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Specifications - COO C173 . HFC -Cw h r''' .,17--..1-v r:.,D FEB 9 2016 JUMP SKY HIGH crrY OF i 04,` ,AFiD T5 IGARD OR Bkill D1N5 ryvIsloN STRUCTURAL CALCULATIONS MECHANICAL UNIT SUPPORT AND ANCHORAGE: MAI-MA6 SKETCHES: SKI-SK3 ucTv ,j4,c:'%:c,‘„)..01 thit8iltit /2 (10 PAGES TOTAL INCLUDING COVER SHEET) / - ,G0 0 0 N .e.,9 0,,,kfct-7, December 28, 2015 . 7171;71- ____f_.,277] PROJECT NUMBER: 150187.01 4,ii.': t3/4,4, ,T4 11 il ',04,44,4)041.,,1 464.44444 hig ikit IkJ,, Mil U tAfkkike"": f 15895 SW 72ND AVE SUITE 200 PORTLAND, OR 97224 PHONE: 503.226.1285 FAX: 503.226.1670 INFO@CIDAINC.COM WWW.CIDAINC.COM Firm! 5 895 SW 72ND AVENUE,SUITE 200 < .11,,,,rfol„,, ,.gile, PORTLAND,OREGON 97224 ' 0 pragt,01: TEL:503.226.1285 FAX:503226.1 670 644,0141, RimmtigC?. E-MAIL:info@cidainc.com '..K-Mit.48 14, . . • 4/h 1 UN0/ SHEET 51, .. . :.,. U ,. ,,.. 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Lic.#: KW-06006865 ^`" ^ ^ ' -'� � ` � �~ ^ � ~ ~ - ' ' � - —' �� ~— ~ ' ' ID Doscription: glulam Check CODE REFERENCES Calculations per NDS 2005IBC 200CBC 2007,ASCE 7-05 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 2`4000 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 1,850.0 psi Ebond'xx 1.880.Okoi Fo'Pd| 1,650.0 psi Eminbend-xx 930.0 ksi Wood Species : DF/DF Fx'Pe� 650.0 psi Eh�d'yy 1.600.Okui Fv p� Eminbend'yy 830Ok� Wood Grade '24F-V4 265.0 . ' Ft 1.1OO.Opsi Density 32.218pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling { - --- - — -- ---- - ' - - --- -- -- ' -- '-- - -- -- ---- --- — . � /mo am»» »N 709) * * ! | � � Iti,,Liligir,0:24,',.„Ak_.__l;„,,,,tlzx'-Yre;L;::,,,r:ii,/titATN5A;kli.tx',-ftlit'',-;ijitH,,,,i,I,,tsi'*-t,i;,.i:t;',I,:t.. c4t4,444-,41.,.;:,:j.rit-tt,it,,,dfzett14kt-t) ;4, ^ { 3.5x13.5 Span=23.250 ft Loads `� ^ ' �_ _��� Service loads entered.Load Factors will be applied for calculations Uniform Load: D=O.01B0, S=8D2SUksf, Thbutuni Width=3.250 ft Point Load: 0=0/4700k@ 8.125 ft Point Load: D=D.47O8kfit 16125# DESIGN SUMMARY Design OK StressRa�o 0.516 Maximum8hoorS�aomRado = 0.197 � 1 Maximum Bending = ) .~~.. 1 _-_ ---_- �__ Section used for this span 3.5x13.5 Section used for this span 3.5x13.5 fb:Actua = 1,423.37 psi fv:Actual = 58.37 psi FB:Allowable = 2.760.00psi Fv:Allowable = 295.61 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 11.625M Location of maximum on span = 22.147h Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.416 in Ratio= 670 Max Upward Transient Deflection 0.O0OinRatio~ 0<360 Max Downward Total Deflection 0.541 in Ratio= 515 � Max Upward Total Deflection 0.000 in Ratio= 0<240 Overall Maximum Deflections uoad Combination Span Mux.^-'Deft Location in SpaLoad Combination Max.°+'Deft Location in Span oOnly �--- ---'- '- - 1 0.5408 - 11.710 -------- - ---------- ----- 0z000 -'— 0.000— Vertical Support notation Far left is#1 Values in KIPS Load CombinatioSupport 1 Support 2 -VveraUMAXimum -- --------1.982— 1]82 --- — Overall MINimum 0y4 0.945 +D+H 1.038 1.038 +D+S+H 1.982 1y8 DOnly 1.038 1.038 Design Maps Summary Report Page 1 of 2 mA 3 us Design Maps Summary Report • User-Specified Input Report Title Jump Sky High Thu October 1,2015 16:54:50 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 45.44003°N, 122.7799°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III lo�Y . mtQ. I 1=5 ,�. • ' ,� j + 1y ,,;.,fir ' i r .1 I �x i e _-• ' ` ...a 'i-4, tort ' E .1�F f�) ,i i-. ♦ ` +• t?' t ,! i 1 - l Rnkdt}!let ' ,,r ovtel opio i, 4(p'.l- ,,,,,B., 111*>7 1111 - , w.--,t-a„ - ,.....7-1 ..,„t , ,-:-.70 Fr it Ill- 41. i tt 1 ill al 1 ,,, „3, i_c, litit i t 11 , •, „1 1/1 ' , );,... -tea:..•ez L-/ k'441 1 , ,,, pi,. w Sri d tit , ;„ �'.7" ....mono' •-'1} '113) `g:` ' 3k. .� ":4- '�j{','y��..,,t '*4y '. p„, , , ,FitAliq 1¢a { � -- Bpk. k ht- 1 #•- t,- r�(- `,-NA, j f7 i, f• l\•' g ` tom ' ��'� ' 1 � }tiN OAR } ,.. 4,,.....:51,,, �i #r ^ " i 4� ` i. ,.,Y. •-" - P&cholic r KnaCly_,..i.•(. ‘ i A. 4RyiC,1. ,-r , 44 47 * ' L--- r-'40',1,-ciP,, 4. . 4.:t1 , .4.....% „,4,,,,.....,,, , „, „ ,, „ „ ...,, r °, -4011111 '0 g alt'°7a ' +.; 4' �.. tL 1 + 41' x1 i } ,. •� ! r,, n aPclue�st r�: t' - 6- 15 r` f _ MapQuest USGS-Provided Output SS = 0.974 g SMS = 1.081 g Si, = 0.721 g S, = 0.424 g SMS = 0.668 g SD, = 0.445 g For Information on how the S5 and Si values above have been calculated from probabilistic(risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCEx Response Spectrum Design Response Spectrum 0.08 1.10 0.00 O.D! 0.72 0.00 0.64 0.77 0.56 SO 0.66 Or 0.40 H 0.55 N 0.40 i 0.44 0.32 0.33 0.24 0.22 0.16 O lI 0.00 0.00 0.00 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1.60 1.00 2.00 0.00 0.20 0.40 0.60 0.00 1.00 I.20 1.40 1.60 1.00 2.00 Period,T(sec) Period,T(sec) For PGA,,,TL, CAS, and Cpl values, please view the detailed report. htto:llehn2-earthouake.wr.usas.Qov/desiunmans/us/summary_nhn?temniate=minimatRrtatit 1(t/i/9(tt c MAI CIDA Mechanical unit Attachment RNH TEL: (503)226-1285 Jump Sky High 10/2/2015 FAX: (503)226 1670 150187.01 MECHANICAL UNIT ATTACHMENT-LATERAL FORCES 12.5T Mech Unit on curb Wp:= 12991b Weight of unit W,:= 1501b Weight of curb Wt:= Wp+ We Wt= 1449 lb L:= 88.125in Length wm:= 59.5in Width of unit w := 55.5in Width of unit base hm:= 49.375•in Height of unit h,:= 14•in Height of curb/base hmc:= hm+ he hmc=63.38 in Total height of unit on curb SEISMIC PARTS AND PORTIONS (Tigard, OR 97223) Mapped SS:= 0.964 site class= D SDS:= 0.721 0.2-Sin=0.14 0.7.0.2•SDS=0.10 h:= 26ft Ip:= 1.0 ap:= 2.5 RP:= 6 z• := h Air side HVAC component 0.4•aP SDS'Ip z Fp:= •(1 + 2 •W Fp=468.29 lb 0.7•Fp =327.8 lb seismic on unit RP WIND LOAD: BASED ON 2012 IBC/2014 OSSC Vas:= 120 Exposure B (LRFD wind) Kh:= 0.70 I := 1.0 Kd:= 0.85 Ka:= 1.0 GCr:= 1.9 GCr_vert 1.5 qz:= 0.00256•Kh'Kzt•I{d'Iw.V3s2.psf F:= GCr•qx Iw F=41.67 psf Pwind unit F•L•hm Pwind unit= 1259.26 lb Pwind F•L•hmc Pwind= 1616.32 lb Total wind Controls over seismic WIND LOAD: BASED ON 2012 IBC/ASCE7-10-VERTICAL Fvert qi GCt Vert Fvert=32.9 psf Pwind unit vert Fvert'L'wm Pwind unit vert= 1198.02 lb E:ladcadd\151Jump Sky Hlgh\Structural UateralMECH on curb.mcd /ilfl 5 CIDA Mechanical unit Attachment RNH • TEL: (503)226-1285 Jump Sky High 10/2/2015 FAX: (503)226 1670 150187.01 OVERTURNING- LC#7 0.6D+0.6W 0.6Pwind unit=755.56 lb Overturning at base of unit from wind 0.6Pwind unit vert =718.81 lb hm Mot Pwind_unit'2 Mot=2590.67 lb ft Pvert 0.6Wp—0.6Pwind_unit vert Pvert=60.59 lb < 0 wind uplift is greater than weight of unit (0.6Mot) Pvert Fup" we _ 2 F„pw=305.79 lb Design attachment of unit to curb for 756Ib sliding and 3061b uplift— 18ga curb Try 6' long 16ga clip ea side w/ (4)#10 screws to unit and (4)#10 screws to curb 0.6Pwind Vciip 2 Vaiiow clip= 626.43Ib FupN,=305.79 lb Per Clip 0.613wind_unit=755.56 lb Voip=484.9 lb Vclip Ushear= V Uwe,=0.77 allow clip Fupw Utension= Utension=0.49 Vailow clip Use(1) 16ga clip per lona side and(1) 16ga clips per short side E:\adcadd\15\Jump Sky High\Structural UateralMECH on curb.mcd AAA CIDA Mechanical unit Attachment RNH • TEL: (503)226-1285 Jump Sky High 10/2/2015 FAX: (503)226 1670 150187.01 LC#7 0.60+0.6W Overturning at base of curb from wind hmc Mot Pwind' 2 Mot=4268.1 lbft 0.6Pwind=969.79 lb Pvert 0.6Wt—0.6Pwind unit vert Pven= 150.59 lb (0.6Mot) Pven F°pw' H,c 2 Fupw=478.41 lb ATTACHMENT Check attachment for 970Ib sliding and 4781b uplift at curb to roof connection. 18oa curb 0.6P 969.79 lb Fupw=478.41 lb wind= #10 screws w/2 1/2" EMBED at 18" o.c. (4)screws each side (16)total tscrew:= 135•lb dscrew 1.67in Tallow screw tscrew'dscrew'1.6 Tallow screw=360.72 lb in - Per Screw Vaiiow:= 1161b•1.33 Per Screw 0.6Pwind Ushear B•Vallow Ushear=0.786 Fupw U • tension 4•Tallow screw Utension=0.33 Use(4)#10 screws per side—(16)total E:\adcadd1151Jump Sky HighlStructural lateraIMECH on curb.mcd vaizttp . �,, ►.PROFes ' / 4tarir-:,P 7 i. .,., ,,, 4.1,/ -:1-,.. • OREGON AN RIo. 4 o ce L/p • 13, lu �(< 0 T's D. GPS' EXPIRES: 6/30/17 I 1 I I I I I I I _ I ( ) 4x1 D= ( ) 2x UBPU LINS ce w Lu 1 5 I I I I I I I I I I I5 m m —J 1300 B MA WT U IT ON CURB I CENTE BETW EN (E 4x P RLINS w ( ) 4x1 (N) 1/2'x13 1/2" GLB LOW z J Q. a iIAnik I I 23 Itn I I I f? Itgrx x Tr _. _ z (N) 1/2 k13 1/2" GLB LOW (_) 4x16 T _ I I I I I I I 0 I I I I 1 7 N 0 FRAMING @ RTU 1/4" = 1'-0" DRAWING TITLE:MECHANICAL UNIT FRAMING DRAWING: QPROJECT: SIA 1 �# JUMP SKY HIGH ARCHITECTURE 15895 SW 72ND AYE SUITE 200 M ENGINEERING PORTLAND, OREGON 97224 11101�pSW GREENBURG RD SK UPLANNING WARD, OREGON 97223 R INTERIORS TEL : 5 0 3 . 2 2 6 . 1 2 8 5 LANDSCAPE FAX : 503 . 226 . 1870 JOB: 150187.01 DATE: 10/1/15 ® 2015 aDti MC.kl.mans RESEW° 001211t4p, t 1$7000 �R •EGON F 93, 2d' �cs� C�,Q�lS D GPC� EXPIRES: 6/30/17 MECH UNIT— BY OTHERS (4) #10x1/2" LONG TEK CAULKING SCREWS PER CLIP AT BASE OF HVAC UNIT AND °° AT CURB 1 16GAx6"CLIP AT EA. SIDE OF UNIT i METAL CURB PER FLASHING UNIT SUPPLIER (16GA MIN) #10 SCREW AT 18" O.C. N'241, W/ 2 1/2" MIN. -�' (E) 2x SUB—PURLINS EMBED INTO YX HEADER OFF AS REQ°D FOR DUCTS I . Plmilliii7-: (E) 2x SUB—PURLINS SIMPSON LPT4 FA. END OF BLOCKING (E) 4x PURLIN ENMDPSOF 4 3 EA. ` BEYOND SUB—PURLIN (N) GLB PURLIN (E) GLB GIRDER 0 MECHANICAL UNIT FRAMING 3/4" = 11-0" DRAWING TITLE:MECHANICAL UNIT FRAMING DRAWING: P PROJECT: , 0 W 2 encHTecruac 15895 SW 72ND AVE SUITE 200 JUHIGH ENGINEER"G PORTLAND, OREGON 97224 MP SKSK UPiANNiNG TIGARD, OREGON 97223 INTER1oRs TEL : 5 0 3 . 2 2 6 . 1 2 8 5 LANDSCAPE FAX : 5 0 3 . 2 2 6 . 1 6 7 0 Jo®: 150187.01 DATE: 10/1/15 © 2015 ao&INC.AU.rages mow OXIII-ekt* i`V,.pR Ffs — cV * . 1,,, ? 6/-0 .7. Avor-lie'EGON ° b NOTE: SEE 2/SK FOR EXPIRES: 6/30/17 REMAINDER OF INFORMATION AT CURB MECH UNIT— BY OTHERS N r NEW 4x BLOCKING ��'� BETWEEN SUB—PURLINS Ilt i '\)(11 ,... • V NEW 4x SUB—PURLIN 1 1 BEl1NEEN (E) 4x iii + • ti N. PURLINS — SIMPSON H410 FACE MOUNT HANGER AT NEW PURLIN (E) SPRINKLER TO PUSTAY � (E) 4x PURLIN ~(E) GLB GIRDER BEYOND 0 MECHANICAL UNIT FRAMING 3/4" = 1'-0" DRAWING TITLE:MECHANICAL UNIT FRAMING DRAWING: QPROJECT: p 3 JUMP SKY HIGH ARCHITECTURE 15895 SW 72ND AVE SUITE 200 ENGINEERIrrc PORTLAND, OREGON 97224 11101 SW GREENBURG RD SK UPLANNING TIGARD, OREGON 97223 INTERIORS TEL : 5 0 3 . 2 2 6 . 1 2 8 5 LANoscAPE F A X : 5 0 3 . 2 2 6 . 1 6 7 0 JOB: 150187.01 GATE: 10/1/15 © 2015 awe arc.ALL IGGMS mem