Loading...
Specifications (2) PortlandMaps Detail Report Page 1 of 1 f i r•l i s l E o ka" t1 ' Port p s 6 2Q lorer I \I 1 New S earch I Mappinq I Advanced I Google Eatit h I Heip I PortlandOnline 7175 SW BEVELAND RD - TIGARD Exp Property I Ma I Projects I Crime I Census I Environmental I Transportation C1T`� Capi tal Improvement Projecs I Public Works Projects AIIL 0 Property Detail Long-122.75 109 Lat 45.42991 MI � � .. ,' HEATING COOLING i �� ' s g withstanding of (503) 7 86 -95 / 1- 866 -M time o ` . A www r -Heat com ,, � C CB# the 59382 test gym'"" � .,` r ' = `xs , 3 ` CIT F T r � . � � � Approved �. r Conditionally Approve [ ] �it7 E See Letter to: Follow [ ] II ; �� Attachd i„, �� �� a Permit Number: 1€- e ink—Ada � ri - ' � ti- , - u Address: . V ] • , , B :i��. D ate: ��� sw (AN � OFFICE COM C OP Y a, 3 � g s Y . - ,aa .�., xex..wur:.v...�. .`E n , •cC . - 111 v : ,ii::' '' ' ' 4 7 tiii �r Property 0 I 1 100 FT City of Port land, Corporate GI 6 THE GIS APPLICATIONS ACCESSED THROUGH TINS WEB SITE PROVIDE A VI DISPL OF DATA FOR YOUR CONVENIENCE EVERY REASONABLE EFFORT HAS BEEN MADE TO ASSURE THE ACCURACY OF THE MA AND ASSOCIATED DATA THE CITY OF PORTLAND FOR MAKES NO WARRANTY. REPRESENTATION OR GUARANTEE AS TO THE CONTENT, SEQUEN ACCURACY, TI MELINPLETENE SS OF ANY O F THE DATA PROVIDED HEREIN. THE USER OF THESE APPLICATIONS SHOULD NOT RELY ON THE DATA PROVIDED HERE FOR ANY R EASON . THE C ITY OF PORTLAND EXPLICITLY DISCLAIMS ANY REPRESENTATIONS AND WARRANTIES, INCLUDING, WITHOUT LIMITATION, THE IMPLIED WARRANTIES OF MER D AND I FITNESS ORMATION AB FOR A PARTICULAR PURPOSE THE CITY OP PORTLAND SHALL ASSUME NO L FOR ANY ERRORS, OMISSIONS, OR INACCURACIES IN TH INFORMATION THE PROVIDED REGARDLESS OF HOW CAUSED. THE CITY OF PORTLAND SHA ASS UME NO LIABILITY FOR A N Y DE MADE OR ACTIONS TAKEN OR NOT TAKEN BY THE USER OF THE APPLICATIONS IN RELIANCE UPON ANY INFORMATION OR DATA FURNISHED HEREUNR. UPDATENFOU7 THE MAP DATA O RTLANDMAPS PLEASE REFER N PO TO CITY'S METADATA. FOR QUESTION ESS OR ABOUT ASSESSMENT INFO PLEASE CON COUNTY ASSESSORS OFFI CE M YOUR COUNTY. I. Address I Mapping I Advanced I Google Earth I Help I About PortlandMaps ©2011 City of Portland, Oregon /15/2011 6/ 15/2011 httnr / /nortl andm ans. com /detail _ cfm ? &activethem e= Pronertv &nofooter =no &action = Exnlorer xr • ..e P1 P-4-e, hr, e -*' ,\A e.,.\- V Nyx .- k--14x_ c,-_) T = Co 1 ; ------- ‘`N, � ` \ ``\ \\ \ .. N , A \ \ .\ N N\ pew /S- .DA -PT \ \ \ N . Curb (bes'it,N6fl - \\ N \ N... `'-. K oTF-t bre� N \ `\ 1 1 \ . _ _ © ____ � e O ,. _.. _ „.......,„ . ii \ ___.., \ I , . , () (,Ja o l> rgqMir -lam — — (--) WGDD FPM 11,060., i!p 1. 0tW�r):. ( De,5)6A.1, r..} orrti • l.J '3e/ ENj3 v i &IN/ N -r9 NI rs O F ac J t 1=E `DI IM P5o1• (,. Q t 'vTr r*.a ... ar EA . COiZNG -- ee:- OF fi [7A?' X--' cc) ( .. (2)445, S{-- 5 1. t .li of STY t OS PR A �e U�OI^ . �'dFc` C.- u� t.&S� ('Z-? ;�ri3 X Z ( \ e„Git. , ,3s �- F ' �,, • CI F \/-6,- ( -- C---vYl F■kcCtl•--Y FRI o I -.. _.. -. i / R. p / L. r� 'iv: , J ,, Q � - . ic, r • .„ _,,.,. �'" , , F 1 7.vac:. 6. . S I'D e - CP CAP rSE. c�� t `f+, 1 ' .Fty 2S KI.OTG. - (Aji-17Zr' proof / J / MO /ST &? f;'00 ttJrG, '. Al. , j1.—',€,, / t2 cr: - S, 7b : r t,,,,a /l-, - P, ua r-? r .., c , 4-* g. e S SW Barbur Blvd = A Suite One Hundred Project Name f�C �//9�k t /4 -e-t U vi { Pro jeCt / 4 Portland, OR 97219 -5412 Location MILLER Client 7 °Mit> qril'-f °f� CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By Ck'd (4L Date (..0'k ° - \ \ Page I oil= • STRUCTURAL NOTES 1. 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. 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. 2. 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. 3. 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. 4. DESIGN LOADS: MECHANICAL LOADS INCLUDES ONLY THOSE INDICATED ON STRUCTURAL DRAWINGS. THE FOLLOWING ARE THE DESIGN REQUIREMENTS: 5. A) WIND DESIGN : BASIC WIND SPEED (3 SEC) = 95 MPH Iw = 1.0 ,• EXPOSURE = B COMPONENTS: TO BE DESIGNED FOR 16.22 PSF B) SEISMIC DESIGN:I = 1.0 03CTUR - S = 0.944, S = 0.329 ,° SITE CLASS = D 7, �' SEs = 0.72; 8� ,� SEISMIC DESIGN CATEGORY = D MAW 1 6572 To Ap = 2. 5 , Rp = 6 WSW CUR Fp = 0.362 fit. AE XP 12 flj Z o 3 6. 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. 7. WHEREVER SHORING IS REQUIRED, LOCATE THE SYSTEM CLEAR WITHOUT OBSTRUCTION OF THE PERMANENT STRUCTURE AND TO PERMIT CONSTRUCTION TO PROCEED. PROVIDE SHORING SYSTEM ADEQUATELY ANCHORED AND BRACED TO RESIST EARTH AND HYDROSTATIC PRESSURES. CONTRACTOR SHALL PROVIDE SHORING AND BRACING SYSTEM TO PREVENT SETTLEMENT AND /OR DAMAGE TO EXISTING FACILITIES AND PROTECT PERSONNEL, THE PUBLIC AND THE BUILDING, SUPPORTING STREETS, WALKWAYS, UTILITIES, IMPROVEMENTS AND EXCAVATION AGAINST LOSS OF GROUND OR CAVING OF EMBANKMENTS DURING CONSTRUCTION, AS REQUIRED. • 6611P 2-ZL - OREGON l Ex Es:12 -W -2001 I �3n fit MILLER CONSULTING ENGINEERS STRUCTURAL CALCULATIONS Mechanical Unit Replacement 7125 SW Beveland Rd. Tigard, Oregon Pyramid Heating and Cooling June 10, 2011 Project No. 110448 8 pages Principal Checked: -RA- THESE CALCUL'' ` . :V441 ±VOID IF SEAL \ ". °' ,s 16892\ 4 44 (14 F1Y AND SIGNAT _` r ORIGINAL i '1! 12511,-241 * * * LIMITATIONS * * * ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. 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. 9570 SW BARBUR, #100 PORTLAND, OR 97219 PHONE (503) 246 -1250 FAX (503) 246 -1395 Engineering Practical, Diverse, Structural Solutions Since 1978 9570 SW Barbur Blvd., Suite 100 Portland, Oregon 97219 -5412 Phone 1503) 246 -1250 fax (503) 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: 1500 PSF Retaining Walls: No Equivalent Fluid Pressure (active): N/A PCF Passive bearing: N/A PCF Friction: N/A Structural System: Component Vertical System: N/A Lateral Sys: N/A Element Mech Unit Adaptor Curb Base Curb Unit weight 613 lbs 100 lbs 100 lbs Basic Design Value (PSF) Loads: Load Type Value (PSF) Deflection Criteria Lateral Design Parameters: Wind Design: ASCE 7 -05 Wind Zone (Fastest Mile): 90 MPH Exposure B Importance Factors l = 1.00 I = 1.00. I = 1.00 • i too Occupancy Cat: .11 (wind) (seismic) (snow) (ice) (Iw = 1.0 with wind concurrent with ice) Seismic Design Seismic Design Parameters based on USGS Seismic Hazard Curves for: Conterminous 48 States 2009 International Building Code 2% PE in 50 years, 0.2 sec SA = Ss Latitude = 45.402083 2% PE in 50 years, 1.0 sec SA = Si Longitude = - 122.59110099999998 Spectral Response Accelerations Ss and S1 (Site class B parameters are indicated on this page, for actual site class Ss and S1 = Mapped Spectral Acceleration Values used in design, refer to seismic design summary) Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 0.944 (Ss, Site Class B) 1.0 0.329 (S1, Site Class B) Design Summary: These structural calculations are for a replacement mechanical unit placed on an adaptor curb. Client has notified our office that the replacment mechanical unit weighs less than the original. Therefore the scope of these calculations are limited to anchorage of replacement unit and curb. This analysis is based soley on the information provided by the client. 9570 SW Barbur Blvd. Project Name: Mechanical Unit Replacement Project #: 110448 Suite One Hundred Portland, OR 97219 Location: 7125 SW Beveland Road, Tigard, Or MILLER (503)246 -1250 Client: Pyramid Heating Consulting FAX: 246 -1395 Engineers BY: MC Ck'd: Date: 06/10/11 Page 1 of 0 .I UNIT DIMENSIONS: a Unit Height, H = 35.0 in Unit Short Dim., W = 48.5 in Unit Long Dim., W = 75.5 in Adaptor Curb Short Dim., W cst = 43.5 n ws Adaptor Curb Long Dim., Woo = 50.3 in Bottom Curb Short Dim., W = 43.5 in SHORT Ln _ DIRECT Bottom Curb Long Dim., Wa2 = 50.3 in �� Adaptor Curb Height, Cr = 20.0 in = Bottom _- Bottom Curb Height, C2 = 14.0 in = LONG / - DIRECTION Unit C.G., CG = 17.5 in MISC. INFORMATION Curb v - _��� \ \` ``` Adaptor Cub wt. = 100 lb c . \ ` \ / Bottom Curb wt. = 100 lb 1 L �� �` Unit Wt = 613 lb Total WT = 813 lb Wcs2 Roof Height = 15 ft Copyright © 2010, Miller Consulting Engineers, Inc. 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 IBC 2009 Sec 1604.5, pg 307 S 98.00% 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 = 1.09 eqn. 11.4 -1, ASCE 7, pg 115 Sos 0.72 eqn. 11.4 - 1, ASCE 7, pg 115 lP 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 kn.= • - 15 - Component attachment elevation w/ respect to grade Structure roof elevation with respect to grade FP 0.36 * Wp ASCE 7 -05 Eq. 13.3 -1, pg 144 OR 1.16 * Wp ASCE 7 -05 Eq. 13.3 -2, pg 144 Not less than 0.22 * Wp ASCE 7 -05 Eq. 13.3 -3, pg 144 I FP 0.2SosWP 0.362 * Wp = 0.145 * Wp I (ASCE7 - 05Sec. 13.3, pg 145) Equipment Overturning (Seismic) LOCATION 0.7F (lb) 0 . 7 ( 0 . 2 SosWp) Center of Width, W 0.7 M M 0.6M, Holdown (Ib) mass (ft) (ft) (ft-lb) (ft-lbs) (ft-lb) Force (Ib) Unit -to -Curb 155 62 1.46 4.04 352 1239 743 Adaptor curb -to -Curb 181 72 0.83 3.63 637 1420 852 Bottom Curb -to -Roof 206 82 0.58 3.63 894 1601 961 - *(Basic load comb. 0.6D +0.7E IBC2006 eqn. 16 -15, pg 282 ASCE 7 -05 sec. 2.4.1(8), pg 5) I 9570 SW Barber Blvd Mechanical Unit Replacement 110448 Suite One Hundred Project Name Project # ® Portland, OR 97219 -5412 Location .7125 SW Beveland Road, Tigard, Or MILLER Client Pyramid Heating and Cooling CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By PRA Ck'd A RL Date 6/10/11 Page Z of8 I — • - - -- -- WIND: Design per IBC 2009 (ASCE 7 - 05) Wind zone 95 MPH (3 second Gust) TOP OF UNIT HEIGHT = 20.75 ft IMPORTANCE FACTOR (I) = 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 K = 0.70 ASCE 7 -05, Figure 6 -3, pg 79 Kd = 0.9 ASCE 7 -05, Figure 6 -4, pg 80 K = 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 Kzt = 1 ASCE 7 -05, Figure 6 -4, pg 45 . C r = 1.31 ASCE 7 -05, Figure 6 -21, pg 74 G = 0.85 ASCE 7 -02, sec 6.5.8, pg 30 q = 0.00256K 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 pg 29 Equipment Overturning (Wind) LOCATION Lateral Force Lever Arm (ft) Width, WS Mot M, 0.6M, Holdown (Ib) (ft) (ft -Ib) (ft-lb) (ft -Ib) Force (Ib) Unit -to- Adaptor 298 1.46 4.04 434 1239 743 0 Adaptor to Base Curb 411 2.49 3.63 1025 1420 951 20 Base Curb to Roof 490 3.16 3.63 1550 1601 961 163 *(Basic load comb. 0.6D +W IBC2006 eqn. 16 -14, pg 282 DESIGN FORCES: at 6 ASCE `7 -O55 sec. 2.4.1(7), pg 5) Uniform Shear k 0 :O r F l - 1 CoI i.I ` 12 ..G Q UNIT -to- ADAPTOR Total Lat. Load (plf), on each (Ib) Total Uniform side Tension (Ib) Tension (plf) 1.. R ,e,.r r J► 5`_ ` r \ "1).5 Short Direction 298 37 0 0 ; t,..?\ Gt.) V tG bea I\J 61 Long Direction 191 15 0 0 f3.P , f ^ c Total Lat. Load Uniform Shear Total Uniform ADAPTOR -to -BASE CURB (plf), on each (Ib) side Tension (Ib) Tension (plf) Short Direction 411 57 20 5 Long Direction 289 35 0 0 Total Lat. Load Uniform Shear Total Uniform BASE CURB -to -ROOF (Ib) (plf), on each Tension (Ib) Tension (plf) side Short Direction 490 68 163 39 Long Direction 358 43 3 1 9570 SW Barbur Blvd Mechanical Unit Replacement Suite One Hundred Project Name Project # 110448 ® Portland, OR 97219 -5412 Location 7125 SW Beveland Road, Tigard, Or MILLER Client Pyramid Heating and Cooling CONSULTING (503)246 -1250 /� ENGINEERS Fax: 246 -1395 By PRA Ck'd /44 t- Date 6/10/11 Page .. of 8 . T- . U) 'T To Curb GONNEG�.bA.J JO I\Je r UPI 14' - -Y =. 2.q d�, N NN., 001 2A-1 Al Cur b (Dens / Ipiv y ear-46 • /. -1>ii -r -e,(, b — I UNi r Qµi L F= 2 °127/ _ 149 I b �- /1_,,. ) //7 __t_f. F jetqr Cap. ,Q-1 - y' P Q$ > L 1 V, 14w F hit = I `1`f,3 kv= s.b`► J - z.90aa (e. ,,r4� & Q� L S G 0.6 5- a. 6l )� /9,YI.sa" 4_3_, (o,00./xz) ::_-_ 0.0902 z V/\,, �j Fes, ..r fi wd v' :. 0,09'02 `/9, 6 � . 4 7 Td-'r e° s . = -7 1, f /60 = ///6, /2,, > /49 ]4 -,-- l e 9570 SW Barbur Blvd Mechanical Unit Replacement 110448 Suite One Hundred Project Name Location Project # ® Portland, OR 97219 -5412 7125 SW Beveland Road, Tigard, Or MILLER Client Pyramid Heating and Cooling CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By PRA Ck'd 4 Date 6/10/11 Page 4- of 8 f— / yes rJ2 —__-- � 1 e ll h= 2 4– 0. 04.1( o45t I lZ a 1 _ G, f . 1 0.i E c __ ,...__ 4. i?..-z c \-L... tZ(t 6 , 4 1 7- ) s I ( A - =- D, �7 G b,(7 Z 7 ,2 Q (2)( , 0 cf;) 4. //2- CO 34) 45 ) C /J (0 = 0, C., 75 I /Z I Hr 0,o - 7 s2. ( ...,)_ /, s5 :psi I4 f7 /5$ ( ') w 6 13= ' 6. 9 /L/i, ,114----- x.9143.7 /06 )",4 !1 /;so 1 l . 'f#Jx RP-it (Pie, ✓ 9570 SW Barbur Blvd Mechanical Unit Replacement 110448 Suite One Hundred Project Name Project # ® Portland, OR 97219 -5412 Location 7125 SW Beveland Road, Tigard, Or MILLER Client Pyramid Heating and Cooling CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By PRA Ck'd A-Qj,. Date 6/10/11 Page 5 of 8 AD C -Vv-rJ To E/"` i GV r b 6-G71-Jn1 - • L. _I L ) r- 7/ / ' I - r= 20 Ib / =. to 1b /eocAle. -- I \ sl Mpsor i - ' TA c ; \ t ,,,y (z) }‘A' c r,�5 y2 L , A--►� I "( . Ill Ik.2 1 v. to 1v 4- In O,01 e- ►`a I si r,n��� L srP. ° 1 �--A PA0... —7 ( .? 3 It,i Pusvvts r ✓ i3rTt l= A , Orib • T R-1! C.o'R hl . dr 9570 SW Barbur Blvd Project Name Mechanical Unit Replacement Project # 110448 Suite One Hundr 44 ® Portland, OR 97219 -5412 Location 7125 SW Beveland Road, Tigard, Or MILLER Client Pyramid Heating and Cooling CONSULTING (503)246 -1250 � ENGINEERS Fax: 246 -1395 By PRA Ck 1TRi- Date 6/10/11 Page '( of 8 1 — --- — —- - - - - -- Screw Values in Sheet metal applications 2002 AISI Standard Material in contact with screw head /washer tt= 0.0312 inches (thickness of member in contact with screw head) F 45 ksi (Tensile strength of member in contact with screw head) Material Not in contact with screw head /washer t 0.0451 inches (thickness of member not in contact with screw head) Fu2= - 45 ksi (Tensile strength of member not in contact with screw head) Screw 0.0451 inches (penetration depth into t Size #8 Washer? No d,,, = 0.272 - inches, (Larger of screw head diameter, or washer) d = . _ 0.164, . inches, (Nominal screw diameter) t 0.0451, inches (lesser of depth of penetration and thickness t Shear Capacity Pns = 733 lbs P = 4.2 (t AISI EQ. E4.3.1 -1, pg 119) Pns = 622 lbs P = 2.7(t1dF equation E4.3.1 -2, AISI EQ. E4.3.1 -2, pg 119 EQ. E4.3.1 -4, pg 120) Pns = 899 lbs P = 2.7(t2dF , AISI EQ. E4.3.1 -3, pg 119, EQ. E4.3.1 -5, pg 120) t /t = 1.446 Pns = 622 lbs (value interpolated between E4.3.1 -1, E4.3.1 -2, E4.3.1 -3, E4.3.1 -4, E4.3.1 -5) Pss = . 1000- ._ lbs (Ultimate Screw capacity for shear) Pns = 800 lbs P = 0.8 Pss, AISI EQ. 3.2.2 -1) Pns = 622 lbs ASD P 207 lbs LRFD, fP 311 lbs Tension Capacity Pnot = 283 lbs Pnot = 0.85t (AISI EQ. E4.4.1 -1, pg 120) Pno, = 573 lbs P. = 1.5t (AISI EQ. E4.4.2 -1, pg 120) P = 15451 lbs (Ultimate Screw tested capacity by manufacturer for tension) Pnt = 1236 lbs P = 0.8 Pts, AISI EQ. 4.4.3 -1, pg 120) ASD P 94 lbs Min. edge distance (1.5d): 0.246 inches LRFD, fP 141 lbs Min. spacing (3d): 0.492 inches 9570 Mechanical Unit Replacement e suite One SW Barbur Hundre Blvd Project Name Project # 110448 ® Portland, OR 97219 - 5412 7125 SW Beveland Road, Tigard, Or Location • MILLER Pyramid Heating and Cooling Client CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By PRA Ck'd (141 Date 6/10/11 Page 7 of 8 - - - - - -- — - - - - - -- I 1 GvY • 17, 1Z-oc91 c�N f 1r _ r ( / Lr, 5 ►�- /2 t..+cn p-4. e1 . w = 2 l Gr„u V ri cme _ 49:o ;., 4 — ' / f k/ ,: \c6,1 (i3 / ) (<<(.0 ) (42 l /e,r 1 ,64, p ,z-- 1_11 '/I .- ,_,)( . -2,")(_71at, , 1/scd `0211,5 C ( 1 /o R l I a 4. 2 z:. (0 2 . I Z, = (2 - ° )) (1 2) 239 de2S 5',3�" t ( 2 S /kJ' $3, 3 1 'i`t I1 `7 �pZ \ 6 $ ) Z Wdoj 4 i , %4 : I 9570 SW Barbur Blvd Mechanical Unit Replacement 110448 Suite One Hundred Project Name Project # ® Portland, OR 97219 -5412 Location 7125 SW Beveland Road, Tigard, or MILLER Client Pyramid Heating and Cooling CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By PRA Ck'd A-121- Date 6/10/11 Page of 8 .."c7e. 12.(averQ,, :i.t,x.::::1..:',7 , ,„ Z :ill AlikalliMMIA 1V:V4VAVINIAtO F .10410gr, 4 4M1 UNIT DIMENSIONS—RKNL/RKPL- SERIES , fittqw , :tgatima , 6*.abAd , 6, , Atir7 , ;141tti RUUD 41 , ', , L70 , .'ZP:Z: UNIT DIMENSIONS . RKNL/RKPL- 3 TO 5 TON PACKAGE GAS ELECTRIC UNITS [1 0.6 TO 17.6 kW] MODELS 46 [1181 mm] •., 7517/32" < [1918 mm] DISCONNECT BRACKET FLUE OUTLET SUPPLIED W/UN IT SUPPLY GAS ENTRY 4 % • .. .) 7 1 /2" [13 mm] NPT -.:=• ...--7--..-er':;;;;,, . 7 - 4 • •' - -- - - ---- - --- = - E- 4 ± ,-- -= --- ' - I 3..5, [183 mm] 111*.■,,N ! [889 mm] 1.0 illib. 94, -,.., COMBUSTION AIR INLET [616 mm] -16, %■ 4111 111111 4; -•.' LIIII ENTRY ••■ BURNER ACCESS 1 3 i CONTROL ENTRY COMPRESSOR/ 18" CONTROL BOX (457 mm1141 401 11 [238 mm] ACCESS 9 [233 mm] 1111VS BASE GAS .,, ENTRY 11 p) 0 il l .40 11 . 1 1 . , p i c .4.r ,,,,,.. , ..„.., „... , ..... . -- -- . 335/16" 0 ' .■ .' -. N 1 ■, 5°8 M 13 M11 /8' ; 4 1IP ' 2" (51 mm] [333 mm] 2" -,--'''''. , \ - 2.9>N ' <"■4,-. 41. , 44 [173" N. " . • • "*"..., ..„---- , 0 ,0\ \9.1 ,6‘ [1835 min] 70. BOTTOM VIEW . 0121 mm] ,fp ■"\\ ->>„-- _____,>- 2" [ ] Designates Metric Conversions 151 mm] MiX I.1.;-'ia;:ligS9VM;ir47178.7.laraNiPtaV.At,773.EIMSV,MW.c,V,M,'Mrle-4::REV,*%PiZi • Q(l. 411111111111mmill Ii*'''.”14=Af,;''.k,",1;,44,5$M4Z..E,..V.4R2vf,5,,,..-: ',2SA,V, :A1=WreMi,-.4 „,,,,..:.;;1-dzz RUUD 1* UNIT UNIT DIMENSIONS-RKNL/RKPL- SERIES IN■Imer ,,, , :, . ,..:, ,,,,,,,,,,,,,,,, P'.,.7,;:,M. , r,7.4 . ,V 4 .13.VVV4,V, P'''.':,%%1P.L..' '....', . "I'V,;,:a.:: ,^. M VT: ',',"''..:,': :Vx.f UNIT DIMENSIONS RKNURKPL- 3 TO 5 TON PACKAGE GAS ELECTRIC UNITS [10.6 TO 17.6 kW] MODELS . < , COI h L/ FILTER ACCESS BLOWER 31 ACCESS [792 mm] P [97 mmj . , V 1 II 41 J 1 511/32 [136 mm] SUPPLY COVER [1221 mm] 24 01 RETURN COVER [610 mmj CONDENSATE DRAIN 3 /4" [19 mm] NPT FEMALE SUPPLY AND RETURN DIMENSIONS . . . . .I. . . • . ' • ' . . . . . • 1 . • • RETURN 12 • AIR • [311 mm] SUPPLY 19 AIR [486 mm] [889 mm] FILLER ,... • .. PANEL ._. .1 . • . • . . . 13 23 /32" [602 mm] • • . • , . • • • - 6 't • 0 0 1 I 0 0 . [174 mm] 4 • . 12 19 4 '[311 mm] - IIP - 5 -4 [486 mm] ---11.1 [125 mm] [140 mm] 4 761/4" [1937 mm] [ ] Designates Metric Conversions i ::,,,,,s,,,4,,zitstqw,w-!V,',fir3k7MSI'k'4-5V.kgrEi:MON, 1' " • . :Q1 1 b to 111M ON[DANDTOLUIV C[DMRAJO171 /.0§1.03 LA i:10VNIA— I t1 I,1 �ALl1w\9J'U1I:A �am�1:1111(fA Ssta::ommINI■iniM%IAsIS�i lI 'to 31A ���7N out119.16F 1METWAS :133.1l�AYt66►(ry� iR,S1 A ttn: Tag: .. 4 39 3ra' Approval: zs 1/a 2 3 7!8" -.�� . . . . . 7 .. . �/_-� R ETURN AIR .. . 22 3118" � �-� "' SUPPLY AIR INSULATED ` • COVER i EXISTING CURB.lAYOUT > y � � 39314" , ~ `,�' �• � . • 5 23 3/8' 2 V4" —i... 1 22 5/8' II . J ? 1/4" . f V 175/8" RETURN SUPPLY 48 3/4" • INSULATED FLOOR • F 70 era 1 1-• 42 9t1& I r 5" y t •--- 42" 1/r> \ \l 2Q" Ald=11 i 1 5" filitl • �I d31 50114' 1� 4t44, MEMO (1.111) AP MAT. *! — 1 6505 - 6000 218.25 `""" M.64YIDS CURB SHOWN IS CDI STANDARD CONFIGURATION ; e � OVUM Q UOTE #: Neu: CDI RESERVES THE RIGHT TO CHANGE LAYOUT Friday, + +,29ne1o.6a:a9 �,,,,,,,, "� 2MATERIA 1.18'ADDEOTO OLD CURB O.O WITHOUT NOTIFICATION. IF CURB IS NEEDED INA E„ 62 176W TYLER STNW 74 L• 18 e, GALVANIZED STEEL ryFJ6FY1vFPLrANpREf11RNOPENp7041 BLK RIVER, MN sA� 1 .6505.8000 L e DIFFERENT CONFIGURATION CDI -MUST BE NOTIFIED .1 P ar 3. GASKET PROVIDED VLTH CURB CAl1NrtMANrauE811oNS (T 1 67.77 60 ,�„� 120 own a 3 4. INSULATION: P 1 12 LB DENSITY PRIOR TO PLACING-AN ORDER. 'FAX BACK 18 DRAWING u Olt As Is PM.. I p p� l t•nH [ • ■ Poo • evert �1 ✓' 1114 • - r • • F o '.i2,F.Qrer„ i : " 4 y ' i RUUD y �` ., GENERAL DATA -RKNL- SERIES . 3?7i�.'� ..� &�..� p �y._ �-f��^tiS�Eix. NOM. SIZES 3 -5 TONS [10.6 -17.6 kW] Model RKNL- Series A036JK08E AO36JK08X A036JK12E A036JK12X Cooling Perlormanco CONTINUED -a- .!-- Gross Cooling Capacity Btu [kW) . 36.800 [10.78] 36,800 [10.78) 36,800 [10.78] 36,800 [10.78] EER/SEER 11.4/13 11.4/13 11.4/13 11.4/13 4' Nominal CFM /AHRI Rated CFM [Us] 1200/1200 [566/566] 1200/1200 [566/566] 1200/1200 [566/566] 1200/1200 [566/566] AHRI Net Cooling Capacity Btu [kW] 35,400 [10.37] 35,400 [10.37] 35,400 [10.37] 35,400 [10.37] Net Sensible Capacity Btu [kW] 26,200 [7.68] 26,200 [7.68] 26,200 [7.68] 26,200 [7.68] Net Latent Capacity Btu [kW] 9,200 [2.7] 9 [2.7] 9,200 [2.7] 9,200 [2.7] Net System Power kW 3.1 3.1 3.1 3.1 Heating Performance (Package Gas/Electric)s Heating Input Btu [kW] 80,000 [23.44] 80,000 [23.44] 120,000 [35.16] 120,000 [35.16] Heating Output Btu [kW] 62,500 [18.31] 62,500 [18.31] 94,500 [27.69] 94,500 [27.69] Temperature Rise Range 'F [`C] 30 -60 [16.7/33.3] 30 -60 [16.7/33.3] 50 -80 [27.8/44.4] 50 -80 [27.8/44.4] AFUE % 80 80 60 80 Steady State Efficiency ( %) 81 81 81 81 • No. Burners 4 4 6 6 No. Stages 1 1 . 1 1 Gas Connection Pipe Size in. [mmj 0.5 [12.7] 0.5 [12.7] 0.5 [12.7] 0.5 [12.7] Compressor No./Type 1 /Scroll' 1 /Scroll . 1 /Scroll 1/Scroll Outdoor Sound Rating (dB) 78 78 78 78 Outdoor Coil -Fin Type Louvered Louvered Louvered Louvered Tube Type Rifled Rifled Rifted Rifled Tube Size in. [mm] OD 0.375 [9.5] 0.375 [9.5] 0.375 [9.5] 0.375 [9.5] Face Area sq. ft. [sq. m] 16.91 [1.57] 16.91 [1.57] 16.91 [1.57] 16.91 [1.57] Rom /FPI [FPcm] 1 / 22 [9] 1 / 22 [9] 1 / 22 [9] 1 / 22 [9] Indoor Coil -Fin Type Corrugated Corrugated Corrugated Corrugated • Tube Type Rifled Rifled . - Rifled Rifled Tube Size in. [mm] • 0.375 [9.5] 0.375 [9.5) 0.375 [9.5] 0.375 [9.5] . Face Area sq. ft. [sq. m] 5.17 [0.48] 5.17 [0.48] 5.17 [0.48] 5.17 [0.48] Rows / FPI [FPcm] 2 / 17 [7] 2 /17 [7] 2 / 17 [7] 2 [7] Refrigerant Control TX Valves TX Valves TX Valves TX Valves Drain Connection No./Size in. [mm] 1/0.75 [19.05] 1/0.75 [19.05] 1/0.75 [19.05] 1/0.75 [19.05] Outdoor Fan -Type Propeller Propeller Propeller Propeller No. Used /Diameter in. [mm] 1/24 [609.6] 1/24 [609.6] 1/24 [609.6] . 1/24 [609.6] .Drive Type /No. Speeds . Direct/1 Direct/1 Direct/1 . . Direct/1 . . • CFM [Us] 3680 [1737] 3680 [1737] 3680 [1737] . • 3680 [1737] No. Motors /HP 1 at 1/3 HP 1 at 1/3 HP 1 at 1/3 HP 1 at 1/3 HP • • Motor RPM 1075 . 1075 • � 1075. . • � • � . • 1075 Indoor Fan -Type FC Centrifugal FC Centrifugal FC Centrifugal FC Centrifugal No. Used /Diameter in. [mm] 1/10x10 [254x254] 1110x10 [254x254] 1110x10 [254x254) 1 /lOx10 [254x254) Drive Type /No. Speeds Direct/3 Direct/3 • Direct/3 Direct/3 No. Motors 1 1 1 1 Motor HP 1/2 1/2 1/2 1/2 Motor RPM 1075 1075 1075 1075 Motor Frame Size 48 48 . 46 48 Filter -Type Disposable Disposable Disposable Disposable Furnished Yes Yes Yes Yes • (No.) Size Recommended in. [mm) (1)1x16x25 [25x406x635] (1)1x16x25 (25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635) (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] Refrigerant Charge Oz. [9] 96 [2722 96 [2722] 96 [2722] 96 [2722) • Weights Net Weight lbs. [kg) 543 [246] 543 [246] 543 [246] Ship Weight lbs. [kg] 550 [249] - 550 [249) 550 [249] _ 550 [249] See Page 47 for Notes. [ ] Designates Metric Conversions a.lVil r_ i, - fi t:v..AP_t..PMT .. SLL_,-._ ';'$r' c *- 1.:64:tr'.1.. -i ., t5t --;I" .testa. a..' . tit tu1'lf:Vi- bl.' t.0 l `7°I