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SGN1998-00104 CITY OFTIGARD 4/A DEVELOPMENT SERVICES 13125 ) PERMIT #: SGN98 -0104 DATE ISSUED • 08/13/98 PARCEL : 2S112AD- 001', ZONE : I -P JURISDICTION...: TIG BUSINESS NAME..: PAUL SCHATZ FURNITURE SIGN LOCATION..: ' SW BONITA RD APPLICANT /AGENT: PAUL SCHATZ FURNITURE BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (Y) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS : 6'8° X 2'8° TOTAL SIGN AREA • 18 sq.ft. WALL AREA 5612 sq.ft. WALL FACE (DIRECTION): E SIGN HEIGHT • 16 ft. PROJECTION FROM WALL.: 6 in. ILLUMINATION : INT DESCRIPTION OF SIGN: 18 square feet of copy for an awning MATERIALS • VINYL EXISTING SIGNS : 0 ELECTRICAL PERMIT REQUIRED: Y BUILDING PERMIT REQUIRED..: Y ADMINISTRATIVE EXCEPTIONS.: N/A PERMIT FEE: $ 50. This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All work will be done in accordance with approved approved plans. A sign permit shall expire 90 days from approval date. A temporary sign shall expire 30 days from approval date. A balloon sign shall expire 10 days from approval date. APPROVED BY: 4 ' PERMITTEE SIGNATURE: 4 ' DATE: 08/13/98 SIGN PERMIT APPLICATION * (•, 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 FAX: (503) 684 -7297 CITY OF TIGARD Au v" ^S 11---S GENERAL INFORMATION (PLEASE PRINT CLEARLY) Sign Address /Location: (4011 S 3 Yob `'.. FOR STAFF USE ONLY Name of TenanUBusiness: Pc,-.\ Sc . <1 :G.( -, - h-re ^'� Address: Date Received: Applicant/Agent/Contact Person: 6e.-. SPecc: ^5 Received By: 17L Gya _ Sign Company: ().• �e t'\- --C.� cc Phone: Co2`I-S�OCz Permit No.(s): 56) I D 6 ICY( 7 s („« Permit Fee: `� -1)6 ���. L� X 722 Receipt No.: C . - ' t I L e , / City: \ " State: Zip: i Y Approved By: . �o Sign Company C.C.B. #: '3 2 31» Date of Approval:. S Expiration Date: EXpiration:Date :. City of Tigard Business Tax #: 9'8 — 4 "7`15. ' . .e . (or) Expiration Date: Zoning: Metro Business License #: Expiration Date: Electrical Permit Required? Yes tA No Proposed Sign: (check as many as applicable) Building Permit Required? Yes No ❑ Permanent ® Freestanding ❑ Freeway ❑ Rev. 12/27/96 I:\curpinlmasters\spa.doc Temporary ❑ Wall ❑ Electronic ❑ Other Billboard ❑ Balloon ❑ Sign Dimensions: (p' - 8 K2'8 Total Sign Areas (sq. ft.): as REQUIRED SUBMITTAL ELEMENTS Total Wall Area (sq. ft.): "Zoo i, SLptz— Direction Wall Faces: (circle one) N S EO W NE NW SE SW ❑ Completed Application Form Height (ft.): ttv' ❑ Site /Plot Plan Drawn to Scale Projection from Wall: (2 copies, 3 if a building permit is required) Illumination: Yes g' No ❑ Type: Internal pr External ❑ ❑ Elevations Drawn to Scale (2 copies, 3 if a building permit is required) U.L. Label #: ❑ Applicant's Statement Copy: L.e. 4) ; re c t ❑ Fee (Permanent Sign, any size) $50.00 Materials: \) ..." ( c,,,,,', ‘... - Fc.1o ❑ Fee (Temporary Sign) $15.00 Are there any Existing Signs at this Location? Yes No ❑ I certify that I am the recorded owner of the It yes, a list of all sign dimensions must also be submitted.' property or an agent authorized by the owner. NOTE: ' If work authorized under a sign permit has not been completed within ninety days after the issuance of the '4" ` .o- permit. THE PERMIT SHALL BECOME NULL AND VOID. Applic nt's Signature 1 j 0 i��l a A W N I N G C O Paul Schatz Signage North Side Wall Area — 2000 sq. ft. Existing — One sign 108 sq. ft. Proposed: Awning 1- 4 sq. ft. of signage Awning 2- 4 sq. ft. of signage East Side Wall Area — 5612 sq. ft. Existing — One sign 108 sq. ft. Proposed: Awning 3- 4 sq. ft. of signage Awning 4- 4 sq. ft. of signage Awning 5- 18 sq. ft. of signage 7300 SW Landmark Portland, Or 97224 (503) 624 -5600 1-800-866-9172 FAX (503) 968 -5440 Craftsmanship & Creativity Since 1891 F IL \ — NEW WINDOW CANOPY OFFICES i f r ABOVE 1._ !e s i �•I� •• • , to .•t .0 . r tot iZ ii Ai ite CITY OF TIGARD z Approved �, . NEW WINDOW CANOPY . • Conditionally • Approved [ . ) : 2 � as dg cribed in,:, • For only the w • , PERMIT NO. kJ - (O ►4 O • See Letter to: Follav41Sfltal . [ � ∎ • ' ? • N� �•� �3 z ' tach__ .- [ ) • . . •3 Job A B • • bl - 4 4 . I . % • ;4. z {tW�l 1 • BY: ti " Date: . 9> —11 ' % . 1 0 i • •�4 • { � • VI i w © .4, • +4 • NEW WINDOW CANOPY • • ENTRY it•�. • A TYP. 0 4 PLACES ►�• '?vl 4 • _ —mi •i• •• • Paa40Caltb iiiiiiiid•••:•DM M iii ii•••�•i i•J�• • •iti'iiii iKV: iiL•i• ••• •••dam• •ii iiatta X.:4 ..•,� VAMP. 1 a NEW WINDOW CANOPY (EXIST. WINDOW N EW WINDOW 1_ _1 I ci d THREE NEW 30' +/- • FLAG POLES - CENTER e6 F,A-rV . ON CORNER OF BUILDING • Cam ` p �/ 1 I $ EXISTING PARKING h .:: • BUILDING PLAN "3„ - - SC/2 ft" ALL . JOINTS DISIMILAR TOP OF NEW PARAPET WALL NEW CONST. O o NEW CONST. o NEW CONST. I TOP OF EXIST. � N PARAPET WALL N iv •I AND NEW EIFS �-� S ,�^— ,� EXP. JOINT ='{ fi. 2_ j og • , '3 1VS [------ , 4-. ' 1\ • . . ..._......._gL_________.________, 6 1 cn See s wrck See s Ket(-; Eat` Elzs._ lb i=oe. N entry criopy 4 — - -- — 20' 4 " - -- - -- — / 1 - -6' 8 -3/8" -- 6, 011 '--S-71----7. il 7. Alg)._,0c,%(.74/L24 / 2' 8 -7/8" iii i l Z 7 C IT / / / ______ Ak- 18 ft. 561. ---/ -- r — / n fi g= ( i�r, [' _________----- J.. cC `- EXIST. i = I NEW WINDOW GW�PY OFFICES � lid. 1 ABOVE-\ i_ A. :: �. CITY OF TIGARD N • Approved - '�'� Conditionally Approved 1 1 , 44 ■ For only the work as described i t :4I PERMIT Pib. 1�+.t —Wino A4Alr�61,1 - Old`, • • • See Letter to: Follow 1 1 t _ •• Attach E 1 �� • • ;i Job • , dress* By: • - tA....- __ . Date: $ - t t .! NEW WINDOW CANOPY . . . • • . • • .4 2 - • Nil E XISTING ����•� z ••• i4 • ••• 0 Si VI N • • 4 N • e Lai ® •. . . . . . . . . pp., . - ' NEW WINDOW CANOPY ENTRY � - \ TYP. 0 4 PLACES '..• \\ 1 1 .• , ' • 0 + or, D'• • • • • 16 :40:11'•'�'4.4. • i0' 6 l • •. 'b'•'•'•'A• • • •. •'• '�'ACatt'A•'AA•'AAA. •. • • AP'• , , ■ ■ • NEW WINDOW CANOPY LEXIST. WINDOWS NEW WINDOW # 3 l � • - - - -- - - - -- -- -- - - - --� d THREE NEW 30 /- ° FLAG POLES - CENTER ON CORNER OF BUILDING ).)eL1 E,,,-v -ry • .t.5 CITY O* TIGARD Approved EXISTING PARKING Conditionally Approved ( I. For only the work as sccr e in: PERMIT NO. � � • Coo Lotter - Latter to: F( •..........:. ( I: ( 1: It Address:.. SW Dae BIJob .. t : • _ Ai III rnNr_ P1 AM ,. . . • co co ---._ I-. co j. --. . . . I-. to Lo _ ---- -- ---- - Z-clip WO co 4-- --- Opacor to prevent Entry Ca tot opy ll) dr from &forming ----,-,., cs: Concrete titt-up — •• - Elf-5. Wedte arithor CD with 1•1/2 EWS into concrete ,,e;-• FRAME - c_n / ."--- \ 1 IN. 50, TUBE GALS/. ca • ca 16 GA. GATOR-WM cn I-. co 7/ :11 1 1 / "} R t...,,,,. 7a, oc , „ _.....- A: FU ll- LL WEI PEN:TA ED j 5-P NC .4, n.: cn 5Tteir I. Spacer between - — — — • frame vizi cclicree 3/6" exp. ancher cad, side al frame 6' oi. . +LW min eat:xi • 14 , — 20 4" - --=-_—_,_-_-_,•._ •: • ---=._ P — ----- --- . 9 P • op. 'Z' 0 -Cts : sP iY, . . _..t .-76-1/4' 1 f I ti/iv Af /0/ ,, .. .. .. .. 14 :: , ■ I: 1444 G. V‘C :-. ---. .4 o ■ . :■ :o, III . o . .4 ., ,o .. .4 .. L , - -7,- :,.,"="- .. 1--- - . :. L., ==---- . 7. i Lr.,' -- .7...7.,.,-,- 11. ___=. -,.= .,,,, •-,--=--' .-- . -11—. . -.- .7: - .7,,,,. .i----. 1TIVTIn -,..t...,-,., • 7. 9N Land:nay* Ln. - t \ Entry canopy . 5!-' - '1: ,..;,,- ,-:" fort's* Or 97224 Front CAM - Wi m i v iM4,46 ---- = s'i 505 624 • 1 1 ilil 1 • Fs g 966-5440 co t's) . . . ... ' . , ...,, . . . , _ _. Rolect e..." 14 Al 2 AKJ N. S By k . sneer No 1 A.G. olan Consulting 6o, °°ro Q. J ' I Gent 1;^71 I — Pevlsed Job No Portland, Oregon Date 24' ■ k . I \ ■ • 1 ".._mitt- -.>*- T ____ 1 ,f A c. » -t, S sRS . paid rr v l l 1t:ix} H 1 I • � I: p 3 IS4 g-�e ..o�T e G'�7G . I 1 cA , y 2avn e. (fi' :1 4 r r.j � • i f444- 709Es 7v 8 t • /x /x /y,9 / 6PA)Co. / 1 R14711r, P15716 i � - so ks, • Act. 14 E225 rn r G fluo- PE N67PA7i °N) AL-L. - At1D4.0ND 1 I I • • W30/1998 18:58 503518146 AG ROLIN CONS PAGE 05• 3 RISA -2D (R) Version 4.0 Basic Edition Rolin Consulting Job : S9824 1403 S.W. 23rd Court Page: 1 Gresham, OR 97050 Date: 7/30/98 File: S9824WIN PAUL SCHATZ ENTRY AWNING Units US Standard Steel Code AISC 9th Edition ASD Allowable Stress Increase Factor 1.333 Include Shear Deformation _ Yes No. of Sections for Member Calcs 5 Do Redesign Yes P -Delta Analysis Tolerance 0.50% _ . < Joint Coordinates >____ = =__ = = - - -= = Joint X Y Joint No Coordinate Coordinate Temperature ft ft °F 1 0.000 0.000 0.00 2 4.000 0.000 0.00 3 6.000 0.000 0.00 4 ' 0.000 3.000 0.00 5 4.000 3.000 0.00 6 6.000 3.000 0.00 7 5.000 4.000 0.00 8 3.500 5.000 0.00 9 1.750 5.750 0.00 10 0.000 6.000 0.00 < Boundary Conditions > = = == __ === = =___ _______ __ ___= Joint + Translation + No X Y Rotation K /in K /in K- ft /rad 1 Reaction Reaction 4 Reaction Reaction 10 Reaction Reaction < Materials (General) > _ Material Young's Shear Poisson's Thermal Weight Yield Label Modulus Modulus Ratio .Coef. Density Stress Ksi Ksi 10 "5 °F--- -K /ft3 Ksi STL 29000.00 11154.00 0.3000 0.65000 0.490 36.00 < Sections > = = = === = == = = = = - -_ Section Database Material As As I I T Label Shape Label Area yy zz yy zz C in in in 1X1 STL 1.86e -1 1.2 1.2 2.8e -2 2.8e -2 b f / JG/ 1'00 10: 0O JG301 O14L0 HU KULIIV I,UIYJ P'HUC GO • l • RISA -2D (R) Version 4.0 Basic Edition Rolin Consulting Job : S9824 1403 S.W. 23rd Court Page: 2 Gresham, OR 97080 Date: 7/30/98 File: S9824WIN PAUL SCHATZ ENTRY AWNING :_____ = = = = == = = = = =__ = =< Members > _..__ _ _ ___' Memb Joints Rotate Section Releases Offsets Inactive? No. I J 90° Set I:AVM J:AVM I -End J -End Label 4 Length in in ft - - -- 1 1 2 1X1 4.00 2 2 3 1X1 2.00 3 4 5 1X1 , 4.00 4 5 6 1X1 2.00 5 4 8 1X1 4.03 6 1 4 1X1 3.00 7 4 10 1X1 3.00 8 6 7 1X1 1.41 9 7 . 8 1X1 1.80 10 8 9 1X1 1.90 11 9 10 1X1 1.77 12 2 5 1X1 3.00 _ - -_ -_ ___ = = == = =_ = = = =_< AISC,NDS Parameters > = == = = == _ = == = = =__ = = = = = =a = = == Section Length Lb -out Lb -in Lcomp K K Cm Cb,B Sway Member Set le -out le -in le -bend out in CH o i ft ft ft ft 1 1X1 4.00 2 1X1 2.00 3 1X1 4.00 4 1X1 2.00 5 1X1 4.03 6 1X1 3.00 7 1X1 3.00 8 1X1 1.41 9 1X1 1.80 . 10 1X1 1.90 11 1X1 1.77 12 1X1 3.00 ____ _ .._._...,...< Basic Load Case Data >_______= BLC Basic Load Case Load Type Totals No. Description Nodal Point Dist. 1 4 = ass. =m = == = == m =s. == = : =< Member Distributed Loads, BLC 1 > = = =x == = = =____________ Joints Load Pattern Pattern Member I J Label Multiplier 8 6 7 UNIFORM 1.0000 9 7 8 UNIFORM 1.0000 10 8 9 UNIFORM 1.0000 11 9 10 UNIFORM 1.0000 . 07/30/1998 19: 25 5036181426 AG ROLIN CONS PAGE 01 . S RISA -2D (R) Version 4.0 Basic Edition Rolin Consulting Job : S9824 1403 S.W. 23rd Court Page: 3 Gresham, OR 97080 Date: 7/30/98 File: S9824WIN PAUL SCHATZ ENTRY AWNING caffi=asaca�C= == = =z. = = =_< Load Patterns > _ _ = = = = == = =xm = = == Pattern Magnitudes Locations Label Dir Start End Start End K/ft,F K/ft,F ft or 1 ft or 1 - -- UNIFORM V -0.038 -0.038 0.000 100.000 =r = == _ < Load Combinations >______ _____ =_ RWPE No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv 1 BASIC 1 1.0 == m= == = =_ =< Joint Displacements, LC 1 : BASIC >_ = = = == _ == _= == = = = = == Joint + Translation + Rotation No X Y 82 in in rad 1 0.000 0.000 - 0.00067 2 0.000 -0.049 - 0.00027 3 ,0.000. • -0.056 - 0.00027 4 0.000 0.000 0.00021 5 0.000 -0.049 - 0.00085 6 0.000 , -0.067 - 0.00001 7 0.003 -0.064 - 0.00139 8 0.020 -0.038 0.00163 9 -0.016 -0.120 - 0.00052 10 0.000 0.000 - - 0.00574 =< Reactions, LC 1 : BASIC > =_______ =____ = = = == ______ Joint + Forces + Moment No X Y , Mz K K K -ft 1 0.01 0.00 0.00 4 0.22 0.11 0.00 10 -0.22 0.12 0.00 Totals: 0.00 0.23 Center of Gravity Coords (X,Y,Z) (ft) : 3.000, 4.990, 0.000 ____ _ < Member Section Forces, LC 1 : BASIC >____ = = =_= ____ Member Joints Section I - J 4 Axial Shear Moment K K K -f t 1 1- 2 1 0.00 0.00 0.00 2 0.00 0.00 0.00 3 0.00 0.00 0.00 4 0.00 0.00 0.00 5 0.00 0.00 -0.01 2 2- 3 1 0.00 0.00 0.00 2 0.00 0.00 0.00 3 0.00 0.00 0.00 07/30i199B 19:25 5036181426 AG ROLIN CONS PAGE 02 . RISA -2D (R) Version 4.0 Basic Edition Rolin Consulting Job : S9824 1403 S.W. 23rd Court Page: 4 Gresham, OR 97080 Date: 7/30/98 File: S9824WIN PAUL.SCHATZ ENTRY AWNING = = =s = == asa =mc=a = = =< Member Section Forces, LC '1 BASIC > = == = = = == _ - - Member Joints Section I - J + Axial Shear Moment K K K -ft 4 0.00 0.00 0.00 5 0.00 0.00. 0.00 3 4- 5 1 0.03 0.00 0.01 2 0.03 0.00 0.00 3 0.03 0.00 0.00 4 0.03 0.00 0.00 5 0.03 0.00 0.00 4 5- 6 1 0.03 0.01 0.00 2 0.03 0.01 0.00 3 0.03. 0.01 0.00 4 0.03 0.01 -0.01 5 0.03 0.01 -0.01 5 4- 8 1 0.20 0.01 0.01 2 0.20 0.01 0.01 3 0.20 0.01 0.00 4 0.20 0.01 -0.01 5 0.20 0.01 -0.02 6 1- 4 1 0.00 0.00 0.00 2 0.00 0.00 0.00 3 0.00 0.00 0.00 4 0.00 0.00 0.00 5 0.00 0.00 0.00 7 4- 10 1 0.00 -0.02 -0.02 2 0.00 -0.02 0.00 3 0.00 -0.02 0.01 4 0.00 -0.02 0.03 5 0.00 -0.02 0.04 8 6- 7 1 -0.02 0.03 0.01 2 -0.03 0.02 0.00 3 -0.03 0.01 -0.01 4 -0.04 0.01 -0.01 5 -0.05 0.00 -0.01 9 7- 8 1 -0.05 -0.01 -0.01 2 -0.05 -0.02 -0.01 3 -0.06 -0.03 0.01 4 -0.07 -0.04 0.02 5 -0.08 -0.06 0.05 10 8- 9 1 -0.18 0.09 0.06 ii // ddi PSid . 17: 15 b.ib:bl4'1b All KUL1N LUNG r t i - 7 RISA -2D (R) Version 4.0 Basic Edition Rolin Consulting Job : S9824 1403 S.W. 23rd Court Page: 5 Gresham, OR 97080 Date: 7/30/98 File: S9824WIN PAUL SCHATZ ENTRY AWNING == = == == _ =___ = = =_ = =< Member Section Forces, LC 1 . BASIC >____ =_ Member Joints Section I - J 4 Axial Shear Moment K K K -ft 2 -0.19 0.08 0.02 3 -0.19 0.06 -0.01 4 -0.20 0.05 -0.04 5 -0.21 0.03 -0.06 11 9- 10 1 -0.21 -0.02 -0.06 2 -0.21 -0.04 -0.04 3 -0.21 -0.06 -0.02 4 -0.21 -0.07 0.01 5 -0.22 -0.09 0.04 12 2- 5 1 0.00 0.00 -0.01 2 0.00 0.00 0.00 3 0.00 0.00 0.00 4 0.00 0.00 0.00 5 0.00 0.00 0.01 _____________ "< Member Stresses, LC 1 . BASIC > ________ __ Member Joints Section Bending Bending I - J a Axial Shear Top Bottom Ksi -Ksi Ksi Ksi 1 1 2 1 0.02 0.02 - No Caic- 2 0.02 0.02 3 0.02 0.02 4 0.02 0.02 5 0.02 0.02 2 2 3 1 0.00 0.00 - No Calc- 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 3 4 5 1 0.16 0.02 - No Calc- , 2 0.16 0.02 3 0.16 0.02 4 0.16 0.02 5 0.16 0.02 4 5 6 1 0.18 0.03 - No Calc- 2 0.18 0.03 3 0.18 0.03 4 0.18 0.03 5 0.18 0.03 07/30/1998 19:25 5036181426 AG ROLIN CONS PAGE 04 . RISA -2D (R) Version 4.0 Basic Edition Rolin Consulting Job : S9824 1403 S.W. 23rd Court Page: 6 Gresham, OR 97080 Date: 7/30/98 File: S9824W1N PAUL SCHATZ ENTRY AWNING = = = == == === =m_ =_= < Member Stresses, LC 1 : BASIC >= == = = == = = =. =_,______= Member Joints Section Bending Bending I - J 4 Axial Shear Top Bottom Ksi Ksi Ksi Ksi 5 4 8 1 1.06 0.05 - No Calc- 2 1.06 0.05 _ 3 1.06 0.05 4 1.06 0.05 5 1.06 0.05 6 1 4 1 0.00 -0.01 - No Calc- 2 0.00 -0.01 3 0.00 -0.01 4 0.00 -0.01 5 0.00 -0.01 7 4 10 1 0.00 -0.13 - No Calc- 2 0.00 -0.13 3 0.00 -0.13 4 0.00 -0.13 5 0.00 -0.13 8 6 7 1 -0.11 0.18 - No Ca1c- 2 -0.14 0.14 3 -0.18 0.09 4 -0.22 0.05 5 -0.25 0.01 9 7 8 1 -0.25 -0.05 - No Calc- 2 -0.29 -0.13 3 -0.33 -0.21 4 -0.38 -0.28 5 - 0.42 -0.36 10 8 9 1 -0.96 0.60 - No Calc- 2 -1.00 0.50 3 -1.03 0.40 4 -1.07 0.30 5 -1.10 0.21 11 9 10 1 -1.11 -0.15 - No Calc- 2 -1.12 -0.25 3 -1.14 -0.36 4 -1.15 -0.46 5 -1.16 -0.57 12 2 5 1 0.01 -0.03 - No Calc- 2 0.01 -0.03 3 0.01 -0.03 4 0.01 -0.03 U i / JU! 1 JJV 1 J. i.J J V1 Y4.V HV1 1 \VLlI I VVIIJ I 'i_iL UV • \ G f RISA -2D (R) Version 4.0 Basic Edition Rolin Consulting Job : S9824 1403 S.W. 23rd Court Page: 7 Gresham, OR 97080 Date: 7/30/98 File: S9824WIN PAUL SCHATZ ENTRY AWNING = = = === < Member Stresses, LC 1 . BASIC > - -_ _____ Member Joints Section Bending Bending I - J 4 Axial Shear Top Bottom Ksi Ksi Ksi Ksi 5 0.01 -0.03 • • — - — ___ ____ __ _ ______ _ _______ cc cc ":;"" 0 I \ J ..:.,,., . .., FRAME- 1 IN, 5a TUt3E GALV a . 6- t.0 tL 2' 0" ,- . I \ ,...... . - -: 16 GA GATOR F1 , 542 1 a :;- . -...:( --2 ; v-- : 1 i . L ALL EL5 TO FULL \ \ \ ; a' 0" ,.... I N'' fti.DED JOINTS illD PENETRATION ALL -AROUND T ._-=---,, t, _ _ 4 --1— - - — (1) ale x 6' fat nto evecy stud 24 o..c. max PAINT WELDS i _LY 8 f- 0: - 1-- a' r (7 Center Section End View ----- ---- - - it 1 6 0 lt CT3 012' 0 — - if._-=.=-_-- i _______ _.. ____ 1 ' - I - • ' 1 t 1.7 i i i a la PROp. e3 ( GIN ,. / ,...e7 '- il u __. — --- -- 1-1 i 1 i • el • T 1444 G. 0 ft 4/67) Front View FROJECT: rout 7300 5W lattittlar* Ln. Weidowstreniftp P --- -,,,-. - - Fortiait4 Or 97224 -I :... '1 ii:. - 15 - ATE : — -stbay-wavga-- Wo 624-5600 fax 965-5440 • 0 (.. . . 07/30/1998 19:25 5 836181426 AG ROLIN CONS rapt tlb Prd.ct ei l-/i-r 'L ALA) `0 / N G J e " /'t('1 X sheet No A.G. Rolin Consulting, ..„ °7 j,, 1 o ' Client ,fop No Portland, Oregon � aevlsea / Dot. -J 1 L� 2 UV U Pe-'") At- t'/J._"ti6 .._ I ' ( {r 4 , A w / 7 . Sy 7 s Z S/ps-7 'tor /1nf.kv7 e i7 57j /7 ��w= (4)(_1s) = GoP�F / / i Z � • 3' k' - Ln.• -r a. 5 t 7 ' ' NvT ,2&.tsrp a t/ D6Si6il.r 1 : IS I')c 1 X 1 7G.. 00 3 3 3 4- A,,,,,,,, - , '' 014. e l / 2 - 2 t - 7 s ' s H I���K / � 6 j -T'16 26 T IV1 itT ' liG�Ll trio 6 i7i}) ( \ . Il i' t U / /J / ✓1) I -(I ) 4' K' // 446 /1e11. S 7-vD r) Bv4•JyRE •AL.t. TvBes 70 r,t M�1X)Y -1(r3 (i - SP/ o AU, WELDS TD 13e rvLL tz,ut 1 /447 i /1-24.- 62-0a../c) ii • W rfe2E p vrT vc,c vlx s s e U - ‘- t 14- -I \ A r L46, .1(4 - t & g Ar►x. I 1 07/30/1998 19:25 5036181426 AG ROLIN CONS PAGE 07 II RISA -2D (R) Version 4.0 Basic Edition Rolin Consulting Job : S9824 1403 S.W. 23rd Court Page: 1 Gresham, OR 97080 Date: 7/30/98 File: PAUL SCHATZ WINDOW AWNING _= == =..... as = == ==_ = ===.. =L .a == = a == = == s Units US Standard Steel Code AISC 9th Edition ASD Allowable Stress Increase Factor 1.333 Include Shear Deformation Yes No. of Sections for Member Calcs: 5 Do Redesign Yes P -Delta Analysis Tolerance 0.50W < Joint Coordinates > = Joint X Y Joint No Coordinate Coordinate Temperature ft ft °F 1 0.000 0.000 0.00 2 3.000 0.000 0.00 3 0.000 2.000 0.00 ......a= man== = = =_ . < Boundary Conditions > Joint + Translation + No X Y Rotation K /in K /in K- ft /rad 1 Reaction Reaction 3 Reaction Reaction == = =s= = == = =__ =__ Materials (General) >_= ___ Material Young's Shear Poisson's Thermal Weight Yield Label Modulus Modulus Ratio Coef. Density Stress Ksi Ksi 10 "5 °F--- -K /ft3 Ksi STL 29000.00 11154.00 0.3000 0.65000 0.490 36.00 .vas =. =x= == as.= . =.__ - -_ ____< Sections > _____== = = == == ___ = = __ Section Database Material As As I I T Label Shape Label Area yy zz yy zz C in in"4 in "4 1X1 STL 1.86e -1 1.2 1.2 2.8e -2 2.8e -2 s == ___= = -- -= = =< Members >== == = = = == =s= == _ == = =a == = == = = = == = == Memb Joints Rotate Section Releases Offsets Inactive? No. I J 90° Set I:AVM J:AVM I -End J -End Label a Length in in ft - - -- 1 1 2 1X1 3.00 2 1 3 1X1 2.00 3 3 2 1X1 3.61 07/30/1998 19:25 5036181426 AG ROLIN CONS PAGE 08 IZ RISA -2D (R) Version 4.0 Basic Edition Rolin Consulting Job : S9824 1403 S.W. 23rd Court Page: 2 Gresham, OR 97080 Date: 7/30/98 File: PAUL SCHATZ WINDOW AWNING ___ < AISC,NDS Parameters > _---- == = = = =.______$__ Section Length Lb -out Lb -in Lcomp K K Cm Cb,B Sway Member Set le -out le -in le -bend out in CH o i ft ft ft ft 1 1X1 3.00 2 1X1 2.00 3 1X1 3.61 < Basic Load Case Data >_ = = =___ == = BLC Basic Load Case Load Type Totals No. Description Nodal Point Dist. 1 1 < Member Distributed Loads, BLC 1 > =_= Joints Load Pattern Pattern Member I J Label Multiplier 3 3 2 UNIFORM 1.0000 = = =____< Load Patterns > =_ = =- = = == = = = = == =___ Pattern Magnitudes Locations Label Dir Start End Start End K/ft,F K /ft,F ft or 1 ft or 1 - -- UNIFORM V -0.060 -0.060 0.000 100.000 < Load Combinations >_= = =______= _ _ ---- RWPE No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv 1 1 BASIC 1 1.0 == < Joint Displacements, LC 1 : BASIC >==== = = = == == =____ =__ Joint + Translation + Rotation No X Y 9z in in rad 1 0.000 0.000 0.00018 2 -0.001 -0.003 0.00388 3 0.000 0.000 - 0.00336 < Reactions, LC 1 . BASIC >_ Joint + Forces + Moment No X Y Mz K K K -ft 1 . 0.13 0.02 0.00 3 -0.13 0.16 0.00 Totals: 0.00 0.18 Center of Gravity Coords (X,Y,Z) (ft) : 1.500, 1.000, 0.000 07/30/1998 19 :25 5036181426 AG ROLIN CONS PAGE 09 RISA -2D (R) Version 4.0 Basic Edition Rolin Consulting Job : S9824 1403 S.W. 23rd Court Page: 3 Gresham, OR 97080 Date: 7/30/98 File: PAUL SCHATZ WINDOW AWNING __ =.....===____.< Member Section Forces, LC 1 . BASIC >_____ =___ ____ Member Joints Section I - J 4 Axial Shear Moment K K K -ft 1 1- 2 1 0.11 0.02 0.02 2 0.11 0.02 0.00... - 3 0.11 0.02 -0.01 4 0.11 0.02 -0.02 5 0.11 0.02 -0.03 2 1- 3 1 0.00 -0.03 -0.02 2 0.00 -0.03 0.00 3 0.00 -0.03 0.01 4 0.00 -0.03 0.02 5 0.00 -0.03 0.04 3 3- 2 1 -0.18 0.08 0.04 2 -0.16 0.04 -0.02 3 -0.13 0.00 -0.03 4 -0.11 -0.04 -0.02 5 -0.08 -0.07 0.03 =-- -s - - -_ < Member Stresses, LC 1 . BASIC > Member Joints Section Bending Bending I - J 4 Axial Shear Top Bottom Ksi Ksi Ksi Ksi 1 1 2 1 0.58 0.10 - No Calc- 2 0.58 0.10 3 0.58 - 0.10 4 0.58 0.10 5 0.58 0.10 2 1 3 1 0.00 -0.17 - No Calc- 2 0.00 -0.17 3 0.00 -0.17 4 0.00 -0.17 5 0.00 -0.17 3 3 2 1 -0.97 0.49 - No Calc- 2 -0.84 0.25 3 -0.71 0.01 4 -0.57 -0.23 5 -0.44 -0.47