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Plans JUL /12 /2011 /TUE 11:42 AM FAX No P, 002 RECEIVED JUL 2 L JUL 1 2 2011 c i'' Pi{ I'UGA U' JUMP SKY HIGH FAN UNITS y ^.k�l� L dj'.P Idly "f�7 llfl K'( CITY OF TIGARD BUILDING DIVISION S T !�� 1.) C lJ R; P, L C �'� `� "C U; r� T.1 U r r.' MECHANICAL UNIT SUPPORT AND ATTACHMENT MA1 -MA3 SKETCHES SK1 -5K2 (6 PAGES TOTAL INCLUDING COVER SHEET) v.uCTt;A, G IV "./4 ORECOY CITY OF TTGARD May 27, 2011 Approved ' '..a [ , Conditionally Approved [ See Letter to: Follow [ 1 CIDA PROJECT NUMBER: 100053.04 Att.c ed Permit Nu • er: 41 j Add _ lM! By: �Z $*"1.0 Date: M OFFICE COPY 15895 SW 72' AVE, SUITE 200 PORTLAND, OREGON 97224 (503) 226 -1285 3 fax (503) 226 -1670 E -MAIL: info @cidainc.com 'CO R(IAL 1N S AI'- I)L` 1(,N` \R. I;IIT1 'TI `■F P.( 'CI JUL/12/20111/TUE 11:42 AM FAX No, F, UU3 M / CIDA Mechanical unit Attachment cdg TEL (503) 228 -1285 Jump Sky High 5/27/2011 FAX: (503)226 1670 Greenburg RD 100053.04 MECHANICAL UNIT ATTACHMENT- LATERAL FORCES Exhaust Fan on 12" curb Wp := 456.61b Weight of unit L := 44in Length W := 391b Weight of curb W, := W + W W = 495.6 lb w := 44in Width of unit w := 42.5in Width of base h := 43.5•in Height of unit h := 12•in Height of curb hmc h + h h = 55,5 in . Total height of unit on curb SEISMIC PARTS AND PORTIONS (Tigard, OR 97223) Mapped S := 1.061 site class= D Adjusted Maximum F 1,08 Sms Fe' Ss Sms = 1.15 Design 2 SDs 'Sms SDS = 0.764 h := 23.Sft I := 1.0 a := 2.5 R := 6 z = h Air side HVAC component 0 . 4 •ap•SDS'Ip z Fp :_ — 1 + 2• •W Fp = 189.3 lb 0.7•Fp = 132.51 lb Total seismic R WIND LOAD: BASED ON 2006 IBC! 2007 OSSC V := 94,5 Exposure B I := 1.0 K := 0.85 K 0.76 G := 0.85 K := 1.0 Cf := 1.3 q 0 . 00256, Kh•KzCKd'k/V3s 2. psf F := G•Cr•q 1; F 16.32 psf Pwind unit F-L h • Pwinfl unit = 216.91 lb wind on unit pwind F'L'hmc I = 276.75 lb Total wind Controls over seismic E: \adcadd\1010053.03 Jump Sky High Snack Bar\mech unit\lateraIMECH.mcd • • JUL /12/2011/TUE 11:42 AM FAX No, F. 004 AIA CIDA Mechanical unit Attachment cdg TEL: (503) 226 -1285 Jump Sky High 5/27/2011 FAX: (503)226 1670 Greenburg RD 100053.04 • OVERTURNING- LC #! 7 0.60 +W Overturning at base of unit from wind hm Mot = pwindunit' _ 2 M = 393.151b ft M W - w� M = 808.56 lb ft M = 2.06 Mres • p 2 res = Mot Mot - 0.6.M Fug.;- Fupw = - 25.971b we ,ATTACHMENT • Desiipn attachment for 2171h sliding and Olb uplift at unit to curb connection Try #10 sms at each corner. (4) total Pwindunit = Z16.91 lb F Olb Tallow 66 V ' 1401b 20ga curb Per Screw Per Screw 'wind unit Fup U - + U = 0.387 Use #10 screws at each corner 4 'Vallow 2 Tallaw Overturning at base of curb from wind hmc Mot = Pwind' 2 M =- 639.98 lb ft We Mres = 1.26 M rea W Mres = 877.621b ft Mot (Mot - 0.6•Mns) F upw2 '= F upw 2 = 32 lb We • ATTACHMENT Check attachment for 277Ib sliding and 32Ib uplift at curb to roof connection 20ga curb #10 SCREWS W/ 2 1/2" EMBED at 24" o.c. (3) screws each side Tallow ] 3511) Vaiiow 100lb F upw2 = 32.02 lb Per Screw Per Screw Pwind = 276.75 lb U wind + 1'upw2 U = 0.54 b• Va»ow 3ra»o Use #10 screws at 24" o.c. w/ 2 1/2" embed E:ladcadd\10 \0053.03 Jump Sky High Snack Bar\mech unit\lateralMECH.mcd JUi / 12/2011% TUE 11 : 42 AM FAX No, F. 005 M 3 4445 SW BARBUR BLV S UITE 200 .0,,,T NAME; PAOI. NO. SHEET PORTLAND, OREGON 97239 TEL; 503 Z26,1285 FAX 5 03.226.1670 TITLE: BY; DATE: E -MAIL: Ini0®ci ir �_ , ■■■ ■■ �_ e. _...... __w., 1111■ UI r■■■ ■MM■■■■ ■ : �■r ■ ■■ ■■E- i i ifs ■ ■m■r■■■■■■■r■M 11 11■■■■ ■ ■1■ e■ ■ imumunimummommaimmummommoii •1111111U 11 11 � ■■1111 ■■ ■ ■■I ' 4 ■ • ■ v ■■ ■®M�■ ■1111 ■ ■■■T■■ ■■ ■■ ■ ■ ■1111 1111■ r ■ 1111■■■ mo n ■n■ 1111■ ■ ■■ ■■■n Irmo EM■ IMF ®a ■UII ICU ■■ 1111■ ■ ■1■■■■■■I■. 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I I I I I I 5 I m ED 0 (.0 (E) 4x15 —0 500 B MA WT FAN UNI ��� MAX � �� (IN LUDIN CURB) .A -.�.•b. ...4 CEN ER B EEN > (E) 4x PU LINS , ---... 1 I I (6 1 1 I e - 111111111111— .� f Z O 4x1 t °'o�s ! I I I I I I i , FSf 2J 1 I %/ .� 7 7 as OREGON 0 FRAMING @ FAN UNIT ` � ,p 2 .� • 13.2, (0 ,,,,«, EXPIRES: 6/30/13 DRAWIN° TITLE: MECHANICAL UNIT FRAMING DRAWING: P OJECTt Jl*, SKY PM FM W$ 11191 SW GREENBURG RD TIGARD, OREGON • JOB; 100053.04 bATE 05 27 11 � �� `a 18098 SW 72ND AVE SUITE 200 POITI.ANO, OREGON 97224 TEL (603) 226 ^1266 FAX. (503) 226 -1570 ' ^: I ( H 1. T.:1- J I' 1 I I I • I I 1. H I I I; I2 I I (., • 1\ I I � 'f 1 I f I ;` • T P 1 I 'I Iv I i> I • 2011 WA. WC AU. RI1 Hr REEU JUL IL /LU!1 /1UL !l;4D AM t AA !Io, r' UU 'I FAN UNIT - BY OTHERS NOTE: PROVIDE PROTECTION OF THE WOOD SCREWS TO MOISTURE AND DAMAGE #10 TEK SCREW TO CURB —� EACH CORNER OF FAN UNIT METAL CURB PER UNIT SUPPLIER (20GA MIN) FLASHING #12 SCREW AT 24" O.C. W/ ATTACH (E) SUBPURLINS TO 2 1/2" MIN. EMBED INTO BEAM NEW HEADER W/ SIMPSON U24 HANGER < NEW 4x6 HEADER EACH SIDE OF DUCT SHAFT W/ SIMPSON HU46 HANGER EA. END- CENTER BELOW CURB NEW 45(6 PER PLAN W/ SIMPSON HU46HANGER EA. END- CENTER BELOW CURB S /RUCTUR (E) 2x SUB- PURLINS p G�NO/F z� (E) 4x PURLIN BEYOND (E) GLB GIRDER A f/ OREGON Ark SECTION AT FAN UNIT GQ,, e ,3, z� \ C � ` O 1" ° 1' -0" i'' 0 L P G 1EXPIRES: 6 /30/13 DRAWING TAE: MECHANICAL UNIT DRAWING: __ PROJECT: • MIP SIC/ 1001 PM UNITS 11101 SW CREENBURG RD TI0AR0, OREGON SK JOB: 100053.04 _ DA 05/27 11 15895 5w 12NO AVE suaz 200 PORTLAND, OREGON 87224 TEL (503) 226 -1285 FAX; �.m.. (603) Zx0 1670 A I.' I I l ! k I ' F I; '1 I t • f .N I (!i1 I I\,l I1 I, ♦ I I 1 f i I 1 r, ♦ i,N I I'' r (©) zon anti INC. ALL Ryarrs rtoam:.