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Specifications 1 i STRUCTURAL CALCULATIONS FOR OREGON BUSINESS PARK III 15889 SSV 72nd AVE TIGARD, OR 97224 -- ROOF MECHANICAL UNIT -- PRacit REVISION 1. 12,187 � i r lei OR G•N ar 5U✓ 5�W u tt[�y C ,\\\ 7) .i T, L(Y 190 CJ ' O 15. tiN \. NOM`' ,it f Tigard EXPIRES:12/31/16 Approved Plans BYAAAL__ __ Date . 21221 Contents Summary SI Details A-D D1 -D2 Gravity Calculations G1 -G2 Lateral Calculations L1 -L2 Contact Person: John E Nordling,PE Enclosures El -E3 NORDLING Proj. No.: 16-387 STRUCTURAL OFFICE COPY OREGON BUSINESS PARK 15889SPEC III EC ENGINEERS, LLC DURUS CONSTRUCTION LLC 6775 SW 111th,Suite 200 Beaverton OR,97008 Date: DEC 2016 By: JEN Sheet No.: COVER SUMMARY 2014 Oregon Structural Specialty Code Wind 120 MPI-1 (3 sec gust, VOLT) Exp 5 Seismic Occupancy Catagory II Site Glass - D Seisimic Design Catagory - D Ss = 0.96,6 Si = 0.419 SDS = 0.111 SDI = 0.442 There is one new roof' mounted "2.5-Ton" mechanical unit. CARRIER 48vL-C30 25-Ton unit: weight 3316 lbs length 48" width 32' height Oro' NORDLING Proj. No.: 16-387 OREGON BUSINESS PARK III STRUCTURAL 15889 SPEC ENGINEERS, LLC DURUS CONSTRUCTION LLC 6775 SW 111th.Suite 200 Beaverton OR,97008 Date:DEC 2016 By: JEN Sheet No.: Si 0 0 0 0 0 0 0 0 0 o _, T-T _{_ ii=ii ._.iii—i =Ii-iii-i Tfl !! —__ - =__lliiiijjijiiiiiiiiu O LI _ _-- _ __ __ ; ip O _— — _ __�� 1__I I _I_ Iii _I 11_ _I I_ ILII llllllllllllllllll1 O - -- _ iO I j I I I Iii I I I I I I 1 ® — _ —_ '� I I I I I I_I Iii I I I _III_ I I� 0 $� - I._I- III 1 I I 1 1 I I j IIII11111111111 ° o _ �- - ��_-= him i =l i =i i=i�i i l_zj i 1/' 1 _ XI (E) 4x16 DF-L *1 ' 1 di 1 ' w I 0 © / "a24o/c(E) 2x4 I , MIIIIIMI I 0 1 I 48VL-C30 j - (E) 4x16 DF-L *1 1 --------------- --- -- --- I 1 n 4x6 W/ SIMPSON "U46" / "U410' - SEE 03). fr'c PROIL'e n 4x5 W/ SIMPSON "U46' EACH END. \S A,GINE,.. ,O I 12,187 '�� _ail Art . 1111, OREGON 0 41-D ROOF FRAMING PLAN -06,4, I5NORO- ‘ \Cs\ EXPIRES: 12/31/16 NORDLING Proj. No.: 16-387 OREGON BUSINESS III SRUCTURAL 15889 SPEC 4* kAigapIP: ENGINEERS, LLC DURUS CONSTRUCTION LLC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2016 By: JEN Sheet No.: DI MECHANICAL UNIT „4„.----MECHANICAL UNIT r---------- UNIT BASE RAIL � "12 x 3/4' SCREW -c .S' x S' x 16ga STRAP, ONE EACH SIDE 2 x SCREW SELF TAPPING SCREW c— 1 "12 WOOD SCREWS 612" o/c, TYP U.N.O. CURB LEVELING CURB (AS REQ'D) BLOCKING . (------_. FLASHING 4 ROOFING BY OTHERS Fin' -A—ft 1L-____i ' 11 U46" [ (E) 2x4 624" ir `�"U46' 1-11 1 } -(E) 4x16 BEYOND (E) 4x16) (E) GL GIRDER \ �,���Q PRO I. 18 d 6. •'EGO 0 ''G 1� TAIJ._ �oy ,5, .1.,N F. NORo� EXPIRES: 12/31/16 NORDLING Proj. No.: 16-387 STRUCTURAL OREGON BUSINESS PARK III 15889 SPEC ENGINEERS, LLC DURUS CONSTRUCTION LLC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2016 By:JEN Sheet No.: D2 I jI 6 _ \ I ' e6 I , U--- 4 III I: z.5 . I 24.0' f ' j I III I III I ISI IiI I I ' I I it I I ; ; H NORDLING Proj. No.: 16-387 OREGON BUSINESS PARK III STRUCTURAL 15889 SPEC ENGINEERS, LLC DURUS CONSTRUCTION LLC 6775 SW 111th,Suite 200 Beaverton OR,97008 Date:DEC 2016 By:JEN Sheet No.: G1 A CURB SUPPORT B CURB SUPPORT PSF PSF PSF PSF DL LL TW DL LL TW 10 25 24" 10 25 8'-0' ROOFING 2.0 psf ROOFING 2.0 psf SHEATHING 1.5 psf SHEATHING I.5 psf INSUL 1.5 psf INSUL 1.5 psf CEILING 2.2 psf CEILING 2.2 psf MISC 2.5 psf MISC 2.5 psf 10 psf 10 psi PM 415 lbs MECH UNIT PM 156 lbs FROM Wm (A) WM 52 plr 415 lbs /(45' • 2) P WM riliiiiiim W U 111111 111111 111111 11111 A A A A e Tn 7 ry £3.-0' f / 23.44' / 24' - 615' = 23A4' 4x8 DF-L No.2 4x16 DF-L#1(86) R1 R2 R1 R2 [' DL 104 104 RDL 938 938 LL 356___, 252 LL 2,483 2,361 m L 460 356 m 3,421 3,298 —brgL 0.21" 0.16" brgL 1.56" 1.51" ✓ MAX 460 lbs Self Wt V MAX 3,421 lbs M MAX 826 ft-lbs 6.03 plf M MAX 19,425 ft-lbs ✓ (d) 383 lbs V (d) 3,065 lbs fv 23 < 207 psi fv 86 < 207 psi fb 323 < 1,346 psi fb 1,718 < 1,725 psi _ Si Si A DL -0.01 A DL -0.29 A LL -0.04 A LL -0.74 L/+999 L/379 ok ok A TL -0.05 ATL -1.03 L/+999 L/272 CR 1.00 CL 1.001 CR 1.00 1 CL 1.00 CD 1.15 Cf 1.301 CD 1A5 [ Cf 1.00 -- NORDLING Proj. No.: 16-387 41* OREGON BUSINESS PARK III 1 STRUCTURAL 15889 SPEC ENGINEERS, LLC DURUS CONSTRUCTION LLC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2016 By: JEN Sheet No.: G2 ASCE 10,'Std11da1 f .., Roof ToMech U pnit Location 45°24' 18.86"N Ss and S1=Mapped Spectral Acceleration Values 122°44'56.92" W 15889 SW 72nd Ave,Portland,OR 97224 Ground Motion Ss 0.966 Si 0.419 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 1.076 SMI * Si 0.662 Design Category(SDC) D SDS (2/3)SMS 0.717 SDI (2/3)SMI 0.442 Air Side HVAC FP MIN= 0.3 SDS IP WP ap 2.50 Rp 6.00 = 0.215 W P->* 0. 0.151 F 0.4•a1, SDS '1 �1+2•Z •W FP MAX= 1.6SDS IPWP p- p Rp h = 1.15 Wr ->* 0. 0.803 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= 24.0ft FP= 0.41 WP->* 0.7 0.284 ASCE 7.10 Winc1 Force Standard RoofTopMech Unit 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 psf kz: 0.70 Unit Weight 415 lbs Gust: 0.85 Ka: 0.90 Unit Height 46" Cf: 1.31 Int : 1.00 Unit Length 48" x: 1.9 Unit Width 32" Curb Height 14" WP: 49.1 psf P: 451 lbs -ASD T= 451 lbs * (14"+46"/2)/32" - 0.6* 415 lbs/2 = 398 lbs Net Uplift I NORDLING Proj. No.: 16-387 STRUCTURAL OREGON BUSINESS15889 SPEC 40. -„4 ENGINEERS, LLC DURUS CONSTRUCTION LLC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2016 By: JEN Sheet No.: L1 VEQ f 6® lbs W: < 1,,, _,...:).; 415 lbs ,,s,9. ` Height 46" Weight 415 lbs Length 48" Width 32" Curb;1- 41111 IIII "till 14" 14 1 VEQ= 0.284* 4151bs+0.2* 0.717*415lbs VEQ = 1181bs+601bs 118 lbs T= 11818 s * (14"+46"/2)/32" + 601bs/2 - 0.6* 415lbs/2 T: 42 lbs = 42 lbs Net Uplift V= 118 lbs (4) STEEL BRACKETS W/ *12 SCREWS TO ROOF CURB 4 *12 SCREWS TO UNIT BASE RAIL. _ok_ *12 612" o/c SCREWS FROM CURB TO FRAMING BELOW. _0k_ NORDLING Proj. No.: 16-387 OREGON BUSINESS PARK III LI STRUCTURAL 15889 SPEC � �ENGINEERS, LLC DURUS CONSTRUCTION LLC 6775 SW 111th,Suite 200 Beaverton OR,97008 Date: DEC 2016 By: JEN Sheet No.: L2 Unit Report For 2.5T Project: -Untitled147 11/23/2016 Prepared By: 11:55AM Unit Parameters Dimensions(ft. in.) &Weight(lb.)*** Unit Model• 48VL-C300403 Unit Length• 4' 0.1875" Unit Size. 30(2.5 Tons) Unit Width• 2' 8.625" Volts-Phase-Hertz• 208-1-60 Unit Height: 3'9.75" 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• 336 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-C300403 Rooftop Unit 1 Base Unit Packaged Rooftop Builder 1.44 Page 2 of 7 El Certified Drawing for 2.5T . Project: -Untitled147 11/23/2016 Prepared By: 11:55AM 1911 000(10I0 L ©N:1 01. LOTNFT061 251,1459 :00TEN OF'_X81]71 DINH 10231010 1I(2 L3 AO "A" Y. Y 2 13301-191C14/1 33033/050 2083236-1-30 3,5,5 936.9 41-334 1114 2e"-13516 979.5 94-7816 368.9 13-11/13 346.5 1.591.,-,911050154#4,900150NLl-,9105311401001150 23010'c-I-83 95Q 1"52.345-5rq 1142 00-159i0 /4 14 599• 55-50 589,5 13-13}14 401.0 "2/1".--1.;;1/.,1--.- A-18116+- /31/ lAIE33l5AIiC9Ffi.31.5.+6 i0 00.3.1230-1-50,.;5812'10-3-63,036-3-40 NZ9 30033.9 51-"914 1315 22-135116 559.9 €5-5,16. 38&.9 13-519. 430 3 1152.4] . [232.41 1-ill'-.- 1WIT 'Y$LTArE COPIC-+'i AE109T LBNA 2$9.911 1 4d' id 2aR!90. d 4 )u5 t 6+5 X 17 0 41 1 Al a SXk 1 dA 9 2-3/a� 411 0 30 2987 30 St.A 21'.3 VA 2 30.`.809 8 55.7 397-2 53.3 [65.31lel NETLikk ;699191.1 36 1191;.,fd Sa.4 233 65,6 31.2 iN L 59,3 122.6 ^�S,J 11 01100195LI MOE 1 11 1 9541(019519L AIN - 905509 II °-`_l itis I 31161+' !: ape 10 LAdd 6] 10 .I tf7/ 1`t1'l JPEAIRG If � AI r{41 Jrf` gyp'' 11151 4 ;4 r c Frnux€s m Fx re�a //x - 9156111,lk 31 /i�fi'l,f =J 003111 7655 OF 91917. 1,1 1395.91 0310203 C IL^-5 + l = / =I MT SIDE OF 31DI - 8 [50.81 5-1 A a 1 SIDE OPPOSITE 99[75 td 135:9.51 �d 3070,1 Or UlaT 1, 142.'1 '�• 1 = FLOE PANEL 36 1351 d] 9 .., la 3 `tY 11.50 41 fEG RFAIf�D hF04NA7CE3. / �'�' I I1230.[NN] 8E-•EEN 9916[75,500E8 ENTRY SALE 4e E'230.911 IF.N:T 688 AL003 313(541&FACE LSX93 90163.SIDE Y6 1352,911 X232 N6 BLO{N OR 0.20 ETE HILLS 0910 GTN38 MGMCUIL-1 TAP VIEW T50A8 GCa- 0,66091X930 e9NFacEs PCN a£61313103A['51-6.117 promo C PElt croknai MOO smoke I1CHE5[4147 Evsrv_col ACCESS 6I01 ,. .,...,...0.56 1394.11 90E3 ENTR°SIDE- 111(071 NR MCI 001M111.N[WTbI 119:1'TOP lir ... ..... ... .. 46['219,2] 513E 007151TE 36CT9 ... ... 31 1512.9] DAT PANEL Il 1805.814 ":"*"-"C" IF 1.11 I;PLACES LEO]1930 '3 1364.81 FACN 40.11 -_..,».w15394.TNfn 515793 P[RN00300]HATIE[02030N[SED. 31-7/'-31 2-578 Al5T 2190.51 106.x1 E 0919,}.41 '"•-...-'2114.31 114Y Mi4EkSICN6 IN 11 ANE IN ALR ry ■■■ ■■■ ®■■ ■■■ [At A..37 _ 1113 IiIIIIIlIII ' _..._ --F11111111111111111 IIII�IIIIIIIIIIII�. //x, ACCES3IPO"'EL IIII""'IUH lIIIUIIIIIIIIIIHH1 ' III I IIIIII1I IIIII�II�I1 :IllllOIHUlll�l� 5'[28 3CAEkAEATA~\\ �IIIOIII'I"I. e8 }78'[22.91 RIA HUE- V �� 'x' . • 1' iC7P3.8] 330113 1 � :II-- _r- �' _111 LFPLS REIN36GO 15-TeIP9T1403-21 Cy Dis, PEN] �- 19-11537d. __3 ,TTS 1 .2. `_S!8` 192.1] l ♦ t-0-5786 ISA&.�11I�d35_4]10-y 58 ! ' J [303.X) um d-S/0 0 E-1j�O'�1 4IMEll 03538]lilil a =0. 1116.1] 2.{} ��nin 12-19119C5515AESSO Y--EL03"E0 4 81014 • 941811 91845.41 PANEL 'e• PANEL 1521,11 -132' 219 3]0,7,1 3-9919 8.8.3 2 7116 331 E33163 181,3: 12-59 t A8-3x16 [72.4I 9-'ri8 (1-513 9-1,8 03,5191 O9TLIT .1 1-13916 1-TBS 15 R 1006.81 1580-3-] 1256.81 11,51'12:121.271E-EP LEFT SEE VIEW 1°`.1' FRONT VIEW RIGHT SIDE VIEW REAR VIEW 48'JL:600ACI5 - 7.11 Packaged Rooftop Builder 1.44 Page 3 of 7 , Performance Summary For 2.5T Pnoject: -Untit|ed147 11/23/2016 Prepared By: 11:55AM Part Number:48VL-C300403 ARI SEER- 14.00 Base Unit Dimensions Unit Length. 48.2 in UndYVidth• 32.6 in Unit Height: 45.8 in Total Operating Weight 336 lb Unit UnitVohogo'PhuuoHortz. 208-1-60 Air Discharge. Vertical Fan Drive Type Direct no Actual Airflow. 912 CFM Site Altitude. 0 ft Cooling Performance Condenser Entering Air DB 95.0 F Evaporator Entering Air DB 80.0 F Evaporator Entering Air WB 67.0 F Entering Air Enthalpy: 31.44 BTU/lb Evaporator Leaving Air DB 59.7 F Evaporator Leaving Air WB 57.3 F Evaporator Leaving Air Enthalpy 24.58 BTU/lb Net Cooling Capoci1y• 28.14 MBH Net Sensible Capacity 19.89 MBH Total Unit Power Input 2.46 kW Coil Bypass Factor 0.033 Heating Performance Heating Airflow. 912 CFM Entering Air Temp. 70.0 F Leaving Air Temp 103.5 F Gas Heating Input Capacity- 40.0 MBH Gas Heating Output Capacity 33.0 MBH Temperature Rise. 33.5 F AFUE (%)• 81.0 Supply Fan External Static Pressure 0.50 in wg Options/Accessories Static Pressure Wet Coil. 0.05 in wg Total Application Application Static (ESP + Unit Opts/Acc.) 0.55 in wg FunRPM• 1050 Fan Power 0.38 BHP Fan Motor Size, hp• 1/2 NOTEHigh Motor Speed, Vert Electrical Data Minimum Voltago• 197 Maximum Voltage. 253 CompneaoorRLA• 11.2 Compressor LRA• 57 Outdoor Fan FLA(ea)• 0.7 Indoor Fan Motor FLA. 3.8 Power Supply MCA 18.5 Power Supply MOCP (Fuse or HACR) 25 Control Panel SCCR:5kA RMS at Rated Symmetrical Voltage Packaged Rooftop Builder 1.44 Page 4 of 7 FOR OFFICE USE ONLY–SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 1111 _ Transmittal ansmittal Letter n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov • TO: �iJ D D: DEPT: BUILDING DIVISION DEC 14 2016 FROM: CITY OF TIGARD COMPANY: 1.) 7vtS Coo S\-<tkci,or\ PLANNING/ENGINEERING PHONE: 50 3 320— 5 to 3 3 9722,/ fRE: S X9 Sw 72e e1 P v-c, a„i it_ Q!6-0( o�L(CD (Site A s ess) 04) m er) 5: der S (Proname or ivissiion name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: FOR OFFICE USE ONLY Routed to Permit Technic' : Date: a/a9/16 Initials:M A Fees Due: ❑Yes 2 No Fee Description: Amount Due: Special Instructions: Reprint Permit(per PE): [ Yes RNo [] Done �y Applicant Notified: e#12.,S Date: 1����j/(0 Initials: < 7/T, I:\Building\Forms\TransmittalLetter-Revisions_061316.doc