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Permit (106) vi CITY OF TIGARD FIRE PROTECTION SYSTEM PERMIT 1111111ti; COMMUNITY DEVELOPMENT Permit#: FPS201600047 T!GARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 03/31/2016 Parcel: 1S1260000300 Jurisdiction: Tigard Site address: 9374 SW WASHINGTON SQUARE RD R05 Project: Verizon Subdivision:VASHINGTON SQUARE ESTATES NO. Lot: S Project Description: Fire alarm for TI. Contractor: SIEMENS INDUSTRY INC Owner: PPR WASHINGTON SQUARE LLC 15201 NW GREENBRIER PKWY PO BOX 847 SUITE A4 CARLSBAD, CA 92018 BEAVERTON, OR 97006 PHONE: 503-207-1839 PHONE: FAX: 503-207-1901 FEES Description Date Amount Specifics: Permit Fee-COM 03/31/2016 $102.20 12%State Surcharge-Building 03/31/2016 $12.26 Type of Use: COM Plan Review-Fire Life Safety-COM 03/31/2016 $40.88 Class of Work: ALT Type of Const: IIB Info Process/Archiving-Lg$2.00(over 03/31/2016 $4.00 Occupancy Grp: M Height: ft 11x17) Stories: 1 Hourly Building Rate 03/31/2016 $180.00 Hourly Building 12%State Surcharge 03/31/2016 $21.60 Commercial Sprinkler System: Sprinkler Required: Sprinkler Type: Standpipe Required: Hazard: Density: 0 Design Area: 0 K Factor: 0 Commercial Fire Alarm System: Fire Alarm Required: Yes Alarm Type: Automatic Pull Station Required: No Smoke Detectors Req: Battery Calcs Provided: No Cut Sheets Required: No Total $360.94 Valuations: Required Items and Reports(Conditions) Sprinkler Valuation: $0.00 Residential Square Footage: 0 Fire Alarm Valuation: $2,820.00 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain a copy of the rules or direct questions to OUNC by calling 503.23 r 1.800.332.2344. Issued By: Permittee Signature: Li i Call 503.639.4175 by 7:00 a.m.for the next available inspection date. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. Building Permit ApplicationCe‘ Fire Protection System ck_► 2016 FOR OFFICE USE ON1.1 City of Tigard 1 Received g MPR �� DateB : V Permit No.: J ` I 114 '" 13125 SW Hall Blvd.,Tigard,OR 97223 P Plan Review," `AMU, 11 Phone: 503.718.2439 Fax: 503.598. 0Q�/ O` 11 j S\O,` Date/B : r L� Other Permit: r`� ' Inspection Line: 503.639.4175 ] ` , 1w\Gp`V Date Ready/By: 7 ��� Jens ra See Page 2 for Internet: www.tigard-or.gov '1\,�Q�`� Notified/Methodt3 O`9/� �� Supplemental Information e— ,101-#A, fi1'P O R)EQeUIRED D TAk 1-AI�II s 2.- 1l 014 I IG4 v ❑New construction ❑Demolition Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all ®Addition/alteration/replacement 0 Other: equipment,materials,labor,overhead,and the profit for the - work indicated on this application. �i,g �' „-k „�A�'�GORY y�1F COI�STRiICT10N ' ❑1-and 2-family dwelling ®Commercial/industrial Valuation: $ 0 Accessory building ❑Multi-family Number of bedrooms: ❑Master builder ❑Other: Number of bathrooms: JOg S1 JNFO1 MATtO AND LOCATION Total number of floors: Job site address:9374 SW Washington Square Rd. New dwelling area: square feet City/State/ZIP:Tigard,OR 97223 Garage/carport area: square feet Suite/bldg./apt.no.:R05-R07 Project name:Verizon Covered porch area: square feet Cross street/directions to job site: Deck area: square feet Other structure area: square feet RE+QU,1REDDATA: MMERCIAL-USE+ cilvCKLISvz Subdivision: Lot no.: Permit fees*are based on the value of the work performed. Indicate the value(rounded to thenearest f all dollar)oTax map/parcel no.: equipment,ma erias labor,overhead,and the profit tfor the �) work indicated on this application. Testing of fire alarm after construction. Valuation: $2820.00 Existing building area: square feet New building area: square feet 0 ROPER O`4S ER Number of stories: Name:Verizon Type of construction: Address:9374 SW Washington Square Rd. Occupancy groups: City/State/ZIP:Tigard,OR 97223 Existing: Phone:( ) Fax:( ) New: �w. q y 1 ®e ADPL 1211`' C©NTACT PERSON NO C !,4� r Business name:Siemens All contractors and subcontractors are required to be Contact name:CJ Volesky licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: 15201 NW Greenbrier Pkwy,A4 jurisdiction in which work is being performed.If the City/State/ZIP:Beaverton,OR 97006 applicant is exempt from licensing,the following reasons apply: Phone:(503)896-9387 Fax::(866)254-0669 E-mail:cj.volesky@siemens.com �,. °� '' CON RA O �; * f .� BLI�„T�][I�+�PERI4II''i EJ�S "' Business name:Siemens (Pleasere)/ert eeschedule) Permit fee: Address:15201 NW Greenbrier Pkwy,A4 City/State/ZIP:Beaverton,OR 97006 State surcharge(12%of permit fee): FLS plan review(40%of permit fee): Phone:(503)207-1900 Fax:( ) (Due upon application submittal.) CCB lic.:133041 Total permit fees: Volesky rhwtally si0nndly Vnlnaky Clyde ON:cn=Vdesky Clyda,o-Siemens, mail=cj.voleskyQsiemens.com Amount received: Authorized signature: Rave":Iamthe author orthis Clyde aOar^'10i6ocumam 03.3d^B'23',d PVC' This permit application expires if a permit is not obtained Print name:CJ Volesky Date:3/14/2016 within 180 days after it has been accepted as complete. * Fee methodology set by Tri-County Building Industry Service Board. I:\Building\Permits\FPS-PermitApp_071514.doc 440-4613T(11/02/COM/WEB) City of Tigard: Fire Protection Permit Checklist Page 2-Supplemental Information Describe work to be done: 1.) Type of Work: 2.) Addition/alteration only to sprinkler heads: 3.) Addition/alteration only to alarm devices: 0 New system Number of sprinkler heads: Number of alarm devices: 15 ® Addition or ❑ 1-10 heads: Affidavit required and ❑ 1-5 devices: Affidavit required and Alteration (3)copies of sketch showing area (3) copies of sketch showing area to existing of work within building structure of work within building structure system ❑ 11+heads: Plan review required and ® 6+ devices: Plan review required and (3) sets of plans. (3) sets of plans. Additional description of work: Some devices were removed and reinstalled after construction. We are going to test for proper operation. Type.o System Complete A B,C or D ;applicable); „F A.) Commercial Sprinkler ❑ Wet ❑ Dry Additional Standpipes Information: Hazard Group Density Design Area K.Factor Sprinkler Project Valuation: $ TyP �� Food Fire S��� ession .. .x Hood Project Valuation: $ C.) Fire Alarm Submittal shall Battery Calculations ❑ Yes include: Individual Component ❑ Yes Cut Sheets Fire Alarm Project Valuation: $ 2820.00 D) Residents Sprinkler(Stand Alone System) Square Footage: Permit Fee: 0 to 2,000 $198.75 2,001 to 3,600 $246.45 3,601 to 7,200 $310.05 7,201 and greater $404.39 Sprinkler Project Square Footage: sq.ft. Fire Protection Permit Fees Project valuation subtotal (see A,B &C above): $ 2820.00 Permit fee based on project valuation (see fee schedule): $ Permit fee based on square footage (see D above): $ State Surcharge (12%of permit fee): $ FLS Plan Review (40%of permit fee): $ TOTAL: $ D:\Users\volcskyc\Jobs\WSQ\5200473615\VSQ-Verizon\FPS_PermitApp.doc 2 Design`Maps Summary Report http://ehpl-earthquake.cr.usgs.gov/designmaps/us/summ h ?tem ... azYPP P iiI Design Maps Summary Report User-Specified Input X P ure Report Title Recovery Works HVAC )7.° Y4Pk Fri February 19,2016 19:02;46 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 45.42939°N, 122.77358°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/I1/11I • -r,_- •r M.7 ` ' r and 4, fr ! g ` ". „i ._,... .......w z._.._�..,. "^+_- tea.-+rr�lve.+w.' I ., i � 03.--':,„. .11 4�f� lei ��- {' AF T,y S' 1 C4'. h'• Y � � '�S r' *--0- * '-'' '. - ' t';i4=''' ---4- ';':141(01) ,, - . ob' -0:':'`," ', , _' ,,,,,..."sv-,,,,,'',F" '4 4111*0* s` - 14,7 A rc ,, . , ' a. -. �,, ur ,,,• • USGS-Provided Output w Ss = 0.971 g SMs = 1.079 g Sys = 0.719 g Si = 0.422 g Smi = 0.666 g SD' = 0.444 g For information on how the SS and Si 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. MCE5 Response Spectrum Design Response Spectrum 1.10 0.72 0.33 0.64 0.06 0.58 0.77 �+I 0.24 a 0.42 ifl S 0.55 , ri 0.40 ' 0.44 0.32 0.33 0.24 0.22 0.1i 0.11 0.00 0.00 0.00 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1.60 1.60 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 Period.T(sac) Period.T(sec) For PGAM,T1, CRg, and C/1 values, please view the detailed report. 1 of 2 2/19/2016 11:11 AM CIDA RECOVERY WORKS HVAC RNH TEL:(503)226-1285 2/19/2016 FAX:(503)226 1670 160XXX.01 MECHANICAL UNIT ATTACHMENT-LATERAL FORCES RTU RTU X ON 14" CURB W,:= 10501b Weight of unit We:= 1301b Weight of curb Wt:= W,+ We Wt= 11801b L:= 87.375in Length of unit L,:= 78in Length of Curb wm:= 54in Width of unit we:= 49.75in Width of curb hm:= 49.in Height of unit h�:= 14.in Height of curb hmc:= hm+ he hmc=63 in Total height of unit on curb SEISMIC PARTS AND PORTIONS (TIGARD,OR 97223) Mapped S,:= 0.971 site class= D Sins:= 1.079 Peskin 2 SDS:= 3•Sms Sps =0.719 h:= 25ft Ip:= 1.0 ap:= 2.5 RP:= 6 z• := h Air side HVAC component 0.4•a •Sps•I z FPu„it:= 1 +2.— •W F 377.65 lb 0.7•F 264.35 lb P P RP h P puma= Punit= 0.4.ap•SDS•Ip z\ FPtotal R1 +2•h I•Wt Fptoud=424.41 lb 0.7•Fptutai=297.08 lb p I( WIND LOAD: BASED ON 2012 IBC/2014 OSSC Vas:= 120 Exposure B Kd:= 0.85 Klt:= 0.7 Kat:= 1.0 GC,:= 1.9 GCr vert 1.5 ql:= 0.00256•Kh•Kz•Kd•V3s2•psf F:= GCr qz F=41.67 psf Pwind unit:= F•L•hm Pwind unit= 1239.06 lb Pwind total "Arne wind total = 1593.08 lb E:\adcadd116\000-2016 mechanical unit projects\Recovery Works HVAC \STRUCTURALVateralMECH RTU curb (ASD).mcd RGz CIDA RECOVERY WORKS HVAC RNH TEL:(503)226-1285 2/19/2016 FAX:(503)226 1670 160)0X.01 WIND LOAD: BASED ON 2012 IBC/ASCE7-10 VERTICAL Fvert qi GCr vert Fvert=32.9 psf Pwind_unit vert Fvert'1-'wm 1wind unit vert = 1078.03 lb pvert unit:= 0.6Wp—0.6Pwind_unit Pvert_unit =—16.82 lb < 0, Net Uplift vert Pveri total:= 13-6(Wt)—0.6Pwind unit_veR Pvert_total =61.18 lb < 0, Net Uplift OVERTURNING-UNIT TO ADAPTER LC#7 0.6D+0.6W LC#8 0.60+0.7E WIND-Overturning at unit to adapter SEISMIC-Overtumincl at unit to adapter Lamhm Mot seismic unit FPunit' 2 Mot_wind_unit Fwind 2 unit' M _w =2529.7616 ft Mot saismic_unit =771.04 lb ft Mot_wind unit 0.6Mot wind unit (0.7•Mot seismic unit) (0.6—0.7.0.2.Sps).Wp Fup_wind_unit WFup seismic unit wm — 2 c Fup wind wait =,366.12 lb Fup_seismic unit =—142.19 lb 0.6-Pwuut unit=743.44 lb 0.7•Fputut=264.35 lb WIND GOVERNS UNIT TO ADAPTER ATTACHMENT Desion attachment for 744 sliding and 366Ib tension at unit to curb connection—18GA curb 0.6•P ; d unit=743.44 lb Fup „I_writ =366.12 lb nSCREW 4 Try 18GA x 6" clip with (4)#10 screws per clip VCLIP:= 4711b SHEAR CAPACITY OF CLIP 0.6Pwind unit USIFAR USHEAR=0.789 2•VCLIP U F"p—t"� 'it UPLIFT UPLIFT= U 0.78 Use(1)clips per side �= I•VCLIP EAadcadd\161000-2016 mechanical unit projects\Recovery Works HVAC \STRUCTURAL lateralMECH RTU curb (ASD).mcd KC,3 CIDA RECOVERY WORKS HVAC RNH TEL: (503)226-1285 2/19/2016 FAX:(503)226 1670 160X0X.01 OVERTURNING-CURB TO ROOF LC#7 0.6D+0.6W LC#8 0.6D+0.7E WIND-Overtuminq at unit to curb SEISMIC-Overtumina at unit to curb h Mot wind total= Pwind total' 2 Mot_seismic total FAtotal.( h2 al Mot,wind total =4181.84lbft Mot_seismic == 1114.07lbft F (0.6Mot_wind total) _ Pven total F (0.7•Motseismic_total) — (0.6—0.7.0.2•Sps)-Wt up_._to� '= w 2 up_seismic_total w 2 c c Fup w; d_wtal =574.6216 Ft�_�; ;c �� _—106.48 lb 0.6•Pwind total =955.85 lb 0.7•Fptotay =297.08 lb WIND GOVERNS CURB TO ROOF ATTACHMENT Design attachment for 956 lb sliding and 575 lb uplift at curb to roof connection 0.6•Pwind_total =955.85lb up wind total =574.62 lb Try#10x3" SCREWS drew:= 2in Screw thread depth Tallow 135 lb•1.6•dscrew Va11ow 1161b.1.6 in Per Screw Per Screw 0.6•Pwindtotal UsIIEnR 6•V USI->EAR=0.858 allow Fop wind total UUPLIFT UUPLIFr=0.44 3Tallow Use (3)#10x3" screws ner side—(12)screws total E:ladcadd116\000-2016 mechanical unit projects1Recovery Works HVAC 1STRUCTURALUateralMECH RTU curb (ASD).mcd 15895 AS ORTLAND72ND AVOREGONENUE97,224 SUITE 200 Q [-—I P , 0 TEL:503. 226.1285 FAX:503.226.1670 • E-MAIL:info@cidainc.com VH PF,; , N.,,, �eGDVe Y J _IN�/AP.. NI4 O S„etgat_ . T c B RN-ti_- _-- oF.t yiliu Z L-40 e2ifhP,6 L31,/5' ..4., r 19 ',f 41 uyVILL : x _ J 3' /6 ' 171- 5L To-fa I St w (%.}71 c/ r 'i 12 („$a,ti f, 1 `�I-75 lb p 4.-- 7 EA____3jAili2).__ Ne.IV 04- 5LYuI b ' R ( 2. 1 ii/ T� 2, OPIW K1 - 3_g. . f 31F 5 - f50F, 5 U2 PL 5� To-}ui RZ = UUc01t, /V1 z(53.50,-fthR l'•-C.1/12715Ib•ft) A= RIC-4`-)/2 _ 13, 23a (b ,Cf 00.3®-rz(7/s-y1o�)V 3- `# % < 57o OK 12(715 -11-1 LO 1094,,,,,-- W (3h(5') t /15 - 9 L '> /3 -230- tz 4 12J raD IpiplT ,4( 414, iiir of ( 46i,v4•L "e Al At Afro teCc Mfr /kx 71%',s7` C,fp, Cli% i 7161 42x 4o,%14rE II ._.._ „,,sk.D F�OFF �G�TOREG4Z- ..9 o 13, /S D. EXPIRES: 6/30/17 % T(E) 8 3/4 x 31.5” GLB _ _(E) 2,0" TJI/L60 - - 0 2'-0" O.C. (E) 24" TJI/L60 - - /10 2'-0" O.C. \A__ _ _ I I (N) MECH. UNIT - _ 1,_ 1 iL1 1180LB MAX WEIGHT -- INCLUDING CURB 0 FRAMING AT UNIT 1/4" = 1'-0" <imi DRAWINO Tm.z HVAC ATTACHMENTORAWINQ:AC 1 PRO,JEQT'� ._:.ncr:,E 15895 SW 72ND AVE SUITE 200 RECOVERY WORKS HV """"""` PORTLAND, OREGON 97224 X152°5111 "4 V IGARD, OR 97223 SK ,"IE PIC/9n TEL : 5 0 3 . 2 2 6 . 1 2 8 5 ..„c„..„ F A X : 5 0 3 . 2 2 6 . 1 6 7 0 JOS 160---.01 DAZE: 02.19.16 m1018amsc.kJ.MORS IIFBMD • 51vtUCTuR . GIN4, /O 6 /// ,z' 0' 0/2---/------' � ,, �QJ6 i3, $ /S D GPG CAULKING ^^ !EXPIRES: 6/30/17 1 " V (4) #10 SMS TO MECH UNIT PER PLAN CURB (4) #10 SMS TO UNITIIIIk NOTE: PROVIDE PROTECTION CAULKING OF THE WOOD SCREWS TO MOISTURE AND DAMAGE 3); (1) 16GA CLIPS 18GA METAL EA. SIDE OF UNIT #10 SCREWS 24" O.C. CURB (3) SCREWS MIN. EA. SIDE J i :le> J-\_..) (N) 4x6 BLOCKING AT CURB - e . . (N) 4x6 BLOCKING WITH S SIMPSON U44 HANGERS I ( ) (E) ROOF JOISTS] ADD 8" WIDE PLYWOOD WEB STIFFENERS TO JOIST WI (6) 8d NAILS AT BLOCKING LOCATIONS TO PROVIDE BACKING FOR HANGERS . 0RTU CONNECTION TO ROOF 1. . 1'-0" QDRAWING TITLE:HVAC ATTACHMENT PROJECT:LI RECOVEW/�py� 7/DRAWING: wW..,rc�Ft 15895 SW 72ND AVE SUITE 200 `7 ���ta 12520SMRMNMSEET UPORTLAND. OREGON 97224 „ D� 97 �.A4H 4„ �.•;,,,„ TEL : 5 0 3 . 2 2 6 . 1 2 8 5 .,:.CA‘f FAX : 503 . 226 . 1 670 Jos: 160---.01 DATE: 02.19.16 ® 2016 asi.mc.NI IM9I1!MERE; yq -TCA-0r7 A AS -&c Sas P°`c-- --, YOT[S. rxtt YLORIt IS M PIO7311r W[w119[OMOB•1101 Carrier W[ Alan n[[ U raig4 lw,r IY[ I•901,3 71441 La1Ai1 P"'LIf0 ge 00A t. DIIHNSIONS ARE 111 19[X((5 ,1*X31095 UMI1 J A .70:7,1%111"4,1"1 47 w wn urpr unt[r K ePrrc[OF AO O IM( I APC IM YI1114311.60. 1aiPAo+ 33 3/B 3,1346' Zi.u•vs.+•r•.C0"0"1611tmrtnmsln. 2 CENTER OF GRAVITI 18+71 +81C.405 33 326 to 128 [dYEGTIOI SIZES 10+11 13711 A 1 318. 1351 DIA FIELD PORLA SUPPLY BOLE 3.mlip,DIRECTION OF 418 FLOW 481(.408 33 3/8 a 716 18171 11771 0 2' [501 DIA PO8ER SUPPLI KNOCKOUT +81GA07 It0513/8_,,,,da, �r C t 111• (511 DIA GAUGE ACCESS RUG 111 33.3/6 D 118" 1221 DIA FIELD CONTROL WIRING NOLO [6181 t 314'-7+NPT CONO[N5111 DRAIN I 1/2'-1+NPT 6A5 CONNECTION r G 2 1/2 1541 OCA MAO SUPPLY AMOC80UT 32-t// ECONOMIZER HOOD _ 18181 1dT101011 16 14061 I FILTER ACCF SS MY(t �— THOU-IH(-BASE CHART 21001 1(50/ COMP. I INE SL POLES RFWIPEA Fd USE P8871 CONDENSER 1 (Po1YPWt007A01, 805851 PANEL li COIL $ � r. I ,,-.. :5- • • • • I TxtEAOED WIPE RFO'D VOLE lNDtOR COIL I i COHIDUII Sf1E TEE 512E5 INAN,I �.P�I Qy' ACCESS PANEL - W 7/2' ACC. 7/8. 122./1 yA/ _ / i,�- � 25-5/0 10.7/8 ♦ A 112' 248 7/6" 12/.21 (f] C=1 I !— 16521 12711 1 I _ —__ » ttI ' I RETURN AIR REFO48 Y e 3/1' 1001,003[ POWEt t 1/6" 1/8/1 NI�1♦�IW���W�4IQ.: Itis/1 I ,I\ 1 •• ,. 't' AIA Z•• 10031 tit"FPI GAS 1 S/lt' [30.01 /y 1 • •'<',,,„.••-•------- \,,�_ I N I FOR'TH6U-TNE-BASEPAN"FACTORY OPTION, 2-5/8- \ - 31111865 FOR dL1 1,1, 8 2 ARE PROVIDED �y A BACK 1671 -%���' E Ali. JJJ l-� CONDENSATE . O CURB CIDTN 1 ''W .DRAIN OPENING - 11.311 • Fd SELECT DIEPEYDIINER 39G ON RI11.OA 1RE SIZE ii TTA /Pal Y IN BASEIAN I+311 t9-l/0 •• 10011 PROVIDES 3/+•FPT 1800 CUPS VI f Z SUPPLI /8111 (7171 SUPPLY FLANGE t FITTING 18.1/8 I t All . 16711 �y ia 11591 ' AIR 1 6-116 1P1// 1/-1/1 +�J ; H n 11111 13631 13121 SCE THIS TME A-524 con I { l BASO cull •1751.1• b. • O _ Ro •P 3-3/6 12-116 [851 C 2S —_ RUE 13071 J (6361 EMI HOOD 181/2 M••1 A TOP [4701 1-5/6 10-1/2 �PPI�� ti Iltal 12151 1321/ l O 1 5CONM[CT LOCATION I-_---- 0.5 CA v .) CONDENSER 11... CONTROL BOR 11111004 BLOWEPCOIL ,� ACCESS PANEL AGCESS E SID. Il1ER 1�COMOEMSATC OD0I[ONAL DRAIN7FAC1001iI C `y• • IS118 ��_ WtS10 CA CON1TEN1ENCE , 191/2 � � ANOLC • 11-316 I SUPPL IIA IA 16.3/4 I [Aut T3URM ^ AI� OUTLET 11911 INS 4(1000 12891 DISCOMMECi 61556 I _ 0 J 1 ' 21-IIA L p�) 6-SIB ['-='.. •--� , - - LS3I91 8�= -6 [1661 I 7400 1� [___J. 001 �` �� 1 1931+ HANDLE Il 1951 41-311 30.1/8 621/8 7 6 111671 176+1 I2131 6150IIII 11171 113114 (16911 26.716 71-3/8 16821 6APoMETRIC 118881 31.1// 1RELIEF 1631 LEFT SUPILI FwW FRONT Ale II ETURN RIGHT NS(1 Yi[ INKK[KS 48TC 04-07 SINGLE ZONE ELECTRICAL 'D• 1 Of z 03-16-15 3-02-15 COOLING WITH GAS HEAT 48TM500993 2 _0 N O g • 8 s _ U Z1N9 £6600SN19h 1VDIa13313 3N01N1.14 319NISI100VO 319V SI-20-£ Sl-9l-£0 zloz -�_ mono' LAI 111.11 O"" n 1 NOSi r[�1, •..c .:3.. �. OOF•1 cal . U pug ,.... ..., • P110 ,..._ O,.., •• . _ •,' c----1 C .....,z . O VD .. tv 4 CO CO W u) ►�1 d01 of A 1 a F.; „y J d3N9O) , 0 113NIJOD E.,, x c •W a ' U o 9 8311803 V 83N2103 9o1111rl VIVO 1200901 101 01 01130 '53100SSI)3Y 010 5101110 03110 101 '9119111)111/0011110 002 11131 520 1101 1111 51 109131 111111 001101011 ._____� 11151 9ll 00 101%1 El 11001 if II l 151 09 511 9l 41l 09 OS1 040 059 1911-)p0 (i. 19f00 Ill 11 10101 00 95901 09 59 Ort O( 551 09 991 15 911 190 015 002-)101, Iff01 II 10191 10 10191 If t9 091 09 /ft LS 501 IS 101 410 905'S90-5100 1,101 91(1t 1Sf91 Si 11001 Of SS 001 f9 Ofl CS 111 00 001 010 090 ►00-)191 0 I I 99 101 '01 591 00 591 '91 111 '01 'S11 Nu10'1.o Isrt�111.1 111 xlulp f.xgtOMWJmose. 4 1119110 ,-) 101 120131 131 1121130 191 1001111 101 11911/ 109130 1110 p]aw1ANyy 10a 13211411 119 11*q��/tyyt��xNO1is. I> 1W1 a♦ 1�11/LOIt1pe1 010104 93170) 031110) 93090) 11x0 '015 4111X1 4 111401 1{11u M.1 ilia n�tia grA A uwew nu 11 r:74g Jawv,, 10 o 401(5- 1! C 1J i?__ / t IA S- t lam\ Q�S �C-'T� I DIMENSIONS AtC IN INCNES DIMENSIONS UNIT COIL°OOVE 1 F M ~•LI-UY11(0 1.0 001....11:1111=4:Mttt rfprFfn er C.Yft[Y CarpAttp !Y 1 )ARC IM MILLIMETERS. TECNNOLOGIES Iter0ll01.It rra tK rftu 09011YM tpl wY 7SSla 01 mu pal n o (0tt 48TC-A08 RTP( 41 114 33 3/1 15 iN CAlPOER na, Yam.141 6:1,119.1111..Yf[Y•uan....KU ar 006Nmdn C0 *Fawu a 2.S CEYICR OF GRAVIT% 7701°1 [1571 (4531 cprprna•1 LaNtuACU rAAN10r LptpCl. 481C-A09 ITPi ((338 36 T/° 'NO 3. DIRECTION OF AID FLOB !72531 [9251 CONVECTION 511[5 1610.412 PTPF 18 318 36 3/0 15 118 t 10.3/4 A 1 3/0'1351 0)0 1(110 604(1 SUPPLY NM 117531 [9251 !1031 I [70161 48TC-006 PTP( 11 1A 33 311 15 ll° 8 2 I/2'UU 0)0 604(1 SUPPLY KNOCKOUT 11040) (°511 (1031 _ 19 S/d 36 37d 15 1/8 C 1 1/4'1511 DIA GAUGE ACCESS PLUG 481E-1100 IT" N12531 (9 251 11031 t D 7/8. 122)DIA FIELD CONTROL 816100 HOLE 4410.512 RTPF N 318 30 3/8 IS)/8 ECONOMIZER HOOP 20-1N E 321•-l1 MPT CONDENSATE DRAIN (11531 [9251 [1011 IOPilOYAL) _ (521) 161[•00° ICH( 11 111 11115111 3 3/1 2! F 1/2'-11 N1T GAS CONMCC TION 7101;1 IBSTI 1581.21 3/1'-11 451 683 CONNECTION ��167E-011 /CXY 19 310 36 3/d 11 - 6 2'(511 0[A POWFR SUPPLY INOC(.0NT 711531 [f 251 It If JI - RIPE -Noun 1UBE, PLATE FIN 233ICO(1251 L(21 THRU THE BASE CHART (FIELD INST) YCNY -00081(44)ALUM/ALUM) /,+ ��1 1006[MOLES RCOYIRS FOR USE 11 20 A[CI YRS: /I �.11 36-118 n 17-5!8 CRDTNP81002401• GAS 1MRU CURD I 10251 13211 CRDTM18t601Api GAS INRy BASEPAY 'II 1 ��! )!!I RETURN AIR RETURNtri 00 r % /,/ .. 1 AMR ,,ww FIL TED ACCESS PA \� ,��' INNEADEO WIRE 1E0'0)DILE v t U NEL � ' CONDUIT SHF USE SIZES(NAI 1 I fUOI-l[SSI11100 - 1 � I Ali I Y t/t' AC[. l(/t' (22.21 CONDENSATE 211 iN' 122.7) P. C040185Ct DRAIN OPENING �L ' COIL •�� �� II 885[680 20-311 r 1 1//'1002,0011 POBCt 13/1' 111./1 \J l�ls 17311 37.5/8 40.3/8 NSI !! T 1tfI 8 SUPPLY 09551 [70277 1• 100/1 )11•FPI WS 1 3/4' 144./1 /� A INDOOR COIL1�, w • ACCESS PANEL 1 q _ �,/,B I% SCE TUN AIR • :".&..,.,,,,3___,..,,,,..4`.,- i*0 BASE SUPPLY 10021 PROVIDES 3/1'F01 TnU CURB O (loll 16 Ilss, � E tXART AIR FLAW((711111. ROLE SIZE! 2' 150.81 18 re (4)27 11551 f1 -. A �� ( 1 211[ Itifl • --- THRU-THE-BASE CHART (FIOP) 00 ^ 107•1NRU-(XE-BASCPAN'FACTONr OPTION. FI(TIYGS F06 ONLY 1, f, t 2 ARE 110/11[0. .• /y, N BACK 6.111 1 (FON 6ELd LISTED MODELS,A HELD i A 00 29.518 !1007 LUF ((591 • SUPPLIED I/i'ADAPTER IS((3801(0 3'1/1 BETBCEN BASE PAY(ITU MG AND WS YALYF'. traV tJ ITSiJ 03511 1631 IdiCD,fr06.p9 1a1 11000 1 TOP (/7 ----25-1/2 —I (5 X 16411 4-5/4eo 1-1/4ril .. 11181CA 111 1321 iizii° Z A. �� O • I ELECTRICAL -- MSI ""Y DISCONNECT CONTROL BOY —�— O N CONDENSER 9. II LOCATION ACCESS 648(1 CONDENSATE -II FITTER COIL G DRAIN y 001)44AL� INDOOR BLOWER 211-316 �•r .1:1FACTORY ACCESS 17701Cr OPTIONAL 11 ji-7it J IMFACTORD A SUPPLY All �� CONYEMiF YCE C II [ AYDtE .'I i --- et[ 011 DISCONNECT lir/�.H - ��INSTALLED rs 1'S/1H*40L5� - 13I3 1 +37 �I_ 16501 4. ►�i 14/l IA jrlIiii C)O u l 000 11101 _ I �i (951 59-1/2 2-518 t---- 6-u1 141 [15101 167) )( -0-a/8 (160) it it 5-314 t 4-3/8 CtltB TIP (91D1 (0621° [116] 4 (1131 LEFT ■Ip rx 41.7/8 88.1/d (22181 SUPPLE 170651 BANOY[Tt iC FRONT AIR4 11-41:58. Fi ,°" ;v pb ig, Ub��� �� � �►d c` A-ra9 91-Z Ifc 44 -+4?-7ti Z� 1 }� 7 4.a-ZZ —n1:8 s �� ,,z1 S -V,?..4--s Gaol l x 01 a� • . J /J • rio),., -.0c pi 1 71-a1,4 .),teft-4-, LK) „?) / c; cyl?-4s C,'°l „2x Sir Location: Record Type: Inspection Type: Result: Comments: Inspection Date: Record ID: Inspector: City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Tel: 503.718.2439 9374 SW WASHINGTON SQUARE RD R05, TIGARD, OR, 97223 Commercial - Fire Protection System 998 Alarm Final PASS - No C of O FPS2016-00047 Jeff Grove Violation Summary: Inspector Contractor