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Plans A ' RECEIVED NATIONAL CREMATION SOCI ETY 1800 SW SHADY LN. 711R-1 - COUNTY HVAC.. INC. T IGARD , OR 37aa3 . APR 2 2014 N CITY OETIG.: ' 1 DUCT ggehiN6wI Air ABOVE 591-3" ,e, 1 NEW T-BAR CEI LI . "4414Y HP41°4 / 16'-4" 23'-o" 19111 / " Ai CCM/11427 T. / )t / 1 WA UCOIR1100111171901' 11'-0" CrITOF TT-ARD V- A 1. ginuan31.9". S 6 , ci REVIEWED yak co, . COMPLIANCE vg wwwimmi 4‘.. =11-:-.--- --111=--- 11=------•-... • -- Appkrovl:+1 0 f 4 1/4. r.0.W. . . . 1-99i.E.„06• ias- cFm TYP- - 125 CFM ,- 1:7.67_c.FAA penwtsts li.U... ..Z42(4-- X)( ---1 MEETING ROOM RECEPTION/k_OBBY METING ROOM1 1d4ressl 12a.i0--ec-) --‹-fitql? (33 :"-Ni 0 1102I ET 1 101 1 111 91 'p •V.&Nb r ' — - ..,,ite: AisIA_ . -,..., -, 4esfe)- , e 6'-4 " It, N 3-61- I 1 ; .-, —.......\-- 1 i - I. 1 3'-3i" 111-A LIMIS __ TYP - 2. - 6 "*• 70 CFM ' 0 of 11 0 TED-C FM 4 fi 10 T. 1 io In OFFICE 5 I -013 OFFICE COPY 103 1 - 108-8 a v-Icsi i'cy-9 I ; 6"..-0 .ZA a -4iP CO ID : OFFICE ; - 0 3 7 107 I :; I ; , ‘- •-' _______1,-0, , 10 po f110 c Fm 51 er NO CFNI 5 CI': OPEN ICE --e, 1E08 #i i T1.1 I 0 2co T''t° ill -I — WiNRCIS-GCHIlkliC70 1-ENT 2 , - : .-- 0-6" % —.,a a m•o 1.mil maw 'S" , , ''-'LC..6•- NEW LUXA I RE ROOF 4. ' 105-A , r.vpim in , .. PACK - LI,0 TON HEAT •im-e--..„---_...m 0 't, WIP i. PUMP WIT i-I ECONOMISER IT/STORAGE ' HOLDING Re • ; -00M ' '; 8::9- . gs. "4400.1 104 A , , iliW. n ;0.14 ,, 4211tr: 11111 .; , ,„' (N1 lielk. I 6 A„, .I IP TFF;7\2A C*-)() t- ‹ T.R. to TYP- 1 110 CFA4 4 ; , .4111. ...4116 .. 40,............................................... ',- 1 PANASONIC FANS . ; ; 1 — • ___- F.O.W \ \ . * LL: 13'-671" 1C-11" 23'-6i" 8'-4,, .1 . I �hr-- 1 3-6 Ton Package Page:5 LarAIRE Single Package R-410A Heat Pump mollIMMOMUMMUMMOIMMIM Project Name: National Cremation Society Unit Model t. X/L 1 Quantity: 1 System: XA Consoadated Drawing NOTES:FOR OUTDOOR usE ORLY. M OPERATING CENTER OF GRAVITY TONNAGE I HEIGHT (LIS) LOCATION (BAS[ MITI 4 POINT COINER LOADS (LIS) IOASE 81171 2. MIN. S SMOUR ARE FOR COOLING ONLY UNITS. T (BASE MITI X 1 A 8 C 1 3. NIH. CLEARANCES TO BE: RIGHT SIDE: 21 1606,61 3 ZS 400 12121 33 1838.21 18.25 1163.61 III 1521 76 [351 111 1511 167 1761 LEFT SIDE: 24 1609.61 (LESS ECONOMIZER) 36 1911,41 (11TH ECONOMIZER) 4 ZS 541 12151 31.56 1880,11 18.50 1461,61 130 1631 85[3!1 122 1551 II6(001 FRONT: 24 1609,61 (COOLING/ELECTRIC NEAT) 32 1812.81 (6A5 NEAT) 5 ZS 569 12581 31 1936.81 15 [3811 IRS 148) 84 [391 116 1711 208 1661 REAR: 12 1304,81 (LESS ECONOMIZER) 34 1914,41 (11TH ECONOMIZER OR FIXED 6 ZS 646 12111 31 1939.81 15 [3811 118 1511 96 1441 192 1811 234 11061 AIR/MOTORIZED DAMPER) TOP: 72 11828,81 ..----31.62 -- 3 21 515[2611 40 110161 20 15081 132 1601 125 1571 ISS 1101 161 1741 BOTTOM: 0 191 1803,3) 1. FOR SMALLER SERVICE AID OPERATIONAL CLEARANCES »-6.121) IN SOS 12651 48 110101 20 15081 134 1611 121 1581 15$ 1121 167 1761 CONTACT TOUR APPLICATION ENGINEERING DEPARTMENT. 1155,51 .. ( 5. DOUMFLON DUCTS DESIGNED TO BE ATTACHED TO ACCESSORY 7.25 18.26 5 ZN SOO 12001 16 116161 26 [500) 135 1611 128 1581 159 1121 168 1161 ROOF CURB ONLY. IF MIT IS MOUNTED SIDE SUPPLY. IT (184,01 (463,71 IS RECOMMENDED THAT 714 DUCTS ARE SUPPORTED IT 3 IA 515 12611 39 1998.61 26 [5081 13$1611 121 1551 151 (691 1681161 CROSS BRACES. AS DONE ~ - ON ACCESSORY ROOF CURDS. 1.80 21.51 - 6. SIDE DUCT FLANGES ARE 0.875' 122.21 NIGH. (45.81 1699,61 I I IA 585 12651 31 1900.61 26 [5081 137 1621 124 1561 151 1161 111 (181 I BOTTOM DUCTS DO NOT NAVE FLANGES. t 7. MINIMUM CONDENSATION TRAP HE1611T SMALL BE 1.5 TIMES + EAR 5 SA 500 12001 39 1996.61 20 15061 130 1631 125 1571 ISS 1761 ilt lid! THE LOWEST NEGATIVE STATIC. 8. DIMENSIONS IN 1 I ARE IN MILLIMETERS OR KILOGRAMS. 9. OPTIONAL COIL GUARD, GAS NEAT. ECONOMIZER MOOD, 5.89 DISCONNECT SWITCH. CONVENIENCE OUTLET. AND 5.51 ((14,61 OUTLET/INLET NOOB SPOIL (140,0 1 A a _ + U AEXCEPT IA(NEAT POMP) UNITS. 1 ri 12.26 ! r Liao 1 ; L� 3.00 I(. 6 -► DIRECTION OF AIRFLOW POWER HIRING BOTTOM ENTRY [311.31) 'F (291-11 ; 0/A ® (76,21 [2!2,11 2.00 [50.8) IF ___L-- 17.56 ' sew 1 • CENTER Of GRAVITY 4.00 ) �[tu.5] '\ Ii L�11-19.-m-1111 eines/ 11.50 19.0$ [101,6 r � j 0/A 11111 1292,1] 1481, 61 l 1 _ l i 8.23NI } 1204,21 ! 6.50 L 4.58 i 0 C 1165,11 I1.50 7.62 [116,3I 11.06 6 .48 [444,51 1167,61 1281,01 1164,71 11.50 31.62 CONTROL WIRING BOTTOM ENTRY 32.09 S SUPPLY BOTTOM ENTRY 911.50 138,11 N.O. (114,51 1803,21 00.88 [22,21 1815,21 (0.50 112,71 NOT Ai GAS VALVE CONIZER 11000 01.97 1.0. - X ENT AIR OUTLET 1100000D � O (RAIN MOBTIAIVMS VIEN) (OPTIONAL) 150,01 ,'-COMBVSTION AIR INLET ROOD DISCONNECT SRITC ICOVER (OPTIONAL) ! ,40111 F RNA ACCESS A0. ', KOM(A CONVENIENCE OUTLETMN I 32.5 • ACCESS Ik COYER (OPTIONAL) k ACCESs f (826511 1694,71 F 0 0,88 N.O. M 11 4I :I 122,21 I NI14 ■,Na-..11111111r7iU'■ , ':l.mis�0na-- •1 3.16 1.38 8.91 18.58 i [96,01 1111,11 1176,21 44.88 (47(•11 X112 31 31.89 AS SUPPLY ENTRY /‘ 11139'81 OIL GUARD % (9.67 (810,01 01.63 (41,41 4736 (OPTIONAL) 0.75 ((9.11-/ [199,71 2.55 -- 82.19 Mr VI PVC FPT 164.71 12087,61 COND. DRAIN LIFT VB linker/Sebe Tool v1.5.7.30 kllomnNon Is sullied b change wGho 9 notice.Chad(local codes. Prkdsd 03124/2014 IWO,ifirRIMININCISMINIA 3-6 Ton Package Page:8 LUOINE' Single Package R-410A Heat Pump Project Name: National Cremation Society Unit Model 0: XA-O4E20PTHZZ20001 Quantity: 1 System: XA-04E20PTHZ220001 1 RC0434 Roof Curb 2"TYP, COMPRESSOR DUCT SUPPORT --sj'' AND CONDENSER BACK RAILS / END OF UNIT OF UNIT SUPPLY" AIR RETURN' .....--"--e-11 AIR1►1 4 " :,w�".0 19-1/2~ ' . --..., �>.,.. .,----------\\ 41/2" //� 19-112" �_�'`^ 19-1/2" `�� 73.. FRONT 37-114" 2" OF UNIT It. <.....„........-- �'' `Supply and Return Air(including duct support rails) shown are typical for bottom duct appications. DUCT SIZES: For location of horizontal duct appications Supply Air=19"x 19" (on back of unit).refer to Unit Dimensions details. Return Air=19"x 19" 1RC0434 Roof Curb Dimensions Unitary Sales Tod V1.5.7.30 Information is subject to du ge without notice.Check local codes. Printed 03/24/2014 1 l PORTLAND NCS HVAC TIGARD, OR MECHANICAL UNIT ATTACHMENT MAI-Mkt SKETCHES SKI &SK2 (7 PAGES TOTAL INCLUDING COVER SHEET) ttitIP March 10, 2014 k OREGON PROJECT NUMBER: 140049.01 Fe 13 4oQlb 1 #' 'IS D. GNG I S• iisfs ((ili U 15895 SW 72ND AVE SU TE 200 PORTLAND,OR 97224 PHONE:503.226.1285 FAX 503.226.1670 int awsc ooM W W W.CI Ar1C.COM Design Maps Summary Report Page 1 of 1 hit t •(s's Design Maps Summary Report User-Specified input Report Title Portland NCS Tue March 11,2014 02:14:12 UTC Building Coda Reference Document ASCE 7-05 Standard (which utilizes USGS hazard data available In 2002) Site Coordinates 45.44191°N, 122.77804°W Site Soil Classification Site Class D -"Stiff Soil" Occupancy Category I/II/III ,SYS.�"'� f '�� t • r" r r '�`p,,::s.s� �y� {, y Y E; fir --4.,.........,,,,,---i, ii `,•-r 1 '� .4 i *V iIWauki� \h, ' .4, ' ff. '‘. ,24- t i „,,, ' . `' 11,k a r, ' ,,, '.: ...- 4:, ', (*- .,414 '61f4t- !.'&44:r ' ec-,‘ . '- ) -- 4' l''' '-• ' " . b 4 __Tee, ,0 , . .‘,„.. ,. , , ,, , , ,,_„,.....,.. .,-„, - ,-,, _ &._, 'f',0' '''. b ...rya -. P7. 1 *II 9,. �4..�"I�ld IGVW '�. 4 ce` j, 8 XI. J° ♦ } USGS-Provided Output Ss : 0.944 g Son/2 1.060 g Sas is 0.707 g S, = 0.340 g Sr,,*= 0.584 g S°, = 0.390 g MCE Response Spectrum Design Response Spectrum 1.10 0.72 0.23 0.44 0.aa 0.s4 an a as .a 0.41 ( 0.40 A 0.95 0.44 a72 0.n axe 0,22 0.14 I all 0.00 0.00 0.00 0.00 0.20 0.40 0.40 0,00 1.00 1.20 1.40 1.40 1.00 ZOO 0.00 0.20 0.40 0.50 0.00 1.00 1.20 1.40 1.40 1.00 2.00 Purled.T(sec) Period.T(wed 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. http://geohazards.usgs.gov/dwesignmaps/us/summary•php?templatr.minimaldtlatitude=45.4... 3/10/2014 m42 ��(�)226-1286 Mechanicaland's �'yen` 3110120`dg 4 FAX:(503)226 1670 RTU at wood roof 140049.01 MECHANICAL UNIT ATTACHMENT-LATERAL FORCES Lusaka 4-ton unit Wp:= 673lb Weight of unit Ws:= 1161b Weight of curb W1:= Wp+W� W,=759 lb L:= $2.2in Length wm:= 451e Width of unit wc:= 37.25in Width of base hs,:= 32.55•in Height of unit := 14-in Height of curb/base hra„:= hm+he hs,e=46.55 in Total height of unit on curb SEISMIC PARTS AND PORTIONS (Tigard,OR 97223) Musk. SI:. 0.944 site class= D Aciusted Maximum S:a F,3, F,:= 1.124 San1.06 Doke Sps:= ISras Spg=0.707 0.2-SDs=0.14 0.7.0.2-SDs=0.10 h:= 18R 1p:= 1.0 ap:=2.5 Rp:= 6 z:= h Air side HVAC component Fp.= 0.4 ap 1p.1 1 +2.I.W1 Fp=268.451b WIND LOAD: BASED ON 2009 IBC/ASCE 7-05 V3,:= 95 Exposure B I„:= 1.0 Kd:= 0.85 Kb:= 0.7 (3:= 0.85 Ks!:= 1.0 Cf:= 1.3 q=:= 0.00256•K6•14rKd•I„rV3,2•paf F:= (3•CrWI= F= 15.19 psf Pwind unit:= F•L•hm Pwid waft=282.2 lb Controls over seismic F•L•hm, Pa3.d=403.6 lb Total wind an unit and curb Eaadcadd114%Portlsnd NCS lsraIMECH RTU.mcd CIDA Mechanical unit Attachment cdg TEL(603)226-1286 Portland NCS 3/10/2014 FAX:(503)228 1870 RTU at wood roof 140040.01 • OVERTURMNG • - 1.c s 7 0.6D+W Overtumino at base of unit from wind • h Ma:= 12„tnd wt.— Ma=382.8 lb ft Mtn:= w Mfrs= 1044.55 lb ft (Ma-0.6•Mr,a) Flaw Fes,„_-78.58 lb < 0 no uplift Design attachment for 2831b'Ndina and Olb uplift at unit to curb connection Vo ,,:= 471 lb Allowable shear per clip Val*:= P Vdip=201.8 lb < V, ,,,, OK Use(1)clips per side min. Overturning at base of curb from wind hmc 2 Ma=712.91bft Mn,:_ Wt. Mtet=1178.0316 ft F :_ (Ma d) -0.6•M, `4 Fop=24.511b • ATTACI*ENT Design attachment for 4041b sliding sod 25Ib uplift at curb to roof connection. 18aa curb Try 810 screws VW 2.5" EMBED at each comer Tom,,,:= 871b Vim„:= 2081b F„p=24.51 lb Per Screw Per Screw Pwind=403.64 lb P,,ind F„p U:= + U=0.626 Use 810 screw each corner 4•V 8bw 2T eIbw E:ladc add1141Portland NCS WteralMECH RTU.mcd 15895 SW 72ND AVENUE,SUITE 200 4 PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 0 1 E-MAIL:infoacidainc.com as th/tilf U PROJECT NAME: TITLE; PRO).No, By: SHEET DATE: i :, 1 ; - 4 -i- -f : + 4- 4- -i- - . f 4 t- t 4 4,- 4 .-L-- if 4- .4- 4- 4 + 4_, __ ..._ ,4___ .4._ 0, ,e; fX4' ay;iWi-t- ;Clik/C 1 , ei-t:14/7A1 lc_4 .1 i t 5 odrin 4 4 -f f f 4 - -. 4 4 - I ' ' - -4 -4 -4- + ,4 : 4 0 4 4 -i- 4-- ± :4 '4 4--' - !- i , 'i 1 'i t 4 , 4 4 t ' f , . 5",:..P'.1_ ._., ___ 1 .; I L. 4 ....___.,._ _47 , .., .__4 _4 _IT' ! 4 4 , (0. 11 i 4 I t. 4 ----7 -4 -t , 4 , , 4 , 4,- 4 4 4- -4 --I -4-- --4— I, - 1 ----!-• 1, 44_ __} . ! 1 --j-' ± --4,-- !, iv—, . i __, i _ ,,._:, .: , 1+; 1J I -, I i i - , I - - - ....__ _41_,_ , , 4 , 62.4 Z' , i + + - -.-. 4 I if-F--- - • —+ - - - -. ---4 - -4- 4I ---1I-4-'1 ; 1 , i 4 _4_ 4 i.„ ' __i_ 4_, ____;._ . 4._ 4._ • . -.4- 4 -I-4,--Y--17,e -4 -------4-'ii/i - ‘,IX ehrabi, -.-- 9/4-gr i 1 ,, , • , ' i-- i_i ----; '--F 4-, 4- 4- "i!-- + + 4-- •4-1 -t f ± - '4- 4 - -± ---4---4----+-- - 4 -t--- --f- L lifir ', 1.rAt Disf4 (Y.)gOsrst 1 ----- • - -4 + 1 1 4 "4. -4- - --.4 1-- . ,. 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GPG- EXPIRES: 6/30/15 NOTE: UNIT TO BE LOCATED ON JOISTS NOT SUPPORTING EXISTING MECHANICAL UNITS n n n n n n n ! IIIIIIIIIIIIIIIIIIIIIII 11 II I I 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 li it ICE2XWc1ODITRLSEA124. JCJ lllllilllll II1 1 1 1 1 1 1 1 i 1 I 1 1 1 1 i I IIII illillllilllllillllilllll 1 11 i i 1 1 1 1II ( IIWI748I4UIT iI1NO CURB 1 i , 1 i 1 1 1 1 1 1 1 1 it 1 , Illlllllllllllllllllllill 1 1 1 1 1 1 1 1 1 1 I i 1 I 1 1 1 I I 1 1 1 , 1 I I II , . it II1I1111 ___ I llililllll , 1 1 1 1rricaErA I ►�•� 1 �IU I 1 1 1 i I 1 1 1 ( 1E) w /t'�'/_ II1 , 1 1 1 ,iHHLLMHH ' t ' II.. FRAMING @ RTU 1/S' .. 1'--O' Q DRAWING Trflii MECH. UNIT ANCHORAGE NO: 0 18808 SW 72ND AVE SUITE 200 PORTLAND NCS I U PORTLAND. 0REOON 072248 Mmo. n23 SK TEL : 803 . 220 . 1285 � at�t • FAX : 803 . 220 . 1070 JOIN 140049.01 OMs03.10.2014 0 1114 COM wog AL MINIS IMMO StRIlCtUR� S,```,40 PROFirs 47 4. • / ' OREGON T./S D GPG‘\ EXPIRES: 6/30/15 (4) #10X1/2" LONG TEK SCREWS PER MECH_UNIT BY_OTHERS CUP AT BASE OF HVAC UNIT AND kT.-CURB CAULKING (1) 16GAx6"CUP AT EA. SIDE OF UNIT STANDARD 14" METAL CURB PER v UNIT SUPPUER RIGID INSULATION (18GA MIN) #10x2 1/2" REWS FLASHING i AT 24C O.C. REMOVE ROOF SHEATHING AS -EQ'D 4x6 OCKING DER EDGES OF CU' . W/ U46 ACE MOUNT HANGERS 'N--(E) 2x WOOD TRUSSES AT 24` O.C. Q2 MECHANICAL LINT ATTACHMENT 1" - 1'-0" on aero tmis MECH. UNIT ANCHORAGE OPKVOINek -. 15595 SW 72ND AVE SUITE 200 POR U D NOS ' 2 MOO MAW 97223 U PORTLAND. OREGON 97124N. OR � SK TE : 503 . 229 . 1255 .. FAX : 803 . 229 . 1570 JOS! 140049.01 ormr 03.10.2014 11014 1111,NC.5L MOB 959