 0.00 0.00 Shear # : 3.52 2.62 0.95 3.54 2.64 0.96 •. Moment k -in : 0.00 0.00 0.00 0.00 0.00 0.00 -• - '' Deflection in : 0.000 0.000 0.000 0.000 0.000 0:000 • . • GIl V4.4B2 (c) 1983.95 ENERCALC Bruce W. Kenny, KW060914SL;A Nordling Structural Engineers LLC 6775 SW 111th,, Suite 200 'Beaverton, OR 97008 . . - Date: 12109110 Page: -- MULTI - SPAN TIMBER BEAM DESIGN . - DOW AGRO - ROOF UNITS RTU819 -I RTU819.14X RTU819.12X RTU8I9- JRTU819- J4XRTU819 -J2X GENERAL DATA - 1 2 3 - 5 6 7 All Spans Simple Support ?? : YES ' , Spans Length ft : 23.75 23.75 23.75 ' 23.75 23.75 ' 23.75 . End Fixity: . Pin:Pin Pin:Pin Pin:Pin • Pin:Pin Pin:Pin Pin:Pin Beam Width in : 3.500 3.500 3.500 3.500 3.500 3.500 Beam Depth in : 15.25 15.25 11.25 15.25 - - 15.25 11.25 CALCULATED VALUES No Good! -OK- -OK- No Good! -OK- -OK- F'b- Modified Allow. psi : 1679.7 1679.7 2990.0 1679.7 - , 1679.7 2990.0 fb - Actual. psi : 1939.1 1304.8 1165.5 2005.6 1350.5 1203.8 F'v-Modified Allow. psi : 207.0 207.0 304.8 207.0 207.0 304.8 iv (actual) • 1.5 psi : 102.4 69.0 46.4 109.0 ' 73.4 49.3 Moment @ Left kin : 0.0 0.0 0.0 0.0 • 0.0 0.0 Moment @ Right k -in : 0.0 0.0 0.0 0.0 0.0 0.0 Max. Mom. @ Mid -Span kin : 263.1 177.0 . 86.0 272.1 183.2 88.9 X -Dist ft : 12.03 12.03 11.87 - 12.03 ' '12.03 12.03 - Shears: Left . k : 3.89 2.61 1.28 4.06 • 2.73 1.32 Right. k : -3 - -2.69 -1.30 -4.23 ' -2.85 -1.38 Reaction @ Left DL k : 0.89 0.59 0.30 0.89 ' 0.59 0.30 - LL k : 3.00 2.02 0.98 3.16 '2.14 1.03 . Total k : 3.89 2.61 1.28 ' 4.06 '2.73 1.32 Reaction @ Right DL k : 0.89 0.59 0.30 0.89 0.59 0.30 LL k : 3.10 2.10 1.01 3.34 2.25 1.08 Total k : 3.99 2.69 1.30 4.23 2.85 1.38 Max. Deft. @ Mid Span in : -1.289 -0.867 0.940 -1.339 0.902 0.975 X -0ist ft : 11.87 11.87 11.87 11.87 11.87 11.87 DESIGN DATA Le: Unsupported Length ft : 0.00 0.00 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 1500.0 1500.0 2600.0 1500.0 1500.0 2600.0 Fv:Basic Allowable psi : 180.0 180.0 265.0 180.0 180.0 265.0 Elastic Modulus ksi : 1700 1700 1900 1700 1700 1900 . Load Duration Factor 1.15 1.15 1.15 - . 1.15 1.15 1.15 . APPLIED LOADS Use Live Load on This Span ? Yes - Yes Yes Yes Yes Yes Uniform DL plf : 75.0 50.0 25.0 . 75.0 50.0 25.0 . LL plf : 200.0 135.0 65.0 200.0 135.0 '65.0 Point DL a : - LL # : 600.00 400.00 200.00 750.00 510.00 240.00 X -Dist. ft : 3.75 3.75 3.75 3.75 3.75 3.75 Point DL II: LL II: 750.00 510.00 240.00 1000.00 675.00 325.00 ' X-Dist. ft : 20.00 20.00 20.00 20.00 20.00 20.00 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 0.00 0.00 Shear II: 3.89 2.61 1.28 4.06 2.73 1.32 - Moment k -in : 0.00 0.00 0.00 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 0.000 0.000 UI5 V4.4B2 (c),1983.95 ENERCALC ' , Bruce W. Kenny, KW060914SL-A Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 Beave'rton, OR 97008 • Date: 12109110 Page: MULTI - SPAN TIMBER BEAM DESIGN DOW AGRO - ROOF UNITS • RTU819- KRTU81914XRTU819 -K2X • GENERAL DATA - 1 2 3 All Spans Simple Support ?? : YES Spans Length ft : 23.75 23.75 23.75 - End Fixity: Pin:Pin Pin:Pin Pin:Pin Beam Width in : 3.500 3.500 3.000 Beam Depth in : 15.25 15.25 11.25 CALCULATED VALUES No Good! -OK- -OK- F'b- Modified Allow. psi : 1679.7 1679.7 1190.3 - fb - Actual. psi : 1847.8 1378.9 1005.3 F'v- Modified Allow. psi : 207.0 207.0 207.0 fv (actual) ' 1.5 psi : 94.2 70.3 38.7 Moment @ Left k -in : 0.0 0.0 0.0 Moment @ Right kin : 0.0 0.0 0.0 • Max. Mom. @ Mid -Span k -in : 250.7 187.1 63.6 • X -Dist ft : 11:87 11.87 11.87 Shears: Left k : 3.63 2.71 0.92 Right k : -3.70 -2.76 -0:94 - Reaction @ Left DL k : 0.89 0.65 0.24 LL k : . 2.74 2.06 0.68 Total k : 3.63 2.71 0.92 Reaction @ Right DL k : 0.89 . 0.65 0.24 LL k : 2.81 2.11 0.70 Total k : 3.70 2.76 0.94 Max. Defl. @ Mid Span in : -1.220 -0.910 -0.955 X -Dist ft : 11.87 11.87 11.87 DESIGN DATA Le: Unsupported Length ft : 0.00 0.00 0.00 Fb:Basic Allowable psi : 1500.0 1500.0 1035.0 Fv:Basic Allowable psi : 180.0 180.0 180.0 Elastic Modulus ksi : 1700 1700 1600 Load Duration Factor 1.15 1.15 1.15 • - APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Uniform DL plf : .75.0 55.0 ' 20.0 LL plf : 200.0 150.0 50.0 Point DL N : LL # : 350.00 265.00 85.00 X Dist. ft : 3.75 3.75 3.75 Point DL 11 : LL q : 450.00 340.00 110.00 • • X -Dist. ft : 20.00 20.00 20.00 QUERY VALUES Location ft : 0.00 0.00 0.00 Shear a : 3.63 2.71 0.92 - Moment k -in : 0.00 ' 0.00 0.00 Deflection in : • 0.000 0.000 0.000 C� r� - V4.4B2 (c) 1983 -95 ENERCALC Bruce W. Kenny, KW060914SL -A • 9g 041■ v 1?_ 1 A ` ' - P Beam 41 Beam #2 Beam 41 Beam #2 4x16 (2) 2x12 4x16 (2) LVL l' /. x 11.25 E 1,800 1,600 E(ksi) 1,600 1,900 I 1034.42 355.96 101 1034 415 Total , 2,431,485 Total 2,444,108 % Load 0.766 % Load 0.677 (0.323 Beam #1 Beam #2 Beam 41 Beam #2 4x16 2x12 4x16 LVL 1% x 11.25 E 1,800 1,600 E(ks1) 1,600 1,900 I 1034.42 177.98 I (in 1034 208 Total 2,146,719 Total 2,049,589 % Load 0.867 c 0 3� 3 % Load 0.808 . 0.192 • NORDLING Prod. No.' 10 -287 • STRUCTURAL ROOF MECHANICAL E UNITS Igo ti5C ENGINEERS LLC DURUS CONSTRUCTION LLC 6775 SW 111th. Suite 200 I3udver:i,n OR. 97006 Date: NOV 2010 By JEN Sheet No ' CIO 0 FOOTING - GRID "6 © FOOTING - GRID 1 '6 0 FOOTING - GRID °1 Dead Load 5 91 k Dead Load 5 95 k Dead Load 5 86 I. Live Load 14.57 k Live Load 15 77 k Live Load 14 m k Total Load 20.48 k Total Load 21 72 k Total Load 2ii 1 i' I, - - • FPGc4' - 0"xr - 0 7 " , x:10" - •'• - ' - - - 'FLG•3' - 11 "x3' - llr'x10 " - FM: 4' - 0"x4' - 0"x10" Width 48 in As Req Width 47 in As Req W idth 48 in As Rcq 0 894 0 846 II so I Depth 10 in Depth 10 in Depth 10 in Bars (5) #4 0980 sq in Bars (5) #4 0 980 sq in Bars (5) #4 (1 .80 sq in • Cover 3" d " 75 in Cover 3" d 0 - in Cover 3" d in SBP 1.280 < 1,500 psf SBP 1.416 < 1,5(0) psf SBP 1 282 < I :nil p't fC 3,000 Fy 60.000 psi fc 3.000 Fy 60.1810 psi fc 300(t Fy 60000 pki Vu - 1 32 4 < 93 I psi Vu - I 34 8 < 93 I psi Vu - I 32 5 < 93 I psi Vu - 2 1(18 1 < 186 2 psi Vu - 2 114 7 < 186 2 psi Vu - 2 108 • < 180' p. i Mu 13.879 < 28.708 ft -lbs Mu 14 400 < 2 868(' fl -Ibs Mu • : ""iii, 'e'•., li -Ih. SEE LIVE LOAD FOOTINGS O FOOTING - GRID "8 Q FOOTING - GRID 9 Q COLUMN - GRID 9 woes CASE Dead Load 5.68 k Dead Load 7 50 k Dead Load 7 50 k ' Live Load 14.64 k Live Load 17 42 k Live Load 17 42 k Total Load 20.32 k Total Load 24.92 k Total Load 24 02 k FIG: 3 -9" x Y-9" x10" FTC: 4' -1" x4' -1" x 10 " • • Moment 0 00 k - ft Width 45 in As Req Width 49 in As Req 0510 0582 l HSS4x4x0.3125 Depth 10 in Depth 10 in H (Ii) K Bars (5) #4 0980 sq.in Bars (5) #4 (1980 sq in b x 4 (X) 19.0 1 (1 Cover 3" d 6 75 in Cover 3" d 6 75 in d y 4 00 19.0 10 SBP 1,445 < 1.500 psf SBP 1495 < 1.500 psf fa 61 < 64 L., ' lb 11.0 < 40 5 1..1 fc 3.000 Fy 60.000 psi fc 1,000 Fy 60300 psi Vu - I 330 < 93.1 psi Vu - I 390 < 931 psi Fy - 1 0 ksi ra i I') Vu -2 1067 < 186.2 psi Vu -2 1316 < 186 psi E 29.000 ksi ry 1 10 Mu 12,781 < 28.638 ft-lbs Mu 17.271 < 28.70i ft -Ibs Cc 117 ksi kl /r s I c ; n A .1 1 in kl /r ■ ! 1 . I _- -- • • _. -- -- -- NORDLING Pro). No . 10 -287 • DOW AGRO SCIENCES STRUCTURAL ROOF MECHANICAL UNITS I ENGINEERS, LLC DURUS CONSTRUCTION LLC' 6775 SW 111th. Susie 200 llcavcrton Olt. 97008 Date NOV 2010 By. JEN Sheet No. GI i © FOOTING - GRID "6 © FOOTING - GRID "6 0 FOOTING - GRID "l PLL 14.51 k PLL 15.11 k PLL 14.6 k ' - FTG: 3 -2"x 3' -2" x 10" FTG:3' -4" x3'-4" x10" .. . FTG: 3' -2" x 3' -2" x10" Width 38 in As Req Width 40 in As Req Width 35 in \. key u 584 Depth 10 in Depth 10 in Depth 10 in Bars (4) #4 0 784 sq in Bars (4) #4 (178.1 sq in 13ar. (4) ”4 - \• "1 al Cover 3" d 6 75 in Cover 3" d 1. 7• in Cove' ;' d ❑i SBP 1.453 < 1.501 psf SBP 1;419 < 1.500 psf SBP I -160 < 1 50i psf t'c 3,000 Fy 60.00() psi fc 3.000 Fy 1)0 0(8) psi fc : [11)0 I ' 60 I I psi Vu - I 26(i < 931 psi Vu -1 279 < 931 psi Vu - I 2! < , ).i p.i Vu -2 785 < 1862 psi Vu -2 857 < 18( psi Vu -2 789 18( p'' Mu 7.849 < 22.958 ft -Ibs Mu '1038 < 23.00 ft-lbs Mu 7.588 < 22.1 ti -Ih' THE DEAD LOADS ARE CURRENTLY SUPPORTED BY THE EXISTING BEAM / COLUMNS. THE NEW COLUMN WILL BE INSTALLED 'SNUG' TO THE EXISTING BEAM WITH NO ADDITIONAL UPLIFT PRESSURE. THE EXISTING DEAD LOADS WILL CONTINUE TO BE SUPPORTED BY THE EXISTING BEAMS 4 COLUMNS. THE NEW SUPPORT COLUMN WILL SUPPORT THE NEW MECHANICAL UNITS AND ASSOCIATED SNOW LOADS. SEE FOOTING '0' FOR NEW FOOTING SIZES. O FOOTING - GRID "8 Q FOOTING - GRID "9 © COLUMN - GRID "9 WORST CASE WORST CASE PLL 14.64 k PLL 11.42 k PLL 11.42 k . FIG: 3'-2" x 3' -2" x10" FFG: 3' -6" x 3'-6" x 10" HSS 4 x 4 x 0.250 Width 38 in As Req Width 42 in As Req I I (h i 1. 0 584 U -'6 b x -1 oil 2 0 0 I I Depth 10 in Depth 10 in d y 4 00 200 1.0 Bars (4) #4 0.784 sq.in Bars (4) #4 0784 sq.in Cover 3" d 5 75 in Cover 3" d 6 75 m fa 5.2 < 6.0 1N tb 0.0 < 304 kci SBP 1:100 < 1,500 psf SBP 1.422 < 1.51(0 psf Fy 46 ksi r _ fc 3.000 Fy 60.0(X) psi Ye 3,000 Fy 60,(00 psi E '29,000 ks i ry 1 Vu -1 26 < 931 psi Vu - I 305 < 93I psi Cc 112 ksi kl /r .x 1 Vu - 2 78 9 < 186.2 psi Vu - 2 95 3 < 186 2 psi A 3 37 in kl /ry 1 Mu 7.888 < 2 2,958 ft-lbs Mu 10.606 < 23.039 ft-lbs NORDLING 1'1,, \i, IO -,s7 OW AGRO STRUCTURAL ROOF M CHANIICAL , i � � . ENGINEERS, LLC DURUS CONSTRUCTION LLC 5775 SW i I ith. Suite 200 1ieas•ei OR. 57008 Date NOV 2010 By' JEN Sheet No . tet' I ' - =''t -4 i / '`,.W:` S # i 'h,' Q C r w�,i, c F x r' n fq7 i . i� c R. t i` an ./.,,.. f t + ,, _n* > � � . s ,, '4 4 ` s r, a t t 4; ..h„ ,, , '�j ,.-,,15,;,,, i ` ` { P i ' ,yak Nt, f t h 7 {v , , k. � � : � � r 9 �a�f , £ it � ,,,7 , tc x ga it .�,.. v r c tt ' l ttio± .:a +r, ;c.c.N '. rL'l �4 . " . -j. Y 3'.? � k 4 ,� 4',' r j , r ` {' � � - .43 V . q •7 •ti • tit� .,� E ..i i s . �JrA. -L 'LiA ; - J H r 4. t � •� i c 39 �'s-< 7 C�,4. 'i �� •C. . 3 } �.�' . f � k Eart ,�. 7F ""••- �s rt a, � Y �,� ?.a ,.� � z � z.� , �� �' sr/ Y 4 �s.s � r �.' S, s hqua =Rrograrn� °;F iki r ° r �' a , ^ - 4n � , Xi :% ` � , 1k, , * � ) ; ,.3..... .f.. .. vi.. n_- .:151_rsz. } �....,:, „)!,. ., ... �),,,ot•.-i . ,�'. ?; .r .,. *�, J.._ s .kk. l.c v.+4 : W.:.; ;;{ • 2005 ASCE 7 Standard • Location 45° 24' 8.13” N Ss and S I = Mapped Spectral Acceleration Values ' 122° 45' 8.57" W 16290 SW Upper Boons Ferry Rd, Tigard, OR 97224 • Ground Motion Ss 0.933 Si - • 0.336 Occupancy Category II Site Coefficients Fa 1.13 Site Class D Fv 1.7 • Importance Factor 1.0 _ • Height of Structure 20.0 ft SMS Fa * Ss 1.051 SNu Fv * S i 0.581 Design Category (SDC) D ' SDS (2/3) Sts 0.701 Sol (2/3) SMt 0.387 Air Side HVAC - Eq = 0.270W + 0.2 SDS W a 2.50 R 6.00 = 0.270.W +0.20 * 0.701 W ' " = 01270W +0.140 W F 0.4•a 1 + 2 •- • W W : Weight of Unit P= R ( h ) - n 21 z= 20.00 ASD 10) FP = 0.35 WP -> * 0.7 0.245 C NA TI 611A U NIT ii- z= 23.Oft EZU c, (VV. . FP = 0.39 WP -> * 0.7 0.270 16 FP MIN = 0.3 SDS IP WP = 0.210 WP -> * 0.7 0.147 ,'tom FP MAX = 1.6 SDS IF' WP 4* 1,11. lis.:111* 4 = 1.12 WP - > *0.7 0.785 ik � vActi- ((Al Cos) 'CF s - wk...-- _sue • • Gemu+'.' A- 10 y -5 .1? - NORULING Pro). No.: 10 -287 • 1 `v. -. .'ts ; : 1 °> - # � 1 STRUCTURAL DOW AGRO SCIENCES ,a . , ROOF MECHANICAL UNITS ,.,rs ; ENGINEERS LLC DURUS CONSTRUCTION LLC 6775 SW 111th. Suite 200 • Beaverton OR. 9700H Date: NOV 2010 By: JEN Sheet No.: 'DOW BTUs September 28, 2010 '^ Weight, Clearance & Rigging Diagram - 3 -10 Ton R410A PKGD Unitary Gas /Electric Rooftop Item: Al -Qty: 3 Tag(s): RTU -7.5T INSTALLED ACCESSORIES NET WEIGHT DATA • ACCESSORY WEIGHTS ECONOMIZER II MOTORIZED OUTSIDE AIR DAMPER - . Q O MANUAL OUTSIDE AIR DAMPER II 1 � N . BAROMETRIC RELIEF �.' OVERSIZED MOTOR o , it& �� BELT DRIVE MOTOR POWER EXHAUST , , " ... , 11111 [� �ll� /JITHROUGHT THE BASE ELECTRICAL (FIOPS) - -i �� / � UNIT MOUNTED CIRCUIT BREAKER (FIOPS) . �� UNIT MOUNTED DISCONNECT FIOPS POWERED CONVENIENCE OUTLET (FIOPS) C \ / . 7 ., HINGED DOORS (FIOPS) HAIL GUARD �\ I��JJJ SMOKE DETECTOR, SUPPLY / RETURN NOVAR CONTROL PACKAGED GAS %ELECTRICAL CORNER WEIGHT 'STAINLESS STEEL HEAT EXCHANGER. REHEAT ' - . ROOF CURB • BASIC UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVITIY • SHIPPING NET O 366.0 lb © 2650 lb (E) LENGHT (F) WIDTH 1042.0 lb 4 899 0 lb 0 160.0 lb OD 108 0 lb " 42' 22' • +* NOTE. 1 CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY 2 TO ESTIMATE SHIPPING WEIGHT ADO 5 LBS TO NET WEIGHT. 3 BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT TO OBTAIN TOTAL WEIGHT, ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT 4. WEIGHTS FOR OPTIONS NOT LISTED ARE >5 LBS. Ns„....... ��� .15X) -- ' ( h. , ..,,At , I ii ■ ■11 ,.,..,=-1---,...____-___-- ,,4, . _/ \ :,' • E ,,tl \ ; \�. a �.� \ \�/ // F \ 1�� I i ii 11 PACKAGED GAS / ELECTRICAL RIGGING AND CENTER OF GRAVITY • FLD = Furnished by Trane U.S. Inc. / Installed by Equipment Submittal Page 14 of 18 . Others . El • . • DOW RTUs September 28, 2010 Weight, Clearance & Rigging Diagram - 3 -10 Ton R410A PKGD Unitary Gas /Electric Rooftop Item: Al (qty: 3 Tag(s): RTU -7.5T CLEARANCE FROM TOP OF UNIT 72" CLEARANCE 36° CLEARANCE 48" 1 %■ ": • (..,,......_ , 111 14 ............, Ito N \ RETURN • ite sk ...-,••-, ! DOWNFLOW CLEARANCE 36" HORIZONTAL CLEARANCE 18" CLEARANCE 36" PACKAGED GAS / ELECTRIC CLEARANCE • ROOF OPENING I UNIT OUTLINE I 46" I 53 1 /4' . I ____i I I . LL____. a6' 88 5/8" DOWNFLOW -ROOF OPENING FLD = Furnished by Trane U.S Inc. / Installed by Equipment Submittal Page -15 of 18 Others SS' • Catalog Number: . EVHFEED440000AAEFG -A Electrical Data Voltage: 460V Phase: • 3 Phase Supply Blower Horsepower: 3.62 Return Blower Horsepower: 3.62 Wheel Motor Horsepower: 0.40 • FLA: 7.26 MCA: 9.07 MOP: . 11.50 • Weight: 1627 Options Included in Cabinet: F - Total Enthalpy Wheel D - Down Discharge (Hoods) • 0 - No Preheater 0 - No Postheater 0 - No Monitors • 0 : Disconnect A A - El Electromechanical ct Q nical (Default) c.• A - Enthalpy W/ Stop Jog 1 E - 2 Position OA Damper 7 r t:44 " ) F - 2 Position EA Damper G-A - Offset Air CFM • • ■) • , �' =, '- ; ^ k Down Discharge Combo -Curb for Trane Precedent Part Number: ' • . SUBMITTAL ` MiCroMeti • YSC,YHC,TSC,THC 072A,090A,092A,102 -120; EVH- PRC610 -CRB . LA - :''` x ' - `' :. ` WSC 072A,090A,120A Units FORM NO.4543 -1 P DATE: 11/07 Mated to MicroMetl ERV H Cabinet ..:• SUBMITTED TO: FEATURES ' COMPANY: DRAWN BY: E. SA ' ZAR • Roofcurb sides and ends are minimum 16ga. galvanized steel. ( 058 min.) JOB NAME: • Gasketing package provided. - • Full perimeter wood nailer Nailer extends around transition on down discharge applications. EQUIPMENT: - • Insulated transition. NOTES: • Completely welded assembly. - HV CONFIGURATION MMCGASKETING Approx Weight 587.125 ms MMC ROOFCURB �IIII,�T oa 023 1-+M 26 an aHh �I NAIL' • __(7_, _-1 • J y RIGID INSULATION' S �I� FLASHING' CANT CANT STRIP' --- ---- -- o 420524 -IM +II `I1!', r,.-- ROOF FELT' � RTU Roofcurb ROOF DECK• ,, . K$ J ; ` r ROOF' (FIELD PROVIDED) -- a ■ 1760( - ROOFING DETAIL `` Honzontal supply /vertical return ( -HV suffix) is optional. -- ffi .. eo 5001 D • �∎ ` / - ' i l - ■ 1 750 TYP —1 J -J ` 400 40;01 48 3761 0 03.141 \ I e I I ERV Roofcurb NOTES - 11 - 5e 619 - 63141 — • 1) Adjustable pitch /adjustable height curb and taller curbs are available as specials. 2) The standard MicroMetl curbs do not have service plate holes. If they are required, you must specify on the order. 3) Return air ductwork sits 12" below bottom of curb. (Stub duct provided) • ow -________4 r 1 RTU HEIGHT 20 000 28IXW NAILER MIGHT ERV _EIGHT 1 813 TYP - — -T—_ CURB CROSSECTION f DETAILS N N Ca THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION TIIAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MIC WRITTEN CONSENT . CI ' tZ. MICROMETL CORP • 3035 NORTH SHADELAND AVENUE, SUITE 300 • INDIANAPOLIS, IN 46226 • 1 -800- 662 -4822 •• MICROMETL • 905 SOUTHERN WAY • SPARKS, NV 89431 • 1 -800- 884 -4662 ° a 1 '•- DOW RTUs, September 28, 2010 Weight, Clearance & Rigging Diagram - 3 -10 Ton R410A PKGD Unitary Gas /Electric Rooftop Item: A2. Qty: 1 Tag(s): RTU -5T IC INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY II WEIGHTS �. ECONOMIZER - MOTORIZED OUTSIDE AIR DAMPER I I R lu J MANUAL OUTSIDE AIR DAMPER J \ BAROMETRIC RELIEF I I I , rar------0 I OVE RSIZED MOTOR I — t BELT DRIVE MOTOR I I I 111 POWER EXHAUST ` ' f - .. �` ``` �� ���� 1 �� • e UNIT MOUNTED I BASE ELECTRICAL (FIOPS) I `�� CIRCUIT BREAKER (FIOPS) UNIT MOUNTED DISCONNECT (FIOPS) POWERED CONVENIENCE OUTLET (FIOPS) I ..44 HINGED DOORS (FIOPS) \ HAIL GUARD.. _ SMOKE DETECTOR, SUPPLY / RETURN II I NOVAR CONTROL PACKAGED GAS / ELECTRICAL CORNER WEIGHT I. STAINLESS STEEL HEAT EXCHANGER I REHEAT ROOF CURB I . I J I BASIC UNIT WEIGHTS CORNER WEIGHTS I CENTER OF GRAVITIY SHIPPING NET 190 0 lb p 110.0 lb (E) LENGHT (F) WIDTH I 688 O Ib 613 0 lb OB I 158 0 l OD 155.0 lb • 31' 19 NOTE. • 1 CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. ' 2 TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. - ! - 3 BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT TO OBTAIN TOTAL .. , WEIGHT, ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. • 4 WEIGHTS FOR OPTIONS NOT LISTED ARE >5 LBS. E ` V 4�,/� F cr *NO PACKAGED GAS / ELECTRICAL RIGGING AND CENTER OF GRAVITY FLD = Furnished by Trane U.S. Inc. / Installed by Equipment Submittal Page 16 of 18 ' Others E . - ' ° 6 V t•' DOW RTUs September28, 2010 '` Weight, Clearance & Rigging Diagram - 3 -10 Ton R410A PKGD Unitary Gas /Electric Rooftop Item: A3 . Qty: 1 Tag(s): RTU -4T INSTALLED ACCESSORIES NET WEIGHT DATA I ACCESSORY I WEIGHTS •y I ECONOMIZER V I MOTORIZED OUTSIDE AIR DAMPER I I 0 I AL OUTSIDE AIR DAMPER • , BAROMETRIC RELIEF I 0:--% I • SIZED MOTOR e DRIVE MOTOR ' 1 � 1 � 11 � 1r r!` 1 11 1 POWER EXHAUST I 1l"``` i,„ ' •LIGHT THE BASE ELECTRICAL (FIOPS) I I • - �� MOUNTED CIRCUIT BREAKER (FIOPS) �� I UNIT MOUNTED DISCONNECT (FIOPS) - I I POWERED CONVENIENCE OUTLET (FIOPS) HINGED DOORS (FIOPS) i O HAIL GUARD I SMOKE DETECTOR, SUPPLY / RETURN NOVAR CONTROL I I PACKAGED GAS / ELECTRICAL CORNER WEIGHT I STAINLESS STEEL HEAT EXCHANGER REHEAT I I ROOF CURB I BASIC UNIT WEIGHTS [ I CORNER WEIGHTS •CENTER OF_ GRAVITIY LLL SHIPPING NET O I 175 01b © 101.0lb-. (E) LENGHT (F) WIDTH C • 563.015 O 145 O lb O .142 015 3r 19' I NOTE• 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY 2 TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT - !- 3 BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT. TO OBTAIN TOTAL WEIGHT, ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. ' 4. WEIGHTS FOR OPTIONS NOT LISTED ARE >5 LBS. • \� i��� /// /ice a A i S T � \ \\ _ iv y ` \ \�. • E/ F PACKAGED GAS / ELECTRICAL RIGGING AND CENTER OF GRAVITY FLD = Furnished by Trane U.S Inc. / Installed by Equipment Submittal Page 18 0118 Others G �•' DOW RTUs September 28, 2010 Weight, Clearance & Rigging gging Diagram - 3 -10 Ton R410A PKGD Unitary Gas /Electric Rooftop Item: A2, A3 Oty: 2 Tag(s): RTU -5T, RTU -4T CLEARANCE FROM TOP OF UNIT 72' CLEARANCE 36" CLEARANCE 48" 44 \ II \ RETURN • - %)% DOWNFLOW CLEARANCE 36" HORIZONTAL CLEARANCE 18" CLEARANCE 37" PACKAGED GAS /ELECTRIC CLEARANCE ROOF OPENING I I UNIT OUTLINE I I ' 37' 44 12' I a0" 68 3116' DOWNFLOW -ROOF OPENING 4 c FLD = Furnished by Trane U. S. Inc. / Installed by Equipment Submittal Page 17 of 18 Others . C7 r, Catalog Number: EVEGCCD440000AAEFG -A . -Electrical Data Voltage: 460V Phase: 3 Phase Supply Blower Horsepower: 1.18 Return Blower Horsepower: - 1.18 Wheel Motor Horsepower: 0.18 FLA: 2.48 MCA: 3 10 MOP: 3.86 11 Weight: 1155 Options Included in Cabinet: G - Total Enthalpy Wheel D - Down Discharge (Hoods) 0 - No Preheater 0 - No Postheater 0 - No Monitors 0 - No Disconnect A - Electromechanical (Default) A - Enthalpy W/ Stop Jog E - 2 Position OA Damper F - 2 Position EA Damper G-A - Offset Air CFM • • • • r) e , , li ` - ` , ' 1 , Down Discharge Combo -Curb for Trane Part Number: 0, 4 fiP c • 1%)... t _ • SUBMITTAL M Metl 4 ,` Precedent YSC 033 -063 EVE- PRC35 -CRB FORM NO. 4537 -1 P DATE: 11/07 Units Mated to MicroMeti ERV E Cabinet SUBMITTED TO: FEATURES COMPANY: DRAWN BY: E. SALAZ•AR' • Roofcurb sides and ends are minimum 16ga. galvanized steel ( 058 min.) JOB NAME: • Gasketing package provided • Full perimeter wood nailer. Nailer extends around transition on down discharge applications. EQUIPMENT: • Insulated transition NOTES: • Completely welded assembly. - HV CONFIGURATION MMC GASKEIING _ Approx. Weight 547.312 Rix MMC ROOFCURB A',I }- -78333 (•11V) 15577 (HV) .- NAIL' RIGID — r INSULATION' FLASHING' rI CANT STRIP' u 34038 ( - HV) � � ' ROOF FELT' o _I v ;•: s ' s ; ✓,c.;:� >pv- RTU Roofcurb ROOF OECK'_ Ja�i%.�:� (FIELD PROVIDED) '�, + ROOF• / 4/ ROOFING DETAIL 1 692 ( -H1/) \♦� Horizontal supplylvertical return ( -HV suffix) is : a �` . ■ 37 4201 O I 40 541 / • . I ■ ERV Roofcurb . NOTES . • - - 55 819 I 40 541 -•I 1) Adjustable pitch /adjustable height curbs and taller curbs, are available as specials 181 549 2) The standard curbs do not have service plate holes. If they are required, . you must specify on the order ; 3) Return air ductwork sits 12" below bottom I -- r — : + ,___1_ �� 1 . of curb. (Stub duct provided) i 28000 26000 -- RTU H 000 ERV HEIGHT RARER HMG 1 813 TYP -� CURB CROSSECTION DETAILS • CO THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MICROMETLS WRITTEN CONSENT . J a- ° MICROMETL CORP • 3035 NORTH SHADELAND AVENUE, SUITE 300 - INDIANAPOLIS, IN. 46226 • 1-803-662-4822 — MICROMETL SPARKS • 905 SOUTHERN WAY • SPARKS, NV 89431 • 1- 800 -884 -4662 r'- ..