Specifications •
• RECEIVED
JAN 2 4 2013
VLMK CONSULTING 503.222.4453
ENGINEERS CITY OPTIG' I F 503.248.9263
3933 SW Kelly Avenue • Portland • OR • 97239 -4393 BUILDINGDNISII www c
STRUCTURAL CALCULATIONS
for
SCHOLLS FERRY BUSINESS PARK
BUILDING 'H' - HVAC
10100 SW Nimbus Ave
Portland, OR 97223
for
Reitmeier Mechanical
ATTN: Ryan Campbell
19570 SW 90 Court
Tualatin, OR 97062 CITY OF TIGARD
Approved [>'
Conditionally Approved [ ]
�� See Letter to: Follow [ ]
►' C -rU 'r' Attached [ ]
c, Ri PRO 47, Permit N ber:, c SX
k Cy G ' ' l ' • AddressJ v 7 0 -5,4) 4 " P
cr cr^-77
B. N\ Date: 1 4 — I3
. 40 Mr, .
Approved plans
`e t ` I e;' t�� shall be on job site.
IRE: (0L20 OFFICE COPY
Prepared By: Stephen Stenberg, E.I.T.
VLMK Job Number: 20130018
January 16, 2013
I Structural Engineering•Civil Engineering•Industrial Engineering•Planning•Studies /Evaluations•Entitlemenl
VLMK Consulting Engineers, Inc
. 4
Structural Calculations DC -1
Scholls Ferry Business Park - Building 'H' HVAC
Scholls Ferry Business Park
Building 'H' - HVAC
10100 SW Nimbus
Portland, OR
VLMK JOB NO. 20130018
STRUCTURAL CALCULATIONS FOR BUILDING PERMIT
•
•
TABLE OF CONTENTS
Design Outline and Criteria DC -1 thru DC -3
Cover Letter
Aerial and Curb /Unit Attachments Details S -1 thru S -4
Structural Calculations C -1 thru C -7
Reference Sheets Only R -1 thru R -5
DESCRIPTION OF STRUCTURAL SYSTEM
The 'Scholls Ferry Business Park - Building H HVAC' project consists of the replacement
and relocation of an existing mechanical unit on the facility located at 10100 SW
Nimbus, Portland OR. This package includes structural calculations verifying the
adequacy of the existing roof framing to accommodate the replacement HVAC unit, as
well as details for the attachment of the unit to resist wind and seismic forces.
Films O: L4wtl2 01 31201 30 01 8nCatadations120190018 - DC.doac Pepe 1
Printed: January 17,2013
Structural Calculations DC -2
Scholls Ferry Business Park - Building 'H' HVAC
DESIGN CRITERIA
CODES:
2010 Oregon Structural Specialty Code (Based on the 2009 International Building Code)
DESIGN LOADS:
Live Loads:
Roof Snow Load
Flat Roof Snow Load, Pf 25.0 psf
Dead Loads:
Roof (Building 'H')
Roofing (existing and future) 3.0 psf
Insulation 1.5 psf
Sheathing (1 /2" plywood) 1.5 psf
Sub - purlins (2x4 at 24 ") 0.7 psf
Joists (4x14 @ 8 -0" O.C.) 1.5 psf
Girders 1.5 psf
Mechanical and Electrical 1.0 psf
Miscellaneous 1.3 psf
Total Roof Load 12.0 psf
Mechanical Unit:
Existing Curb 101 ibs
New 5 -Ton Unit 579 lbs
New Curb (Assumed) 101 lbs
Total New Unit Load 680 lbs
Wind:
Basic Wind Speed (3- second gust) 95 mph
Wind Importance Factor, I I = 1.0
Occupancy Category II
Wind Exposure B
Seismic:
Seismic Importance Factor 1.0
Occupancy Category II
Mapped Spectral Response Accelerations S = 94.3%
S = 34.0%
Site Class D
Spectral Response Coefficients Sds = 70.6%
Shc = 39.0%
Seismic Design Category D
Component Anchorage Factors a R i
HVAC Equip 2.5 6.0 1.0
Ella G:Wcad20131201300181Cala1atlons 120130018 - DC.dooc Page 2
Printed: January 16. 21313
Structural Calculations DC -3
Scholls Ferry Business Park — Building `H' HVAC
MATERIALS
Wood Framing:
Joists, Beams and Douglas Fir #2
Stringers
File: G : 1A ead:O1 312013 0 01 81Calala8onsU0130018 - DC.doa Page 3
Printed; January 18, 2013
VLMK CONSULTING 503.222.4453
E N G I N E E R S 503248.9263
vimk @vlmk.com
3933 SW Kelly Avenue • Portland • Oregon 97239.4393 www.vlmk,corn
January 16, 2013
Ryan Campbell
Reitmeier Mechanical
19570 SW 90 Court
Tualatin, OR 97062
Re: Scholls Ferry Building Park Building 'H' - HVAC
10100 SW Nimbus
Portland, OR
Dear Ryan,
As requested, we have reviewed the existing roof structure for the replacement and
relocation of the HVAC unit on the above mentioned building. The new replacement
unit and curb weighs a maximum of 680Ibs. Based on our review of the existing
roof, the structure will be adequate to support the replacement HVAC unit. Please
verify the existing support framing as indicated on sheet S -2 prior to the installation
of the new unit. Also included in this package are calculations and details for
attachment of the new HVAC unit to resist wind and seismic loads.
Please contact me with any questions.
Sincerely,
VLMK Consulting Engineers
(1 •
Jason C. Sahlin, P.E., S.E., LEED AP
Principal
Attachments: Plan, Detail, Calculations, and HVAC Cut Sheets
Structural Englneering•Clvil Engineering• Industrial Engineering•Planning•Studies /Evaluations•Entitlement
i:: Acud20t3\ 2Q 13001S \Corresrxndance52Ot30018 VL1AK Letter. Doc
NEW 5 TON UNIT (WT = 680#) TO
REPLACE EXISTING UNIT AND BE
ROTATED ONTO NEW OR
•
EXISTING FRAMING PER DETAIL 1 /S -2
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•
A EXISTING UNIT LOCATION B PROPOSED UNIT LOCATION
•
•
•
W ,�l 11/ E AREA OF WORK
I ■I
S
CONSULTING SCHOLLS B.P. BLDG 'H' - HVAC .
20130018 01/13
ENGINEERS 10100 SW NIMBUS SMS JCS
3933 SW Kelly Avenue • Portland • Oregon 97239 -4393
PORTLAND, OR 97223 '�"� `�
Ill 503.222.4453 'vlmk @vlmkcom AREA OF WORK S -1
503.248.9263 www.vlmkrom �E„�
PROVIDE 2x BLOCKING NEW HVAC UNIT TO
AS REQ'D, HANG WITH REPLACE EXISTING UNIT
SIMPSON 'LUS24' FACE AND BEAR ON NEW OR
(E) 2x4 SUB - PURLINS MOUNT HANGER, TYP EXISTING FRAMING ON
AT 24" O.C. TYPICAL ALL SIDES (WT = 680#)
z z l z
a a a
v v Iv
ru
T PP
„
.
„s.
_ „ _s
ss
(E) GLULAM BEAM
NEW 4x6, USE SIMPSON EXISTING CURB
'LUS46' FACE MOUNT TO REMAIN
HANGER, EACH END TYP
NOTE;
PLEASE VERIFY THE EXISTING FRAMING PRIOR TO
THE INSTALLATION OF THE MECHANICAL UNIT. IF THE
EXISTING FRAMING IS OTHER THAN SHOWN OR NOTED
PLEASE NOTIFY THE ENGINEER.
cD 1 ENLARGED FRAMING PLAN
S -2 1/4" = 1' -0"
20130018 20130018— S204.g 18 Jan 2013 — 354 pm .t.phe,s
VLMK CONSULTING SCROLLS B.P. BLDG 'H' - HVAC 2°,0218 0,x,3
ENGINEERS 10100 SW NIMBUS 130 SMS JCS
3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 PORTLAND, OR 97223
503.222.4453 vlmk @vlmkcom ENLARGED FRAMING PLAN S -2
503.248.9263 www.vlmkcom �, 11
011 4N
HVAC UNIT AND CURB
• BY OTHERS
•
EXISTIN
SUB-PURLIN,
TYPICAL
OR BI Emg_N
1111=11111011 W41 iLv/i
.FRAMING PER PLAN, TYPICAL
SIMPSON'LUS46' FACE MOUNT
HANGER, TYPICAL
EXISTING PURLIN, BEYOND
• HVAC SUPPORT DETAIL
20130016 20130016- 330A•6 16 Jan 2013 — 3:56 pm .l.pMr•
L l�'1
T i( CONSULTING SCHOLLS B.P. BLDG 6 H 6 - HVAC 20130018 0113
ENGINEERS 10100 SW NIMBUS SMS JCS
3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 PORTLAND, OR 97223
II 503.222.4453 vlmk @vlmk.com HVAC SUPPORT DETAIL S -3
503.248.9263 www.vlmk.com
OW NO
a UNIT CASING
UNIT BASE AND BASE RAIL
SECURE ANCHOR TO UNIT WITH
(4) #10 x 1/2" TEK SCREWS
SECURE ANCHOR TO CURB
rl WITH (4) #10 x 1/2" TEK
J SCREWS, TYPICAL
u •1
i■■i
u •1
1••1
1•■1 WOOD NAILER
16 GAUGE STEEL'CANFAB' to
OR EQUAL ANCHOR, (4) " ■'
TOTAL, (1) EACH CORNER UNIT MOUNTING CURB BY UNIT
ON LONG SIDES OF UNIT
1••1 MANUFACTURER (14° HEIGHT)
I■ •1
1 ■ ■1
1 ■ ■1
u ■1
GALVANIZED SHEET METAL 1••' MINIMUM 2x P.T. LEVEL
u•i
mai PLATFORM BY CONTRACTOR
COUNTER FLASHING 1 imm
■■1
/ u ■1
1 ■ ■1
� ■ ■� EXISTING ROOF SHEATHING,
1 ■ ■1
'••'
ROOFING BY OTHERS ;:• REMOVE UNDER UNIT AS REQUIRED
`J
SECURE CURB TO SUPPORT FRAMING
WITH #14 WOOD SCREWS AT EACH SUPPORT FRAMING PER PLAN
CORNER AND AT 2' -0° O.C.
MAXIMUM SPACING, SCREWS MUST
BE LONG ENOUGH TO PENETRATE
SUPPORT FRAMING 2" MINIMUM
1 HVAC CURB DETAIL
S-4 1 1/2• =1
20130018 83130018-840.809 16 Jon 2013 — 3:30 pm .IWA.,a
V L M K C O N S U L T I N G SCHOLLS B.P. BLDG 'H' - HVAC 20130018 01413
ENGINEERS 10100 SW NIMBUS SMS JCS
3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 PORTLAND, OR 97223
1 503.222.4453 vlmk@vlmkcom HVAC CURB DETAIL S-4
503.248.9263 vJww.vlmkcam NIT 10
CONSULTING `'°b '''�° "5 BAP. rick- 'fl ' - NVAc
V L M K
ENGINEERS Client e• ° =rrr = If r rl.
Job No 0 J ay tv..5
3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 C - 1
P 503.222.4453 503.248.92630 Date co /13 Sheet No.
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Wood. Beam l 6 ;i.;2.7:Ver.6.12.127.
-9 : 1
ENERCALC INC.1483 2012. Buff
Lic. 4 : KW- 06002728 Licensee : VLMK CONSULTING ENGINEERS
Description : (E) 4x14 DF #2
CODE REFERENCES
Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7 -05
Load Combination Set : ASCE 7 -05
Material Properties
Analysis Method : Allowable Stress Design Fb - Tension 1,450.0 psi 1 E: Modulus of Elasticity
Load Combination ASCE 7-05 Fb - Compr 900 psi Ebend- xx 1600 ksi
Fc - Prll 1350 psi Eminbend - xx 580 ksi
Wood Species : Douglas Fir - Larch r Fc- Perp 625 psi
Wood Grade : No.2 (1988 UBC) / Fv 180 psi
Ft 575 psi Density 32.21 pcf
Beam Bracing : Beam is Fully Braced against lateral - torsion buckling
EIR��) D(0.084) iS(0.2)
• i I i i i
•
3.50 X 13.250 •
Span =19.50 ft .
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Uniform Load : D = 0.0840, S = 0.20 , Tributary Width = 1.0 ft, (Dead, Snow
Point Load : D = 0.170 k la 6.250 ft, (Meth Unit; ✓
Point Load : D = 0.170 k (S 10.080 ft, (Meth Unit;
Point Load : D = 0.0250 k A 6.250 ft, ((E) Curb; i
DESIGN SUMMARY S/ • ek
r.,,::7:-.
Maximum Bending Stress Ratio = 1.0031 Maximum Shear Stress Ratio = 0.419 : 1
Section used for this span 3.50 X 13.250 Section used for this span 3.50 X 13.250
fb : Actual = 1,747.03 fv : Actual = 86.70 psi
FB : Allowable = 1,667.50psi Fv : Allowable = 207.00 psi
Load Combination +D +S+1-1 Load Combination +D +S+H
Location of maximum on span = 9.821ft Location of maximum on span = 0.000 ft
Span # where maximum occurs = Span #1 Span # where maximum occurs = Span # 1
Maximum Deflection
Max Downward L +Lr +S Deflection 0.603 In Ratio = 388
Max Upward L +Lr +S Deflection 0.000 in Ratio = 0 <360
Max Downward Total Deflection 0.938 in Ratio = 249
Max Upward Total Deflection 0.000 in Ratio = 0 <180
Overall Maximum Deflections - Unfactored Loads
Load Combination Span Max. "Del Location In Span Load Combination Max. '+' Deft Location in Span
0+5 1 0.9381 9.750 0.0000 0.000
Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS
Load Combination Support 1 Support 2
Overall MAXimum 2.984 2.919
D Only 1.034 0.969
S Only 1.950 1.950
Da.S 2.984 2.919
I C -3 1
WOOd B @aryl_ - - ENERCALC; INC. 19832012 .:Bufd
Lic. # : KW -06002728 Licensee : VLMK CONSULTING ENGINEERS
Description : (E) 5 1/8 x 21 GLB (Simple Span)
CODE REFERENCES
Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7 -05
Load Combination Set : ASCE 7 -05
Material Properties
Analysis Method : Allowable Stress Design Fb • Tension 2400 psi ./ E: Modulus of Elasticity
Load Combination ASCE 7 -05 Fb • Compr 1850 psi Ebend -ra 1800 ksi
Fc - Pr!! 1650 psi Eminbend - roc 930 ksi
Wood Species : DF /DF ✓ Fc - Perp 650 psi Ebend- yy 1600 ksi
Wood Grade : 24F - V4 4 Fv 265 psi Eminbend - yy 830 ksi
Ft 1100 psi Density 32.21 pct
Beam Bracing : Beam is Fully Braced against lateral- torsion buckling
D(O 17) ✓ D(0.24) S(0.5)v
i • • i
• 5.125x21 2
Span = 29.0 ft "
Applied Loads' Service loads entered. Load Factors will be applied for calculations.
Uniform Load : D = 0240, S = 0.50 , Tributary Width = 1.0 ft, (Dead, Snow'
Point Load : D = .0.170 k (1a, 6.0 ft, (Mach) See v(FPccrxo.)
DESIGN SUMMARY - ..: _ J _
Maximum Bending Stress Ratio = 0.987. 1 Maximum Shear Stress Ratio = 0.440 : 1
Section used for this span 5.125x21 Section used for this span 5.125x21
ib : Actual = 2,494.45 psi fv : Actual = 133.96 psi
FB : Allowable = 2,526.90 psi Fv : Allowable = 304.75 psi
Load Combination 40 +S+H Load Combination +D+S+H
Location of maximum on span = 14.500ft Location of maximum on span = 0.000tt
Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1
Maximum Deflection I/
Max Downward L +Lr +S Deflection 1.124 in Ratio = 309 <360
Max Upward L+Lr +S Deflection 0.000 in Ratio = 0 <360
Max Downward Total Deflection 1.676 in Ratio = 207 G6f3 c Civ- krill
Max Upward Total Deflection 0.000 in Ratio = 0 <180 ' „ . Or 1
64 ..
—I
Overall Maximum Deflections. - Unfactored Loads
Load Combination Span Max. '-'Daft Location In Span Load Combination Max. '+' Defl Location in Span
0+8 1 1.6761 14.500 0.0000 0.000
Vertical Reactions - Unfactoretl Support notation : Far left is #1 Values In KIPS
Load Combination Support 1 Support 2
Overall MAXlmum 10.865 10.765
D Only 3.615 3.515
S Only 7.250 7.250 -
D+S 10.865 10.765
CONSULTING "``' a`�' t+ - /�v,ctc
V L M K
ENGINEERS '°b
Client "Etrrtif- "/ ee/4
Job No. Yv 430049 By
3933 SW Kelly Avenue • Portland • Oregon 97239-4393
P 503.222.4453 503.248.92630 Date of /S Shoot No. G-
N C W 11661C- 5 v r Ff or4sr`+G
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'usGs Design Maps Summary Report F C - s
User - Specified Input
Report Title Scholls B.P. Bldg 'H' - HVAC
Wed November 14, 2012 20:46:03 UTC
Building Code Reference Document 2006/2009 International Building Code
(which makes use of 2002 USGS hazard data) -
Site Coordinates 45.4472 °N, 122.78958 °W
Site Soil Classification Site Class D - "Stiff Soil"
Occupancy Category Occupancy Category I
-L a -!++f, -tea � - _''.:i�.�. c:: ?' - _ _ :7i5.1:?,
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en go.
• - - - : iioow l ►ltharord :.-- _�.� - - -`�
hith t,�` - = ; tde ` `. , • -- .:°soot
r, ;
iGouer.- hl�urrfain. :::_ ° ..: s. : .. ii @. _:_= :•
Aloha Routh - -7 , 61 , -1 hbrrk _
i :pa i k ' 4�.r .fig•' -::': • ` � ;. M - _ mil Rd 54'V.o. • a�ul1��:. �:: �: ��' � ~= = ::� ::-= _ '=- =;. -- - - -- -
•
: = 7 lhourdlin 7 7: 7 210 lL.••: • •--_., :::. :' _1i .:' _
rn
r
• . l'ohonu Rd _. -:.;. ' + t:! _ . _ -,_- ..- - .-- .. Mellen
USGS- Provided Output
S = 0.943 g S = 1.058 g S = 0.706 g
S l = 0.340 g S ic = 0.584 g S = 0.390 g
MCE Resporse Speclrurn Design Response Speclruin
1 In 6.77
0.99 D. G4
0 0.56
0.71
0.42
Oi o.cc a
11 0.
0.44 95 y 0.40 P
0.32
0: 0.24
0.Z2 0.1C
0.11 0.02
0.00 0.00
0.00 C.20 0.40 0.50 0.20 1.00 1.20 1.40 1.50 1.6C 2.00 0.00 0.20 0.40 0.50 0.80 1.01 1.20 1.40 1.50 1 60 2.00
Period. T (sec) Period. T (sect
Although this Information Is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of
the data contained therein. This tool Is not a substitute for technical subject - matter knowledge.
CONSULTING 503.222.4453 Job Scholls Bldg 'H' - HVAC
E N G I N E E R S 503.248.9263 Job No. 20130018
3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 vlmk @vlmk.com Date 01/13 •
www.vlmk.com
v2.00 - Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C
Wind Loads on Rooftop Structures and Equipment
Based on the 2009 International Building Code and ASCE 7 -05, 6.5.15.1
TYPICAL SCREEN WALL
Eli
i TYPICAL MECHANICAL UNIT
Dr
/ c44
� h
r0
•
H V
Exposure Category [Section 6.5.6.3]
K = =100 _ Topographic Factor [Figure 6 -4]
I = _ -iOD_ Importance Factor [Table 6 -1]
V = ',95 irph_ Basic Wind Speed 3- Second Gust [Figure 6 -1]
B =- 87 00-ft Horizontal Dimension of Building Measured Normal to the Wind Direction
h = 2O t` - Mean Roof Height of Building (Eave Height if Roof Angle < 101
Dv = = 3: 90 -ft=7 Height of Rooftop Structure or Equipment
DH = F:;:=2 Width of Rooftop Structure or Equipment
H = 23.90 ft Height to Top of Structure or Equipment
a = 7.0 3- Second Gust -Speed Power Law Exponent [Table 6 -2]
zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 6 -2]
Kz = 0.701 Velocity Pressure Exposure Coefficient [Table 6 -31
Kd = 0.90 Wind Directionality Factor [Table 6 -4]
q = 0.00256K [Equation 6 -15]
qz = 14.6 psf Velocity Pressure [Equation 6 -15]
G = 0.85 Gust Effect Factor [Section 6.5.8.1]
Cr = 1.3 Force Coefficient [Figure 6 -21]
Ar = 24.4 sf Area of Structure Normal to the Wind Direction
Bh = 3740.0 sf Building Area Normal to the Wind Direction
x = 1.9 Force Increase Factor [Section 6.5.15.1]
F = xq GC [Equation 6 -28 and Section 6.5.15.1]
p = 30.4 psf Design Wind Pressure
•
CONSULTING P 503.222.4453 Job Scholls Bldg 'H' HVAC
E N G I N E E R S F 503.248.9263 Job No. 20130018
3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 ` E vlmk @vlmk.com Date 01/13
W www.vlmk.com
v2.20 - Software Copyright 2013 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C -
Mechanical Unit Anchorage Design
Based on the 2009 International Building Code and ASCE 7 -05
DESIGN INPUT I x I
Seismic Parameters [ASCE 7 -05 Section 13.6] • 3 4 e —
Site Class = :=_``_D;= (Assumed) E
-
Sos = = O 706 Design spectral response acceleration -i ' CR Y
_
AP = = _2 5 [Table 13.6 -1 ASCE7 -05] Ycg
Rp = -z6= [Table 13.6 -1 ASCE7 -05] .--_ • i 2 • —
1p = `x::1:0 = Importance Factor
z = r ;20= =; (ft) Attachment height from base of structure Xcg
h = `i404: (ft) Average roof height of structure from base
PLAN VIEW
Wind Parameters [ASCE 7 -05 Section 6.5.15.1]
P =:_ 0 7 4 :_(psf) Design wind pressure (psf)
HVAC Unit Data
Wp = = 680 04 (Ib) Machine Weight
X =', _75:0 (in) Base Dimension Zcg
Y = X47:0:- (in) Base Dimension ' t
Z =:;:.744.7:0:3 (in) Height of Unit and Curb SIDE VIEW
Xcg = __3 ^ (in) Center of Gravity
Ycg 4 (in) Center of Gravity Load Combinations:
Zcg ='-300 ( Center of Gravity ULTMATE:
T (0.9- .2SDS)D + E I 0.9D + 1.6W
ANALYSIS ALLOWABLE:
Base Shear: (0.6- .14SDS)D + 0.7E I 0.6D + 1.0W
SQi5tt!sC: 0.4a S W (1+217h)=
F = ° 1p ° a�� 1; -. 1.6SpsI <_ W = 7 5:: it;
P RPIIP , > 0.3S = 144 s,c ...V;
243 1=H ^c ' is °.nr .- y�� .__ 1 .OE
Wind: V„ = 1191 lbs. 1.6W Controlling Base Shear = 1191 lbs. Wind
To (4) Anchors /Corners = 744 (asd) Wind
Anchor Shear (Seismic) _
,:ir : :r' dr: d: : d;r "2 14� e cf.:en I:1 ;city .r r- x :
3 39 1521 73 529 _. = OAF. e:' = 1,65 .
2 36: 1296 23 529 r ix- = 1 C ;S 1:-v -v _ 396. 1
30 1 24
4 3 129:: 24 :376 Y Dift,c_ n r Di;:!ctInn
56=14 - _ V. =
c _ _ = 6-1
Controlling V„max = 298 lbs. Wind •
Overturning: = 186 (asd) Wind
r _ /201 lb -in. Seismic 1 :0E Each Anchor /Corner
Mot = 27981 lb -in. Wind 1.6W •
Mres -x = 13S75 ib -in. Seismic Mres -y = i - 4 lb-m. Seismic
= 22032 lb -in. Wind = 14076 lb -1n. Wind
Net Bolt Tension X Direction Y Direction T = 148 lbs. Wind
Tx* = 40 Ty* = 148 = 86 (asd) Wind
*negative ( - ) values Indicate there Is no net upiil Each Anchor /Corner
PROVIDE #14 x 2" SCREWS AT EACH CORNER AND AT
2' -0" O.C. MAX SPACING AS INDICATED ON SHEET 5 -4
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L R ~2 l
Unit Feature Sheet for 5T
Project: -Untitlect72 01/03/2013
Prepared By: 02:17PM
FOR REFERENCE R(tY
Carrie
WeatherMaker• — 48TC
PACKAGED ROOFTOP GAS HEATING/ELECTRIC COOLING UNITS
3,4, 5, 6,7.5,8.5, 10, 12.5, 15 TONS
STANDARD FEATURES INCLUDE:
• Furor; ,n= i0.:ji7C refrigerant
• AV-RAE as. 1 a raw sorpluou
• - -�� :: ,�- •��_ -,;: • S: dilwrzti_ aaa++ r_ n ,m'rnal and o► =.osdpntatf=n
- ._; • Eli 0e_ gc-- :4ro:on0-1_mod_
g a 1.0::ro ?on 09-15 rndet.
__�, _� == -:�.— -.• =;:.- • e_ R' suoto1 3. 0.E`R"supb ill and lE- ER'= unto11.8
• Z:rVar. ifgir:atrf_.-.ng s)itar.,
•
• no =:ir. e5stpo•alcsn4r n :09 011 ao=rd arrelosh
nSHr.S= :t:ndsrd oz. s!o.P 91erpn :de ar en:arC:al
• Stensar3 =to Jig operaiionuoto 115'F(.6'_7anddran, - 3.F (t° :}
--' _r.� -.= •-- _ _ _ - do-o: t^ 25. F (4'C) 7: i '. irdErz[s. 54.
• -- _ •s . '` •'_� - - • ?r -head ex:aa: oarias and a..e -anted a,ari_rPeneien!d xo
-.� _ 500 naur sad away *mammon
• • = M = a = = =° = • F t5fral eC sr 3s%03(lialfaran •33arjdJgnostestr'.:iL_D
e!- orpd desgnsfanSUTarnr0=leaas end energy saving Indoor
_ - fen mow: d =•Jay
• Low Flax ;mod =_g tnsims :Ca6ami, 14r Vasa). ALnaaen.ent
Optional Louvered H22 Guard Shown • Ioducad drat gar heat eorb:uiand =si
• Radund>• ntIevai vasrrinupip arostsges3fhasfaro
• 1- 5701 :su.5rd hipeae-.pr:wan pai}ef ±d.
L $ MAINTENANCE FEATURES:
• .;cxs;p swam lots eaa: geo tlrnitss
Puma. • I ne vIIh5=_ as•_ eranng .nadilpa- evia � n=.
and i VY.1iVV • Trru , chdisp:_olaracimstrEarsandToo' -kin Me( =am; dh,,
CO_. , • e itdr.'ae .vsnanta angeturndou <:rycatnainai'a -a
• Nest.',: seal bard fstxsating sermia ssfsty:r_ud rpatAshosting anr:
sIrnpflsrd =ntro`. saxa rsnasfnant
WEATHERMAKER SERIES • �;sal'3i: - .Snaddaa3 05 t5 YS0 =
itVeathadial er(49TC)urtits arcane piece gas heating eiedr� arar =da ds;,nason.aumerarraito pe and einergysav_r_ naoar
cooling units that are pre -wired and charged with Puron fan In= rde s r.
(P.410) refrigerant They arc taorjteglcd in both heating INSTALLATION FEATURES:
and cooling modes, and rated in accordance with W-IFJ • Tnr, - vi; bottompoaareny •paoyy
Standards 210f 240 (94 -06 si_es) and 3401360 (07 -16 sizes). • s~ § a s-stgaaand us-•n tans arts
WeatherMakerunits are designed In accordance with UL • Fusp *. Tat=r rsfirate .main :naada oteraandfor.aisir
Standard 1995, and listed by the Underwriters' Laboratories. ' Feld came rib%born irerlra horaonisisifnw farces n unthg.
[i5 aca rnadatampu =a fed o sttaaasuppfedussns i.
•
► ppro:adandcartddbyr STANDARD WARRANTY:
• 10gnelrhasisxo'sr.av— l5-yat ratan kee ateet Optis
• 5..yebrooradTeasor
Ccc'.'.rJFsD_ • 1arparta
• 3.yno:parisenWssstiisn ad- wawaavaerbie
vim. ✓c.,o,x • M;nyopt r doa•rnoays1ab
C US re•rd.= •
r m.. OPTION S INCLUDE BUT ARE NOT LIMITED TO:
sar° " " • PPm4rL nt :a' and I TU tlern:,leaf =:otozol CC Cents;
na,� •maaa
mac:. KO • Suppty and RstureAl Smola i.Aacora, nigh, auto seats
"°• "`a . arudcond:narr-oF:gva!is
• Ecsnar+:sr, d':a=nneo end =Iran erne aunt aotona
• Sinn du: sa the al .hanairbptn
• Comsonnaaalan,eo{Basting.
▪ teundi -rk0F sdaptaede :tumelfosto, system aysyo '5on55
Certified to ISO 9001 moda�eta F'FF Manaarghr - kto Maria Iadator- a
• I aocaae nasals
Fora cd.^oate a G _ of optb r s aid ttr_sass - us !afar tov+4, Fro:= Este
Catalog fort ha un2
Packaged Rooftop Builder 1.32 Page 8 of 8
R -3
Unit Report For 5T
Project: - Untitled72 01/03/2013
Prepared By: 02:17PM
Unit P Dimensions (ft. In.) & Weight (lb.) "`
Unit Rai ` E R N p DA06A2A5 -0A0AO Unit Length:._— ____.__�....__.6' 2.375"
Unit S ._'___•• ;1 ,911 _ _.._. ..06 (5 Tons) Unit Width_..__.___-- _____._.__ _. ___- _- -____3 8
Volts- Phase - Hertz___— _____.. _.... _..._.._..._..208 -3 -60 Unit Height._._.___._______.__.____ 2' 9.375"
Heating Type :_______.__......_..._____..__ _ —___— ___Gas Total Operating Weight_— ____.__.____._579 lb
Duct Cfg:_____..__...__Vertical Supply / Vertical Return
Low Heat "' Weights and Dimensions are approximate. Weight does
Round Tube Plate Fin Coils not include unit padmging. Approximate dimensions are
provided primarily for shipphg purposes. For exact
dimensions and weights, refer to appropriate product
data catalog.
Lines and Filters
Gas Line
Condensate Drain Line Size:.._______________._.314
Return Air Filter
Return Air Filter
Return Air Alter Size: __..__....__..____ —_16 x 25 x 2
Unit Configuration
Medium Static Option
AI /Cu - Al/Cu
Bass Electromechanical Controls
Standard Packaging
Warranty Information
1 -Year parts(std.)
5 -Year compressor parts(std.)
10 -Year heat exchanger • Aluminized(std.)
No optional warranties were selected.
NOTE: Please see Warranty Catalog 500 -089 for explanation of policies and ordering methods.
Ordering Information
Part Number Description Quantity
48TCDA06A2A5 -0AOA0 Rooftop Unit 1
Base Unit
Medium Static Option
Electromechanical control, No intake or exhaust option
None
Packaged Rooftop Builder 1.32 Page 2 of 8
•
.
Certified Drawing for 5T
Project: - Untitied72 01/03/2013
Prepared By: 02:17PM
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SCALE 1:6
Packaged Rooftop Builder 1.32 Page 3 of 8
Certified Drawing for 5T
Project: - Untitled72 01/03/2013
,Prepared By: 02:17PM
2111(11 1.0. al as 1x13 =pig is 10E 11011111 01 urine avaria Wrn11N u.010 a W
1(08801001(1 5131110. n 11 u 1 1 1 o cro. 111 011113 cw na. nu tM .. p aumun
SID. 111111 II CORKER CORKER ' LA C01919 CORKED - ES C.O. MOOT C111t(R 11311 1 SILL aC 1s 1111 m ICES irrdl Cain ra111n¢ 0r rm r conin.
m F
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181[.•01 181 211 III SO 121 51 111 SO 116 11 11 11111 21 15801 16 118 11111 0• 48TC - -03 SOT 211 131 Si 111 13 145 66 129 51 11 11111 21 65611 11 14121
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CORNER A CORNER B
0
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2.0
Packaged Rooftop Builder 1.32 Page 4 of 8
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