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Permit r C ITY O F T I G A R D BUILDING PERMIT PERMIT #: 1 COMMUNITY DEVELOPMENT DATE ISSUED: 1 T ;IGARD 131 SW Hall Blvd., Tigard, OR 97223 503.639.4171 PARCEL: 2 S 113AA -00800 SITE ADDRESS: 1B470 SW 72ND AVE B6 ZONING: I -L SUBDIVISION: OREGON BUSINESS PARK I LOT: OOD JURISDICTION: TIG PROJECT: PORTLAND SASH AND DOOR Project Description: TI REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: ALT FIRST: sf N: - S: E: W: TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? TYPE OF CONST: 3N sf N: S: E: W: OCCUPANCY GRP: B TOTAL AREA: 0 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: 1 HT: ft GARAGE: sf OCCU SEP. RATED: BSMT ?: MEZZ ?: REQD SETBACKS REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 15,200.00 Owner: Contractor: PACIFIC REALTY ASSOCIATES A J WEBER CONSTRUCTION INC 15350 SW SEQUOIA PKWY #300 -WMI PO BOX 80548 PORTLAND, OR 97224 PORTLAND, OR 97280 Phone: Contact #: PRI 503 - 244 -4318 FAX 503 - 624 - 9697 Reg #: LIC 65238 FEES Description Date Amount REQUIRED ITEMS AND REPORTS [BUILD] Permit Fee 10/4/2007 $162.60 [TAX] 8% State Surcha 10/4/2007 $13.01 [BUPPLN] Pln Rv 10/4/2007 $105.69 [FLS] FLS Pin Rv 10/4/2007 $65.04 Total $346.34 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 accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Orego - i y o 1 : on Center. Those rules are set forth in OAR 952 - 001 -0010 through OAR 952 - 001 -0100. You may obtain a copy of th- e rules or direct q - sti• ti 0 NC by calling 503.246.6699 or 1.800.332.2344. Iss ed By: f , /` , .. Permittee Signature: Call 503.639.4175 by 7:00 a.m. for an inspection that business day. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. Building Permit Appli . FOR OFFICE USE ONLY 1 City of Tigard - Received /0 V 0 / • P No.: ^ ^ C Date/B • ep Wl�i ° 13125 SW Hall Blvd., Tigard, OR 97223 Plan Rev; 4101111 M ill (n O t her Permit: Phone: 503.639.4171 Fax: 503.598. 4 0 T Date/B = ,o , I V O TIGARD Inspection Line: 503.639.4175 �% ( • • 2U07 Date Rea7y : y: 0 See Attached Checklist for Internet: www.tigard or.gov Notified/Method: �� Supplemental Information CITE Y Ui✓ nu� /AS�RpD� B'F B4 - NG DI V ISIOd • REQUIRED DATA: 1- AND 2- FAMILY DWELLING ew construction ❑ Demolition Permit fees* are based on the value of 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 CATEGORY OF CONSTRUCTION work indicated on this application. ❑ 1- and 2- family dwelling ® Commercial /industrial Valuation: $ ❑ Accessory building ❑ Multi- family Number of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address:/ hj . Snit , ,,-?_,./...--2, New dwelling area: square feet Ci ty/State/ZIP: /-2,./17/40_)0,/ d2 Y7��y/ Garage/carport area: square feet Suite/bldg. /apt. no.: Project name: .4,1- f�� ) f 1j overed porch area: square feet Cross street/directions to job site: ✓ Deck area: square feet Other structure area: square feet REQUIRED DATA: COMMERCIAL -USE CHECKLIST Subdivision: I Lot no.: Permit fees* are based on the value of the work performed. Tax map /parcel no.: Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the DESCRIPTION OF WORK work indicated on this application. (.14,/ .//J% a ,... ' YS - . stir •t/ - /cJ(y/,`C' Valuation: $ �S if Existing bui in g,'6rea; / square feet New building area: �� square feet ® PROPERTY OWNER ❑ TENANT Number of stories: / Name: PacTrust Type of construction: /// Address: 15350 S.W. Sequoia Pkwy., Suite 300 Occupancy groups: x City /State/ZIP: Portland, OR 97224 Existing: -4001; j Phone: (503)624 -6300 Fax: (503)624 -7755 New: ® APPLICANT ® CONTACT PERSON NOTICE Business name: PacTrust All contractors and subcontractors are required to be Contact name: Dennis Pagni licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: 15350 S.W. Sequoia Pkwy., Suite 300 jurisdiction in which work is being performed. If the City/State/ZIP: Portland, OR 97224 applicant is exempt from licensing, the following reasons apply: Phone: (503) 624 -6300 Fax: : (503) 624 -7755 E -mail: dennisp@pactrust.com CONTRACTOR Business name: ` C il // ��� BUILDING PERMIT FEES* Address: 6s" {Please refer to fee schedule, City/State/ZIP: Structural plan review fee (or deposit): Phone: ( ) Fax: ( ) FLS plan review fee (if applicable): CCB lic.: Total fees due upon application: Amount received: Authorized signature: f This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name: 2t02,..r.4t► ,...,,ol Date: . 2e1/4., / / p * Fee methodology set by Tri-County Building Industry Service Board. 1:\ Building \Pennits\BUP- PermitApp.doc 03/21/06 440-4613T(1I /02/COM/WEB) CITY OF TIGARD - BUILDING DIVISION PERMIT #: BUP2007-00516 401 13125 SW Hall Blvd., Tigard, OR 97223 D ATE ISSUED: 10/4/2007 Phone: (503) 639 -4171 ✓ 11 Inspection Requests (24 Hrs.): (503) 639 -4175 .. F:_.. INSPECTION WORKSHEET FOR DATE: 11/27/2007 TIME: 7:O1AM PAGE: 45 SITE ADDRESS: 16170 SW 72ND AVE 136 CLASS OF WORK: SUBDIVISION: OREGON BUSINESS PARK I LOT #: OOD TYPE OF USE: PROJECT NAME: PORTLAND SASH AND DOOR • DESCRIPTION: 11 OWNER: PACIFIC REALTY ASSOCIATES, PHONE #: CONTRACTOR: A J WEBER CONSTRUCTION INC PHONE #: 503 - 2444318 Inspection Request Scheduled For: Date: 11/27/2007 Pour Time: Code # Inspection Description Confirm # Contact # Message 299 Final inspection 060285-01 503-320-8601 [sJ Corrections /Comments /Instructions: 'fie PA II PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS ❑ FAIL ,/I CALL FOR INSPECTION ❑ ADDITI NAL FE S ASSESSED Inspector: f Ins Date: I 1 v� Phone #: (503) Z--6 p � ) 718- r 11 ♦ V Y 11 ♦ LJlJL J J( lAAV1 • j 1.■ I <WV-" W � y X 3082 � PORTLAND SASH & DOOR 01 GENERAL DATA MAR IN W. HANSON y GENERAL REQUIREMENTS - fAC MAS, OREGON ,„... 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE INTERNATIONAL k �O BUILDING CODE. AS AMENDED BY THE STATE OF OREGON AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS 1 THAT APPLY. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING OF 0 BUILDING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. 3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING PROJECT #07590 �A/ TERSTg BUILDING LOCATION CONDITIONS PRIOR TO SUBMITTAL A PROPOSAL. SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED CONFIRMATION ON THAT SUCH CH INSPECTION ON HAS BEEN MADE, ADE, AND NO FURTHER ER COMPENSATION SHALL BE DUE THE r- CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. El 5 m 4. BY SUBMITTING A PROPOSAL, CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE EXAMINED V m \ THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK DESCRIBED OR W s fr o REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO ALL MATERIALS AND oo INSTALLATION, DISPOSAL OF EXCESS MATERIALS (USEABLE FINISH MATERIALS SHALL BE LEFT IN THE TENANT I SPACE AS DIRECTED BY PACTRUST CLEANING AND ALL PREPARATION OF SUBSTRATE SURFACES PRIOR TO �y O ^ fY G A `S'P .1 / 9j / LAKE OSWE „ INSTALLATION AS WELL AS FINAL CLEAN UP. O • . M - � Li ' m U w Bp / ► i I €g _I = r I T p 5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN T HE EXISTING BUILDING o� 4- � !� I , . „I - 1 , 0 • r EXIT #290 S < STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS ' �+ FP �� II SA 3 ` r ' E o INTENSION, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 'et ! 0 0 'Pj - ' 6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. � j � ' , W •P'. 2 �'""�}„ ��" L' _ IOREGON = DON 7. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET'WALK -OFF MATS" TO PROTECT F-+ �+ CV 11 - - - - ' :i l) 1 = - - BUSINESS EXISTING CARPETS N - - cA ►-r I.. 1_ - ; _ I PARK I \ O∎ 8. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED COMPANIES O V 1 I 11 I I( INCLUDE: a / O V 1 f11 18 �� �i y -_ 6 I A. ANDERSON ROOFING, (503) 294 -020 a O A W \� � 1 / \� B. PACIFIC ROOFING (503) 640 -3163 C4 Q 'o C �+ � / C. GRIFFITH ROOFING (503) 643 -1596 ��� L U Garon Roofing and Sheet Metal (360) 254 -0380 Rick Nikkila [~ C/1 O r'n O en n ig -^"+ , " 1 w�-Sl ` A CTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING O E--. v1 V7 u. LOCATION MAP DOCK ACCESS AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. M r:4 wt� 10. -- THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT ., Q. V-1 4 SCALE -NOT TO SCALE LIMITED TO COMMON CORRIDORS AND STAIRS, BUILDING ENTRANCES, SUITE ENTRANCES, ETC. THE CONTRACTOR is Corridor, " li _ WILL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION PROJECT NARRATI --- ACTIVITIES. 11. CONTRACTOR TO PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE PROJECT CONSISTS OF MINOR ALTERATIONS AN ' ∎ ORK ASSMIATED BUILDING RESTROOM FACILITIES. 12. STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT PRE - WITH THE INSTALLATION OF THREE ALUMINUM STOREFRONT WINDOWS. WORK CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER COMMON INCLUDES BUT SHALL NOT BE LIMITED TO SELECTIVE DEMOLITION, BUILDING AREA BE USED FOR STORAGE. O INSTALLATION OF SUPPLEMENTAL STEEL FRAME STRONGBACKS, INSTALLATION BUILDING INFORMATION 13. CONTRACTOR SHALL KEEP THE ROOF FREE OF DEBRIS (I.E. NAILS, SCREWS, BOTTLES, ETC.) AT ALL TIMES. O OWNER: PACIFIC REALTY ASSOCIATES, L.P. 14. ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. OF WINDOWS AND FINISH WORK. SPACE CURRENTLY MEETS ADA. 1 5. CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL, MECHANICAL, ELECTRICAL 15350 SW SEQUOIA PKWY #300 AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT PORTLAND, ORE 97224 16. LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. 17. CONTRACTOR TO CLEAN ADJACENT EXTERIOR AREA, I.E. WALKS, EXTERIOR GLASS, ETC. W NOT APPLICABLE (503) 624 -6300 (PHONE) 18. PROVIDE "AS BUILT' DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION. "AS- BUILT' DRAWINGS a N (503) 624 -7755 (FAX) MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED -UP WITH RED PEN. DELIVER (/J RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS SHALL BE OD C/] 1-1-4 CITYp TIGARD PROVIDED FOR ALL MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT. PACTRUST MAY HOLD CONTRACTORS BLDG. #: OPBIII BLDG. B (3opb215) FINAL PAYMENT UNTIL 'AS-BUILT DRAWINGS AND 0 8 M MANUALS HAVE BEEN RECEIVED AND APPROVED. Q Q Appro A_�_7_yY� , � �� ` 19. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDES A COMPLETE, FUNCTIONING Z (%] 'b Q ved -- �� PROJECT INCLUDING ALL GENERAL, MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED TO FULFILL THAT C onditionally Approved....«....... [J CONST. TYPE.: III -B INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED, REGARDLESS OF WHETHER OR NOT SHOWN Q See Lehr to: Fol ow ON THE DRAWINGS. 0 20. ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED "N.I.C.". IJ O A 0 TENANT INFORMATION w a-'I a , ,� 21. 'ALIGN' AS USED IN THESE DOCUMENTS, MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME (, p E. ' NIrIII�:, PLANE, EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. 4 �! DRAWING INDEX b ,�. t =7 TENANT: PORTLAND SASH & DOOR Q A -1 GENERAL 22. DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS. DRAWINGS ARE INTERRELATED. gLi O a 23. SUBMIT SAMPLES OR DRAWDOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN TWO F+�1 A -2 BUILDING OCCUPANCY AREAS & LOADS: WEEKS OF PROJECT AWARD. PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO /4r( B 850 SF 9 OCC REPLACEMENT AT CONTRACTOR COST. REVISION A -3 FLOOR PLAN 3, 6 1 07 S -2 9,650 SF 19 OCC GENERAL 1. S -1 STRUCTURAL COVER / PLAN TOTAL 10,500 SF 28 OCC 1. REMOVE ALL EXISTING VCT, SHEET VINYL, ETC. IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR TO 1 INSTALLATION OF NEW FLOORING. 2 ALL ROOF PENETRATIONS FOR ELECTRICAL, LOW VOLTAGE, GAS PIPING, ETC. SHALL BE SLEEVED THROUGH A 2. S -2 STRUCTURAL ELEVATION / DETAIL NUMBER OF EXITS REQUIRED LEAD ROOF JACK, CLAMPED WITHA STAINLESS STEEL CLAMP AND SEALED WITH VOLKUM CAULKING. SILICONE S -3 STRUCTURAL CALCS 1 EXIT -EACH SPACE SEALANT NOT PERMITTED. DATE: 10/3/07 • NUMBER OF EXITS PROVIDED PERMIT SET #3082 �� ARTIN W. HANSON / . A . C'A , AS, OREGON,. .. 8 v." %�� :15 14' 13`. '12` 11: 9 8` 7' 6 5 4 ` 3 2 1 10 . . . F0 um mmi 1 11 : _ 1 iuliililil 1111111 _ • PROJECT #07590 • A'' o _ - — a a U H O V W f� AREA OFWORK ^ aN B • I' C a N O Q © ��'ry Z °x O `n O� N 1- 1 II ry a° t` A 2. 4) It 4 >v).Z NC E-1 cna MM 1 �''O� . o a a w • Iglu il nO xX lil a 4 � Illlllillll ANN • I / . . - 1 • lig . 1=4 �� O • _ Nig © ► i- 10 y y y ! a il L U!LIIIL � unuL unuL Jam i ma �'�- • Ir�r� II T v) ¢ W ' 1 W r --. Q Z ■ AM I1 , ■ ∎, Z b o ■ I c 9 DEMOLITION NOTES: 1 II O REMOVE ROOF / DECK BETWEEN EXISTING PURLINS 24" x 24" IL - B J t--- - _.1 W / ° cn ,_ NOM.) TO DROP IN STRONG -BACK. ¢ w 0 O REMOVE EXISTING GYP. BD. FINISH AND V) 41-1 ° - a FRAMING AS REQUIRED FOR REVISION INSTALLATION OF STRONG -BACK AND WINDOW CUT -IN.. O AFTER STRONG -BACK INSTALLATION 1. SAWCUT OPENING FOR WINDOW PER 2. STRUCTURAL BUILDING PLAN DATE: 10/3/07 m PERMIT SET ■v . 9..I; ®f. 7 #3082 RTI W. HANSON A A ' RAIL DOOR RAIL DOOR • sommr p CLACKA , , OREGON ,1 . 4 ' 0 F 0 a PROJECT #07590 V H >- H x ° .. a c.) _ W O zt1N a 0� rn o C7 H 1 - g 8vo VR -1 Q Tr I re cn 4 3 Z ` ` N ° ,in, I- CONSTRUCTION NOTES: E •I V M M 0 0. © 1O 5' x 5' ALUMINUM STOREFRONT WINDOW -MATCH `"� EXISTING FRAME PROFILE AND FINISH, W/ 1" i, a., a W I O INSULATED THERMAL GLAZING. 0 GYP. BD. WINDOW SURROUND -SILL AT +/- 36" AFF . ,,��// O STRUCTURAL STEEL STRONGBACK LOCATION -SEE F-�� S -1 THROUGH S -3 FOR SIZE AND ATTACHMENT. 0 0 CO NOTE: DIMENSIONS ARE ROUGH LOCATIONS - CENTER I--� WINDOW ON INTERIOR WALL FACE IN EACH ROOM. i7 C3 C < N v) z N 3(0' -10 1-1 Z Q QN a Z 'd o o I� ��z w �'' o V) Q 0 4� P-1 o °° '" 1 REVISION 0 1. 0 � ® 2. DATE: 10/3/07 IIIIII Vl DOCK DOORS — \ — — FLOOR PLAN PERMIT SET f RECEIVED . A UTOMOTIVE ELECTRIC i E p k ` - ' ':'r. PORTLAND SASH DISTRIBUTORS INC. G-A -P SUPPLY E 1 & DOOR, INC. 16470 SW 72541 Ave CORP C Pt15� ifAso SW72ndMt 1,317 SF OFFICE :6400 SW 72nd. pe� :Iwo ST 7.000 SF TOTAL. 9.333 SF 1 STRUCTURAL CALCULATIONS • 1., 1151 ..a : fi t . �� 1 1 S ' ' " sm. "` � " t"°' PROJECT #07590 PROJECT #07590 0 ; - FOR a t a W F lJ 2 ^ n PORTLAND SASH &DOOR, INC. a ter. - c� w W 16460 SW 72nd AVE i e _ _.. __ .__ -_ _ , W o a a o 0 E s. 1 _, PORTLAND OR 97224 1_ - i 1 ° S o o - ix o= t VAC.I.. c::,00 a ri LL ,( Ch L • ,. ' L toO c> ,co) ( 1— `.V riMC 'r V 5 O en ( r -- NORTH WALL OPENINGS -- 0 : a ! H! - � a C' rnrn Z �~F. rnrn PI U ‘ 3:1 iq 1 «.- 2 1 15 3 W oc 1 � �� oo Q OD PRO Z 6 4 4 a Q Z .0151 a. 4. Q X2.187 L.. 0 rd t � at 1 I ' E � - ` — _- _'. A R4dIhUBT PROPERTY rR 4 0 — k .t) '4't 1 11 , 'Qr? # t t 0 0 A li. Q EXPIRES' 12 1 91 t 64' +tb5 Air 44 t4R wAVM i Q �', # i s j ■ l.'.� See , Eu W 1� l.i..)0 to 1 o. ,.-� • zst4vC v A1r . of2j j .�.- f 1 �f � a " !• f4g, W>C� \S e ta !� Q ^ , . ,, 2.;8 I--1 Z d 04 'k. 2. 187 F -- 1 a; ' ! t Z O �i Z :~ O l - a -. GON O z z a: • nom of , ..a z Q F+ d •." W O "4 %..h ? ►*Jt+► � Pc ' NOW:. ¢ ° ' E . 1401 d 0 r=4 0 u� , x vc ts• Contents a O ° 15 O , � Details A - C DI - D3 �, .., Contact Person: J E Nnrdling. PE Calculations CI. - C 2 EXPOS :12 / 31 l ! �.r11 EXPIRES: 12131 ! REVISION .. REVISION P rai- No.: OT -296 Proi. Na.: 074%3 1 Prof. No.: 07.294 . _ _ . _ W _, N+C)RDLING - -- tpt NORDLING PORTLAND SASH & DOOR STRUCTURAL WALL OPE'; - STTRUCTURAL WALL OPENING 2 • *ALL OPENING 2 . ' . 4115 L PA C TRUST P AC TRUST' PAC TRUST ENGINEERS, LC ENGINEERS, LLC DATE: 10/3/07 Ex Sheet rlo.: t7 DATE: 10/3/07 6173 SW 111th. S b, 253 • t4m�lzt+tutWOOS Date: SEP 2007 By: JEN Sheet No.: COVER 6:715 sw 11104 see 205 • ee MIX. Date: JUL 2007 By JEN Sheet No PERMIT SET PERMIT SET kkor , - 3315' -1s' 1t*% Ne..aw' o4°' (' Nordli Structural En gineers LLC ) , "'' r '�' � . 1! 6775 S1N 111th, Suite 2b0 ` -� l Beaverton OR 970 C L '� , , z.3 . '[ Q& . O aie 09117x0) Page { � "- U+71.fr 1 MULTI -SPAN STEEL BEAM DESIGN Jr 1 PORTLAND SASH AND DOOR f . - . , 1 ` _ PROJECT #07590 4. 13-(11.1 8-f TU GENERAL DATA -- 1 - - 3 - _ , - r All Spans Simple SuDp� ?3 : YES W cen 1 Span Lengths ft : 20.00 20.00 W End Fixity Pi Pin Pin :Pin (off. 51 1 4 Z M Q 1iG - , fl " 1 ` I : 1 v \ .+ its 1 •• 1 4 t�-L AISC Station 1s4x4x318 ts515x3118 �1 `: M+ } � r C.7 W 5 _ S y - p I-o i � - CALCULATED VALUES - -OK- -OK- co 0 1/446 Z j fb - Allowable psi : 29700 29700 W Q• a 11' fh Actu al. psi : 5263 5597 a . i t l Z 533 7 l f •Ac tual psi : 400 o o • 'S- t i ' i •` Mom�tt f3 Lett k ft : D.0 0 0 cal �° a 'Q ` I 1' t Mont @ Right if! : 0.0 0.0 E 1; Ch . Max. Mom. @ Mid -Span k•ft : 2.5 2.5 V " 1- r fl ` I \ X -Dist ft : 10.00 10.00 t0 N j i i I I i Shears: left k: 0.5 0.5 H O rn rn (21 + ", 1 r l ` Right k: 0.5 0.5 t� Z v v I f i Reactions: Left:Dead k : 0.00 WM C7 -. & J - i 1 t Live - k. 0.50 0.50 W' 0 �� �� i t I Toth k: 0.50 0.50 a W o o Q M -! e l �' _ Right Dead k : 0.00 0.00 N • y • , Live k : 0.50 1150 a 1 Total k: 0.50 0.50 Z CQ a w ) Max. Del @ Mid Span in : 0.648 -0.463 4 1'" "` ""`" � ` - X Dist it : 10.00 10.00 -4- - ' l_ .. _ �J L- __ _t BEAM DESIGN DATA - s a Le: Unsupported Length It : 8.00 8.00 Fy ksi : 45.0 45.0 Section A rea in2 : 4.38 3.52 a/ }� 't- �� B ean D ept h i n : 4 5 1 13 *A L Pfi v %6 O Been Width in : 4.DD0 5.t Flange Thickness in : 0.313 0.188 O - [min VALUES • 3 tX Web Thickness in : 0.313 0.188 . ` Isttst " V11, '1,1" '�. '�� , lxx in4 : 9.8 13.4 Kl�h>, ' lyy in4: 9.58 13.40 dq ..1 IA- tkx< Vat ft to 4) rt in : 0.00 0.00 t t� _ ��Cttl i � APPLIED LOADS - W Cz~ Use live Load on This Span 7 Yes Yes C/1 Q �t` l �� e ` , '""`� Uniform DL loft : 0.00 0.00 'c R N U kilt : 0.05 0.05 to W W > rn 'L'} ?t. t.xh✓ qtr.. ‘,...00 /� 13 �o`t" ""` fit. (; -� �1 b�! Location...., ft: 000 0.00 Q ¢ , Shear k : 0.50 0.50 •'' 1;-' -�'�+* "� a E ` r "^ -lb 115"4"7" Moment k -ft : 0.00 0.00 Z ,�7 ° O 4m,,-- ( 4 Deflection in : 0.000 0.000 0 . !r] A 5�k"'� Cam' , w H4 0 3 "'ti . ` eta apfty 4 b= ,cam13ro .,� thl, a 0 o REVISION NORDLING Proi. No. 07496 ' 1 PORTL A ND SASH DOUR _ 4 STRUGT[TRAL WALL OPENINGS 2 . Li* .. - ENGINEERS, LLC PAC TRUST W75 SW Mtn_ Swim WO • &ammo09. Meg Date: SEP 2007 Ely: TV Sheet No.: G1 , DATE: 10/3/07 et PERMIT SET RECEIVED 1 A UTOMOTIVE 6 ELECTRIC 3 E t f, 2t: PORTLAND SASH DISTRIBUTORS INC. G-A-P SUPPLY & DOOR, INC. 16470 SW nod Ave CORP 1{400 SW 72i 4 Ave 1.317 SF OFFICE 164 O SW 72nd Mc Pac Trust :0.590 SF 7.OxSFTOTAL 9333 SF STRUCTURAL CALCULATIONS , a , t . 1 1 li "e" d " re L. PROJECT #07590 1 FOR v 6 a w H PORTLAND SASH & DOOR, INC. 1 z w 16460 SW 72nd AVE r _.�.._ _, __.__ ...� .._ . _ _ W o a PORTLAND, OR 97224 A N ° a i 1 _- NORTH WALL OPENINGS -- ` a . ° c, 3 1 + • 1 V► O N N cr, { I Z a 3 MM 01.0 4 11 �� / '� v> > o o Q 41 M ,� . L [51 I. i r...rwo a . Z ■10 CO a, ca. 4 f F . __ . _ A MatlUET PROPERTY rill ria -o •4ti iit, ' 4 , 4. - L f 0 At a at,-11 5 Ae rkg) t b ial+ w MA. Q EXPIRES' 12 / L.4 SZE lairta MVO I 0• 4' z.,e' 4 Q a CA i 1 ' z cnN .d o oot . , 0 1- • S t �� V414• ' '1 :L A ti3 . .. k ti` t.14) P4 Contents A .� O ° a Details A - C DI - D3 ,� "•, Contact. Person: John EN'ordl ng. PE Calculations CI - C2 . . / �� REVISION 2007 By: !EN Sheet WOW Date:,SE _ - - —. NORDLING Prof. No 0 _ 7-� NORDLING Prof. Igo,: 97 -2� 1. STRUCTURAL UCTURAL IORTLA DSA o " s STRUCTURAL 'WALL OF�IN{I 2 . ENGINEERS, LLC PAC TR UST ENGINEERS LLC PAC TRUST ..._ 1 6ii65W 2x111 Same 2m se> ea. Ma Date: J UL 2007 BY :IE I , I Sheet,�o, : �l DATE: 10/3/07 errs SW 111th. t. =e 233 , 42esvere� it. P' into.: COVER PERMIT SET r f„,AVrt NZ% Silt. ----' l � C�r•cwats��'fw'S _gip WA../.. fdAkerZb 1., N C l it ? tk- /ib C) �'� tip" 2 3p►cJirl. 0 PROJECT #07590 1 • , .. 07 '.'J Fro - ! a te" , -- _,,,,,....___ ,......: . , , 33 0 3 I £ 1 . u C/�1 _�.._ i i L., 7:4 i ' _ ; r I g s.61 i i a 0 1 L � �►. air. air. c. c � )434: wart v _1�c7►c�n, o ,� - a ' �` _ _ �", _� —� ` ( 'CS GI 4-#. %N. {i rvt a •- a p rn rn N II j I { 144 To N LA..ti'S'�t W A he t F, Z A we .•. 1 6 0 ' � i 1 p N N L a sa ` d 1 t i Z -- E o\ c:, 1 � . I co : a 3 �M U _ 1 141. ! \ 1 s, 1 ~r 2 w o o 1 (t) cz O. ` p i -�-1;0 4,.6.4. - f - lr�. � to -..... 9 ip : _ i 34 1�, r:4 � i (;try � ') Id , A u► S -� 0 A Sa,a WI r�m►a� C ws - c,,,c -‘ - ___. �_e - - Ch yr !- - - - -- - -- w � � � D PR�f � � � � � PROf�r(1 r/� � � N ci) 44 1 V `t i r- •'Io. 0rN't'- * 4 W1�'M �Mi �7 ~ i 440 A1!YF�r + �( i /�� `�� l �V I N!- ttY�f^ vl W _____ ...,......,---- VV � i ,z yet / zsa: ; L 4 Q g I ri. viva I ' d OREGON illi a ` a' ij j Ow o— � z Ea ..•�l't'�vl�fi O r / 1 4 �� rL �� 1{. U f-GI 0 o E"• NO ,/ 1�1� `trI y � Z. 141) ' ■ Q O c4 % ( ►•��I C/) � O � A REVISION ._ _ _ _ NORDLING mod;. rip.: a? ---s NORDLING Pra; . Na.: 07•294 1. litbt STRUCTURAL WALL oT STRUCTURAL WALL OPENING 2 . 1 .ENGINEERS, L.LC PAC TRUST ,, ENGINEERS, I,LC PAC tttusr ems s t» zoo nrd dtea aR 97nns Date; JUL 3007 $Y: JE�1 Sheet No.: - 8775 SW 1111h. %re IV • paterta 97001 Date: JUL 2007 .... BY: YEN Sheet No.: DATE: 10/3/07 PERMIT SET e ,,..-. th'kv VA . 1S 1Tx� srti." ` � { Northing Structural Suite Engineers 200 LLC C) R ,c. ' , �m%".••1 -- t- -°�� 6775 1 SW 111th, t Beaverton; OR 97008 ; �; " S '14 rk CAL , [ Date: 09117107 Page: �j C ' - U 4 1 ^ 1 MULTI -SPAN STEEL BEAM DESIGN r PORTLAND SASH AN DOH jr �,._ fi _ PROJECT #07590 i .. - . - GENEfIAL DATA -- 1 .--• - 3 - s� A l l S pans Sale Support" : YES a Span Lengths ft : 20.00 20.00 W '` .� L L E;IS: Fixity: : Pimple Pin Pin '� 1 1 ) ) �. ti .. f., 1 .. 4,� AC.Settiolt xs4z4:3J8 ts5 �°#' Kj , S a �! of .° (�t?tr'f�l- / � C t..rtn1�.. W o I -•+� rj f;AICULATED YALUfS psi - OK• OK - (! FAllowable 700 29700 W Q., Q / � i fActual psi : : 25 6263 5557 ,..a 0 - is t . i? �. h Actual Psi : 400 533 0 0 k ) .1 Mont @ Left k ft : 0.0 O 0 o a _Q } 1, Moment @Right k -ft : ILO 0.0 E4 a, fk A-- ..- CO Max. Mom 9 Mid-Span k•ft : 2.5 2.5 V ''' A M I it ` `� p X.Dist ft : 10.00 10.00 � p o o = in �. q i t it., ! fi ' ` I \, / Shears left k : 0.5 - - 0.5 F ;5: 0, , ! t ; r ' Right k: 0.5 0.5 r n v N �� / `� , Reactions: Left:Dead k : 0.00 0.00 C.7 f-' LLO _ I i L ve - k . 0.50 0.50 Z ■ pq U _ % - ....4:- . •1 . d o 0 ►l Righ • _ � is ea �n �n - . - - lave k 0.50 0.50 ¢ ..`. a f Total k : 0:50 Max. Defl. 9 Mid Span 0.60 0 ' 4 X . , � 1 in : 0.648 - 0.463 4 r" ` . "'r X -Dist ft : 10.00 10.00 f-- --- L - _ _ ...J L_ _ _t BEAM DESIGN DATA a Le: Unsupported Length h : 8.00 8.110 Fy ksi : 45.0 46.0 Settioo Area in2 : 4.35 3.52 a / Q Butt Depth in : 4.000 5.000 C.-Ayr. lilt- tar k.,... �Jt. � . ttal.t Inv* v* 6 Dean Width in : 4.000 S.000 0 -- Flange Thickness in : 0.313 0.188 Q �. t.,. 1.51:441.1 _: 3 IS Web Thickness in : 0.313 0.188 Q 3 a k-9.5,t1I "AP" -� 7. '"Jy Iy in4 : . 13.4 lyy in4 : 9.58 13.40 PA' 'GSn SV a.fe ' «� { tl s " �� ft APPLIED LOADS in : 0.00 0.00 W S'� i ` Use Li L o n This Span ? Yes Yes tSk �t x-11 .w -sr ► i a R A • Q� '� �' Uniform OL Mt : 0.00 0.00 C LL kilt : 0.05 0.05 C W 't,'3' '('10 t,Jnr the; t..e'✓v� / i � "ht* '(' �`�:'l►�I Location.. ft : 0.00 0.00 DUEII>f VALUES Q 4 61 kU't +`.`l.. -'"' t tf- g 1 ft . eP 7/ 3`4'"7" Shear • k : 0.50 0.50 Z v p 'b O Moment it-ft : 0.00 0,00 .4.;.-- C- Deflection in : 0.000 0.000 l c p A 0 z .,z -: it , 4VP'1S use I g 0 pi_i o vi x • I REVISION r = NORDLING 1. ,rot. No.: 07.2 6 P ORTLAND SASH & DOOR I STRUCTURAL wALLOP S y 2. 5 EN tG INE ERS, LL PAC TRUST 1 ! i Dat SE 2007 By: ,101 Sheet N o. : ' DATE: 10/3/07 rsser i� :u�s �o•eG,s�tt : CZ PERMIT SET