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Permit 4k ' {' CITY OF TIGARD BUILDING PERMIT a COMMUNITY DEVELOPMENT Permit #: BUP2010 -00144 ' Date Issued: 07/06/2010 13125 SW Hall Blvd Tigard OR 97223 503.639.4171 4,-g Parcel: 2S101 CA00200 Jurisdiction: Tigard Site address: 7904 SW HUNZIKER RD Subdivision: Lot: 0 Project: PIas2Fuel Project Description: Install 4' x 10' awning over front door. Owner: FEES WALL STREET INDUSTRIAL LLC & Description Date Amount A RICHARD VIAL EXEC CENTER LLC, 7000 SW Permit Fee - Additions, Alterations, 06/23/2010 $119.33 VARNS ST Demolition PHONE: 12% State Surcharge - Building 06/23/2010 $14.32 Plan Review 06/23/2010 $77.56 Contractor: PIKE AWNING CO 7300 SW LANDMARK LN PORTLAND, OR 97224 PHONE: 503- 624 -5600 FAX: 503- 968 -5440 Specifics: Type of Use: COM Class of Work: ALT Dwelling Units: 0 Stories: 0 Height: 0 ft Bedrooms: 0 Bathrooms: 0 Value: $2,800 Floor Areas: Total Area: 0 Accessory Struct: 0 Basement: 0 Carport: 0 Covered Porch: 0 Deck: 0 Garage: 0 Mezzanine: 0 Total $211.21 Required: Required Items and Reports (Conditions) Fire Sprinkler: Parapet: Fire Alarm: Protected Corridors: Smoke Detectors: Manual Pull Stations: Accessible Parking: 0 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in • • • •ance w - •proved pla . This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days, • ' ENTION: Oregon law -quir- yo to follow the rules adopted by the Oregon Utility Notification Center. Those rules are et forth in OAR 952 - >01 -0010 through OAR 9524)s - 0100. You r =y obtain a copy of the rules or direct questions to OUNC by calling 503.246.66• • or 1.800.332.2344. Is ued By: /j � / �' Permittee Signature: - / Call 503.639.4175 by 7:00 a.m. for an inspection that busin =ss day. This permit card shall be kept in a conspicuous place on the job site until completion of t e project. Approved plans are required on the job site at the time of each inspection. Building .Permit.Applacation k c . Pe 61_61E_ X., Commercial P " ^k.. ,.:, FOR OFI la USE ONLY � " Received w . g � A � y �j e` /y�jgg�® / �j y/� nom (( u ' o iti1 ' C O f i gard E`V 9� ED Re `� ; d 1 3 - /b ,. P C J /d�� f � . ,` s t 13125 SW Hall Blvd, Tigard, OR 972 Plan Rev Other Permit: {, „ Phone: 503.639.4171 Fax: 503.598.1960 Dateffi / : ® fA r Inspection Lane. 503.639.4175 Date Read • J�ois: H Sec Page 2 for Ft i v n k n JUN 3 ethod: p � Notified/Method' CO d (j ��Q Supplemental Information � r Internet: wwwtigar or.gov � � CITY OFTIGARD 66 „. i nA. ' Y ' TYPE''OF' — h � D I f J SI ® N�'..... REQUIR D' ED AN ftheDWELLING` w M 1 Ne construction Perm value it fees* are based on the work performed. Indicate the ,value (rounded to the nearest dollar) of all ® Addition/alteration /replacement ❑ Other: equipment materials, labor, overhead, and the profit for the ' R x CATEGORY O F C ON STRUCTION ' ? 4 , i work, indicated on this application. Valuation: $ 1- and 2 -family dwelling 1:8) Commercial /industrial ❑Accessory building ❑ Multi- family Number of bedrooms: Master builder ❑ Other: Number of bathrooms: - '' ` w ' ' JOBrSITE,,,INFORMATION..AND LOCATION , 1- r Total`number of floors: . Job site address: 7904 SW. Hunziker rd. New dwelling area: square feet 'City/State/ZIP: 97223 Garage /carport area: square feet V Suite/bldg. /apt. no.: Project- name:.Plas2fuel Covered porch area: square feet Q j Cross street /directions to job site: SW. Wall st. Deck area: square feet 4.-- Other structure area: square feet REQUIRED DATA COMMERCIAL USECIECKLIST` 4 ,, Subdivision: Lot no.: Permit fees* are based on`the value of the work performed. Indicate the value (rounded to the nearest dollar) of all I Tax map /parcel.no.: equipment, materials, labor, overhead, and the profit for the L 7 DESCRIPTION; OF WORK : ".. ,' ,. ''' .xi work indicated on this application. ati fabricate and install 1 fabric awning over front door Valuation: di 2.1 `�JO� Existing' building area: square feet New building area: square feet .o IS • PROPLRTY s ,' ®_ TENANT ° , Number of stones: Name: Vial & Pham Type of construction: Address: 7900 SW Hunziker Occupancy groups: City /State /ZIP: Portland, OR Existing: Phone: (530)597 -2425 Fax: ( )' New: "" weAPPLIC g T `' ,+ -:,,,,,4::.- . 1 Y, »'...® CONTACT RPE ; 4 ti -, 2 L NOTICE " �„ c . r ; Business name:, Pike Awning Co. inc. All contractors and subcontractors are required to be Contact name: Dan Spearing licensed with the Oregon Construction Contractors Board _ under ORS 701 and may be required to bealicensed in .the C Address: 7300 SW Landmark Lane jurisdiction in which work is• being, performed. If City /State /ZIP: Portland, OR 97224 applicant is exempt from licensing, the'following reasons • apply: Phone: (503) 624 -5600 Fax: : (503)968 -5440 E-mail: dan@pikeawrung.com Jo ,, CONTRACTOR n :, Business tt 1 . E E S .� ; usiness name: Pike•Awning Co. inc. BUILDING PERMIT, FE ,a _ a '' ° (please re er, to ee scheduler i' .' ,k ' ddress: 7300 SW Landmark Lane Structural plan review fee (or deposit): City /State/ZIP: 97224 . Fax: (503) 968 -5440 FLS plan review fee (if applicable): hone: (503) 624 - 5600 Total fees due upon application: 0 '77- 5- 0 CCB;lie.: 32364 .y � Amount received: �tl" • 0.- • Authortzedsignature: 0 _2: 4 eat This permit application expires if a permit is notobtained within 180 days after it has -been accepted as complete. 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A W 'V' MW ' c W ik wnIng com ' 6-15-2010 — not be reproduced in any manner of Pike Awning and may . , , . 111111 7300 SW Landmark Ln., and, OR 97224 Salesman This [Drawing and/or Design is the property Awning Description: r. y,Chin• is9t P.ortl . conSent. All Ornery & secondary rights reserved. CoPYng • 790 SW Htmaacer Std, Tignrd, wadi ��n" Oregon 97223 - Google Map hop1,'mgp;.gaog2e.camr r,.�' L t' ° a , rCx. K � ..• weM E 3 s'' y a #a 3 rc" t. y it`d "` Sw tre b r ....Di -, " , e.6 �'' � z ,' Y .�. -" d vc ,r � ,, t . s �$#, 41e a ,inp l iourx vk i , ., d a. }i "' ht, iq ' - 'k$ o b Nr ri wcrj� - ' � a t �: e T � + r # x - -7. `" 4 . t ! £ er - f , -- a' fie ' t , -, 7 -,!: ''5 . 3 ' ' ° t 4 A Vg ¢, w a n r i r , 6 , ,, °e kl . e, + . k) S < ra a A ' e Drfl � "u '° i ,, ,. 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STYLE: ', SLOPED ROOF PORTLAND OR 97232 I Y: D AN SPEARING PLAS2FUEL t "o rHk eta -5eo - FABRIC,: SUNBRELLA' # 46 BLACK 1 — Fx#(sos) 968 S HE E T: I 7904 S HU NSZIKER ST. FRAME: SQ. ALUM. TUBE dan@pikeawning.com � '• SCALE: I' 0" - 24' 0” PORTLAND, OREGON 922 23 PQWDER COAT: Ivo typ. anchor _ locations , l0' l" , `e , , , \ ' I , , .161-......■■■•" --- X 1Nh.....- -_ X ___ �� - � \ 2' 6 -1/4" i ! - ∎�� l ' 4,0„ FRAME . use l "x "x1 /8 " and 1 "x1 "x1/8" alum. tube • 10' 1" ,- fabric ; ferarri 502 - 2161, Blue \ 4 , 4 „ r 0" \ I I' graphics ; see approved drawing '1 4 ' O "f COVER fabric ; ferarri 502 -2161 Blue • ' DATE: 6/16/2010 PROJECT: DESCRIPTION: QTY: 2 pike 7300 SW. LANDMARK LN. PORTLAND OR'97232 BY: DAN SPEARING STYLE: SLOPED ROOF d PH #(503) 624 - 5600 PLAS2FUEL FABRIC: ferarrl 502 - 2161 Blue Px #(503) 968 -5440 SHEET: 1 7904 SW HUNSZIKER ST. FRAME: SQ. ALUM. TUBE dan(gpikeawning.com SCALE: 1' 0" = 32' 0" PORTLAND, OREGON 97223 POWDER COAT: NO Frame use 1 "x2 "x1 /8 and 1" x 1" x 1/8" alum. tube ,1 as shown cont. steel channel 6 "x8 "x3/16" ' (8) #14 x 3" tek screws 3' 4" typical every 4' 4" awning section cont. steel channel 6" x 8" x 3/16" 1 , 0 „ p i t J 4' O" $ „ engineering is for max. 6' 0” projection 8' 0" AWNING SECTION OCCURS EVERY 30" • GROUND Ai 11 DATE. 6(16/2010 PROJECT: DESCRIPTION: QTY 2 pike 7300 SW. LANDMARK LN. PORTLANDOR97232 BY: DAN SPEARING PLAS2FUEL STYLE: SLOPED ROOF P" #(503) 624 -5600 FABRIC: SUNBRELLA # 4608 BLACK Fx #(503) 968 -5440 SHEET: I 7904 SW HUNSZIKER ST. FRAME: SO. ALUM. TUBE ;, f danapikeawning.com SCALE: I' 0" = 24' 0" PORTLAND, OREGON 97223 POWDER COAT: NO • • • • • • STRUCTURAL CALCULATIONS • .. .... � .. , _ . FOR • * PLAS2FUEL 7904 SW HUNZIKER RD - TIGARD, OR 97223 -- FABRIC . COVERED AWNING -- !1 2,182 E '9 • OR ON 0 ' Y 75. ,96 C1- titi F . NOR • . I EXPIRES: 12 / 31 / ` 0 1 • • • • • • Contents • Summary 1 • • Details A - D 2 - 5 Awning Calculations Cl - C2 . . Awning Analysis Dl -.D6 NORDLING • Proj. No.: 10 -153 x , fl PLAS2FUEL - .. / STRUCTURAL AWNING 4 . ENGINEERS LLC PIKE AWNING COMPANY • 6775 SW 111th su,:c 200 .i3ea■_erto., OR. 9700' • Date: JUN 20x:0.- By JHW Sheet No.: COVER - • • • SUMMARY • FABRI CQYERED At1Ra1NCs'7ESIGN _Gt?ITERi,4 • • 2001. Oregon Structura I Specialty Code • Wind B4.5 MPH (3 sec. gust) Exp B . • .Snow Load: . 25 psC, + Dri[t.ing Snow Load • Dead 'Lo.ad.. I psr Connections. to existing .metal 'w.ind gir.ts;. . • • There is one new : l0''' -1" c. 6:' -m'' x • • • • • • • • • • NORDLING Pi No.: .10 -153 f S'T'RUC'T'URAL, PLAWNING • AWNING ENGINEERS, LLC PIKE AWNING COMPANY - 6775 SW 111th, Suite 200 Beaverton oa. 97008 Date; JUN'2010 • By: JHW Sheet. No. 1 • CEO MTL WIND GIRT • • • 0 • • • • • • EQ EQ EQ EQ Im' - I" ALL MEMBERS TO 'BE I' x 1' x 1 4$° ALUMINUM, T't'PICAL UNLESS NOTED OTI- IERWISE. • • \ %'0.p PROFe, /o 1 187 :. OR GON1 i ', u ALINI /� *� ' r is: I V PLAN o y4/ E . NOR I EXPIRES: 12 / 31 / t I NORDLING Proi. No.: 10 -153 . PLAS2FUEL STRUCTURAL • AWNING 4 . 4 " � ENGINEER . PIKE AWNING COMPAN` :,. 6775 SW 111111, Suite zoo ) ti'. rton 97008 Date: JUN 20'10 By: JI - -IW Sheet No.: 2 i ' • • • O A LL MEMBERS TO BE 1' x I' x 1 /8' ALUMINUM, • TYPICAL UNLESS' NOTED OTHERWISE. F II • . .1 y F • 2" x 1' x l /8' ALUMIMUM TUBE • v 0 • _ O r2" x I° x '/e," ALUMIMUM TUE 6 ' - O° . • • . BUILDING OWNER / ENGINEER OF RECORD • TO REvIEW WIND GIRT FOR LOADS IMPOSED �D P R�F BI AWNINGS: t F F �'; c F s c !' . X Y � �N G I N F F , /O � . ' I • SNOW 190 pIF 115 ph' i 12,187 ,• WIND 125 piF 45 piF 1 -'' 1, OREGO �, �4U1N.INC SECTION - y" F. N�R \ _ s_ • EXPIRES:12/31/ 1 NORDLING Proj. No.: 10 -153 . PLAS2FUEL ii; ■ STRUCTURAL A 2FUEL • 1 PIKE AWNING COMPANY - � �� ENCaINEERS, LLC • ...F75 SW 111th. Suite ?DO • Beaverton 012, 97008 Date: .I _JUN 2010 - By: F -I\�lr iteet No.: 3 • • • • • • . • • • • '• - • • • • • • O L ( • b • .. • .a • • -- b b b • • • • • • • ,���p PROFF ( 187 • . • •RGOON' ✓L(y AUJNING .ELEVATION ✓ ° tiN E 5 NOR O `��`' • • • I EXPIRES: 12 /.31 / if* I • . 1 NORI)LING Proj. No 10 -153 • .PLAS2FUEL I t STRUCTURAL AWNING' ENGINEERS LLC PIKE AWNING COMPANY 6775 SW 111th, SLute'200- Beaverton OR. 97008 Date: J N •2J`1O By JHW Sheet N o. 4 • • (E) 8x3 WIND GIRT . I 1 I 'Ix' ALUMINUM TUBE • emmthmliinnminunml®11. I __— __—__—__ —__ �(2) 1 /4'� ( "14) SAE GRADE 5 SELF TAPPING SCREWS EACH SIDE EACH INTERMEDIATE FRAME 4 ONE SIDE OF 1 EACH END FRAME._ -,..a . .. . • . ( E).SIDING • _ "– - ` • 2x1 ALUMINUM TUBE __ ®I '1111 nrnwmmnnn11In - • .. - . . 0 s<:____(2, 1 i4'4) ( "14) SAE GRADE 5 SELF TAPPING SCREWS -• 1 EACH SIDE EACH INTERMEDIATE FRAME 4 ONE SIDE OF a i EACH END FRAME. II II (E) Sx3 WIND GIRT • 5'�� D PROFF 12 „187 { f O EGON III P ✓GC )- 75 ∎9g� C DETAIL Li 6 '” E N oRo \ � • . ( EXPIRES: 12 / 31 / t I • NORDLING Proj. No.. 10 -153 PLAS2FUEL • ` 1 � . ` ® 1 STRUCTURAL AWNING . t' jlkiit ENGINEERS LLC ::, - PIKE AWNING COMPANY • 6775 SW i1lth.6uitc 200 - .l3caveilonOR.97008 Date: JUN 2010 By: JHW Sheet No D5 AlltllNCz CRITERP,4 . ALL MEMBERS TO BE, U.N.O.: - FABRIC AWNING 'DESIGN REQUIREMENTS l` x x 1 / ALU- MINUM :.TUB • LC1' ' + WIND LOAD Ix 0:01 in LG2 WIND LOAD Sx =. 0.114, in 3 LG4. SNOW $ DRIFT • MEMBER CONNEGTIONS TO BE: . WELDED ALL AROUND.; .. • STANDARD AWNING :SIZE (0, 50.6) 12 :29.4' �.S 2 ' 3 • o (0, 10.5) (11, 10.5) s` • • NORDLING Proj. No.: 10 -153 z .. PLAS2FUEL , !. . STRUCTURAL - AWNING • ',i,--1 " , P IKE A WNING COMI AN`( ,;., ENGINEERS LLC ' 6775 SW I11th,.Suftc 2O _ <rton•OR, 97008 • Date: JUN 2010 By: JEW Sheet No Cl. ' , • LOADING CRITERIA CONNECTIONS • • L C I WIND T 313 lbs DL ▪ 1 p5r x 2'_6' 3 plr - • V •2.2 1b5 Ili = 11.0 p5f . ASGE 7.m5 .WIND. DESIGN- SHEET DI LC4 SNOW T = 469 lbs • • I1,.0 p5r x 2' -6' = 42 plr v = 554 Ib5 .SNOIU := 11.5 p5f x 2' -6' = 44 pir . e ms. ; 0,016de.,5 07.6 Rf... hr • E l DRIFT I , = 41 p5r . .x 2' -6• _ •101 •plr Screw 1/4420 2 Count . • . Backing - A36 36 ksi DR R = 15 p5r x .2' -6' = 31 R T /Ga 3/16" 0.1875 in • . • C5 := 1 -- ( 29.4• - 15 ° ) / 55° . .(AcsE 7.m5 7 -2c) . Allowable Loads _ 14% . Tension • 1,526 lbs 0.261 @ A36 ;Shear 776 lbs • Bearing . 2,175 lbs 0.125 a A36 DL 1 1 1 1:I I I I I I I l 1 1 1 1 11 i t I I I . 1 1 1 11.I 11 I 1 1 1 1 111 1 111 3. plr • AdjustedAllowable Loads Tension 1;096 lbs • 4 p Shear 776 lbs _ •0c � � . UNIT }' = T + • I_ - - SL 11 l 1 I I I •i I •11 1 I I I I I'I I I I I I 111 i Ii -- ` 7 ;;, ,,._ � v,,.L � LCI,2 'Tension 313 Ibs Shear 228 lbs / unity. 0.29 < 1,00 - -it.--": n / / / / /// LC4 Tension • 469 • lbs V / /// , U WIND Shear 58 4 ibs . // Unity 0.59 < 1.00 LC1 LC2 LC4 • . • T 136 - -112 , -4.6.9 L55 • 5 • -313 • .349 469 L55 v . . -22S 268. . • 554 : • X55. . . • NORDLING • • Proj. No.: 10 -153 ' " r l PLAS2FUEL gft P �` _ STRUCTURAL . AWNING • a z PIKK, :AWNING COMPANY L : ENGINEERS, I,L - - x9775 SW 111th „Suite 200 • 13eaverton 08, 97008 • Date: J;UN 2010 •By Jt W, ,. 'Sheet No.: C2 . • • • • nertg0 11 � �Ii k � .a q�e C PrpepRt niWaT da I1 eiil"'OC�,yL Wind 'Speed': •94.5' mph Exposure .B Importance (1w) : 1.00 Structure Type:: • Building - Components & Cladding • Building Type ; Enclosed Building Topographic Feature Height (h) : 20 ft Homogeneous Height of Hill (h) 0 ft qh.: 12.12 psf Crest Length (Li,) 0 ft • GCp : 1.4 comer zone Crest to- Strus.t! ? re, Dist: (x) 0 ft External Pressure: 17.0 • psf Kd • 0.85 Ki : 0.00 G Cp∎ : 0.18 K2 : 0.00 Kzt : 1.00 K3 : 0.00 Snow Drift Analysis Snow Loads L upper 50' -0" Ground Snow Load 25 psf L lower 6' -0" Roof Snow Load 17.5 psf Drift Type Lower Structure W 9.41 ft ' 1 Uppei' RoofPitch 0 / 12. . I I - . 1 Seperation Distance 0 _L.." lr!eight fir (hc +hb) 10'-0" • • Drift Surcharge Only Considered When Drift Surcharge Applies • • - = he / hb 02 :•(hc = hr -hb') ((hr -hb) /'hb - > 0.2] 8 :86., Yes • • hd _ (0:43 (Lu ^(1/3)) * ((Pg + 10) ^(1/4)) - 1.5) * ((20- S) /20) 2.35 . if hb = Pf / y 1.01 ft. • y = •013Pg + 14.0 <= 30 pcf 17.25 pcf .SUMMARY Surcharge Load due to Drifting Pd 41 psf Drift Load at Lower Roof Edge 1.5' psf • • • • • • NORDLING • Proj. No:: 10 -153 � r PIAS2FUEL t ,. a S RUCT RAL: - AWNING • ENGINEERS RS s LLC PIKE AWNING COMPANY 67.75 SW 111th, Suite 200 Beaverton 08, 97008 E It YON 20.10 'By: fW Sheet No. D1 I" x 1" x I ?a" AL-UMINUM TUBE SECTION PROPERTIES Area 0.438 Bounding Box X 0.500 :: 0.500 Y : 0.500 :: 0.500 \ x \ XX YY \ Moment of Inertia 0.057 :: 0.057 Section Mode L; 0.114 :: 0.114 \\ Radius of Gyration 0.361 0.361 2" x 1" x, "R" ALUMINUM' TUBE SECTION PROPERTIES Area 0.688 no Bounding Box X : 0.500 :: 0.500 Y 1.000 1.000 XX - . - 'YY Moment of Inertia 0.332 : - 0 x -. 1 `: Section Modulus 0.332 :' 0:210 Radius of Gyration 0.695 :: 0.391 imimmii ; : - • • NO LING Proj. No.` 10 -153 ► PLAS2FUEL STRUCTU AWNING 4 /V ,,,. , ‘., . ,. ,,..., , ENGINEERS, LLC .:::.,., PIKE AWNING COMPANY 6775 SW 11irh. 200 Beaygrtonoa 6,d. Date: h J 2010 By: 1HW Sheet No.: D2 Geometry data . Nodes • Node X Y Z Rigid Floor [in] [in] [in] • • 1 0.00 50.60 0.00 • 0 2 0.00 10.50 - .... : , 0',00,.. 0 . 3 71.00 10.50. - ' "'- 0.00 0 . 4 71.00 . 0.00 0.00 , 0 , Restraints • • Node TX TY TZ - RX RY RZ ' 1 1 1 1 0 0 0 2 1 0 1 0 0 0 3 0 0 1 0 •0 0 4 0 0 1 . 0 0 0 ' - Members Member NJ NK Description - Section Material dO dl_ Ig factor . [in] [in] 1 -- 1 3 •Frame 2 TA 2:0 x 1.0 x 0.125 Fy 25 (Aluminum) 0,00 0.00 0.00 2 2 3 Frame 2 TA 2:0 :x 1.0 x 0.125 Fy 25 (Aluminum) 0.00 0.00 0.00 3 1 2 Frame 1 • TA 1.0 x 1.0 x 0.125 Fy 25 (Aluminum) 0.00 • 0.00 0.00 '4 3 4 Frame 1 TA 1.0 x 1.0 x 0.125 Fy 25 '(Aluminum) 0.00 0.00 0.00 • • NORDLING . Proj. No.. 10 -153 ,, : PLAS2FUEL . 1x ► S TRUCTURAL • AWNING * — PIKE AWNING r OMPANY E NS ,-,.. _ Z S, I..I.1C • 6775 SW :I11J1.;3Gite 200 • 13eaverton OR 97008 Date : -.TU "I 2010 By. JHW Sheet iNi i ✓,3' • . „ . . • . ' . • . . • . . • . . . • • . . . t . . . - . • Load data . . . . . • 1 • • . • . . • , . - . Load conditicins • ' , . • . Condition Description • . Comb. Category • • dl Dead load No DL wl Wind Load . No WIND _ .. sl Snow-and-Dna Load ' • No SNOW LC1 dl+wl • • • Yes LC2 dl-wl Yes LC4 dl+sl • Yes . • • Distributed force on members , • Condition Member Dir1 Vall . Va12 Dist1 % D i s t 2 % [Lb/ft] • [Lb/ft] - [in) Pnl - . dl 1 Y -3.00 - -3.00 0.00 No 10000 Yes wl 1 2 42.00 42.00 0.00 No 100.00 Yes 4 2 42.00 42.00 0.00 No 100.00 Yes sl 1 Y -107.00 -59.00 0.00 Yes 100.00 Yes . , . - • . , _ .... . • --• .. -,... • • ' . . • . . , - 'Analysis Retalts . . . . • Reactions . ' . .ForcesiLbl Moments ILb*ftl Node FX . FY .. FZ MX • MY MZ • Condition LC1 =di-1-w! 1 136 -228 0.00000 0.00000 0.00000 0.00000 2 -313 , 0 0.00000 0.00000 0.00000 0.00000 • • . Condition LC2=d1-wl „1 -172 268 0.00000 0.00000 . 0.00000 0.00000 • 2 349 . . 0 0.00000 0.00000 0.00000 0.00000 . . - Condition LC4=d1i-s1 . . . • ' 1 -469 584 0.00000 0.00000 0.00000 0.00000. 2 469 0 0.00000 0:00000 0.00000 0:00000 • - . . . . . • , . • • . . . . . NORDLING . . . Pro. No.: 10-153 L) . ,,I. PLAS2FUEL STRUCTURAL If . . AWNING -. . '?.. 0 - 7 3 „ : . : : - • . ENGINEERS LLC . ,. , ..-:, PIKE AWNING COMPANY [ 6775 SW fllth, Suite 200 . Beaverton 06. 97008 Date:, JUN 2010 , •:;:-., .-43y: JHW Sheet No D4 , . .. -- • . - , . . . . . . . . . . . . . . . . . . , . . .. . , . • . ,.., . , • . . . ; Load conditions to be-included in design : • ' LC1=d1+w' 1 • , . . ..1' LC2=d1-wl . . . LC4=d1+sl . ' . . . . , . . • Description Section Member Ctrl Eq. Ratio Status iReference • • . Frame 1 TA 1.0 x 1.0 x 0.125 . 3 . LC4 at 0.00% 0.63 OK (H1-1b) 4 LC1 at 0.00% 009 - OK . (Sec. F) . Frame 2 TA 2.0 x 1.0 x 0.125 1 LC4 at43.75% 0.54 OK (H1-1b) ,.„ ,......,.. - .. 2 LC4 at 100.00% • 074 ..b: • 1 ' (H1-1a) • , . • . • MEMBER 3 . Plane 1-2 Plane 1-3 Condition Dist to J Aicial Shear V2 M33 Shear V3 M22 Torsion ' Station . in [Lb] [Lb) 1LIfft) • [Lb] • [Lblt] •[Lb*ft] • LC4=d1+sl 0% 0.000 47..459 -53.757 111.595 0.000 0.000 0.000. • . 100% 40.100 47,459 - -53.7,57 68.043 0.000 0.000 0.000 ' • . • ... ' TA, 1.0 x4.0 x 0.125 nu 1:95 Member 3 b 1.000 in ny - 1.65 . . Load Case • LC4 d L000 in na - 1.2. • Dist to J [ft] 3.34 ..... :-..' 0.'125' in Axial . [Lb] .- .48 A,. _..,. 0.438 m Bc 27 64 • V22 . [Lb] • .. - ., • , • ••• . ., _.. -. • ' ' ." s - 0.250 . • in Dc 0.14 M33 [Lb*ft] 112 . 4 • IX . 0.057 In Cc 78 38 \/33 [1,,b] . 0 Sx -. :6:114 . in Bs 17.63 1 \ 4 -, 2 [Lb*ft] 0. rx 0.361 in Ds 0.07 . . . Iy 0.057 in 4 Cs 98.1.4. fb 33 psi 11,7% • Sy 0.114 in 3 fb 22 psi 0 . • ry 0.361 in Fv 8.485 psi . fv - psi 123 J " 0.114 in. . • Ft 15.157. psi' • fa psi 0 . . - ft psi 110 . ' 6063 165 pcf . . Fb33 psi 15,152 • Ftu - 30 ksi 0.50 plf • • Fb22 • psi 15,152 Fty 25 . ksi Fa psi . 4,139 • Fcy - ,.5- ksi • Fsu 19 ksi • Fb & Fa F.(14.1 1,1 0.66 Fsy 14 ksi 'Fb & Fa • Eq.4.1.1=2 . .0.78 ' E 10,100 • ksi Ft & Fb Eb 4.1.2 0.79 kt 1.00 ' . . . Fv, Fa, & Fb Eq 4 4 - I 0.61 kc' 1.12 Type 2 • • .S1 • 82 • • • Fb 130 ' 2400 , • • Fv - . 39 . 79 • Fa 8.7 • 78 ' . . - Ft 15.4 15.2 • . , . . ' . . . . • . ' . Proj. No.: 10-153 1 NORDLING . . . i. . STRUCTURAL PLAS2FUEL • 13. .;'4 g ' iir . , . . AWNING '. a 0 V likt., 1 . - ' '' - , • . ' ' 4 . VH • ' ENGINEERS, LLC . - ..- • , PIKE AWNING COMPANY 6775 SW 11.1th. Suite 200 .Beayeerton'016, 97008 - -; ..12jatle: JUN 2010 By JHW Sheet No D5 .....— .. ---. . - . . . . • . . . . . . - . . . - • ' • - .. . . . . . . . , . . . • . , • . . . . .. ., .. . , . ... • • • . • . t . • . • . MEMBER 2 Plane 1-2 Plane 1-3 • ft • Condition ' Dist to J Axial . Shear V2 M33 Shear V3 - M22 Torsion • - • Station [in] [Lb] [Lb] • [Lb*ft] [Lb] [Lb*ft] [[b*ft] , . LC4=d1-1-sl, - 0% 0.000 -415.462 47.459 -68.043 0.000 0.000 0.000 , • . 100% 71.000 -415.462 .47.459 212.753 0.000 0.000 0.000 TAI.0 x2.0 x 0.125 nu .1.95 Member 2 • b 1.000 in Load Case LC4 • .,,,. d • 2000 . in na 1.2, Dist to J [ft] 5.92 t ' 0.125 in Axial . [Lb] -415 A 0.688 in Bc 27.64 • V21 [Lb] . 48 Ay 0.500 in Dc 0.14 . M33 [Lb*ft] 217 • Ix 0.332 in Cc 78.38 V33 1 Lb] 0 Sx 0.332 in Bs 17.63 M22 [Lb* ft] 0 • ix' 0.695 in Ds 0.07 Iy 0.105 in . - Cs 98.14 fb 33 psi 7.669 • - ' Sy 0.210 iii fb 22 psi 0 . ry 0.391 in Fv .8.485 psi fv - psi 70 J 0.437 in 4 - Ft 1.5.152 psi fa . . , psi 604 • • • ft ' . • - psi O. . „. _. ..,.. - '.".—• 6063-T6 . • , 165 pcf • Fb33 — • psi 14.671 • .... .• • ' . ..... .. .. ' . Ftu 30 ksi 0.79 p If Fb _ . ' . psi 15.152 Fty 25 k‘si Fa . psi 1,551 - . • . . Fcy 25 ksi • . .. _ - Fs u 19 ksi Fb & Ea - 0q4.1.1-1 0.83 Fs y . • ksi . Fb & Fa . Eq 4.1.1-2 0.91 E 10,100 ksi . .Ft & Fb Eq 4.1.2-1 0.52 . kt 1.00 Fv, Fa, & Fb Eq 4.4-1 0.66 • • kc 1.12 , Type 2 • Si S2 • Fb 130 . 2400 • Fv 39 , 79 Fa 8.7 78 . Ft 15.4 15.2 , . . ' . . . • • •. . , . * . . . • . ..., . , • . . , . •. . . . . • . . , . . . . . • . . . . . - . . . . • • . • 1 NORDLING . . . . . • - Proi: No.: 10-153 gi . STRUCTURAL • . - PLAS2FUEL • ' * . ' • . • • . • . AWNING .., ' ENGINEERS I I,,C • PIKE AWNING' COMPANY • . 6775 S■ 111th. Suite 200 Beaverton Dat6: JUN 2010 . : ' B' : JHW Sheet No D6 . .. . . . . . . . . . „ . . . . . . _ ,, . • Location: Record Type: Inspection Type: Comments: Inspection Date: Record ID: Result: City of Tigard 13125 SW Hal Blvd. Tigard, OR 97223 Tel: 503.718.2439 7904 SW HUNZIKER RD, TIGARD, OR, 97223 Commercial - Building 295 Misc. inspection 2014-04-07 00:00:00 BUP2010-00144 PASS Violation Summary: Inspector Contractor Location: Record Type: Inspection Type: Comments: Inspection Date: Record ID: Result: City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Tel: 503.718.2439 7904 SW HUNZIKER RD, TIGARD, OR, 97223 Commercial - Building 299 Final inspection 2014-04-22 (null) BUP2010-00144 PASS - No C of O Violation Summary: Inspector Contractor