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Specifications • • RECEIVED • OCT 09 2012 Pure Air Co. CITYOFARD Ty Bilyeu BUII DINGDNISION _ 5819 HAFEZLN_NE —_ ALBANY, OR. 97322 CCB# 135328 541 - 619 -3445 • Subway 11634 SW Pacific Hwy. Tigard Or. Mechanical • Scope of work: Install one York roof top package unit on the roof of the new addition on the Subway. The unitis a gas pack 3 ton 13 seer unit. The ducting for the new addition will be 6 new 8" r -4 flex runs to new t -bar grills and one return air. Twelve feet of new gas line will be run to new unit. CITY OF TIGARD Approved iiWcrt, Conditionally Approved [ ] • See Letter to: Follow [ ] Attached . ... [ ] Pennit ---°‘ Gj By: ' Je Date: • MI 'Z Approved plans shall be on job site. �. OFFICE COPY • A8.1 - 1 � A8.2 II. 1 — l r - I -tom = � - I f 1 8" CMU cl I a >< F XII. . . . .... N EXIST 8 " 1 45 CO cm. WALL - I I 00 Q 1 5 - 4" SLA: ■ • E- A8.1 00 '. 4 WITH 6X6 W2.9X2.9 ESH AT WIRE M I 1 �' MID DEPTH 1 1- 1 I 17 .G. a 1 1 /k II _ I o 0 ► f!✓-► R f EXIST. N . 1 SLAB I SL.B 1 I ' ., 1\0 , . r------ I - - --- i- 4 'ci : 0 � 6X6 POST I n 4 a' - I e r I i 1 i - 1 I 6_[s]_0.._ oi) 4X4 POST A e., " r 8" CMU ,. •.. 291626-YTG-B-0807 a yo R K DESCRIPTION Heating and Air Conditioning Yorke Affinity'"" Series packaged cooling/heating air condi- tioners are designed for outdoor installation. Only utility and TECHNICAL GUIDE duct connections are required at the point of installation. AFFINITY *" SERIES The single or Iwo stage gas -fired heaters have aluminized steel tubular heat exchangers and spark to pilot ignition. They SINGLE PACKAGE GASIELECTRIC are available In natural gas with field conversion to propane. AIR COOLED AIR CONDITIONERS FEATURING 2 THRU 5 NOMINAL TON • FACTORY MOUNTED TXV • COOLING /GAS HEATING UNITS (NATURAL GAS, SIN - DNP024, 030, 038, 042, 048 AND 060 GLE OR TWO STAGE) 13 SEER • LOW PROFILE • QUIET OPERATION • COMMON FOOTPRINT •' .•. -•„ • OPTIONAL SLIDE IN MOTORIZED DAMPERS �. ' ^- -- -.. OPTIONAL SLIDE IN ECONOMIZERS �.� � s • OPTIONAL PROPANE CONVERSION KIT ;�� , ` ?4�� % ;. „ • OPTIONAL HIGH ALTITUDE CONVERSION KIT (NATURAL GAS /PROPANE) �. /- ?` jj t ' f; ; • OPTIONAL LOW N KIT I 1 � } s ti r " ; . /,r, FULL PERIMETER BASE RAILS " ` ` : ' 5. �' BOTTOM AND SIDE UTILITY CONNECTIONS , jr ,, ,; ; ;-•';;' 1 OR 2 CLEANABLE FILTERS STANDARD ON ALL yJ ;; ;�: W ::' ; : ': ..: 3 PHASE MODELS. OPTIONAL ON 1 PHASE MODELS lt • N. ', • ' `' '` • • • WARRANTY -1 PHASE + • ' ` ;- , ' • 10 year compressor �`'. ' F ' , ti, • 20 year heat exchanger x � � - • 5 year other parts '•, 11g,� • WARRANTY - 3 PHASE • 5 year compressor • 10 year heat exchanger • 1 year other parts a ■11 • I �'... HCkfI.Ri'uiC; i .T c.tRlII 'Aa- .. ... .. am lianin 1103.41 \ Wein •.� ' E,"1CIENCY Gama ® Vil C US FOR DISTRIBUTION USE ONLY - NOT TO BE USED AT POINT OF RETAIL SALE As ALLSTRUCTURE 1 IL Engineering LLC 7140 SW Fir Loop, Ste. 231 *Tigard, OR 97223 v: 503:620. - 4314 • ■E503 :620. www.allstructure.com STRUCTURAL DOCUMENTS Project Allstructure # 12345.00 Mechanical Unit Support Subway Expansion Tigard, Oregon October 19, 2012 TABLE OF CONTENTS: • Sheet No. PROJECT SCOPE 1 CALCULATIONS 2 - 7 REFERENCE MATERIAL R1 - R10 NOTES: Alistructure Engineering LLC was retained in a limited capacity for this project and is responsible only for the items described in these documents. • O PROF g. F: 4 s % r4 N HA' Expires: 81304013 PROJECT INFORMATION: Name: Roof Top Mechanical Unit Subway Expansion Location: 11634 SW Pacific Hwy Tigard, Oregon Code: 2010 Oregon Structural Specialty Code Scope: This project is the analysis of roof framing to support a new #400 pound roof top mechanical unit and the design of the anchorage to the roof. Roof Snow: 25 psf Floor Live: n/a Wind: 95 MPH, Exposure B Seismic: Design Category D1 Sds: 0.74 Importance Factor: 1.00 R = see attached for seismic parameters S ALLSTRUCTURE Sv q-I i•+s■ BY DATE r -l- E n g i n e e r i n g L L C OIKBY DATE 7140 SW Fir Loop, Suite 231 ioe NO Z 3 H b �' v Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET I of • SuPFb2.; SP lu +tea+ PS SL = 2SF = 4o t 6t'` Coca = 4- A 1 ' I I?.4r,"lart P Q fi - 0.42 - ,wts c.) 0.1 two2 PAA r . c GJt 4 r�.�1 �� is ,0 ;weir',ael� S:+ ti ALLSTRUCTURE BY DATE /AI . Engineering LLC CHK BY DATE 7140 SW Fir Loop, Suite 231 JOB NO Tigard, Oregon 97223 v:503.620.4314 • f: 503.620.4304 SHEET 2 OF Title : Title Block Line 1 Job # A L L S T R U C T U R E Engineer. You can changes this area �l De sc.: using the 'Settings' menu item I and then using the 'Printing & . I: . Engineering L L C Tine Block' selection. ��, _ _ ± Title Block Line 6 Prmoea to OC T sou 5:33Pt 1 ° 1 �t ' rc :lt a t -L st . , l::i ;....? ul . : r J. t::. �'G te a 1 r d - Lic. # .7W - 06007 476 Licensee : allstructure engineering inc Description : rafter Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7 -05 Load Combination Set : 2009IBC&ASCE7 -05 Material Properties Analysis Method : Allowable Stress Design Fb - Tension 900.0 psi E: Modulus of Elasticity Load Combination 2009IBC&ASCE7 -05 Fb - Compr 900.0 psi Ebend- xx 1,600.0ksi Fc - Prfl 1,350.0 psi Eminbend - xx 580.0 ksi . Wood Species : DouglasFir -Larch Fc - Perp 625.0 psi Wood Grade : No.2 Fv 180.0 psi Ft 575.0 psi Density 32.210pcf • Beam Bracing : Beam is Fully Braced against lateral- torsion buckling D(0.101) D(0.101) i + D(0.03) S(0.05) i + L-4:- r t �ii:eww::a. - 44 ::;-' r11 .: l 7 . . . - r.__.1'1. ,.. ,. 1.: :`z.n."...- .. . .J..._�_..:.� rn ...;; >!.1- . .-: . 'L a :37?:...,.E • .. • • 2 -2x10 • Span = 11.50 ft •t:`edS ' ; *:: °-'t;,?tt - ` Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0150, S = 0.0250 ksf, Tributary Width = 2.0 ft Point Load : D = 0.1010 k a 3.750 ft Point Load : D = 0.1010 k (a) 7.750 ft , m'' �C. • l n� ~ 1: ( 611-13_,.4 A}...l471f Desi n OK Maximum Bending Stress Ratio = 0.419 1 Maximum Shear Stress Ratio = 0.131 : 1 Section used for this'span 2 - 2x10 Section used for this span 2 - 2x10 fb : Actual = 477.20psi fv : Actual = 27.09 psi FB : Allowable = 1,138.50psi Fv : Allowable = 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 5.750ft 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 0.063 in Ratio = 2202 Max Upward L +Lr +S Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.130 in Ratio = 1063 Max Upward Total Deflection 0.000 in Ratio = 0 <180 I •..� -,stets Te•�t:f!•� --.+ -> s°i ::err, •:.�r°. *..�.- � .. . g aidmttin o-rFE ; S:4, essfoc.:LdaittAtr` A'a`_�lbrrs ; Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd C FN C1 C Cm C t CL M fb Fb V fv Fv 40 0.00 0.00 0.00 0.00 Length = 11.50 ft 1 0.275 0.084 0.90 1.10 1.00 1.00 1.00 1.00 1.00 0.87 245.35 891.00 0.25 13.57 162.00 +1.)+S+H . 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =11.50 ft 1 0.419 0.131 1.15 1.10 1.00 1.00 1.00 1.00 1.00 1.70 477.20 1138.50 0.50 27.09 207.00 +0+0.750L+0.750S+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =11.50 ft 1 0.368 0.115 1.15 1.10 1.00 1.00 1.00 1.00 1.00 1.49 41923 1138.50 0.44 23.71 207.00 +0+0.750L+0.750S+0.750W+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =11.50 ft 1 0.265 0.082 1.60 1.10 1.00 1.00 1.00 1.00 1.00 149 419.23 1584.00 0.44 23.71 288.00 ' +0+0.750L+0.750S+0.5250E+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length =11.50 ft 1 0.265 0.082 1.60 1.10 1.00 1.00 1.00 1.00 1.00 1.49 419.23 1584.00 0.44 23.71 288.00 3 Title : Title Block Line 1 Job # A L L S T R U C T U R E Engineer: You can changes this area Project Desc° using the 'Settings' menu item Engineering L L C and then using the 'Printing & Title Bled' selection. Title Block Line 6 PMtt iB OCT 2012, 5:33PM :• . - is j tp+ty �r x� ry zcaz �• F ,�a� mLrY•r • wJL +i�-ly- .�rAa n ;'; j"""am - t;, f[�.;c �. . u. ., i, 1.F1.. - Lic. # : KW- 06007476 Licensee : alistructure engineering inc. Description : rafter Load Combination Span Max. Dell Location In Span Load Combination Max. Den Location in Span D+S 1 0.1298 5.808 0.0000 0.000 `' '� Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.561 0.561 D Only 0.274 0.274 S Only 0.288 0.288 D+S 0.561 0.561 EQUIPMENT ANCHORAGE DESIGN CRITERIA: R'U°: :': H = ! in HEIGHT OF UNIT W = �: 46:01 in WIDTH OF UNIT (LARGER PLAN DIMENSION) D = «'*<4700_ in DEPTH OF UNIT (SMALLER PLAN DIMENSION) CG„= 42 in VERTICAL CENTER OF GRAVITY CG 25 :00' in HORIZONTAL CENTER OF GRAVITY Wp = ,:.:: 4OG lbs WEIGHT OF UNIT Sos = Q..04.; 2 Wind :95. Exp 8. ':: :: (3-sec gust) Ip= : f..4: • ap = 10 G= :065` • R '25 Cf= X1.4 z = FO ft qh= :1$ 6 23.37 PSF Fp maz = 1.15 * W = 1.6 * SOS • IP (EQ. 13.3 -2) F = 0.346 *W = ((ap * Sos * Ip) / Rp) * (1 + 2 *(z / h)) (EQ.13.3 -1) Fp min = 0.22 *W = 0.3 * Sp * Ip (EQ. 13.3 -3) Fp ASD = I 0.2421* W = F we * 0.7, ASD level force . OVERTURNING AND LATERAL FORCES ON UNIT SEISMIC: Fp ASD = 97 lbs = F * W Wp Mor = 2419 lb-in = F * CG FIRES = 10000 lb-in = W * CG i R = 76 lbs = ( * MRES - Mor) / D Fp 11.9 R2 = 324 lbs = W - R WIND: ,1 i A./ET L/0(.. Pe i A= 11 ft =H *W • Fp= 257 lbs = Ce *Cq•gs *Iw *A R1 R2 Mar = 3213 lb-in = F * H/2 MRES = 10000 lb-in = W * CG R1 = 59 lbs = ( * MRES - Mar) / D R2 = 341 lbs = W - R /.co 4i T ap�r REFERENCE: ASCE 7 -05 SECTION 13 3 ALLSTRUCTURE BY DATE llt. E n g i n e e r i n g L L C Q1K BY DATE 7140 SW Fr Loop, Suite 231 • 108 NO Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET s OF IZN L-M1 P SuPeoezi' UJ14f • 10 LPN eel 8 ►• 1,) _ 4uall Lls • # s« s iy A eO - 1'4- Lt S c [a) * ku000 se glows 4 e ,,' 5 a - .._ SCR • As ,s_ ALLSTRUCTURE /: -'� BY DATE . � Engineering LLC CHK DATE 7140 SW Fir Loop, Suite 231 Tigard, Oregon 97223 JOB No Ti v: 503.620.4314 • f: 503.620.4304 SHEET 6 47- OF EQUIPMENT ANCHORAGE DESIGN CRITERIA: :RT1i : ° ° : :: :ii : H = ..'' . 33 :0& in HEIGHT OF UNIT W = 4800 in WIDTH OF UNIT (LARGER PLAN DIMENSION) D = ;::47:00 in DEPTH OF UNIT (SMALLER PLAN DIMENSION) CGrert= ? ::2S:# ' in VERTICAL CENTER OF GRAVITY CG ::' >00 in HORIZONTAL CENTER OF GRAVITY Wp = `i <<: 3'1Q: lbs WEIGHT OF UNIT SDs = .:,::: 1"4:72. . : . . . Wind l :;. .. . ...... (3-sec gust) ap= =10 G= :<1#:Ia� Rp = 23' Cf = `.'i4 z = ;.j:0 ft qh= .V 6 23.37 PSF h= :':i'l l F= 1.15 * W = 1.6 *S * Ip (EQ. 13.3 -2) F = 0.346 * Wp = ((ap * SDS * Ip) / Rp) • (1 + 2 *(z / h)) (EQ.13.3 -1) Fp min = 0.22 *W = 0.3 * S * Ip (EQ. 13.3 -3) Fp ASD = 1 0.2421* W = F use 0.7, ASD level force OVERTURNING AND LATERAL FORCES ON UNIT SEISMIC: F _AsD = 123 lbs = F *W P Wp MOT = 3084 lb-in = F * CG,,,R I MRES = 12750 lb-in = W * CGhorz I R = 97 lbs = (O. - Mar) / D Fp ►® R2 = 413 lbs = Wp - R, WIND: A= 11 ft = H *W • A Fp = 257 lbs = qz * G * qs *Cf * Iw * A R1 R2 MOT = 3213 lb-in = F *H/2 MRES = 12750 lb-in = W * CGhorz R1= 94 lbs = (0.6" MRES - Mor) / D R2 = 416 lbs = W - R • RFFERFNCF• ecr•G 7 nc e%="1-1901 19.3 / ti ALLSTRUCTURE BY DATE IT . .. Engineering LAC CHK BY DATE 7140 SW Fir Loop, Suite 231 JOB No Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET 1 of 6X6 POST i I ; .0. - _ _J .1 1 • I _\1 I t • •' id38 _ _ ... ......... > ° ° ► 0 4X4 POST 8' C&LJ ,a MAUL �� © 2X10 0 24' O.C. 1 ' I -1,' 1. a CMU WAU •BELOW li 1E & . H . - ,n. Q I . t il I ` 1 l 5-1/8 X 12' GLUTALI 1 2X10 0 "24' O.C. • '3 i . I i i I 1 i e ‘,.... . 1 _ E,' r NEW 1 I PROWDE 15/32- & N PLYW000 DEC 1 ,,, W/ 8D NALS 04' O.C..AT "PANEL EDGES - AND 012'_OC. AT- INTERMEDIATE e I Q , t , z! SUPPORTS PROVIDE BLOCKING AT ALL PLYWOOD PALL EDGES 1 . Il 1 DOUG JO5T Iri I CVO WALL BELOW :I I®I . 1 .II � , 1 i . I ®;_...... te= I 1.1.1111111111Bil (3) 2I8 Ai, MU WALL BELOW N v W Emu. NEW „I •ice N 8 , MI 4 2 • 9 f i _ i� (.y it 7 ; . idd3d31 _ _1 7 r I I 1 1 ; 8. cMU . 1 .1 i I I ', ,- i I .1 • ` .... ,o. WALL Ii • I: I ur 1 I I m 4 IIII • :,_ ►® I s � _ . I I I A8.1 C. h " ' I • I j • W29 WIRE WIT 6X6 I I I I (( m ESH AT ■ M � / MID -MYTH I , i =t am - 1 I _ I; , i , O1; 1 CC I I I .I il ,a Exis . .N - , _ ft , . ! ` Sly l I '. I I I . . T ~ • r 1 1 �_ 1 -- 4, 1 I : (_ 4 •¢ d Z 6X6 Post I I , i., a . I. I . __________Ir____-:_____77..:::—____71:— —I - i ; 6 EE J Aci, . ... • • Niae :, , -----\ J 4X4 POST , O• C6tV • 291826- YT<315 -0807' • • 1 yoRK . . DESCRIPTION Heating and Air Conditioning York . ssrlea packaged Ihsadrialr°Ont0- TECHNICAL GUIDE I%"era at .desi for oiddoor-Inetallaton• Only utilly and dud connections are required at the point of Installation.. AFFINITYTM SERIES . The single or Iwo stye gas•6red,heaters have aluminized steel tubular heat =changers and spark to pHot IgnIlon. They SINGLE PACKAGE GAS/ELECTRIC are awe In naturel gas with llektoOnverelen to propane. AIR COOLED AIR CONDITIONERS FEATURING . • 2 THRU 5 NOMINAL,TON' . • FACTORY MOUNTED TXV • COOLING/GAS HEATING UNITS (NATURAL GAS, SIN- t)NP02s. 030, 038, 042,048 ANC 060 0NP02 GLE,OR TWO STAGE) . • LOW PROFILE • ' • QUIET OPERATION - �''•'�� • COMMON FOOTPRINT . • • OPTIONAL.SLJDE IN MOTORIZED DAMPERS a ter: r' r � ' - ti • `` ` • OPTIONAL SUOEIN ECONON S ,� +� � OPTIONAL:PROt'14NE.CONVERSION KIT +'„.. Ks st' ;: • OPTIONAL HIGH AMTUDE CONVERSION KIT +. +: _ s • r• (NATURAL GASJPROPAN �?�`♦ / � �S h41\ •• of, • OPTlQNALI.OWNOxKIT > `•• t. ` . ? S •' FULL PERIMETER BASE RAILS i '. Ri • ::4%., - W .. • , • BOTTOM AND SIDE tlilUTY _CONNECTIONS . ' : ; :'� • • ; ; r OR, 2•=CLEANAt3LE FILTERS STANDARD. ON ALL . • 3 PHASE MODELS: OPTIONAL ON 1 PHASE MODELS . ; ; • % f► ' •• ' rr • • 1i194RRAlVTY - t :PHASE ♦•♦ i• • io year compleaaor +i...,.•;.„,.. `; . / • 20 year hest eu�iangai I .. %' • 5 year other parts • `'••1. • .` • ¶ RRANTY- 3•PUASE • 5 year cameras* • 10 year heate changer • ,i ril s ,•'.t _ • 1 year other parts ■e0ll / L L I I. Fi.Pf Ili' PM Irarrii004 ••a •• era+frulowltwrs •'• i ..__ 1 D II of C us . FOR DISTRIBUTION USE ONLY - NOT TO BE USED AT POINT OF RETAIL SALE REFER 4E 291828-YTG-B-0807 • • OVINCY PM CoaeeeuR NI1141a4Y MPAIA1a070 It- J007lTY�1M1AlIRW677p./WOC ;�Ej ; ;; - . MIXSi_ 1411411010 __ I___ 10. 0OTOI1�IMNIWN IPOPORATCOCOi ,.;:i; j - la7147liNCIM... �_ 00141fi' COPPlin 1011"47140 ∎! "; !CND ie 00. MAUR RAVE '- � � : '!�: .'. �;. . I "WM " `' Ali;. I ;' ' "\ 1:i � 1 'e6aaiaReo, • R�9AIO.OrIOY , 'laws:, MD .aw►7N1 �. 'ri.:l 111 ; l • 1 ` i lo .� * now 6010.l1. =name ' 7DWYIILKOCR mOROl� .01 / CDel f IROWERIGTOMAIMI 4ua6outa0asWYUNa Aursuutna a wars ow -.0 * • f01031r6a'LR • • l�6111 .. 7fA{NGl0.CC4 'FIGURE 2 - UNtT COMPONENT LOCATiON TABLE 1: PHYSICAL DATA • OUP 1100EL • 024 • 030.10 030.30 0311 042 .846 060 CENTRIFUGAL BLOWER 10x8 Iwo. x w IN 1030 10*8 lIxlo 12x11 12311 "12x11 BLOWER FAN MOTORHP 1/2 3/4 . 3/4 3/4 1 1 1 ROWS DEEP 2 3 S 3 S 3 9 FINS PER INCH 16 13 13 . 13 13 t6 10 I cE AREA (SR, R) 3.5 . 33 3.3 3.6 4.5 4.6 43 PROPELLER 01A (Y►.) - 22 22 22 " 22 22 22 22 CONDENSER FAN FAN MOTOR HP 1/4 1F1 1M U4 . 1/4 113 10 NON. CFM'TOTAL 2.200 . 2.400 2.400. . 2,400 2.420 3000 3100 ROMI3DEEP 2 1 1 2 2 2 2 CONDENSER. ARMS PE INCH 20 20 20 20 20 - 20 20 FACE AREA (Sq.Ft) 11.7 11.7 11.7 • 11.7 14.7 - 14.7 14.7 CHARGE REFRIGERANT 22Ob4142) 6 6/4 419 " 0/12 91e 0/4 816 FACE AREA FILTER BA � 2.6/19x10.6 26/19x 2.0193106 2.81100 C 10.0 3'111 Q 19.6x1 1.6 3.1/19.6x113 3.1/ 19311H3 S 01091113 rtead) NATURAL OAS BURNER 49 49 49 43 40 40 40 ORIFICE NO. (DiM Sh.) FURNACE PROPANE BURNER SECiiGN ) 58 IS 65 55 61 51 GAS CONNECTION SIZE 112 NPTI 1/2 WTI 112 NPTI 112 NPTI 1Q NM 112 NPTI 1/2 NPTI COMPRESSOR HERMETIC TYPE, (OIy a 1) Redp Raley Seidl Sad Reti S CRI -Sa d REFERENrz Gr oup 291828 YTG-8 0807 • • o a t ©foists o p 1 'N P PRODUCT CATEGORY r—C VOLTA4E cone_ ED • 22414 Pedigo Atr Cbn . 60. 208/231.40 25 =20er330 344 PRODUCTGBRERATaCN 48 .480440 2 amt • 1 a •_atdowreaen • - N01w8rAL NIGH GAB HEAT Q OUTPUT_ 810142441. LOW PRODUCT• I saes AD* UM e1S8EEDED' NiaLeacele I FACTORY INSTALLED on.M.000 BiUHt2s4OO BM) 4101124ALCOOUN3 NMURAI.GAB oft •af.00 imsi • CAPACITY WO • N - 0R•T2400eIUN.N0.e00STUN) 024..2480OBMMN .21.0 Red. pe0.50O0s mini P.M SUM) OM *IMO OWN , 110■ 110,000s1uN (MOO moo - Ws- eaoomurI 042 •48000 arm. 041•480.1o6111H IMO IP azooatulf FIGURE 1 PRODUCT NOMENCLATURE STANDARD FEATURESIBENEFITS CQNVERflBI.E AiRFLOW DESIGN -Th bottom duct open- ings are covered when they MM. the fa y ready tote • OPERATING EFFICIENCY - AI tinita.privfde high 'usedfai at side supply 1 side retu n if a botttm efficiencies and h a v e a m i n i m i a n AFUE o f 50% and SEER of s u p p l y /baton' return application Ie cleared. you simply 13.0. AllefIlderidetiexceed legislated minbm n tevefe. remove the two panels from the botionn if tte-unit and place' it.i1Y = Apr model el share a uortrmtcoalmen, them In the side supply / aide Often duct Oprednega . No panel ON 41* FLEIUB ittl • in a model s t i e s rho. The coal er lies' laroqutrod and no 41469890n' panel b � neoealv. • DinigaCt ., ConveRfthte sir*aw design Rows amen Said Sexyr and f) missy 5lyof eeltirg ale alit and pfadng NM proper tin- ndidmum bweritary. rage Union curb after the itterltal toed has been deter- mined. Field convertible duct comeecUons from side stmt tor, CONDENSATE PAN - A, non•eorrosive, tong4asting. va tteP. down 2tiot aftotts the instiller to have greater flexibility 'With tight an In positioned below the evaporatorcof to collect and less tm+entory. drain all Condensate. Leas collection of stagnate condensate LOVIfER.INSTAUATION COST - tr llaffon lithe. and costs will buildup. The condensate pan Conforms toASHRAE82- • are reduced by easy power end cordrol wiring con ecdons: 89 etendetde (derlilBtlOth lot ACCepfabie (ttQOOtAh Gu yfj. The smut base dbnenaton means -teas space Is required on CONDENSATE DRAIN - The heavy duty, 314 Inch NPTI cop - tte ground' or roof, plus, the installer can flt this wilt between per connection Is More durffiie over tae. T ii onreection le' the wheel wefts of full size pick -up truck. M models am well rigidly mounted to assure paper It and leek tight teat under 600 `' DURABLE FINISH - Wth a heavy duly made of pow. All knits ere eomplotely v lead, charged With R42 and tested der-pain/eft galvanized steel the neutral color Wends into prior to shipment Unique test stations using a new state of the surrounding areas. The powdered petit provides a better art computerized process system are used to insure product paint to steel bond, which resists corrosion and rust creep. WSW r. ReWigelsnt charge and component part tfumbare are The sped al prNner form! ris and gioesy finish insures less' verU1ed via computers at assembly. Vital fiat test steddlos fading when exposed to sunf>Aht end offers a more attractive such as system pressure, molar currents, air velocity and tem- on site appearance., This paint finish meets ASTM - 5111 sten- par eture, unit vS,rattcn. and pas system safeties are monitored dards for i000 hours salt spra Th y reigng. e - HioheMin the and ram= b y the system to Insure unit performance. Industry. Equal size, aide supply end return duct connections agoras FULL PERIMETER BASE RAILS - The easily removable easy hook -up of ducts to match low naval spaces Without base rails Provide a solid foundation Be the entire unit and transition pieces. protects the unit during shipanent. The rafts provide fork Eft liTfl.iTlf CONNECTIONS MADE EASY - Gas and electric 800889 (tom ell sides, and Aging are also provided no as ut9Hy knockouts are provided through the bottom es wail m ci O p ap tead cats we e be used unit ptsc on unite on e the sId Of the unit Utility connections can be made quiddyy rose. On a keep the unit where the unit ts deter o on l pad, the a and with a mid nnrm amount of field tabor. A field base wig keep tlta unit off the psi to dte corrosion. On • applications where height ts and OM Installed eierzricai disconnect strftch mist 1>e &nited,. the Inch high base rails maybe removed on location. Installed Unitary Products Group 1 °t 1f.� 3 �,i amr 16�1Via) • m g • EP. 9R3949R9�949a4.9i38a99R18N'4' tat1 3.til9R9n4•4$es499A384-� i $ . o Z �bAbe.ilslaa L' +ibb mw i abwtLe o i�7ui�L�b.+obNb �a.L�mL...�:.1iu b W Mpppppppp �O (�!a¢¢t.pp(�/,1 pp ppt. N f� ►NiNppp�i �J ►p0Ntv1 r ►1 �J pppp. ' y 0 . 2c 0 mi v. oa.i.,ioutteab. b e +_ bi•r m is-t a'.•rb.a p YYP� tRe lard. ff. � I.�u• V.. E p�( V . _(p+ (y��V� g V J V W ,.D •.1 V O O b, + - A W .A i1 ! V O O M.O11f L C• 111_0. +� V OI a• fI'I•► i V �i, [� � pp �• y y 11� q p yy p p • . . z {{�� r � . �` � • w i'r • 1 � � • 1 i O a 1 • � i V • �'7i V • 33; v�'� 1 i y • 1 !� -3�'9 - E EEd , ge M 6:11, tza to b 'V b' Y W . m r r .• q si..s1.../e ' ...t ... !V1.,mr .� :�.. ••• S • l 3 Eltvoltg4;:ctc;m:tc4cm c-gmtstccmgc:cc:cc 110 EWEEMEEItteEMECIFifttlivattitEEMEMilM1124: [ • a m m . I b�i O . El b t . . ! U ' i o' . • U '!!!' • N • ' , 0 . i � i : e • • F ' a if. it. nag LIG I 3 a E WI te I lee !II ii b1 • 291626- YTG- B-0607 • TABLE 2: RATINGS COOLING/SINGLE STAGE GAS HEATING NET coma CAPAGIrY' SOURS GAS NEAT CARACITYl 154F3011310108 . . ow Be.61t' EaR - RAM SMUT O AtAUE6 YEMl1 + {etrw)s ewe ( fl) 1G Brines RIB 024910350e 3 - ,.30.45 . ..• , IIE. INUIIM INI 00- 111=51111L� $0' 1..: . 0 - ' . 1.11L=1111110.1111S_11ti7..railli IiraMil 3 . - ' ' IE 3lic�EL el 7a Ma= IS J -- - -a' : - . . ' , . . bR. i.c IlLiJriaIIIIUJ• Mall IINNII ELWIN . z .T,. - - a ' lass MILIMM a=.;.=11 � :'�! - . .. MX. .'--' r r,T MU r � a• llaji MOW= sANII tIIII . _.�. ''' ''''77- ' MIMI 111.1.11=1Mallil al ELM MAIM IIIILMO1 ,.. ''tin. MUM IMIF I MNI MLLla pia M'al IM tL+a .5 --.-...z,,:,. EXIIII izr? i• MEM MAIM liMAIIIMIMAIIIM MFl , . , : MUM IMLajl1111 a MAIMMIMI= IILL:E - ‘ . FAX11111112.2.11LUMINIUMMI so 72 Wall . - 4 _ . „ , „ ,' . '' - . = :T : MUM MOMS M =LLIM' I•MUM a ,,..,.: ItANIIIKENI 11.1 IE:II d - 11111CIMME ,• , '''''' 7, - MAE 13 MIME MU♦SL'.IE1111111AM!I :'E 45 • ,'' ,. �7r. ������ '''1'''' IIIIILLIIIIII]IIIIIIIILLIMM -.r ' ' 3. SAMEll ailli MUM MOM MAI0 Salle 25 . 5 : 0r: r. r-v.' . 11.7 84 10 • .. 4 ` - 018M00020 to a4 166 Q _ - 1 15 -63 04a140a06e_ . =�� 4 - :z 4 . 35 -86 -r''' Mai 132 Mall Mi'raiill11.0' Wall . _ 048N1 MEM5alliniMil 111:31111 ELM MUM r' o _ .. 5 a. ' 51553 IMRE .01FL11111 MUM. MIEN Mani Mani MCLIM s . - -r .p ',a. MILANIIIIIIIIUMIIIMMI EMI= Wan IMELIAMM`'.IAMI 060N065ZS SO 9 0-65 0609100668 13 �� 88 4 35 -85 ` 1... 555 1 . - t12 84 1 - ., r • 080)411025 63.6 13 11.2 84 155 151 60.0 . 8 46.76 0009111040 - 65.6 13 11,2 84 135 107 60.0 6 45- 78 06091110/5 89.6 13 11.2 84 134i 107 00.0 a 45 45 ' Net Covets Capevr • ARI 210 Mandan, Ming condition. 2 . Wee) 12 ARI 270.98 • 3. Seasonal Energy Moloney Ratio. the total *wens output In BTU1t during a normal annual usage period fen cooling dhrided by the total electric power input In welt -have during the same petted. 4 ' Tbsted In aecordenoe x lh ARt 210 Standard Remo Conte. 5 • AFIIE= Annual Fuel Make t911dancy. Untlaty Products Group 7 REFERP ?. 2 1628.YTC -8.0807 VEff MR OUTLET HOOD SLOWER SERVICE • , ACCESS COMPARTMENT • • • U Y 1- -1►,4s OIA. PMfEL - 'HOLE (Ur NMI CONNECTION) . DIET CONDENSATE � ` �`�� / _ CONNECTION a14'tell �� / RECOMMENDED) ' tBtIHY TAt9E s ' s ' . , \ - KNOCKOUT + NIQNY / COIlI11�'DIA. Zj • •� �� � � / /� OV p.TA13E - � CONK 7B'DIA �` i� IadOdODVT � , `! b.: COMMON AIR. - OAS mo o nPPLYI .4 NPO' �ik,� ; ',:f WET LOUVERS . � �' M� �� il9t>I'IT c CTION) .4%. � . . 1 I ,` aaw.wLTAGECONN. , _ � see - v air CIA. KNOCKOUT ` 11 ,a eis sue = " GOD1 L X T�' HOLE I .ACCESS 414 COUPAR'TMENT PANG. All dimension are In inches. They are trebled to dumps: scoot - out 'Wee. •ceineed .doom . Will be prodded upon request: FIGURE 7 • uNfr DIMENSIONS - FRONT • TABLE 16: UNIT DIMENSIONS FRONT TABLE 17: UNIT IMNIIIIM CLEARANCE91 t PitdENSION CLEARANCES WIT 81� " it R�OnT . . fie' j A� j .. F au; 090. ass L 33•19/ . 1e.114 . - BACK Or - Om. o4e,eeo \_411/2 23.1111 LEFT ens ( Aceem). 24' RIGHTSIOB " tr BaoliwuNir a• • ABOVE UNIT 4 M• (For Caederoer AY Otsdtarpe) L A ?clearance be presided between any onrbus- Uble niateAe! and the sup* air dudwak 2. The product of oanbusuon must net be 'dewed to accumulate teti a oan&red apace and re*ci aIa. . s Unas may Metalled on comburstleto aoareat ede from wood or dess A. B. ar C roof covering materiel. - 4. linEs must be Installed outdoors. Ownhangtng elm- . lures or shrubs should not obstruct condenser air &e- dam. outlet. Udtery Products Group 26 REFERENCE • • E-.6 c 1 01 1 1 ' i ' . , - . nil ,Il - vm goggl - le,ng ,, 41 le 1 i rt ii . ilL : • . I t NOINE0112:10g I • a ri '1114 IIMINSIIIME i ° � � y11• 7'E9 »907!!!79!!lE!E ,y; A 11: NESE:1111111: n 131 ml s3 111111111110112111 t o, I flffl!!!!!!!!!!!!!!!!! � o1gaoaaaa »�as1aasa�A � d � enno�ias aiowI111woo f E i I ; 1 ea�ee3 3e Aae�Aee�Neo3eaI 4 ! z -01 y � Lu CC Lu � � i9 gk a vv fxtlV.i •" a 281428-YTO- 8.080 ROOF CURB INSTALLATION • REAR DUCT ROOF CURB DOTAL/AWN • BOTTOM DUCT 4. 1 • . , ,1 • . , . it ...I , . ......4_75n . . SLAB ON GROUND INSTALLATION FIGURE 12 - TYPICAL DUCT APPLICATIONS TABLE 18: UNIT WEIGHTS AND CENTER OF GRAVITY WIT einem cums 001, 400 Ci. 100 as oe sad K - MIL MAO 478 Co . iu MO .. 102 104 , sr c�IT MONT °RAW11► eROF tr 'A' 4 44 UNIT : 49.118 c. FIGURE 13 - UNIT CENTER OF GRAVITY t hey Products Group 28 REFERENCE • fa., 0 291828 -YTG -B -0807 • RECOMMENDED DUCT WE 17412' X 18414` 4213 as -tie 40,314 17418 •I ► 11 -114 43.1M 3 -1 / 2- OPt1(G FOR may, lip, RETURN A8! DUCT / a�ve _a F t a ooatrito _ 14 ` 1T- 1/8'X -1R' 0 FIGURE 14 - ROOF CURB DIMENSIONS' z rwe1fio11i1CIMPAnwROYaeFArlMe AMO ALL DUCT SUPPORT a1GMCea • mfT '.. wood AMY �i SASE PAL r UK ABOVE Mg= ROOF IMP , - .... - u }rte MT BIRIPi OUAa ' }G • .- 'iambnoomo MATERIAL .. OECT Ak0 ROOM) MEWL T FIGURE 18 - ROOF CURB CROSS SECTION • 1. 8' Roof auto also available 111 efortgas (3101 29 REFERENCE zi A . AED PROpES aG s'o 767 w► ORE N 10 44).4 HAA# Expires: 8/30 / 201 3 , 510# ROOF TOP UNITI • RTU CURB. BY OTHERS (2) #8 x 3" WOOD SCREWS 0 EA CORNER (EIGHT TOTAL) • as ■■ (2) 2x10 DF #2 RAFTER TO SUPPORT MECHANCIAL UNIT ALIGN 4x10 BLOCK W/ SIMPS ON (2) A35 E.S. UNDER CURB RTU UNIT SUPPORT 1 =1 -0" As ALLSTRUCTURE SO au, gq SYPA>v►Sto»..4 BY Skt4 DATE to.WG,t FA: Engineering LLC M %Lact„ U tktT CHKBY DATE 7140 SW Fir Loop, Suite 231 POo 2 - $ L1C t4o24d rC, JOB NO 2 . 34S. 00 Tigard, Oregon 97223 SHEET %4C• v: 503.620.4314 • f: 503.620.4304 I of