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Specifications (6) //rtiAeLa --CO)`S6 51115-- iS 724-1 APR 9 21J18 STRUCTURAL CALCULATIQmJ FOR PBC 196 16505 SW 72nd AVE PORTLAND, OR 97224 -- ROOF MECHANICAL UNIT RELOCATION -- tt.4\1 PO? GI Nz, /..0 !44 12,187 IOWsREGON 416, 15 NO 'ikV‘- EXPIRES:12/31 18 Contents Summary SI Details A-B D1-D2 Gravity Calculations G1 -G2 Lateral Calculations LI -L2 Contact Person: John E Nordling,PE Enclosures El -E4 NORDLING Proj. No.: 18-111 PBC II .4‘ STRUCTURAL MECH UNIT ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.: COVER SUMMARY 2014 Oregon Structural Specialty Code Wind 120 MPH (3 sec gust, V uLT) Exp Seismic Occupancy Catagory II Site Class - Seisimic Design Catagory - D Ss = 0.963 Si = 0.419 SDs = 0.-116 SDI = 0.442 There is one roof mounted '7.5-Ton' mechanical unit. York '7.5-Ton' units: weight 890lbs length 80' width 50' height 42' Ql 4x10 DIRECTLY UNDER CURB, WITH SIMPSON 'U46' EACH END. 4x6 DIRECTLY UNDER CURB, WITH SIMPSON 'U46' EACH END. 3l BLOCK SOLID ABOVE 4x6 BETWEEN (E) 2x4 SUB-PURLINS. ® REINFORCE (E) 4x16 WI 13,4x111/4 13E LSL. ATTACH W/ TWO ROWS 1/4'4, x 31/2' SIMPSON 'SDS' SCREWS 624' o/c. -alt- THE EXISTING (E) 4x16 MAY ALREADY BE REINFORCED. FIELD VERIFY IF REINFORCED. REPORT TO ENGINEER AS-BUILT CONDITION. NOTED DETAILS MAY REQUIRE REVISIONS. NORDLING Proj. No,: 18-111 40, 11 STRUCTURAL MEcx u v1T ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.: Si 4 • 40 -- - - T- - - 0 ___ I I I (E)GL 63/4x191/z I (E)GL 63/4x33 ;.r—(E) -TON I I I — —I —I— — 'I —ILI I i,a � I 'I Ii 1 I I I I 01— - 01— — 1.1— TTIIITII -Ii - - j Xj Xj — -_ _ u,l —= — — till — III — — wlt--- ---- .,I ..I wI- II I , 0-2 — (E) 75-TON NEW LOCATION , — — — — j j I I I Ii 6, 4><311/2 —r— (E) CSL 63/4x191/6 I I I tffIITTt VOti PROfe Nc' NEER /a I 12,1: Ai iii ri_ OREGO j A) FRAMING FLAN vOii/v 15, 19��`+� YY F. NORU EXPIRES:12/31/18 NORDLING Proj. No.: 18-111 :,‘, ,„,, 40. , PBC STRUCTURAL MECH UNIT ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97006 Date:APR 2018 By:JEN Sheet No.:D1 • 1 • MECHANICAL UNIT MECHANICAL UNIT--....,... UNIT BASE RAIL ti *12 x 3i" SCREW----4' 4 8' x 8' x 16ga STRAP,- /P , ONE EACH SIDE 412 x 3' SCREW SELF TAPPING SCREW \ C. 1/4'4, x 8' LAG SCREWS 624' o/c CUR13—.7"7' LEVELING CURB (AS REQ'D) *12 WOOD SCREWS FLASHING 4 ROOFING BY OTHERS 612' o/c, TYP U.N.O. r WI O ' ,, _ , 4 r El II %,0a �PROF�Cs� / 12,1:, / le Ilit .r A, OREGON DETAIL vo v4,OREGON 15, ,. +C Cm„, 44, <r NORp\"\ I EXPIRES:12/31/18 NORDLING Proj. No.: 18-111 . ,4 STRUCTURAL 1v1ECH uB1cv1T ENGINEERS, LLC PAC TRUST .0..-' .0.' 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By: JEN Sheet No.:D2 .. . ^ { �� ' 0 . ~~ -~ T- - - - ~~-- -|-- -- -- ----- --- ------ ---- --| | | | ^ | . � TTT IjIT|. |- � | '| - - - | ) | --�- 1 1 | |1 ' _� �_ |-_- _ � --�-__| I 1 |--'----,--- ---� | ' | ' ____I . .— �— '__ _____ __ __—_���__— .__ '_--__—_--__ �_—___�� ) | ) / / | / | . | 1 I I ' ---� ----� -------� -- ------------ --------- /-----4— L --- I-- ' i v | r~ ------ --' -�f�'----- -- -- -------- 'I— _ / 1]' || ' ' —I'�� _ _| | . 33. / � �- I -`' | • ~-- | I | | / ---�'-�� --f--- -- '-- --''------ --- -1---- --- � `N 0 �� 1 | - �----�--- ----�- ----- '----- -�r---- ---�- ��-/ \ � .| 1 i ____" | ���N�" jr ��' � | | | � | __--_ �---_ _�- �~-~ -` ~~ ~~ , NORDLING Proj. No.: 18-111 PBC II STRUCTURAL ��8D�� ENGINEERS, ������ PAC TRUST ] ==� orrsSWzom.Suite mm•Beaverton OR,97008 Date:APR 2018 By:TEN Sheet No.: 81 A CURB SUPPORT 15CURB SUPPORT 0 (E) O.W,S, JOIST PSF 1=5F PSF 1=5F PSF PSF - PL LL TW DL LL TW PL LL TW 10 25 81-O' / 2 10 25 12' 10 25 S'-0' o/c • ROOFING 2.0 paf PM 1,010 Ibs MECH UNIT SHEATHING 1.8 psf INSUL 15 pef PDL 141 lbs SEAM A P 360 Iba • CEILING 22 paf MISC 25 pef LI- pJSB lbs 1010 lbs +5.1'/(8'•2) 10 per P PM 1,010 !be MECH UNIT Ili 11111.-li/11 Wm 68 pIf 1,010!be/(1.4' •2) 711 ♦ 241-0' A• P w W 111111 111111 111111=111•111•1111111111 Beam#1 Beam#2 A A A A 4x16 LSL1'Ax1125 il DF-L#1(86) ISL 1.3 E "' E(lsi) 1,800 1,300 6,61 -j.-1 1 I on) 1034 208 / ' Total 2,131,888 %Load 0.873 0.127 R1 R2 4x6 DFL No.2 4x10 DFL No.2 R DL 960 960 R1 R2 RI. R2 LL 2,651 2,510 RDL 147 147 RDL _ 152 _ 131 _ n 3,611 3,470 LL 558 558 LL 415 335 brgL 1.65" 1.59" 'iL 705 705 TL „ ,567 466 V MAX 3,611 lbs brgL 0.32” 0.32" brgL 0.26" 0,21" M MAX 21,494 ft-lbs ✓ MAX 705 lbs Self WI V MAX 567 lbs Self Wt M MAX 1,163 ft-lbs 4.57 Plf M MAX 1,615 ft-lbs 7.69 Plf V (d) 3,255 lbs ✓ (d) 607 lbs V (d) 534 lbs Main Member fv 80 < 207 psi fv 47 < 207 psi fv 25 < 207 psi .fi' 91 < 207 psi fb 791 < 1,346 psi fb 388 < 1,242 psi fb 1,661 < 1,725 psi Sl Sl Reinforceing Member A DL -0.02 ADL -0.01 ._ fv 31 < 460 psi A LL -0.09 ALL — -4.03 ------ ------- lb 885 < 1,955 psi L/852 L/+999 51 ok ok 1 ADL -0.28 A ii. -0.12 ATL -0.04 `[, A LL -0.77 L/674 L/+999 I— L/375 ok CR 1.00CL 0 CR 1.00 CL 1.00 ATL -1.05 Co 1.15 �� Cf 1.01.30 Co 1.15 Cf 1.20 L/275 FE}±...___210 CL1.00 CD1.151 Ce 1.00 NORDLING Proj. No.: 18-111 PBC n STRUCTURAL MECH UNIT ‘. 4,, k ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.: G2 ASCE 7.10'Standard Roof Top Mech Unit Location 45°24'4.21"N Ss and S1=Mapped Spectral Acceleration Values 122°45' 1.2" W 16505 SW 72nd Ave,Portland,OR 97224 Ground Motion Ss 0.963 Si 0.419 Occupancy Category II Site Coefficients F„ 1.11 Site Class D Fv 1.58 Importance Factor 1.00 Height of Structure 20.0 ft SMS Fa* Ss 1.074 SMI Fv* Si 0.662 Design Category'(SDC) D Sns (2/3)SMs 0.716 SDI (2/3)SMI 0.442 Air Side HVAC Fp MIN= 0.3 SDs IP WP ap 2.50 Rp 6.00 = 0.215 WP->*.0 0.150 0.4.a ••SDs ''p 2 Z� FP lvcax= 1.6 SDS IP WP Fp= l+2.— •Wp R ` h, = 1.15 WP-> 0 0.802 P z= 20.0ft ASD _ Fp= 0.36 WP->*0.7 0.250 Eq= 0.284W+0.2 SDS W W :Weight of Unit z= 24.0 ii Fp= 0,41 WP->*0.7 0.284 ASCE 7.10 Wind Force Standard Roof Top Mech 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 1,010 lbs Gust: 0.85 Ka: 0.90 Unit Height 42" Cf: 1.30 I0t: 1.00 Unit Length 80" x: 1.9 Unit Width 50" Curb Height 14" WP: 48.8 psf P: 683 lbs-ASD T= 683 lbs *(14" +42"/2)/50" - 0.6* 1,OIOlbs/2 = 175 lbs Net Uplift NORDLING Proj. No.: 18-111 41/ PBC II , -7- ' ''... ''4 STRUCTURAL MECH UNIT J ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.:L1 i /fV Eo .,„431145lbs I W. 1,010 lbs /- Nt VEQ 111141111111411111111111‘1111 281 Ibs C E: 30 lbs TE: 115 lbs /PPP Height 42" Weight 1,010 lbs Length 80" (4) STEEL BRACKETS W/ (4) *10 x 11/21 Width 50" 890 lbs TEK SCREWS TO ROOF CURB 4 (4) *10 x Curb 14" 120 lbs 1/2' TEK SCREWS TO UNIT BASE RAIL -ok- VEQ= 0.284* 1,010 lbs+0.2*0.716* 1,010 lbs *12 4)12' o/c SCREWS FROM CURB TO =287 lbs+145 lbs FRAMING BELOW. _ok_ T=287 lbs * (14"+42"/2)/50" + 1451bs/2 j 0.6* 1,010 lbs/2 -30 lbs [0 Net Uplift] V= 287 lbs NORDLING Pro;. No.: 18-111 0 -$ STRUCTURAL MECH UNIT ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.:L2 335691-YSD-C-0609 4 and 5 Ton ZJ,6 thru 12.5 Ton(See Physical Dimensions table for exact models) 29.69 15.25—� i ' ===7.______7__,._. i:. -_— — —- 15.38 — 59.00 - 151.38 I. _ _ 1 0 24.47 TYP.2 P:_________ — B See detell A foInlet II �I I, C o E .! :III Ell � j 1 F ....1!): 11 318 See detail B for drain location LEFT — 4 3/16 59 FRONT . 27 5/16 rte—21 3/16 w 89 Johnson Controls Unitary Products 3 E1 246646-YTG-G-1208 -4111111111111111111111110111111111 - II 1 j - lir IC 1 ill ltiiII $ H0I. � —= LEFT '` ' `' FRONT _ J -'� FRONT B C LEFT D A A 9I { E D F FIGURE 2- UNIT 4 POINT LOAD FIGURE 4- UNIT 6 POINT LOAD TABLE 36: 4 POINT LOAD WEIGHT TABLE 37: 6 POINT LOAD WEIGHT Location(lbs.) Locations(lbs.) Model Model A B C D A B C D E F DH078 197 147 230 309 DH078 138 113 93 146 176 216 I DH090 199 148 232 311 DH090 139 113 94 147 178 218 DH102 201 150 234 315 DH102 141 115 95 149 180 221 DH120 265 226 330 386 DH120 181 163 147 214 237 264 DH150 263 224 327 383 DH150 180 161 146 213 235 262 TABLE 38: UNIT WEIGHT Model Shipping Operating 1Weight(lbs.) Weight(lbs.) . "111111Pjli DH078 888 883 DH090 895 890 DH102 905 900 FRONT DH120 1212 1207 LEFT DH150 1202 1197 WIECON. 85 84 Unit Model Number X Y WIPE 150 148 DH078 38 23 W/ELECT.HEAT 49 49 DH090 38 23 1 W/GAS HEAT2 110 110 1 54 KW Heater DH102 38 23 2 8 Tube Heat Exchanger DH120 471/2 251/2 DH150 471/2 251/2 FIGURE 3- UNIT CENTER OF GRAVITY 36 Johnson Controls Unitary Products E2 I 246646-YTG-G-1208 . 30.11/3- I���`� See Detail X Power -' I Control ` A Entry I, Entry 02-1/2 �_ 0718 1171- 4-1/4 Power .,, Entry _ n 02-1/2 _mss_ •�� t -11 0 11-1/2 Convenienct -� Power �•ba Outlet vq ` �; oire %� For Baserail ----,Jr., �l Dimensions 30-3/16 17-3/16 e FRONT See Detail B For Drain _'� / Dimensions 59 24.3/16 '-3 16+'Nnr See Detail C LEFT ------ i r / 1...,,t..„.... /' 27�� 8 1:-: , FIGURE 5- UNIT DIMENSIONS TABLE 39: UNIT HEIGHT Unit Model Number X DETAIL B 2-3/8 DH078 42 — —1 EDH090 42 Il DH102 42 DH120 50 3/4 DH150 50 3/4 3-3(4 DETAIL A Gas Pipe Inlet —0 5-1/4 r 3-9/16 Bas c 17-13/16 Pane DETAIL C LJ 1 . ik A View of Wall Across from Coil m 5-3/8 alwimmisismismilmis TABLE 40: UNIT CLEARANCES I Top1 72" Right 12" Front 36" Left 36" Rear2 36" Bottom3 0" 1 Units must be installed outdoors.Overhanging structure or shrubs should not obstruct condenser air discharge outlet. 2 To remove the slide-out drain pan,a rear clearance of 60"is required.If space is unavailable,the drain pan can be removed through the front by separating the corner wall. 3 Units may be installed on combustible floors made from wood or class A,B or C roof covering materials. Johnson Controls Unitary Products 37 E3 1 335691-YS D-C-0609 3 to 12.5 Ton Unit Roof Curb(inches) RIGHT 80-5/8 4". INSULATED DECK UNDER CONDENSER SECTION 20 .t` i' �Q SUPPLY 20 6 0..b. � 'i doeo RETURN` �- 2 TYP. . .' 011100 30 1441444\46. . 50-1/2 �: INSULATED DECK UNDER ,. COMPRESSOR SECTION 8 or 14 FRONT 3 to 12.5 Ton Unit Transition Roof Curb(inches) 2TYP 301/ 23 4 50-1/2Illbo. \y' /0-iihilo‘ 6 80-5/8 UPPLY � IC 10 76-5/8 94 59-1/4 FRONT RIGHT 64-1/4 Johnson Controls Unitary Products 11 E4