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Specifications t - 7650 S.W.Beveland St. TM RIPPEY Tigard,Oregon 97223 CONSULTING ENGINEERS Phone: (503)443-3900 Fax: (5031443-3700 STRUCTURAL CALCULATIONS CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE PROJECT: 12242 SW GARDEN PL.-MECHANACiiiitaa i L.4...--- LOCATION: TIGARD,OREGON OTC' Permit#: MEC2)IA--On(- , CLIENT: OREGON AIRE Address: 12Z 2 {-e__ DATE: MARCH 6,2014 Suite PROJECT NUMBER: 14091 By Dui . TABLE OF CONTENTS: OFFICE.COPY ITEM SHEET NUMBER GENERAL NOTES N1 BUILDING PLAN SK1 PARTIAL PLAN SK2 CURB SECTION SK3 CALCULATIONS Cl-C9 f \\.. D RO�4�et• 1' `. i ,, OREGON c.. o 4C_ �f ai r 11. �co � by RR" TEXPIRES:12-31- 41 t r • GENERAL STRUCTURAL NOTES CODE REOUIREMENTS: • CONFORM TO THE 2009 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2010 OREGON STRUCTURAL SPECIALTY CODE. DESIGN CRITERIA: DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 2009 INTERNATIONAL BUILDING CODE. IN ADDITION TO THE DEAD LOADS,THE FOLLOWING LOADS WERE USED FOR DESIGN,WITH LIVE LOADS REDUCED PER IBC: MECHANICAL UNIT WEIGHT: 569 LBS(CARRIER 48TC-A06) ROOF LIVE LOAD:25 PSF SNOW BASIC WIND SPEED(3-SEC GUST):100 MPH WIND EXPOSURE:B SEISMIC SITE CLASS:D SDS:0.722 ap:2.5 Rp:6.0 EXISTING CONDITIONS: THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS,DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK. TEMPORARY CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. CARPENTRY: SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION,LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESII.RN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER NOT SPECIFICALLY NOTED TO BE D.F.#2 OR BETTER ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY(OR ENGINEER APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND ATTACHED PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALL BE COMMON NAILS. NO BOX NAILS ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT WITH PRESERVATIVE TREATED WOOD MUST BE HOT DIPPED GALVANIZED OR HAVE ZMAX COATING. MECHANICAL THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT,MECHANICAL,PLUMBING,FIRE SPRINKLER, MACHINERY,AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION(SMACNA),OR SPECIFICALLY DETAILED ON THE MECHANICAL . ENGINEER'S DRAWINGS,SHALL BE DESIGNED IN ACCORDANCE OF THESE GENERAL NOTES,BY AN ENGINEER REGISTERED IN THE STATE OF OREGON,AND SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION. FLASHING AND WATERPROOFING: ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE ON THE PLANS. • TM RIPPEY 2-t-�ti ,1 C�k��r,_►.3 11Y1 Consulting Engineers By: KSA•c_ Date: 7650 SW Beveland Street Chk By: Date: Suite 100 Job#: O1"1 Tigard,Oregon 97223 Phone:(503)443-3900 Sheet t Of _, , . 0,4„......... . __,-1-- _____H------- ....... . . _..„.... . , ,. ,....__ 4 -; . "' fi .� , A ° V � oi' �a..v .a'? .: �8 _y° °v wX0 R 'W,Yar • !: i. "" r: �1p' ss; 1 L1141- 4 Q (state.,) e'■ -nit ji 1�(�kP—D �bf� n-\11.--S • f ci+-Ens o7 Wo�Z\:: (1� ►.1Cw 56`jr' (Zt\& To RE PLKC -1� oN "'s' OF 12P 5�1•— Dlz'S rc1>r ��60:7... 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By KS...K DA-rE 1 CONSULTING ENGINEERS CHK BY DATE 7650 S.W.Beveland St,Suite 100 JOB NO I H C;I :1* 1 Tigard,Oregon 97773 Phone(503)443-3900 SHEET 64:2-t OF I • EQ. SPACED ► MECANICAL UNIT BOTH WAYS BY OTHERS TYP. I 16 GA. CLIPS W/ (8) 10 TEK SCREWS PER 16 GA CLIP CLIP, (4) CLIPS REQ'D. N.TS. SEE PLAN VIEW FOR ir , CLIP LOCATION FA I I'-0", TYP. _RI WOOD BLOCKING rill CLIP REQUIRED LOCATION (4) TOTAL FLASHING AND INSULATION MECH. UNIT NOT SHOWN FOR CLARITY OUTLINE WATERPROOFING BY OTHERS PLAN VIEW N.T.S. ■ a, ■ ►" CENTER CURB ON NEW PROVIDE "10 SCREWS 9 OR EXISTING STRUCTURAL j'—o" : O/C AND AT 6" FROM MEMBER ENDS OF CURB. MINIMUM 11/2" EMBED INTO STRUCTURAL MEMBER, TYP. 0 i SECTION AT CUIR S�« RTU—ai SCALE: 11/2 _ I'-0" ILAI - TM RIPPEY 121-4v ' W &k'- - BY Kok DATE CONSULTING ENGINEERS CHIC BY DATE 7650 SW Beveland,Suite 100 Tigard,Oregon 97223 JOB NO I Li 09 I Phone:(503)443-3900 Fax:(503)443-3700 SHEET 5`'13 OF • , 45,1-1314155 , 1'L's- -1/03515 N5_1,J MrizLhr V.1.1tT 1JE� \N \ WT S(,'"•% 'A- C„ c?-v._1rc\t I-trdTC.-P...06� 7 # I G M2\'S w- , 11 5 ■ t-►1 4 . ti. tk 5 cif- e” '' ■ Cpl �o�L wry `" 5c-9 *1 s/£7 -55‘ *-' 1.11 y, 4" /S‘.6-11 c tk-A-4 I ' C Li'S ' (- 1-1%\i. 1.5 Pst:-x 711,1- ti r'/: .- "SO."S /s,6-\' =51 Pt-1- bt='-L i✓v.i-v.\ 12 1z 'h 2,5 ' 1f: rt..- / 2S P5?-k Z.S' :.,-e''S ELF 291"L 1 m`="Ts t30{ s' .1(..S — Zft `''--- 1 1 1 RCc1= Ix• °P.CUj-1N0.s Z S+C.'1+ P a y k 1uu.D - 2x1, 1 (A - a5 '`t+ z■3�v,t. , y 'J = 6,1-1 I V1S�. 1-4 xt o D' Z SpNzaalti l,S derb} ' I b ` '5 r 5\ CitL1LIk1, Lc r V15'Fi_ 1-A X(- * 4- Z F b z ■035 rS\ M\sL • S • 17- Psi 2 o■ 11,r- . 51 M1P zu' L li s%.-1(' 1-4An►z-sY- EA., E.1.11") \I =_ 1\50' 6.21 I A TM RIPPEY BY k .-1.<", DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W.Beveland St,Suite 100 JOB No 114 09 Tigard, Oregon 977.73 Phone(503)443-3900 SHEET LA OF (_.-AA g- Z D Fyn �' n (pJ L.1 T ,_ 15`-1 12_Pt F GvtR-\3 u.T `14 I Z hir . 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TM RIPPEY BY IC',Q: DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W.Beveland St,Suite 100 SOB NO 1 H O 9 ` Tigard,Oregon 97223 Phone(503)443-3900 SHEET 6-S of Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings'menu item Project Descr: and then using the"Printing& Title Block"selection. u(0 Ul-I--31 1 Title Block Line 6 %tat 6 MAR 2014.4:40PM Fib-p.12014 proteafs114�7 f2242SW d4rt Pt h#Ji �..:t R k C�ak1((1SY�9o@ General Be lm Anal si . Y - Lic # KW-06002562 Licensee:TM RIPPEY CONSULTING ENGINEERS Description: -None-- General Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 24.080 ft Area= 10.0 inA2 Moment of Inertia = 100.0 In^4 r_210 152 D(0.096) S(0.2) 2 • i f Span= 24.080 ft il�ppl ; Qads Service loads entered-Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.0960, S=0.20 k/ft, Tributary Width=1.0 ft Varying Uniform Load: S(S,E)=0.1520->0.0 k/ft,Extent=0.0->>5.0 ft, Trib Width=1.0 ft DESIGN SUMMARY Maximum Bending = 21.772 k-ft Maximum Shear= 3.918 k Load Combination +D+S+H Load Combination +0+5+H Location of maximum on span 11.920ft 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 0.540 in Max Upward L+Lr+S Deflection 0.000 in Max Downward Total Deflection 0.792 in Max Upward Total Deflection 0.000 in Overall:Maximum Deflections-Unfactored Loads Load Combination Span Max.'-"Defl Location in Span Load Combination Max.'+'Defl Location in Span D+S 1 0.7919 12.040 0.0000 0.000 Vertical Reacffons flnfaetor , , mot.'. �; Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.918 3.590 D Only 1.156 1.156 S Only 2.762 2.434 D+S 3.918 3.590 GLI Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block'selection. kill Title Block Line 6 Pnnted 6 MAR 2014,4:40PM •General Beam Analysis `ib=s-12014 Pm-put si14C1-12242SW a0erf'P1 Mechllrtit WSTRUGTURlL\CM.CSSE#4691xo6 ENERCALC INC 18832413 Bt1lk1613.315.i(e(613:5i5.i> F c.#:KW46002662 Licensee•:TM RIPPEY CONSULTING ENGINEERS Description --None- General Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 24.080 ft Area= 10.0 in^2 Moment of Inertia = 100.0 in^4 • D(0.346) 0.152,0) t D(0.096)S(0.2) Span =24.080 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.0960, S=0.20 k/ft, Tributary Width=1.0 ft Varying Uniform Load: S(S,E)=0.1520->0.0 Wft,Extent=0.0--»5.0 ft, Trib Width=1.0 ft Point Load: D=0.3460 k @ 18.410 ft DESIGN SUMNIARKSVI p Maximum Bending = 22.757 k-ft Maximum Shear= 3.999 k -- Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 12.281 ft 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 0.540 in Max Upward L+Lr+S Deflection 0.000 in Max Downward Total Deflection 0.831 in Max Upward Total Deflection 0.000 in J • Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.''Deft Location in Span Load Combination Max.'+'Defl Location in Span D+S 1 0.8315 12.160 0.0000 0.000 VedIcal eact1ot15 i Unfactored ;- Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.999 3.855 D Only 1.237 1.420 S Only 2.762 2.434 D+S 3.999 3.855 Gs Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& • Title Block"selection. Title Block Line 6 Prided 6 MAR 2014 4 41Pry1 wtfgd Beam Fib p:12014 Projeota114091 122428W Carders PI Mech Unit l9TRUOTURAL1CAL.>;S114091.eo6 :::, '' - !: Ef4ERCALC,INC:1983 2013,Buikt 6135.15,Vet 613.5:16 Lic.#:KW-06002562 Licensee:TM RI' PREY CONSULTING ENGINEERS Description: -Nose-- CODE REFERENCES Calculations per NDS 2005, IBC 2006, CBC 2007,ASCE 7-05 Load Combination Set: ASCE 7-05 Material Properties Analysis Method:Allowable Stress Design Fb-Tension 1500 psi E:Modulus of Elasticity Load Combination ASCE 7-05 Fb-Compr 1500 psi Ebend-xx 1900 ksi Fc-Pill 1700 psi Eminbend-xx 690 ksi Wood Species :Douglas Fir-Larch Fc-Perp 625 psi Wood Grade :Select structural Fv 180 psi Ft 1000 psi Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling S win Q i D 0.096 S 0.2 i i 8 i OFD "� b L'K tl `b £$ T ,�F: ;Ta S 4x16 A Span = 24.080 ft Applied Loads � r . zn . R: ,;: , >,-- Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads t trz -ID 1t 6.'2'21"- Co..3101T'OAJ Uniform Load D=0.0960, S=0.20 Tributary Width=1.0 ft L� -r}{y��y �O 7� avtZy` y6yr �r`b Varying Uniform Load S(S E) 0.1520->0.0 kilt Extent=0.0-->>5 f, Trib Width=1.0 ft y �°,n 7,7ti.1 _..:DEStGNSUMMARY -- ____. _______ -- —.... — --- ------- Desi.n N.G. 'Maximum Bending Stress Ratio = 1.161: Maximum Shear Stress Ratio = 0.478 : 1 Section used for this span 'x 6 Section used for this span 4x16 fb:Actual = 2,002.41 psi fv:Actual = 98.88 psi FB:Allowable = 1,725.00 psi Fv:Allowable = 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 11.952ft 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 0.794 in Ratio= 363 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 1.212 in Ratio= 238 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Overall Maximum Deflections-Unfactored Loads Load Combination Soax Max. '-"Der Location in Span Load Combination Max.'+'Deft Location in Span D+S 1 12122 12.040 0.0000 0.000 • -'VertI.Cdl<'Reactlons-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 4.061 3734 - D Only 1.300 1.300 S Only 2.762 2.434 D+S 4.061 3.734 G6 ��� Analysis Snowdrift 2005 rpw Iu := 80-ft Pmin := 25•psf hr := 12•ft+0•in DM := 1 Parapet or Drift Height Modifier Pg := 10•psf projection height 0.75 for roof projectior hr = 12 ft or parapet D := 0.13 ft• Pg+ 14•pcf P D = 15.3pcf g = 0.654 ft Pf := 0.7•Pg D Pf = 7psf P f hb := T- hb = 0.458ft he := hr- hb he = 11.542 ft he = 25.229 Drift to be considered when greater than 0.2 hb 7 -1 hd := ft •ib4 •0.43.3\X•4\/Pg+ 10•psf - 1.5•ft hd = 2.418 ft ,tom,:= hd•DM Drift Modifier hd = 2.418 ft Pd := hd.D Pd = 36.999psf Pd+ P f = 43.999 psf Pm := if[Pf+ Pd < D•(hc +hb),Pf+ Pd,D•(hc+hb)] D•(hc+hb) = 183.6psf Pm = 43.999psf w := 4•hd if hd s he 4•hd = 9.673 ft w = 9.673 ft 4•hd2 if hd > he 4•hd2 he = 2.027 ft Pm - Pmin he wd := Pm—Pf Wd = 4.967 ft 2 8•hc if 4h d > 8• hc 8•hc = 92.34 ft w SPcv 5 F'(, c G 'i Wind and Seismic Loads on Mechanical Unit Worksheet Calculates the wind and seismic forces for a rooftop mounted mechanical unit based on the ASCE 7-05 or the 1998 UBC OSSC, using the more conservative value. Hold down forces are calculated based on 0.6D + (W or 0.7E) load cases. Wind and Seismic Loads on Mechanical Unit Windspeed:= 100mph Exposure:= "B" Fastest_Mile:= "no" (Windspeed is a fastest mile value?) Seismic Parameters SDS:= 0.722 2.5 6 IE:= 1.0 Buildina Dimensions Category:= "II" Roof Elevation:= 201t Mechanical Unit Dimensions Displacement:= "Fan Unit" Weight:= 684Ib UnitHeight:= 33in Width:= 46in Length:= 74in Curb:= 14in SUMMARY Method Used= "ASCE 7-05-Analytical Procedure 6.5" D=684lb I I o ,.;4474,0 Displacement= "Fan Unit" VIA 1 {� EASD= 173 lb I-*111-*/mow hsei =2.542ft 1�'IKJ�,cta-rrJ smic �- W=819 lb S 1 �5� t�� lo se_,zs hWind= 1.958 ft 11X3503ft TWind=252 lb Notes: seismic=--80 lb • 1.Positive sign convention shown.Negative values indicate opposite direction 22 vr'(tv,J 2.X equals the width of the unit minus 4" �Jy tL A? rJ 5 CLAN._ Co \25-64 sT f4kA FO■l-Grt-S Cf3 Design Maps Summary Report http://geohazards.usgs.gov/desigrunaps/us/summary.php?template=m... USGS Design Maps Summary Report User-Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 45.43196°N, 122.76357°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III j r w a B! Ja L_ Ibl f _ Ei 1 5000m _ rton •t. s _ Mi(W8ukiR i p e {a #of ryy s3Y„`. • T{lalat.n a If ' ra r Ut1• a �Q ',144g g1apQ,4est USGS-Provided Output S = 0.975 g S = 1.082 g S = 0.722 g S MS Ds Si = 0.423 g S = 0.667 g S = 0.445 g M1 01 For information on how the SS and S1 values above have been calculated from probabilistic(risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP"building code reference document. MCER Response Spectrum Design Response Spectrum 0.40 1.10 0.00 0.99 0.72 - 0.04 0.04 0.77 • 0.56 .66 CT 0.44 in D.55 0.40 0.ld 0.32 0.33 0.24 0.22 0.10 0.11 0.04 0.00 D.00 0.00 0.20 0.40 0.00 0.00 1.00 1.20 1,40 1.00 1.40 2.00 0.00 0.20 0.40 0.00 0.90 1.00 1.20 1.40 1.00 1.00 2.00 Period,T(sec) Period.T(sec) For PGA,,,T CRS, and CR, values, please view the detailed report. Although this Information is a product of the U.S.Geological Survey,we provide no warranty,expressed or Implied, as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. 49- 1 of 2 3/6/2014 4:17 PM ti 5T Project: -Untitled82 04/08/2014 Prepared By: 09:20AM 5T Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Packaged Rooftop Builder 1.39g Page 1 of 8 Unit Report For 5T Project: -Untitled82 04/08/2014 Prepared By 09:20AM Unit Parameters Dimensions (ft. in.)&Weight(lb.)"" Unit Model. _._..._....48TCDA06A2A5-0A0A0 Unit Length' 6' 2.375" Unit Size' 06(5 Tons) Unit Width' _"____...._ 3' 8" Volts-Phase-Hertz: _ 208-3-60 Unit Height 2'9.375" Heating Type: _ Gas •-* Total Operating Weight:____._.____..__"._.._ 579 lb Duct Cfg Vertical Supply/Vertical Return Low Heat -- Weights and Dimensions are approximate. Weight does Round Tube Plate Fin Coils not include unit packaging. 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 1/2 Condensate Drain Line Size:__._. 3/4 Return Air Filter Type: Throwaway Return Air Filter Quantity:"__"—_"____". _ 2 Return Air Filter Size' — _ ___"_".16 x 25 x 2 Unit Configuration Medium Static Option Al/Cu-Al/Cu Base Electromechanical Controls Standard Packaging Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger-Aluminized(std.) No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48TCDA06A2A5-0A0A0 Rooftop Unit 1 Base Unit Medium Static Option Electromechanical control, No intake or exhaust option None Packaged Rooftop Builder 1.39g Page 2 of 8 Certified Drawing for 5T • Project: -Untitled82 04/08/2014 Prepared By: 09:20AM • NOTES: UNITED P.N.lot ONll 111!IOtY11N1 13 PP 7101E11f w n1111111Plnllw IECNY0l061ES 3/16[131,N1 An If rtI011)1 VIII TR UIPYn N H flw 1MT ttA e'tmii or t nt-3111[~[Mt 1. DIMENSIONS ARE IN INCHES DINE NSIONS UNIT J I CARRIER 0303 30A/011301«3Ur1E 113tlwnwlnl rnlpr t6w111 K3III6nt atwltA[1. IN l 1 AIE IN MILLIMETERS. IIIC-A04 77 716 18 S/1 twralnors nnul COMM, 2. CENTER Of GRAVITY • [0177 [1121 46TC-405 1 7/8 CONNECTION SIZES 33 11171]1 /13111 A 1 111' 1351 814 FIELD POWER SUPPLY HOLE 3.MOO.DIRECTION OF AIR FLOW 4813-406 15 III 7/ [6177 !31111 16 0 i' ISO)DIA IOWFR SUPPLY INOCAWI • 401C-A01 NI Sf1 1[3116 C 1 3/4' 1511 DIA GAUGE ACCESS PLUG 0 T/1' 1221 DIA FIELD CONTROL WIRING MOLE '� 35 011 3/1'-14 NP1 CONDENSATE DRAIN 313) • E F 1/2'-II NPT GAS CONNECTION 1 •-�f 6 2 1/2• 1611 DIA POWER SUPPLY KNOCK-OUT 12-I/I LCONONIZER HOOD 1{ 16)61 !OPTIONAL) 16061 lILTER ACCESS PANEL I 7XRY-TN[-1A5[CHART (TOOL-LESS) , COMP. + THESE HOLES REWIRED FOR USE • ACCESS CONDENSER COBTNPWROO1A01,603401 PAM[[ COIL I THREADED WIRE t[0'D MOLE _ [010111 SI![ ISF SIZES IYAY.1 ACCESS COIL � A 112' A[C. 111'122.21 ACCESS PANEL 25.5/1 10-1/8 ♦ I 112' 210 128'111.21 �/®� a RETURN 12771 'r . 711' 1001.0611 P00(6 1 1/1'126.11 _ RF IUtM AIR _ RETURN l�l�)•��— aHOIIEl 44 `1\� / Vii. •, „ AIR • 211 11131 112'117 GAS 1 7116' 130.01 111117 \ /� �' Q li FOR'1NAU FINE ONASE IAN'IAMBI OPTION, BACK 11118- f/ " I FITTINGS FOR ONLY 1,1, R Z ARE PROVIDED E ALT.J - SELECT EITHER 3/4'OR I/2' CURB '4W CONDENSAIE 71-3/1 1 FOE POWER, DEPENDING ON WIRE SIZE WIDTH 1 - - j :Y DRAINOPENINO . 80511 tt j IN NASEPAN SUPPIT 26-112 26.3/1 10011 PROVIDES 7/1'FPI THIN CURD 18.1// I Ali [6731 !1111 SUPPLY FLANGE l FITTING. [/Sf] I AIR 1 16-1/8 11-111 12-011 IIIIL 11113 13131 1311] SEE 6-1/4 1131 7 3-3/6 — 12-1/6 ...— ANSI 13011 16- �381 -4 HOOD —18.1/2 I [1061 TOP 14161 4-5/A I061/I I-Ifl 11161 12651 1111 ,•ELECONRECT —��—1 •I - j DISCTNYECI - �II [0347101, CONDENSER ACCESS NOS INDOOR BLOWER [SID. I I ILTER COIL =A, ACCESS PANEL ACCESS CONO[YSATF 1=1 DRAIN OPTIONAL -- _ • I J ® 16-3/4 I 167871 "IF• tf TORY AIp51Df INSTALLED °_ I �� 19-111 OPTIONAL II! /—MANDIf 11-311 SUIPL 1141[ I AIN INSTALLED CONV[OUTIET =— 1 1111] DISCONNC[T I I� ` / 11611 —I - O ——— `,/)-))4 6-516 '.. � {-116 — 1 El �ii 11681 Ii 00 /��- —: OO IISSI 3-3/4 HANDLE 1-3/6 I-S/I 7 1051 46-3/4 30-1/8 12131 11181 11111 6 11641 11521 [11871 I6-3/1 11-3/1 16611 BAROMETRIC 118061 31-1/4 RELIEF 11131 FLOW LEFT SUPPLY FRONT AIR 41 AIRDtY RIGHT • 1601 1411 1111161161 48TC 04-07 SINGLE ZONE ELECTRICAL 011 I 4844500993 0993 1 51 z 11-24-08 09-29-08 COOLING WITH GAS HEAT 5.t) Packaged Rooftop Builder. 1.39g Page 3 of 8 • Certified Drawing for 5T _ Project: ^•Untitled82 04/08/2014 Prepared By: 09:20AM • l 21(1(1 I.O.60,16M ISO MISS 13 IS rlxllll Or[x1111 CprouItN xMlsllw 0,6x1(11x0,03 a 00[011x6 STD'UNIT CORN[( COINED COINER CORNER TECRIOLOGIE3 Into x 606i61f1[011f01111001Y10(I(ICl01[[01011wix010110Y)(ih)11 KK6601(01(111X611•111(x00(6[101 UNIT 0(IGNT RIGNi IA) HIM 161 1E16111 ICI WEIGHT(DI C.O. HEIGHT CANNIER Imo 001IMA�101.0 0x[0 t01fx1. •a[rI•N[a lall•cI. LBS. IS. LBS. 66. LBS. 1G. LBS. N0. LBS. 16. I T 2 487C-A04 113 211 111 50 125 57 131 56 111 53 35 11111 23 15643 16 3/1[4111 461C-405 531 211 124 56 130 63 145 66 121 50 39 19111 23 15641 17 14321 187C-401 511--258 131 50 147 67 154 70 131 62 35 11911 23 15841 17 1/4[4381 481C-401 652 216 150 68 160 16 176 00 151 11 39(6911 23 15811 20 1/8 15111 CORNER A CORNER B . 3 ■ O 1 (1/6-'06 . '‘'\' '\ T � • • 6 CORNER D I CORNER C x TOP IliiIP .00 'i=' .� "='. : o o FRONT 51411 ■11 MIMES 48TC 04-07 SINGLE ZONE ELECTRICAL NV 2oF2 11-24-08 _ 09-29-08 COOLING WITH GAS HEAT 48TM500993 5.1) Packaged Rooftop Builder 1.39g Page 4 of 8 Performance Summary For 5T Project: -Untitled82 0408/2014 Prepared By: 08:20AM • PartNunlber4GTCDAO6A2A5-OAOAO *nSEs 13.00 Base Unit Dimensions Unit Length. '__'_'----- --__ 74.4 in Unit Width --'_—__ ____' '__ 44.0 in Unit Height. '-� in Operating Weight Base Unit Weight. • • 569 lb Medium Static Option:---_'____ • _--- '__—_.__. __-_—_'_- 10 lb Total Operating Weight. --__ __-_-_' _-__ -57s lb Unit unhvouage'pxaae *a rtr 208-3-60 Air Discharge. _ --. _ Vertical Fan Drive Type: Belt Actual Airflow' -__---_--_ —_-__- --__ 2000 CFM Site Altitude. -_'-----__ '--'---- 0 ft Cooling Performance Condenser Entering Air DB: ..... .95.0 F Evaporator Entering Air DB: _-'_--_ • _ao.o F Evaporator Entering Air vvB. —_______' '______.67.o F snte�nge,Enthalpy. --_-'----' _--_-_-- -- -_31.44 BTU/lb Evaporator Leaving Air DB: 57.9 F Evaporator Leaving Air e7.3 F Evaporator Leaving Air Erithalpy:_ —___— '—_'_- —24.eG BTU/|b Gross Cooling Capacity:. . '__'_—. '____._—__-_--- _-_—'--61.00 MBH Gross Sensible Capacity. 47.70 MBH Compressor Power lnput: _ _ _................. 4 43 kW Coil Bypass Factor __' -'_- __---'_' - 0.055 Heating Performance Heating Airflow. 2000 CFM Entering Air Temp' —_-_—_- -- ---_'—__— 70.0 F Leaving Air Temp* 97.3 F Gas Input Capacity '_'- _—'_- _- 72.0 MBH Gas Heating Capacity' _'__'---_—_'__— ___._—_—_ —_'_—'__—'''---'-5g.nV MBH Temperature Rise. 27.3 F Supply Fan • External Static Pressure' 0.75 in wg Fan RPM. 1306 Fan Power __--- __---'_--_—_'---__—___. -- 1.33 BHP NOTE --- ----'_------- ------_-_—_ Selected |pxx RPM Range: 1oo5'1«so Electrical Data (Before July 30,2012) Minimum Voltage. _-- __---___—__.--' 187 Maximum Voltage:. --' 253 Compressor RUN' 15.6 ~ CompnaaaorLR8• 110 Outdoor Fan Motor Qty. 1 Outdoor Fan FLA(ea) _'--_'---_--_--.—_'---__—'_— _ 1.5 Indoor Fan Motor Type. MED Indoor Fan Motor FLA.'--_-'_-_----'—_'-- -_--_-- _—_-- ---- ------- 5.2 Combustion Fan Motor FLA(ea): 0.24 Power Supply MCA. -_-'---'--'__—___'--'_—_.—_--_---.--'-- _--_--os.c Power Supply MOCP (Fuse orHACR):..___'- _-'—_--_'__- _ -__--'_'40 Packaged Rooftop Builder 1.39S Page 5 of 8 • • Performance Summary For 5T Project: -Untitled82 04/08/2014 Prepared By: 09:20AM Min. Unit Disconnect FLA: 26 Min. Unit Disconnect LRA:.__ ___-_.__._�.._�____. ._ _.. _ _ .� 144 Electrical Convenience Outlet None • Electrical Data(July 30,2012 and Beyond) Indoor Fan Motor FLA. -..____... _ -._.._. _.. _....6.9 Power Supply MCA: 28 PowerSupply MOCP:. _ _.._.._ __..__.---...____ ._.___ ..____.._..._._..�..._....._ .._. _ _ 40 Disconnect Size FLA:-.._ __ __...._.._ ___.. _ _ ._ .___ _...._....__.._._....-_-...._ 28 Disconnect Size July 30th and beyond units can be identified by serial number 3112XXXXXXXXX and higher Control Panel SCCR:5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels,db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 88.1 87.6 84.0 125 Hz 83.3 80.3 82.2 250 Hz 76.3 67.4 76.3 500 Hz 72.0 64.5 74.8 1000 Hz 68.5 63.8 72.5 2000 Hz 62.9 58.0 68.8 4000 Hz 64.8 53.8 65.6 8000 Hz 60.4 46.6 61.8 A-Weighted 75.4 69.8 78.0 Advanced Acoustics i CO .41 E I 0 - O Advanced Accoustics Parameters 1. Unit height above ground. __ 30.0 ft 2. Horizontal distance from unit to receiver._ 50.0 ft 3. Receiver height above ground: __ 5.7 ft 4. Height of obstruction. _ ..__ 0.0 ft 5. Horizontal distance from obstruction to receiver 0.0 ft 6. Horizontal distance from unit to obstruction:-_ 0.0 ft • Detailed Acoustics Information Octave Band Center Freq.Hz 63 125 250 500 1k 2k 4k 8k Overall A 84.0 82.2 76.3 74.8 72.5 68.8 65.6 61.8 87.2 Lw B 57.8 66.1 67.7 71.6 72.5 70.0 66.6 60.7 77.7 LwA Packaged Rooftop Builder 1.39g Page 6 of 8 1 Performance Summary For 5T Project: —Untitled82 04/08/2014 Prepared By: 09:20AM C 51.6 49.8 43.9 42.4 40.1 36.4 33.2 29.4 54.8 Lp D 25.4 33.7 35.3 39.2 40.1 37.6 34.2 28.3 45.3 LpA Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A-Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. Fan Cu ve q 113 110081d \ \ - \ • 1s ci1.4- _ `\ c t X12 gum \ s2 _ accefp= 7 T': i.. V) r ca 10 ED_ \ f Uce 76 7mF�n 1\ U) 2006}\ Q4 - .. , , BRHP al l' i .9:75814' CO 03 OS 09 12 15 15 21 24 27 Airflow(CFM-thousarxis) RPM=1306 BHP=133 Ma ximumRPM=1466 MaximumBHP=2.90 Note:Pl easecontactapplicationengineeringforselectionsoutsidetheshadedregion. SC-System Clove RP-RatedPoint • Packaged Rooftop Builder 1.39g Page 7 of 8 . , Unit Feature Sheet for 5T . Project: -Untitled82 04/08/2014 Prepared By 09:20AM C e WeatherMaker — 48TC PACKAGED ROOFTOP GAS HEATING/ELECTRIC COOLING UNITS 3,4,5.c.75,8.5,10,12.5,15 TONS STANDARD FEATURES INCLUDE: • Pumn("+10Aj HFC.refrigerant N • ASHRAE30 1-ne.rgycompliant �''': `°' • Scrod compressors with internal roe break and overload protection • Single-stage coating capecitjcammt an 04-12 models Tao-stag=_cooing capacity control on 08-15 mode's • SEEF.'s up to 13.0.EE.F.s up to 11.1 and IEERs up to 11.8 • Auto!„refrigerant metering system . • Exclusive non-carasve composite condensate pan in accordance.rith AS HRAE Standard 52.sloping design.Sidi or centerdrem • • Standard cooing oneracon up to 115`F(45 C)and down to 40`F(4`C) n _ -down to 25`F(s`C)with winter sten ldt • Pre-painted extarorpanet and primer-coated interior a nil;tested to • 500 hour salt spray prot=ection • _ • Funyinsutedcoomet • • ExclusiveIGC said-state controtfaron-dcarddregna;PaswithLED errorcode designation bumereontmi?ogic and env.rgy saving indoor • fan rotor delay • Low riax models that meat California A;^Cue 1y Management Optional Louvered Hail Guard Shown • Induced draft gas heat^.arrraus.on design • Redundant gas vanaswrth up to two stages of heacng • Low pre-:sure and high pressure switch protected. y MAINTENANCE FEATURES: -_ •▪ 4�ss pen=s With•rag.nod hander r,. �i1xU - • Innovative-inch Ste rag no-strip re+xs on unit access panels 11R ll woinch d:spossbe return air-fitters and-acHS;rater access door _.__ �Itr'_ • 5j1 dove eve parstdr-ran melon end pu.leycombinat:ans • Newtemmnal board fecadsting smole safeetyorroud troubleshooting and sirnasifed control box arrangement WEATHERMAKER SERIES • • Ex .wt IGC so6ystate control for on-apart diagnostrs wit.'LED Weatherklaker(48TC)unitsareonepiecegasheatng electric '-�rcahede nation.bumercontroltog candenergysavingindoor cooling units that are pre-wired and charged with Puron fan motor delay. (R-410)refrigerant They are factory tested in both heating INSTALLATION FEATURES: and cooling modes, and rated in accordance with AHRI • Tnru-the-botlompoti:'erentrycsosoaly • Standards 2101240(04-06 sizes)and 3401360(07-16 sizes)_ • Single.paint gas and e ctrccnnecrans WeatherMaker units are designed in accordance with UL • Full peraneter base tel d.sith built-:r rigging adapters and fors.slats Standard 1995,and listed by the Underwriters'Laboratories: • Feld conyertiolef^;mv=dal tonartzantsl airflow for slab mounting. (15 sce winders require field instated sundry duct cavern. Approved and certified by: STANDARD WARRANTY: • 10-yearhest exchanger-15-year s sww s;stem a ot:o n • year compressor P.M MUMBLED_ • 1-year parts o. • 3-yearparteon NovationCo ride riser was-where ave.i:eoe • Manyoptbnal upgrades also evadable C US ,,. ,.. OPTIONS INCLUDE BUT ARE NOT UMITED TO: "°,',"„�,�;";;;,,� • Pran erLnxw and Rill Open Muth Protocol DDC Controls s.+s.cu.,. • Suopyand Return Air Smoke Detectors.high aleto motors •....... ..0 • Louvered condensercoilguards • Econorn¢er,disconnect and conwenunce outlet ppt:orns . a StsinlsseSteeiheattxtssnger option • Corrossn resistant coil coating. . • 1-iumdi-1.lCer`adeotm denumdiftaton system evaSeolaen a9 models with RTPF condenser colt-Motor Roster I container included - Certified to ISO 9001 • Hinged aaaeaapaned ' Fora co r.Klrete last of options and ccceaaarrs refer to the Product Data Catalog forth)unit. Packaged Rooftop Builder 1.39g Page 8 of 8 SUBMITTALMicroMeti 48TC A04-48TC A07,48TC 804-B04-48TC 50TC B076070,50TC A04-50TC A07,50TC Part Number: 0537-014A-00010 FORM NO. 1174-1D I 3/14/2014 Submitted To: Company: Job Name: • Notes Opening for thru 1 314"Alt.drain hole the bottom electrical connections Knockdown Curbs Blocked top llpiKI.C.....164.. co rners Full Perimeter � de NOTES: �- \ Retor� �� a„ • *Custom Heights Are Available. 20 1/ / 1 7/\ ,/ • *Fully Insulated Perimeter Curbs Are Available And ` Supply air Designated With A"CI"Suffix. • *Hold Down Brackets Are Available For Most Curbs. 67 3/8" • Attach Ductwork Directly To Roof Curb.Flanges Of Duct 1 3/4"-1° { ' Rest On Top Of Curb. I 37 /16" • Any Posted Weight Is Actual Weight,Not Shipping Weight 1,. • All Dividers&Supports If Present,Are Flush With Top Of Curb Unless Noted. A *Please Contact Factory For Pricing and Availability L CROSS SECTION FEATURES: OF CURB 2.. • Ships Knockdown,Assembly Hardware Provided When • Needed. • Deck Pans When Factory Provided,Are Factory Insulated. • Constructed Of Galvanized Steel. 0537 Series Roofctirb Specifications (in inches) • Gasketing Package Provided. MicroMeti Part No. Carrier Part NO. A Weight • Full Perimeter Wood Nailer Provided. 0537-008A-00010 8" 71 lbs 0537-011A-00010 11" 82 lbs (0537-014A-0001 CRRFCURBOD1A02 14" 94 lbs 0537-018A-00010 18" 0537-024A-00010 CRRFCURBOD2A02 24" 131 lbs C•70 1 THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MIROMETL'S WRITTEN CONSENT MicroMetl Corporation... Indianapolis Indiana— 1-800-662-4822, Sparks Nevada— 1-800-884-4662, Longview Texas 1-903-248-4800 . . . - I . J Part Number: SUBMITTAL MicroMetl Down Discharge Economizer with 100% Relief Capability for Carrier 48/50TC A/B04-A/B07; 0688-0101 FORM NO. 2895-1 OP DATE: 2/12 50TCQ A04-A07; 48/50LC,HC A04-A06; 50HCQ A04-A06; 48/50TF,TM,HJ,TFQ 004-007; 48/50HE 003-006 Units SUBMITTED TO COMPANY: 0688-0101 Static Pressure Loss DRAWN BY: Through Economizer 0688-0101 Barometric Relief JOB NAME: mm 025 EQUIPMENT: am NOTES: 0.2 N V 31m FEATURES: 016 0 • Gear driven dampers eliminate slippage associated with R.trrrnAlr ism standard linkage. ° 0.1 .4� m lom • Designed specifically for down discharge applications. Easy to LS -�out0di Air li install. Easy to service. OM sm • Lower static pressure loss through economizer dampers. • Greater barometric relief capabilities. 0 0 • Factory assembled rainhood with aluminum filters in both 0 500 ,0m 1500 2000 2910 moo 0 0.1$ 0.1 0.16 0.2 0.25 03 0.35 outside air and relief hoods. A"tlON7(cirri Static Pressure tin w.g.J • Uses filter access door shipped with HVAC unit. ECONOMIZER PART NO.S • Rainhoods are sloped for 0688-0101-00920 Economizer w/no controls ' water run-off. � ��`� Economizer w/fixed • Hardware cloth over Imo- 0688-0101-9J920 relief damper. dry bulb controls CC<<•�� Drive gear `� 0688-0101-54920 Economizer w/modulating Access door attached to enthalpy controls shipped with Side View 0688-0101-9A920 Economizer w/modulating HVAC unit the motor 0688-0101-9J920-A adjustable dry bulb controls o 0 Filter •, II%t Economizer motor Weight:;:hy,..� \ Q ; Evaporation ANON \ ,' and harness / coil .,,..,,.',y 'i• Gear driven ---r- y i020 g7`�� Sloped I ,, ����� ' dampers , SC 19 1/4" nonomizer ncludes '�� ;rr� fry��/ r W7212 �,I,, !_-f 'x�`lr o ,� le of 002, Outside I r_ Q/ and power air �I� I ntrol. I� rte`e o 'O / �` Aluminum water en- G r' 4 S trainment filters I ; • O O k Rainhood ships \� fully assembled Relief air 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•905 SOUTHERN WAY•SPARKS,NV 89431•1-800-884-4662 r • it -V • Lns ,... , ,,,. ,, i., . • r-�•'1,, 4.44.16. LEGEND • • \��� �' l /..4 IL _ ARCHITECTS EXISTING PMTTTIOI 720 NW Davis 503.221.1121 is _ �O '-"�'_ - :. --,� Suite 300 503 221.2077 D c QEnCf .1®gym �/nr . 1JNIXR RATED WALL A�,•F n _ _ Portland OR 97209 WawJrsarcRtecss.com • ©,` (SEE DETAL d/AT01) 0 •��hny�titiel� LU NEW BUILDNG STANDARD PARTITION O ,���� (SEE DETAIL 5/AI01) I ri GPIIM' • 1-,,.- RECITE PARTTIION ^�'� I D� DOER FRAME 6 RF1ffE TYPES �Y!-lY✓ 0 f-_«T `J J >. o 0© 1II1e �►� � (SEE IF/ V 3645 �� INIXON� '� Is v WpV ■ BELOW ITEMS SHOWN FOR REFERENCE ONLY •y I' N0.ON .'y.� 111111111 7 WATCH • • Ill (,-i II!!♦ Lt .111©11 ✓".9., 1,1 R. TELEf DATA OUTLET OF CO• P.iii --- NI •`111 -111 ,T I 0 DUPLE(OUTLET 0 ©�4""`T I . �/ QUAD OUTLET ® SPECIAL OUTLET EIESTING A CG14EE 8 ' Op �' m JUNCTION BOX CONSULTANT: CrI THERMOSTAT II_=a°. 1 _- iI1,'7I'� + ^�/fIlI e BUNK OUTLET 1'II1 ^I EXISTING I «G_J NEw O I ,©�O Y • -~ .Q.III � _ - .e - j R RELOCATED 0 �•'J• ;. o• ,, , ►�,, FE FEE EXTINGUISHER O 1-- '-�F LIB q 'trey - — I III ; tE1N 6YP5UM BOV2D FRAMED CEILING i�1 W I I I1 j _ n (SEE OETAL9I A3M) ® i A s 3 G.C YAr> TESS 4 V �1 Jr�C� /�., NEIYSUSPENDED ACOUSTICAL CEILING • 1° 11 N 0 iIi1iaI111►III� GRA ST]I[M t? -- ® ' w '.'�'—'F I --� - �""--.•--- El I 204 ACOUSTICAL SUSPENDED CELING E.© L. _ HVAC SUPPLY %r•a 1. � El RETURN En r J l% ® •�i- C L-ro51NY'� 11E1 511 �Mi LIG®N111111:1l1N N EXISTING BUILDING STANDARD LIGHT FIXTURE E ® ® © ,� I 11 ® PROVIDE NEW OR RELOCATED BUILDING Y STANDARD 2H LLCM FIXTURE • I f.175T1'I•f%N ., . .RC__ 0 RECESSED LIGHT FIXTURE • V • A !iIOOla!IkIHhIiIIiI IS ®+ COT SIGNS DM INTEGRAL ARROW WHERE OCCURS) A INERT NIKT oat ® i — .1■1 , 1.a�1 1_— e ATEµ PROJECT NUMBER: 214050 •D BSc 1�T rlf I■'■1" HhiIMI Chester Labs $ \ �� � IFI■�1111-I L'�I�I/OiI'11 � M-1 CEILING HEIGHT AFF �O �-.-... -.n��I♦s• 0+ O Park 217 Business Center • N N ® POWER PaE Building 1 12242 SW Garden Place 2. FLOOR PLAN f 3. REFLECTED CEILING PLAN Tigard,OR 97223 SCALE IR'•14' SCALE:1T•1 o FLOOR PLAN GENERAL NOTES FLOOR PLAN KEYNOTES RCP GENERAL NOTES FINISH LEGEND 1.DIMENSIONS ARE TO FACE OF RNA UNLESS OTHERWISE NOTED.ADVISE ARCHITECT OF 1. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED.ADJUST LIGHTING CARPET ANY DISCREPANCIES PRIM TO CONSTRUCTION. O DEMO EXISTING ELECTRICAL IN SPACE WHERE NEW WALL LAYOUT OCCURS.IF INTERFERES (INCLUDING EGRESS)AND FIRE LIFE SAFETY SYSTEMS AS REQUIRED BY CODE. CPT-I TO BE SELECTED WITH NEW LAYOUT. 2 ALL ELECTRICAL 6 MECHANICAL WORK IS DESIGN BUILD-DEMISE AS REQUIRED SO EACH REMOVE AND SALVAGE DOOR WHERE SHOWN.INFlLL OPENING TO MATCH AO.MCENT 2 ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING 6 NEW LIGHT FIXTURES SHOWN FOR VINYL COAWOSTBON TEE SUITE HAS SEPARATE LETERS O SURFACES. REFERENCE ONLY.VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO VC-1 TO BE SELECTED ARGHITEGT.SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO 3.REMOVE EXISTING FLOORING d BASE AND PROVIDE NEW THROUGHOUT UNLESS Lp(IRADE EXISTING WALLS TO 1 HOUR RATING AS SPECIFIED.PROVIDE NEW WAIL WHERE CONSTRUCTION.CLEAN d RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO JOB SHE-TWA OTHERWISE NOTED. VIA MOWED. COMPLETION SV-I TO BE SELECTED I.PAM AFFECTED AREAS ONLY TO MATCH EXISTING TOUCH-UP ELSEWHERE AS NEEDED. DEMO EXISTING ISIATA AND CABINET ON EAST WAIL AT WORKROOM.SOUTH WALL 1. ALL MECHANICAL WORK IS DESIGN BALD-EXISTING 6 NEW DIFFUSERS SHOWN FOR RUBBER BASE ODEMOEXITBREMAIN REFERENCUUONLY.VERIFY EX ISINGCONDITIONS AND REPORT ANY DISCREPANCIES TO RB-1 TO BE SELECTED 5.REMOVE 6 SALVAGE DOORS,FRAMES.6 RELIES FOR REUSE WHERE NEW DOORS.FRAMES ARCHITECT.SUBMIT MECHNCC LL PLANS TO ARCHITECT FOR REVIEW PRIOR TO 6 HARDWARE ARE PROVIDED.MATCH COSTING BUILDING STANDARD TYPE.SIM.FNISH 6 WIREMOJI ON EAST WALL TO BE REMOVED.CONTRACTOR TO VERIFY IN FEUD F SOUTH CONSTRUCTION.CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION. PANT F CODE TOUCH LIP EXISTING FRAMES&DOORS WHERE NEEDED TO APPEAR AS NEW. O WALL PORTION CF IARENOLD CAN REMAIN INTENTION IS TO MAINTAIN ELECTRICAL AND P 1 TO BE SELECTED DATA ON SOUTH WALL ABOVE CARREL-TS. A SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING.STROBES.SMOKE DETECTION SHEET TITLE. ga 6.WHEN BUILDING A NEW DEMISING WALL AND CREATING A NEW VACANCY FINISH BOTH SIDES 6 SPRINKLERS TO ARCHITECT FOR REVIEW MID COORDINATION PRIOR TO CONSTRUCTION. MASTIC LAMINATE Y OF NEW WALL MID PROVIDE PANT.REPAIR EXISTING CEILING ON BOTH SIDES TOAPPEAR pppVIOE(2)NEWACCESSIBLETORETROOMCONSISTINGOFNEWUVATORY.T06ET, PL-I (VERT1CALS)TOBESELECTED Construction Plans ! AS NEW PROVIDE ADEQUATE MECHANICAL COVERAGE TO BOTH SUITES MID SPLIT METERS 6 5. REPLACE ALL DAMAGED CEILING TILES 6 GRID TO MATCH EXISTING BUILDING STANDARD. R-2 (HORIZONTALS)TO 80 SELECTED ASNTROLSEO.ADJUST SWITCHING AS REQUIRED SO EACH SUITE HAS SEPARATE MIRROR,CF_NNG FAN,AND GFl OUTLET. CONTROLS. PROVDE NEW PLASTIC LAMINATE UPPER AND LOWER CABINETS.WITH ADA STAINLESS 6. WHERE NEW LIGHTS ARE ADDED•MATCH EXISTING BUILDING STANDARD TYPE AHD FINISH. • A T.PROTECT ALL AOIACENT AREAS WRING DEMOLITION&FROM OUST AND TRASH INTRUSION. OO STEEL SINK 8 FAUCET. PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH=STING • AND/OR NEW CONSTRUCTION. O TERMINATE ALL SUITE ELECTRICAL TO THIS LOCATION I ALTER AS NEEDED. I B.REMOVE BLINDS&WINDOW COVERINGS FOR REUSE CLEAN MID REINSTALL PRIOR TO JOB O PROVIDE NEW REUSE RCP KEYNOTES COMPLETION.REPAIR PNDIOR REPLACE ANY MISSNG ANDAR DAMAGED WINDOW DEMO VENT AT BASE OF E10ST1NG WALL NEW CEILING IN THIS AREA AS SHOWN.DEMO IXISTNG.SALVAGE DEMOD LIGHT FIXTURES TEIMINNI g DRAWN BY: 23 COVERINGS TO MATCH EXISTING AS NEEDED THROUGHOUT EWERS AREA OF WORK 1B U FOR RELOCATION IN THIS OTHER U)EA S AREAS,N.NEEDED. XY�Y • ] 11 PROVIDE FIAIE HOOD.LOCATION TBD. DATE ISSUED: 01.1210 r NEW LIGHT FIXTURE LAYOUT SHOWN IN THIS ROOM.FIXTURES SALVAGED FROM AREAS OF 1 12 RELOCATE TENANTS EXISTING WATER HEATER AND BACI1FL0W TO THIS SIDE OF DEMISING G CEILNG OEMOLff1ON. WALL ,,C,,44 O3 DEMO EXISTING CEILING AS NEEDED TO ACCOMODATE NEW FUME HOOD,LOCATION TBD. V'EMERGENCY EXIT ONLY SIGN. R e. 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