Loading...
Specifications 73U p20 ([ '4©o95 13 5.3 5 s v✓ 721,-x( `. A i_ ENGINEERING STRUCTURAL CALCULATIONS PROJECT: 72 Building -- Suite 200 Glazing PROJECT No.: A11072 DATE: May 9, 2011 PERMIT SUBMITTAL 1` PR o , c � 2 86423PE � Client: jGc F MDG DREG N y�O <` ,'20 4.' Contents: C L Si? Sketches S1-S4 Ari Calculations 1 - 5 4875 SW Griffith Drive I Suite 300 I Beaverton, OR 1 97005 503.620.3030 tel 503.620.5539 I fax w w w. a a i e n g. c o m . .... , • . . . I' O O O f O (J Finish Schedule Keynotes U Z Floor Iii — 1. N .,LL 7:1,.,....,., ) /!'1.�� a a.rl i n ¢ n w. •p 010.1 010 MP( n mvr. Mr. Oenalsoun r. O k MIX r.rl.ils .r Keynotes macaw oasma DOOR MO roar, moth worm rp ,rarrn wlelr ro Si keeled toe 1. , 1OI.0,.471 IOW MORMO n `^,— 11 0 Boos ■WI T -r a rd iF,w.n rOrr N, .a Mr. 1.� x/7af. 3A, MI al V l - _ - ' 00 T - _._ -..__ - - _- a O Y.m rnsr n p,. 11 INl 01•711t 11011 �M W .. n _ _ a o -- - -- —_ ---- _ W I - I. r Ir -1111 ���II -- - -- -- - _ 1 Wog FIYh , - - - - ,n 00411X NAM vn. - se OE �s�— 1 - _ — .. . - � a f i t p1nN w+..n .Nn n.INr ) a lo.�wmlr r 2 .M w -rrr n t o -: w., I l ,I: ,N. O. # MO' ° ° �rNpro.N.n b aNnr,. IN MIL. o,,,.n, 11 8011104. nl,. r, YW a,, ' i Jy ' . " O O O L , M �+��,, .r°` w "a' ..I St 11 1 i s I! "„ N.....-0 O O O [� E O I r 12 I. 1•-r I tr-r moon 101.11( NT .Mato s � - y L _ � .d' d ® Eat f , , OW, 817 Ankh o v. v� e a 05/110, I AN MI MT llrwa m l M mm aan�r K.. II �. o: ; � J ...._. , r I, 6:41t. i9 Symbols e II moor r... ,,.... >< _ Ix. WNW o '� "' , � ( r� DOM M" . m / a IO " : . � � r ITY N czA ` S ee m ML MOW Nm.+ r MIX MI eV 1141, o nn I II p w� r r _ r-4 a a Ir I md �— .. I IIIIIIIII II �i .4 ,0 ©© to - . .>, ;r '740F .4M I fly ♦ O F .,11111111 - -- O � m ©- � S i'>1► 1111111 11� f]'�G■ I r rl.« 0 1 1111111 _ -_ _. .. _ r Schedule __.- Nhuva Pacific N.W. ❑ k3: -' Door L, 'tom ® a ©- �..Irw. �I ' -- - --' n ..J S r u 0 F I/ - C, — _L. - I�.d . E.'1luamma� 0�0 Properties CO s.�F1[� I 1� � { a ��I m�a s� �au � 11.11 s 7._ Ir-K pF�J["CSi ®a1��00 WOW Ma Pow= ■ I„i . t R yn r . li � f '.F p 11 17 rlf ,r sun me a. m 0A/C0 811107•10 p� 'u - 0 —O Door Hardware Reduction TT srmw 03 il Cil2Z-1 of ,mn rr . i•• x rr . , I I I .M ,Mt 00. M�) O,OI Su Ite200 O I I I POTION PIVOT e o ,,IM, O. C r- �.- O 1 �.. �, Ik u MIS Sw r>..I.R, u. n I I : i�w 1 . or..-. u Mr.Uw a�rn s rN.,r x IN Tr.M rw.r - e , a • O _ __ II .- — �, , swan. .. p I Second 2 MIA alms I STOP Iv MOT 4)/ s .M M9 MO ,p)Y Floor Plan ® Second floor Plan -- Door Types -- -- \ \ F—. i ® •19. i�>, i / • A a • . �.yr.... I ft aalrr All 411 6wrn M (Tw1ar1IT s.T er.N .151, I,w1v. I NM Cho. Permit Submittal - May 2011 A I Si oP tj :{ t. GLASS tkoci -s Ar5 126120111-60 MIN. DEFLECTION HEAD J BEAD AND SEALANT, 5fr1gaHC TYPICAL 1 Ca�� Zx /(G 1 "x1'ALUMINUM CHANNEL o WITH #8 k SCREWS AT 2' —O" 0 C MAX -0) -r�MP G � S S YN / p1 $'' y " GLAZED WALL WITH FROSTED FILM, COORDINATE' WITH OWNER AND TENANT FOR FILM LOCATION / ((0061 -TO 1 X1 ALUMINUM CHANNEL TO SLAB WITH PAF, .0145"0x EMBED MIN, AT 12" 0/C A 'veer FLfl - S 4" RUBBER BASE, MATCH EXISTING r 0 • c LAZ,44 -rm) � AA afghan ausciates, inc. 77' SL-tc _ .511176 Zoo GLAZIAIG B s Date: /1/0r ENGINEERING 4875 SW Griffith Drive I Suite 3001 Beaverton. OR I 97005 Project No.: A lla7 Z 503.620.3030 1911 603.620.5539 Ilex www.aaleng.com Sheet: S2_ of: ski i S — C eL 2�-2 " Cope STUD FLitrJc TO (d bU EJ' s-re.uf- (y) $t /o SM5 3 Ji 5'r ----' Ti? . p /000 STtWT Yd got-TS o tz- RobS - , A fr4D Lock_ L„/hs s 6Acf! 4 / y - o ,,._ . X • ?act ft a/kS fE� ` ; - - _-'' G" of SO�sf �, pJ,,,vti...._ poi..er-S : 1 ' / C,m5/5a -33 AT 2.4 /L Mb 6CO1I5b -3 TbP I + 3(0lSl(.1 - Aso) 6Th . 6 y ' o r't j; f 1• 1 I 4/g 945 .. 1 ? . O D .ii I . 1 EL / 'J - o ' S f r1 L4 SEc- -+��o,�I • AA I afghan associates, inc. 7Z t -LY - Sv )TE ZG 6c A Z,,+(� B 5 Date Y ( J ENGINEERING 4876 SW Griffith Drive I Sake 3001 Beaverton, OR 97005 Project No.: /4 no-7 503.620.3030 tel 503.520.5539 I fax c i www.ealeng.com ._ _._ Sheet: VI of: Sel ) NA? (—) 13 �fl C/IS ro pac-t- f 0) E C3) Eo (6) a � r I % ` • ' Ar I % T1 P1� . /J ‘ pe.lL c !J o Cy) #/o 5 ti s o . - - - - - 5T- 71/ 3�z S /ILL— t i3 X !o « be/Ti" ?O (E) 5'r 3ca-s/ La_ - �3 ft- (YCV-4 L (5 0Ac CodAL kr co F 2t & 3 >/ = 0 " C / I afghan associates, iu. 7Z lb 9—VC; — S v rTe ZOO GLAZM/C, By nS Date: PAY 1 ENGINEERING 4675 SW Griffith Drive I Suite 300 9eaverton, OR 1 97005 Project No.: 14807 2 — 503.620.3030 1 tee 503.620.5539 tex www.aaleng.com Sheet: S of: 77'`1° 19..pc - S',,1Tc zo° L 2-'4 Rooqcri0,/ of SUir6 Zon /3 s S'4 72. AA., Sa le ZOO rg -D,oz- 77e-2-5 /fool, 13 Q + S Q s f- (Z41 t444u Pit67. G, LASS t4 tic. 04 f + / ?C Gt`A55 PeS 4 Sy —51 8 • OM 1 = d./ zr Thre,P flak C,l rssS1 ca /.Jot sibe-riketleAc, oxicrs5' 44 3(ex/z) `. / It AA! AIphnn usaietu, inc. - 7 Z'"' (dc.. Da — SV f •E 7.00 C, LA Z, JJ Z By: �S Date: PM �/ / Y 1 ENGINEERING 4875 SW Griffith Drive I Suite 300 I Beaverton, OR 1 87005 Project No.: I I 07 Z _ 503 620 3030 I lei 503.620.5538 I fax www.aeienn.com Sheet: of () g orror -, c4 I ., LwJ t Z0 �p /v '' 0 / I : zo ( Z) r /0 > / t 9 3+ IT2..) f s - '/z 1 /, 4 t / {, _ `V� f it (Ion" 4549 ,5P420(6).0'r1‘ (11. -) 0°,44Er_Ti0"r : LX I x % G4/0J4Ec.._3 J zo /, (Z ° ti) 4 y0 1` E 0.1/ S►for Ns a ,Z''°.] -T s 20 /s = S/° ti /, (Z' 4) 4..) ` 813 <A. qo VAL tlo yv ye_ . Tor ch , L pp 1 It-- 1 'AL I1 = TO (J , s) L 30 ., e/, z, k Q - 0.0'/ 1 % ( ' A , z(N,� Z o.oz. € no . = 0.0L Co4I1J[x 4 : 70 EGA ‘I zo ti j - c _ ; 70 - kto ' Fvtr Ptisrt /c21.1.21 rj = 30 > {rtEOD / 5T 3tra(7s)Ig- 1- cc L 3 °17:3)/ u . S _ � I _› L 6 Sr+s3 G.T. Q eEJ /zyo 2ya Cu +,1A.® iv ? _! AA I alglan associates, iac. 7Z rl0 bL.UG — Si r re 2 Gc.,q Z 4C By: VS Date: tim ii ENGINEERING 00 4875 SW Griffith Drive 1 Suite 300 1 Beaverton, OR 197005 Project No.: 7 503.620.3030 t tel 503.620.55391 tax www.aaleng. corn Sheet: Z of: r 1 HDE2 WA+-l_ 5 S CO:* Q ( /.5'x 3.5 z • /S -Lr /r L7. /s, zs (y )y 3o.r "moo = 3x''.021) s O. o f e (-4) VdxYrlso -S33 (Z- ` (0 l _fcao o , Zz.- S�jS.zr) N Y O,O a S A _ 11 %., = 044.- if'EC. C m. ) Co44trjr,o J _ ' 6r (Z) . ,z. >z ( `*8 sr►sj J„'(i) / (oy =WL 5Ac J R � s (2) 8 /go /.s Kg /80 (3)444, r 3610 R5 r �ohcos S ys oq /. s s 3 4 , ELY) 'Jtasfis P --> g. = • / $0 4` /41.4 ...0%.1 • C y) /77(/.53) • 991 AN„ s 4, * > [36z3 /t2 • v3 a y '°¢J v ( z:4 Rim,* vs • 7°_ ( /.T 3) * S480 > SD9 Y SG¢E• 5 3L + t /• 3 S [LC) a /0 sms 3 (e)61 (0)77 • AA I ellbn aasaciak's, iac• 7 Z A n ' i s t _ R ; - 5 r ZOO G L.A ZIA By: V5 Date: /'IAY 11 ENGINEERING �//01 � 4875 SW Griffith Drive Suite 3001 Beaverton, OR i 97005 Project No.: 503.620.3030 1 101 503.820.5539 'fax 3 www.aalang.com Sheet: J Of: • 1996 AISI Specification ASD DATE: 5/4/2011 SECTION DESIGNATION: 362S162 -43 Single INPUT PROPERTIES: Web Height = 3.625 in Steel Thickness = 0,0451 in Top Flange = 1.625 in Inside Corner Radius = 0.0712 in Bottom Flange = 1.625 in Yield Stress, Fy = 33.0 ksi Stiffening Lip = 0.500 in Fy With Cold -Work, Fya = 36.3 ksi Punchout Width = 1.500 in Punchout Length = 4.000 in ALLOWABLE AXIAL LOADS INPUT PARAMETERS Overall Stud Length = 10 ft Load has not been modified for load type or duration TOTAL ALLOWABLE AXIAL LOADS (lb) WEAK AXIS MAXIMUM CONCENTRIC LOADED BRACING KL /r LOADING THROUGH WEB NONE 196 869 607 MID Pt 98 2227 1236 THIRD Pt 83 2883 1469 fo Connections for use with the 2001 North American Cold- Formed Steel Specification IV - 0 Table IV - 4 0= 2.50 for panel and deck Arc Spot Welds = 3.00 for other applications Tension 4 = 0.60 for panel and deck = 0.50 for other applications Nominal Shear Strength per Weld, P,,, kips Total Fy = 33 ksi, F„ = 45 ksi Fy = 50 ksi, F„ = 65 ksf Sheet Visible Diameter, In. Visible Diameter, in. Thickness, in. 1/2 5/8 3/4 1/2 5/8 3/4 0.015 0.487 0.613 0.738 0.639 .0,804 0.969 0.020 0.643 0.810 0.977 0.844 1.06 1.28 0.025 0.795 1.00 1.21 1.04 132 1.59 0.030 0.944 1.19 1.45 1.24 1.57 " 1.90 0.035 1.09 1.38 1.68 1.43 1.81 2.20 0.040 1.23 1.57 1.90 1.62 2.06 2.50 0.045 1.37 1.75 2.12 1.80 2.29 2,79 0.050 . 1.51 1.92 2.34 . 1.98 2.53 3.08 0.055 1.64 2.10 • 2.56 2.1.5 2.76 3.36 _ 0.060 1.77 2.27 2.77 2.32 2.98 ^ 3.64 0.065 1.89 I 2.44 2.98 2,48 3.20.. 3.91 0.070 2.01 2.60 . _ 3.19 2.65: 3.41 - - 0.075 2.13 _ 2.76 3.39 2:80 3.63 , 0.080 2.25 2.92 3.59 2.95 • 3.83 - 0.085 2.36 3.07 3.78 3.10 4,03- _- - + li 0.090 2.47 3.22 3.98 3.24 - 0.095 2.58 3.37 4.17 3.38 - 0.100 _ 2.68 3.51 4.35 3.52 - 0.105 2.78 3.66 - 3.64 . 0.110 2.87 3.79 - 3.77 0.115 __ 2.96 3.93 - 3.89 0.120 3.05 4.06 - 4.01 0.125 3.14 4.18 _ - . 0.130 _ 3.22 4.31 0.135 3.30 4.43 - , 0.140 3.37 0.145 _ 3.45 . 0.150 3.51 - - - . Notes: (1) Design Strengths are: ASD: P„ / 0 LRFD: +P , (2) The nominal tensile strength given In Eq E2.2.2 -1 of the Specification Is not considered In Table IV-4 and must be checked. (3) The limitations related to weld electrode strength, F,,„ have not been checked In this table. • (4) Dashed values Indicate that the limit td.F„ s 3 kips has not been satisfied. . ,10 . I S AG