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Plans (40) Landmark FordRECEIVED 12395 SW 69th Avenue y Tigard OR 97223 JUN 1 3 2017 CITY OF 1IGARD BUILDING DIVISION U 0 CO Replace AC 9 dG CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approved: [ OTC: I I Permit#: 411P 7 -' Andress: 4it i Su`te#: By. __7 .driLM Date: 24 OFFICE COPY REFRIGERANT PIPING SHALL NOT BE INSTALLED IN A MEANS OF EGRESS,AND SHALL SW Franklin COMPLY WITH OMSC 1107.2.2 FOR PENETRATIONS • cAnuirywr ALLMVLIA Product Submittal Project Information Project Name: Landmark Ford Project Number: 3000683376 Project Location: TIGARD,OR 97225,US Project Altitude: 150 Customer Information Company Name: American Heating Inc Company Address: 5035 SE 24TH AVE Company Location: PORTLAND,OR 97202-4765 Contact: Phone: 503-239-4600 Engineering Information Company Name: Company Address: Company Location: Contact: Phone: We are pleased to provide the attached project submittal If you have any questions or need additional information,please feel free to call our office. Project: 3000683376 Landmark Ford Last Changed:FABER,MARK Quote: 4000805310 Landmark Ford Prepared On:2017-06-07 Page 1 of 9 Phone:503-239-4600 Lennox Industries Inc. - Product Submittal Table of Contents System ID Qty Model Description fi +* p •:z� �br� ,,n a nom .' r ga `:a R s° '�3 �Y`- zx Hyl; t' fi 5. ._�, �. '; d'°�stR�.`. 3. 4 Project: 3000683376 Landmark Ford Last Changed:FABER,MARK Quote: 4000805310 Landmark Ford Prepared On:2017-06-07 Page 2 of 9 Phone:503-239-4600 Lennox Industries Inc. - Product Submittal System ID:4 TON SPLIT SYSTEM Condenser Model:TSA048S4-230-2 Description:CONDENSER/4TONf230-3 Evaporator Coil Model:CX35-50/60C-F Description: COOLING PERFORMANCE Refrigerant R-410A Number Compressors 1 ARI EER 1L0 Number of Cooling Stages 1 ARI SEER 13.0 Cooling OutdoorDB 95.0 (°F) ARI NetTotalCool 47500 (Btuh) Cooling CondenserDB 95.0 (°F) Coil GrossTotalCool 48464 (Btuh) Cooling MixedDB 80.0 (°F) Coil GrossSensCool 34860 (Btuh) Cooling MixedWB 67.0 (°F) Cond Liquid Line 3/8 (in.) Cond Suction Line 7/8 (in.) Coil Liquid Line 3/8 (in.) Coil Suction Line 7/8 (in.) SUPPLY FAN PERFORMANCE ExtStaticPress Supply 0.50 (in.WC) Supply Fan Type None ELECTRICAL Condenser Voltage 208V 3Ph Frequency 60 (Hz) Condenser MCA 18.8-(amp) Condenser MOCP 30 (amp) Cond Oper Range-Nom Voltage +1-10% DIMENSIONS CondensingUnit Height 37.3 (in.) CondensingUnit Weight 194 (lb) CondensingUnit Width 28.3 (in_) Coil/Coil Fan Weight 60 (ib) CondensingUnit Length 28.3 (in.) Coil/Coil Fan Height 27.5 (in) Coil/Coil Fan Width 21.0 (in.) Coil/Coil Fan Length 21.0 (in.) SOUND Outdoor Sound Rating 80 (db) Project: 3000683376 Landmark Ford Last Changed:FABER,MARK Quote: 4000805310 Landmark Ford Prepared On:2017-06-07 Page 3 of 9 Phone:503-239-4600 • • Lennox Industries Inc. - Product Submittal System ID:4 TON SPLIT SYSTEM Condenser Model:TSA048S4-230-2 Description:CONDENSER/4TON/230-3 Evaporator Coil Model:CX35-50/60C-F Description: INCLUDED SYSTEM OPTIONS - FIELD INSTALLED 34M72 1 LB-101123A LOW AMBIENT KIT(30 DEG F) Project 3000683376 Landmark Ford Last Changed:FABER,MARK Quote: 4000805310 Landmark Ford Prepared On:2017-06-07 Page 4 of 9 Phone:503-239-4600 Lennox Industries Inc. - Product Submittal System ID:4 TON SPLIT SYSTEM Condenser Model:TSA048S4-230-2p escription:CONDENSER/4TON/230-3 Evaporator Coil Model:CX35-50/60C-F Description: - -DIMENSIONS-INCHES(MM) n 43'8 INLET] LAR (111) 841ST �i�.� INLET STAND-OFF WITA 4.313 II CQI,pRES\ ,40 .- (Fieiarsbead) E \ fJ Ir • Ant COIL DRAIN OUTLETS AR !%"�'jj''\\ (Aron.d PaNR+elerrd W:) e• I:� 6,316 i 4-314SUCTION LINE 062) ss:a�'' (1111 '/fir' CCIMECncN al INLET LJ AIR MIND LINE 1 6,318 43* CONNECTION (162) (1q) TOP VIEW TOP VIEW BASE SECTION -41-- - A a 14 A rj CONDENSER DISCHARGE AR COIL FAN _- - ----=--- 1�i 111111 i� i�ili COMPRESSOR 11111 1 ) B s> 1 .111111 11 I 1111[1 _ c IONS i1i11111 11[ 11 EL;NLETS 11111111 _ 1111 J... \ ..:111111 111111E1 23!4(70) ■ 11111 2 51) 4 OS SIDE VIEW (1s) sTTANTD,p , 4 SIDE VIEW tF1.n bstJled) A B C Model No. inches mm inches mm inches mm TSA036S4 24-1/4 616 29-114 743 28-1/2 724 TSAO42S4 28-114 718 29-1/4 743 28-1/2 724 - TSA048S4 28-1/4 718 37-1/4 946 36-1/2 927 TSAO6OS4 32-1/4 817 33-114 845 32-1/2 _ 826 Project: 3000683376 Landmark Ford Last Changed:FABER,MARK Quote: 4000805310 Landmark Ford Prepared On:2017-06-07 Page 5 of 9 Phone:503-239-4600 Lennox Industries Inc. - Product Submittal System Ill:4 TON SPLIT SYSTEM Condenser Model:TSA048S4-230-2 Description: CONDENSER/4TON/230-3 Evaporator Coil Model:CX35-50/60C-F Description: 40:0b * til» '.. tom x: s tr & Y 140MS NOTES: Senice dearance&MI in.(762 ram)must bemaintained' >m „..._„,„,,,c)m one s sides ast lathe conedEuar.. Clearanceto°nearthe sitae�rlfeeesides:mustt 36n. NOTES a ";," _ Clearance to me tithe n eaves sides maybe 1f2 a. -I.1 NOTES x€35•mai)and thetnal sitiey be B in(152 awn) g t' aIf &clearance of 24 in must be rued between Wm . —_ 48 in.(t210start)clearance nem dantrapdurL CONTROL See NOTES BOX ir 'tf<t8 Octave Eland Sound Pow Lee ds.tJBA,re IOc Watts Nadel Na. tenter Frequency-HZ I/thriftier(dB) 125 250 500 1000 2000 4000 8008 TSA 3S4 785 ' 87.5 ' 88.55 72.5 80.5 ' ea 58 70 TSA04234 74 78.5 785 75.5 72 88 83.5 80 TSAO4BS4 735 78 76 78.5 72.5 68..5' 84.5 8' TSA888s4 735 74.5 77 75 72 00 54.5 so NOTE-Yee came-sore/power des doesmet brkekelewd neeect s. ' ttzrn- Project: 3000683376 Landmark Ford Last Changed:FABER,MARK Quote: 4000805310 Landmark Ford Prepared On:2017-06-07 Page 6 of 9 Phone:503-239-4600 Lennox Industries Inc. -Product Submittal System ID:4 TON SPLIT SYSTEM Condenser Model:TSA048S4-230-2 Description:CONDENSER/4TON/230-3 Evaporator Coil Model:CX35-50/60C-F Description: DIMENSIONS-INCHES(MM) CX3.5.18/24(A18).40/36(A/B/C)and-36(AFB)C0118 314(19) 314 NI 19-112 314 (19) (495) (19) C °amp. I OPENN4G mot immommommommumwom 314(19) TOP VIEW 14A -----40. 314 41----21(533) t I r-r-T-1.1 sucnott -I- LINE / 1 ‘ • I- I / I 1 , a LIQUID 1 i \ I UNE E 1 lt i i F 1 i I/ 1412 1414 AIR FLOW (3a) (32) I LI .4iiis i [ . -PI gni: 2-5/8 INLET,OPENING On CONDENSATE 9/16 ""4"W18 DRAINS 1 og QPENING 1.... 20-7t16 siut (519) (14) (14) (14) FRONT VIEW BIDE VIEW Model A 13 C I) E F G H Number tn. mm in. mm in. mm in. mm in mm in. mm in. mm in. mm 0.001044C4:14114t*f104'.40‘41-:$11:330 -1410.1*-';..T4.::;, Et7.:171i2': 09, '-i4,,?::: ',74. -344:441 CX35-1812413-6F 17-1/2 445 16-112 419 16 406 16-3/8 416 7 178 3-1/2 89 3 764 3-778 98 C-*330/30;" ''' ,44,400,3§3:,24-112622ii-104.;,,-' 340)-4i:7118, `,.311*,1At. 362!_Lt4411: 14 44 " * 401-: 108, CX35-3813613-6F 17-1/2 445 24-1/2 (77 16 406 16-3/8 416 13-318 340 4-3/4 121 3 76 4-118 108 '',4,*:4036O'..:, 21 •.-.'.,!...24-14- 622 19!, :1:40:6!:::104'140----1:4 ;',:' !.:446::';',0*:',424 74t.1 ., •:*.5/8 A:04., CX35-36A-6F 14-112 368 24-1/2 622 13 330 13-318 340 13-1/2 343 4-314 121 2 52 3-1/4 83 '40414411::f- 1-7411** 24,:0:622...::--;44'406 16-3i8 416'--17:*4:4 -*4*1r21,'4,-*/*: 3-7/8 98 Project. 3000683376 Landmark Ford Last Changed:FABER,MARK Quote: 4000805310 Landmark Ford Prepared On:2017-06-07 Page 7 of 9 Phone:503-239-4600 • Lennox Industries Inc. - Product Submittal Sy L Condenser ID:4 TONSPLIT SYSTEM enserModel:TsA048s4-2302 Description:CONDENSERATON/230-3 Evaporator Coil Model:CX35-50/60C-F Description: t‘'rlkat,MW:*r*titAekZ/4gr4,Afi;P,YE:qfl-FWCTAW.'::-',4"et,if._IW:::W.Z,'`,:41.(0:7#3,;,,NCI CX35-24(A/B),-30(A/B),.48(B/C),-58/611C and•60D Coils (NOTE-See next page ict CX3548C-6F and CX35-60C-6F COOS) 314 3/4(19)1,3 3/4 (19) 1111117 OUTLET 11.1.19H (19) ING NOTE.CX35-690 coil is posNioned in cabinet OPEN with coil face running left to eight an all other col sizes are positioned like thawing. 314(19) TOP VIEW (19) + r i sucnoN 1""'"'"Imi""1".• ••1 LINE rrrt i t _304 / 1 1 LIQUID / 1 l B I LINE / I 1 liii 1:112 1(31 '. I It AR FLOW / / (36) T C . . iNLET 24/6 ...1L,....„.. I INLET c 1 OPEPING(67) CONDENSATE 20,,nig°Pe4046 9/16'40". D— ..41-•nits DRAINS (14) (14) FRONT VIEW SIDE VIEW Model A B C D E F 6 H Number ' in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm 4 , , iotz,4ie':,z-:13--4,3',.*,;16* 140,,1gt4420,,,3-3* 24102.3,7:na-:i.,( ii,,,,,t:tit'„,.it CX35-248-6F 17-1/2 445 18-1/2 470 16 406 16-3/8 416 10 254 3-112 89 3 76 3-7/8 98 4-*40'--'*::..WO4. .;,' f*,:'f:'*li3--31k*.:A::'t*:-7-',4i5111:*';''if;';i:,*;L76'";-ii.,3-TiCf*' CX35-3013-6F 17-112445 ,22-1/2572 _16 , 406,16-3/8416 10-1/2 ,267 .,3-3/8_ 26 s.,, 5 3,5 ,,76 ,3-718,,, 98 NNAI -.549q.*-7,417,10,, ,,,,VO:71-499!Cr 44ir.t04.05:4430- •....<4w,'i-** *4'',AtAkits#,--:),*-,3''''--16410444---451 CX35-411C-6F 21 533 27-1/2 699 19-1/2 495 19-7/8 505 12-112 318 4-3/4 121 2-3/4 70 3-1/2 89 9#-*4k60`,..4*:03*;:'10:114:;*;A*-4,4t445: :,-*4;:!;:r' 1pt-: -.;:;1 CX35-600-6F 24-1/2 622 29-1/2 749 23 584 23-3/13 594 15-1/8 384 4-1/2 121 1-518 41 2-5/8 67 Project: 3000683376 Landmark Ford Last Changed:FABER.MARK Quote: 4000805310 Landmark Ford Prepared On:2017-06-07 Page 8 of 9 Phone:503-239-4600 Lennox Industries Inc. - Product Submittal System ID:4 TON SPLIT SYSTEM Condenser Model:TSA048S4-230-2 Description:CONDENSER/4TON/230-3 Evaporator Coil Model:CX35-50/60C-F Description: -,,,,-,-7,r,A.---,,-,-;tfv,m .4"-..?"'r.•,p,y.,,,,,,d":--', la-'W;',Iiptritr4cfic:!:,,'eg''',,:,'''-',`':.0f,-174---,!*,....nY,-.!V,4.4V W, --;L,,,4e: Ci35-49C•laticTidoNCX35-60C4IF * 314(19) A 44) tag ( 1 (495) (19) 194/2 (151 °MT { Iii OPENING 4 3/4(19) TOP VIEW [1 3/4 ( —,19) + 14. 22 1 — -- (559) I / i \ ' UNE / 1 i k D i LIQUID / t +,... C - UNE i / A i i — III 1 At i / 0 B I a AIR / 1FLOE 1:::' , 1414 1 i I AI / 1 1 Li 2-144;Iti , , T Ti . * INLET 012861413(67) i Hip-- 19-TM--01 CONORAIDENNTE 2(15,151r°PEN1NG :".- 94147 9(16 (5°5) 9/16 (14) FRONT VIEW (14) SIDE VIEW Model A 8 C 0 E Number in. mm in. mm M. ram in. mm in. mm C.:.?*40C.,-4Vt 014 01V4V '..40 )047.474::,i0/4 '':::66'-=t:i,2412'-'; 64''':' CX35-60C6F 4-314 121 14-1/2 368 31-1/2 800 3-318 86 2-112 64 Project: 3000683376 Landmark Ford Last Changed:FABER,MARK Quote: 4000805310 Landmark Ford Prepared On:2017-06-07 Page 9 of 9 Phone:503-239-4600 AMERICAN HEATING . HEAT PUMP ON 2x PLATFORM AT WOOD ROOF STRUCTURAL CALCULATIONS ANCHORAGE: HW 1-HW6 SKETCHES: CU5 RECEIVED JUN 13 2017 CITY TIGARD BUILDING OF DIVISION (8 PAGES TOTAL INCLUDING COVER SHEET) June 29, 2016 PROJECT NUMBER: 160179.01 4 ..-:, -.E:-.; - ,....0,04-.-.4.44in , p a n ,,,, ,,,,,, LA..i.„„ Jr #P- t___ ef, ..„, .. , 0 4- �,�-F8 13 2�' 'S G 15895 SW 72ND AVE �,, �.,1073 - "`A ,r, � Sum 200 ' 'r�1C�N.a1 ' 0 G j PORTtAND,OR 97224 EXPOS: , PHONE_503.226.1285 FAX:503.226.1670 INFO@CIDAINC.COM W W W.0 IDAWC.COM OW CIDA AMERICAN HEATING STANDARDS LA.! TEL:(503)226-1285 CONDENSER UNIT ON PLATFORM 61292016 FAX:(503)226 1670 MECHANICAL UNIT ATTACHMENT-LATERAL FORCES HEAT PUMP ON WOOD BOX©WOOD STRUCTURE Wp:= 2701b Weight of unit Wb:= 100lb Weight of box Wt Wp+ Wb Wt=370 lb Total combined weight L:= 34in Length of unit Lc:= 44in Length of Curb wm:= 34in Width of unit we:= 42in Width of curb hm:= 40•in Height of unit he:= 12•in Height of Platform hmc:= hm+ he h =52 in Total height of unit on Platform SEISMIC PARTS AND PORTIONS (PORTLAND,OR 97227) Mapped Adjusted Maximum Design Ss 2 := 1.043 site class= D Sms= 1.126 Fa:= Ss an Fa= 1.08 SDs 'Sms SDs=0.751 S, 3 SEISMIC PARTS AND PORTIONS (BEAVERTON,OR 97005) Mapped Adjusted Maximum Design Ss:= 1.076 site class= D Sms:= 1.151 Fa:= SS ss Fa= 1.07 Sets:= 3•Sms SDS=0.767 SEISMIC PARTS AND PORTIONS (VANCOUVER,WA 98663) Mapped Adjusted Maximum Design SS:= 1.016 site class= D Sins:= 1.107 F,:= Ss ss Fa= 1.09 Sps:= 3 Sms Sos=0.738 Ss BEAVERTON AREA GOVERNS USE Sps:= 0.85 CONSERVATIVE FOR PORTLAND-VANCOUVER METRO AREA h:= 30ft Ip:= 1.0 ap:= 2.5 Rp:= 6 z:= h Air side HVAC component 0.4 aP Sps•Ip z FPvnit= Rp • 1 +2•h�•Wp FPI = 114.75 lb 0.7•FPanit=80.32Ib Fp.— 0.4•RSDs'1P (I + 2•h� Wt Fp= 157.251b 0.7•Fp= 110.071b P E:\adcadd\16\000-2016 mechanical unit projects10179.01 American Heating Standards\STRU CTURAL\IateralMECH 2x PLATFORM(wood).mcd N�Z CIDA AMERICAN HEATING STANDARDS LAJ TEL:(503)226-1285 CONDENSER UNIT ON PLATFORM 6/29/2016 FAX:(503)226 1670 WIND LOAD: BASED ON 2012 IBC/2014 OSSC WIND SPEED FOR WASHINGTON COUNTY= 120 MPH WIND SPEED FOR CLACKAMAS COUNTY= 120 MPH WIND SPEED FOR MULTNOMAH COUNTY= 120 MPH WIND SPEED FOR VANCOUVER, WA= 135 MPH VANCOUVER,WA GOVERNS Vas:= 135 Exposure B Kd:= 0.85 Kh:= 0.7 Kir:= 1.0 GCr:= 1.9 OCr Vert:= 1.5 9z 0.00256.Kh•Kz1•Kd•V3s2•psf F:= GCr qz F=52.74 psf Pwind_unit F•L•hm 1wind_unit=498.14lb Pwind:= FE-Arne • Pwind=647.59 lb WIND LOAD: BASED ON 2012 IBC/ASCE?-10-VERTICAL Fvert:= q/GC,vert FVert=41.64 psf Pwind_unit_cert Fvert'L'wm Pwind unit vert =334.28 lb Pvert unit ASD 0.6Wp—0.6Pwind_unit vert Pvert unit ASO=—38.57 lb < 0, NET UPLIFT Pvert total_ASD 0.6w1—0.6Pwind_unit,.vert Pvert total ASD =21.43 lb > 0, NO NET UPLIFT E:\adcadd1161000-2016 mechanical unit projects10179.01 American Heating Standards1STRUCTURAL\IateraIMECH 2x PLATFORM(wood).mcd CIDA AMERICAN HEATING STANDARDS LAI TEL:(503)226-1285 CONDENSER UNIT ON PLATFORM 6/29/2016 - FAX:(503)226 1670 OVERTURNING-UNIT TO UNISTRUT LC#7 0.6D+0.6W LC#8 0.6D+0.7E WIND-Overturning at unit to strut SEISMIC-Overturning at unit to strut m h Mot windunit I Pwind unit'2 Mot_seismic_unit := FPunit'2 \\\ Mot wind unit=830.2 lb ft Mot seismic_unit = 191.25 lb ft (0.6Mot wind unit) Pvert unit ASD (0.7•Motseismic_unit) — (0.6—0.7.0.2•Sas}•Wt Fup wind unit — Fup_seismic_unit w we 2 c 2 Fup wind_unit = 161.61 lb ' 0, NET UPLIFTFup_seismic_unit =—50.73 lb < 0, NO NET UPUFT 0.6•Pwindunit=298.89 lb 0.7•Fpunit=80.32 lb WIND GOVERNS UNIT TO STRUT ATTACHMENT Design attachment for 299 lb sliding and 162 lb tension at unit to strut connection—18GA unit 0.6'Pwindunit=298.89 lb Fup_wind_unit = 161.61 lb VaIow SMS 263113-1.33 Vatiow_SMS=349.79 lb nsms total 4 nsms exh_side 2 2 2 V 1(0.6-Pwind_unit� (Fu _w _un1t VSMS_mae= 110.06 lb SMS_max non total nsms_each side Usms•— VSMS max Usms=0.31 < 1.0, #10 SMS OK Vallow_SMS USE (1)#10 SMS AT EA. CORNER OF UNIT TO STRUT—(4)#10 SMS TOTAL MINIMUM E:\adcadd\16\000-2016 mechanical unit projects\0179.01 American Heating Stan dards\STRUCTU RALUateraI MECH 2x PLATFORM(wood).mcd CIDA 1\VJ AMERICAN HEATING STANDARDS LAJ TEL:(503)226-1285 CONDENSER UNIT ON PLATFORM 6/29/2016 FAX:(503)226 1670 OVERTURNING-STRUT TO PLATFORM LC#7 0.6D+0.6W LC#8 0.6D+0.7E WIND-Overturning at strut to platform SEISMIC-Overtuminq at strut to platform Mot_wind unit (Pwind_unit•—) Mot_seismic-unit = FPunit'2 h m Mot wind unit=830.2 Ib ft Mot_seismic_unit = 191.25 Ib ft t0.6Mot_wind unit Fup_svind_unit Pven unit ASD ((OJ•M =_ — 1 of seismic unit) (0.6—0.7.0.2•Sog •Wt Fup seismic_unit we 2 we 2 Fup wind unit = 161.61 lb >0, NET UPLIFT Fup seismic_unit =—50.73 lb < 0, NO NET UPLIFT 0.6-Pttind_unit =298.89 lb 0.7•Fpunit =80.32 lb WIND GOVERNS STRUT TO PLATFORM ATTACHMENT Design attachment for 299 lb sliding and 162 lb tension at strut to platform connection 0.6•Pwind unit =298.891b Fup wind tacit = 161.61 lb Try 3/8'X21/2" LAG SCREW STRUT TO PLATFORM dscrew 0.375in Diameter of screw 7 Lp:= 2.5in—0.25in—32 in Lp=2.03 in nscrewsuerbracket:= 1 number of screws per bracket screw length-angle thickness-tapered tip Lp:= 1.5in 2x thickness= max. penetration Lp Cp= Cp=0.5 8-in Cp:= iftCp> 1,1,Cp) 8 Try 3/8 lag screws each end of superstrut. (2)brackets to resist uplift, (4)total 0-6Pwind_unit := Fup_wind unit Vc=74.72 lb VY:= V80.81 lb 4-nxretvs_fer brucket 2'nscrews_per bracket y= 2 (_. uxr�,:= uX + V5,2 uxrnv= 110.0616 a:= atan a=47.24deg V,t V'11:= 1.6.1301b•Cp V'11= 10411) V'T:= 1.6.20016.Cp V'T= 160 lb V'It'V'T Va V'c,= 128.18 lb > V v= 110.06 lb V'trsin(a)2+ V'T•cos(a)2 USE(1)3/8"x2" LAG SCREW AT EACH STRUT TO WOOD PLATFORM CONN.—(4)TOTAL MIN. E:ladcadd1161000-2016 mechanical unit projects10179.01 American Heating StandardslSTRUCTURAL 1ateralMECH 2x PLATFORM(wood).mcd VAIriS CIDAAMERICAN HEATING STANDARDS LAJ TEL:(503)226-1285 CONDENSER UNIT ON PLATFORM 6/29/2016 FAX:(503)226 1670 • OVERTURNING-PLATFORM TO ROOF LC#7 0.6D+0.6W LC#8 0.6D+0.7E WIND-Overturning at platform to roof SEISMIC-Overturning at platform to roof hmc Mot wind_total (Pwincf—h7) Mot_seismic_total := FP"--- 2 Mot wind mai = 1403.1 lb ft Mot_seismic_totat =340.71 lb ft 0.6141« wind total) Pverttotal ASD (0.7•Mot_seismic total) (0.6–0.7.0.2•Sos)•wt Fup wind totalw – 2 Fup seismic total we – 2 c Fup windtotal =229.82 lb Fup seismic_total =–20.84 lb 0.6•P„ind=388.55 lb 0.7•Fp= 110.07 lb W1ND GOVERNS PLATFORM TO ROOF ATTACHMENT-PLATFORM TO ROOF CONNECTION: Design attachment for 389 lb sliding and 230 lb uplift at platform to roof connection 0.6-kind=388.55 lb Fup wind_total =229.82 lb Try#12x1 112” SCREW INTO PLATFORM dscrew:= 0.216in Diameter of screw Lp:= 1.5in Lp= 1.5 in embedreqd:= 10-dscrew embedreyd=2.16 in Lp CD p:= Cp=0.69 lscr��:= 1.5in screw length embedre� Cp:= ifl(Cp> 1,i,Cp� ail d:= 2• 'screw thread depth wthread:= l54.- Ib withdrawal capacity per inch in VALLOW NO12:- 147lb t.6 Cp VALLOW_NO12= 163.33 lb TALLOW N012:= I.6•dthread'Wthread TALLOW NO12=246.4 lb VMAX PLATFORM Fupwindtotal nscrew•sper side_platfotm 2 number of screws per side into platform U — VMAX_PLATFORM U latform=0.7 < 1.0, SCREWS OK IN platform nscrews_per sideplatform'VALLOW NO12 p SHEAR AT PLATFORM E:\adcadd 161000-2016 mechanical unit projects\0179.01 American Heating Standards1STRUCTURALMateralMECH 2x PLATFORM(wood).mcd CIDA AMERICAN HEATING STANDARDS LAJ TEL:(503)226-1285 CONDENSER UNIT ON PLATFORM FAX:(503)226 1670 6/29/2016 ATTACHMENT-PLATFORM TO ROOF CONNECTION(CONTINUED): Design attachment for 389 lb sliding and 230 lb uplift at platform to roof connection 0.6•13„ind=388.55 lb Fup„bid iota! =229.82 lb Try#12x3" SCREW INTO ROOF 5 'screw 3in screw length Lp•= !screw— 8 dscrew:= 0.216in Diameter of screw Lp= L(SCREW)-SHEATHING THICKNESS Lp=2.38 in > EMBED(REQD), screw has full shear capacity embedregd 10•dscrew embed1egd=2.16 in nscrews_per side roof:= 2 number of screws per side into platform 2 dthread= —•!screw. thread depth N lb per inch 3 thread= 154•- withdrawal capacity to VALLOW_N012 1471b.1.6 VALLOW NO12=235.21b TALLOW NO12 1.6-dthmd-wthread TALLOW N012=492.8 lb 0.6•Pwind UsheaT'roof Ushear roof=0.41 < 1.0, screws ok in shear 2•nscrews_per side_roof-VALLOW NO12 Fup_waral_total Utension_roof = Utension_roof=0.23 < 1.0, screws ok in tension nscrews_per side roof-TALLOW NO12 USE L3X2X16GA ANGLE AT PERIMETER OF WOOD PLATFORM WITH MIN_ (2)#12x1 1/2"WOOD SCREWS TO PLATFORM,AND(2)#12x3" WOOD SCREWS INTO SUPPORT PER SIDE—MIN. (8) SCREWS TOTAL TO PLATFORM.AND(8)SCREWS TOTAL TO SUPPORT E:ladcadd1161000-2016 mechanical unit projects10179.01 American Heating Standards%STRUCTURALIIateraIMECH 2x PLATFORM(wood).mcd } . UCTur, S 4 p ROff 1,„ �/ .F:ii �► � �� l . .:. Air I ilkikszt:atio, ipi, - 11 - \\-- S D. t;P SECTION A—A EXPIRES: 6/30/17 270 LB HEAT PUMP 1 5/8" SUPERSTRUT EA. SIDE OF HEAT PUMP ' STANDARD ANGLE BRACKET EA CORNER W/ 3/8"O BOLT TO STRUT. AND. (1) '10 SMS TO UNIT 6" 6" MIN. / MIN. STANDARD ANGLE BRACKETS--ATTACH W/ 'f W/ (1) 3/8"0 BOLT TO SUPERSTRUT AND —A (1) 3/8"0x2" LAG SCREW TO WOOD PLATFORM .i,ill I-., , - 2x12 EACH SIDE OF UNIT-- .! / NAIL CORNERS W/ (3) 16d MIN. L3x2x16GA CONTINUOUS ALL SIDES OF CURB T fif WI (2) #12x1 1/2" SCREWS EACH SIDE TO —A PLATFORM, AND (2) j12x3" SCREWS PER SIDE iTO DECK--MIN. (8 WOOD SCREWS INTO j PLATFORM, AND (8) WOOD SCREWS INTO DECK ji /. 19/32" PLYWOOD PLATFORM-- NAIL TO 2x W/ 10d AT 6" O.C. ALL EDGES \ \ ROOF FRAMING BY OTHERS 4x BLOCKING AT EDGES NOT SUPPORTED ON JOIST 0 HEAT PUMP ATTACHMENT 1" = 1�-0" ?' DRAWING TITLE:MECH. UNIT DRAWING: QPROJECT: 5 ^ E AMERICAN HEAliNG STANDARDS 2016 u 15895 SW 72ND AVE SUITE 200iii CL_J UENGNEERING PORTLAND, OREGON 97224 PLANNING TEL : 5 0 3 . 2 2 8 . 1 2 8 5 JOB: 160179.01 DATE: 06.29.16 INTERIORS FAX : 5 0 3 . 2 2 6 . 1 6 7 0. ©Iota auk INC RL MIAS R6at4m AMERICAN HEATING HEAT PUMP ON 2x PLATFORM AT WOOD ROOF STRUCTURAL CALCULATIONS ANCHORAGE: HW 1-HW6 SKETCHES: CU5 ; r JUN 1 3 a l CITY OF Two.,,,,, BUILDING Dt °: : (8 PAGES TOTAL INCLUDING COVER SHEET) June 29, 2016 PROJECT NUMBER: 160179.01 4 .-:,h . . , :: , ,, _ 7 ,,,''S.\ (i'. �' #,�� � �~`\ a- I NP/0-7",� ® :.kms E i.... � -. • WAS �tiI. 111 ��-jee � ,r. , 'EGON I/ 411.-#' 0 c�$ 13 t�t� $ 15895 5W 72ND AVE "'J`'r `' .� `f `' D. G�G� SUITE 200 • -• aioN,,d_f} ' PORTLAND,OR 97224 ., y _ LEXPIRES: ' J PHONE:503.226.1285 FAX:503.226.1670 INFO@CIDAINC.COM W W W.ODAINC.COM CIDA AMERICAN HEATING STANDARDS LAJ TEL:(503)226-1285 CONDENSER UNIT ON PLATFORM 6/29/2016 FAX:(503)226 1670 MECHANICAL UNIT ATTACHMENT-LATERAL FORCES HEAT PUMP ON WOOD BOX @ WOOD STRUCTURE Wp 2701b Weight of unit Wb:= 10016 Weight of box Wt:_ Grp+ Wb Wt=370 lb Total combined weight L:=34in Length of unit L,:= 44in Length of Curb wm:= 34in Width of unit w,:= 42in Width of curb hm:= 40in Height of unit 12•in Height of Platform hmc:= hm+ h, hmc=52 in Total height of unit on Platform SEISMIC PARTS AND PORTIONS (PORTLAND,OR 97227) Mapped Adjusted Maximum Design S 2 S S 0.751 Ss:. 1.043 site class= D Sms:= 1.126 Fa:= S F = 1.08 a— DS= 3- ms Ds= s SEISMIC PARTS AND PORTIONS (BEAVERTON,OR 97005) Mapped Adjusted Maximum Design Sms := 1.076 site class= D Sms:= 1.151 Fa:= s s5 Fa= 1.07 Sas= 3 Sms SDs=0.767 S, SEISMIC PARTS AND PORTIONS (VANCOUVER,WA 98663) Mapped Adjusted Maximum Design Sins 2 Ss:= 1.016 site class= D Sms:= 1.107 Fa:= S Fa= 1.09 Sps:= 3 Sms Sps=0.738 s BEAVERTON AREA GOVERNS USE SDs:= 0.85 CONSERVATIVE FOR PORTLAND-VANCOUVER METRO AREA h:= 30ft 1p:= 1.0 ap:= 2.5 Rp:= 6 z:= h Air side HVAC component 0.4•ap-Sps•Ip z FPunit== R 1 +2 h I Wp FPunit= 114.75 lb 0.7-Fpunit=80.32 lb I 0.4 RSps Ip Fp:= .(1 +2-hl.Wt Fp= 157.25 lb 0.7-Fp= 110.07 lb il\ J E:ladcadd\161000-2016 mechanical unit projects10179.01 American Heating Standards\STRUCIURALMateralMECH 2x PLATFORM(wood).mcd Hyp CIDA AMERICAN HEATING STANDARDS TEL:(503)226-1285 CONDENSER UNIT ON PLATFORM 016 FAX:(503)226 1670 6129/2016 WIND LOAD: BASED ON 2012 IBC/2014 OSSC WIND SPEED FOR WASHINGTON COUNTY = 120 MPH WIND SPEED FOR CLACKAMAS COUNTY= 120 MPH WIND SPEED FOR MULTNOMAH COUNTY= 120 MPH WIND SPEED FOR VANCOUVER, WA= 135 MPH VANCOUVER,WA GOVERNS Vas:= 135 Exposure B Kd:= 0.85 Kh:= 0.7 K.4:= 1.0 GCr:= 1.9 GCrvert:= 1.5 qz:= 0.00256•Kh•Kz-Kd•V3s2.psf F:= GC;qZ F=52.74 psf Pwind_unit:= F'L'hm Prvind unit =498.14 lb Pend:= F•L hmc Pwind=647.59 lb WIND LOAD: BASED ON 2012 IBC/ASCE7-10-VERTICAL Fvert:= qi GCr vert Fven=41.64 psf Pwind_unit vert:= Fven I µm wind unit vert=334.28 lb evert.unit ASD:= 0.6W —0.6Pwind_unit vert P < P vert_unit ASD =—38.57lb 0, NET UPLIFT even total ASD:= 0.6Wt—0.6Pwind_unit vert Pvert total_ASD =21.43 lb > 0, NO NET UPLIFT E:ladcadd1161000-2016 mechanical unit projects10179.01 American Heating StandardslSTR UCTU RALVateralMEC H 2x PLATFORM(wood).mcd {AVd 3 ODA AMERICAN HEATING STANDARDS LAJ TEL:(503)226-1285 CONDENSER UNIT ON PLATFORM 6/29/2016 FAX:(503)226 1670 OVERTURNING-UNIT TO UNISTRUT LC#7 0.60+0.6W LC#8 0.6D+0.7E WIND-0vertuminci at unit to strut SEISMIC-Overturning at unit to strut b hm ( m Mot_wind_uait:= I kind unit'2 Mot seismic unit FPunit'Z \\\ Mot wind unit =830.2lbft Mot_seismic_unit = 191.25Ibft (0.6Mot_Wind_unit) Pvert unitASD (0.7•Mot_seismic unit) (0.6—0.7.0.2•SDs)-Wt Fup wind unit:_ — 2 Fu p_seismic_unit •— we 2 we Fup avind_unit = 161.61 lb > 0, NET UPLIFT Fup seismic unit =—50.73 lb <0, NO NET UPLIFT 0.6•Pwind_unit——298.89 lb 0.7•FPumt=80.32 lb ... .. - • WIND GOVERNS UNIT TO STRUT ATTACHMENT Design attachment for 299 lb sliding and 162 lb tension at unit to strut connection—18GA unit 0.6-kind unit=298.89 lb Fup_wind_unit = 161.61 lb Nohow SMs:=263113-1.33 VailowSMs=349.79 lb nsms total 4 nsms_each_side:= 2 2 (0.6 Pwind_unit�_Z+ Fup wind unit VSMS_mae = 110.06 lb VSms max:— `- nsms_total _ nsms_each_side U VSMS max Usms=0.31 < 1.0, #10 SMS OK sms= Vallow SMS USE(1)#10 SMS AT EA. CORNER OF UNIT TO STRUT—(4)#10 SMS TOTAL MINIMUM E:\adcaddt16 000-2016 mechanical unit projects‘0179.01 American Heating Standards1STRUCTURALtlateraIM ECH 2x PLATFORM(wood).mcd 1. CIDA AMERICAN HEATING STANDARDS )\\NI1 TEL:(503)226-1285 CONDENSER UNIT ON PLATFORM 16 - FAX:(503)226 1670 6/29!20016 OVERTURNING-STRUT TO PLATFORM LC#7 0.6D+0,6W LC#8 0.6D+0.7E WIND-Overturning at strut to platform SEISMIC-Overturning at strut to platform hm h Mo :=(Pwind_wirJ m Mot seismic unit := FPunit' 2 Mot wind unit=830.2 lb ft Mot seismic_unit = 191.25 lb 11 (0.6Mot_wind unit) Pvert unit ASO �0 Fup_wind_unit _ .7-M of seismic unit (0.6—0.7.0.2•SpS)•Wt we 2 Fup seismic unit = wc 2 Fup wind_unit = 161.61 lb > 0, NET UPLIFT Fup seismic unit =—50.73 lb <0, NO NET UPLIFT 0.6•Pwind_unit =298.8916 0.7•Fpunit=80.32 lb ATTACHMENT WIND GOVERNS STRUT TO PLATFORM Design attachment for 299 lb sliding and 162 lb tension at strut to platform connection 0.6•Pwnd_unit=298.89 lb Fup wind_unit = 161.61 lb Try 3/8')(21/2" LAG SCREW STRUT TO PLATFORM Eisc := 0.375in Diameter of screw Lp:= 2.Sin—0.25in—7 in 32 Lp=2.03 in nscrews per bracket:= I number of screws per bracket screw length-angle thickness -tapered tip Lp:= 1.5in 2x thickness = max. penetration Lp Cp:= Cp=0.5 8.3 in Cp:= if(Cp> I,1,Cp) 8 Try 3/8 lag screws each end of superstrut. (2)brackets to resist uplift, (4)total 0.6Pwind unit Vs Vs=74.72 lb V Fup wind_Unit 4-n screwspec bracket Y Vy=80.81 lb 2•nscmvs-per bracket Vscrew JVx2 Vy2 Vscrew= 110.06 lb a:_ Vy. — atan� a =47.24deg VX V'11:= 1.6.1301b•Cp V'11= 104 lb V'T:= I.6-20016-Cp V'T= 160 lb _ VH-VT V'o'— 11 Vo = 128.181b > Vscrew= 110.061b . V'Irsin(a)2+ V'7-coS�a)2 USE(1)3/8"x2" LAG SCREW AT EACH STRUT TO WOOD PLATFORM CONN.—(4)TOTAL MIN. E:ladcadd1161000-2016 mechanical unit projects10179.01 American Heating StandardslSTRUCTURALUateraIMECH 2x PLATFORM(wood)_mcd IA Vi S CIDA AMERICAN HEATING STANDARDS LAJ TEL:(503)226-1285 CONDENSER UNIT ON PLATFORM 6/29/2016 FAX:(503)226 1670 OVERTURNING-PLATFORM TO ROOF LC#7 0.60+0.6W LC#8 0.6D+0.7E WIND-Overtuminq at platform to roof SEISMIC-Overturning at platform to roof ham. hmc Mot wind total (Pwind'2 Mot seismic_total Fp'2 Mot wind total= 1403.1 lb ft Mot seismic_total=340-71 lb ft (0.7•Mot seismic total (0.6-0.7.0.2•Spg •Wt ("Mot wind total) Pvert total ASD _ Fup wind total — Fup_seismic total ' w Nc 2 c 2 Fop wind_total =229.82 lb Fop seismic_total =—20.84 lb 0.6•Fwind=388.55 lb 0.7.Fp= 110.07 lb WIND GOVERNS PLATFORM TO ROOF ATTACHMENT-PLATFORM TO ROOF CONNECTION: Design attach ent for 389-Ib sliding and 230 lb uplift at platform to roof connection 0.6,Pwnd=388.55 lb Fup wind total =229.82 lb Try#12x1 1/2" SCREW INTO PLATFORM dscret„:= 0.216in Diameter of screw Lp:= 1 Sin Lp= 1.5 in embedreyd:= 10 screw embed r =2.16 in Lp Cp:= Cp=0.69 I := l.sin screw length embedreld Cp:= if(Cp> l,1,COSCTe" thread depth wthread:= 154•Ib withdrawal capacity per inch dthread — „,,,2-1rin VALLOw x012 147th 1.6 Cp VALLOW N012= 163.33 lb TALLOW N012 I.6•dthread•wthread TALLOW N012=246.4 lb VMAX PLATFORM:= Fup_wind total nscre4„s side_pla,rorrn 2 number of screws per side into platform VMAX PLATFORM U 0.7 < 1.0, SCREWS OK IN Uplatrorm:- platfomt= . nscrevsmer side_platrorm'VALLOW N012 SHEAR AT PLATFORM E:\adcadd\161000-2016 mechanical unit projects\0179.01 American Heating Standards\STRUCTURALUateralMECH 2x PLATFORM(wood).mcd NtP CIDA AMERICAN HEATING STANDARDS TEL:(503)226-1285 CONDENSER UNIT ON PLATFORM 016 • FAX:(503)226 1670 6/29/2016 ATTACHMENT-PLATFORM TO ROOF CONNECTION(CONTINUED): Design attachment for 389 lb sliding and 230 lb uplift at platform to roof connection 0.6•Pwind=388.55 lb Fup wind total =229.82 lb Try#1 2x3" SCREW INTO ROOF 5 lsaev:= 3in screw length Lp Iscrew—in g ds„„,:= 0.216in Diameter of screw Lp= L(SCREW)-SHEATHING THICKNESS Lp=238 in > EMBED(REQD), screw has full shear capacity embedregd:= 10•dscrew embedreqd=2.16 in nscrews_per side roof 2 number of screws per side into platform dthread 3•lscrew thread depth Wthread 154 Ib withdrawal capacity per inch m VALLOW_NO12:= 1471b-1.6 VALLOW NO12=235.2 lb TALLOW2N012= 1.6•dthread'wthread TALLOW N012=492.8 lb 0.6•Pwind Ushear roof:= L'shcar_roof=0.41 < 1.0, screws ok in shear 2-nscrews_per_side_roof•VALLOW NO12 Fup_wind_total Utension-roof'' Utensiar, roof=0.23 < 1.0, screws ok in tension nscrews_per side roof•TALLOW N012 USE L3X2X16GA ANGLE AT PERIMETER OF WOOD PLATFORM WITH MIN. (2)#12x1 1/2"WOOD SCREWS TO PLATFORM,AND(2)#12x3"WOOD SCREWS INTO SUPPORT PER SIDE-MIN. (8) SCREWS TOTAL TO PLATFORM,AND(8)SCREWS TOTAL TO SUPPORT E:kadcadd1161000-2016 mechanical unit projects10179.01 American Heating Standards1STRUCTURALUateralMECH 2x PLATFORM(wood).mcd S/RUCrURq D.a 6l ``�GPN�F& / ` 6 Cz ,.� ' - al-21 fps'1 �' : A \C A 4 il fl'-',.9 ' /," RT ÷4t, /S p GPC- SECTION A—A EXPIRES: 6/3017 7.02 HEAT PUMP /8" SUPERSTRUT EA. SIDE OF HEAT PUMP - STANDARD ANGLE BRACKET EA. CORNER W/ 0 °4".2073 3/8"0 BOLT TO STRUT. AND (1) /10 SMS TO UNIT6" MIN. / MIN. STANDARD ANGLE BRACKETS--ATTACH WI WI (T) 3/8"0 BOLT TO SUPERSTRUT ANO —A (1) 3/8"0x2" LAG SCREW TO WOOD PLATFORM 2x12 EACH SIDE OF UNIT-- I I(� NAIL CORNERS W/ (3) 16d MIN. L3x2x16GA CONTINUOUS ALL SIDES OF CURB W/ (2) #12x1 1/2' SCREWS EACH SIDE TO -_APLATFORM, AND (2) j12x3" SCREWS PER SIDE AI TO DECK--MIN. (8 WOOD SCREWS INTO PLATFORM, AND (8) WOOD SCREWS INTO DECK 19/32" PLYWOOD PLATFORM-- NAIL TO 2x W/ 10d AT 6" O.C. ALL EDGES ROOF FRAMING BY OTHERS 4x BLOCKING AT EDGES NOT SUPPORTED ON JOIST 0 HEAT PUMP ATTACHMENT 1" = 1'-0" .- DRAWING TIE:MECH. UNIT DRAWING: Q PROJECT: 1); WING: A AMERICAN HEATING STANDARDS 2016 15895 SW 72ND AVE SUITE 200 �, ! ill �q,a E"--- v EhchEEgl,;s PORTLAND. OREGON 97224 PLA I TEL : 5 0 3 . 2 2 8 . 1 285 JOB: 160179.01 DATE: 06.29.16 iarEaiogs FAX : 5 0 3 . 2 2 8 . 1 8 7 0 C Wm OKwc.ALmous Rearm) Landmark Ford Lincoln-Google Maps, https:/Jwww.googlcom/maps/place/Landmark+Ford+Lincoln/@45.030979, 122.7458883... Google Maps Landmark Ford Lincoln ,- : � � I eTb ,r r F/ i i rgi � t y zs4 i fa. yy va g= ` ! ,� n a , d,i e x Imagery®2017 Google,Map data®2017 Google 20 ft 1ofl 6/9/17,9:39 AM