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Plans (7) /1i1 C (C1 °°(l, I ( ee65C' Ski22vcd V:Y v sf •..„-.,,,,,-,,,,..,..„:: --,-,:::-.. _:‘,z_fs___.... _ i i.1L - - \ --, 1 tt •l l i 1) \ t r I \ ,11 i. I i , \ � ' J II v i i II i c� I I 2 J� I ? I L _ y - ;i i 11 I \ PPe7f(-(, .11..',',0c.);;;,- .;,1 i. ...).___7_______ ._ N 9570 SW Barbur Blvd Project Name Pactrust Building Center Bldg 167 MechPronie Reklacemeni 140289 0 Suite One Hundred Portland, OR 97219-5412 Location 16655 SW 72nd Avenue, Suite 300, Tigard, Oregon MILLER Client Plumbing Mechanical Contractors CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By P/ Ck'd I<<M» Date 4/22/14 Page 1--)1 of TG= 7.2 4 , i,,,a1 r‘,/in ?r v 1 I -� / i/..4 ,'.fir /. '0,e-- L / 7 _ ,______/__________ ___________ _. ,_____\— ' `, I k__________, _ I `j `! o j p7' f f,,,..' /,5',`,/__ :::71(j., / .---7),_. I 1 , I •. 1. 1 , l W ;u;.2 L,.--. - ' 7--- , \ `-"------- -- , , 1 � i C.31` f%h/C-hr y �'I M;r.e , s i I j I F7' v 1.-- "0 — II— I l r. 1;: , _� -d FY, -/14/A 6, 0(-Al,/ _ 1, 1 .. 4 40 0 'C./i'c l- of,,,,1 •,-- 1'' ,` OREGON cites -"",t x ,f r t .et IIiiIIHI 9570 SW Barbur Blvd Project Name Pactrust Building Center Bldg 167 Mechpronitt e lacemenl ject # 140289 a Suite One Hundred 11111 Portland, OR 97219-5412 Location 16655 SW 72nd Avenue, Suite 300,Tigard, Oregon MILLERClient Plumbing Mechanical Contractors CONSULTING (503)246-1250 i ,ENGG I NE ERS Fax: 246-1395 By rr�. Ck'd K,R Date 4/22/14 Page �? of ' . . A4c7-rts , CO," 7---..--•,:.,....--:-,:::,7:.? (0 6.-.--.. .-_1-.-._(____ /,. 11/4 Phi vi:7/71,9;-..› iit-trAic.;,..-_,,c,' c,i( AI;U.- re---690%---" /(,),.. /2.-r (...,, no,(._„ i ,/ ,,,:. (._ /21c; ,1:-. •---i : : :;.c:\r‘ " /V1:.--,d (..:; In ,. ,.. /f. -,,,,:, N\ N , 7--'----i N N. N ii,-.J 14.1.:...c.),--1 L3 rn / wT , .„, . . INN,,, N. '' . . „ //k/6-004.-- f..,'-')/ Ai//1-...) , N. , '... \ '\ / ' .,--. 1 '2 -.. •if (2)ti 4.1 L....tr.' . .-."'' ' 1 ' ,.- ‘..., • • ----------------------.--,- ' I (_---::.-- , 1— 4.1 , -A '--- _ ,--., \\," -.'2,,,•;-:..:. n..//- ''' '' '7, 7 _, .., --.,, -- -------- --_ ,- /, \ / ../ 1 '.! •<-_-; .1 1?-r. -z-i --(„,- fr, 11 ', I \ -' 1----•-.-- i --1-- - J ......,._________ 1 _ I i\ (,....------) II ---.---.; I -1 \ ' \ \ ________ __-----.--.------ _ .---.. - f \ . i\.1 C-)! i_-:., , . --.. ' _ _,..,, , _ I \ ::'1,`';-70 tr-21 wt..? ,77' r,'L-',-,' • ,' '..:.,MCI•--Tri,-,.-f., Y,,,c.)-vim/---6, \ . \ • r . \ 1 ., ;:,_-_,----r-.--:/-,,... -__y •, ,,, ''', -,- •_-'/J;,...„ ,,,.J./„:.•:, - - _- •,, • - , . • - - • ,....-....:.._-_:_:.„:,........_:..:1...:_f_15..._____ 9570 SW Barbur Blvd Pactrust Building Center Bldg 167 Mech Unit Replacemeni 140289 Project Name Project # S Suite One Hundred MaPortland, OR 97219-5412 Location 16655 SW 72nd Avenue, Suite 300,Tigard, Oregon MILLERClient Plumbing Mechanical Contractors CONSULTING (503)246-1250 /2/ ,/.- 4/22/1 4 of —1 ENGINEERS Fax: 246-1395 By 1 'a ' Ck'd fr------ Date Page 0.--." GENERAL THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE SUPPRESSION, ELECTRICAL, MECHANICAL, LAND USE, SITE PLANNING, EROSION CONTROL FLASHING AND WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. BUILDING CODE ALL PHASES OF THE WORK SHALL CONFORM TO THE 2010 OREGON STRUCTURAL SPECIALTY CODE, EFFECTIVE DATE JULY 1, 2010, BASED ON THE 2009 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. • - I J • DESIGN LOADS LIVE LOAD REDUCTION FOR BEAMS AND COLUMNS WAS [NOT] USED. DESIGN FOR MECHANICAL LOADS INCLUDES ONLY THOSE INDICATED ON STRUCTURAL DRAWINGS. THE FOLLOWING ARE THE DESIGN REQUIREMENTS: STRUCTURAL DESIGN CRITERIA OCCUPANCY CATEGORY II DESIGN DEAD LOADS ROOF 15 PSF ROOF LIVE LOAD SNOW LOAD CONTROLS DESIGN ROOF SNOW LOAD DESIGN ROOF SNOW LOAD 25 PSF IMPORTANCE FACTOR IS= 1.0 GROUND SNOW LOAD Pq= 15 PSF EXPOSURE FACTOR Ce= 1.0 THERMAL FACTOR Ct=1.0 FLAT ROOF SNOW LOAD Pt= 11 PSF WIND DESIGN DATA BASIC WIND SPEED(3 SEC GUST) 95 MPH IMPORTANCE FACTOR IW= 1.0 EXPOSURE B SEISMIC DESIGN DATA IMPORTANCE FACTOR IE=1.0 SPECTRAL RESPONSE ACCELERATIONS _ Ss=0.963, S1 =0.418 SITE CLASS D SPECTRAL RESPONSE COEFFICIENTS SDS=.70, SD1 =0.386 SEISMIC DESIGN CATEGORY D ANALYSIS PROCEDURE USED ASCE 7-05 EQUIVALENT LATERAL FORCE 1�1►, 2-31-2(j›.�� WOOD FRAMING ALL STRUCTURAL WOOD FRAMING TO BE HEM-FIR #2 PRESSURE TREATED UNLESS NOTED OTHERWISE. • ALL PREFABRICATED METAL TIMBER CONNECTORS AND HANGERS SHALL BE FULLY BOLTED AND/OR NAILED AS INDICATED BY MANUFACTURER, UNLESS NOTED OTHERWISE. ALL CONNECTORS, HANGERS AND FASTENERS SHALL BE CORROSION PROTECTED PER MANUFACTURER'S RECOMMENDATIONS. SIMPSON PREFABRICATED METAL TIMBER CONNECTORS NOTED. OTHER TYPES OF METAL CONNECTORS REQUIRE PRIOR REVIEW. ALL SHEATHING SHALL BE APA RATED GROUP 1, EXPOSURE 1 IN COMPLIANCE WITH VOLUNTARY PRODUCT STANDARDS DOCUMENT PS1 AND DOCUMENT PS2. • 19/32" (5/8" NOMINAL)TO BE C-D WITH SPAN RATING OF 40/20. WOOD FRAMING FASTENING SCHEDULE ALL NAILS SHALL BE COMMON AND NAILING SHALL BE PER THE NAILING SCHEDULE UNLESS OTHERWISE NOTED ON THE DRAWINGS. THE FOLLOWING NAIL SIZES SHALL BE USED UNLESS NOTED OTHERWISE: 10D NAIL: 0.148 INCH DIA. X 3 INCH LONG WITH MIN. HEAD DIA. 5/16 IN. 16D NAIL: 0.162 INCH DIA. X 3'h INCHES WITH MIN HEAD DIA. 11/32 IN. WOOD FRAMING FASTENING SCHEDULE ITEM FASTENERS JOISTS TO BLOCKING (END NAIL) (3) 16d STUDS TO HDRS (END NAIL) (6) 16d AT 4X6/4X8 (8) 16d AT 4X10/4X12 RIM JOIST TO JOISTS(END NAIL) (3) 16d SHEATHING 10d AT 6"O.C.AT ALL SUPPORTED PANEL ROOF EDGES AND ROOF PERIMETER AND 12" O.C.AT ALL INTERMEDIATE SUPPORTS PRESSURE TREATED LUMBER ALL STRUCTURAL WOOD MEMBERS EXPOSED TO WEATHER OR AS NOTED ON DRAWINGS OR AS REQUIRED BY IBC SECTION 2303.1.8, SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AMERICAN WOOD—PRESERVERS ASSOCIATION USING (ACQ, CA—B, DOT) STANDARD U1 AND M4 FOR SPECIES, PRODUCT, PRESERVATIVE, AND END USE. RETENTION AMOUNTS SHALL BE AS REQUIRED FOR AWPA USE CATEGORY STANDARDS FOR STRUCTURAL APPLICATIONS. FOR ABOVE GROUND APPLICATIONS RETENTION OF 0.25 LBS PER CUBIC FOOT OF ACQ OR 0.10 LBS PER CUBIC FOOT OF CA—B BASED ON AWPA USE CATEGORY STANDARDS UC1, UC2, UC3A, UC3B. FASTENERS IN CONTACT WITH PRESERVATIVE—TREATED MATERIAL SHALL BE IN ACCORDANCE WITH IBC SECTION 2304.9.5. TIMBER CONNECTORS/FASTENERS IN CONTACT WITH PRESERVATIVE—TREATED MATERIAL SHALL HAVE PROTECTIVE COATINGS AS RECOMMENDED BY CONNECTOR/FASTENER MANUFACTURER. ALL TRIMMED SECTIONS, CUTS, DAPS, OR HOLES IN PRESSURE TREATED MATERIALS SHALL BE TREATED WITH COPPER NAPTHENATE, IN ACCORDANCE WITH AWPA STANDARD M4. FOR ADDITIONAL REQUIREMENTS, SEE IBC SECTION 2304.11 FOR PROTECTION AGAINST DECAY AND TERMITES. is, •, ; �; 6512 �I� RECEIVE!) D CONSULTING APR 22 2014 ENGINEERS CITY OF TIGARD STRUCTURAL CALCULATIONS BUILDING DIVISION Pactrust Building Center Bldg 167 Mech. Unit Replacement 16655 SW 72nd Avenue, Suite 300, Tigard, Oregon Plumbing Mechanical Contractors April 22, 2014 Project No. 140289 11 pages Principal Checked: Km THE CALCUL$ `i ( IOID IF SEAL s 4 C, ^IP £ , OREGON,0N/.! '411111111111111111b 9 AND SIGNAT • T ORIGINAL 1,-,24-1-9F-• 123-2Q . *** LIMITATIONS *** Miller Consulting Engineers, Inc. was retained in a limited capacity for this project. This design is based upon information provided by the client, who is solely responsible for accuracy of same. No responsibility and or liability is assumed by or is to be assigned to the engineer for items beyond that shown on these sheets. Engineering Practical, Diverse, Structural Solutions Since 1978 9570 SW Barbur Blvd., Suite 100 Portland, Oregon 97219-5412 Phone (5031 246-1250 Fax 1503) 246-1395 www.miller-se.com Building Code: 2010 Oregon Structural Specialty Code Soils Report: No Soils Report by: N/A Dated: N/A Soil Bearing: PSF Retaining Walls: No Equivalent Fluid Pressure(active): N/A PCF Passive bearing: N/A PCF Friction: N/A Structural System: Component Vertical System: Lateral Sys: Element Roof Load Type Dead Basic Design Value(PSF) 15 Loads: Load Type Snow Value(PSF) 25 Deflection Criteria U240 Lateral Design Parameters: Wind Design:ASCE 7-05 Wind Speed(3 sec Gust): 95 MPH Exposure B Importance Factors Iw= 1.00 IE= 1.00 Is= 1.00 ll= 1.00 Occupancy Cat: II (wind) (seismic) (snow) (ice) (Iw=1.0 with wind concurrent with ice) Seismic Design Seismic Design Parameters based on USGS Seismic Hazard Curves for: Latitude: Short Period acceleration(Ss):0.963 Longitude: Long Period acceleration(51):0.418 2%PE in 50 years,0.2 sec SA=Ss (acceleration from USGS web site 4/22/2014) 2%PE in 50 years,1.0 sec SA=S1 www.usgs.gov (Site class B parameters are indicated on this page,for actual site class used in design,refer to seismic design summary) Design Summary: The scope of these calculations are for the installation of a new roof top mounted mechanical unit. The unit is to be placed on a new wood framed curb.These calculations include verification of support elements,and anchorage for the mechanical unit. The unit is manufactured by National Refrigeration and Air Conditioning Canada Corp.has a weight of 485 lbs,and a model number KEZA060L6-HT3B fj 9570 sw Barbur Blvd. Project Name: Pactrust Building Center Bldg 167 Mech.Unit Replacement Project#: 140289 Suite One Hundred Portland,OR 97219 Location: 16655 SW 72nd Avenue,Suite 300,Tigard,Oregon MILLER (503)246 1250 Client: Plumbing Mechanical Contractors Consulting FAX:246-1395 Engineers BY: pra Ck'd: ILS Date: 04/22/14 Page 1 of 11 Cjilob Web .3 PCY I- g,1 = ;,-,/' ....-•('" CZLI t ;Vz,) 11" I 7°( z ,s .r., UNA .71'7 ' 17,_.,_. 4 eG4 81-1_ ,_- , 7O \1-- /C-0'v/ V- 2>u//,/ /b1/ u ' ' Bfr''1^ 4- Z`i - \/4- ' igrA nom »«vuumo, Blvd BldgPaotnuatBuilding Center 1G7K800h]JndRao�oennarh 140289 Project4 Name Projoot # xuimnnounumo Portland, ORoo���m� 1GGG5SVV72ndAvenuo. Su�a3O0. Tigard, [)regnn Location M | L L E RC|iont Plumbing Mechanical Contractors CONSULTING (503)246'1250 ��\o 4/22/14 2 o 11 ENGINEERS Fax: 246By / -~- Ck'd p~�°v Oeto Page 2005 National Design Specification for Wood Construction(ASD) Reduction - Banding Fp Shear F, Bearing F,0 E&E00 Re= 11.93 OK<50 Mark Purl in Material:GLULAM Co 1.15 1.15 E',n„= 930,000 psi Grade:24F-V4/V8 C, 1.00 1.00 1.00 1.00 FOE= 7838 psi Span 24.50 ft t„= 2.00 ft size=2 1/2 X 18 CF 1.00 F2= 2760 psi x1= 0.00 ft w1= 320 lbs/ft b= 2.500 in CM 1.00 1.00 1.00 1.00 FOE/Fy= 2.84 x2= 24.50 ft w2= 320 lbs/ft d= 18.000 in C, 1.00 1.00 1.00 1.00 F2'.= 2610 psi Xa= 3.50 ft Pa= 170 lbs A= 45.00 in2 C, 1.00 F,= 219 psi Xb= 0.00. ft Pb= 0 lbs S= 135.00 in3 Co 0.946 650 psi • Xc= 0.00 ft 0 lbs I= 1215.00 in° CL 0.975 - E'= 1,800,000 psi R1= 4066 lbs V= 3586 lbs El= 2,187,000 kip-in° Cfv 1.00 R2= 3944 lbs M= 24307 ft-lbs F.= 2400 psi LL Atimg=U 360 LL A= 0.78 inchs F„= 191 psi Material GLULAM TL aims=U 240 TL A= 0.75 inchs E= 1800 ksi Grade 24F-V4N8 WIDTH 5 1/8 LL 62.5% la= 4.12 ft E„,,,= 930 ksi Load Duration,Cc TWO MONTHS 1.15 SNOW LOAD Fb'=(Fb)(Cd)(Ct)(CM)(Cr)(Cv or CL)(Cfu)=2,610 psi Fu= 650 psi Temperature Factor,C, DRY T<=100°F Fv'=(Fv)(Cd)(Ct)(CM)=219 psi Approx.weight . 1094" lbs/ft Wet Service Factor,CM MOISTURE CONT LESS THAN 16% E'=(E)(Ct)(CM)=1,800,000 psi R1 Req'd Bearing Width 2.50 in. Incising Factor,C, MEMBER IS NOT INCISED Fc1'=(Fcl)(Ct)(CM)=650 psi R2 Req'd Bearing Width 2.43 in. Repetitive Factor Cr MEMBER IS NOT REPETITIVE fb=2,161 psi<Fb'=2,610 psi Bending Capacity=82.8% Glulam Shear reduction REDUCE SHR PER TEL 5A NOTE 3 M=24,307 ft-lbs<Mmax=29,360 ft-lbs Member 5 1/8 x 18 fv=120 psi<Fv'=219 psi Shear Capacity=54.5% Number of Plies 1 Ply V=3,586 lbs<Vmax=6,583 lbs Max LL Defl=0.779 inches=L/377 LL Defl.Capacity=95.4% (1 Ply) 2 1/2 X 18,GLULAM 24F-V4/V8 Max TL Def I=0.747 inches=L/394 TL Defl.Capacity=60.9% (includes 1/2 inch camber) Copyright©2013 Miller Consulting Engineers,Inc. 30,000 0.000 25,000 -0.200 20,000 o.aoo 15,000 n -0.600 10,000 - -0.800 5,000 0 .. . -1.000 . -5,000 -1.200 -10,000 -1.400 ®Shear o - n " < °, m „ m m o - a °, " tO ^ m m 8 - 0 5 5 -Moment Distance(ft) Distance(el Notes: 9570 SW Barbur Blvd Project Name Pactrust Building Center Bldg 167 Mechpro�ecReolacemen1 140289 Suite One Hundred Portland, OR 97219-5412 Location 16655 SW 72nd Avenue, Suite 300,Tigard, Oregon MILLER Client Plumbing Mechanical Contractors CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By `9'4 Ck'd Date 4/22/14 Page of 11 C-h e-rie-- M 4 ,--t G' -t,& v --- /// 0 II if 1- 6,t, 0 Q 2 ( 4v' ,z, (co \\ /G , 3[ f 1 000 ( ,.as,`/7�1`� ..„.= 19, 5k 42z ,„ 4t-e6 -Pich;.. .::: 047 E 1 - 1 V! ( 601 S\).2-C/f2� / `fi.. (66,S) 6,77( 6,,L) , 60,9 q� s 41'9 c 4 , 5 \Z2 I C(co,$)(41,2c,) , i 79_ C60 ,$) 677 (7)/ !1 Z/..--. ,6.1.1... = 1, 3 ,i.1 LLL, = l ( 3� ) - 0 ,9-11.1 40 f- t.5 - .t,Z S.'"2.--- (:)* (''s 51' C�,..-v c.r^-6t'„-) /, ,� = 0•"1--1° dr 9570 sw Barbur d Pactrust Building Center Bldg 167 Mech. Unit Replacement 140289 Suite One Hundred aiProject Name Project # .11) Portland, OR 97219-5412 16655 SW 72nd Avenue, Suite 300, Tigard, Oregon Location MILLER Client Plumbing Mechanical Contractors CONSULTING (503)246-1250 ByCk'd l Date 4/22/14 Page 4 of 11 ENGINEERS Fax: 246-1395 g W/7" Beam 144' Seam Project: Project: By: Date: Checked: Date: Page: By: Date: Checked: Date: Page: Description: Reactions - kips, kip ft Units: English Properties - X = feet, E = ksi, I = in"4 I ,t X = 0; E = 1600; 1 = 26244; 44r Moment Releases - X = feet T T Supports - X = feet, Displacement = inches, Rotation = radians X = 0; Disp = 0; X = 49.5; Disp = 0; Shear - kips Springs - X = feet, VSpring = kip/inch, REpring = kip in/rad 30.677000 Point Loads - X = feet, PLoad = kips, Moment = kip ft X = 56.5; PLoad = -.677; X = 60.5; PLoad = -19; Uniform Loads - Xstart & XEnd = feet, Ustart & UEnd = kip/ft Xstart = 0; XEnd = 60.5; UStart = -1; UEnd = -1; -30.290182 Moment - kip ft 5.� ,`'r-274.239000 Rotation - radians . 009572 -1..06634 Deflection - inches 0.0227_ 5126 5 WinBeam 3.30 - Registered to Miller Consulting Engrs. WinBeam 3.30 - Registered to Miller Consulting Engrs. L. t 2005 National Design Specification for Wood Construction(ASD) Reduction Bending F. Shear F, Bowing F„ E&Em„ Rg= 6.25 OK<50 Mark Main Girder Material:GLULAM Co 1.15 1.15 E',,s,= 930,000 psi Grade:24F-V4N8 WIDTH 63/4 C, 1.00 1.00 1.00 1.00 FbE= 28569 psi Span 49.50 ft [„= 2.00 ft size=63/4"x 36" Cr 1.00 . Fb'= 2760 psi x1= 0.00 ft wl= 1000 lbs/ft b= 6.750 in C,,, 1.00 1.00 1.00 1.00 Fbn/Fti= 10.35 x2= 60.50 ft - w2= 1000 lbs/ft d= 36.000 in C; 1.00 1.00 1.00 1.00 Fb'= 2238 psi Xa= 56.50 ft Pa= 170 lbs A= 243.00 inz C, 1.00 F,'= 219 psi Xb= 60.50 ft Pb= 19 lbs S= 1458.00 in3 Cv 0.811 F„'= 650 psi Xc= 0.00 ft Pc= 0 lbs I= 26244.00 in° CL 0.995 E'= 1,800,000 psi R1= 19210 lbs V= 30677 lbs E'I= 47,239,200 kip-in' Cr„ 1.00 R2= 60967 lbs M= 274239 ft-lbs . Ft,= 2400 psi LL Omit=U 360 LLA= 0.97 inchs F,= 191 psi Material GLULAM TL Atmit=U 240 TLA= 0.66 inchs E= 1800 ksi Grade 24F-V4N8 WIDTH 63/4 %LL 62.5% 1.-. 4.12 ft - E„.= 930 ksi Load Duration,Co TWO MONTHS 1.15 SNOW LOAD Fb'=(Fb)(Cd)(Ct)(CM)(Cr)(Cv or CL)(Cfu)=2,238 psi F„= 650 psi Temperature Factor,C, DRY T<=100°F Fv'=(Fv)(Cd)(Ct)(CM)=219 psi Approx.weight 59.06 lbs/ft Wet Service Factor,C. MOISTURE CONT LESS THAN 16% E'=(E)(Ct)(CM)=1,800,000 psi R1 Req'd Bearing Width 4.38 in. Incising Factor,C, MEMBER IS NOT INCISED Fc.L'=(FCl)(Ct)(CM)=650 psi R2 Req'd Bearing Width 13.90 in. Repetitive Factor C, 'MEMBER IS NOT REPETITIVE fb=2,257 psi>Fb'=2,238 psi Bending Capacity=100.9% Glulam Shear reduction REDUCE SHR PER TBL 5A NOTE 3 M=274,239 ft-lbs>Mmax=271,877 ft-lbs w/iin 5%ok Member 6 3/4 x 31 1/2 fv=189 psi<Fv'=219 psi Shear Capacity=86.3% Number of Plies 1 Ply V=30,677 lbs<Vmax=35,546 lbs Max LL Defl=0.970 inches=L/612 LL Defl.Capacity=58.8% - (1 Ply) 6 3/4"x 36",GLULAM 24F-V4/V8 WIDTH 63/4 Max TL Dell=0.655 inches=L/907 TL Defl.Capacity=26.5% Copyright®2013 Miller Consulting Engineers,Inc. 300,000 , 1 250,000 • 200,000 150,000 TA- .0 r 100,000 50,000 rae: ..., . pay ,. -50,000 ` -100,000 Shear o a < m , w n n n n v S a e -Moment Distance(ft)w Notes: • 9570 SW Barbur Blvd Project Name Pactrust Building Center Bldg 167 MechpUonitt F e lacemeni 140289 at Suite One Hundred Portland, OR 97219-5412 Location 16655 SW 72nd Avenue, Suite 300,Tigard, Oregon MILLER Client Plumbing Mechanical Contractors CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By .- Ck'd (<'-, Date 4/22/14 Page ( of 11 Sue/4'0r4, - $er - J tc3•2G+s 7.(03' (t_c.-4-6) (3) = fiGas. lo P4-ge 4x ' w6 . -2, c 6r12 • 9570 SW Barbur Blvd Project Name Pactrust Building Center Bldg 167 MechProje Re.placemeni 140289 Suite One Hundred # Portland, OR 97219-5412 Location 16655 SW 72nd Avenue, Suite 300, Tigard, Oregon MILLER Client Plumbing Mechanical Contractors CONSULTING (503)246-1250 � Ck'd (4-M Date 4/22/14 of 11 ENGINEERS Fax: 246-1395ByPage 2005 National Design Specification for Wood Construction(ASD) Reduction Bending F. Shear F, Bearing F, E&E,. RD= 4.71 OK<50 Mark Material:DIMENSIONAL LUMBER Co 0.90 0.90 E',,,,= 446,500 psi Grade:Hem/Fir No.2 or Better C, 1.00 1.00 1.00 1.00 FbE= 24138 psi Span 8.00 ft C„= 2.00 ft size=4 x 6 CF 1.30 Fb*. 796 psi ' x1= 0.00 ft w1= 62 lbs/ft b= 3.500 in Cu 1.00 1.00 1.00 1.00 FbE/Fb'= 30.34 x2= 8.00 ft. w2= 62 lbs/ft d= 5.500 in C; 0.80 0.80 1.00 0.95 Fe= 794 psi Xa= 2.63 ft Pao 122 lbs A= 19.25 in3 C, 1.00 F,= 108 psi Xb= 5.38 ft Pb= 122 lbs S= 17.65 in3 C,, 1.000 Fu'. 405 psi Xc= 0.00 ft Pc= 0 lbs I= 48.53 in4 CL 0.998 E= 1,235,000 psi R1= 370 lbs V= 342 lbs El= 59,930 kip-int Gni 1.00 R2= 370 lbs M= 817 ft-lbs Fb= 850 psi LL Acini,=U 360 LL A= 0.10 inchs F„= 150 psi Material DIMENSIONAL LUMBER TL Ar;,=U 240 TL A= 0.16 inchs E= 1300 ksi Grade Hem/Fir No.2 or Better LL 62.5% e.= 4.12 ft E,,,n= 470 ksi Load Duration,Co PERMANENT 0.9 DEAD LOAD Fb'=(Fb)(Cd)(C0(CF)(CM)(Ci)(Cr)(CL)(Cfu)=794 psi F«= 405 psi Temperature Factor,C, DRY T<=100°F Fv'=(Fv)(Cd)(Ct)(CM)(Ci)=108 psi Approx.weight ° 4,68 lbs/ft Wet Service Factor,CM MOISTURE CONT LESS THAN 19% E=(E)(Ct)(CM)(Ci)=1,235,000 psi R1 Req'd Bearing Width 1.00 in. - Incising Factor,C, MEMBER IS INCISED Fc.L'=(FCl)(Ct)(CM)(Ci)=405 psi R2 Req'd Bearing Width 1.00 in. Repetitive Factor C, MEMBER IS NOT REPETITIVE fb=555 psi<Fb'=794 psi Bending Capacity=69.9% - . M=817 ft-lbs<Mmax=1,168 ft-lbs Member 4 x 6 fv=27 psi<FY=108 psi Shear Capacity=24.6% Number of Plies 1 Ply V=342 lbs<Vmax=1,386 lbs Max LL Defl=0.100 inches=L/964 LL Deft.Capacity=37.3% (1 Ply) 4 x 6,DIMENSIONAL LUMBER Hem/Fir No.2 or Better Max TL Dell=0.159 inches=L/603 TL Defl.Capacity=39.8% Copyright C 2013 Miller Consulting Engineers,Inc. 1,000 0.000 800 1_ -0.020-0.060. 600 400 IIWAIM11111=Mill L -0.060 ° a -0.060 z 200 - 11 MIIIIIIIIIIIIIIIII0 0.100 M � ter„ a '1 -0.120 -200 � z " 0.160 -400Eimiimiliniiiiiiiiiiimm -0.160 -600 0 0 0 0 0 N N N 2 0 e < Ti 0 0 ,Ti 2 I =Shear -Moment Distance(ft) Distance(f1) Notes: 9570 SW Barbur Blvd Project Name Pactrust Building Center Bldg 167 Mech.P otRtp4lacemenl 140289 at Suite One Hundred _ Portland, OR 97219-5412 Location 16655 SW 72nd Avenue, Suite 300, Tigard, Oregon MILLER Client Plumbing Mechanical Contractors CONSULTING (503)246-1250 - ENGINEERS Fax: 246-1395 By Ck'd I"•-, Date 4/22/14 Page of 11 Unit Dimensions: Unit Height,H= 38.4 in Unit Short Dim.,Ws= 32.9 in Unit Long Dim.,WL= 43.9 in "Ws„ AIIPIPF_PF". Unit C.G.,CG= 23.2 in c - Curb Dimensions: t DIF - Curb Short Dim.,Wcs= 48.0 in Curb Long Dim.,Wcl= 96.0 in = / �ONG Curb Height,C= 6.0 in DIRECTION MISC.INFORMATION: 1_, r/////////�' We Load Combination:Basic Load Combination Unit WT= 485 lb "Wcs" Curb WT= 192 lb Is Unit outdoors?Yes Does Unit sit above roof?Yes Unit attaches to Roof Roof Height= 25 ft SEISMIC: IBC LOADING USING ALLOWABLE STRESS DESIGN Elements of Structures,Nonstructural Components,and Equipment Supported by Structures Site Class D ASCE 7,Sec.20.3,Table 20.3-1,pg.205 Life Safety Equipment? No Seismic Design Category D ASCE 7,Sec.11.6,pg 116 Occupancy Use Category II 113C 2009 Sec 1604.5,pg 307 S,= 96.30% ASCE 7,Figure 22-1.through Figure 22-14(0.2 sec response),pages210-227 Fa= 1.11 Table 11.4-1,ASCE 7,pg 115(Linear interpolation is used) SMs= 1.07 eqn.11.4-1,ASCE 7,pg 115 - Sos= 0.72 eqn.11.4-1,ASCE 7,pg 115 - IP 1.00 ASCE 7-05 Sec 13.1.3,pg 143 aP= 2.5 ASCE 7-05 Table 13.6-1,pg 149 RP 6.0 ASCE 7-05 Table 13.6-1,pg 149 h,(ft)= 25 Component attachment elevation w/respect to grade Structure roof elevation with respect to grade FP 0.358 'Wp ASCE 7-05 Eq.13.3-1,pg 144 OR 1.145 *Wp ASCE 7-05 Eq.13.3-2,pg 144 Not less than 0.215 'Wp ASCE 7-05 Eq.13.3-3,pg 144 FP= 0.358 'Wp 0.2SosWp= 0.143 'Wp (ASCE7-05Sec.13.3,pg 145) Equipment Overturning(Seismic)* Short Direction LOCATION 0.7'Fp(Ib) 0.7'(0.2'SDS*Wp) Center of 0.7'Mot 0.6'Mr Holdown (Ib) mass(ft) Width,W,(ft) (ft-Ib) (ft-Ib) Force(Ib) Unit-to-Curb 121 49 1.93 2.74 300 399 0 Curb-to-Roof 170 68 1.81 4.00 444 812 0 Long Direction LOCATION Width,WL(ft) 0.7'Mot 0.6'Mr Holdown (ft-Ib) (ft-Ib) Force(Ib) Unit-to-Curb 3.66 323 532 0 Curb-to-Roof 8.00 580 1625 0 9570 SW Barbur Blvd Pactrust Building Center Bldg 167 Mech. Unit Replacemeni 140289 Project Name Project E Suite One Hundred _ Portland, OR 97219-5412 Location 16655 SW 72nd Avenue, Suite 300,Tigard, Oregon MILLER Client Plumbing Mechanical Contractors CONSULTING (503)246-1250 By /4:/2 Ck'd "-�--, Date 4/22/14 9 of 11 ENGINEERS Fax: 246-1395Page I WIND: Design per ASCE 7-05 Wind zone 95 MPH(3 second Gust) TOP OF UNIT HEIGHT= 28.70 ft =25+38.38/12+6/12 IMPORTANCE FACTOR Iw= 1.00 ASCE 7-05,Table 6-1,pg 77 Exposure Category= B ASCE 7-05,Sec.6.5.6.3,pg 25 Case= 1 ASCE 7-05,Figure 6-3,pg 79 z= 30.00 ft Kz= 0.70 ASCE 7-05,Figure 6-3,pg 79 Kd= 0.9 ASCE 7-05,Figure 6-4,pg 80 K1= 0 ASCE 7-05,Figure 6-4,pg 45 K2= 1 ASCE 7-05,Figure 6-4,pg 45 K3= 1 ASCE 7-05,Figure 6-4,pg 45 Kr,= 1 ASCE 7-05,Figure 6-4,pg 45 C,= 1.31 ASCE 7-05,Figure 6-21,pg 74 G= 0.85 ASCE 7-02,sec 6.5.8,pg 30 qz=0.00256KzK5KdV21 14.57 psf,ASCE 7-05,eq.6-15,pg 27 F=qz*G C, 16.22 psf,(per area)ASCE 7-05 Eq.6-27,pg 29 Equipment Overturning(Wind)* Short Direction LOCATION Lever Arm(ft) Lateral Force(Ib) Width,W,(ft) M„ Mr 0.6'Mr Holdown (ft-lb) (ft-Ib) (ft-Ib) Force(Ib) Unit-to-Curb 1.60 190 2.74 304 664 399 0 Curb-to-Roof 1.63 219 4.00 356 1354 812 0 Long Direction Ma M, 0.6'Mr Holdown LOCATION Lateral Force(Ib) Width,WL(ft) (ft-Ib) (ft-Ib) (ft-Ib) Force(Ib) Unit-to-Curb 142 3.66 304 887 532 0 Curb-to-Roof 164 8.00 356 2708 1625 0 9570 SW Barbur Blvd Name Pactrust Building Center Bldg 167 MechPJ� e,olacemen1 if 140289 i' Suite One Hundred MkPortland, OR 97219-5412 Location 16655 SW 72nd Avenue, Suite 300, Tigard, Oregon MILLER Client Plumbing Mechanical Contractors CONSULTING (503)246-1250 ENGINEERSS Fax: 246-1395 By Ck'd 1-^ Date 4/22/14 Page 0 of 11 _ 1 Pt IvcAl t '( 4-& ()1,4 T 1' TO Gv"--- v /90 ib (4v1/4- ) �"— / °At -= q lb/4r �.— �Z) /a = 360 44,,v ( 2� ,iy1,, .-.l "1%Or r�, 1/ AY-el,-)S- C-CA,--1:7 4-c:7 goe.., )$-GUrb4-vgoe.., Dfr / 1 v= o fci /2 = /rd /� y�S Z V Air = 2/14:1, ✓ (' /_., Z �s t ;1— ) ,4 361 , 9570 SW Barbur Blvd Pactrust Building Center Bldg 167 AftMech. Unit Replacement 140289 Suite One Hundred Project Name Project # Portland, OR 97219-5412 16655 SW 72nd Avenue, Suite 300, Tigard, Oregon Location MILLER Client Plumbing Mechanical Contractors CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By Ck'd (i^ Date 4/22/14 Page 11 of 11 i Immo NATIONAL REFRIGERATION AND AIR CONDITIONING CANADA CORP. KEZA06OL6-HT3B 159 ROY BLVD,PO BOX 2020 EZ-LINE SCROLL 'inwsa6NNa' BRANTFORD,ON CANADA N3T 5Y6 CONDENSING UNITS-AIR . PURCHASER : SUBMITTED BY : John Makris PROJECT : DATE : 04 ORDER# : 03349.45831.00653-A00 ITEM # : Mar 20iCEI 'i�i 1 �' QUOTE# : Q04CMJMA-A ID # : j�jj L PURCHASER'S PO# : TAGGING : MODEL FEATURES APR 2 2 2014 • Copper tubing secured with cushion • High efficiency PSC fan motor with • Suction Service valve damps internal overload protection • Units are • Crankcase heater �dQf�' jd� Holdinq Outdoor weather-resistant housing with charge ii r `jtsj � • Fixed Flooded head pressure control removable hood y WeatherVki6f�N itit��Orfk+'AF6dic (unless otherwise indicated) • Pre-formed piping with compressor contactor and fused • High efficiency enhanced copper tube • Receiver with fusible plug and outlet control circuit and aluminium fin coil design valve • Adjustable low pressure control with flex hose/fixed high pressure control MODEL OPTIONS(* =Shipped Loose) PRE-ENGINEERED OPTION PACKAGE —BALL VALVE LIQUID LINE FILTER+SIGHT GLASS �` A-STD *Liquid Une 1 Sealed _ B — Liquid line —- Replaceable I C _ *Suction Line Liquid Line Lock-Out Relay D Suction Une LIQUID LINE SOLENOID VALVE _ E CABINET FINISH _ *Standard 230V Coil F n Painted Grey *Standard 115V Coil 1_ G _CAPACITY CONTROL BYPASS _OIL SEPARATOR H HG Bypass to Evaporator _ Standard I _ HG Bypass to Suction Line With Oil Filter and Solenoid EC COND.FAN MOTORS+SPEED CompressorCircui Breaker ____Oversized Oversized Receiver CONTROLLER Compressor Time Daley Relay PHASE I VOLTAGE MONITOR Less Flooding ValveCONDENSING UNIT PRISON PACKAGE 1 3-Lead _ Less Flooding Valve with Wind Guard Tamper Proof Screws _ 6-Lead(MotorSaver455) _ With Flooding Valve Crankcase Pressure Regulator - DEFROST FUSING-SHOW SET QTY — Pump— Down Toggle Switch _QTY — Discharge Air Hood Receiver Inlet Ball ValveUp to 30 Amps _Discharge Une Check Valve Single Point Electrical 35 Amps to 60 Amps DISCONNECT SWITCH -HOUSING MATERIAL _ Over 60 Amps — Fused — Stainless Steel - —ELECTRIC DEFROST KIT — Non-Fused _Sub Cooling Circuit '— (TIMECLOCK INCL.) rt Gating Split Condenser 1 Up to 40A Htrs,30A Fans 1.Evap _ 1 ended 4-Year Compressor Warranty SUCTION ACCUMULATOR Up to 60A Htrs,30A Fans 1 Evap 1 Extended Leg Kit — With Heat Exchanger Up to 40A Mrs,30A Fans 2 Evap COIL COATING 1 Without Heat Exchanger Up to 60A Htrs,30A Fans 2 Evap ElectroFin Coating SUCTION FILTER Up to 80A Htrs,30A Fans 2 Evap — Heresite Coating — Up to 60A Htrs,40A Fans 3 Evap — 1 Replaceableeplac Type Up to 80A Htrs,50A Fans 3 Evap FIN ld Coat MATERIAL TIMECLOCCore Gold Fins CLOCK _`i15V Control Circuit `— Copper Fins 1 Paragon 8145 Style 30A Contactor Hall Guard for Condenser *230V Paragon 8145 Style 1 40A Contactor -,-Heated and Insulated Receiver — *115V Paragon 60A Contactor ve Hoffmann Fan Speed Control _Two Val Adj ooded Heed Pressure ADJUSTABLE PRESSURE CONTROLS —Insulated Suction Una _Control 1 Johnson Dual with flex hose — Wind Guard Separate High/Low with flex hose QufckVac Valves VOLTAGE SYSTEM REFRIGERANT RATING SUCTION TEMP AMBIENT TEMP CAPACITY 208-230/3/60 R404A 6Hp -18.7 of 95 of 23465 BTUH' FANS COMPRESSOR CIRCUIT TOTAL QTY POWER FLA/FAN TYPE QTY RLA LRA AMPS WATTS MCAt MOP# 1 2.1 ZF18K4E-TF5-261 1 23.9 156 26 32 50 LIQUID 1/2 in SOUND - - REC CAPACITY 22 lb APPROVALS SUCTION 1 1/8 in WEIGHT 485 lb REF CHARGE ♦E c®a NOTES: ` t MCA.. Minimum Circuit Ampacity, # MOR.. Maximum Qvercurrent Protection MEA MCA&MOP are for the condensing unit ONLY. Single point connections WILL show different on dataplate. Glut APPROVED BY : DATE: Approval of this drawing signifies that the equipment is acceptable under the provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance by NATIONAL REFRIGERATION at its home office. PAGE 3 OF 6 ■ NATIONAL REFRIGERATION AND Order Item No: 1 op ti AIR CONDITIONING CANADA CORP. KEZA060L6-11T3B 159 ROY BLVD, PO BOX 2020 BRANTFORD, ON EZ-LINE SCROLL EVENREIfiUa, CANADA N3T 5Y6 CONDENSING UNITS-AIR NATIONAL REFRIGERATION will furnish equipment in accordance with this drawing and specifications,and DATE 04 Mar 2014 subject to its published warranty. Approval of this drawing signifies that the equipment is acceptable under the PURCHASER : provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance PROJECT : by NATIONAL. REFRIGERATION at its home office. SUBMITTED BY : John Makris Dimensions shown are for standard unit less options. DIMENSIONS DIMENSION A 30 3/8 in DIMENSION B 43 7/8 inOPTIONAL AIR DIMENSION C 32 7/8 inAtoPscHRAGELEGs ►poo �� / DIMENSION D 10 1/8 in DIMENSION E \\` DIMENSION F 'I DIMENSION G 0 in I Lam, DIMENSION H it y CCANECTIDNS ..-` ��� �i I LIQUID 1/2 In t SUCTION 1 1/8 in ti�l DRAIN +. 1 WATER DISCHARGE PAN LOOPIIN HOT GAS SIDE PORT HOT GAS INLET HOT GAS OUTLET OTHER A ".. ,..—ser�®ti� SHIPPING WEIGHT 485 lb =� REFRIGERANT CHARGE RECEIVER CAPACITY 22 lb il _ 00 Eti y O b APPROVALS — ° 's..1 ( EcOosMEA(1•ZO 1- I I1/16 F- — 11116 23!4— L_8j"\hwff1{p`ES I 6 +2314 C - 101/32+ - B IF- NOTES: PAGE 4 OF 6 • NATIONAL REFRIGERATION AND KLP527LE T3B ECM ,,/ /' AIR'CONDITIONING CANADA CORP. ■-J__ _ 159 ROY BLVD,PO BOX 2020 a>, aai BRANTFORD,ON LOW PROFILE CANADA N3T 5Y6 EVAPORATOR PURCHASER : SUBMITTED BY : John Makris PROJECT: DATE: 04 Mar 2014 ORDER# : 03349.45831.00653-A00 ITEM # : 3 QUOTE# : Q04CMIMA-A ID # : PURCHASER'S PO# : TAGGING : MODEL FEATURES •3/8"Tubing cod construction(reduces • Hinged drain pan with central universal • Ultra efficient Electronically refrigerant operating charge) drain connection(3/4"drain) Commutated Motor(ECM) • Factory installed solenoid valve wire • Front access to spacious electrical and •** ECM with SmartSpeed Technology harness header compartments • High efficiency enhanced copper tube • Heavy gauge textured aluminum cabinet •Schrader connection on suction header and aluminium fin coil design construction resists scratches/corrosion •Attractive and durable high density •6 FPI •Spacious piping end compartment allows polyethylene fan guards for easy assembly MODEL OPTIONS( * =Shipped Loose) PRE-ASSEMBLED EVAP DEMAND DEFROST ELECTRONIC _FIN AND MATERIAL Sporlan TXV, LLSV,T-stat _CONTROLLER Gold Coat Fins Emerson TXV, LLSV,T-stat _ KE2 Therm- Demand Defrost _ Copper Fins Danfoss TXV, LLSV,T-stat _ *KE2 Therm-Demand Defrost Insulated Drain Pan _ EEV Kit- Sporlan EEV+Kelvin II Dual Circuit KE2 THERM EEV Kit-Emerson EEV +EX48 EXPANSION VALVE _ *SmartGate Router#20695 KE2 Demand Defrost w/Sporlan TXV 1 Sporlan TXV *8 Port Switch #20166 KE2 Demand Defrost w/Sporlan EEV _ Emerson TXV *CAT5e Shielded Cable- 50ft *KE2 Demand Defrost w/Sporlan TXV , Sporlan EEV _ w/connectors *KE2 Demand Defrost w/Sporlan EEV Emerson EEV _ *Contactor Kit-50A#20217 KE2 Demand Defrost w/KE2 EEV _ Danfoss TXV _*Liquid/Suction Heat Exchanger *KE2 Demand Defrost w/KE2 EEV _EEV SENSOR/TRANSDUCER BRAND LIQUID LINE.SOLENOID VALVE ADJUSTABLE T-STATS _ CPC/Emerson _ Danfoss ' *Johnson A19ABC Other-Specify in Notes 1 Sporian . _, *Johnson A419ABC-1C ELECTRONIC SH CONTROLLER Emerson . *Danfoss _FOR EEV Dual Voltage-Coil 120-230V Field r— Ranco F25-Adjustable DT, Fixed FD _ *Sporlan Kelvin II EEV Controller _Wired Aux Sideport Connector _ *Emerson EEV Controller _Nitrogen Charged and Sealed CABINET FINISH _ *Other EEV Controller-Specify MFR Room Thermostat Painted White Model in Notes ^*Room Thermostat Painted Black _EVAPORATOR PRISON PACKAGE Wire Fan Guards _ Stainless Steel _ Tamper Proof Screws CPC 110 BOARD SENSORS _,Export Crating i� Coil Temp Sensor _COIL COATING Return Air Temp Sensor _ ElectroFin Coating Suction Pressure Transducer _ Heresite Coating VOLTAGE SYSTEM REFRIGERANT AIR FLOW EVAP.TEMP-- BOX TEMP CAPACITY . 208-230/3/60 R404A 4500 CFM -18.7°F -10°F 23538 BTUH FANS HEATERS CIRCUIT TOTAL QTY POWER FLA/FAN TYPE QTY AMPS AMPS WAITS MCAt MOP* 5 0.07HP 0.6 3 300 3.2 15 DEFROST HMS _ 12.3 4400 15.4 20 DISTRIBUTOR 7/8 in SOUND - -REC CAPACITY APPROVALS SUCTION 1 3/8 in WEIGHT 176 lb REF CHARGE 6 lb NOTES: (E :e- t MCA.. Minimum Circuit Ampacity, * MOP.. Maximum Overcurrent Protection APPROVED BY: DATE : Approval of this drawing signifies that the equipment is acceptable under the provision of the job specifications.Any change made hereon by any person whomsoever subject to acceptance by NATIONAL REFRIGERATION at its home office. PAGE 5 OF 6 liNATIONAL REFRIGERATION AND Order Item Na:3ip AYR CONDMONING CANADA CORP. KLP527LE-T3B ECM • 159 ROY BLVD, PO BOX 2020 BRANTFORD, ON LOW PROFILE ' ENNIFREFEMMMMIBM CANADA N3T 5Y6 EVAPORATOR NATIONAL REFRIGERATION will furnish equipment in accordance with this drawing and specifications, and DATE : 04 Mar 2014 subject to its published warranty. Approval of this drawing signifies that the equipment is acceptable under the PURCHASER : provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance PRO?ECT : by NATIONAL REFRIGERATION at its home office. SUBMITTED BY : Jahn Makrls Dimensions shown are for standard unit less options. DIMENSIONS DIMENSION A 94 1/4 in DIMENSION B 32 5/8 in .438 SLOTS IN DIMENSION C 48 5/8 in ,„ \, ,\ ,,,„1„,‘,.. MOUNTING.®RACKETS DIMENSION 0 DIMENSION E DIMENSION F DIMENSION G 0 in • 15 7/8 > » DIMENSION H .. iCONNECTIONS -mum 3/4 DISTRIBUTOR 7/8 in [� [783 RAIN CONNECTION 4 ARE SUCTION 1 3/8 in 0.432n ii[��(a 3ro/5 DRAIN 3/4 in F-- ] (/93 WATER DISCHARGE PAN LOOP HOT GAS SIDE PORT HOT GAS INLET ?%* A - HOT GAS OUTLET REFRIGERATION CTRICAL 173. OTHER 0CnoHfi0 LS. C� B /CELE ONNEcfi0N3 in SHIPPING WEIGHT 176 lb 1 REFRIGERANT CHARGE 6 lb (TOP VIEW) RECEIVER CAPACITY 00 00 APPROVALS -^-L --Vil ( E sous 0 NOTES: PAGE 6 OF 6