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•
WoodWorks SIZER SOFTWARE FOR WOOD DESIGN
File Name: 11 WoodWorks SIZER 1.Oj 6 Jul,1998 11:22
COMPANY I PROJECT
DESIGN CHECK
DESIGN DATA:
code: NDS -1991
type: Beam
database: Custom
•material: Glulam Simple _
lateral support: Top= Full Bottom= @Supports
total length: 37.00 [ft]
INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft)
Load I Distribute 1 Type I Magnitude I Location I Pattern
I I I Start End I Start End I Load
I I I I I
1 Full UDL Dead 80.00 No
2 Full UDL Snow 200.00 No
3 Point Dead 0.18 0.50 No
4 Point Dead 0.18 4.25 No
5 Point Dead 0.18 32.75 No
6 Point Dead 0.18 36.50 No
Self - weight of members has NOT been included.
***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
DESIGN SECTION: VG West.DF, 24F -V4, 5.125x19.5 @ 0 plf
***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in)
37.0 ft I
1
A A I
I
Reaction 5.54 5.54 •
B.Length 1.7 1.7
SECTION vs. DESIGN CODE (stress =psi, deflection =in)
- // Criteria I Analysis Value I Design Value I Analysis /Design I `Z PnQFi
Shear I fv @d = 74 I Fv' = 218 I fv /Fv' = 0.34 I e � G 1 '4 t.♦Y
Bending( +) fb = 1802 Fb' = 2484 fb /Fb' = 0.73 ll,
Live Defl'n 1.48 = L /300 1.85 = L/240 0.80
Total Defl'n 2.43 = L/182 2.47 = L /180 0.99 V
i • E ON
Bending ( +) : Crit.LC#= 2 CD= 1.15 CL =1.000 CV =0.900 (KL =1) �:_ ; CY 77 , .a,
Shear : Crit.LC#= 2 CD= 1.15 V @d= 4.90 " �94 ^ 1\11GO
Deflection: Crit.LC # = 2
Total Deflection = 1.50(Defln dead) + Defln Live.
EXPIRES: 12 - -
DESIGN NOTES:'
1. Please verify that the default deflection limits are appropriate
for your application.
2. GLULAM: The loading coefficient KL used in the calculation of Cv
is assumed to be unity for all cases. This is conservative except
where point loads occur at 1/3 points of a span (NDS Table 5.3.2).
3. GLULAM: bxd = actual breadth x actual depth.
4. Glulam Beams shall be laterally supported according to the provisions
of NDS Clause 3.3.3.
•
WoodWorks SIZER SOFTWARE FOR WOOD DESIGN
• •
File Name: 11 WoodWorks SIZER 1.Oj 6 Jul,1998 11:39
COMPANY I PROJECT
DESIGN CHECK
DESIGN DATA:
code: NDS -1991
type: Beam
database: Custom
material: Glulam Simple
lateral support: Top= Full Bottom= @Supports
total length: 86.00 [ft]
INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft)
Load I Distribute I Type I Magnitude I Location I Pattern
I I I Start End I Start End 1 Load
I I I I
1 Full UDL Dead 340.00 No
2 Full UDL Snow 850.00 No
3 Point Dead 0.50 43.00 No
4 Point Dead 0.50 35.00 No
Self- weight of members has NOT been included.
***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
DESIGN SECTION: VG West.DF, 24F -V4, 10.75x64.5 @ 0 plf
***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in)
86.0 ft I
A A
Reaction 51.72 51.62
B.Length 7.4 7.4
* * * ** WARNING: Member length exceeds typical stock length of 41.0 [ft]
SECTION vs. DESIGN CODE (stress =psi, deflection =in)
Criteria I Analysis Value 1 Design Value I Analysis /Design I
1 1
Shear fv @d = 98 Fv' = 218 fv /Fv' = 0.45 Ep PROir
Bending ( +) fb = 1803 Fb' = 1881 fb /Fb' = 0.96�(� N c �
Live Defl'n 2.42 = L/426 4.30 = L/240 0.56 £ �i
Total Defl'n 3.95 = L/261 5.73 = L /180 0.69 ` 11 .1)4p
Bending( +): Crit.LC#= 2 CD= 1.15 CL =1.000 CV= 0.682(KL =1) _•EG•N -
Shear : Crit.LC#= 2 CD= 1.15 V @d =45.32 /Ufe
ti
Deflection: Crit.LC # = 2
Total Deflection = 1.50(Defln_dead) + Defln_Live. " S ,\C'
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate (EXPIRES 12 I
for your application.
2. GLULAM: The loading coefficient KL used in the calculation of Cv
is assumed to be unity for all cases. This is conservative except
where point loads occur at 1/3 points of a span (NDS Table 5.3.2).
3. GLULAM: bxd = actual breadth x actual depth.
4. Glulam Beams shall be laterally supported according to the provisions
of NDS Clause 3.3
•
WoodWorks SIZER SOFTWARE FOR WOOD DESIGN
File Name: untitled WoodWorks SIZER 1.Oj 6 Jul,1998 13:52
COMPANY I PROJECT
DESIGN CHECK •
DESIGN DATA:
code: NDS -1991
type: RoofJoist
database: Custom
material: Lumber -soft
lateral support: Top= Full Bottom= @Supports
total length: 8.00 [ft]
repetitive factor: applied where applicable.
INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft)
Load I Distribute 1 Type I Magnitude I Location I Pattern
I I I Start End I Start End 1 Load
I I I I I
1 Full UDL Dead 40.00 No
2 Full UDL Snow 100.00 No
3 Point Dead 0.12 6.00 No
Self- weight of members has NOT been included.
***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
DESIGN SECTION: D.Fir -L, No.2, 4x6 @ 0 plf
***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in)
8.0 ft I
1
A A
1
Reaction 0.59 0.65
B.Length 1.0 1.0
SECTION vs. DESIGN CODE (stress =psi, deflection =in) /
Criteria I Analysis Value 1 Design Value 1 Analysis /Design I a ,
QED PROF
I I I I $ /;A
Shear fv @d = 45 Fv' = 109 fv /Fv' = 0.42 ` � 1
Bending( +) fb = 842 Fb' = 1504 fb /Fb' = 0.56
Live Defl'n 0.12 = L/808 0.40 = L/240 0.30 ��
Total Defl'n 0.22 = L/440 0.53 = L /180 0.41
A O
./ •'E ON
( " \ \
Bending ( +) : Crit.LC#= 2 CD= 1.15 CL =1.000 Cr= 1.15 �� �`GQ
Shear : Crit.LC#= 2 CD= 1.15 V @d= 0.58
Deflection: Crit.LC # = 2
Total Deflection = 1.50(Defln_dead) + Defln_Live. EXPIRES. 12 - 31.88
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate
for your application.
2. Sawn lumber bending members shall be laterally supported according to
the provisions of NDS Clause 4.4.1.
5 / /-P5o& U'?- 01 C77Fg - A LO: AC 7 C APAC/T
11 oic
ACTU C_OPO =
625
Bas : unit dimensions 48TJ004 -007
I: `':f: (rrie
£ I BOX CORNER WEIGHT'
'• 0'- 1'13/16" / � 0' - 5/8' 1. - ACC S S V ANEL um*
'1 c, ( • [46.51 (411 (3051 48J A B C D
• ! ■ -� lb kg lb kg lb kg lb kg
I ' 0 ' - 8' E/F004 140 63.5 105 47.6 159 72.1 56 25.4 •
`� - (2031
• . ,( �_ - ri - D /E/F005 142 64.4 106 48.1 162 73.5 60 27.2
D /E/F006 150 68.0 115 52.2 160 72.6 65 29.5
I
/j i CONDENSER COIL 1 D /E/F007 -165 74.8 136 61.7 200 90.7 64 29.0
2' -9 5/16'
(846.516" i Weights are for unit only (aluminum plate (ins) and do not include options or crating.
I Vi-
" i' O F• UNI 1 CONNECTION SIZES BOTTOM POWER CHART, THESE •
• ;? , [ i I �� I HOLES REQUIRED FOR USE WITH
`�' i ' I A 1'/ie' Dia. 27 Field Power ACCESSORY PACKAGES ,- ( j B _ Supply Hol CRBTMPWROOlA00 (1/2", 3.')
•
t' 'i % xl§ CRBTMPWROO2A00 ('k•, 1W)
.t,) ,��„ :;TTON • :A' 'A L 3 /:- 14NPTCondensate
it i.i: 0' -4 - /16' B \ Drain THREADED REQUIRED
3 -S 3/16'
y'•''i (115.81
J i FLUE NO30 C 'h' -14 NPT Gas Connection CONDUIT WIRE SIZE HOLE SIZES
1 ^_ I , i :. 0' -2 9/ SIZE MX
•I�.; h (6 s1 TYP . (10461 L EFT SIDE (
L 3 /." Power' 1'/e' A ((28.4 )
r(1 I 1'/." Power' 1�/." 44.4
i
f `lj P] 'Select either 3 /." or 1W for power, depending
(t,. erg:
RE WTD1313p LEO VIEW ttaE on wire size.
,,' Sr -- 5
' 3' -1 I /2' i
2' -0 15/16" C CHONIa EEI Mir
(952.51 � "- M 1/ 2' oHRovr wAy FILTERS
)
[6331 (1141 I10L MIR � • ?23/4• (THROWAWAY FILTERS
1 " t i CONDENSER COIL 1
k - A
Y ph COMPRESSOR ECONOMIZER MOOD �O��F I
p • (' ACCESS COVER I' -4 3/8'
I • CORNER 0 PAIEL
li 14161 1
.i"'lI \ SEE NOTE •g 1,....--CORNER "B"
: 11,
7 - { :0 . i �i r.------2 -O' -3 3/16" Z , i � I LEFT � t ( (BI) VIE A -A �« 1 L16-
, � t'' SIDE I I })
�y �
� I� 1 11 I I RETURN OPENING I 0 15/l6" RETURN AIR 700 0
!} '3" ;' III (2781
, + ; Iil.�- I } I VERTICAL I I
( VIEW 5 5
1: 3 -9 I _ ' j RIGHT SIDE
,� 111441 i _� 1 11.1 /1 ^, p 11; / Il` • I LLA 5AATE O °P PA D E N I / �, (657
�( +'! 2
1'I:• II 1' -B 1 /B' // ° -3; IIN BAF I ' -1/2" T I --- (76.21 Sl1PPLY -AII I
41
R 1' -5 3/4'
I (512.41 / 1 I • • ../ SUPPLY AIR
F
O IL; :I, 1622) II SEE .i EVAPORATOR °PEKING (4511
1 ! { � I A -A // L t 0'14191/16'
U9)/16 ' L I VERTICAL I I
I 1( /
j I1) A
i :i �� / / �i IIN 91 j0'-3 6•
(99 41 \� 0' 5 16'
r /
- 7/ 1
(( i SEE BOTTOM POWER FRONT / SUGGESTED ELECTRICAL
[� 1;• CORNER '0' CHART(ELEC. ONLY/ DISCONNECT LOCATION
� v �, I I� i 1, CONTROL 130x ACCESS PANEL I 0 -3 1 /t6 y, ' -0 I/I J ._0• -3 3/16 CORNER 'C' .
' 41:1. r• r V - 2' - 11 11/16'
[906] 6'-I 11/16' (7B) (3061 (BU
I' 1 . ,.., . ' 0' -7 1/4' •
!
6• 1C. • (16721 a (1841
K * ;U�k i 1' -S 5/16' •' -10 17/16' 0 -4 1/16'
•" :%i I 2' - 55 5/16' 0' -0 3/8' 439.73 (274.6) (103.2)
J) ( ' (101 ����� -� FTLTERACCESS PANEL
� . j)i.- y CONTROL BOX ACCESS - �' - WIRE r - - - - (THROWAWAY FILTERS)
,' i• I; PANEL ACCESS PANEL 1
• T• : :y �� '; _ I 1----- 1----- 1
/ t4 . '•! 1' -6 7/16' I I I -:1-(152.-El- 6
" I' • 1467.81 I RETURN- I MOO FILTER
y ri � II. i. ' I I A I
1 OPENING 1
iR) - EVAPORATOR -FAN MOTOR 1 met-
' . AND I % 1 ZONTAL � 1 /4
BLOWER ACCESS PANEL I . 1
. I „ o -11 7 /B• t SUPPLY -AIR V 1 1 7• I / / //, [33 5.6) •
1 " I I I 0' -3 5/16• ( 301.61 OPENING 1 f1JJ. B1 , . (91.01 I 1 I OUTDOOR AIR , r OO - - J
• , I I. C Milli IMII COs I• • 1 0(
2' -S 3/8'
(746.21 / FORKLIFT TRUCK SLOTS 0'-6 3/4' 2' -1 • 15/ 16' �� f 0'-5 1 1 / 16'
. I. BURNER ACCESS (188.01 0' -2 1 /4 "DU (146) (6'58.6) 4 (144.31
Ou 7 1 PANEL (571 OF PANEL SUPPLY AIR RETURN AIR
FRONT (TIP 8 PLACES) RIGHT SIDE
'' it 8 STD. CONOENSATE GRAIN
( ) are in millimeters
t ,; II NOTES:
millimeters. Condenser coil, 1 1. Dimensions in C Condil, for proper airflow, 36 in. one side. 12 in. the other. The side
li•
• Ir. getting the greater clearance is optional.
+! I 2. f� Center of gravity. d. Overhead, 60 in. to assure proper condenser fan operation. •
'a i , e. Between units, control box side, 42 in. per NEC (National Electrical Code).
• r ,,,.,,,,....,,����..777��� I. Between unit and ungrounded surfaces, control box side, 36 in. per NEC.
,/,.1 'i 3. 4> Direction of airflow. g. Between unit and block or concrete walls and other grounded surfaces, control
box side, 42 in. per NEC.
` I I 4. On ver discharge units, ductwork to be attached to accessory roof curb only. h. Horizontal supply and return end, 0 inches.
;fu r 1, For horizontal discharge units, field- supplied flanges should be attached to hori- 6. With the exception of the clearance for the condenser coil and combustion side as
I zontal discharge openings, and all ductwork should be attached to the flanges. stated in Notes 5a, b, and c, a removable fence or barricade requires no clearance.
I, 1, 5. Minimum clearance (local codes or jurisdiction may prevail): 7. Units may be installed on combustible floors made from wood or Class A, B, or C
a. Between unit, flue side and combustible surfaces, 36 inches. root covering material if set on baserail.
. i I P b. Bottom of unit to combustible surfaces (when not using curb), 1 inch. Bottom of 8. The vertical center of gravity is 1'-6' [457) up from the bottom of the base rail. Hori-
l base rail to combustible surfaces (when not using curb) 0 inches. zontal center of gravity is shown.
I. Ir 1 16
I;
932
,. - Accessory dimensions - (Calrier :II
.
1 i ROOF CURB — 48TJ004 -007 .
° ! UNIT UNIT "D" ALT CONNECTOR
ft
i ROOF CURB "A" SIZE SIZE "B" "C" DRAIN E POWER CONTROL PACKAGE
''i ! ACCESSORY GAS
I 48TJ 48TJ HOLE ACCESSORY
s.3
CRRFCURB001A00 1' -2 • CRBTMPWR001A00"
[356] 004 - 3 /s" NPT 3 /a" NPT 1 /2" NPT (THRU- THE - BOTTOM
• '- 2' -0" 007 004 1'- 9 1' -4" 1 CONNECTIONS)
1 : I CRRFCURB002A00 [610] 007 [551] [406] [45] - • CRBTMPWR002A00'
..,•]�' • 3/4" NPT 11/4" NPT 1 /2" NPT (THRU- THE - BOTTOM
...,•;!-• • C CONNECTIONS)
Q ,- _ _ -� 'Either connector package available for either roof curb.
y
•
I s
',f C - i ``. (,-, - `; NOTES: •
'41 1 i `T q 1. Roof curb accessory is shipped
L �: unassembled.
• 2. Insulated panels.
:, " I' • �k„ / / 3. Dimensions in [ ] are in millimeters.
`,�
„t ?{,,0 0'_3 _ , , 0 4. Roof curb: galvanized steel.
:, , �' i ( v6, 5. Attach ductwork to curb. (Flanges of duct rest
• ` •q! t On Curb.)
1/4. : f - 6. Service clearance 4 ft on each side.
L _ _ _ _ _ 7. * Direction of airflow.
i'.d; ivcJ
Er '. .I • 2 -7 5/6'
(603) .
s -II, �,''T.; I I SUPPL -A GASKET
�' ( .,'i 1' -1 7/16' OPENING (SUPPLIED PITH CURS) •
,' (3411 i -'
..,J i, UNIT 0' -0 I/4 (71 l I .. .t !
S ` , . .. /PV NAIL ..
i
-'' O -O 7/16" `j TYPICAL (4) SIDES ' VI - ' 1112 "', 11) 1 • • .__I' -7 13/1 L I 1 1/S' 0' -0 7/16- j 0'[I I) '
■� ' 4 (BOLT HEADS) (5041 C (334) 1111 �, C "' OONTER FLASHING
1 . (SOL
0 I NEAOS) p UC� PL ` (FIELD SPPL IED)
. 0' -0 7/16. (76 -0 0' -0 7/16. (FIELD ?GR. \ •OOFING FELT
-_ 3 (9141 (113 (FIELD 51PPLIED) OPENING FOR BASEPAN
It
(111
1 ' 1' A ENTRY SERVICE
. ' S• •A ®DLT LEADS) (BOUT MEADS)
CANT STRIP [ D' -2 v2' SECTION "C —C • b t I 3 (FIELD SVPPLIED) I64) SCALE 1,4
ROOFING MATERIAL
• , L \V (FIELD SUPPLIED)
,U ' \ % /r.._ 0' -3 V4' _ _7 3n6'
2p \\\\ \\\\\\\\ 1937 (1831 ,
SEE NOTE •2
ii3; 0' -4 p61
3/16 .
i ( �'VV • • i1 � ' ' U RIGID INSULATION
y � / (FIELD SUPPLIED) ‘111-
• 4 / SERVICE '
AO
PLATE I' -4 13/16' 1
i' 0' -4 9/16 II / .%
�[(', S AIR RETURN AIA \ / T 2 P 3
•
..-: % V IEW '..A � ...
1
LEAD OF BOLT TO SE ON
1
t INSIDE OF FLANGE � x:0
:!1t
• 111. O'-I 7/13/ . 1461 \ .�
1r(2;7
- A - \
.(dr A (17
. � 05]
A 4 - ..
L 1 . f! I'
...... [76]- 1938)
•
' MP
I / VIEW - e - __ �� ♦ _ i
Y (TYP. ALL CORNERS) SEE VIEW - B "�-
, i 1 20
936
R
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