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Plans • /. • DESIGNED BY: Matt Derouin DATE: 5 -3 -12 888- 665 -1521 fax 877 - 822 -7720 i Awni ngandSign . . Contract QTY. 1 9 ._ 8 ° [116] ti� /\ s a 111 110 Co 0 I 262 I to m 3.7 I 3 X38 51161 1381 EXTERIOR TRUSS INTERIOR TRUSS QTY. 2 [155] c v 0.21 ?- It ca cA • IA (.) --! a Q ,..., 0-4 (N' cu 5 a g c 0 r 6 07 3'8 X3 1 9 MI tv� cv Jos A Bank 9611 SW THREE SHED STYLE AWNINGS WITH CLOSED ENDS Approved by: Washington Sq Rd ALL ALUMINUM FRAMES AND HARDWARE POWDER COATED RAL6005 Tigard Or, 97223 80" FOREST GREEN SUNBRELLA W/ HEAT TRANSFERRED GRAPHICS NO LIGHT NO EGG CRATE Date: ASC4484 30 Z -CLIPS PROVIDED FOR INSTALLATION DESIGNED BY: Matt Derouin DATE: 5 -3 -12 888- 665 -1521 fax 877 - 822 -7720 AwningandSign C^ _ntrartcors ■ tf) f` ' q1 I ° sr, ■��► N. 8 A • ego 8 74 OPTIONAL INTERIOR TRUSS Jos A Bank 9611 SW THREE SHED STYLE AWNINGS WITH CLOSED ENDS Approved by: Washington Sq Rd ALL ALUMINUM FRAMES AND HARDWARE POWDER COATED RAL6005 Tigard Or, 97223 80" FOREST GREEN SUNBRELLA W/ HEAT TRANSFERRED GRAPHICS NO LIGHT NO EGG CRATE Date: ASC4484 30 Z -CLIPS PROVIDED FOR INSTALLATION DESIGNED BY: Matt Derouin DATE: 5 -3 -12 888 - 665 -1521 fax 877 - 822 -7720 Awningand_.gn _ Oft .t„rs MI-09 MP -1A MP -1A B MP -3 0 MI -19 MI -3 I MI-09 MP A A M 19 y f \ MI -3 1 MP 1 A MI -I9 I P -3 EXTERIOR TRUSS INTERIOR TRUSS Jos A Bank 9611 SW THREE SHED STYLE AWNINGS WITH CLOSED ENDS Approved by: Washington Sq Rd ALL ALUMINUM FRAMES AND HARDWARE POWDER COATED RAL6005 Tigard Or, 97223 80" FOREST GREEN SUNBRELLA W/ HEAT TRANSFERRED GRAPHICS NO LIGHT NO EGG CRATE Date: ASC4484 30 Z -CLIPS PROVIDED FOR INSTALLATION ' DESIGNED BY: Matt Derouin DATE: 5 -3 -12 888- 665 -1521 fax 877 - 822 -7720 • Awnin Contractors g and Si g n MI -09 MP-1A MP-1A E3 • M P -3 MI ' MI -3 ■ y I :L: 4i N MI-3 MI109 1 MP-3 OPTIONAL INTERIOR TRUSS Jos A Bank 9611 SW THREE SHED STYLE AWNINGS WITH CLOSED ENDS Approved by: Washington Sq Rd ALL ALUMINUM FRAMES AND HARDWARE POWDER COATED RAL6005 Tigard Or, 97223 80" FOREST GREEN SUNBRELLA W/ HEAT TRANSFERRED GRAPHICS NO LIGHT NO EGG CRATE Date: ASC4484 30 Z -CLIPS PROVIDED FOR INSTALLATION • JYJII1JEeJ1 AWNING EXTRUSIONS 1 - 800 - 255 - 0094 WHOLESALE DISTRIBUTION 941 -474 -0223 Fax: 941 -475 -9840 1" SQUARE TUBES 1 1/2" SQUARE TUBES MI ET E MI 1T EE 7 7 L_i] 1 „ x1„ Z /8,x1 3/4” ( J . I [11 MP -1 MP -1A MP -1C SQ AWNING RAIL D MI 15 MI 15H 1/2" SQ 3/4" SQ -I L 0 MI -4 MI -5 MI -09 MI -56 LII Li MIRODS Z- Clip I i MP -2 I MP -2A r --- MP -2B 1/2" ROUND 1 ' l` MP 15 MP 15H 2 "x2" EXTRUSIONS 5 v 4 " MP 2x2 MI 2x2 MP3R MI POST 3 "x3" 1 "x2" REC TUBES MI POST 4 "x4" .L 1 . 7 7 0 H 1" H 0_ MIAR 1 III 1"x.062" ROUND TUBE ANGLE 1 "x1 "x.063" ANGLE 1.5 "x 1.5 "x.125" MI3 MI3L MI3H MP -3 MP -3S ANGLE 2 "x2 "x.25" 12 " x 1 /4 "x 1 2' - ANGLE 3 "x3 "x.125" I -----1 m I 13 "x 1 /4 "x 12' _ I- [____. I 14 "x 1 /4 "x 12' MP -3H MP -3HS MP3AS MP -3A I 16 "x1/4 "x12' LOAOIIdG ME1h8ER MUST BE SUI1 A8l : TO FIIVCTIOd WITH THE SELECTED FAS EERRS SELECTED FASTEIERS MUST BE AOE PATE • FOR T1f DETERMINED LOADS • 11 r ..,,, • \ \ \ 0 \ \ 1 , \\\ A RATED FASTENER v . SUPPOR11 NG R Z -CLIP ASSEMBLY 01 „U d CAM. ti r es,` �1 Salo % a:AL 07781 4. so�p��1 . tiv 4 \ • SCALE: 1° = 1° GATE: 06-01-98 FILE ML 167007A.PRT O._ avid J. Haley, PE IE�I PERU �F I ?ro*eaalonet E i nser i na o _ 6 Dudley 2 770 Z_LL Durhnn, NC 27703 • • 1of11 PILAWAY P. 0. BOX 28789, SAN DIEGO, CA 92198 MIKE @SULLAWAYENG.COM ENGINEERING PHONE:1- 858 - 312 -5150 FAX: 1-858-777-3534 PROJECT: JOS A BANK, 9611 SW WASHINGTON SQ. RD., TIGARD, OR DATE: 5 -3 -12 . PROJECT #: 1822 ENGINEER: MFS CLIENT: AWNING SIGN CONTRACTORS PAGES: t 12' -11" 1 1/4— - 0 0 - co ;4. , )1. 1. Av _..), 1O ELEVATION °EXTERIOR TRUSS NOTE; DESIGN FOR 12' -11" WIDE AWNING SHOWN, 9' -8" WIDE AWNING SIMILAR FRAME ELEMENT 1 1/2" �\ � i SCREWS O \ 0 00 . \\\1 1 \ v ;n : k JV Y4 SDS SCREWS INTO _ STEEL STUDS- 4 , i , — SEE PAGE 4 FOR ANCHOR LOCATIONS N 3' -0" ° INTERIOR TRUSS ° "Z- CLIP" DETAIL .\- SS PROFE ��5 'r GENERAL /0 GENERAL NOTES 84474PE 9r • 1. DESIGN CODE: IBC 2009 2. DESIGN LOADS: ASCE 7 -05 3. WIND VELOCITY 100 MPH EXPOSURE C OREGON 4. LIVE LOAD 5 PSF ti Q- 5. SNOW LOAD 20 PSF e'S' NE 3 0 2 6 ALUMINUM ELEMENTS 6061 -T6 F. F. S U > 7. PROVIDE PROTECTION AGAINST DISSIMILAR METALS 8. BOLT STEEL ASTM A307 / • 2of11 ARIAWAY P.O. Box 28789, SD, CA 92198 mikesullaway@gmail.com ENGINEERING Phone: 858 -312 -5150 Fax: 858- 777 -3534 PROJECT: Jos A Bank DATE: 5/3/2012 PROJ. NO.: 1822 ENGINEER: MFS • CLIENT: Awning and Sign Contractors PAGES: 2 of 2 • building code; IBC 2009 units; pounds, feet unless noted otherwise Applied Wind Loads; from ASCE 7 -05 • Pnet = X Kzt I Pnet30 (ASCE 6.4.2.2) 2■= 1.21 (ASCE Fig. 6-2) K 1.0 (unless unusual landscape) I= 1 for structural category II V= 100 mph Exposure= C Area= 142 ft max. height= 16.0 max Pnet30 15.3 psf Pnet= 18.51 min Pnet3o -18.7 psf Pnet -22.63 away from wall For inside attachments use 10 psf min. pnet= 10 Check 1/4" SDS SCREWS (b= 0.9 RISA Reactions x= -198 # y= 185 # z= 0 # 1/4" screws into metal studs Tall= 191 # ok • Vall= 463 # ok 3 of 11 0 : x 1 "x1 "x 1/8" AL. TUBE -TYP. FRAME 0 \_ 2"x1"x 1/8" AL. TUBE I1 • Solution: Envelope 5 May 3, 2012 at 2:27 PM 1822.r3d • 4 of 11 z ■ ANCHOR/ CLIP LOCATIONS; @16" ALONG TOP ihke '4(‘ • /// • Solution:. Envelope 3 1822 May 3, 2012 at 3:12 PM 1822.r3d • • 5 of 11 ,*P z x 02 • • Loads: BLC 3, w out Solution: Envelope 8 May 3, 2012 at 2:33 PM 1822.r3d 6 of 11 z : Loads: BLC 2, L Solution: Envelope 6 May 3, 2012 at 2:28 PM 1822.r3d • 7 of 11 i ii x • • -.013 • • Loads: BLC 4, s Solution: Envelope 9 May 3, 2012 at 2:34 PM 1822.r3d • • 8 of 11 • :: z x • 171 "). 40 00 11/11111 • piro v 014k5f - .019ksf Loads: BLC 5, w in Solution: Envelope 10 May 3, 2012 at 2:34 PM 1822 r3d . • 9 of 11 Company May 3, 2012 Designer 3:08 PM Job Number : 1822 Checked By: Aluminum Properties Label E [ksi] G [ksi] Nu Therm (...Densitvl...Table 3.3 kt Ftu[ksiL Ftv[ksil Fcv[ksiL Fsu[ksi] Ct 1 3003-H14 10100 3787.5 .33 1.3 .173 Table 3... 1 19 16 13 12 141 2 6061 -T6 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 -T6 10100 3787.5 .33 1.3 .173 Table 3... 1 30 25 25 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 .33 1.3 .173 Table 3... 1 24 15 15 15 141 Aluminum Section Sets Label Shape Type Design List Material Design Rules A [in2] Ivy [in4] Izz [in4] J [in4] 1 1x1x 1/8 RT1X1X0.125 Beam Rectangular... 6061 -T6 Tvpical .438 .057 .057 .084 2 1x2x 1/8 2X1 X1/8 Beam Rectangular ..• 6061 -T6 Typical .688 .105 .332 ' .245 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity_ Joint Point Distributed Area(Me...Surface(... 1 d None -1 2 L None . , 1 3 w out None 2 4 s ' . - None 1 ' 5 win ' None 2 6 BLC'2 Transient Area Loads -None 33 7 BLC 3 Transient Area Loads None 74 - 8 BLC 4 Transient Area Loads None 33 - g BLC 5 Transient Area Loads None I 46 Load C Description Sol... PDelta SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 d Yes Y 1 1 2 , . ' d +l ' , Yes ' Y - 1 ' „ 1, :2_ 1 - ' • 3 d +w ' Yes Y 1 1 2 3 1 4 d +s ' Yes Y ' 1 1' 2 3 . 4 1 5 d +.75I +.75w Yes Y 1 1 2 .75 3 .75 4 6. d +.751 +.75s Yes ' Y 1 1 , 2 • .75 3 4 .75 7 d +.75w +.75s Yes Y 1 1 2 3 .75 4 .75 8 'd +w2' Yes Y 1 1 2 5 1 4 9 d +.75I +,75w2 Yes Y 1 1 2 .75 5 .75 4 10 d +.75w2 +.75s Yes Y 1 1 2 5 .75 4 .75 Member Area Loads (BLC 2 : L) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 I N27 I N3 I N4 I N28 I V I Two Way I -.005 Member Area Loads (BLC 3 : w out) • Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N26 N2 N3 N27 L Two Way .023 22 . . ' N27 ' N3 ' -N4 • N28 L . Two Way - .023 ' Member Area Loads (BLC 4 : s) • . Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 I N27 I N3 I N4 I N28 I V I Two Way I -.02 RISA -3D Version 9.1.1 [C: \Users \Mike Sullaway \Desktop \1822 \1822.r3d] Page 1 1. 699' SL9 L43'31. LPZ'31. L84'61. L84'61 146'91 L84'61 E Z 301. 100 L 301. OZO' ••)(1X1121 191N 19 1. £1.9' 99' - "L LPZ'34 L4Z'31 L84'61. L81'61 9L9'81. L84'61• 4 A 0 Z00' L 0 1710 - MUM SW 09 L-3'1.17 861• LL "3 L4371. Lp3'31 L84'61 L94'61 669171 L94'61. E Z 0 1700 01. 0 330' "X1)(1.121 ON 617 L L45' L1* 143 L43'3L L84'61 L84'61. 669171 L84'6L E Z £E£'1. , 900 * 01. £££'L ZZO' "X1)(1.121 8WW 917 1. 4£8' 9' ""1. L4Z'31. L437L L84'61. L84'61 996'91. L84'61. 01. A 0 L170 01. 0 L17£' "XLXLltI VZ9W L4 L-31.17 649' 9' """"L L43'31. 143'31. L84'61 L94'6L 996'91 L94'61. 01. A 0 5£0' 01. 0 9£4' "XLX112i V19141 94 L-31.17 4£8' 9 LPZ71. L43'31 L94'61. L84'61 996'91. L94'61. 01. A 0 1170' 01. 0 LKE' "xLxLia V091N 917 L ESL' _ 9' "°L L43'31 LPZ'31. 31.313 31.3'L3 996'91 L84'61. 01. 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A 0 910' C 0 060 '•XLX1.I21 d91N 9 1 99W 669"•"1. L4371. L43'31 L84'61 L94'6L 160'81 L84'61 E A 0 LW' 01. W EGO' "X1.X1121 91N S E W 9 LPZ71 14371 31.3'1.3 3'.313 1.L!'£ L84'6L 01 Z 0 900 C WE 4O0' "'X1)(1121 SW 4 £ L£' 4££" "'L L43'31 LPZZL 31.31.3 31.313 34911. L84'61 E A 9081 830 E 0 091' "'X1)(112! £W E L 9L3' 613 "Z L43'3L L43'31. 31313 3131.3 WE'LL L917'61 01. Z 0 69(Y 01. L99' LLS' '"x1XLM ZW Z C 99£' 695 " "3 L43'31 L43'31 3131.3 31.31.3 ££1.•9 L84'61. E Z 0 £1.0' 01 £ L33' "X1X1.121 LW 1 Z a6ed uu 3 zw0 q0 " z-z s3 .. ,� -n s3... z-z q[!s od 01 .!0 liltool " mays of LuPol ... apo0 eaeys iagwayy 610• 6L0' AeM OMI ABM onnl 1 1 83N LZN 4N EN EN ZN LZN 9ZN Z L gsNJapnl!ubew uo!inq!uis!0 uo!loai!0 0lu!of :A9 palloago INd 80 :£ 3403 '£ IeIN [p£r3381. \3381 \d eMellns a)1iW \sJesn \:3] 1.'1;6 uolsJan ac-vsi i sioa43 apo3 wnugwnI, asd GO wad eaoleAu3 3381 0lu!of 8lu!of y lu!of (u! nA : g 379) speo7 eaid Jagwaw JagwnN qof Jau6!saa i(uedwo0 • 11 of 11 Company May 3, 2012 Designer 3:09 PM Job Number : 1822 Checked By: , Envelope ADM 05 ASD Aluminum Code Checks (Continued) • Member Shape Code ... Locfftl LC Shear ...Locfftl,Dir LC Ft fksil Fc fksil Fb v -v ..Fb z -z ...Fs v -v ...Fs z -z ...Cb Cmv Cmz Eon 52 M52 RT1X1X.. .020 0 7 .006 1.333 z 3 19.487 14.599 19.487 19.487 12.247 12.247 1..._983 .985 4.1.2 -1 53 M53 RT1X1X.. .020 0 7 .003 0 z 3 19.487 17.563 19.487 19.487 12.247 12.247 2....,51 .503 4.1.2 -1 • 54 M54A RT1X1X.: .018 .707 7 .004 .707 z 3 19.487 17.223 19.487 19.487 12.247 12.247 2..._516 .529 4.1.2 -1 55 M55 RT1X1X.. .019 1.333 7 .004 1.139 z 3 19.487 14.599 19.487 19.487 12.247 12.247 1..._991 .991 4.1.2 -1 • 56 M56 RT1X1X.. .019 0 7 .004 0 z 3 19.487 16.251 19.487 19.487 12.247 12.247 2.....56 .576 4.1:2 -1 57 M57 RT1X1X.. .015 .394 7 .002 0 z 3 19.487 18.536 19.487 19.487 12.247 12.247 1..._618.581 4.1.2 -1 58 M58 RT1X1X.. .022 1.333 10 .004 0 z 3 19.487 14.599 19.487 19.487 12.247 12.247 2..._786 .815 4.1.2 -1 59 M59 RT1X1X.. .022 0 10 .005 0 z 3 19.487 14.939 19.487 19.487 12.247 12.247 1.....462 .532 4.1.2 -1 Envelope Joint Reactions Joint X [k] LC Y [k] LC Z [k] LC MX fk -ft] LC MY [k -ft] LC MZ fk -ftl LC 1 N28 max .025 3 .102 10 .003 7 0 1 0 1 0 1 2 min -.078 10 -.039 3 0 8 . 0 1 0 1 0 1 3 N22 max .022 8 .146 4 .001 10 0 1 0 1 0 1 4 min -.125 4 -.018 8 -.001 3 0 1 0 1 0 1 5 N27A max .201 10 .03 3 .002 ' 3 0 1 0 1 0 1 6 ' min' -.188 3 -.031 10 -.002 >. 10 -0 • 1 0 1 0 1 7 N16 max_ .005 8 .146 4 0 4 0 1 0 1 0 1 8 min -:133 4 -.01 -8 0 8 0 1 '0 . 1 0 1 9 N26A max .225 10 .04 3 0 3 0 1 0 1 0 1 10 - min -.198 3 -.041 10 0 4 0 1 0 1 0 1 11 N10 max .022 8 .147 4 .001 3 0 1 0 1 0 1 12 min -.125 4 -.017 8 -.001 10 0' 1 0 1 0 1 13 N25A max .201 10 .03 3 .002 10 0 1 0 1 0 1 . 14 min -.188 3 -.031 10 -.002 3 0 1 0 1 0 1 15 N4 max .025 3 .102 10 0 8 0 1 0 1 0 1 16 - min -.078 10 -.038- 3 -:003 7 0 1 0 1 0 . 1 17 N1 max .127 10 .008 10 .011 10 0 1 0 1 0 1 18 ' min -.126 3 -.005 3 -.011 '3 0 1 0 1 0 1 19 N5 max .038 10 .047 10 .002 10 0 1 0 1 0 1 20 min -.032 3 -.034 3 -.003 3 0 1 0 1 '0 1 21 N25 max .127 10 .008 10 .011 3 0 1 0 1 0 1 22 - min -.126 - • 3 -.005 3 -.011 8 ' '0 1 0 1 0 1 23 N29 max .038 10 .047 10 .003 3 0 1 0 1 0 1 24. .min -.032 '3 -.034 3 -.002 10 0 1 .0 1 0 1 25 N34 max .019 8 .019 4 0 7 0 1 0 1 0 1 26 ' - min -.023 3 -.001 3 0 8 0 1 ' 0 - 1 0 1 27 N35 max .011 8 .013 4 0 10 0 1 0 1 0 1 28 min -.014 3 0 8 0 '3 0 1 0 1 0 1 29 N36 max .018 8 .018 4 0 10 0 1 0 1 0 1 30 min -:022 3 0 8 0 3 0 1 0 1' 0 1 31 N37 max .018 8 .018 4 0 4 0 1 0 1 0 1 32 min -.022 3 0 3 0 8 0 1 0 1 0 1 33 N38 max .016 , 8 .016 4 0 4 0 1 0 1 0 1 34 min -.02 3 0 3 0 8 0 1 0 1 0 1 - 35 N39 max .016 8 .016 4 0 3 0 1 0 1 0 1 36 min -.02 3 0 8 0 '10 0 1 0 1 0 1 . 37 N40 max .012 8 .013 4 0 3 0 1 0 1 0 1 38 - min -.015' 3 0 8 • 0 10 0 1 0 1 0 1 39 N41 max .018 8 .018 4 0 8 0 1 0 1 0 1 . 40 min -:023 3 -.002 • . 3 0 7 0 -1 0 1 0 ' 1 41 Totals: max .882 8 .775 _ 4 0 10 42 . - min -1.096 3 .06 8 0 3 RISA -30 Version 9.1.1 [C: \Users \Mike Sullaway \Desktop \1822 \1822.r3d] Page 3 RECEIVED MAR 1 5 2012 ' C .TX OF TIGARD ( : /t '' BU1.DINGDIVISION B S IGN: JOS A. BANK 74 2 1 /4" M • SIGN TYPE: FRONT -LIT CHANNEL LETTERS . , i SIGN FACE: WHITE ACRYLIC 3M DAY NIGHT VINYL 4,- l RETURNS: BLACK r LIGHTING: WHITE L.E D. I I I I i iI MOUNTING: MOUNT FLUSH TO WALL (FASTENERS TO SUIT) I i .. , , .01.1.= , , , , , i i I ,/. , , 1 i , I ! I �NM =ME ,ir -7.1. � I 1 I 1 , . , , % AWNING: CLOSED ENDS / 42' PROJECTION (VERIFY) AWNING TYPE: SHED -STYLE W/ VALANCE ] I I r ' MANUF.: NEW SUNBRELLA TO MATCH "FOREST GREEN' 1111111111 I / 111 =11111= 111 IIIIIIM FRAMING: ALUMINUM TUBE FRAMING I I 1 0.3 I I / MOUNTING: MOUNTED TO BULKHEAD OVER GLAZING 1 ■ I 1 I , 1 I I= I, I I r ■ I 1= � I I I I i' 1 1� d -- — 1 • /J I � IS 0,.....1 J , 1 N - • o a 1 IT B SIGN: BRONZE PLAQUE W/ RAISED COPY AND RAISED 1 1 � / - BEVELED OUTLINE (SATIN BRONZE FINISH) \ _ p - I _ DARK BRONZE BACKGROUND ( PEBBLE #313) — STUDS W/ SILICONE TO IXISTING WALL P T y t {F I . ItU )S AMANK( digIS )S A CI CIT.-IICTS *5.1- ti1NK.ci� n 1 . I rd ;i I INIMI i I 1 Iiiir 1 /,/ \i/: ,? . . • ... , =min . ksw(.• D4 li i „;..., : . , . , L..._=,.., ,:-. , /. \ k '. = - / - �i U 4, - — - I r by . � \ — r// e ( ' \ -% 7, t. �` J V • 6 660. 1 / \ - : - • , I L 7 tc,1,. Fug. s,...• xsR w cwc cic caoz Ton cc ro.• *a RV uutv[ [n)rm: ,67.7.1 0.i ^"' xmu ';';',..!g. Z5.4%,"0"' oo t,,C, D ©�'�owc *o rr,..: Mo •zcv roc c:rw uv,+ — oc��..- — Mt,. ,.n.. vr,m. • a. ae nn... • .� [C u; corn u ,.�e =s Al EXTERIOR ELEVATION t4� ore L. II SCALE 1'6•.1'-0• CITY " OF TIGARD pp roved alt' / i I STORE HOURS: APPLIED WHITE VINYL ANTERIOR WINDOW SURFACE) WINDOW VINYL: APPLIED WHITE VINYL (INTERIOR WINDOW SURFACE) Conditionally Approved w..ww [ ] See Letter to: Follow .... „,. [ I Approved plans A .. heft shall be on job site. Permit Number.Z) IZ 40i41 Address: ° , :A CI IA By •i. Date: Irmr OFFICE COPY S A B� This Is an original unpublished drawing created by DRAWN BY: DC SCALE: AS NOTED �o AWNING &SIGN CONTRACTORS Awning & Sign Contracton :Itis submitted loryour J z ¢ exclusive us In connection with a project being = J o s A Bank DRAWN: 1 2-29 -11 SALES: RZ Cdr 3 203 West Harcourt planned. II n, not to shown to anyone outside your ¢ a Angola, IN IN 4677 0 CIDTEITERS 3 3 organization, norlslt used, neproproduceeed,copied ' 9611 SW WASHINGTON SQ RD DWG #: TIGARD OR 97223 o ¢ or exhibited in any fashion. This drawing Is the TIGARD OR 97223 CL PH: (888) 665 -1621 FAX: (877) 822 -7720 property of Awning & Sign Contractors. JOB #: 4484 / „q. RPCEWED <11 r-Roor . 1 /7 t 1 f 201 \ .. . /...47 , — ‹ orm.. I 2 - K.,x,y 2 . , Li 7 „ Ire g - (42 ""•x) F Q....( . ..__".Lk.)_ Cr ietfte r Ak . ;■ i --- \ 1 1 , ., r '7 - lr ".--' w'imprvisioAi ; \ il )------ ---(i) , i ,• i 1 , I EA. 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I••■ .,,,...? .=- 1 r . j________.: . 1! i .• ' . ‘i .1, •i - . j , I . , s 406V 1 • 11 • ' II 80'' IA - 1 cgs 8 E i-rr A Wm • r, i.., STUD _t_ r p / sit...36LE CLI A; Ev4:15) D,7s(j . e sttwED ay cyrHE ES c t 0 CO • u-. TYPICAL UPPER. CsDki kl ECTTO1 PER E LEVArrcOv.i Nc\TF:5 : S t-s.1 • I. EE_ FOLt_ol.....31P-A 4 PAGES ro e. s-re 1.4. FA-'E A . cp./. R AL kiOrE 5 . I. 2 . - - rues FF fC ELEV. Jri%I..- AAl / S.c.DP E„ D1 I t....te..4 f. OE 1 DPS.T6N rE A i / v Lu ' ' ' i‘.../ 3,.- \ pc ort Rkt..ETS / T l( • ' ro — — - SertEL D c I' -1 \ < p R A PAZ , C? s 1 i• (. ....c,,j k lEcr-re.* .1 77 - ;kJ Eurcatda. - Jit. \ E■40 --.•\ i i LA6. .. N , (i K______ < „-„, ,,..ckr- N — r — -- 7 ii 1 . - \ /i \. ,-./ . 04-Gms Ot‘31,1LI•te., ii 'I / If_ 7 i I 0 ,' 4 72 2 — ‘.-.-- i _ pgavro........- i t ' j,,, I. — — — - <1"Vi. _ \ ' .; , i .77 SPA(..gR I I I ..„." 1 T e43) r.,. / :•i 1.-3P 1_ t.,YP. • 1 ' 1 Cie ' / , rY0 ,.&•it, , F ,... I f,,, . , , , I, N ' N i - - /44 1.\-:1*_\,r,,F.. , .-..; • „,,,.......-,,..) 'reP zA cor--.1 M sc 7_re.-*-1. o ...... Typ_c i„...3g e bs 1 '. •- Ir 1-: o. tr. S. I EXPIRES: 12-31-2012-1 . , 0 9570 SW Ba'bur Bud Jos A Bank Awning P0= 10999 120078 # Suite One Hundred Protect Name Project III Poriland. OR 9720 5412 Location 9611 SW Washington Square Road, Tigard, Oreczon • MILLER Client Ramsay Signs - :;c:4sui.T:-.(7 (503)246-1250 Page ,)'-‘ ENGi■,;=C )i.i Fax: 246-1395 By CJM Ck'd '6. I siNJ Date 219/12 of 3 . . .,_ . , . C- I GENERAL THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION . FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL - INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. THESE PLANS, SPECIFICATIONS. ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR THE DESIGN. ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY . UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE SUPPRESSION, ELECTRICAL, MECHANICAL, LAND USE, SITE PLANNING, EROSION CONTROL. FLASHING AND WATER- PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO FABRICATION OR INSTALLATION. I y rC r F f r y !^ -.:,.e. ,_. � r s. EXPIRES: 17- -31 -209 Ll 9570 SW ?•r,.ur BIYd . rmec Name - 13an.: \an;r" = FU 10999 Proje "t = 12007S 0 , :pt - e. One ao'CrS^. -- -_____ -- ---- -- - - -- - -- v — — ?orliand, 04 97?19 -5412 Location 9611 SW Washington Square Road. Tigard, Oregon . MILLER C II e - r t Ramsay Signs :sw_Trn:_, (5031246 -1250 : :•v I ::F. ; Fax: 246-1395 By CJM Ck'd Ctn,ya D 2/9/12 p of 3 1 BUILDING CODE ALL PHASES OF THE WORK SHALL CONFORM TO THE 2010 OREGON STRUCTURAL SPECIALTY CODE, EFFECTIVE DATE JULY 1, 2010, BASED ON THE 2009 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. DESIGN LOADS THE FOLLOWING ARE THE DESIGN REQUIREMENTS. STRUCTURAL DESIGN CRITERIA OCCUPANCY CATEGORY I II WIND DESIGN DATA BASIC WIND SPEED (3 SEC GUST) 95 MPH IMPORTANCE FACTOR I. = 1 0 EXPOSURE B _ ALUMINUM ALL STRUCTURAL ALUMINUM SHAPES AND PLATES TO BE 6061 -T6 ALL WELDS TO USE [4043] [5356] ALUMINUM FILLER ALLOY A PROTECTIVE BARRIER SHALL BE PROVIDED BETWEEN ALL STEEL AND ALUMINUM TO PREVENT CORROSION. ALL WELDING TO CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.2. WELD LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE ALUMINUM DESIGN MANUAL. WELDING SHALL BE BY AWS CERTIFIED WELDERS FOR WELD TYPES SPECIFIED. WHERE WELD LENGTHS ARE NOT SHOWN, THE WELD SHALL BE FULL LENGTH OF MEMBERS BEING JOINED. ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS ALL WELDS TO RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED ALL BOLTS IN CONTACT WITH ALUMNIUM TO BE TYPE 304 STAINLESS STEEL WITH MATCHING NUTS. NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. 1 �S.q PRoFFs . -" � �G t N E6' , s r i i 725 P '1 ary % • , L 'Z. /IOC ' i1 t %AtL EXPIRES: 12 -31 -20121 s5;o S'.'J n unG g ' 1 S uite One B ?r Hund r B Prclect \aTG Jos A Bank A�Nnin PO:: 10994 ° P!OfeCt a 120078 PcrtlanC. OR 9 %219 sate Location 9611 SW Washington Square Road. Tigard. Oregon MILLER . Cl Ramsay Signs C•,,';Jl1.,NG (503)246 -1250 ::a.r;.= =s Fax: 246 -1395 By CJM Ck'dC'•'`' � Date 2/9/12 Pages; of 3 at MAR 1 5 2012 B j D AG TIGAR MILLER DIV ISI ON CD'r'S:!Cilnii STRUCTURAL CALCULATIONS Jos A Bank Awning PO# 10999 9611 SW Washington Square Road, Tigard, Oregon Ramsay Signs February 9, 2012 Project No. 120078 14 pages Principal Checked • 1 �O PROA-F ` g G t NE B , ; 0 e •R • O " EXPIRES: 1 2 - 37 - 201 ' * ** LIMITATIONS * ** Miller Consulting Engineers. Inc. was retained in a limited capacity for this project. This design is based upon information provided by the client. who is solely responsible for accuracy of same. No responsibility and or liability is assumed by or is to he assigned to the engineer for items beyond that shown on these sheets. Engineering Practical. Diverse, Structural Solutions S,nce 1978 • 1� 1 � Building Code: 2010 Oregon Strict-iral Specialty Code Soils Report: No Soils Report by • N/A Dated: N/A Soil Bearing: NIA PSF Retaining Walls: No Equivalent Fluid Pressure (active): N/A PCF Passive bearing: N/A PCF Friction: NIA • Structural System: Component Vertical System: Lateral Sys: Element Roof Load Type Dead Basic Design Value (PSF) 3 Loads: Load Type Snow Value (PSF) 25 Deflection Criteria 0 Lateral Design Parameters' Wind Design: ASCE 7 -05 Wind Speed (3 sec Gust): 95 MPH Exposure B Importance Factors l = 1 00 I = 1,00 I = 100 I = 1.00 Occupancy Cat: II (wind) (seismic) (Snow) (ice) (Iw = 1 0 with wind ccrcurrent with •ce1 Seismic Design Seismic Design Parameters based or USGS Seismic Hazard Curves for Latitude 45.14712i Contemincus 48 Stales Longitude - 122 782231 2003 NEHRP Seismic Desivn Provisions 2 e =e ,150 years. 0 2 sec S.1 = Ss Latitude = 45.44 7121 C0000001 21s PC .5D )ears. s ri sec sit = Sr Longitude = -122 78223059995999 - Spectral Response Accelerations Ss and Si (Site class 6 parameters are indicated on this page. for actual site class Ss ane S t = htapced Spectral Acceleration Values used in design refer to seismic design summary) Site Class B - =a = 1 0 ,Fv = 1.0 Data are based on a Cr 05 deg grin spacing Perri Sa (sec) (g) 0.2 0 946 (Ss. Site Class B) 1.0 0340(S1. Site Class 6) Design Summary: The fo towing calculations for the the design of three new awnings that are to be attached to I6ga Framing that is to be placed on the exterior of an existing building. The 169a Framing and existing hulloing is designed by others SE'C 's'ir earti.r e..; Prclect Name Jos A Bank Awning PO# 10999 Protect d 120076 F :rJxi• ;i 0 °2 9611 SW Washington Square Road Tigard, Oregon MILLER (503)246 -1250 Client' Ramsay Signs Consulting FAX: 246-1395 Engineers BY CJM Cleft �.'.Mtil Date' 02/09/12 Page 1 of 14 • • ___ 116ADING: By Observation Seismic Does Not Control WIND. ASCE7 -051 95 (mph. Exp 1 B I Height of building (h) = 35 ft ASCE 7 -05 Wind Design (3 second gust) Length of Awning (L) = 14.1 ft K1 = 0.00 (ASCE 7 -05 Figure 6 -4) Importance Factor (I) = 1 K2 = 1.00 (ASCE 7 -05 Figura 6-4) Leeward Factor (GCp) = 0.97 Figure 6-1 IA. page 55 K3 = 1.00 (ASCE 7 -05 Figure 6-4) Wmcward Factor (GCp) = -0 84 Figure 6 -11A page 55 Kzt = 1.00 (ASCE Eqn 6 -3) Kd = 0.85 (ASCE 7-05 Table 6 -4) (P= g GCp 'I) 1 Kz qz I P(psf) 1 0 73 14.34 1 = 13 9 leeward 0 73 14 34 1 = -12 0 windward i r 1 Awning Material and Size: Awning Type. , , e . Awning Dimentions Material' 6061 -T6 Aluminum Tube Type. IV - ' W= 3 5 It Loads (psf) H = 4 `t • Dead = 3 psf L \ 1 d = O ft Snow = 25 psf t T = 0.67 ft Leeward Wind = 13 9 psi _._1 _ _ 4 ' _ � . A = 56.4 ft Windward Wind = -12.0 psf 1/ - - - -....: y ►x 7-7- A Frame spacing =1 3.5 lft o c. . r . 1,' ; i . N. - C...% ±,i Member Loading: \-__,./ - n_ - N d1 = 3.5 ft d2 = 5.32 ft. diagonal member length diagonal angle = 41.19 deg. Ad = 18.62 . ft diagonal projected area Av = 12 25 ft honz projected area Honz Members. Nose members (add to honz. member) leeward = 37.0 plf, max = 18.62/4'13 91(3 5/2) leeward = 4 7 pff. max = 0 67/2-13 9 -+ x = 27.8 plf -► windward = -4.0 plf. max = 0 6712' -12 4 - y = 24.3 pIf • windward = -31.9 plf. max = 18 6214• -121(3 512) horizontal member x = -24.0 plf +- y = -21.0 plf 4. `. dead = 5.3 plf. max = 12.25/4'3/(3 524 s , • • snow = 43.8 pIf. max = 12.25/4 /2) Diagonal member leeward = 24.3 plf max = 18.62/4 32/2) -"`\ •a, x = 18.3 plf --• ;� y= 16.0 • plf • .,- ' , windward -21 0 Of max = • 18 6214'- 12/(5.32!2) •� x = -15.8 plf 4- . `, y = -13.8 plf j diagonal member nose member, dead = 3.5 plf, max = 12 25/4'3/(5 32/2)4, as applicable snow = 28.8 plf, max = 12 25/4 32/2) j (type IV awning) e ?s70 SW 3a ?ivu Jos A Bank Awnin_u PO 10099 . ' • lig, P'ojt c1 Name Project 120078 Suvte One Huidree Portla'zn, OR 97219 -5412 LecntLocation 961 I SW l4'ashin__ton Square Road, Tigard. 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Projec ts.201 2: I 211078 \Calculations an GRAPIIICA RESI.liti • Ld Cemh 30 oD--‘11.4".: Reacnnn iklpo Engineer: • 405 I .5 -012oi • .11 On64 4) 1218 • • • I) 1263 • • • • • • • • • • 1 • • - ( 206+ • • • • • • • • S-FRAME Enterprise 10.0 Cop■TlEht 1995•.012, S-FRAMF:. Samar.: In,: ; Miller Consulting Engineers, Inc. Filename: W: %Projects 2012' I200781Caleulations\awning.TFL • GRAPHICAL RESULTS - Ld Comb i 0 6D- WI - >Fc Reaction (lfpcl Engineer: otM• • u nlf9 • �G,Os • 0 on 0 non • • 1 1R?` 0 O • 00(127 01 ; • • • • 0 13 • • ) • • • E • 1 • *�; 2.sCr `;,•IS l�6-1/2 - ?`� S -FRAME Enterprise 14vxinn m.n C Copratht 1995 - 3012, S- Fi.AMI: Software Inc - - - . Miller Consulting Engineers, Inc. • Fi Icrianw. W: Projects' I 2' 1200 Calculationsamling.T El- ' GRAN IIC RESI21.1 - I d Comb 4 D-0 7545 -W%% i• Rcution II:Ts I Engineer: 0 1384 • 3202 • OI 3.135' • • • 0 3202 • a 1 • • • • • - • • • • • • . Oli • • • • 0, • r. • S-FRAME Emerprise Vcr,iun IRO C Copt I I 4'45-20 I 2 S.FR A %II: co fl war: Ir.: . _ .• • Miller Consulting Engineers, Inc. Filename. WAProjects\2012 GRAPHICAL RESULTS .1.d Comb 4 D.() 7 Sr S-Ww)..‘ Reaction (kips Engineer: I) irs Al 2460. 0 ii25 • : • • DES,76,..3 -023 05S7 • • .TO Cc...42 y • • ele.ra • • 4) 2466 F ; I 3 FO • • • • • • ?Li) 1.E_ • • • • HZ 7, E. S-FRAME Enterprise. *, Canynght 1995-2t1I2 '-FR-ME Software Inc Miller Consulting Engineers. Inc. Filename: W. Projects 201_" I2007R \Cakulalions aww'nine.FEL CR iTS- IdComb4D -075 S- 11'w) - -.\ IForce∎ Engineer: Axial Force (kips) 0.2356 0 1969 „ Y` ' 0.1582 • ■ - 0.1195 0` "\ - - l ,1- r r 0.0808 . _ . ~ ail 1 0.0421 ( '•• 4h ° ., • 0.0034 ‘z” 7v ' ® -• : s97 - 0353 �p et r' - 1 t , c, -v •e 9 a a • a t .) y\ /0 // v, -0.0740 � " , T +6 q f : Y� .1 • -0 1127 a ���a a s ' „gr a? � �� f 3 vo / o/ 1 1 OM -0 1514 1� _ 1. s� , v a MI ” r t, .° vY� �, a e - `� -01901 a " r \n4 ``** � j�yY MI -0 2287 .- O r d a -o le .. o . ' `ate, X1.5. 7 . ' I \ ar \ r�°c ?1 0 k)0 t: Z:.:1': y e� 5 ii • G / D 4 11 4 • 4 a \a r' S -FRAME Enterprise Version 10 0 r Cnp}nght 1991- _I)I2. S -FRAME Software Inc Miller Consulting Engineers, Inc. Filename: 14': \Projects120I 2\ 120075 \Calculatums`•awnine. FEL GRAPIIIC.11. RFSI;I TS - Ld Comb 4 D - 0IiiS - Wm. i•:v \Iomeni (k - tL Engineer: z Moment (k -ft) 0.0204 ® 0.0152 ``�, . c t` I: 0.0099 _ 0.0047 �J` �i:' :,% l _ ! r 0.0006 , - Wiri ,k+,- -r -0.0058 \ 110 - 0.0111 A ,`, ' NEI -0.0163 0 � -, c o 11111 - 0.0216 z Az. x �� 4 11111 S - 0.0269 A ° �� �i4� °o M' 0 °6 6V Ell - 0.0321 ' A — -0.0374 J � 1. -., �� �. EN •0,0426 ��w� a • :21.,r',. o��� c‘• ]C '..F. '- ‘•'' S:,, x T _ r B ▪ I 0, 7170 • t i `v • .Q" N -' C l � 1 1 • �r; r��� _•.,-. " s CV N O •A ,2 -c, - s �r p .A ` ` �� a .0 a d - O :1- .„,)? 9�k rJ Aq v, }l � -, 4 r s: • a • x • al A t �l s a .Q� • S -FRAME Enterprise Version Ian IT Cop,nghi 19'45-Z012 S- FRA \1F. Snfiwarc Inc 9/ Miller Consulting Engineers, Inc. Filename: 11; 1Projects \2012112007R1Calculutions'.awn ine. TE I_ GRAPHICAL RESULTS • 1.d Comb 4 D -0 7515 - Ww)- Moment tk•fll Engineer: y Moment (k -ft) 0.0496 0.0415 ,`° 0.0334 ' -� G 0.0253 4 a .'214it> c o d ---' 00172 _ 1i 0.0091 - 0.0010 „` - _ � IIII 414 -00071 ' '- = T ., --d N, o ,. '` xtc ■} tJ EMI � i. ,� , , Vi , i, _' ^, i t •0 0152 -0.0233 ,� " "' ` . ' , - 0.0314 yy ; MI 0 0395 { ;� e, ?.. +,i MI -0.0476 , � N 1 %' o .. .�oL. . , o , 0 -.; ' . °/ kir*, s." : ` `�) c..cy, . �i4j9 ,1 4 • ' t p' -:t 0 -. G 3 y \� r� . • , o - •ti go. ' 0 r ` 1 � .. . - 1 . li • r e S -FRAME Enterprise I'e tsion /0 0 C Cop right 19cH•2012. S•FRA\iE Sofn lnc • sa/ • AI,n.num Fubs Goon 5.1 i 0 4 01+ n 1.1 25 So •I 0174 1 • S •I (1 Ill 401 A•1 0 44 S 4 0, 4 1 325 .1 se. 325 !n •1 ^ _ '25 . 2 11 0 36 ,n • 50Rr40 057C u} 1' •1 C .10 • SCIPT(00570 • 0557 e ,• , '7 N 0057 r' 41/4 Ir' /Alamo 4 •4:43.115•' Yuns-u• G aze 50051. 1:6.1 :•1'r, 4340 _ • rrnU 70 O, •Ames occur '4 1 I . ••ar, ..abr - , >• +n _ I 30 •3N • --T r n ••i 15 ,k. I _+441 3. 33 Ft, .r 15 "jkq .4• 12572 7 :Se's vnen so • I, 57 47 'on Rae[r won ahC sC•n,-0n I _ • 1 '927 1 I ,e • 1 05 I I c •L i 021 L I I 95 1 15 . 5 4111 ,5• I I 1.. •. as , 1 1 0 Q2 - 27 Bandlnn 71 .1 0 174'5 Carnpresslon in Booms, 1 1,40,. Fiber 13 A II) 1.5..1 4733 1• 51en arnra Im•7lms S e•'4.'re.•m a .l '•9 p 142'2' 1 4x05'30.r:0057'C 1;44 51 52 ' .1 •' 5091 1 r. I '39 1 4069 ' I• + 54 • C 20 1 L5 1.,R. 1u11 • I 44 1 1445 _ 000 - % n Sen Am '•0, .1 33 I••n S :esses p1. 1 .5, •i 5530 in 3.51 i 51.5.5:1 345 - ,o•mmr Inn 5 • x'5.4 •155':,: S'SQAT'0 C57'3 •• 411 539• 1 434 4,.A Fb. - 0025 I si Weak Ayes •11 • I 31:4 IM: • 37 114 - ••nevus P1. 3L 3.5 1 515 I 5:1. I 41> r 0.':1 r •L Cpmmres4mn. C09-4 DI-At TO o • e.. • Ib Cam.preasmn In CaYumme 01.4 71 Lb•: SOOC nn U -,- O LAretA� 5'4m0m Lm On .r1 S •: s1 52 I n 41eranns.11,1•' '911 320T S L C I 0 LCs, 152 � 1. 1. ,970 Ion nom 3 55rosrs ;,r ., 1 4117.51 151 Ln,t e •, Ii. 1 WA I1 / A 1 1970 1 S'>rrm.ss os •9 Compression in Column Elements 13 4 91 Fc .1 L975 I ;141 San 315 S1e10emess Ur+%nsens• (011 1 S1 S: ' 4 ; 4_ e4.741 Local 5,15554 column Menem I •2 I 51- 1 e✓ .1 1 091030 lm .' 14 0.51.2.10-^0 Stresses, "5 Fcreu • noes ed en 6579 n,,rpr I 51..47 1 Sl151.S2 1 52.57 1 - 1c •1 34524 nu 1.17 I 9975 ' FLA 1 • F: • In. 0x1.574. -,4 ca.. wtr k• IS' ns.911744 9 73% Shea" 40 It: Sneer In Elements (3.4201 .+ 075 1 'n• • 7'0:75 •>Ienclemes, L. 0.-1) 09-57 '•ens. nl PO 5 I s• 1 1 - 10•00 X 0s. I I `F, 1 • L .1 4' 0 2 Snvq s>,. ' 54% 551_15 4s , ▪ 4 1 - -- �� i :S ,r,•.<1 - _ r, 2 1 •,.I 7)75 s • 1.7'0 '25 f 10457 1 4'• , . A 1 :31::er'nra a1'• 11 I 7.,,. Am • 1 :3130 f1••• m Suras As Y,•1 0 '111• .75 • ..3 1 011 ost.5) 1 52• 1 G 1p_'7. I 1 :45C - J N ' i V4 I Taos+.' 3 '1 4,1.4 1 - _;m t • .. 12`.1'11 0 125' 1 7 1055 , . 0'12'157 120 0 1701! .. 134 1m. v 0.1+1 I Tensloe 131.11 :..) rw .l 7 ±4 1;. ...r 5597 _ i m amines W 0) ' , mar...? A l •" Co ^sne' un :nrcn n r4• •rr3105 5 0 0% Colnb•rod Fo.cos 3 45 • 1 30:31 Itao 6941.6 :.1.0 175 olc_mrr m:urn 1 95 70 SW 911; na aI' :d Jac A Bank Awning PO= 10999 O 541!)5 One Nuntlr,a Project Name _4.x41150) # 1_ 8 ___- Inei Parllana. OR 97219-5.112 Location 961 I SW Washington Square Road. Tigard, Oregon MILLER Client Ramsay Signs - - - ^c•I='::7 (503;246 -1250 :1r'!ag Fax: 246 -1395 B'v CJM Ck'd GL v1•.J Date 2/9/12 Page 1) of 14 F ____ - - -- 41 �{-r� .4m�n4.m 1447. 0904.• L C_ &1 : 3%'5'01`1 0 S.ttq n na1 1 l a 9 125 fre - r• aI 0 114 1, St: • 0 114 4 ,, 4 •1 044 14 It, • J 2S is • "3 •2r2 409, •1 2325 = 1•: •25'2 •.•' C 10 14' - 5.0a11 0 44, 3 •: 0 3E �,. 335.7411.7555544) n• 0057 ' 9 •• 057 . J•• 0114 ,n 491urt11 "•pper 4.191 -eon C44.211 35811! Wok d)nr 4 •7f5 4343 •ratnrn Co, ,at, .42•41 • I'en, .02, 1re4 E•I 10109 jkst I ai ds •' I1 707 CS! , kc I ' 4 41.5 15 Ma 9 F •' 15 Ica Cs • I 2N7 I Wok Meer car •1 5697 Cs thn1491<n7 wwl: ntm n o I • Bc t6n l Gc •f 07 o. 7 I .4•I 1 65 CC•I :0230 I v,•, 795 I 99. 1825 1 149 I C0•! 1 I 03.3 I 4'•i (35 I 12.1 2 1 Bending M. • C I14b Coapr¢484on in Swarm. e.o m. COer 11.4 14) ;D. • 42 00 Ip Sk demem lolla5o s SI44C•eson. I • I 1,5 • , 420114'_& 5'SCPri0057 :411 1 SI 1 52 I 9051 106 ' 135 I .Loa 1 - 'I 3 0• • C'12,5114 ,o'- ki - I u45 0 39 995.c Ala °I 5G . 5 5>rscs. cr. Lq•1 473,3 1 : 3.5 , + 5 • : 1 45 I :.5 57,24r7.97 5 •i • 19 t4731 9T7.337'5 •:4 r 9^91 _ %A I ;44 •. • I 9051 Its 7:nu .v- '..1 9731 Iasi •494'' 1 59.5.,.,9 33 5) 47• - S.S7 4 5:+5.52 r ..721 ' u^.9• ti77 \ s , Cpmprns,on 0 •' 32 170 Corntesseon In Coknmr. (3.411 In •. 42.'30 +1 54rcet L.442572.919.1.1.41 k 4; 1 r E mn 5_ I 774 . =1 :187 I 0 '4.1 3254 199 mom 51 SIM.. 04 ^ •; 1 .L.451 I51nL 524,1+ 1 :Al I YA ,. I 3754 ;4+ C+• • 8 1 Comp•nsron In Ce4mn Elements 17 191 Ft,: 997 laY ^x+349 5;4.a41•MO Lonentsns (G^ a 7 a ec a: wa aril c- c. •pku C• ., SITS., r 7 1 n . 5 5 ' ^ • � • iG153C jaw • 3. ••2'1,.4 8 .1. 'E•'2"I031' 4 4resse, rrye r ^ •I 54.61 - 1 n6• °9'5 ' n..snr ta'p, , :457 1 51.5••4.; •:•01 I F's • 1 13494 - 4 ':s t_ fl- } l 501 1'5 r'a 3754 ICY ,5 , ,5504.71: 571 In • 2:Sa44 11854 311.4r I V. •1 18 :0 Shea In Ekm•0197 (7.4.201 n• 1 0.75 41 • 1 -2'3125 5•,Carmns L 00410 s 19.31 Stordemmn 971.1 8 ( SI I 52 1 1 0400 w I 45 I 101 94, • 1 744 pd • 35 541 :5 590.•(2 Ana 1 384 10,990011, :TV V. • 57 ID 1.1051 1 5141,1.332 1 52.941 9..1 375 " • :.: 540 733 113 I r1A I 1077 5144.4 n5.I 66 YYpk.at % , • 1 Jr S0'ems, nu , • I 238 1C•-+ • 59 40 25 14•51 1514Ie1.52 52461 1 2764 10440 I N9h Nil. - 11+711 • rni 8;33 -.-•1 1 In' •o a:25j21 -0 1:51 97:•1 7 419.• 0' 72'7'3 • 75 -e im'(1.0 175)) F • %C CC 1 2 0 001 ru,nnn. 19 4 I) 47. 1b 1 5 744 I 4 1 w, - 1t , +. 5101mu1 SI: 4l nev.:7 : -04-04• ce:c -9•41 919 :crturn 0 00.3 I 0embined 4ernnV -- 0'• • CK ('Jon 905•.18 • .:•C '75 amen h.C.n I 957c SW Barba' P+) Jus A Bank Awnlns P011 10999 PrOICt Name Project = 12007S ■ Suite i'I6 'f,in5r13 -- - -- - - -- -- - PPor!IarG. GA 97219.541? Location_ 061 I SW Washington Square Road, 'Tigard. Oregon MILLER Client Ramsay Signs Co,NsULT' 4 , (503)246 - 1250 Ck _ vc.∎: . =s Fax 246-1395 gBy CJM 'd f Date 2/9/12 _ Page �Z o 14 i _ _ _ _ •• Aluminum TubeDttsign • ; {,GA(Z 7- -+GM AZ 7Z) .3PAPJ t.1=N6Q1..1S - -- I Secoon properties b =I 3 lin • d= 3 to 1= 025 iin .Sok = 2.330 in' SCy = f 2 330 in' 2117- L 21/? A = 275 in' •1 W ae, = 15 in = 3 257 • ae, = 1 5 in = 3'0 257 }� I r r G re = 1 127 et' = SORT(3 4552 75) �f"'Ij,S r 4 - 3 - 4-3 .5 -33- ={ ■ ry =f 1.127 p; = SORT(3 495/2 75) Ix =1 3,495 h- 3 495 In' .1— ', y9Li 1; J =t 6.990 'in' J . <'5— Material Properties N„minum Grade 6061 -76 Weld Fdler / tsy 4043 reaction does occur /mien r Oren welced area E_ r 10100 4.0 I Gas= 1057 Kw 1 =cy - 15 ksi 1 Os= 003 1 ry = 15 kr,: Cs = 126 72 Weld sneer cap 5807 psi (baser: on weld a'rey strenptn) Bc = 16 22 ksi Gc = 0 07 ny .1 1 55 } Cc = 102 30 nu .1 t 95 1 Bp = 18 25 t esi Cb= 1 I 00. 038 1 .1 =1 0:15 1 _ .2 =1 2 Bending LI, = 1694 ft -lb Compression in Beams, extreme fiber (3 4.14) Lb.= 42.00 in slenderness Lintuaticns. Slenderness, S = 40 = (427.33)40 5'308113 495'6 99)) 1 ,Si I 52 Fb, = 9091 psi 139 4088 lb, = 3724 psi = 1694'12/2.33 Lb limit. (in) = 147 4336 95.96'.5 Strong Axis M, :I 0 bib Stresses, psi Lb, = 58.00 in I 5 =51 SI.S <52 52 <S Slenderness. S = "--- 75 --- 1= 1= (58'2 33)/(0 5'SORT(3 495'6 991) I 0091 NIA NIA Ft, = 9091 ipsi Weak Axis' lb. = 0 psi = 0 33 Stresses, psi: 000% I S<SI SI<S<S2 I S2 <5 I • ( 9091 N/A I N,A 1 Shear ' V, =' 3°6 lib Shear in Elements: 13 4 201 'I= 2 5 fin= 3.7'0 25 Slenderness Ltmit:niers (tot) Slenderness hit = 10 1 SI S2 • re, _ '0400 Ips 45 101 tv =) 244 i cm = 36811 5 Strang Ann 2.35% Stresses si V, = b I bile-S1 1 S1uMuS2 1 S2 4'vt h = 2 5 .n = 3-2'0 25 1 1 0400 N/A l N/A Slenderness. NIt = 10 Weak Axis Fv, = 13400 psi Stresses, psi. N,. 0 psi /15 rn 4S1 I S1 <ht <S21 S2 < h/t 0.00% 10400 1 N/A I N/A I To-son = 0 ft-lb A'rt = 8 in' _ (3-0 25)'t3 -0.25) 'v, =1 0 ps' = 0'12i(2'0 2513-0 251'(34) 25)1 Fe.; 1 3400 loci 0 30% Combined Forces. 096 - r'000K (L'se 5061 -7S 3x3x0 25 a•umtriur•. lute I I 55 7 5 SW Barbs' aim Jos A Bank Awning POP- 10994 1200 73 fi SJIte One Huntl'e0 Project Name Project > Port'ar,C, CR 97215 -5 41 •)61 I SW Washington Square !toad. Tigard, Oregon Location M I L L E R Clir ;,t Ramsap Signs • i)N (503)246 -1250 - - — C _r,, ;y:.: Fax: 246 -1395 By CJM _ - k'ti -cV,,J Date) — 2/9/12 cage L3 of 14 - ( LI`t - /_. K C;.. -T_'r+ _c1 r1 Pe -; Alt a — y — -- tv -- Z -- ---] .._____, ,,,,(1c"° `_'"1 C,4- -c. 11 ( r : 11?. .C.75 �'= nr..IL 013 3L.Ot 2r . =( r �(6t r '!6 a�.t•1:._._ - 1 x - 7- 5 : (;qC /o. o f 5/2 ;;;, s =? o 5 7.3 26000 1 3 ZQ` ca i to 1 I (..,..CZE.i 1,'.-F• I E c . .. ?. r_V F., l.,, 1 = 1: V ?20rt ', z .. / 1 OLIO /(z -) =2? vim 2Z ?/ % =C1 ) 3zo 3( A SE ' -r 774.: 7.=:-/ E ..I c,t).. t i.., .i= 1 ' T 1 /(z c._ aj) V= 324)—/(2_ ca-F;) . Tc= 2I/3 = Z( •'le !(I`( /, r_ :. -1 • LSE '4! ' 4 TF'f,; Pipe Spacer Thraucl' `. epee: offset 4 2.00 in . • V= 1600 lb M -, 320 1,n-lb Space PIPE Sr_e 3;4" SCH40 Sx= FT3 07 in' Mc =1 7 05 Ifi -lb = 10500 0671 320 < 705 CK (Use PIPE 314" SCH40 . I Weld 1/8 finch Stet all around .: ?." = 1 C;a (d1)=I 105 lin Oas-'deDiarreteralpee ,y`s.� 11 'dl =1 t 23 ,'n Outer diameter of weld ,;/1 i., \^ i tl! =I 0 0 ;a 5 ;n Weld moment of iren 1 151= 0 05 m'' :'eta sectiol modr,ti s Mc =l 42 [n 7-lb :.' :: I .320 < 471 75 OK; 'Use 0.125' fillet weld all around I — ` '' ___1 Tc r "80 "3 = 21 z. 1r(2) -c t-t s E () /xi '9f r i I 0570 SW Oarbur 31:a ins A 13itnk A\rniny' P0- 1090Q •' Surlr? 054 Hur,Cr?d roje .a Name ° roject .- I_00'78 , fp Portlaac. OT 97219.54'2 I 961 I SW Washington Square Road. Ti_!ard. Oregon Location MILLER CIient Ramsay Signs — coca :3t:t , S,u: (503)246 -1250 ,, I :r.Gr'-'EE =s Fax: 246 -1395 By CJM Gk'd IP D 2/9/12 P age `1 of 14