Specifications 20 s--- cj z.2v
May 2, 2008
FILE
DeTemple Company
1951 NW Overton St
Portlan, OR 97209
RE: MECHANICAL SYSTEM ADDITION /MODIFICATIONS
Project Information
Building Permit: MEC2008 -00220
Tenant Name: Men's Warehouse Occupancy Type: M
Address: 16290 SW 72 " Ave
The plan review was performed under the State of Oregon Mechanical Specialty Code (OMSC) 2004 edition.
The submitted plans are approved subject to the following.
1. Equipment and appliances shall be installed as required by the terms of their approval, in accordance
with the conditions of the listing, the manufacturer's installation instructions and this code.
Manufacturer's installation instructions shall be available on the job site at the time of inspection.
OMSC 304.1
2. The building or structure shall not be weakened by the installation of mechanical systems. Where
floors, walls, ceilings or any other portion of the building or structure are required to be altered or
replaced in the process of installing or repairing any system, the building or structure shall be left in a
safe structural condition in accordance with the Building Code. The cutting, notching and boring of
framing members shall comply with OMSC 302 Sections 302.3.1 through 302.5.3.
3. Smoke detectors shall be installed in return air systems with a design capacity greater than 2000 cfm.
Upon activation, the smoke detector shall shut down the air distribution system. Smoke detectors shall
be connected to a fire alarm system and shall activate an audible and visible alarm at a constantly
attended location. OR In occupancies not required to be equipped with a fire alarm system, actuation
of a smoke detector shall activate a visible and an audible signal in an approved location. OMSC 606.
4. Equipment and appliances regulated by this code requiring electrical connections shall have a positive
means of disconnect in accordance with the Electrical Code. OMSC 301.7
5. Condensate from cooling coils or evaporators shall be collected and discharged to an approved plumbing
fixture or disposal area. OMSC 307.1
Respectfully,
Mark VanDomelen,
Plans Examination Supervisor
City of Tigard
(503)718 -2759
markv @tigard - or.gov
Ti
Rao c,:ri •
MAY 012008
C
STRUCTURAL CALCULATIONS
Replacement Roof Top Units
Men's Warehouse
Tigard, OR
For: DeTemple Co., Inc.
Portland, Or
May 1, 2008
Project No. P507080048
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Tran S ystems TranSystems
1845 NE Couch Street
, _ OF TIGARD OR 97232 -3054
Approved � flAt 41 .N.rr 1ZTW'S Te (50 Portland,
^')nditionall Approved t }cj Tel (503) 232-2117
y pproved t 1 Fax (503) 232 -8023
F x only the voic.as describeddim:
F" ANT NO. c 20 0f - 0122.%_D www.transystems.com
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Title : Job #
Dsgnr: Date: 7:40AM, 1 MAY 08
Description :
Scope :
Rev: 593016
User: Kw- 0600619. Vet 5.9A.1- Nov-2006 ASCE 7 -02 Earthquake Load Calculations Page 1
:01983-2006 ENERCALC Engmeenna Software detemple.ecw.Cakulations
Description Zip 97224
Occupancy Category ASCE 7 - 02 Table 1 - 1, 2003 IBC Table 1604.5
"II" : All Buildings and other structures except those listed as Category I, III, and I
Occupancy Importance Factor = 1.00 ASCE 7 -02 9.1.4
Seismic Use Group = r ASCE 7 -02 Table 9.1.3
Ground Motion ASCE 7 -02 9.4.1.1, 2003 IBC 1615.1
Latitude = 45.408 deg North
Longitude = 122.810 deg West
Location : Portland, Washington County, OR 97224
Max. Ground Motions, 5% Damping, from USGS 1996 maps : S s = 1.054 g, 0.2 sec response
S 1 = 0.373 g, 1.0 sec response
Site Classification ASCE 7 -02 Table 9.4.1.2, 2003 IBC Table 16.15.1.1
"D" : Shear Wave Velocity 600 to 1,200 ft/sec = D
Site Coefficients Fa & Fv ASCE 7 -02 9.4.1.2.4, 2003 IBC 1615.1.2
(using straight - line interpolation from table values)
Fa = 1.08
Fv = 1.65
Maximum Considered Eartquake Acceleration
ASCE 7 -02 Equation 9.4.1.2.4 -1 & 2, 2003 IBC Equations 16 -38 & 16 -39
S = Fa • Ss = 1.137
S =Fv *S1 = 0.617
Design Spectral Acceleration ASCE 7 -02 9.4.1.2.5, 2 - -3 IBC 1615.1.3
S S me= = 0.758
Sol = SM *2!3 = 0.411
Seismic Design Category = D ASCE 7 -02 9.4.2.1, 2003 !BC 1616.3
( SDS is most severe )
Basic Seismic Force Resisting System ASCE 7 -02 Table 9.5.2.2, 2003 IBC Table 1617.6.2
NOTE! See ASCE 7 - 02 for all applicable footnotes.
Response Modification Coefficient " R " = 0.00 Building height Limits
System Overstrength Factor " Wo " = 0,00 Category "A & B" Limit: Limit =
Deflection Amplification Factor " Cd " = 0.00 Category "C" Limit: Limit =
Category "D" Limit: Limit =
Category "E" Limit: Limit =
Category "F" Limit: Limit =
-,- .
Certified Drawing for RTU 04/24/2008
Project: - Untitledl8 10:43179
Prepared By:
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Page lofl
Packaged Rooftop Builder 1.11
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021610101119 ND MOWN= Mt MN rwsw JNo i ONION ( RATE 1APPRV
Amt: Tag: i I
/ ••.---- Rl OAe+Ab
Approval:
• s�vWT
1 3/a•TYP. /
53 7/18• E XISTING CURB LAYOUT �
331/4'
1 <,,.. °.°'-'‘' *
—.1 17 9/16' `
41 15/16'
58 1/t supoty 1
Ai:
tl 5/16' Return
An 27 1/16'
81 31P - - 53 7116'
— 27 1116•
5• 30 VC 1
25'
69 3/t•'
i f
-1--- / 60' ---- -7 3• . 91• 1
CURB SHOWN IS CDI STANDARD CONFIGURATION
CDI RESERVES THE RIGHT TO CHANGE LAYOUT APPOIWALS WTI M. 1- 2016 -4005
Noma. WITHOUT NOTIFICATION. IF CURB IS NEEDED IN A .— Dan Berm 6nooe
1. 1.5 ADDED TO OLD CURB 0.D DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED °'°"
2. MATERIAL: 18. 9A GALVANIZED STEEL PRIOR TO PLACING AN ORDER. ;: ::' "' •— NM'
3 G
ASKET PROVIDED WITH CURB , Nu
1 � r • '.. !Cae NW MI AVE N. 1- 20161005
CM ... t lEORO1/F....sus (�
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` TranSystems Page Number.
Trail Systems 1845 NE Couch Street Job Number: ,
Portland, OR 97232 Date: $ / f 1 013
Tel (503) 232 -2117 Fax (503) 232 -8023 Designed By:
www.transystems.com
Project: Men's Warehouse
Scope: Roof top unit
Adapter curb conn.
This worksheet calculates wind and seismic Toads and designs a foundation for an emergency generator. The
design is based on worse case wind and seismic Toads on the west coast using ASCE 7 -05 Minimum Design
Loads for Buildings and Other Structures.
Input Section:
Ss = Spectral Acceleration S s : =1.054
Fa = Site Coefficient F a ; = 1 . 08
Sms = Maximum Considered Earthquake
Spectral Response Acceleration S ms := F a .S s S ms = 1.138
SDS = Design Spectral Response
Acceleration Parameter S DS "= - 2--S ms S DS = 0.759
3
ap = Component Amp Factor a P : 1.0
Ip = Seismic Importance Factor I : =1.0
P
Rp = Component Response Modification
Factor R P : =2.5
z = Component Attachment Elevation z : =20 -ft
h = Structure Roof Elevation h : =20 -ft
Unit Height h := 4.1 -ft
u
Unit Length 1 : = 28 -ft
Unit Weight . wt := 1050•lb
Unit Base Width w : =4.5 -ft
Total Weight W := wt W = 1050 lb
P p
Worksheet Page t G: 1P008100081StruchrcakUtslLahyall .MCO
Transystems Page Number: Lc
T ran Systems . • 1845 NE Couch Street Job Number:
Portland, OR 97232 Date: 5
Tel (503) 232 -2117 Fax (503) 232 -8023 Designed By:
www.transystems.com
Project: Men's Warehouse
Scope: Roof top unit
Adapter curb conn.
Seismic Force:
0.4 • a p •S DS .W p z
F 1 •. 1+2• —; F =382 lb
P1 'R h; pl
I p ,
Not greater than:
F p2 : =1.6•S DS •I p •W p F p2 = 1275 lb
Not less than:
F 0.3.S F =239Ib
F p := if(F >F <F F =382 1b
Allowable Stress Design Load:
F
ASDF := P ASDF = 273 lb
p 1.4
Worksheet Papa 2 GAP0013100481Struct raAGlcallatanit.MCO
TranSystems Page Number: 7
Iran stems 1845 NE Couch Street Job Number. vxe,cx).ge
Portland, OR 97232 Date:
Tel (503) 232 -2117 Fax (503) 232 -8023 Designed By: s
www.transystems.com
Project: Men's Warehouse
Scope: Roof top unit
Adapter curb conn.
Wind Load:
Input Section:
Calculate Velocity Pressure:
Wind Speed V := 94.5
Wind Directionality Factor K d : =0.9
Velocity Pressure Exposure Coefficient K : =0.70
Topographic Factor K : •=1.0
zt Importance Factor 1:= 1.0
q Z := 0.00256.K K zt •K d •V Z .1• l 2 q Z = 14.403 Ib•ft
ft
Calculate Design Wind Load:
Gust Factor G : =0.85
Net Force Coefficient C f: =1.4
Projected Area A f := l .h u
F:= g F=512 lb
Maximum Horizontal Load:
V I : = if. ASDF >F,ASDF P ,F, V 1 = 512 lb
Worksheet Page 3 0:1P0013100481StructureflCsicsY.aterall.MCO
TranSystems Page Number:
1845 NE Couch Street Job Number: ccr> 4�
e 1'a ystems S
Portland, OR 97232 Date: 5 1 0.95
Designed By: 5
Tel (503) 232 -2117 Fax (503) 232 -8023
www.transystems.com
Project: Men's Warehouse
Scope: Roof top unit
Adapter curb conn.
Calculate connection loads:
h
Overturning moment OTM := V OTM = 1049 Ib•ft
2
Resisting Moment (Minimum) RM min : = 0.6•W p W RM min = 1418 Ib•ft
OTM – RM min
Uplift UPLIFT := UPLIFT = -82 Ib
w
Result := ifj UPLIFT <0 •Ib, "No Uplift" , "Uplift ") Result = "No Uplift"
UP := if( UPLIFT<0•Ib,0 .1b, UPLIFT) UP =0 Ib
Resisting Moment (Maximum) RM max := W W RM max = 2363 Ib•ft
RM max +OTM
Download DNLOAD2 := DNLOAD2 = 758 Ib
w
Four #10 screws per side, eight screws total:
T B : = U P T =01b
4
V
V B : = V =64Ib
8
Use #10 screws in 20 gauge material
T : = 114•Ib V A : = 257•lb
Check'Combined Loading:
T VB
L ' —+ U =0.249
T V
Worksheet Pape 4 G:IP008100481Struc u, CakslLat r MCO
TranSystems Page Number: c t
�/
t 1845 NE Couch Street Job Number: af5
Iran Systems Portland, OR 97232 Date: 1 08
Designed By: Q
Tel (503) 232 - 2117 Fax (503) 232 - 8023
www.transystems.com
Project: Men's Warehouse
Scope: Roof top unit
Existing curb Conn.
This worksheet calculates wind and seismic Toads and designs a foundation for an emergency generator. The
design is based on worse case wind and seismic loads on the west coast using ASCE 7 -05 Minimum Design
Loads for Buildings and Other Structures.
Input Section:
Ss = Spectral Acceleration S s : =1.054
Fa = Site Coefficient F a : = 1.08
Sms = Maximum Considered Earthquake
Spectral Response Acceleration S ms := F a •S s S ms = 1.138
SDS = Design Spectral Response
Acceleration Parameter s DS "=— •S ms S DS = 0
ap = Component Amp Factor a p : =1.0
Ip = Seismic Importance Factor I p : =1.0
Rp = Component Response Modification
Factor R P : =2.5
z = Component Attachment Elevation z : =20•ft
h = Structure Roof Elevation, • h : =20.ft
Unit Height h u : =5.0•ft
Unit Length 1 := 7.28•ft
Unit Weight . wt := 1150•lb
Unit Base Width w := 4.5 .ft
Total Weight W P : =wt W = 1150 lb
WpWMet Pap t G: W008t0048tSaucmaliCakstmxel .MCD
t TranSystems Page Number: I
Tra n Systems 1845 NE Couch Street Job Number:: 4$
Portland, OR 97232 Date: .5 i /08
Tel (503) 232 -2117 Fax (503) 232 -8023 Designed By:
www.transystems.com
Project: Men's Warehouse
Scope: Roof top unit
Existing curb Conn.
Seismic Force:
0.4•a •S DS p ! 2
FP1'= P ,14- 2 —.I F pt =4191b
P ` h
I
Not greater than:
F 1.6.S F 1396Ib
Not less than:
F p3 : = 0.3.S DS •I P • W P F P3 = 262 lb
F if;F >F P2 ,ifIF P1 <F F =419Ib
Allowable Stress Design Load:
ASDF ;= F P ASDF = 299 lb
P 1.4
Worksheet Page 2 G:tP008t000SevcrurahCaicstaterd.MCO
TranSystems Page Number: 1
1845 NE Couch Street Job Number: 48
Iran Systems Portland, OR 97232 Date: 5);) o8
Tel (503) 232 -2117 Fax (503) 232 -8023
Designed By: 5
www.transystems.com
Project: Men's Warehouse
Scope: Roof top unit
Existing curb conn.
Wind Load:
Input Section:
Calculate Velocity Pressure:
Wind Speed V : =94.5
Wind Directionality Factor K d : =0.9
Velocity Pressure Exposure Coefficient K Z := 0.70
Topographic Factor K := 1.0
Importance Factor I := 1.0
q Z := 0.00256 •K Z •K n •K d •V q z = 14.403 Ib•ft -2
ft
Calculate Design Wind Load:
Gust Factor G := 0.85
Net Force Coefficient C f: =1.4
Projected Area A f : =1 •h u
F:= g F =624Ib
Maximum Horizontal Load:
V 1 := if: ASDF >F, ASDF P , F V 1 = 624 lb
Worksheet Page 3 GAPOOMOOSiructuralTalcillateral.MCO
, -
•
TranSystems Page Number: _ 2-
1845 NE Couch Street Job NumbesvoA-9
Tra n Systems Number , v
Portland, OR 97232 Date: S /, Jdg
Tel (503) 232 -2117 Fax (503) 232 -8023 Designed BY: sr,
www.transystems.com
Project: Men's Warehouse
Scope: Roof top unit
Existing curb conn.
Calculate connection Toads:
h
Overturning moment OTM := V OTM = 1560 Ib•ft
2
Resisting Moment (Minimum) RM min :=0.6•W p •W RM min = 1553 Ib ft
2
OTM - RM min
Uplift UPLIFT := UPLIFT = 2 lb
w
Result := ifY UPLIFT<0 •lb, "No Uplift" ,"Uplift" Result = "Uplift"
UP := if(UPLIFT<0.Ib, 0.Ib, UPLIFT) UP = 2 Ib
Resisting Moment (Maximum) RM max := W RM max = 2588 lb-ft
p 2
RM t OTM
Download DNLOAD2 := max DNLOAD2 = 922 Ib
w
Four 1/2" lag bolts per side, 10 bolts total:
: =UP T =0lb
B
4
V
V B := _ V =62Ib
10
Existing connection: 1/2" x 3 1/2" lags at 24" o.c.
T A := 658•Ib V A : = 190•Ib
Check Combined Loading:
U• TB U =0.329
T V
Worksheet Pape G:W00a0048aS5uc5, C*cse.staalMCD
T
:,
18755 S.W. Teton
Tualatin, OR 97062
\ C
D RIREFC Phone #: (503) 691 -4338
® O FAX #: (503) 691 -6412
iniminc.
Job Name: Bingham Today's date: 4/24/2008
Location: Quote Number: DC9158
Customer: De Temple
Contact: Mike Schall
Estimated by: David Christianson
Airefco is pleased to offer the following equipment for the above project. Sale is subject to our standard
terms and conditions. Items on drawings or stated in specifications that are not included in this quotation
must be provided by others.
Qty Mark For Model Description
3 RTU 48TMD014 -A-6 Std Eff Low Gas Heat Single Pkg Rooftop 12.5 Tons 460 -3-60
3 MM0688 -0200- DNFLOW ECONOMIZER W /ENTHALPY CONTROL — field inst.
54920
3 CDI 1- 2016 -4005 Curb Adaptor
Total
Our total price for this equipment is: $19,290
This quote expires: 05/25/2008
TERMS:
NOT INCLUDED: extra filters, manual outside air dampers, external vibration isolation, seismic restraint,
seismic calculations, disconnects, smoke detectors, thermostats, start-up, labor warranties, owner training,
electrical wiring, conduit, rigging, storage or any other accessories or controls not listed above. All
accessories are field installed unless otherwise noted.
Sales and excise taxes are not included. Quotations per Airefco standard terms of sale.
JOB NOTES:
Y
i .
ADDITIONAL TERM AND CONDITIONS OF THIS QUOTATION
1. Definitions. notices on each Job. Job information is required at the time the
a. "Airefco Inc., an Oregon corporation, and Its Hadco Supply and Nor quotation is accepted and an order is placed based on the quotation.
Air divisions. All sales are subject to the prior approval of Airefco's Credit
b. "Buyer" means the customer of Airefco named on the face of this Department.
Quotation. 7. Delays or Failure to Fill Orders
c. °Equipment" means the equipment and/or material described on the Aire fco shall be excused from and under no circumstances shall be liable
Quotation becomes a contract in accordance with the procedure for any delay in performance or failure to fill any order or orders due to:
described in paragraph 3 below. acts of God; war; riots; freight embargoes; acts of civil or military
d. "Manufacturer means the manufacturer of the Equipment named authorities; fires; floods; accidents; quarantine restrictions; labor disputes;
on the face of this Quotation. strikes; delays in transportation; inability to secure fuel, materials,
2. General. supplies or power at current prices or on account of shortages thereof;
a. AU orders and correspondence relating to this Quotation must refer any existing or future laws or acts of federal, state or local governments
to the JOB NAME, which appears on the face of this quotation. (including specifically but not exclusively any orders, rules or regulations
b. Terms and conditions of Buyers' purchase orders pursuant to this issued by any official or agency of any such government) affecting the
Quotation which are additional or conflict with the terms and conduct of Airefco's business with which Airefco in Its judgement and
conditions set forth herein shall be wholly void and totally ineffective discretion deems it advisable to comply as a legal or patriotic duty; or any
for all purposes and shall not apply to the sale or shipment of the other circumstance or cause beyond the control of Airefco in the
Equipment. The sale and shipment by Airefco of such Equipment reasonable conduct of its business, including but not limited to delays by
shall be exclusively subject to the expressed terms and conditions or failure of Manufacturer(s) in providing Equipment to Alrefco.
of this Quotation and no other document unless Buyer promptly 8. Disclaimer of Warranty; Buyer's Remedies.
notifies Alrefco In writing to the contrary and Alrefco expressly gives a. With respect to all Equipment, Buyer agrees that its sole remedy in
its written assent to such additional or conflicting terms and case of any defects shall be such remedy, if any, as is afforded by
conditions. the Manufacturer's warranty, or such other remedy against the
3. Quotation to Become a Contract. Manufacturer contract or law. Airefco itself disclaims all warranties,
THIS QUOTATION SHALL BECOME A CONTRACT express or implied, including but not limited to, any implied warranty
BETWEEN AIREFCO AND BUYER WHEN: for any particular purpose or use, of quality, of productiveness or of
a. Airefco receives Buyer's written acceptance on the face of this capacity, with respect to any such equipment.
Quotation within thirty (30) days from the date the Quotation is b. If the Equipment supplied to Buyer fails to conform to the
given or when the Buyer issues a written or verbal Purchase Order descriptions stated on the face of this Quotation, Buyer shall notify
to Airefco based on this Quotation. Airefco, In writing, of such condition within ten days of delivery of the
b. Airefco based on a written or verbal Purchase Order or a signature Equipment. Airefco shall have a reasonable opportunity to inspect
of acceptance on Airefco's Quotation, places an order with the said Equipment. If the Equipment designated by Buyer In Its written
Manufacturer, reserves equipment enroute from the Manufacturer, notice fails to conform to the descriptions stated on the face of this
or reserves equipment In stock. Subject to credit approval. Quotation, Airefco shall take such action as it deems appropriate,
4. Taxes. Including replacement of the nonconformity; however, Airefco shall
Prices quoted herein do not include any existing or future sales, which not be responsible for labor charges for removal or reinstallation of
are or may be levied upon the sale, delivery or service of the Equipment such Equipment or charges for transportation, handling and shipping
quoted herein by federal, state or other governmental authorities. Such or charges for refrigerant losses. Airefco's sole obligation for
taxes shall be for the account of the Buyer who shall promptly pay the nonconforming Equipment shall be to replace or modify the
amount thereof to Airefco on or before the time when such tax or taxes Equipment which is nonconforming. No Equipment shall be
are payable by Airefco to applicable taxing authority or authorities. retumed without Airefco's consent.
5. Shipment and Deliveries. c. In no event shall Airefco be liable to Buyer for loss of profits,
a. Unless otherwise specifically agreed to in writing, Airefco does not consequential, incidental, Indirect or special damages arising out of
guarantee a particular date of delivery of the Equipment. The tort, breach of warranty, delay in delivery, use, installation or
shipping date quoted on the face of this quotation is an estimate of maintenance, or any other breach of contract, representations or
the approximate date of shipment, obligations, with respect to such Equipment, Airefco's maximum
b. Unless otherwise specified on the face of this Quotation, all liability shall not In any case exceed the contract price for the
shipments and deliveries shall be F.O.B. shipping point, with Equipment claimed to be defective or nonconforming subject to
shipping charges to be paid by Buyer to the carrier. Risk of loss Airefco's right of removal and return of such Equipment
shall pass to Buyer upon delivery of Equipment by Airefco or d. All of the foregoing shall constitute Buyer's sole and exclusive
Manufacturer to the carrier. In the absence of specific Instructions remedies and Airefco's pole and exclusive liability for supplying
Alrefco will select the carrier but shall not thereby assume any nonconforming or defective Equipment.
liability In connection with shipment nor shall the carrier be 9. Non - Waiver Alrefco.
construed to be the agent of Airefco. Airefco's failure at any time to require performance by Buyer of any provision
c. If partial shipments are contemplated pursuant to this Quotation, of the Quotation shall not be deemed a waiver of future compliance therewith
Airefco shall have the right to deliver any portion of the Equipment and shall not affect the right of Alrefco to require compliance therewith anytime
quoted herein and to bill Buyer therefor. Buyer agrees to pay for thereafter.
the same in accordance with the terms of payment as stated on the 10. Arbitration of Disputes.
face of this Quotation. Claims, disputes, or other matters in question between the parties to this
d. Shipments and deliveries of Equipment shall at all times be subject contract arising out of or relating to this contract or breach thereof, may, at
to approval of Airefco's Credit Department. 11 Buyer fails to make Airefco's option, be subject to and decided by arbitration In accordance with
any payments in accordance with the terms stated on the face of the Construction Industry Arbitration Rules of the American Arbitration
the Quotation, or is in default with respect to any other obligation to Association currently in effect unless the parties mutually agree otherwise.
Alrefco. Alrefco, in addition to its other rights and remedies, but not 11. Collection Costs.
in limitation thereof, may at its option, decline to make shipments or In the event of a default, and Airefco retains attomeys to assist In collection of
delivers hereunder except upon receipt of payment or satisfactory the contract, Buyer shall be liable for all of Airefco's reasonable attomey fees,
security or upon terms and conditions satisfactory to Airefco. costs and disbursements in that collection action including, but not limited to,
e. If Buyer does not accept or provide suitable storage space for any all fees and costs Incurred in informal and/or formal litigation and/or arbitration
delivery, the Equipment may be stored by Alrefco at Buyer's risk both in the trial and appellate levels.
and expense. 12. Governing Law.
6. Payment. This quotation and resulting contract shall be govemed by and construed in
The terms of payment, unless otherwise stated on the face of this accordance with applicable laws as enacted in the State of Oregon. Venue
quotation shall be Net 10 Prox from the date of Airefco's invoice. A and Jurisdiction for litigation, or arbitration, which may
1 -1/2% (18% per annum) service charge will be assessed on those Arise shall be in the State of Oregon, County of Multnomah.
Invoices not pald by the due date. Airefco's policy is to file delivery
C ar r ier
WEATHERMAKER - 48TM
3 THRU 12 -1/2 TON SIZES
PACKAGED ROOFTOP GAS HEATING /ELECTRIC COOLING UNITS
3, 4, 5, 6, 7 -1/2, 8 -1/2, 10 and 12 -1/2 Tons
• Tool -less filter access door.
. "" • Copper tube aluminum fin coils with optional corrosion resistant coils.
` . - - ( •Refrigerant filter drier.
= • Low - pressure/loss of charge, freeze protection and high- pressure
r;; �� I switches on all units.
• Fully insulated cabinet.
• Pre - painted exterior panels and primer coated Interior panels tested to
P, 500 hours salt spray protection.
1 zy • Belt drive evaporator -fan motors with adjustable pulleys.
. di
. Permanently lubricated evaporator fan motor.
f - � `� • ermane refrigerant metering system.
• Single point gas and electric connections.
i � ! "'� • Thru -the bottom power entry capability standard.
1 • Two -inch disposable return air filters.
• 24 -volt control circuit protected with resettable circuit breaker.
t
• Exclusive non - corrosive composite condensate pan in accordance with
`� ASHRAE 62- Standard, sloping design. Side or center drain.
' ® • Full perimeter heavy gauge base rail with built-in rigging adapters and
4 t' fork truck slots.
• Operation performance documentation provided from run test.
WEATHERMAKER SERIES -- ASHRAE 90.1 COMPLIANT • Automatic changeover when used with auto- changeover thermostat.
one-piece gas heating, electric units that are • Low outdoor temperature cooling operation to 25° F.
48TM units are one-
P 9 g. • Maximum outdoor temperature cooling operation:
prewired and precharged with R -22 (HCFC). The units are TMO04 -008, 012 115° F
factory tested in both heating and cooling modes. They are TM009, 014 125° F
rated in accordance with ARI Standards 210 (004 -012 sizes) and • Condenser motors are totally enclosed with permanently lubricated
ARI 360 (014 size), designed in accordance with UL Standard bearings.
1995, and listed by Underwriters' Laboratories. Heating:
• Industry exclusive IGC solid -state control. IGC provides full on -board
Approved and certified by: diagnostics with flashing LED for error code designation, sophisticated
induced draft fan and bumer control logic as well as energy savings
n ;j . n11,i ' indoor fan motor delay.
..illl1 •• ♦I • IGC provides industry exclusive anti cycle protection for gas heat
P ,, FI , E 0 FEFF()Qti1.RCt:
�+ c ER�fi E f R ItrIEO operation.
C V S ° TlrHE C , T , • Induced draft combustion.
x ° w� . `••"'" " • Solid -state electronic direct spark ignition system (pilotless system).
(004 -012 size) (014 size) • Redundant gas valves, with two -stage heating.
• Flame roll-out safety protector.
STANDARD 48TM FEATURES INCLUDE: • Dedicated "L, M, & N" 3 -5 ton - Low NOx" models that meet California
• All models comply with ASHRAE 90.1 minimum efficiency Air Quality Management NOx requirement of
requirements. 40 nanograms /Joule or less
• Units are listed by UL and UL, Canada, certified by ARI.
• Downflow to horizontal convertible for slab mounting. Options including but not limited to:
• SEER's up to 10.0. EER's to 10.1. • PremierLink Direct Digital Control
• Scroll compressors with intemal linebreak overload protection. • 115 volt Convenience Outlet.
• Single compressors on 3-6 ton sizes. • Non -fused Disconnect Switch.
• Dual compressors on 7 -1/2 to 12 -1 /2 ton sizes. • EconoMi$er+ with CO2 Sensor compatibility for IAQ control
• Corrosion resistant coil options for evaporator and condenser
• Choice of alternate or high static motor for expanded airflow capability.
Packaged Rooftop Builder 1.11 Page 1 of 1
Unit Report For RTU
Project: — UntilIedl8 04 /24/2008
,Prepared By: 10:43AM
Unit Parameters Dimensions (ft. in.) & Weight (1b.)***
Unit Model _ _48TMD014 -A-6 Unit Length T' 3"
Unit Size 014 (12 -1/2 Tons) Unit Width 4' 10"
Volts- Phase -Hertz 460 -3 -60 Unit Height 4' 1"
Heating Type' Gas Base Unit Weight 1050 lb
Duct Gig Vertical Supply / Vertical Return "' Weights and Dimensions are approximate. Weight does not include roof
Heating Capacity: curbs, unit packaging, field Installed accessories or factory
Low Heat Installed options. Approximate dimensions are provided primarily for
shipping purposes. For exact dimensions and weights, refer to appropriate
product data catalog.
Lines and Filters
Gas Line Size 314 in.
Condensate Drain Line Size 314 in.
Return Air Filter Type Throwaway
Return Air Filter Quantity 4
Return Air Filter Size 20x20x2
Unit Configuration
Standard Electra- Mechanical Controls
Alternate Motor
AI /Cu Cond and Evap
Warranty Information
First Year - Parts Only (Standard)
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
48TMD014 -A-6 Rooftop Unit 3
Base Unit
Standard Electro- Mechanical Controls
Alternate Motor
Al/Cu Cond and Evap
Packaged Rooftop Builder 1.11 Page 1 of 1
f �
Performance Summary For RTU
Project: — Untitledl8 04/24 /2008
Prepared By: 10:43AM
Part Number:48TMD014 -A -6
ARI EER• 9.50
IPLV _..__._._ 9.7
Base Unit Weight ____..._..._ 1050 lb
Base Unit Dimensions
Unit Length* _. 87.4 in
Unit Width _.___.__._.___._..__.57.8 in
Unit Height 49.3 in
Unit Voltage-Phase-Hertz 460 -3-60
Air Discharge Vertical
Fan Drive Type Belt
Actual Airflow _ 5000 CFM
Site Altitude 0 ft
Cooling Performance
Condenser Entering Air DB• 95.0 F
Evaporator Entering Air DB• 80.0 F
Evaporator Entering Air WB• _._.. 67.0 F
Entering Air Enthalpy ___ 31.44 BTU /Ib
Evaporator Leaving Air DB• _ 59.2 F
Evaporator Leaving Air WB: .._._..._..__...._...........__ ._.._ _57.8 F
Evaporator Leaving Air Enthalpy :._._ 24.88 BTU/Ib
Gross Cooling Capacity 147.60 MBH
Gross Sensible Capacity _ _ 112.50 MBH
Compressor Power Input* 12.44 kW
Coil Bypass Factor 0.110
Heating Performance
Heating Airflow:..._______ _ _......__._5000 CFM
Entering Air Temp 70.0 F
Leaving Air Temp .... .103.1 F
Gas Input Capacity:__._....._ _........_...._..__._........_. _ 180.0 / 224.0 MBH
Gas Heating Capacity 179.00 MBH
Temperature Rise _ ........._._._.__...__.._ ___33.1 F
NOTE :..__.___.__ Second Stage
Supply Fan
Extemal Static Pressure 0.75 in wg
Fan RPM 1071
Fan Power: _ ............._..._...3.93 BHP
Electrical Data
Minimum Voltage' 414
Maximum Voltage 508
Compressor Qty . • __...._._...2
Compressor RLA (ea) 9
Compressor LRA (ea)* 75
Outdoor Fan Motor Qty 2
Outdoor Fan Motor HP (ea):.._.__ ___ _1/4
Outdoor Fan FLA (ea):_ _ 0.7
Indoor Fan Motor Type _ ._ __Alternate
IFM Max. Continuous BHP ...__ __...... _._.._..... ___..... _.._ ... _ 5.25
Indoor Fan Motor FLA 7.4
Power Supply MCA: __29.1
Power Supply MOCP, Fuse or HACR, U.S.A • 35
Min. Unit Disconnect FLA 31
Min. Unit Disconnect LRA _ _ 213
Packaged Rooftop Builder 1.11 Page 1 of 4
Performance Summary For RTU
Project: — Untitledl8 04 /24/2008
Prepared BV: 10:43AM
Electrical Convenience Outlet: None
Acoustics
Sound Rating 86.0 db
Sound Power Levels, db re 10E -12 Watts
Discharge Inlet Outdoor
63 Hz 98.7 95.0 63.7
125 Hz 96.2 89.4 69.9
250 Hz 84.7 74.9 72.5
500 Hz 78.8 70.7 78.2
1000 Hz 75.6 68.6 81.1
2000 Hz 72.2 64.6 77.3
4000 Hz 75.5 64.9 73.3
8000 Hz 77.6 62.6 66.8
A- Weighted 85.4 77.4 84.2
Packaged Rooftop Builder 1.11 Page 2 of 4
Performance Summary For RTU
Project: — Untitledl8 04/24/2008
Prepared By: 10:43AM
Fan Curve
z.
,.6
lailais � E -a:4, - its
a ��
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,.4 M r i .: is
L 11 111 111 MNIMIBIrkAt.;* 01%,t-i LIO: f NI
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111111
o.•
0.0 0.7 1.4 2.1 2.8 3.6 4.2 4.9 5.6 6.3 7.0
Airflow (CFM - thousands)
RPM = 1071 BHP = 3.93 Maximum RPM = 1130 Maximum HP = 5.25
Note: Please contact application engineering for selections outside the shaded region.
SC - System Curve RP - Rated Point
Packaged Rooftop Builder 1.11 Page 3 of 4
Certified Drawing for RTU
Project: -Untitledl8 04/24/2008
Prepared By: 10:43AM
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UNIT WEIGHT WEIGHT N M
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LBS. KG. LBS. KG. LBS. KG. L85. KG. LBS. KG. LBS. KG. LBS. KG. FT. -IN. MM FT. -(N. MM FT. -IN. 101 FT. -IN. MM g
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48((8009 650 399 191 97 163 74 242 110 264 129 1• -2 7/8' 328 3' -5 5/16' 1050 2 "-9 11/16' 858 3 -2 7/16' 672
4854.009 1015 460 223 101 188 e5 279 126 327 148 I -2 7/8' 378 4'-1 5/16' 1253 3 '-0 3/8' 924 2 -10 7/16' 875 - 0
450.012/4811a012 1035 469 225 102 192 87 285 129 333 151 1' -2 7/0' 376 4' -1 5/18" 1253 3'-0 3/8' 924 2 " -10 7/16' 875
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011) ACCE550R( FACRASES -
2. O CENTER CO 0880115. OUTSIDE AIR* CRPRINOt00lW1, 2031. 3801, CR 4401
3. A 2/ E OIAE[ ELM. 75884810 IRE RE0'0 50.E
TION OF AIR p. TT(
4. CAA Ea11CAL D15C1uAGt WITS, IIUCiNORX TO BC 417401E0 REAR S } --- 1 - - - - - 1/2' ACC. 7/6
CGLIIT 51T/ USE SITES 001.)
10 ACCESSORT ROOF T OR 1,2213MA TO L ()Be m 3 " - 3/8' (1025] 0 • - 9/16"
1
901115 FIELD SL 51 F BE *11ACFED FILTER/ECONR11ZEa ACCES5 P.S. P.S. F/ ONOMISER. AND (90) 3/i (001.000 POWER. 1 1/6 (2/.ii
MO I SC @ COEN WI. PSI ALL ON:WM MLO 605ER EX5 W55 r COAXER "6' 1 I/O' (001 1 ,89 19OKRa 1 54
BE A(i RIE FW4E9 0081688 COIL (000 1/3 For GIS 1 1/4'01.01
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ONE 510E 12 DOES RE 01188. TIE SIVE GETTING 118 1/ E3APORA ?CRr 1 1401 PURL P =AMR 1'J.f.A50165 15 08110X4.. . 1 ROOF 069!81 1 1' 51
0011 1 f f FN 8
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Ng 103709, 181418 . BOX SIOF 42 IN. 880 AEC. I vEATICAL i (3201 / / /// p..
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6. PI 1M TIE ExC PTIO1 6F 0E a/ MYF FOR THE CO.SEMSER LEFT i 4111 IN BASFPAN 650 G
578 .50, b. _ 1,011 y A 2'-{ 3/a' ..
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7. 17x113 107 6SEE 11BTA4AEO ON COPIUS 10.E FLOORS 1)008 -�' _ • 2 (660)
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0p0p9g 1' -11 161 Mmo9 012 AAp 014 0' -9 7/8 0' -1 1$/16' 0' -4 11 /Is' - - - 1 S - ^ 5
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a,
0 (7191 (3201 FILTER ACCESS PANEL - -- - - 7 . / (015P09A8LE FILTERS*
III
fACTORT SLPDL IEO RETURN1
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�%i CONDENSER COIL I 95 0X88 800854 PANEL 2020AL1
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IF (6 8 1' -1 7/9" 1 ®8X 1708 `` 1 1). ,---- m 0 0 " -3 5/16} P 1 03527 1 IpR120X7A1 1„ __ 1 1 OUT9� O
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Packaged Rooftop Builder 1.11 Page 1 of 1
1, .i
onaraoC MI taAOCOD PER Alai Yu1rlm REVISIONS
NO.IREV. DESCRIPTION I DATE IAPPRV
Attn: Tag:
Return Air
Approval:
Supply Air
1 3l4'TYP.
537/16" E XISTING CURB LAYOUT ; ``
i 7
33 1/4'
179/16' F.—
41 15/16"
58 1/2" Supply
Air
41 5/16' Retum 27 1 /16"
Air _1_ '
81 3/4' 53 7/16' —+{
T j 27 1/16"
i 5" 301/4'
2I5 I � 69 3/4"
1 / 1
I - 60' IL 3" 94'
CURB SHOWN IS CDI STANDARD CONFIGURATION ,
CDI RESERVES THE RIGHT TO CHANGE LAYOUT AMMO. J WYE m.. 1- 2016 -4005
Notes: WITHOUT NOTIFICATION. IF CURB IS NEEDED IN A Dan Bimxe 5/10106
1. 1.5" ADDED TO OLD CURB O.D DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED ........
•
2. MATERIAL 18. ga. GALVANIZED STEEL .VERIFY !XIS rING IU Do m'
3. GASKET PROVIDED WITH CURB
PRIOR TO PLACING AN ORDER. RB 'VERIFY SUPPLY AND RETURN OPENINGS �.. ^ �
NOTE ANY CHANGES , 6660 56TH AVE N. 1-2016-4005 1 m.
'CALL WITH ANY QUESTIONS CDI MAPLE GROVE, MN 66366
'FAR BACK IF DRAWING IS OK AS IS (767 791 - 7760 Ica.
67761 -7561 .um. 1 :20 I •AV: 1 or 1
•
f U B M/ T T A 1 M i c ro Met I Down Discharge Economizer with Part Number:
FORM NO. 2902 -4P DATE: 02 / 03 100% Relief Capability 0688 -0201
SUBMITTED TO for Carrier 48/50TF HJ HJQ TM 008 -014
COMPANY:
DRAWN BY: M. HARGIS
JOB NAME:
EQUIPMENT: 0688-0201 Static Pressure Loss
NOTES: Through Economizer 0688 -0201 Barometric Relief
0.400 3000
FEATURES: 0.350 2500 z
• Gear driven dampers eliminate slippage associated with m 0.300 standard linkage. i n 0.250 2000
• Designed specifically for down discharge applications. Easy 4eturnAir ,' to install. Easy to service. a 0.200 1500
• Lower static pressure loss through economizer dampers. = 0 outsldea. • Greater barometric relief capabilities. (r) 0.100 7000 • Factory assembled rainhood with aluminum filters in both soo outside air and relief hoods. 0.050
• Uses filter access door shipped with HVAC unit. 0.000 0
• Rainhoods are sloped for 0 1000 2000 3000 4000 5000 6000 0 0.05 0.1 0.15 0.2 0.25 0.3 0.35
water run -off. Airflow (cfm) Static Pressure (In w.g.)
• Hardware cloth over relief damper.
• Many control systems, ECONOMIZER PART NO.S
with plug-in harness, 4.0„,.....--.....- �� 0688- 0201 -00920 Economizer with no controls Access door
( 14 shipped with Side View
are available. 1 ))
`` 0688 0201 - 9J920 Economizer with modulating HVACUntt
adjustable dry bulb controls ,
0688 - 0201 -54920 Economizer with modulating Fitters
1
enthalpy controls
,. Economizer motor Evaporation
i .,.
and harness l _ _ _ _
coil I I
Gear driven
Oil" Sloped ,
% � dampers Q '` 0 ,e �'� 293/8" 1� I� ' \ Economizerincludes I f ~ \
Outside ■
/
(:neYweI lN7212 � � I0 � � ctroNer with CO2, .- demd control and power � I haustcontrol. Aluminum water I 0 ;
p entrainment fitters
00
Rainhood ships Relief air
fully assembled
THIS DOCUMENT IS THE PROPERTY OF MICRO METL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MICRO METL'S WRITTEN CONSENT.
MICROMETL CORPORATION • 3035 N. SHADELAND AVENUE, SUITE 300 • INDIANAPOLIS. IN. 46226 • 1-800-662-4822 -- MICROMETL WEST • 202 SOUTH 18TH ST. • SPARKS, NV 89431 •1 -800- 884 -4662