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Iipp iv ND Page AJLLAWAV P.O.BOX 28789,SAN DIEGO,CA 92198 MAY 2 4 2012 PROJECTMANAGER @SULLAWAYENG.COM ENGINEERING PHONE:1-858-312-5150 FAX:1-858-777-3534 CITY OF TIGARD PROJECT: JOS A BANK,9611 SW WASHINGTON SQUARE RD.,MARRING DIVISION DATE: 5/11/2012 PROJECT#: 1855 ENGINEER JS CLIENT: AWNING&SIGN CONTRACTORS PAGES: 11'-0" it y 2' 9" )1 1 \ - 1"x2"xa" AL.TUBE 0 in 0 r \ \ q_ 1"x1"x$" SQ.AL.TUBE OELEVATION 4'-0" CI F TIGARD ` ` 1IIZi' SDS EXISTING '� SCREW Approved �'.........[ -��CMU WALL ;/i �r // Conditionally Approved [ ] / \`I /,'; See Letter to:Follow [ ] \� `� 4"HILTI KB3 /// Attached ] //, INTO EXISTING '/▪ /,,, Permit N 7ber:: ! 4'i 2'`r t '' CMU WALL ///'/.. . . • �A 2" EMBED MIN. iii/' 04%i'a Date: aria SEE PG. 5 FOR .i%// LOCATIONS /j/ i• / O3 Z-CLIP DETAIL i//i� Approved plans /i/, '/'�� , all be on job sit: . ///' �r//! i/, ii / 7G % 3116 aill 2 Q TYP.TRUSS SECTION �� 84474PE �r NW TYP 3116 GENERAL NOTES OREGON ,� 0 TYP.JOINT CONNECTION 1. DESIGN CODE:IBC 2009 '0 vG N.1, Q- 2. DESIGN LOADS:ASCE 7-05 3'4,NF 30 2� 3. WIND VELOCITY 85 MPH EXPOSURE C ' t F S U\-N- 4 ALUMINUM TUBES 6061-T6 .5. PROVIDE PROTECTION AGAINST DISSIMILAR METALS 16. HILTI KB3 MASONRY ANCHORS PER ICC ESR 1385 OFFICE COPY Page 2 of 9 AillAWAV P.O.Box 28789,SD,CA 92198 mikesullaway@grnail.com E N G I N E E R I N G Phone:858-312-5150 Fax:858-777-3534 PROJECT: JoS A Bank DATE: 5/11/2012 PROJ. NO.: 1855 ENGINEER: JS CLIENT: Awning and Sign Contractors PAGES: building code; IBC 2009 units;pounds,feet unless noted otherwise Applied Wind Loads; from ASCE 7-05 Pnet=A- Kzt I Pnet30 (ASCE 6.4.2.2) X= 1.21 (ASCE Fig. 6-2) Kzt= 1.0 (unless unusual landscape) I= 1 for structural category II V= 85 mph Exposure= C Area= 75 ft` max. height= 16.8 max Pnet30= 11.6 psf Pnet= 14.04 min Pnet30= -14.7 psf Pnet= -17.79 For inside attachments use 10 psf min. pnet= 10 4= 0.9 Check 1/4" Hilti KB3 Masonry Anchor, 2" embed min. Tanchor=206 lbs per RISA Report Tallowable>Tanchor O.K Tallowable= 432 lbs per ICC ESR 1385 Vanchor= J492+1192=129 lbs per RISA Report V >V (:).K allowable anchor Vallowable= 342 lbs per ICC ESR 1385 Combined tension and shear check: 5 5 (2063+(1293 = .488 < 1 OK 432 342 0 0 x Page 9 of 9 Envelope ADM 05 ASD Aluminum Code Checks (Continued) Member Sha•- Code...Loc[in1 LC Shear..,Loc r4Dir LC Ft Jksi7 Fc[keg Fb y-y..Fb z z..Fs y-y...Fs z-z...Cb Cmy Cmz E n 33 M33 RT1X2X _ .287 0 5 .049 24.75 z 4 19.487 7.164 19.487 19.487 12.247 12.247 2 ! 457T.478 4.1.2-1 34 M RT1X2X... .044 ; 0 3 012 0 z 4 19 A87 7.164 19.487 19.487 12247 12.247 1 803 .588 4.12-1 35 M35 RT1X2X.. .039 0 5 .012 24.75 z 4 19.487 7.164 19.487 19.487 12.247 12.247 2 348 .404 4.1.2-1 36 M36 RT1X2X.. .041 33 3 .049 1 0 I z 14 1 19.487 7.164 19.487 19.487 12.247 12.247(2 362 .365 4.1.2-1 RISA-3D Version 9.1.1 [C:\Users\Jesus\Projects\1855\risa 1855.r3d] Page 4 . Page 4 of 9 Y X -14.68ps ,, i / / / _, ****/ / '..,:, 44( i / '---.. i , / 7 ,.,.. -17.8psf : : „-.7 ....„„:,,, , .,::.„4:::::::0...f. .......,w,mm,.. ., ::::::„...::,*:..v.....,..i.z.,,.... .,„.....::::....4.............: .„:" ,.......„,,.. --...,....„ _ ,,, .,:.:. Loads:BLC 2,W1 Solution:Envelope Page 6 of 9 Global Display Sections for Member Calcs 15 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? No Increase Nailing Capacity for Wind? Yes Area Load Mesh (in"2) - 144 Merge Tolerance(in) .12 _ P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes ----------- ------ Gravity Acceleration(in/sec"2) 386.4 - Wall Mesh Size(in) 12 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis Global Member Orientation Plane XZ _ Solver Sparse Accelerated Hot Rolled Steel Code 13th(360-05):ASD lAdjust Stiffness? Yes(Iterative) Cold Formed Steel Code AISI NAS-07:ASD Wood Code AF&PA NDS-05/08:ASD Wood Temperature < 100F Concrete Code ACI 318-08 Masonry Code - ACI 530-05/08:ASD Aluminum Code AAADM1-05:ASD Number of Shear Reg ons 4 Region Spacing Increment(in) 4 Biaxial Column Method Exact Integration Parme Beta Factor(PCA)_-_- .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Reber Set REBAR_SET ASTMA615 Min%Steel for Column 1 Max%Steel for Column 8 RISA-3D Version 9.1.1 [C:\Users\Jesus\Projects118551risa 1855.r3d] Page 1 • Page 5of9 • Y /� /► z x z-clip locations ----\ II i 111111,' 116. A6 1 ,., 4 1110°1°111111111111111° 1 1 .N �3 h• `' . _1 7.81.'0 X I Loads:BLC 3,W2 Solution:Envelope bad IP£i•SS81 eS!.A59811spe oJd\snsar\sJesn1:31 L'L'6 uoIs.ian GE-vs I 1-3"1"4 L-314 9 694' 99Z 0,3-'3 ""3 LPZZ1 LPZZL LPZ"Z1 LPZ"Z1. LS4'61 L84"sl 191•11 L84'61 mu L84"61 601.'9 L94'61 9 £ Z liallUaTtill Z 0 9 400' £ EE 0 P1' EII.l' -milli ZEN ZE '"X1XL1M LEW LE 1-3'1'4 SLY BE ELO' L4zZ1 Lt3"3L `L8►"61. 1.84161 •+1 LBi"6L 1.84"61 £ 9 Z Z + 0 ��' 1.LO (� © + +' 99t+ "`XLXila -xlxlla OE 6ZW 6Z 1-3"1"4 PL4" O I N 0z 61. LPZ"Z1 L43Z1 L8461 LW61 601.'9 1-3"117 333" 893 ' L4z•31 L13'31 L8r'61 L9 61 ZLZ"LZ 60 ". 601.'9 L8t'61 L84'& Z Z Z + ""'92£ T+' 310 u ©® I. l'I. ZZL' -mull ""X1X1 . 8 LZW 8Z LZ 9Z 9Z £-1."114 Z£Z" 403" 9831 ilE L4z'31 LP 1 L4ZZl L43131 ZLZ1Z £-1"1"4 9££" 313'13 31.313 % 'V' awn Z Z 0 310' 0 0 'L' - mxini DEW C-1'1.1, 664' 399" ® LPZ"Z1 L43Z1 ZLZ"1.Z ZLZ LZ 601.'9 L84"61 Z Z 9 ZE 0 '"•9•Z£ KO- 1 0 191. "'X1XLla 9ZW L-31.3, 9 .y�",y iE LPZ'ZL LPZ'31. '313113 313"13 •.1.'9 LOP'61 Z Z 81.0' £00' 0 $90' ""XEXL1a KW bZ L-Z•L"4 9' 6£6 0 LPZ7 1 L4Z'ZL Z1Z"1.Z ZLZ"1.Z 601-'9 L94"61. 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L94161 V 0 V OL "'x xila LW s)foati3 apoo wnu!wnjd GSV S0 way adop /lu3 48-'11.ZVV 01 711 API 3T")Il XW 01 PO A 01 )11 X suogaeaa;umor adolanu3 640gabed Z 0 6LZ C 0 E 0 u1 ZZ 9 4 ELO' 4 9££'1. •-w :SiB}ol LZ I. 0 0 1. 1 0 0 t L 0 0 Z 9 0 400 Z LET-- 9 900'_ w "w O I N 0z 61. I. L 310' Z ZV I- 1 0 1 0 1 0` 4 0 C 0 £ 10'- 91 I. 0 I. 0 1 0 £ 610' 4 9£0' 4 903' w 6N LI. 1 0 1 0 1 0 1. 0 II 900- 9£0' I. t+ P00' 903' '•w 61.N 91 91. 1. 0 1 0 1 0 £ 1 S Z0' 4 L 0 1 0 1. 0 0 £ SW- 1. P00-- t+1. 1. 0 L 0 I. 0 £00' L 31.0' Z ZP L' +`N £L 1. 0 1 0 1 0"', 1 0 C 0 t £00 31. 1. 0 L 0 L 0 E 1710' b 930' 4 L60' 4N L L 01 6 8 L I. 0 1. 0 1 0 1 0 Z 330•- 1 COO.- 1 0 1. 0 L 0 E £00' 1. 600' Z 990 SN 1 0 1 0 I. 0 Z 0 Z PE0'- 9 600' 1 0 1 0 L 0 9 V00' S 430' Z 9£1.• SIN 1 0 1 0 . 1 0 1.r 0 E P00'- £ 0 9 1. 0 1. 0 1. 0 E 810' 4 9£0' 4 £61' 4 N 9 1 0 1 0 L 0 Z 0 Z EEO'- 9 Z0'- P 1. 0 L 0 1 0 9 SLO' 9 640• �r 10- Z 990' ••w 9ZN E I. 0 1 1 0 1 0 # 0 E C CEO-- Z 1 0 0 1 0 £ 611.' t+ S30' b L60' "w 4ZN 48-'11.ZVV 01 711 API 3T")Il XW 01 PO A 01 )11 X suogaeaa;umor adolanu3 640gabed Page 7 of 9 s Global, Continued [Seismic Code ASCE 7-05 'Seismic Base Elevation,Lint Not Entered Add Base Weight? Yes _ Ct X .02 Ct Z .02 T X(sec) Not Entered T Z(sec) Not Entered R 3 RZ 3 - - Ct Exp.X . --- ----- -75-- --- -- _ ------- _ -- Ct Exp. Z 75 SD1 1 SDS 1 S1 1 TL (sec" 5 Occupancy Cat I or II Seismic Detailing Code ASCE 7-05 pm X 1 Om 1 RhoX 1 - - iRho Z 1 Basic Load Cases BLC Description Category X Gray..Y Gray..Z Gray... Joint Pant Distributed Area(Member Su =•- Plate/Wall 1 D None -1 2 W1 - I 2 3 W2 None 1 4 BLC 2 Transien _ None 71 5 BLC 3 Transien None L 20 Load Combinations Description Sol... PDelta -SRSS- BLC Factor BLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC Factor 1 D 'Yes y _ 1 1 2 W1 Yes y 2 1 3 W2 Yes y- > 3 1 4 D+W1 Yes Y 1 1 2 1 5 D+W2 Yes y 1 I 1 3 1 1 1 1 I Aluminum Properties Label E tics') G[ksll Nu Therm(...Density[...Table 3.3 Id Ftu[ksi] Fty[ksl Fcvlksrl Fsu[ksi] Ct 1 3003-H14 10100 3787.5 ! .33 _ 1.3 .173 Table 3... 1 19 16 13 12 141 2 6061-16 . 10100 3787.5 .33 1.3 .173 Table 3... 1 38 35 35 24 141 3 6063-T5 10100 3787.5 .33 1.3 .173 Table 3... 1 22 16 16 13 141 4 6063-16 10100 3787.5 . .33 1.3 .173 Table 3... 1 30 25 2 19 141 5 5052-H34 10200 3787.5 . .33 1.3 . .173 Table 3... 1 34 26 24 -_ - 20 141 6 6061-T6 W 10100 3787.5 i .33 1.3 .173 Table 3..., 1 24 15 15 15 141 Aluminum Section Sets Label Shape - Type Design List Material Design Rul... A[n2] Iyy[in4] lzz[in4] J[in4] 1 1"x 1/8"s...RT1X1XO -. Beam Rectangular Tubes 6061-T6 Typical .438 .057 .057 .084 2 1"xZ'x 1/8"..RT1X2X0...., Beam Rectangular Tubes 6061-T6 Typical .688 .105 .332 .245 RISA-3D Version 9.1.1 [C:\Users\Jesus\Projects118551risa 1855.r3d] Page 2