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1348 SW Berth. Boulevard • Suite Penlead, entre 91219
nom: (503) -0460 • Fe 1503)381 -0459 �+1+� j r
- Lennox Industries nc. - Product Submittal
S tem ID: An -1 Pbcka:e Model: 1CAI20H4B D PKGEE/10TON /CONFIGURABLE l
DIMENSIOp/S INCH S (MM)
Shown With Optional Economiser Dampers, Power Exhaust Fans, Convenience Outlet, Unit Disconnect
CORNER WEIGHTS CENTER OF GRAVITY
Model AA BB CC DD EE. FF
Number
lbs. kg tbs. kg lbs. kg lbs. kg inch min inch mm
090 /102 Base Unit 314 1 2 289 131 329 - 49 368 167 47 1194 21 -1/2 546
0901102 Max. Unit 381 1 3 339 154 374 170 431 195 46 1168 23- 112 597
120 Base Unit 328 149 300 136 343 156 384 174 47 1194 21 -112 546
120 Max. Unit 394 179 352 180 387 176 447 203 48 1188 23 -1/2 597
150 Base Unit 336 152 312 152 353 160 389 178 47 -1/2 1207 22 559
150 Max. Unit A03.,,. 133 _3611. 165 ,398 181 450_ 204 46-1/2 1181 24 610
4 4
AA (1; 11C2/
+ BB
140) (668) 169 (8681 'I _.
. — !;E ^-".1 0 \ SUPPLY�
BOTTOM RETURN nut OPWNO . .;:
AP OPENING T ,,,;
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O 6�il4gl a O om my FF ,k.,C ..,,,"
(1tr x203mq L...i
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TOP VIEW
98•tp
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(127) I (ae) LIFTING MOLES
ENO VIEW (FOR W ONG)
SIDE VIEW
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p
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IN 0111 Mr f) (140)
9
FORKLIFT BLOTS HORIZONTAL fly/ HORIZONTAL
(80T11 SIDE$) SUPPLY AIR RfiTURN NR
OPENING OPENING
SIDE VIEW
(Horizontal Opoainps)
Project Number: 300001 182 Project Name: Barnes & Noble #1951 Last Change By: MARK C. MOORE
Quote Number: 400001 36 Quote Desc: Barnes & Noble #1951 Tidard, Ol'repared On: 02/04/2008
Page: 14 of 17 KB Version Date:02 /04/2008 Phone :
1
Lennox Industries Zinc. - Product Submittal
System ID: RTU 4 - 9 P cksge Model: LCA048H48 Description; PKGEE!4TON/CONFIGURA8LE
DIMENSIONS - 1NCHE, (M1111)
CORNER WEIGHTS I CENTER OF GRAVITY
Model AA CC DD EE FF
No.
lbs. kg I f . Est3 kg lbs. kg lbs. kg in. mm In. mm
038/042 128 57 143 65 200 91 178 80 19-1/4 489 41 1041
X048 133 60 154 70 209 96 180 82 ' 19-5/8 498 40-1/2 1029
/-/ 060 131 59 554 70 216 98 184 83 19-1/4 489 40 -112 1029
072 132 60 68 215 911 189 86 19 483 41 1041
'
4 - 1/2 4 -112 CENTER BB
AA 114 114)
1.
1
(1 4) 4 (388) P17) 1 (ie) dl 1111111
(114) l ! } RETURN
46-1/2 28 n ) ``` �
PowER ENTRY r� \
1
1-1/2 "� /5xa(127X203) `f
(114) , 41� 8E
_
DD I CC
FF — °1
TOP VIEW
O a t CIIRCCUrrr E R
FfIelory tnsloims
45 (1143) 86(2184)
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115 VOLT OUTLET
Fiel k,slaiod) (B27
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tsmeWIW4t17 INLET 4!•�4��•:•f
24.3!4 S-118 (13 (Low Valle) s) ( ) or
I (+—^ (62 CONDENSA 'Who 87 DARE ) I
DRAIN Dlsceonect is Not Used.
END VIEW SIDE VIEW
i HORIZONTAL
SUPPLY AIR OPENING
II I ' �I
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LIFTING OLE9 FORIatFT -LOT (,33) (130) HORIZONTAL
(For R ) 1Bolh 9 10be b Boner End) RETURN R OPENING
I SIDE VIEW
I (Horizontal Openings)
Project Number: 300001 182 Project Name: Barnes & Noble #1951 Last Change By: MARK C. MOORE
Quote Number: 400001 36 Quote Desei Barnes & Noble #1951 Tldard, OWrepared On: 02/04/2008
Page: 5 of 17 KB Version Date: 02/04/2008 Phone :
1 5
F: 0 3
- Lennox Industries Inc. - Product Submittal
I System IDt RTU -3 R.cksge Model: LCA090H46 Description: PKGEE/75TON /CONFIGUR
:DIMEN151o40..t '`:`; ........ : : .. 'i. ..`
• Shown With Optional Economizer Dampers. Power Exhaust F=ans. COnvon it lance Outlet, Un Disaonniat
WEIGHTS EIGHTS CENTER OF GRAVITY •
Model AA i BB CC DD EE FF
Number
. lbs. lig lbs. kg lbs. kg lbs. kg inch mm inch mm
090/102 Base Unit 314 1'42 289 131 329 '149 368 167 47 1194 21 -1/2 546
,090/102 Max. Unit 381 1173 339 154 ' 374 170 431 195 46 1188 23 -1/2 597
✓� 9 120 Base Unit 328 1 300 136 343 156 384 174 47 1194 21 -112 546
120 Max. Unit 394 179 352 160 367 176 447 203 46 1168 23 -1/2 597
150 Base Unit 336 1152 312 152 353 160 389 176 47 -1/2 1207 22 559
150 Max. Unit 403 1183 364 165 398 181 450 204 48-1/2 1181 24 610
4 4
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TOP VIEW
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ENO VIEW (FOR RIGGING)
SIDE VIEW
v zo
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25 2e 5 in
Mr (TI I) am (1.)1
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FOF00.FT SLOTS HORIZONTAL f127) NCIRZONTAL
(BOTH SIDES) SUPPLY AYR RETURN AIR
OPENING OPENING
SIDE NEW
(Horizontal Open(ngs)
Project Number: 3000010182 Project Name: Barnes & Noble #1951 Last Change By: MARK C. MOORE
Quote Number: 4000010336 Quote Desc: Barnes & Noble #1951 Tidard, OR Prepared On: 02/04/2(108
Page: 11 of 17 KB Version Date: 02/04/2008 Phone :
4
z
- Lennox Industries Inc. - Product Submittal
System !D: RTV 2 Package Model: LCA060H4B Description: PKGEE/5TON/CONFIGURABLE 1
DIMENSIONS - INCHES (MM)
CORNER WEIGHTS CENTER OF GRAVITY
Model AA BB CC DO EE FF
No.
lbs. • kg lbs. kg lbs. kg lbs. kg in. mm in, mm
038/042 126 57 149 65 1 200 91 176 80 19-1/4 489 41 1041
048 133 60 154 70 209 95 180 82 19 -518 498 40-1/2 1029
0 131 59 154 70 216 98 184 83 19-1/4 489 40 -1/2 1029
072 132 60 150 68 215 98 189 86 19 489 41 1041
AA 4 - 1M 4.1/2 CENTER OF
(114) 114 GRAVITY BB
8, -
4.112 /4 s -"ttse (tee) 4 f1I1 /f�♦ 1111111
(114) + RETURN
49.112 171,1 ,---\ `�s. /1
(1181) BOTTOM \ 4 ' ^'
BASE J
_ FON/ER ENTRY , A
I
4.1/2 5X6(127 X200)
(114)
�i ( -142
(114) la
DD + - 1 CC
FF
TOP VIEW
OPTIONAL DISCONNECT
OZ CIRCUIT BREAKER
(Foclory Treated)
46 (/14' (21" 'ELECTRICAL INLET
)
Mi6k
1----iiim iff _ _ 1 1
OPTIONAL GFI 331/4
115 VOLT OUTLET ()
(Factory or 38
Field Installed) ® (627)
`r a
'aCTRICAI A
tolesi>•mmuew INLET I • amall1111=11■Tamilli7 i /1
(Low O 244/4 - 1 9
11-1/6 (1301 33)
(83) coNDENSAm 'Y�hen FOdory Not Maklod Ue 07- 18//1((0
DRAIN [)facavwd k ad
END VIEW SIDE VIEW
HORIZONTAL
SUPPLY AIR OPENING
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FORKLIFT SLOTS (133) (190)
LIFTING HOLES (Both Sldo, & Braver End) HORIZONTAL.
(For Rigging) RETURN AIR OPENING
SIDE VIEW
(Horizontal Openings)
Project Number: 3000010182 Project Name: Barnes & Noble #1951 Last Change By: MARK C. MOORE
- Quote Number: 4000010336 Quote Desc: Barnes & Noble 81951 Tidard, ORPrepared On: 02/04/2008
Page: 8 of 17 KB Version Date: 02/04/2008 Phone :
5
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1740 SW 13er0ia BOVlevrd • Svile 200 • /� � j� ,� �i• � 16.4-0 - -' �+�/ j p�� S No. ,
Patfand, Otepon 91214 A m i^'- . e i � f F i '7i Li ( /
Thom; (503) 384 -0860 Fa :: (502) 38¢.0654
Associated Consultants, Inc. Title : Job #
1340 SW Bertha Blbd Suite 200 Dsgnr: Date: 11:13AM, 8 FEB 08
Portland, Oregon 97221 Description
Tel (503) 384-0460 Scope :
Fax (503) 384 -0459
Rev. 580004 - --
User 830 , 3 Ver 5.3.0, 1- Deo-2003 General Timber Beam
(c)1983 -2003 3-2083 3830 ALC Eno'neering Software ec.earCalCUl
Description Existing roof purlins 1
rlir /". e aptiir 1 / ' 4 / 5 60 f--
General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Bake allowables are user defined • Section Name 3.125x24 Center Span 24.00ft Lu 0.00 ft
Beam Width 3.125 in Left Cantilever ft Lu 0.00 ft
Beam Depth 24.000 in Right Cantilever ft Lu 0.00 ft
Member Type GluLam Douglas Fir, 20F - V4
Bm Wt. Added to Loads Fb Base Allow 2,000.0 psi
Load Dur. Facts J 1.150 Fv Allow 240.0 psi
Beam End Fixity v Pin -Pin Fc Allow 560.0 psi
Wood Density 40.000 pcf E 1,700.0 ksi
Full Length Uniform Loads
. n
Center DL 120.00 #/ft LL 200.00 #/ft
Left Cantilever DL #/ft LL #/ft
Right Cantilever DL #/ft LL #!ft
#1 DL @ Left #/ft LL @ Left #/ft Start Loc 15.000 ft
DL @ Right #/ft LL @ Right 320.00 #/ft End Loc 24.000 ft
Point Loads
Dead Load 576.0 lbs 576:0 lbs lbs lbs lbs I s lbs
Live Load lbs lbs lbs lbs lbs lbs lbs
...distance 9.500 ft 14.500 ft 0.000 ft 0.000 ft 0.000 ft 0,000 ft 0.000 ft
Beam Design OK
Span= 24,00ft, Beam Width = 3,125in x Depth = 24.in, Ends are Pin -Pin
Max Stress Ratio 0 . = : I
Maximum Moment 32.2 k -ft Maximum Shear * 1.5 7.1 it
Allowable 55.6 k -ft Allowable 20.7 k
Max. Positive Moment 32.22 k -ft • at 12.576 ft Shear. @ Left 4.85 k
Max. Negative Moment -0.00 k -ft at 24.000 ft @ Righ 5.93 k
Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in
Max @ Right Support 0.00 k -ft @ Cent r 0.390 in
Max. M allow 55.62 @ Righi 0.000 in
Reactions...
fb 1,288.77 psi fv 94.45 psi Left DL 2.27 k Max 4.85 k
Fb 2,224.90 psi Fv 2'6.00 psi Right DL 2.27 k Max 1 5.93 k
Deflections
Center Span... Dead Load . Total Load Left Cantilever... Dead Load Total Load
Deflection - 0.260 in -0.545 in Deflection 0.000 in 0.000 in
...Location 12.000 ft 12.096 ft ...Length/Defl 0.1 0.0
...Length /Deft 1,108.6 523.22 Right Cantilever...
Camber ( using 1.5 • D.L. Defi) ... Deflection 0.00 In 0.000 in
@ Center 0.390 in ... Length/Defl o.b 0.0
@ Left 0.0001n
@ Right 0.000 in
- Associated Consultants, Inc. Title : Job #
1340 SW Bertha Bibd Suite 200 Dsgnr: : 11:13AM, 8 FEB 08
Portland, Oregon 97221 Description •
• Tel (503) 384-0480 Scope
Fax (503) 384-0459
Rev: 580004
c )1983 -2003 NE ERCALCEn Software Timber Beam eoec�,calwIeIIors
4
Description Existing roof purlins
Stress Calcs
••••••••••••••••••••••••••••••••••••lownermismommommmemmill
Bending Analysis
Ck 22.049 Le 0.000 ft Sxx 300.000 4n3 Area 75.000 In2 •
Cf 0.967 Rb 0.000 Cl 0.000
Max Moment Sxx Read Allowable lb
0 Center 32.22 k -ft 173.77 in3 2,224.90 pal
@ Left Support 0.00 k -ft 0.00 in3 2,224.90 psi
It Right Support 0.00 k -ft 0.00 in3 2,224.90 psi
Shear Analysis cQ Left Support 0 Right Support
Design Shear 6.29 k 7.08 k
Area Required 22.780 In2 25.667 In2
Fv: Allowable 276.00 psi 276.00 pal
Bearing @ Supports
Max. Left Reaction 4.85 k Bearing Length Req'd 2.769 In
Max Right Reaction 5.93 k Bearing Length Req'd 3.386 In
Query Values
M, V, & D @ Specified Locations Moment Shear Deflection
021 Center Span Location = 0.0 ft 0.00 k -ft 4.85 k 0.0000 in
Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in
' @ Left Cant. Location - 0.04 ft 0.00 k-ft 0.00 k 0.0000 in
Sketch & Diagram
ww
00.70. _ _ _ .. • _. -. '-'44 411011011111111 LI Mr-
-41 11M11. Nom
ail r4 iTh 100 -414.11
... i or
I Sall E IN
• I Bard ' g Nom s in As • Tin .ae lam aW o
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OmIK•- O.SASN AM .,.,oil
AM
Rmax • 4.8k Finn • 21.0k tat �r
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--- " . .1111.1111111111111111.1.111111111111111= MINN
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It �.w
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Lannon r0
g
•
Associated Consultants, Inc. Title : Job #
1340 SW Bertha Blbd Suite 200 Dsgnr: Date: 11:35AM, 8 FEB 08
Portland, Oregon 97221 Description
Tel (503) 384 -0460 Scope :
Fax (503) 384 -0459
Rev: 580004 7
User xw- ae03830 v4M 3.ao, 1 -0ao-2003 General Timber Beam
(0983 -2003 ENEf�CAL En�nesring Sofnvere ec eav:Calculations
Description Existing roof purlins F , !� I , e f )4` -
General Information Code IRO: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined I
Section Name 3.125x24 Center Span 24.00 ft Lu 0.00 ft
Beam Width 3.125 in Left Cantilever ft Lu 0.00 ft
Beam Depth 24.000 in Right Cantilever ft Lu 0.00 ft
Member Type GluLam Douglas Fir, 20F - V4
Bm Wt. Added to Loads Fb Base Allow 2,000.0 psi
Load Dur. Factor 1.150 Fv Allow 240.0 psi
Beam End Fixity Pin -Pin Fc Allow 560.0 psi
Wood Density 40.000pcf E 1,700.0 ksi
Full Len th Uniform Loads
......,. .... .. .. .... ... ....�.. .. ......- . ....,. -. .,. _..... p
Center DL 120.00 #/ft LL 200.00 #/ft
Left Cantilever DL # /ft LL #/ft
Right Cantilever DL #/ft LL #/ft
#1 DL @ Left #/ft LL @ Left #Ift Start Loc 15.000 ft
DL @ Right #/ft LL @ Ri 320.00 #/ft E Loc 24.000 ft
Point Loads
Dead Load 576.0 lbs 576.0 lbs 576,01bs lbs lbs lbs lbs
Live Load lbs lbs lbs lbs lbs lbs lbs
.,.distance 9.500 ft 14.500 ft 6.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft
Beam Design OK
Span= 24.00ft, Beam Width = 3.125in x Dept = 24.in, Ends are Pin -Pin
Max Stress Ratio 0.609 : 1
Maximum Moment 3:i.9 k - ft Maximum Shear * 1.5 7.3 k .
Allowable 55.6 k - ft Allowable 20.7 k '
Max. Positive Moment 33.90 k -ft at 12.096 ft Shear: @ Left 5.28 k
Max. Negative Moment -0.00 k -ft at 24.000 ft @ Right 6.07 k
Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in
Max @ Right Support 0.00 k -ft @ Center 0.438 in
Max. M allow 55.62 @ Right 0.000In
Reactions...
fb 1,356.08 psi fv 97.33 psi Left DL 2.70 k Max 5.28 k
Fb 2,224.90 psi Fv 276.00 psi Right DL • 2.41 k Max 6.07 k
Deflections
Center Span... Peed Load Total Load Left Cantilever... Dead Load Total Load
Deflection - 0.292 in - 0.577 in Deflection 0.000 in 0.000 in
...Location 11.808 ft • 12.000 ft ...Length /Defl 0.0 0.0
... LengthlDefl 986.2 498.82 Right Cantilever...
Camber ( using 1.5 • D.L. Deft ) ... Deflectlbn 0.000 in 0.000 in
@ Center 0.438 in ...Length/Defl 0.0 0.0
@ Left 0.000 in
@ Right 0.000 in
- Associated Consultants, Inc. Title : Job #
1340 SW Bertha Blbd Suite 200 Dsgnr. Date: 11:35AM, 8 FEB 08
Portland, Oregon 97221 Description
' Tel (503) 384 -0460 Scope :
Fax (503) 384 -0459
Rev. 580004
uBerKwoeais , oe
ve�a.so General Timber Beam ic, c
User: KW 003 ENE CALL E rose s..2 Software oc.edv:Cak211e11a
Description Existing roof purlins
Stress Calcs
Aminimmilmnparimommenimmiommommmommemommommommegammanummummel
Bending Analysis
Ck 22.049 Le 0.000 ft Sxx 300.000 1n3 Area 75.000 in2
Cv 0.967 Rb 0.000 CI 0.000
Max Moment Sxx Read Allowable fg
6 Center 33.90 k -ft 182.85 in3 2,224.90 psi
!ti. Left Support 0.00 k -ft 0.00 in3 2,224.90 psi
6 Right Support 0.00 k -ft 0.00 in3 2,224.90 pal
Shear Analysis 6 Left Support @ Right Support
Design Shear 6.94 k 7.30 k
Area Required 25.128 in2 • 26.450 in2
Fv: Allowable 276.00 psi 276.00 psi •
Bearing @ Supports
Max. Left Reaction 5.28 k Bearing Length Req'd 3.016 In
Max. Right Reaction 6.07 k Bearing Length Req'd 3.469 in
Query Values
M, V, & D @ Specified Locations Moment Shear Deflection
6 Center Span Location = 0.0) ft 0.00 k -ft 5.28 k 0.0000 in
Right Cant. Location = 0.0) ft 0.00 k -ft 0.00 k 0.0000 in
6 Left Cant. Location = 0.0) ft 0.00 k -ft 0.00 k 0.0000 in
Sketch & Diagram
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