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Specifications (25) t ;((e, _ _ C /�!S'L! s -w C24 1/30/1>rs f)— F SF?\I..__; 1220;6 Cd 1 Y �, a, STRUCTURAL CALCULATIONS �`? FOR ALL STRUCTURES ENGINEERING 16154 SW UPPER BOONES FERRY RD TIGARD, OR 97224 -- ROOF MECHANICAL UNIT -- „c��D PROp8 12, 87 9 II il i t OREG+N , ✓G<y 1 5 9a� G. '941F. NOR0\'\ I EXPIRES:12/31/16 I 3 r Contents Details A-D D1 -D4 Gravity Calculations G1 -G2 Contact Person: John E Nordling,PE Lateral Calculations L1 -L2 Enclosures E1 -E3 I I NORDLING Proj. No.: 16-319 STRUCTURAL ALL STRUCTURES ENGINEERING '`� MECH UNITS �� ENGINEERS, LLC PAC TRUST 6770 SW 111th,Suite 200 i Beaverton 0R,97008 Date: SEP 2016 B JEN Y� Sheet No.:COVER .... s .() ,ate•.:• 0 ?* —. 7,1_ t7....4 .3. Gil 2i,-�7 FF I ,,sn :, �..: ` y . ` k ',.' ,.'8-:,'-'..' L '' - r,Jl\L�/YID $ 4 ,;_.., b U ii III �� a x h ,,,,\ ,1) l o I'f1lIl, 1` Y. -1 fj G SI Vii' s; Y� U 5e 200E F(',.AM INC, Pi.AN-HUILDINPo'', • . QED PROF S�� Ess .. . NGINEF �j R 1 fr./' 12,187 /�1 s . ®1 Cly�, P.1--A4 OREGON a / asev›,.."-›,.�. T�- .. • . ✓O ✓G<Y 7 5. 9 B9 • NORO\" c � NORDLING Proj. No.: 16-319 i i-- ,-- 1 STRUCTURAL ENGI ALL STRUCTURES ENGINEER I_ VEERS, LLC PAC TRUST 6775 SW II lth,Suite 200 Beaverton OR,97008 Date: SEP 2016 B JEN Sheet No.: DI I 1 v Q E I. , 4 , . I ] \ i f'f ,A0 , �...�.♦. -c''—;;,fie;, _. �{ + h .1 ,111 111IF 0 Y • i . Ns., It'-. l ) .N.).v 1?-4710;4" 0 ati 41—B 1c c a S j it 'fiGS �, �` �>,d !5: * ,d'�;".'s Pow- f.. 4:MTr,.1J' ... 'ljA4 irnut lr�C„1 i g„ �t p ,���ED PROF�6, v \C., ENG I NEER S/ a i� �i._i 2,187 :1 /r •-EGON i j�. 111 �� 14m-�"��'!'�' f M1''�s?�i�• ,<'rt.1 t C.R 1... UM i�`e' S �-i'aa.rs-� 'i� ✓Lt>- 15, �9$3 G (3) \ / ... E. NOO\” \.....__/ EXPIRES: 12/31/16 I NORDLING Proj. No,: 16-319 . n,r STRUCTURAL ALL STRUCTURES ENGINEER ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200.Beaverton OR,97008 Date:SEP 2016 2 —__By:.TEN Sheet No.: • r i�i,.,lLA d ,itis" J12.{r - f + ,'3.it,, 41'. es(.4:`,.- 4- ���" e t1i ^ � — iirfi , � f, , i � - _: s, i i. � i , i.4-_-.-7—,,,,-- ,,, . cf, i..f.. s'"'T ;. , ''cf-(,,, E., c-..c,/0 I sit -- \:� } 0 F" s .Pt R. ¢¢t t • 5,���ED PROF�r �, GINeF F,/' 12,18 1 /7 C--- _ { p j •RECON t��t ` F\�! �4 a+ ,E...,I�'M.�tr L , t..-,,, 1Fi'. ,,�--7-. v0 JG�Y 75 9B titi F. NORO\\� EXPIRES: 12/31/16 velNORDLING Proj. No.: 16-319 STRUCTURAL ALL STRUCTURES ENGINEER ir 5,,, ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200.Beaverton OR,97008 Date: SEP 2016 By:JEN Sheet No,: d 3 (4) STEEL BRACKETS W/ (4) "10 x viz° TEK SCREWS TO CURB a (4) "10 x Iia° TEK SCREWS TO UNIT BASE RAIL �MECHANICAL UNIT UNIT BASE RAIL (4) 010 SCREWS 7 STEEL BRACKET — "I2 WOOD SCREWS 012° o/c, U U TYP U.N.O. LEVELING CURB (AS REQ'D) FLASHING s ROOFING BY OTHERS---------_, U i. 1 LJ 1 ! 4x16 --______ ---- -E)----- -- -- — _ CEJ 4x16 (E) GL 63i a GIRDER L__J 5,0,10 PROFF \ ../:„ 12,187 '-.. i 12,187 S. 4111. vat ,, ii01/ Orm DETAIL voti�L 1 5. \�c) N G. NOR°- EXPIRES: 12/31/16 I- 1 NORDLING Proj. No.: 16-319 STRUCTURAL ALL STRUCTURES ENGINEERING MECH UNITS 1 ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2016 By: JEN Sheet No.: D4 • p : � -- "1 ", i 1 i fir .. . I �j IZ LJ' �li ' - ( / .. IIyII' / I I L.-'r. ! :1° . � A".". ( , :.\111 y / I 1 ;;1''' , ./ , . I ,,,,,..,..., ,,......,,.„.,,,,_:,.„,,, ..,,..,.,, .... l IE---_-__ -,--F--- ,,,, , -- ,,- -, , - . (!�,5-„i a,,, , . ,,,..,_ -, Ciilr � . .,.. ,____.;,4 ch � •f i'.1',1,.-:1 .......__ _:.. a,,_,„.... .. ... ,.,-''! i..,i..'r ..t`Y.Vit' _lr��e 21(A}; /,,�1,tit . (6-0 ,.,.( k(q,.i,°f,s'� • r Z3 ei ( t, ..,.. 1 (1 . . • • t - _ a v.,- ! J • I NORDLING Proj. No.: 16-319 STRUCTURAL ALL STRUCTURES ENGINEER PAC TRUST (� ENGINEERS, LLC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2016 BY JEN Sheet No.: ( NOrdling Structural Engineers LLC ' 6775 SW 111th, Suite 200 Beaverton, OR 97008 Date:09108(16 Page: MULTI-SPAN TIMBER BEAM DESIGN ALL STRUCTURES ENGINEER A-(IL) B-(DL+LL) B•(UNIT) B-(COMB) GENERAL DATA - 1 - - 3 4 5- All Spans Simple Support?? : YES Spans Length ft : 7.25 23.33 23.33 23.33 End Fixity: : Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 3.500 3.500 3.500 3.500 Beam Depth in : 7.25 15.25 15.25 15.25 CALCULATED VALUES - -OK- -OK. -OK- -OK- F'b•Modified Allow. psi : 1311.0 1735.7 1735.7 1735.7 fb•Actual. psi : 514.3 1685.1 52.4 1716.2 F'v-Modified Allow. psi : 207.0 207.0 207.0 207.0 fv(actual)* 1.5 psi : 36.0 82.0 4.8 86.8 Moment @ Left kin : 0.0 0.0 0.0 0.0 Moment @ Right k•in : 0.0 0.0 0.0 0.0 Max.Mom.@ Mid-Span k-in : 15.8 228.6 7.1 232.8 X-Dist ft : 3.62 11.66 3.58 11.51 Shears: Left k : 0.72 3.27 0.17 3.44 Right k : •0.72 -3.27 -0.03 -3.30 Reaction @ Left DL k : 0.18 0.93 0.00 0.93 LL k : 0.54 2.33 0.17 2.50 Total k : 0.72 3.27 0.17 3.44 Reaction @ Right DL k : 0.18 0.93 0.00 0.93 LL k : 0.54 2.33 0.03 2.36 Total k : 0.72 3.27 0.03 3.30 Max.Defl.@ Mid Span in : -0.070 •1.002 •0.022 -1.024 X•Dist ft : 3.62 11.66 9.95 11.66 - DESIGN DATA-- Le:Unsupported Length ft : 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 1140.0 1550.0 1550.0 1550.0 Fv:Basic Allowable psi : 180.0 180.0 180.0 180.0 Elastic Modulus ksi : 1600 1800 1800 1800 Load Duration Factor 1.15 1.15 1.15 1.15 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Uniform DL plf : 50.0 80.0 0.0 80.0 LL plf : 150.0 200.0 0.0 200.0 Point DL 11 : LL // : 200.00 200.00 X•Dist. ft : 3.50 3.50 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 Shear /1 : 0.72 3.27 0.17 3.44 Moment k-in : 0.00 ''0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 6 2- V4.482(c)1983.95 ENERCALC Bruce W.Kenny,KW060914SL-A ASCE 7.10 Staudard RoofTop Mech:Unit Location 45°24'9.45"N Ss and S1=Mapped Spectral Acceleration Values 122°45'2.45" W 16150 SW 72nd Ave,Tigard OR 97224 Ground Motion Ss 0.964 Si 0.419 Occupancy Category II Site Coefficients Fa Site Class 1.11 D Fy 1.58 Itnpottance Factor 1.00 Height ofSuueture 20.0 Ii SMS Fa Ss 1.074 SM 1 F,. 't` Si 0.662 Design Category(SDC) D Sos (2/3)SMS 0.716 Sot (2/3)Sim 0.442 Air Side HVAC FP MIN= 0.3 SDS Ir WP ap 2.50 Rp 6.00 = 0.215 Wp->* 0. 0.150 0.4,a •S •1 Fp= P DS P I\1+2 Z w FP MAX= 1.6 SDS IP WP R1, h/ P = 1.15 WP->* 0. 0.802 z= 20.0ft ASD Fp= 0.36 WP->*0.7 0.251 EqW= 0.284 + 0.2 SDS W :Weight oWf Unit I z= 24.0 ft FP= 0.41 Wp->*0.7 0.284 ASCE 7.10 Wind Force Standard Wind Speed : 120 mph Roof ToplVlech Unit Exposure: B Height of Structure 20'-0" assume Af<0.1 Bf::Force increase factor x=1.9 qz: 23.24 psf kz: 0,70 Unit Weight 700 lbs Gust: 0.85 Ka: 0.90 Unit Height 6'-8" Cf: 1.31 I{zt: 1.00 Unit Length 3'-8" x: 1.9 Unit Width 3'-8" Curb Height 14" WP: 49.3 psf T= 723 lbs *(14"+80"/2)/44" P: 723 lbs -ASD - 0.6*700 lbs/2 = 678 lbs Net Uplift -- NORDLING Proj. No.: 1 6-3 19 41,, 40 0.„.: „ STRUCTURAL ALL STRUCTURES ENGINEERING ENGINEERS, LLC MECH UNITS PAC TRUST 6775 SW 111th,Suite 200 Beaverton OR,97008 Date: SEP 2016 By:JEN Sheet No.: LI • 1>, I lmVEa lbs Bae W: 100 lbs /, Height 6'-8" Weight 700 lbs Length 3'-8" a Width 3'-8" 1111101 Curb 14" VEQ= 0.284*7001bs+0.2* 0.716* 700 lbs vEQ = 1991bs+701bs 199 Ibs T= 1991bs * (14"+80"/2)/44" + 701bs/2 - 0.6* 7001bs/2 T: 69 lbs = 69 lbs Net Uplift V= 199 lbs (4) STEEL BRACKETS WI (4) "Im x vie" TEK SCREWS TO ROOF CURB 4 (4) *10 x 1/2" TEK SCREWS TO UNIT BASE RAIL -ok- *12 e12" o/c SCREWS FROM CURB TO FRAMING BELOW. -ok- I NORDLING Proj. No.: 16-319 • i 4 STRUCTURALi ,, v- ENGINEERS, LLC ALL STRUCTURES ENGINEERING MECH UNITS PAC TRUST 6775 SW 111th,Suite 200 Beaverton 0R,97008 Date: SEP 2016 By:JEN Sheet No.:L2 48KC NOTES_ -_-- UNIT)0WESr,p" SBOY Axlroe l` dK 0i 505 ReSEii Al 619/1511 E000010I]5e S1OINNFNSIO14N IN INCPSDINENSION3 UNIT J X 11 pNASFI [13 PHASE) r 44411CAfl 1?1C1 , r �5.:lnpp xoUN[ 5R 2d" 55"01 OlAu�T[dcPoupiORS Od33 3/8 16 116 1/7/82.© CENTER OF GRAVITY 8NC 18471 13771 (3771 3.y DIRECTION OF AIR:IOM 486C 05 LB 1/8 1131)78 1[1128 /]8 CONNECTION SIDES "DC O6 dt 3/e 14 i/8 1 5/tl A 1 3l8' f351 OIA FIELD POWER SUPPLY HOLE f 10511 131)1 (4)21 B 2.1501 DIA POWER SUPPLY KNOCKOUT C 13/4.1511 DIA GAUGE ACCESS PLUG 33-3/8 I 0 7/8.1221 DIA FIELD CONTROL WIRING HOLE /8101 8 3/4•-l4 NPT CONDENSATE DRAIN F 1/2'-14 NPT GAS CONNECTION ----'--� ( 1 ECONOMIZER ROOD G 2 112•1611(IN POWER SUPPLY KNOCK-OAT 181011 (OPTIONAL) 16 FILTER ACCESS PANELTIILIP r 37 _ I/067 — (TOOL-LE531 TNRD-TNE-BASE CNART ^TNE SF HOLES REOUIREO FOR USE ` tII~ - - - • • CRBINPWR001A01, 003A01U4A ��� THREADED WIRE RE0'D WOLFM•ICONDUIT S17E USE SIZES INAX.1 /yyam—_ _ ��A �\\ 15-518 -- 10-2/8Ill' ACC. 718.122.21 AR/xN( 111 1 ^.\� eUl� .�� �-5 _ 16521 (2111' X /2 21V 7/B'122.2 >� C --� �K�J EC RETURN AIR RETURN V1 �I (17171 I IS - 4IRl/a-)001,0031 DOWER I 1/8' 728.41 j BACK ANNA 2-318.4 - '\ ®J�� - I•s (0035 t/2•EU GAS 13116.170.01 V [611 \ � C) 1 FOR•TNRU-TNE BASEPAN'FACTORY OPTION, TIP U FITTINGS FOR ONLY X.Y.d I ARE PROVIDED • p. CURB ' F Ali.-� HI WIDTH - nX CONDENSATE - 111SELECT EITHER 3f1.OR ill• ten GRAIN OPENING FOR POWER. DEPENDING ON WIRE SIZE 1 IN BASEPAN d511 9-3/8 0011 PROVIDES 3/1'FPI TXRU CURB p 18-1/B 1 ] Z SUPPLT 26-1/2 00 _ 1159) I AIA [6131 (1411 SUPPLY FLANGE d FITTING. L�1 A 16-II6 14-I/4 12-1/4 I AIR (1111 13831 1312) SEE TXRU TNE .P O + ! '� BASE CHART 1•11571 a CA 1 ) k, CT a-,/B iasiB 25 LUE 13011 6 16361—_ / P.y 11001 HOOD IB-t/Z--7 v (B(B r 1 4-5/8 TOP 14701 MBI 7 r--. 10-1/1 a ISCONNECT [26`] 1-1/4 DISCONNECT 131 N == LOCATIONH CONDENSER _ f—���—T COIL _ A, • I CONTROL BOX INDOOR BLOWERCA —8. ACCESS PANEL ACCESS E STD CONDEAI11, ?SLjpSLSIEE • ANDLE 1R-J/B ] ASULAIRJI.. 11687 OO '1 IOO 6-1/8 15391 7-3/1 (1551 ���xSx�=�� 1951 /6-3/d IIANDLF L ��—�� J 8-318 11181) 176118 (2131 —11691 !17)1 6 1521 14 3/8 26 -- 118881 16(-3;1' BAROMETRIC 31-1/4 RELIEF LEFT SUPPLY 11931 FLOW FRONT AIR RETURN RIGHT "1" Slat pat SUOXRILBES 48KC 04-06 SINGLE ZONE ELECTRICAL 101; 09-16-14 - COOLING WITH GAS HEAT 48KC000281 RFN C) - (� m (-1 STD.WEIGHT CORNER CORNEA COAXER CORNEA UNITED o.Bos loos)x1s oo[vx[xl ss sx[ PSI IS.os UNIT WEIGHT Nf IGHT(pi WEIGHT(B) WEIGHT(C1 WRIGHT Cpl__ C.G. HEIGHT TECXNOIOGl ES'vwi,us[.xu o[[1u[u[A uvox sx[[svuf ss [aAl LBS. KG. LBS. KG. LBS.'KG. LBS. KG. LBS. KG. (CARR TER Ox Fxn mss not eF Risnas[x au otej��0ujx�xAM(o sar )x[s ARRC 0/ 190 222 120 5/ 0 Y 1 [MONONA,v1rt[x coxs[ur. uv s iivtiii[[a Aioniiiti 111 50 125 56 135 61 35 3/4 19081 24 311 16281 18 1/8 14791 A[ [a 188C 05 544 246 130 58 126 57 112 6/ 146 66 36 3/1 19331 24 311 16281 18//8 11191 OBKC 06 597 270 111 Al 156 70 150 11 142 64 39 1/8 19931 23 1/2 15971 20 1/8(5117 1 •STANDARD UNIT HEIGHT IS WITH LOW GAS NEAT AND WITHOUT PACKAGING. FOR OTHER OPTLONS AND ACCESSORIES,REFER TO ONE PRODUCT DATA CATALOG. CORNER A _ CORNER 8 WI /1* N j.) . ,.c, �\f, 9 g y I.* o i x A 6>0 j CORNER D I - --- CrC,) LA <=, CORNER C up ti 1 CT TOP CT H IS0 N - _ _ l J a Cif) N Vl CD E-D i . con 0 �. JIiL I I. : 00.1 I `. FRONT MEI "" Sxr7506549 I 48KC 04-06 SINGLE ZONE ELECTRICAL 2sOF 2 09_16-14 I _ ""n COOLING WITH GAS HEAT 4811C000281 N fJ �' 4J CO1 48KC • ROOF CURB NOTES: _ ACCEBBORY6 A 1.ROOFCURB ACCESSORY IS SHIPPED 2.INSULATED PANELS:25411-1THK.POLYURETHANE FOAM,44.5[,-3/4)N DENSITY. CONNECTOR PKO.ACC. GAS CONNECTION TYPE GAB FITTING vOWER WIRING COM0.0L WIRING ACCESSORY CONVENIENCE CRRFCUR8001A01 ,4• 1.DIMENSIONS IN()ARE IN MIWMETERS. FITTING X56] FITTING OUTLET WIRING CONNECTOR 4.ROOFCURB:16 GAGE STEEL. CRBTMPWg0pi A01 5.ATTACH DUCTWORK TO CURB.(FLANGES OF DUCT RESTON CURB). THRU THE CURB 3/4'[19J NPT CRRFCURB002A01 24• 6.SERVICE CLEARANCE 4 FEET ON EACH SIDE. 16101 3/4.1191 NPT 1/1.112.7)NPT Mr 12.7 NAT B.CONNECTORT.� PACKAGE CRBTMPWRpptAOt IS FOR THRU-THDIRECTION OF AIR ETHOU-CURB GAS TYPE PACKAGE CRBTMPWR003601 IS FOR THRU- THE-ROTTOM TYPE GAS CONNECTIONS. 1.3/4' 144.5 5A2' 11.96- L 1.00• 113].7) po381 [25.4) i 13147196.5]WIDE �:-� ) NSILATED DECKPANELS, n A., 1 z1.7r ps2.21 ti 69/16721].51 WIDE /�,+ dQ -•� I INSULATED DECK PANEL A _s ,,_34• 1 114.41 I /I , �I `•f1 1,26.01 ]o.eT , SECTIGN E-E ,•aun6- �`E( Iy SCALE 0150 irE 14SDE SEENOTEy2 • 11600'21 RETURNAIR SSEM ED) /•� I FwT'I Hi F3M10451 . OPENMG (SEE NOTE p6) CA 5.19 (365.6, y d rape• z1.e4• , E E .// I R I f76.z1 Iss4.> - .. `. Fo ITI32.19J1 ].61 tl sUPPLY I5RiiL �y \ - RETURN AIR /�1-314' �c4y C u.4) h� 1.1a 1-3/1' iii 'A N4si �zo.4r 3.oa (9451 l J _ O 1518.31 17821 6 (SUPPLIED WITH CURB) GASKE NIT .A `` \ Q1 r^ 90.69' 0350.01 % //'''NAIL(FIELD SUPPLIED) ) F= 11033.51 DUCT-'" d./ TYPICAL I9)SIDES I� 1 5)-]lB' O (FIELD SUPPLIED) Ina lt)11.31 CA j 11,) 3'-1 3/16' OUNTER FLASXING FIELD SUPPLIED) f944.61 - C n `\; /--ROOFING FELT SEE VIEW'6• A (FIELD SUPPLIED) G PM• • / -GANT CERTIFIED DRAWING "r3' N7f.9�'1 '_` \`j/. i (FIELD SUPPLED) �. v `��, 'OOFINGMATERIAL mo` "G^ELE^sELEO PRODUCTION I `" j,:' \� (FIELD SUPPLIED) T---- - %L`�� PROJECTION pEm ,- ' r 1 \\\�,1 \l pE ENLESS MHCEOENEc E RETURN AN\ � MATERIAL- I}�° STEC 3±DEC 1: . "TMS` maEw_ u _ �� -ISIS INSULATION (FIELD SUPPLIED) _ 0'°4'736 NUMBER 4p CURB ASY,ROOF�� / vem \\, - OVERALL DIM.S'-]318'WAS 5' I E EMEurS A MAKUEACI LKS TITLE9 (004-007) A !MATERIAL 7)16:MGA I - - Uxcl 7.00 REQUIREMENTS ENGI 2109 �E-= EE DRAWING NUMBER R. AL WA tfi GA.;NAIL FIELD SUPPLIED WAS NET-005.Y-002 a1_ A 48TC400427 WITHRIAL 04/22/13 MAC 1062896 - D ON RECORD I A<E fINI91 PORCH MMC Ofilt7/11- SHEET SOF S B REVI RDASI F -ECMNO: EL 11NTERNAI USE°""' DATE B Avrp - PORCH NIA NEzlwAW s_ DISTRIBUTION - N/AE PIS!AMCCO p 0 n • 48KC • rt r • STRUCTURAL CALCULATI . { {j,_:.,,,,,i{„ . FOR ALL STRUCTURES ENGINEERING 16154 SW UPPER BOONES FERRY RD TIGARD, OR 97224 -- ROOF MECHANICAL UNIT -- ,,,,oD PRare z 12, 87 9 Qii ' I '4111 GREG+N ., G , e tiN • NOR�\\ I EXPIRES:12/31/16 I Contents Details DI -D4 Gravity Calculations G1 -G2 Contact Person: John E Nordling,PE Lateral Calculations LI -L2 Enclosures El -E3 I NORDLING Proj. No.: 16-319 STRUCTURAL ALL STRUCTURES ENGINEERING MECH UNITS 1 * ENGINEERS, LLC PAC G775 SW 111th,Suite 200 Beaverton OR,97008 TRUST Date: SEP 2016 By: JEN Sheet No,: COVER • • rS'57 TIMOMMINil . tr. :0.>,.. .. . 0 . . . • • • [ ..... e +r r,'i X14 d `" _ I I I I 9 E u „,..,--ii: •,e,H,,,..„ 1 0 _____L'L /./i =9 .:i e'.�• a:n. �c5 _ r•. • f � 'j. x q fi I O tr-ll- -t-> NIL ,1,: EI ,Iii!. 1,_ "0.' 4; IJt :t Oi ...” I • 6 ��yy . .. .. l f) 2OOF Fi?AMING 01.AN-P>IJ,LGIN/'3 • \ 5,�I�ED PROF�C�f/' v p1 12,187 S'• ''' wet, OREGON j ..74.71.. .` py��;_ { $ Asss.. .._ v0� 4'4 15, A9° \`` . NOR°- illEnZein • NORDLING Proj. No.: 1_____ " i STRUCTURAL ALL STRUCTURES ENGINEER I ENGI VEERS, LLC PAC TRUST 6775 SW 1111h,Suite 200•Beaverton OR,97008 Date: SEP 2016 By:JEN Sheet No,: nl _1,_____,'.____/.4-.._-1_,._'_. ___....._ ____ _S.,_41.•'-'•1 , --,f,.'' 'IA.-I . ''' I-4-'7 7 E •• I --a. o H . . . ,,, . I. 1 if 0,,2 .1;:-' • : I �r. "` I • • . . , ., .._ 7,..‘, , . . . . . ,_.....„.____,.., ./4____, , , 7--- .,:. - ____. A MI ' 1 .1'Isi J-"'" i 1 . 1 { ,r• 1 J "`a P +� y_ y Z7.6 h • t Pim ry' y-:: t r;„1, a'if."1 P:...-ii5.. (k-a,(1-43 i°'1 t M w h� critZ1 Cil i` 1 " ,`��EO PRO/4.88 N5 ,NG NFF R EaQQ . • • . . . / 2,187 t fj� /r •'EGON 99 l!! (NA y . NOR°, rozg i 1NORDLING Proj, No.: 16-319 STRUCTURAL ALL STRUCTURES ENGINEER -__r :r ENGINEERS LLC PAC TRUST 6775 SW 111th,Suite 200.Beaverton OR,97006 Date: SEP 2016 By: JEN Sheet No.: PZ (1 1 C.V.. f 7 I ri1t,, 4-rM. l Gay 4 'F;4-:. 2 'ic,,_.t.4„,. f�� 41is I t I 7 '' t r e4. I I l if \ ' ' -.-_______ -1__........\I iii \1 __. . II a L • si(— ,___,. . ,��ED PR0 G I NFF. //� 12,18 ( /, 77 l •REGON IF Cm- E. NORO\- EXPIRES:12/31/16 NORDLING Proj. No.: 16-319 STRUCTURAL ALL STRUCTURES ENGINEER ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200 Beaverton OR,97008 Date: SEP 2016 Ey:JEN Sheet No.: b 3 (4) STEEL BRACKETS W/ (4) "I0 x viz' TEK SCREWS TO CURB a (4) "10 x 1/2' TEK SCREWS TO UNIT BASE RAIL `�MECHANICAL UNIT UNIT BASE RAIL (4) a I0 SCREWS -� 1 STEEL BRACKET -L. "12 WOOD SCREWS WI2" o/c, L_.I -1 TYP U.N.O. LEVELING CURB (AS REQ'D) FLASHING 4 ROOFING BY OTHERS 71 Tr - ' 7 i 7 vi 1 , U U I. (E) 4x16 1� — — — (E) 4x16 — "--(E) GL 63i a GIRDER \�,�0.1) PRO,�F /. . / 12,187 IN 'RECON DETr41(1.—...1 <y 0. � oy 1 5 ‘4C14, G. NORO� EXPIRES: 12/31/16 I I NORDLING Proj. No.: 16-319 : 1 i4. .,,r STRUCTURAL ALL STRUCTURES ENGINEERING _ MECH UNITS ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2016 B JEN Y: Sheet No.:D4 C.=Fzp-, .)`k`-` k,lt, l ,)rt !s,,, er -. + { 67,„_,3,,,,, tLG$` t ,7,i, it . GSC:'I, � (, ? � eJ ... .. S j!it riCt2:. t f Y1 ,,,„../.---"\ 4-1. (, y r:. 1 l''° 1,I Lr I � " om �✓ - 1tT - f;,,,,, er v, / , --- E !• 'S;t• _,;.iia _ H. \\1.1.__-/ _'_ 71 I n 4. r::).-- •\ . Ii , ... \ i its; 41' t 4 .6 ( 13eD,-,4 1 P r J 0 s i, 9 1 NORDLING Proj. No.: 16-319 STRUCTURAL ALL STRUCTURES ENGINEER )frI ENGINEERS, LLC PAC TRUST 6775 SW 111th,S,i[e 200 Beaverton OR.97008 Date: SEP 2016 BY:JEN Sheet No.: Cli Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 Beaverton, OR 97008 • Date:09)08)16 Page: MULTI-SPAN TIMBER BEAM DESIGN ALL STRUCTURES ENGINEER A-(TL) B•(DL+LL) B-(UNIT) B•(COMB) GENERAL DATA - 1 - - 3 4 5 MI Spans Simple Support ?? : YES Spans Length ft : 7.25 23.33 23.33 23.33 End Fixity: : Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 3.500 3.500 3.500 3.500 Beam Depth in : 7.25 15.25 15.25 15.25 CALCULATED VALUES- -0K• -OK• -OK• -OK• F'b-Modified Allow. psi : 1311.0 1735.7 1735.7 1735.7 fb•Actual. psi : 514.3 1685.1 52.4 1716.2 E'u-Modified Allow, psi : 207.0 207.0 207.0 207.0 fv(actual)* 1.5 psi : 36.0 82.0 4.8 86.8 Moment @ Left k•in : 0.0 0.0 0.0 0.0 Moment @ Right k•in : 0.0 0.0 0.0 0.0 Max.Mom.@ Mid-Span k-in : 15.8 228.6 7.1 232.8 X•Dist ft : 3.62 11.66 3.58 11.51 Shears: Left k : 0.72 3.27 0.17 3.44 Right k : -0.72 -3.27 -0.03 -3.30 Reaction @ Left DL k : 0.18 0.93 0.00 0.93 LL k : 0.54 2.33 0.17 2.50 Total k : 0.72 3.27 0.17 3.44 Reaction @ Right DL k : 0.18 0.93 0.00 0.93 LL k : 0.54 2.33 0.03 2.36 Total k : 0.72 3.27 0.03 3.30 Max.Dell.@ Mid Span in : -0.070 •1.002 -0.022 •1.024 X-Dist ft : 3.62 11.66 9.95 11.66 --DESIGN DATA Le:Unsupported Length ft : 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 1140.0 1550.0 1550.0 1550.0 Fv:Basic Allowable psi : 180.0 180.0 180.0 180.0 Elastic Modulus ksi : 1600 1800 1800 1800 Load Duration Factor 1.15 1.15 1.15 1.15 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Uniform,..., DL plf : 50.0 80.0 0.0 80.0 LL plf : 150.0 200.0 0.0 200.0 Point DL if : LL if : 200.00 200.00 X-Dist. ft : 3.50 3.50 QUERY VALUES Location..... ft : 0.00 0.00 0.00 0.00 Shear N : 0.72 3.27 0.17 3.44 Moment k-in : 0.00 '0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 6 2- V4.4B2(c) 1983.95 ENERCALC Bruce W.Kenny,KW060914SL-A • RoofTopMechUnitL::T::;T:1:2s:(s;4::?:4;5dN2; SI6sJa:n0:S:W:;MndapAp:TSTpi::1t.draO1ARc9c:e2.:2e::.onva:TToPMechthit, Ssand S1=MappedSpectralAccelerationValues16150 SW72ndAve,TigardOR97224 0.964 SI 0.4].9 Occupancy Category II Site Coefficients Fa Site Class D 1.1 l Importance Factor F° 1.58 1.00 Height ofSiruetuie 20.0 it SMS Fa* Ss 1.1/74 SMI Fv* Si 0.662 Design Category(SDC) D SDS (2/3)SMS 0.716 SDI (2/3)SMI 0.442 Air Side HVAC FP MIN= 0.3 SOS IP WP ap 2.50 RP 6.00 = 0.215 WP->*0. 0.I50 0.4•a •S I i 'Fp= P DS 1+2, Z ,W FP MAX= 1.6SDS IP WP R1, \ h n = 1.15 WP->*0. 0.802 z= 20.0 ft ASD FP= 0.36 WP->*0.7 0.251 Eq= 0.284W+0.2 SDS W W:Weight of Unit z= 24.0 ft Fp= 0.41 WP->*0.7 0.284 ASCE 7.10 Wind Force Standard RoorTopNTech Unit Wind Speed : 120 mph Exposure: B Height of Structure 20'-0" assume Af<0.1 Bf::Force increase factorx=1.9 nz: 23.24 psf lcz: 0.70 Unit Weight 700 lbs Gust: 0.85 Kd. 0.90 Unit Height 6-8" Cf: 1.31 Ka: 1.00 Unit Length 3'-8" x: 1.9 Unit Width 3'-8" Curb Height 14" WP: 49.3 psf P: 723 lbs -ASD T= 723 lbs *(14"+80"/2)/44" - 0.6* 700 lbs/2 = 678 lbs Net Uplift 1 NORDLING Proj. No.: 16-319 1 w' STRUCTURAL ALL STRUCTURES ENGINEERING MECH UNITS - _ ENGINEERS, LLC 6775 SW 111th,Suite 200 Beaverton 06PAC TRUST ,97008 Date: SEP 2016 By:SEN Sheet No.: LI • t'''7‘ VEQ r,O lbs sae W: ,O(D lbs a /- Height 6'-8" Weight 700 lbs Length 3'-8" Width 3'-8" Curb 14" VEo= 0.284* 700 lbs+0.2* 0.716* 700 lbs `/E0 = 1991bs +70 lbs 199 lbs T= 1991bs * (14"+80"/2)/44" ® + 70 lbs/2 - 0.6* 700lbs/2 T: 69 lbs = 69 lbs Net Uplift V= 1991bs (4) STEEL BRACKETS W/ (4) "IO x 1,2" TEK SCREWS TO ROOF CURB 4 (4) 10 x 11/7" TEK SCREWS TO UNIT BASE RAIL -ok- "12 612" o/c SCREWS FROM CURB TO FRAMING BELOW. -ok- { 1 i NORDLING Proj. No.: 16-319 1 =� I STRUCTURAL ALL STRUCTURES ENGINEERING MECH UNITS ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200 Beaverton OR,97008 Date: SEP 2016 By:JEN Sheet No.:L2 48KC IS NOTES' I 1 DIMENSION$APE Nx INCHES. OINENSIONS _UNITES r o 6 1 tell RR[Fx[xl is In MAIM TT OF carom COINTON IN L I ARF IN 1LLICUTEPS. own J K I PHASE N:3 PXASEI TECHNOLOGIES R+xI[a Y,Ir+ ir[Ais won LM[APAEF caro 111 Ur YWl ix[ 33 310- 14 118-.-�- NV'CARRIER r/tl� i7riax�ilaxLEs ri[61 0[x[oi[o e[Vil°vltxoui[rrxi[n t iswt Insiirvi[:nvixi[[o[rinl(toas Z.O CENTER OF GRAVITY 488C DdII 1/8 Ir?[x CMSExf [v11x[k o<caoRl[t (8471 13711 13171 48SC 051 [8111 13117 33 3/8 11 7/8 18 5/8 CONNECTION SIZES 3..1110.DIRECTION OF AIR FLOW 14721 IBNC 06 111 /B 14 7/B 18 5/tl A 1 3/e'1351 DIA FIELD POWER SUPPLY ROLE 1011 1!7)1 14121 B 2.ISA]DIA POWER SUPPLY 00000001 C 1 314.1511 DIA GAUGE ACCESS PLUG 33-3/8 I D 718.1221 DIA FEELS CONTROL WIRING HOLE (8181 E 3/1•-11 APT CONDENSATE DRAIN E 1/2'-I4 NPT GAS CONNECTION F------Si I/ ----."'-_-_ ) ECONONI ZEN ROOD I-1) 6 2 1/2•1641 DIA POWER SUPPLY HMO["-DUL (8(81° (OPTIONAL) 16 FILTER OOL EACSS CESS PANEL 1 11061 LTSl ACCESS CONDENSER MP 11 TNRU-THE-BASE CHART ^ PANE[ I COIL THESE HOLES REQUIRED FOR USE ` f CRBTNPNROOtA01. O03p01 lam) INDOOR COLI 1 - -_ - litr*-,-- --,____,,,T— 1 • ACCESS PANEL ��1 0� I � CONDUIT DSUE OSE SIZES DINAf�1 yyy 1 - I ����V __ 25-5/8 10-7/8 ' _ U2' ACC- LB'122.21 - W L--- /I•Y"1 16521 12771 NY 171' 24V 7/8'122.27 olH�.�1���. ia]El dd 1 / I RETURN AIR - AIR Y 3/1'I00I,0031 POWER 1 1/8' 128.47 ,41 COD (611 11 : '\��®��� 2'a 100111/Z'FPI' GAS 13116'1]0.07 aNDlf 1-118--I J1I O. 1 N BACK � ! 1 FOR'TNRU-THE-BASEPAN'FACTORY OPTION, 111171 TTP / ! i FITTINGS FOR ONLY X.Y.8 2 ARE PROVIDED �y WIDTH cURB -0 CONDENSATE 11_1]/1 _ SELECT EITHER 3/1'oR 1/Z' A`�AEE y ' - •y DRAIN OPENING 11511 y FOR POWER,DEPENDING ON WIRE SITE 1 j 18-1/8 Z IN BASEPAN SUPPLY 26-1/2 29-318 .. 10011 PROVIDES 3/1'FPI TNRU CURB 41.. 77 11591 I AIR [6131 11111 SUPPIY FLANGE d FITII NG. N�1 AlR T. x - 6-1/8 Id-1/1 12-1/1 _ I vim^ COO (7 fdttl 11631 (3121 SEF TNRU THE __ - i'] I I ti BASE CHAAi 6 r/1 • '-7 .A O r 7151 A } I r 1 + —3-318 M 12-t/B (851 F[" 25 1—\--FLUE I3011 0LA 16361.— 11001 THOOD OP �_18-1/2 ti — 4-5/8 A"y 01 (1181 Cb co 10-1/1 IECTR IC AL (26'1 -1/d —17 — OfSCONNFCT 1• •- 1321 __ LOCATION v CONDENSER r��� T^ M —— Vl COIL p II CONTROL BOX - INDOOR BLOWER 1.,,____=_._,. ACCESS PANEL ACCESS F SID ICIER �, G N CONOFNSAIESANER O I DRAIN OPTIONAL =.-=-_ 15-[/8 '-'-..---.-..-"-i-'--- ` FACTORY -- 1��1I• 16381 Fy INSTALLED —= LJ I. 19-1/2 OPTIONAL • 163/1 T RETURN OUTSIDE �i CONVENIE NCF =_D 11911 FACTOR! �. ApOIE 11-3I8 11171 I -I Alk AIR 1.11 OUTLET =_--)1,— II J INSTALLED 11891 SUPPIY AIR 1 I .. I== DISCONNECT-11)1y L i ----- ------- ----- •• �=— :. 11---- n-w •„ 6-5/8 I 1./15391 10--® ® ® 11681 --_. �00 1 •I. 00 • `1331 �� I 19111 IIANOLE d6-3/d 30-I/812131 6-S/1 1 (11871 1764) 12131 11697 11711 6 11521 11-3/8 26-1/8 118881 16821 RELIEF 11.1/4 RELIEF LEFT 11931 Flow FRONT SUPPLY�, I RETURN RiGHT "T" SNSFI RICE MIMES 1 48KC 04-06 SINGLE ZONE ELECTRICAL OO 209-16-1 4 —LCOOLING WITH GAS HEAT 4800000281 R[r 0 — [:1 m II STD.UNTT CORNER CORNER CORNER CORNER UXITFO UNIT WEIGHT WEIGHT IAT WEIGHT IBI WEIGHT ICI WEIGHT 101 C.4. HEIGHT ifCXNOIOGl E51.4!'usgs_sxrY sxls 4ocq[n Is Ax[pxq[4[s r 4xxlE'ooevw.lipy LBS. KG. LBS. KG. LBS. 66. IBS. KG. LBS. K6- �ICARRIER CROPO SSNN-NOR RIANR00050,OR U3Po+�n4Y1 unp a soo6isioi�oqs 4OKC 04 490 222 120 54 111 SO 125 56 135 Ni 35 3/4 19081 24 3/4(6281 18 1/8 14191 cawar'114w s ninFx c44s[x1. c[riixlcY(spistoniiitt.xsss A88C 05 544 246 130 58 126 31 142 64 146 66 36 3/4(9331 24 3/4 16281 18 1/B I4191 488C 06 S91 270 141 64 156 70 150 Si 142 64 39 1/8 19931 23 1/2 15971 20 1/8 15111 c a 104 05454 OPTIONS AND ACCESSORIESLO 001ERNIOA SI/I PRODUCOTD DATA CATALOG. CORNER A CORNER 8 0 11IIIIIIII�i ��, \! a. on -4IIIII�� I to ii 1,61 _d �� y m til d 4�y1 4. a hil °° y (j CORNER D - __ 00 N A I x ---- -- - - -- 1 CORNER C h. 1 fG" CI o TOP 1`yy 11 CD ^ N --. ....i....., � Z O • N CA � z 1 5 O �. LI00 1. I. _ 1 ).. : 00 1 i COO N FRONT I fixEF1 UN 9gGCFOEs 0E2 09 �G 14 48NC 04-06 SINGLE ZONE ELECTRICAL COOLING WITH GAS HEAT 48NC000281 UN N g ('1 N 48KC ROOF CURB v ACCESSORY* NOTES: -----�_ ® 2.ROULAT D ACCPANELS: ISSHIPPPO Y RETHANLED. �— 14.1 3.INSLBATED PAN[)ARE 25. I15THK.ERS. ETHANE FOAM,44.5(1-3/4)*DENSffY. ' CONNECTOR PRO ACO. GAS CONNECTION TYPE® COWER WIRING 3.pIMENSIONS I6IJARK IN MILOMETERS. CONTROL WIRING ACCESSORY CONVENIENCE ® 4.ROOFCURB:16 GAGE STEEL- 11:=1111E111 TEEL OMNI FITTING FITTING OUTLET WIRING CONNECTOR ® S.ATTACH DUCTWORK OFO AIR FLOW. L OFLACH SI OF DUCT RESTON CURE). THRUTHE CURB NIM G.SERVICE CLEARANCE 4 FEET ON EACH SIDE. 8.COONNNNEECTOR PACKAGE CRBTMPWRo01A01 IS FOR THRLLTHE-CURB GAS TYPE ® 3M'1191 NPT 12'ItZ]J NPT CRBTMPWg003A01 THRU THE BOTTOM t/2•(127J NPT PACKAGE CRBTMPWR003A01 IS FOR THRU-THEAOTTOM TYPE GAS CONNECTIONS. 13/d �� � 144.5) 11.96• WIDE (135.7) 1115E 11 3/45198 (25.4) S41 A� I■—• INSULATED ECN PANELS, ` 1 11.74• j ..A" (5522] Cr .11 F _,•� 99/165217.51 WIDE INSULATED DECK PANEL I (d4.41 I /I MI 1 1116.0) • Z To.9r SECTION E-E suns• O 11800,21 LL SCALE 0250 GAS SERVICE PLATE SEE NOTE*2 Y I Id2]I INSIDE 1 INK/THE CURB I �-}-1-3/B- DRILLHOLE0 1 1fi1- I I RETURN qIR ASSEMBLY(IF +� I 4 1 "5 5.19' OPENING ) /�-� REQUIRE* CII 9j {]i 1/3/4 544.5) , \ (SEE NOTE NB) / 1�1 CI 1-3.DP 2L90'r. E G �•• `. , 32.19• ` lV ( 61 VIEW"B" ti 14.00' SUPPLY AIR 16.03' CORNER DETAIL r......--,.. .,..„.„.. ._._ �RGO )365.6- OPENING [40].2] 0 ETl1RN Alq ~{17S41445- 1--2D41' 3.00' t-]/4. Ld4AJ I^l 1518.31 )]621 GPS `` [Ad.S- L+J NIT Q1 13.)8' (SUPPLIED WITH CURB- •A \ 110]3.5( /'-NAIL[FIELD SUPPLIED) OCA m* (FIELD SUPPLIED) I-4/ TVPICAL(4)SIDESI57 83*li O/// �11� /11)11.31 ��COUNTER FLgSHING 3'-1 3/16' (FIELD SUPPLIED) [944.6- = /—fi00FING FELT SEE VIEW"8" A Vol. ��a8 // (FIELD SUPPLIED) 0 1"�R --c1NT s*Rh CERTIFIED DRAWING Imo,f 4 110E, j (FIELD SUPPLIED) - 1 � 'OOFINUPPUG MAED) PRODUCTION _- 1.4 `� -I— 11' \_ _- — \I /� (FIEL➢SUPPLIEO) TNlno nxc M+L orxEAwrscv a9944 ' j \\\\O�\ "'E`^�l,�L ° :oR;N^CE axw�., YlXE,S*F5 3I�Z SUM,. REIURx aR\ Q / loec )oec 10Fc FEWG ai f t f- 1- \� q>-: -IGID INSULATION m+NUMBER \\ (FIELD SUPPLIED) s'aT— Hurn°104938 nr.E CURB ASY,ROOF A OVERALL DIM.5'-7 3/e•WAS 5'-7 7/5 18GAENGINEERING ExcwF[xmc run ®®0� MA xE., _ voaoo7 MATERIAL WA 16 GA.;NAIL FIELDSWPLIED WAS T005,Y-002 NEx Fs® WITH CURB Od/2P/13 1067898 SKF' D °RA 48TC400427 _ ®MMC DRAFTER - OIF _ xOCEt 9NIFANAl u6F Oxty, ®50 o (0' ® PURCHx rRlevr O Ols MMC Lav 6) tAJ 48KC