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Plans (30) RECEIVED • � MAY lb 2017 (ITV OF TIGARD P.E.J `" g ? • �UILDING DIVISION - = y --• "ALL NEW !� OCC$lil1�.•J .... -. [ J, anal ir Z Telu R RT. • _.<1 ,yam, I Li • 12 x A • OCL SiJTCFES • jRI • • • -1111111111111111111111111111111r ' 41 I ! i H 1U NES- CITY OF TIGARD a CO2 ,t1Ew GARP) ..�D FOR CO COMPLIANCE Foe T /,u1AI PP 1 1 t /S oSSSw si QOo% i�7CW'�' OU Permit#: 6O Ic,Ae.D .01z 97Lt,a q Address: Ali- SuitePOt- #: " ' Bylg►y%. Date: jamb rj, OFFICE COPY STRUCTURAL CALCULATIONS FOR SMC CORPORATION 15055 SW SEQUOIA PKWY #180 TIGARD, OR 97224 -- ROOF MECHANICAL UNIT -- fo PROfs�/o *4 12,187 I 0- SON 44 v ✓�<r i5. egg Ca yN . NORM`- I EXPIRES:12/31/18 Contents Summary S1 Details A-B Dl -D2 Gravity Calculations GI -G2 Lateral Calculations Ll -L2 Contact Person: John E Nordling,PE Enclosures El -E3 NORDLING Proj. No.: 17-115 STRUCTURAL SMC CORP i MECH UNIT ,. i ENGINEERS, LLC PAC TRUST 8775 SW 111th.Suite 200•Beaverton OR.97008 Date:APR 2017 By:JEN Sheet No.:COVER SUMMARY 2014 Oregon Structural Specialty Code Wind 120 MPH (3 sec gust, Vut_T) Exp B Seismic Occupancy Catagory II Site Class - D Seisimic Design Catagory - D Ss = 0.969 Si = 0.420 Sos = 0.119 5Ii = 0.442 There is one new roof mounted '2-Ton' mechanical units. Carrier 48Lv-C24 •• Curb weight 304 lbs weight 10 lbs length 48' length 14' width 32' height 44' 4x8 DIRECTLY UNDER CURB, WITH SIMPSON 1U46' EACH END. n 4x6 DIRECTLY UNDER CURB, WITH SIMPSON 'U46' EACH END. [3 RE-SUPPORT (E) 2x PURLINS WI SIMPSON 'LU524' WHERE REQUIRED. - - NORDLING Proj. No.: 17-115 STRUCTURAL SMC CORP MECH UNIT ENGINEERS, LLC PAC TRUST 6775 SW 111th.Suite 200 Beaverton 0R.97008 Date:APR 2017 By:JEN Sheet No.:S1 • L0e . 0 ®s a .0 G O O t__. Z � O � � p ,_„_._±,....T.4-,..,4--,:_., �..� � -Sc ?em . Z/�6' JY-o' i � i �O ' JYG` 9Y+0 • »�. sTYG�Y6' e` =S:' i _ l .—. — ..s uts :�.—� _ l -- a. _ r I 4 L `4 a. ? iv-.I � •:-;1-4-. ��r�` w� ;,-1 �� .._�z, .v n fey. 1 .:=..._.�..,_.-� _P-- ^: _Ir £�.. �_� — - '' -4,— a A ... . , 344 1.1 ,; il„ 1 :„..., _ _ ...,,,,,, .. ..„,, , iiws,Thi 7 neer i a a.L t i-" ' 'J• 1 d t E • ^ 3 dill < ' 3.1 : } r :z is ... _....__„LO 4, 1 SHADED AREAS INDICATES' MECHANICAL ZONES .7 I es.._ii - --- 1! —17 L I� , I I F- (E) GL 31'axI8 PURLINS 6)13'-0' o/c AT MECI-I ZONE II H II I l I I i i.�(E) GL 83/4 GIRDER it 11111 I� II I' (E) 2x4 6)24' o/c---_. j „ 111 SUB PURL INS , !I 1 I II �' © 48Lv- C24 .. II � li Ii Fr I �!— — i i 0 feED PROint_,�Fss -11 �-- V 1 , GREG• A ROOF FR4MING PLAN 411 / '.b G�t ,5. . `�� N .. NORO� I EXPIRES:12/31/18 I NORDLING Proj. No.: 17-115 n.,. I STRUCTURALSMC CORP `m���j� MECH UNIT :- 4 ENGI EERS, LLC PAC TRUST 6775 SW 111th.Suite 200-Beaverton OR.97008 Date:APR 2017 By:JEN Sheet No.:D1 '--7 (4) STEEL BRACKETS W/ (4) *10 x 1l'2' tido TEKSCREWSTEKSCRETO CURBTOUNIT4 (4)BASE•10RxAIiz' MECHANICAL UNIT UNIT BASE RAIL ` (4) •10 SCREWS STEEL BRACKET • / L_ L1 "12 WOOD SCREWS 1912' o/c, TYP UN.O. LEVELING CURB CAS REQ`D) f—FLASHING I ROOFING BY OTHERS pi-- i 17r LI i -111 1J- . I a I i — — — — — — — — — — — — — — (E) GL 3'Vexl8 PURL IN j I ' _ tt ''''--(E)GL 8344 GIRDER 1 . . . DETAJL NOTE S't` 1) PROP 12, R Ali I l illr IREGON .-� DETAIL ✓O 15, 'g G yN E NORM- EXPIRES:12/31/18 - NORDLING Proj. No.: 17-115 Ilii STRUCTURAL SMcCH CORP - I ME UNTT V . I ENGINEERS, LLC PAC TRUST 6775 SW I11th,Suite 200-Beaverton OR.97008 Date:APR 2017 By:JEN Sheet No.:D2 yi I • I I I I I I I !I j ; I I I I I I I I I I 1 I I I 4. 2'-5 5.s" ( I I -r - -(F- L J j. r-0 I 2'-r 1 - NORDLING Proj. No.: 17-115 STRUCTURAL lv�cclrcui lRrr - ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200-Beaver-ton 0R,97008 Date:APR 2017 By:JEN Sheet No.:G1 • ,4 CURB SUPPORT B (E) 3'Vsx18 PURL IN P5F P5F P5F P5F DL LL TW DL LL TW 10 25 3'-0' 10 25 S'-0' ROOFING 2.0 psr SHEATHING IB psi INSUL 1.5 psf PDL 144 lbs BEAM .4 CEILING 2.2 psr MISC 25 psi LL 441 lbs 10 psi PM 315 lbs MECH UNIT W M 41 p11 315 lbs/(4'-0' • 2) P til W W 111111 11111J 11111111111 A A A A I :11 I 8'-0• 243' k 25' - Ski' = 243' 4x8 DFLNo.2 GL31/8x18 DF24F R1 R2 R1 R2 RDL 144 144 RDL 1,101 987 I LL 441 347 LL 2,826 2,475 TL 585 491 TL 3,927 3,462 brg L 0.27" 0.22" brgL 1.93" 1.70" V MAX 585 lbs Self Wt V MAX 3,927 lbs M MAX 1,083 ft-lbs 6.03 plf M MAX 21,398 ft-lbs V (d) 490 lbs V (d) 3,507 lbs fv 29 < 207 psi fv 94 < 276 psi fb 424 < 1,346 psi lb 1,522 < 2,595 psi S1 S1 A DL -0.02 A DL -024 A LL -0.05 ALL -0.60 L/+999 L/487 ok ok ATL 0.07 A TL -0.84 L/+999 L/348 CR 1.00 CL 1.001 CR 1.00F I CL 1.00 CD 1.15 Cf 1.301 CD 1.151 I Cv 0.94 NORDLING Proj. No.: 17-115 I 1 I 4 STRUCTURAL SMC CORP 3 MECH UNIT -- ( ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2017 By:JEN Sheet No.: G2 { .,��`=n� ..-�=� .��z-��z � 2-:.fes -.� ,_-= i�-: -x: Location 45°24'40.36"N Ss and S1=Mapped Spectral Acceleration Values 122°44'52.75" W 15055 SW Sequoia Pkwy,Tigard,OR97224 Ground Motion Ss 0.969 Si 0.420 Occupancy Category II Site Coefficients Fa 1.11 Site Class D Fv 1.58 Importance Factor 1.00 Height of Structure 20.0 ft SMs Fa* Ss 1.078 SMI F..* Si 0.664 Design Category(SDC) D Sos (2/3)SMs 0.719 SDI (2/3)SMI 0.442 Air Side HVAC FP MIN= 0.3 SDS IP WP aP 2.50 RP 6.00 = 0.216 WP->*0. 0.151 Fp_ 0.4•ap •S •IP (1-1-2•L W� FP MAX= 1.6 SDS IP WP R� h) = 1.15 WP->*0_ 0.805 z= 20.0ft ASD FP= 0.36 WP->*0.7 0.252 Eq= 0.285W+0.2 SDS W W :Weight of Unit z= 24.0 ft FP= 0.41 WP->*0.7 0.285 Wind Speed: 120 mph Exposure: B Height of Structure 20'-0" assume Af<0.1 Bf::Force increase factor x=1.9 qZ: 23.24 PsI kz: 0.70 Unit Weight 375 lbs Gust: 0.85 Kd: 0.90 Unit Height 44" Cf: 1.31 Kn: 1.00 Unit Length 48" x: 1.9 Unit Width 32" Curb Height 14" WP: 49.0 psf P: 432 lbs-ASD T=432 lbs *(14"+44"/2)/32" - 0.6*375 lbs/2 =37311.18 Net Uplift NORDLING Proj. No.: 17-115 STRUCTURAL SMC CORP CH� IT ENGINEERS, LLC PAC TRUST 6775 SW 111th.Suite 200•Beaverton OR.97008 Date:APR 2017 By:JEN Sheet No.: L1 V i EQ 54 lbs -:<.-;) :4441 315 lbs Nt- Nt Height 44" Weight 379 lbs Leth 14" ) Widthng32" Curb 14" 4- VEQ= 0.285*379 lbs+0.2*0.719*379 lbs = 108 lbs+54 lbs vEQ 108 lbs 4111111pA 4%". T= 108 lbs*(14"+44"/2)/32" + 541bs/2 - 0.6*379 lbs/2 T: 35 lbs = 351bs Net Uplift V= 108 lbs (4) STEEL BRACKETS W/ (43 °10 x I/2° TEK SCREWS TO ROOF CURB 4 (4) *10 x 112' TEK SCREWS TO UNIT BASE RAIL -ok- *12 ')2' o/c SCREWS FROM CURB TO FRAMING BELOW_ _ok_ NORDLING Proj. No.: 17-115 1 STRUCTURAL EC co T I MH UNIT I ENGINEERS, LLC PAC TRUST 6775 SW 111th.Suite 200•Beaverton OR,97008 Date:APR 2017 By:JEN Sheet No.:L2 Unit Report For rtu-1 Project: -Untitled1 04/26/2017 Prepared By: 10:19AM Unit Parameters Dimensions(ft.in.)&Weight(1b.)*** Unit Model: 48VL-C240403 Unit Length. 4'0.1875" Unit Size: 24(2.0 Tons) Unit Width- 2'8.625" Volts-Phase-Hertz:... 230-1-60 Unit Height 3'7.75" Heating Type- Gas *"' Weights and Dimensions are approximate.Weight does not include roof Duct Cfg:._ _ Vertical Supply/Vertical Return curbs,unit packaging,field installed accessories or factory installed options. Approximate dimensions are provided primarily for 40,000 Btuh shipping purposes.For exact dimensions and weights,refer to appropriate Standard Unit product data catalog. Total Operating Weight 304 lb Warranty Information 1 year warranty on parts 5 year warranty on compressor 5 year warranty on heat exchanger No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48VL-C240403 Rooftop Unit 1 Base Unit Packaged Rooftop Builder 1.46 Page 4 of 10 E I • Certified Drawing for rtu-1 Project: -Untitledi 04/26/2017 Prepared By: 10:19AM LI[T ELF:TRICIL 2001 31, Or 511041 INf9N (EVEN OF 3/43110 TIM CNIRIlTE8I$T[CS Ifl 10 "I" Y Y 7 - 401L1-144.[241040/050350 7067030-1.90 004 038,0 13-3/4 1111 72-13116 511.4 91.3390 366.1 15.11,10 310.3 40911.144 33040104060330 2004030-1.10 336 122.1 13.314 1162 22-13!16 331,1 90.5416 300.1-15-15,15 403.0 9-10'+9 3i-94+9 9-11,14 1253 43 1141.11 US?,11 /61'L1./44'[36101010109+11 1/6 0:06):!0-+10, 103/170-3-00._160•3•60 SR} 1)0.0 51.3$4 1313 tt-I 3J16 311.1 17.5114 )16.9 10•!14 122.3 5.7,15 COINE3 NEW tarn [6L 31ill * 24T 0354011 ip T '3' '1' g,31f tl MON 13,0-70.1 00.6 27.6 11,,3 11.1,116.1 16.3 169.91 0 011310 i A3Y7.i 10 7030411 50 77 1 1(7 50.5 100.1 4.T 111,1 19.1 P'11 S6 '251/030/40'37.1 73.I 19.6 61.2 101,1 44.5 177.7 51.1 W. _ 1 sys. 0TOR54L+ -I 031224* I 1 95.1511 AIR _ 1 3330L1 G04,6IIII Cf"",' 1OPESIN6 I I a Il 41 A 1 -- ` ,<4 :1,,:,,',11' '1 EOM CLOG Ef TO CtOITS RE WAIL 0131005 r,OTI-� 5- � .a a.1 i6i 01 �N 0 p 1T0 1A1�CpH5�s 144441 ,f F'I� E�IOE�I/Oi[TE DiCTS " ' " II(333.11 't 311 007TOn Of UNIT... ... } + 6 ... .... ..... .....Iii Ilii.it ___� 14322.<1 NECRROMCI 11 KT030. I t BETIEE6 38FOND 51115 510E .43[I It1 {616144441 WV All MVO Coe. Ovt0001 0011 01411 930 SLOCI CO 3308004110 3 [ 0E 144%LLL 043 ME1POOR EMI 3I0E.. 56 [911.11 .. TOP VIEW 010160[0 13974033,70440 144113 0I0E...... .... 44[+960.01 ROH®wawa ICH ovum An,61n= GHEE'vnt EV*,Ma WEIS SIO[. ..., ....., ..,54 u.sl 00916 04160 110{ ..... ....... .... It[1061.11 5E0:EPT 006 NEC REOUIRENENT51 U'Sli TTdOT.............. .... .. ... 46 33203,21 it SIDE OPPOSITE 01315S6 1011.01 5331 14331 .,12 1304.114 9415144044 115T3nLEi:11 UNIT II 7413313 LEES THIN 3?1301.61 130040141. 31-416 3-510 ---g 3151Ev,1410 102105 31010119330 441161 0040fl 140300. (761 51 I16yi1 [11 .01 (Ii 6.172 1.l) IINONSLOnS I6 11 146[IN M9 �CCESS PAHL 111101001 I IIIIIIIIIIIlIIIIIIIT- lIIIIIIIII IIIIIIIIIIIIIIiII� LLCTNICAI i, ---------_�____ __jl rte"116.6 I [ P T IHIHOII I .III IIIIIfIIIIllll Uk e53 127.can���5O5 30�TLR IHIIIIIHUI I� 1i - I 5711UOl21[250.67 II• ., �ai�611 I' •�� 11�'X�� i-�a I116�11 S116L.�=�Yli 12.13!'0 CONYTLE1 6{00416 4.53116 +`\ 3!19 1725.11 764411. '1• P0NEL 1172.01 LIl2� [f2 f1 n,0,1 18.11 441110 52.6,0 7-a l' 61$EKT6' 141!7 613,7 41.3110 - 157 II 9•'16 71.548 8-1,3 54318 0411E1 11321,01 ,11 i r/SPI2P. oltbi LEFT ME ViEW FRONT VIEW 1115.03 RIGHT SIDE VIEW I753.81 189.31 Irs7,dt REAR VIEW 383(500404 _ Packaged Rooftop Builder 1.46 Page 5 of 10 .a SUBMITTAL .' -. MICI OMei i Part Number: CRB-SDSML-14 FORM NO. 7843-1D I 12/9/2013 Submitted To: Company: 10" Job Name: Notes �,, 21 f `4. s�'�A�Y Knockdown Curbs '�� Full Perimeter 2 �16" isr, 10" 4 Iy :!► NOTES: :-"'",_ 'O • *Custom Heights Are Available. 'ice. • *Fully Insulated Perimeter Curbs Are Available AndIll Designated With A"CI"Suffix. A ', ,,r''-- • *Hold.Down Brackets Are Available For Most Curbs. ,f • Attach Ductwork Directly To Roof Ctrrb.Flanges Of Duct Rest On Top Of Curb. • Any Posted Weight Is Actual Weight,Not Shipping Weight ,,\O • All Dividers&Supports If Present,Are Flush With Top Of 28 0\1\ \_ ' Curb Unless Noted. 34,/o I - Ct *Please Contact Factory For Pricing and Availability FEATURES: 1 1 • Ships Knockdown,Assembly Hardware Provided When -F Ia 2.75 <6 b ,l`? -� Needed. It, • Deck Pans When Factory Provided,Are Factory Insulated. A / -7 - 106)-7Q • Constructed Of Galvanized Steel. -la—.875" • Gasketing Package Provided. MicroMetl Curb No. Carrier Curb Nb. A Weight • Full Perimeter Wood Nailer Provided. CRB-SDSML-08 8" 56 lbs ►i 2" .NI- CRB-SDSML-11 CPRCURB010A00 11" 63 lbs CRB-SDSML-14 CPRCURB011 A00 14" 70 lbs CRB-SDSML-18 18" 91 lbs CRB-SDSML-24 24" 108 lbs ru•Pn THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MIROMETL'S WRITTEN CONSENT m MicroMetl Corporation... Indianapolis Indiana— 1-800-662-4822, Sparks Nevada — 1-800-884-4662, Longview Texas— 1-903-248-4800