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P °� 0 www.grouprnackenzie,corn ©2009 GRou• MACUP ZIE. All RIGHTS SSSf RV[a . Aug 26 09 11 : 28a Matthew Olson Constructio 5038920067 p. 5 nt,1CTUR C.� . t t Vii/ ,V 1 • BI • s 0. 0 �'o `$ <,,v . r*Y 4x BLOCKING BELOW UNIT L. SC\W ATTACH TO 4x FRAMING BELOW W/ 1Od TOE-NAILED @ 12" O.C. Ftt : 06/30 EACH SIDE EXIST SUBPURLIN _::=:�:_ ; ;;= :_,, ;: .�tmv. :.;_; it iii 4x FRAMING PER PLAN 4x FRAMING PER PLAN 8412 HANGER w • (r) (ThMECHANICAL UNIT FRAMING 530 LB MAX UNIT 1 1/2" = 1'---0" _,,, rn 0 I 0_ cr OG9 - P,t-DG 3 = SPe-C SPACE T.=. By 6-3S --- G R O U P p _ Date gl,e5 r4c% MgCKENZIE ' 'E,ba Zc�t°`°1 °a Portland,Oregon I Seattle.Washington I Vancouver,Washington Shl. P 4-1 of 0 1 www.groupmeckenzle.com 02009 GEOU► MACREN2IE, AU MIGHT!MUM) . Aug 26 09 11 : 28a Matthew Olson Constructio 5038920067 P. 6 G R O U P -1911 A C K E N Z I E I 1515 5E WATER AYE, SUITE 100-P.O. BOX 14310 PORTLAND,OREGON 97214 • TEL(503)224-9560. FAX(503)228-1285 MECHANICAL UNIT SUPPORT PROJECT NAME: OBP1 - SPEC OFFICE PROJECT NO.: 2090197.00 DATE:08/17/2009 ELEMENT ID: 530 LB RTU•1 3 Ton Carrier DESIGNER: GJS U Wt:= (530.1.05)Ib TOTAL WEIGHT OF MECHANICAL UNIT 1'coin«:_ 143.1b.3.05 MAXIMUM CORNER WEIGHT(use W/3 if not specified) P curb�:_ hU Ip ASSUMES 100/4=25 lb 'lm�h:= 6.140-•ft MECHANICAL UNIT LENGTH w,„uc,:= 31.75.11 • MECHANICAL UNIT WIDTH h„,cd,:= 3541 MECHANICAL UNIT HEIGHT !sub:=.8-f SUBPURLIN SPAN s:=2.ft SUBPURLIN SPACING 1) T U Rq tpur:_ 24.58333-ft PURLIN SPAN ' �S k.0-k1� Ne . 1. B0 - 0. , Loading: Ct‘Al. 21 °' ti Design ',71f L. gGR DL:= 14.psf DESIGNED.DEAD LOAD SL:=25,psf DESIGNED SNOW LOAD EaC ITS.-_-06(--a2--2/1/ -I Reduced w/MU mist 1.5•psf purlin:= 2.0.psf DLrea,ccd:= DL—purlin—mist REDUCED DEAD LOAD BEFORE MECH UNIT DLreduccd= 10.5 psf M:\Meth Units12090197.00_013P1- C 1 of 6 8/18/2009 •Aug 26 09 11 : 29a Matthew Olson Constructio 5038920067 p. 7 FRAMING - With 'Length' of unit oriented parallel to joists REFERENCE DETAIL "RF-09C" • • 4x6 DFL#2 - Punit:= Pcorner+Panty r MAX WEIGHT DELIVERED TO ONE CORNER Punic= 175.15 lb P �DL + SL�•I ]s"b—Wmechl Imech+ 2ft TRIB LOAD FROM NEW 4X6 P =307.068 lb framing = reduced \ 2 /I 2 framing= 1 ALONG LENGTH OF UNIT w (SL •(wmeolil TRIB SNOW LOAD FROM MECH w 46.875 If snow•= ) 2 snow= P Wsnow'1 mech Psnow'= 2 Psnow= 143.93 lb Mmax (Puna+ framing+Pa,ow} Isub MAX MOMENT IN FRAMING Mmax= 15.028k-in 4 • Vmax_4x6 Punit+Pframing+ "snow MAX SHEAR IN FRAMING Vmax_4x6=626.148 lb SREQ:_ MUM REQUIRED SECTION MODULUS = 11.169 in 3 900•psi•1.15.1.3 SREQ A _ 3 V,nax_ax6 REQUIRED CROSS-SECTIONAL AREA A =4.537in2 1t�Q 2 180.psi•1.15 �Q S4x6 3.5 in(5625•in)2 DEFINE ACTUAL SECTION MODULUS HERE S4x6= 16.078 in3 A4x6 3.5 in•5.25 in DEFINE ACTUAL AREA HERE A4x6= 18.375 in2 BENDING:= if(SREQ<S4x6,"OK","NO GOOD") OK BENDING="OK" SHEAR:= if(AREQ<A4,6i"OK","NO GOOD") OK SHEAR= "OK" M:1Mech Units12090197.00 OBP1- C 2 of 6 811812009 •Rug 26 09 11 : 29a Matthew Olson Constructio 5038920067 P.8 JOISTS: 4x16 DFL #1 LENGTH OF SEAT: Iscat 1.5-in DEFINE LOCATION ON PURLIN: x18:= 1-fl x2a:= x1a + Iamb x28=7.141 ft 0pur (DLreduced+ SL).),,,b DESIGNEDTRIBUTARY ROOF-LOAD tip,, =284 plf I,„:= Ipur—2-Iscat BENDING LENGTH OF PURLIN I,,,=24.333 ft iv:= Ipur SHEAR LENGTH OF PURLIN 1.=24.583 ft wpur'Im 2 MOMENT DELIVERED BY ROOF Mroof 8 M,mf=21.02kft P Punic (P unit P g p 'sub— Imc POINT LOAD ON PURLIN Pmcch=320.651 lb mock unit unit fnmin snow isub M P [ • —x}e)+X� �t —x2n)]MOMENT DELIVERED BY MECH UNIT mcch h' 1 E Mmes},= 1.925 k•ft m Atipm,:=. Mawr- Moloch TOTAL MOMENT, ASD Mm„=275.3 k•in mpur'1v Vroof 2 SHEAR DELIVERED BY ROOF Vroof=3.491 k Vmcch Pmech-2 1v 11a x28 SHEAR DELIVERED BY MECH UNITS Vmech=535.116 lb Vmax Vroof+ Vmech TOTAL SHEAR, ASD Vmux°4.026k 1 12 9 Cf'° f 16� Cf=0.969 :—\\ JJ Mmax REQUIRED SECTION MODULUS 3 1500•psi•1.15•Cf S}EQ= 164.803 in 3 VmBx REQUIRED CROSS-SECTIONAL AREA A 29.174in2 '/' := 2 180-psi-1.15 R1 Q 3.5•in•(15.25•in)2 S4x16= 6 DEFINE ACTUAL SECTION MODULUS HERE S4 16= 135.661 io A4x16 3.5 in 15.25 in DEFINE ACTUAL AREA HERE A4x16=53.375 in 2 hata19.,:= if(SRFQ<S4x16,"OK","NO GOOD") OK BENDING="NO GOOI ��+= if(AREQ<.A4x16,"OK","NO GOOD") OK S IEAR ox" TRY ADDING(3) 2x4 DFL#2"LAMS"TO BOTTOM OF AFFECTED 4x16 JOISTS =275.343 k-in Fb:= 1500psi•1.15•Cf Fb= 1670.7 psi Mmax Sx_neq F ' Sx_ree= 164.803 in3 b b4x16_odd:= 3.5in 64x16 ndd=3.5in 4,16_edd:= 15.25in+ 1.5in+ 1.5in+ 1.Sin d4x16 tdd= 19.75in M:1Mech Units12090197.00_0BP1- C 3 of 6 8118/2009 •Flug . 26 09 11 : 29a Matthew Olson Constructio 5038920067 p• 9 3 b4x16 add'd4x16_acld 4 14xI6 odd 12 14x16 add 2246.9 in d4x16 add C4x16_add e- 2� C4x16 add=9.875 in 14x16 add - Sx_4x16 add _ Sx 4x16_add=227.536 Ip3 04x16 add ADDED_LAMS:= if(Sx req<Sx 4x 16 add."OK" ,"NO GOOD") ADDED_LAMS="OK" CHECK SHEAR FLOW, v_ C 15.25in Q:= (1.5in-3.5in)• + 1.51n Q=47.906 in3 Vmax•Q v:_ - v = 1030pIf 14x16 add Vnllow SDS 3501b v•ft Numreq:= NUnlrcq=3 Val low SDS ADD (3)2x4 DFL#2"LAMS"@ AFFECTED 4x16 JOISTS, ATTACH W/ INDUSTRIAL STRENGTH GLUE AND SIMPSON SDS 1/4 x 6 SCREWS @ 6"O.C. STAGGERED (4 SCREWS PER FOOT) GIRDER: GLB 6.75"x28.5" Iglb:= 4G.667ft GIRDER SPAN Mglb:= 143.5k-ft MAX MOMENT IN GLB W/UNIT Vglb 10.25k MAX SHEAR IN GLB W/ UNIT Mglb REQUIRED SECTION MODULUS 3 ' " ' 1600•psi•1.15 SREQ=935.87 in 3 ug REQUIRED CROSS-SECTIONAL AREA A =76.398 in2 43'14:— 2 175•psi•i•1.15 AREQ S 6.75•in(28.5•in)2 GLB DEFINE ACTUAL SECTION MODULUS HERE S 913,781 in3 �_ 6 SG = AGtp:= 6.75in•33•in DEFINE ACTUAL AREA HERE AGLB=222.75 in2 M U M= if(SKEQ< 1.05SGLB,"OK","NO GOOD"plc (w/in 5%) BENDING="OK" T = if(AREQ<AGLB,"OK" ,"NO GOOD") OK SHEAR="OK" M:1Mech Units12090197.00_0BP1- C 4 of 6 8/1812009 .Aug , 86 09 11 : 29a Matthew Olson Constructio 5038920067 p. 10 ANCHORAGE seismic Fa:= 1.126 S,:= 0.935 2 Ip:= 1 SDs:= 3 F,;Ss ap:= 2.5 RP•= 6 h,:= 34-ft Wt= 556.5 lb Sps=0.702 • hr:= 34-ft P 0.4 apRpDS•lp ( + hfl p F • -• 1 2•— •Wt P = 195.296 lb F F,:= 1 4 Fs= 139.497 lb overturning hmcch =3.5 ft wmech=3.75 ft haled Mar = Fs' 2 MoT=244.12ft-lb MREs:= Wt w'mech • MRES= 1.043 ft k 2 MREB FSoT:= FSoT=4.274 bg0.1. MNET:= MOT-MRES MN l•=-799.317 ft.lb screws n:= 4 Tension:= MNET wined Tension=-213.151 lb negative tension means tensile force is zero Shear:= Fs Shear= 139.497 lb #12 screw with 1 1/2 inch embedment: Tojow 154•lb•1.5•n 2 Valbw:= 161-lb•n check combined • combined:= if Tension + Shear <133,"OK","NO GOOD") combined="OK Tallow 'allow JJ M:\Mech Units12090197.00_08P1- C 5 of 6 8/18/2009 •Auro, 6 09 11 : 29a Matthew Olson Constructio 5038920067 p. 11 HANGERS Vmax 4x6=626.148 lb Vatlow LUS:= 11501b HANGER:= if(Vmax_4x6<Vullow LUS,"OK",'NO GOOD") HANGER= "OK" USE SIMPSON LUS46 HANGERS 4x6 TO 4x16 CONNECTION • • M:1Mech Units12090197.00_0BP1- C 6 of 6 8/18/2009