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Specifications ,C?21 - .r IttaIVED MAR 4 2015 STRUCTURAL CALCULATION %Tv uF T U BUILDING DIVISION FOR NIKE BUILDING B VACANCY 15500 SW 72nd AVE TIGARD, OR 97224 -- ROOF MECHANICAL UNIT -- PRO,cc6�, f �i\ c,G 1 NEFq .14.41 87 4 OREGON Pte' t5. �0 tiN 6. N(0)- EXPIRES:12/31/16 Contents Summary S 1 Details A -C DI -D3 Gravity Calculations G1 -G2 Lateral Calculations LI -L2 Contact Person: John E Nordling,PE Enclosures El -E3 NORDLING Proj. No.: 15-042 STRUCTURAL NIKE BUILDINGS MECHANICAL UNIT 11>/-1: / ENGINEERS, LLC GOHMAN MECHANICAL,INC 75 11 ML an,tv�t-tor.OR.9 Geb Dote:FEB 2015 By: JEN Sheet No.: COVER • • SUMMARY ROOF TOP MECHANICAL UNIT SEISMIC REVIEW _ I 2014 Oregon Structural Specialty Code Wind 120 MPH (3 sec gust, vuLT) Exp Seismic Occupancy Catagory II Site Class - D Seisimic Design Catagory - D Ss = 0.966 Si = 0.419 SDs = 0.111 SD: = 0.442 There is one new roof mounted "3-Ton" mechanical units. TRANE 113-Ton" unit: RTU-2 weight 500 lbs length 13" width 31" height 33" NORDLING prof. No.: 15-042 NIKE BUILDING B tp P STRUCTURAL MECHANICAL UNIT ENGINEERS, LLC GOHMAN MECHANICAL,INC 1 o77, i I In,Sulk,aa, :,cavinom CR.970fk' Date:FEB 2015 By: JEN Sheet No.: Si x' 1111 � I -----(E)4x16 DF-L•'. (E)4x16 DF-L.1 III I RTU-2 4.16 DF-L•1 i, (E)4x16 DF-L•1 II O24 I TYP ! _ ---<E)4x'6 DF-L•I (E)4x16 DF-L.1 I ( ( IIS PROfie o G I N F F / 2,187 • O' GON '5, ,4N ti ROOF FRAMING PJ... EXPIRES:12/31/16 NORDLING Proj. No.: 15-042 STRUCTURAL MECHANICAL CBUILDIUNING T c>/-7 ENGINEERS, LLC GOHMAN MECHANICAL,INC a(,c lienvkk,um OK::7(W Date: FEB 2015 By: JEN Sheet No.: Di I 1 I . i I 1 I 1 I II 1 1 0 1 z 1 ! i 1 1 II 1 , , 0 il '`E lI I 4x5 DIRECTLY UNDER CURB, WITH SIMPSON 'U46' EACH END. U BLOCK SOLID BETWEEN 4x8 4 (E) ROOF SHEATHING. 3 4x6 DIRECTLY UNDER CURB, WITH SIMPSON "U46' EACH END. — BLOCK SOLID ABOVE 4x6 BETWEEN (E) 2x6 SUB-PURLINS. 3 REINFORCE (E) 4x16 WI NEW 13,4x11Li4 LVL ONE SIDE. ATTACH WI �t�.'c) PROA. — TWO ROWS "10 x 3' WOOD SCREWS f024" o/c STAGGERED �5 ANG NEFIt,/0 I (12' NET SPACING). ATTACH NEW LVL TO GL GIRDER W/ SIMPSON 1 87 i, j 'L�0' EACH END. � 1� i it OR ON , \`,.'rb 0 5) WOOF F ?�,1"I I NC DEVIL ✓�6,4,GF 'SNo¢�,, EXPIRES:12/31/16 NORDLING Proj. No.: 15-042 NIKE I3UILDING B rJSTRUCTURAL MECHANICAL UNIT ' /_—_/�,�! ENGINEERS, LLC GOHMAN MECHANICAL,INC 1 ,177r,sw 1„u,.itu«c 20C lie,,,,ton r;It.morn Date:FEB 2015 By: JEN Sheet No.: D2 MECHANICAL UNIT MECHANICAL UNIT UNIT BASE RAIL "12 x 3/4' SCREW---''' 8' x 8' x 16ea STRAP,--��' ONE EACH SIDE "12 x 3' SCREW SELF TAPPING SCREW 012 WOOD SCREWS 612" LEVELING CURB CURB CI FLASHING 4 ROOFING BY OTHERS--...„1/4 14 BLOCK SOLID 11 El .—CURB .--CURB (E) 2x4 ►` BLOCK SOLID i. 11 BLOCK SOLID 11 ° D CI t3ED PROFicss% � .187 y tt $ OREGON .J SECTION °tip SN CC) ORp�,\ EXPIRES: 12/31/16 NORDLING Proj. No.: 15-042 NIKE BUILDING B STRUCTURAL MECHANICAL UNIT ENGINEERS, LLC GOHMAN MECHANICAL,INC :,v; t i i d:. lou n ��•��,��,��i:.srix�.� Date: FEB 2015 By:JEN Sheet No.: D3 I , ' I! ' L '1 I H-; , 0 IL [i23.9' I I NORDLING Proj. No.: 15-042 Ik/1 NIKE BUILDING B ,:tz& STRUCTURAL MECHANICAL UNIT 1\Y ENGINEERS, LLC GOHMAN MECHANICAL,INC 2110 :team tc,oa.9700S Date: FEB 2015 By: JEN Sheet No.: GI A CURB SUPPORT 8 CURB SUPPORT a (E) 4x6 DF-L *1 P5F PSF P5F P5F P5F PSI DL LL TW DL LL TW DL LL TW 10 25 4'-m' Iso 25 12" 8.6 25 S'-0' o/c I ROOF'NG 2.0 par SHEATHING LW paf INSU'_ 1.5 pa ! PM 200 ba PM 250 tbs GE'LING 2.2 par ?x6 s+24'p/c ii par 166 lbs(CORNER) • 100/4 600 It's/4 • 150 lbs 8.6 psi 150 lbs • 150 lbs • 5' /5' , 250 lbs MISC 3.4 paf 1? pa P PM 600 lbs MEC UNIT •CURS j W I 1 1111 Hill Wm 55 p!r A A 600 lbs / (5'-6' • 2) 1 24' W W P Beans 111 Beam 42 4x16 I.VL 1'/,x9.25 I 11 i I I 1 ,; III ' 1 11 1 11 Dr--L 41(86) LVL 1.911 A A A A E(ksi) 1,800 1,900 en. I(incl) 1034 115 Total 2,081,252 5'42" ,e 8' 0" f %Load 0.895 0.105 R1 R2 R DL 826 826 4x6 DF-1L No.2 4x8 DPL No.2 J u. 2,593 2,457 RI R2 R1 R2 it 3,418 3,283 I RDL 123 123 [ Rut 64 64 bIsL 1.56" So" F.LL 4 6 4 6 Lf. 228 173 V MAX 3,418 lbs II 549 5,to •n. 292 237 M MAX 20,041 fl-lbs brg L 0.25' 0 25" brg 1. 0.13" 0.1 1" V MAX 549 lbs Self Wi V MAX 292 lbs Self Wt V (d) 3,077 lbs M MAX 755 0-lbs 4.57 ii11 M MAX 670 11-lbs 603 plf bilin Member V (5) 457 lbs V (d) 267 lbs fv 77 < 207 psi fv 86 < 207 psi tv 36 < 207 psi Iv 16 < 207 psi lb 1,586 < 1,725 psi lb 513 < 1,346 psi ib 262 < 1,346 psi Reinforceing Member fv 30 < 328 psi Sl Si lb 1,015 < 2,990 psi .ADI. -0.01 AD1. -0.01 A r L -0.04 A LL 0.03 St L//+999 __ _—_ L/+999 _ — A Dl. -025 ok _.— ok 0 LL -0.76 A r:. O 05A'n. Q04 L/381 L/+999 _.. _._..._-._..._..----_____-__-_..___.__.._..__._._._ LI+999 ok A IL 1.00 ex. 1.00] CL 1 001 I CR 1.001 ( Ct. 1.00 L/287 CD 1.151 Cr 1.30j CD 1.15 ;L. Cf 1.30 -- G)— 1.001 CL 1001 Co 1.115 Cf 100 NORDLING Proi. No.: 15-042 NIKE BUILDING B STRUCTURAL MECHANICAL UNIT ii, ENGINEERS, LLC GOHMAN MECHANICAL,INC 6770 OW 111111,OW 200,Rave r,: )11,'17005 Date: FEB 2015 By:JEN Sheet No.: G2 1 ASCE 7.10 Standard RoofTop:Welt Unit Location 45"2a'22.28"N Ss and SI=Mapped Spectral Acceleration Values 1228 44'55.44" \V 15500 SW 72nd Ave,Tigard,OR 97224 Ground Motion Ss 0.966 Si 0.419 (Occupancy Category II Site Coefficients F. 1.11 Site Class D F, 1.58 Importance Factor 1.00 Height of Structure 20.0 ft Skis F,* Ss 1.076 SMI F8 'k S I 0.662 Design Category(SDC) I) Sim (2/3)SMS 0.717 Sin (2/3)SMI 0.442 Air Side HVAC Fr MIN = 0.3 SDS Ir WP ah 2.50 Rh 6.00 = 0.215 WP->* 0. 0.151 0.4 Cl. •S„, • 1 FP MAX= 1.6 Sus Ih WP Fp= 1+2•- •kV R!, ? = 1.15 Wr->* 0. 0.803 z- 20,0 fl: ASD FI'= 0.36 Wr->* 0.7 0.251 Eq= 0.284W+ 0.2 SDS W W :Weight of Unit z= 24.0ft Fh - 0.41 Wr->* 0.7 0.284 ASCE 7.10 Wind Force Standard Roof'1'opMech Unit \Vind Speed : 120 mph Exposure : B Height of Structure 20'-0" assume A <0.1 Bf::Force increase factor x=1.9 qz: 23.24 psi kz: 0.70 Unit Weight 600 lbs Gust: 0.85 Ka: 0.90 Unit Height 33" Cf: 1.30 KZ,: 1.00 Unit Length 73" x: 1.9 Unit Width 37" Curb Height 14" WP: 48.8 psi P: 490 lbs -ASD T= 490 lbs * (14" + 33"/2)/37" - 0.6 600 lbs/2 224 Ills Net Uplift NORDLING Proj. No.: 15-042 KE k' ,• STRUCTURAL MECNIHANICALBUILDING UNIBT ENGINEERS, LLC GOHMAN MECHANICAL,INC svr :Iur s 2c•20C seuv,•r,:,no:t s ooa Date:FEB 2 015 By: JEN Sheet No.: L1 Ea a& lbs \\ Camra lbs i \ • ` \ 1-Leight 33" Weight 600 lbs \. Length 73" t �\__- _— / Width 37" Curb 14" Eo __,./.--.' /. \ O. Vro= 0.284* 600 lbs+0.2*0.717* 600 lbs = 171 lbs-f-&6 lbs 111 lbs 41 / T= 171 lbs * (14"+33"/2)/37" + 86 lbs/2 C: 4 Ibs - 0.6*600 lbs/2 =4 lbs Net Uplift V= 171 lbs (4) STEEL BRACKETS W/ "I2 SCREWS TO ROOF CURB d "12 SCREWS TO UNIT BASE RAIL. _ok- "12 612' o/c SCREWS FROM CURB TO FRAMING BELOW. _ok- I 11 I NORDLING Proj. No.: 15-042 NIKE BUILDING B STRUCTURAL MECHANICAL UNIT -: 7-- ENGINEERS, LLC GOHMAN MECHANICAL,INC 2775 sw 1:uh,s 200 1,,aver:on os,snoop Date: FEB 2015 By:JEN Sheet No.: L2 fr• . '©; .03 _-- ri_� ' i 251933-YTG-U-0912 Weights and Dimensions ZF/ZR/XP036-072 Unit Weights • Unit 4 Point Load Weight Unit 6 Point Load Weight tray 1 / :°):vim 1000110. a ' . -+ �� B ',ti \ �� D A '"t A "' E DFront F Front LEFT FRONT ZF036-072 Size Weight(lbs.) Center of Gravity 4 Point Load Location(lbs.) 6 Point Load Location(lbs.) (Tons) Shipping Operating X Y A B C D A B C D E F 036(3.0) 473 468 33 18,25 114 76 111 166 81 61 48 70 89 119 048 546 541 31.5 18.5 138 85 122 196 100 71 53 75 101 142 (4.0) 060 574 569 37 15 105 86 170 208 72 63 55 110 125 144 (5.0) 072 645 640 37 15 118 96 192 234 81 71 62 124 141 162 (6.0) ZR036-060 Size Weight(lbs.) Center of Gravity 4 Point Load Location(lbs.) 6 Point Load Location(lbs.) (Tons) Shipping Operating X Y A B C D A B C D E F 036 580 575 40 20 132 125 155 164 89 85 82 102 106 110 (3.0) 048 590 585 40 20 134 127 158 167 90 87 84 104 108 112 (4.0) 060 595 590 40 20 135 128 159 168 91 88 84 105 109 113 (5.0) Johnson Controls Unitary Products 107 251933-YTG-U-0912 ZF/ZRIXP036-072 Disconnect ZF/ZR/XP036-072 Utilities Entry Hole Opening Size(Dia.) Used For Side j! IImir.i._ A 7/8"KO' Control Wiring2 Botom Futor Access , ' 1111410.00'1 Blower Motor Access liii 6 2"KO Power Wring Side Bottom Dot Plugs '�� ( C 1-5/8 KO Gas Piping(Front) t D 1-1/2"KO Gas Piping(Bottom) Field-Supplied Disconnect a_ 1. Opening in the bottom to the unit can be located by the Switch Location 4, slice in the insulation. �,r 2. Do not remove the 2"knockout ring. Mourning Bracketfo^ r OP Disconnect Switch (Field Supplied) A,B ZF/ZR/XP036-072 Minimum Clearances Wiring Entry Control Box Access (See Detail"B') Location Clearance Disconnect Switch Location Front 24"(Cooling/Electric Heat) and Motor Access Panel for 32"(Gas Heat) Unit with`Belt-Drive"Option 12"(Less Economizer) Rear 36"(With Economizer or Fixed Air/Motorized Damper) Left Side(Filter Access) 24"(Less Economizer) 36"(With Economizer) Right Side(Cond.Coil) 24" Below Unit' 0" Above Unit2 72"(For Condenser Air Discharge) 1. Units may be installed on combustible floors made from wood or class A,B,or C roof covering material. 2. Units must be installed outdoors.Overhanging structures or shrubs should not obstruct condenser air discharge outlet. ZFIZRIXP036-072 Roof Curb Dimensions COMPRESSOR DDUCTORT RAILS 2"TYP.—moi' AND CONDENSER UNIT END OF UNIT BAOF UNIT ,,.7 \SUPP * AIRLY/// 14" l t , RETURN' t AIR4-:.':::'::':' ,.::,.,,,,.::-:7101110 ,;0<_.: / „400,,.. ,9_„.27 -,...„. ..,.., :..0•.„ .„0„. „-------- -----, . -.,.:.„.....,..,,,, 2" 19-1/2 !! 19-1/2" �' 73" OF FRONT UNIT • 37-1/4" 2" 'N- 16.a► 'Supply and Return Air(including duct support rails) , shown are typical for bottom duct applications. DUCT SIZES: Supply Air = 19-1/4" X 19-1/4" For location of horizontal duct applications Return Air = 19-1/4" X 19-1/4" (on back of unit),refer to Unit Dimension details. Johnson Controls Unitary Products 111 • 251933-YTG-U-0912 ZF/ZR/XP036-072 Unit Dimensions ZFIZR036-072 Cooling Only/Electric Heat Front View XP036-060 Heat Pump/Electric Heat Front View FIELD-SUPPLIED 80X SLOWER DISCONNECT SWITCH SOX ACOS LOCATION ACCESS (Direct-Drive units) ________\------------ 'r"` "%...A. ...rt."' CONDENSER • SCROLL ---2i COMPRESSOR FILTER r� ACCESS ACCESS ' i`- ( I,', it ..'� Iit r ---> 1. i FRONT VIEW I HEATS l RETURN AIR '+ I /�,1l4 ACCESS SUPPLY AIR • 2.1/2 y4•PVC FEMALE ( ua/a��' z::::-I_-y'-: CONDENSER AIR COND.DRAIN A.5 dz+7=•V-" (See Detail•A•) WIRING ENTRY 11-112 /T' ;--s. /� OUTDOOR AIR % (Economizer) /� 171n I 5-3/8 1� 17.x/2 bTn 7-Ila �-/..>-e-341 7 /UNI�SE WITH RAILS BOTTOM SUPPLY \ -r a-'' Shown separately to Metal* &RETURN AIR -- bottom duct openings and OPENINGS(SEE NOTE) ` 30, power Connection locations. B-POWER WIRING ENTRY 41 ' NOTE:For curb-mounted units, rola'to the dust hanger dimensions A•CONTROL WIRING ENTRY of the curb for the proper'Se of the supply and return we duct connecdms. ZFIZR036-072 Cooling Only/Gas Heat Front View FIELD.SUPPLIED CONTROL SLOWER VENT AIR DISCONNECT SWITCH SOX ACCESS OUTLET H000 LOCATION ACCESS (Direct-Drive units) ..------\lY--..i .."---__+�- CONDENSER SCROLL COMDR. —L......., I COMBUSTION AIR I* -;1�INLET HACCESS OOD ACCESS''' I --1 i tr.'.f. 4-3/8` �� �11110A, r 7 va I RETURN AIR SS I-- - . t ! FRONT VIEW 3. D — RECAS HEAT J i' '_r.I _��GAS SUPP_V ENTRY SUPPLY AIR •� o / (W NPTI AT GAS VALVE) \ •� , „,-,-- 82.174, -->‹, /ti7`Ij- • 52-114i�% 2:10 �S % 714"PVC FEMALE-4- -71° , Si �� ,tib • CONDENSER AIR CCM.DRAIN ` ---- (Sot Derail•A•) A. ` /i ' . '' OUTDOOR AIR WIRING ENTRY tt•1 . (See Detail•21.),,,,,,‹..• , 672 // 7 (Economizer) \ n-ire rC sy°/. i 61/2 WSW ��p - �. 17.1/2 / GAS SUPPLY ENTRY e ` c7 n �'e-12 l (14"NPTI AT GAS VALVE) BOTTOM SUPPLY ��� a RETURN AIR ��/ '' YT 32414 UNIT BASE WITH RAILS OPENINGS(SEE NOTE) Shown seprarNy to Illustrate • B.POWER WIRING ENTRY II, bottom duct Toning*,poorer and gas pipits Connection locations. A•CCNTROI.WIRING ENTRY NOTE:For curb-mounted units. 1315 reNr Is the duct hangar dlnrnebns N the curb to the prop(SIS.of the supply and return air duct connections, Johnson Controls Unitary Products 109