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RECEIVED E =e„® JUN 12 2017 Smith Monroe Gray BUILDING DIVISION MEMO TO: Eric Xu COMPANY: Tigard Cycle and Ski FROM: Marius Smidt P.E. PROJECT: 12549 S.W. Main Tigard, OR. DATE: 2/27/171144Pr• 37?/Rix 7 ANAL-- JOB #: 16-0106 RE: FIRE DAMAGE ASSESSMENT Regarding the fire that occurred at the above referenced address on Sep 19th, 2015: This serves to confirm that I have completed an assessment of the extent of fire-damage to the existing roof support structure, at the Eastern corner of the building. The scope of this assessment was limited to only the exposed, obviously fire damaged structural support elements, on the date of my site visit of Feb 21St. 2017. pa is outlined pages where the extent of the observed dams Please refer to the attached 11 g damage and acceptable repairs are indicated. Let me know if you need anything else from us at this time. PROp. d. � iv C� G t N E',6- � °y ' 1 , ilii • / OR GO ,t 1 ,Pi moa I od” L.R.G•G 'RENEWAL:673 0/ebt8 CITY OF TIGARD '' LocROVISWEIDoDB MPLIANCE • OTCs Permit#o *P -Cr) d► Address: :•, Sulo By �, .. .. Des E f L t t- File: Q/16-010B/CORRESPONDENCE/Memo Eric Xu 227-17.do ' Smith Monroe Gray Enq r eers, Inc 503 043 8595 i cmgengr Com COPY 8625 SW Garr.rde Avr.nue,Suite 5010 Be3vertan.OR 47GC)H OFFICE COPY Client: Eric Xu Smith Monroe Gray Project: Fire Damaged Structure at ENGINEERS , INC . 12549 S.W.Main St.,Tigard,OR. By: M.L. S. Date: Feb_2017 Rev#: 0 Summary Job#: 16-010B Sheet 2 of 12 Scope and review Parameters A: Scope:[Refer to attached sketches and calculations for more clarification.] • The South Eastern corner of this existing building suffered fire damage on Sep 1§h 2015. • The fire affected only about 25%of the roof-plan area of the North-Eastern part of the building. • Our[SMG's] scope is to: • Inspect the extent of fire-damage to structural members. • Determine a criteria of visual acceptance/rejection that can be applied by a constructor. • Determine what%of loss is related to charred members versus blackened members. • Determine what code requirements may be applicable, based on the extent of the damage. B: Reference Documents: • Memo by SMG to grant post-fire access approval [SMG job-ref.#16-010A] • Given building geometry [from insurance damage assessors]. • Online news reports, photos and location maps. • Copy of the official Fire report done by TVFR. C: Background and parameters. • The given period of original construction: estimated around the latter 1930's. • At the time of the site visit,all upper floor wall&roof framing was exposed (gypsum sheeting had been removed)-which made visual inspection and access relatively easy. • No other apparent changes/repairs, unrelated to the fire,were observed. • The load-path for gravity support is thus more obvious. The lateral system remains unclear. D: Review Parameters&loading assumptions • It is assumed that the intended future use of the building will be the continuance of similar occupancy-related loading and that no greater loading demands will be required of any structures due to any anticipated changes of building use. • The objective of this review is to have the structure reinstated to its pre-fire structural state. E: Design References used: • Per IBC2012/OSSC2014-Section 3405 • Loadings per ASCE 7-10 • Material strengths and design review of timber compared with NDS-2005 F: Analysis and findings. • The site assessment and subsequent review show limited/local repairs/replacement necessary. • Per OCC14/IBC2012-§3405; we consider the extent of damage to be: "less than substantial" See the following sheet for repair/replacement recommendations. =„'= Client: Eric Xu Smith Monroe Gray Project: Fire Damaged Structure at ENGINEERS, INC . 12549 5.W.Main St.,Tigard, OR. By: M.L. S. Date: Feb_2017 Rev#: 0 Summary Job#: 16-0108 Sheet 3 of 12 Repair/replacement options. G: Recommendations: - Charred members: • All char-damaged members must be replaced with similar or better, sections&grades;- • -either by removal and replacement, • -or additional members can be installed adjacent to/midway between such damaged members. • Lath roofing boards may also be replaced by nom. 5/8"thick OSB sheathing; Install per OSSC. - Blackened members: • All members that were only blackened with no charring may remain in place and be reused. Note that such smoke affected members will likely continue to emit smoke-odors,thus they should be pressure-cleaned or hard-brushed and then sealed with a shellac-base sealer/primer. - Acceptable updated or alternative replacement elements. These alternatives may need to be submitted for acceptance by the City of Tigard beforehand. • The short cripple-walls that support the roof-lath may be replaced with pre-engineered trusses. • The diagonal blocking to the ceiling joints may be replaced with: • either diagonal propriety steel braces • or solid wood blocking • or other commercially available and code-approved lateral support for the joists. • Existing hardware/fasteners may be replaced with code approved screws or connectors. CLIENT: ERIC XUSiWaMIN11/41111 PROJECT: FIRE DAMAGED BLDG-TIGARD,OR. Smith Monroe Gray STRUCTURAL DAMAGE ASSESSMENT ENGINEERS, INC. Phone:503893.8595 BY: MLS DATE: Feb-2017 REV. A __-- JOB N°. 16-0108 Sheet 4 of 12 Building Sketches U.N.O. All dimensions are in ft. Scale: 1/16"=1'-0" (Members in structurally unaffected areas not shown for clarity) 74.0 Al: Area where only 30.5 localized parts of roof—supporting 16.4 structural members were affected2 by the fire. — 400ft. Total Floor Area Al 442 N CO 1590 ft A2: Area of worst This unit was structural fire—damage to apparently not roof 2nd exterior walls structurally affected by 250ft. the fire, thus excluded from the scope of this assessment. fa' Roof Plan View at 12549-12551 SW, Main St, Tigard, OR. Note: This layout geometry was obtained from given plan views for each level. CLIENT: ERIC XU 4.113 PROJECT: FIRE DAMAGED BLDG-TIGARD,OR. Smith Monroe Gray STRUCTURAL DAMAGE ASSESSMENT ENGINEERS, INC. Phone: . . BY: MLS DATE: Feb-2017 REV. A JOB N . 16-010B Sheet 5 of 12 Building Sketches U.N.O. All dimensions are in ft. (Members in structurally unaffected areas not shown for clarity) Scale: 1/16"=1'-0" All visibly fire—affected [blackened] roof—support members in this area are Grid lines indicate Interior deemed adequate. These may be retained. roof—support lines at (3) places. Replace/reinstate the wall framing along the shaded Parapet exterior perimeter. — — — — — — - ' 0 Roof Slope i":12" — All visibly—charred Parapet [cracked] roof—support timbers in this area are 0 deemed inadequate. These to or are new be memberseither canreplaced be CD Roof Slope z":12" added in between. Asphaltic / Bituminous sealed roofing system on .A111111%. assumed 1x6 timber lath. Parapet , (TYPO Roof Plan View [Showing roof support system]. Note: This layout geometry was obtained from given plan views for each level. CLIENT: ERIC XU StriaMak _ PROJECT: FIRE DAMAGED BLDG-TIGARD,OR. Smith Monroe Gray STRUCTURAL DAMAGE ASSESSMENT ENGINEERS, INC. Phi:503. . BY: MLS DATE: Feb-2017 REV. A JOB N . 16-0106 Sheet 6 of 12 Building Sketches U.N.O. All dimensions are in ft. Scale: 1/16"=l'-0" (Members in structurally unaffected areas not shown for clarity) Asphaltic / Bituminous sealed roofing system, •on assumed 1x6 timber lath •on Nom.2x4 roof–joists at 16"o/c, Nom.8x8 column (4) places. –supported at each end Nom.4x6 column at each end. –and at each grid line. Note: These align with columns Note the lath–boards can be that support the floor below. 5„ replaced with nom $ OSB sheeting installed per IBC. Ill I - – – – 1111-__==7-1-:-__ O _ _ 2Nom. 2x4 di _____ _________ IklIIIIl11I _I i'/ agonal ©blocking at grid–lines 1 & 3 - - _ - - III 111111111/II� I�t�� Nom. 2x8 Ceiling joists , at 16"o/c (Typ.) - Roof Plan View [Showing roof support system]. —TA Replace the charred Nom. 2x4 framed cripple wall, with studs coincident with ceiling joist locations or use — — pre–engineered truss. Replace/reinstate the wall Roof Slope ":12„ framing along the shaded exterior perimeter. ---------------------�"_.ry -rrrri- " _ Y,_ _Y_ --- -------- , At window–openings, add headers as required & Nom. 2x8 Ceiling joists Nom. 2x4 diagonal sized per IBC or contact at 16"o/c (Typ.) blocking SMG for assistance Section at Roof–support gridlines 1 & 3 Replace the charred Nom. 2x4 framed cripple wall, with studs coincident with ceiling joist locations or use pre–engineered truss. Roof Slope ":12„ Nom.4x6 End–Column. - ----------- ------------------------ ------1----1 r-r 1 i i -r -r n T-r-I- The upper half is badly , ; charred. Either replace the rr1=S�YY3'_fEY.iFig.[Y_i-LtY_'L-L- rFr' '_1' ii- 'F'E �_ i-4444..-6 - entire column or add new 11 I similar sized column II Nom. 2x8 Ceiling joists adjacent. If an old–to–new (3)Nom.2x8 Beam at 16"o/c (Typ.) splice is preferred, (TYP.) contact SMG for design details Section at Roof–support Grid line 2 Note: This layout geometry was obtained from given plan views for each level. _ CLIENT: ERIC XU Mahr � 1 PROJECT:, FIRE DAMAGED BLDG-TIGARD,OR. Smith Monroe Gray STRUCTURAL DAMAGE ASSESSMENT ENGINEERS, INC. Phone:503.843.8595 BY: MLS DATE: Feb-2017 REV. A JOB N°. 16-010B Sheet 7 of 12 Building Sketches U.N.O. All dimensions are in ft. Scale: 1/16"=1'—O" — — — --- — — '— I — — — 0 _ 11111111111111111 1 Plan View: Both floors and roof overlayed to show vertical alignment of loadbearing elements Note: This layout geometry was obtained from given plan views for each level. _ CLIENT: ERIC XU �M! PROJECT: FIRE DAMAGED BLDG-TIGARD,OR. Smith Monroe Gray STRUCTURAL DAMAGE ASSESSMENT ENGINEERS, INC. Phone:5oa64a8595 BY: -_--.MLS DATE: Feb-2017_...... REV. A JOB N°. 16-0108 Sheet 8 of 12 SECTION PROPERTIES All dimensions are in inches. Nom. 2x4 Framing elements. Half scale 1 ' ' 1/4" Typ. J Charred versus Oricinal Remaining%: Area: 2.9463 sq in versus 3.5x1.5 = 5.25 inz 56% remains. Perimeter: 7.5708 in Axial capacity. Bounding box: X: —0.5000 -- 0.5000 in Y: —1.5000 -- 1.5000 in Centroid: X: 0.0000 in Y: 0.0000 in 3 Moments of inertia: X: 2.1380 sq in sq in versus 3.5x1.5/12=5.36 in. 40% remains. Y: 0.2393 sq in sq in Bending stiffness. Product of inertia: XI: 0.0000 sq in sq in Radii of gyration: X: 0.8518 in Y: 0.2850 in 2 SX = 2.13 / 1.75" = 1.22 cu.in. versus 3.5x1.5/6=3.06 in. 40% remains. Bending strength. Find:, At such high% strength loss, the charred 2x4's are clearly inadequate to be relied upon to carry the original design loading. /11111111CLIENT: ERIC XU imun �� PROJECT: FIRE DAMAGED BLDG-TIGARD,OR. Smith Monroe Gray STRUCTURAL DAMAGE ASSESSMENT ENGINEERS, INC. Phone:503.643.8595 BY: MLS DATE: Feb-2017 REV. A JOB N°. 16-0108 Sheet 9 of 12 SECTION PROPERTIES All dimensions are in inches. Half scale Nom. (2)2x6 Column. 1/4" Typ. Charrec versus Oricinal Remaining%: Area: 12.4463 sq in versus 5.5x3 = 16.5 in 75% remains. Perimeter: 14.5708 in Axial capacity. Bounding box: X: —1.2500 -- 1 X2500 in Y: —2.5000 -- 2.5000 in Centroid: X: 0.0000 in Y: 0.0000 in Moments of inertia: X: 25.7210 sq in sq in versus 5.5x3/12=41.6 in 61% remains. Y: 6.4338 sq in sq in Bending stiffness. Product of inertia: XY: 0.0000 sq in sq in Radii of gyration: X: 1.4376 in Y: 0.7190 in Sx = 25.72 / 2.75" = 9.35 cu.in. versus 5.52x3/6=15.1 irr3 61% remains. Bending strength. Findin : At such high% strength loss, the charred 4x6 column is clearly inadequate to be relied upon to carry the original design loading. _ CLIENT: ERIC XU - PROJECT: FIRE DAMAGED BLDG-TIGARD,OR. Smith Monroe Gray STRUCTURAL DAMAGE ASSESSMENT ENGINEERS, INC. Phi,503.643.3595 BY: MLS DATE: Feb-2017 REV. A JOB N°. 16-010B Sheet 10 of 12 SECTION PROPERTIES All dimensions are in inches. Half scale Nom. 2x8 Ceiling Joists. 1/4" Typ. J Charred versus Oricinal Remaining%: Area: 6.9463 sq in versus 7.5x1.5 = 11.25 in 61% Perimeter: 15.5708 in remains. Axial capacity. Bounding box: X: —0.5000 -- 0.5000 in Y: —3.5000 -- 3.5000 in Centroid: X: 0.0000 in Y: 0.0000 in 3 Moments of inertia: X: 27.9468 sq in sq in versus 7.5x1.5/12=52.7in4 53% remains. Y: 0.5726 sq in sq in Bending stiffness. Product of inertia: XY: 0.0000 sq in sq in Radii of gyration: X: 2.0058 in Y: 0.2871 in SX = 27.95 / 3.75" = 7.45 cu.in. versus 7.5x1.5/6=14.06 in3 53% remains. Bending strength. Find : At such high% strength loss, the charred 2x8 ceiling joists are clearly inadequate to be relied upon to carry the original design loading. minazi Client: Eric Xu Smith Monroe Gray Project: Fire Damaged Structure at ENGINEERS , INC . 12249 S.W.Main St.,Tigard, OR. Section Comparison By: M.L. S. Date: Feb_2017 Rev#: 0 for use with NDS-tables Job#: 16-010B Sheet 11 of 12 Charred properties vs nom.Sections 2x4 Roofing support joists: Section Depth d (in.) 3.5 Section Breath b(in.) 1.5 Section modulus S(in3.) 3.06 versus charred: S(in3.) 1.22 For Span: L (ft.) 5.63 and spacing a (ft.) 1.33 Unfactored Loading: (psf.) 30 DL: 10 LL: 20 and load-factors: DL: 1.0 LL: 1.0 design loads become: (psf.) 30 Computations: The uniform load is: w (plf.) 39.90 Max bending moment: M (lb-in). 1894 Bending Stress: fb (psi.) 618 Original section: I Demand/Available Ratio[D/R]= 0.95 1<_1.0 Original Ok '✓ Bending Stress: fb (psi.) 1552 Charred section: Demand/Available Ratio[D/R]= 2.39 1>1 Charred fails ,x Thus: Findings: Assuming Douglas Fir-Larch (North)species: The original live load was likely 20 psf for use with stud-grade timber[ref Fb 650psi] or better; Thus replace with timber of similar or better grade. , =ggg Client: Eric Xu Smith Monroe Gray Project: Fire Damaged Structure at ENGINEERS , INC . 12249 S.W.Main St.,Tigard, OR. Section Comparison By: M.L. S. Date: Feb_2017 Rev#: 0 for use with NDS-tables Job#: 16-010B Sheet 12 of 12 Charred properties vs nom.Sections 2x8 Ceiling support joists: Section Depth d (in.) 7.5 Section Breath b(in.) 1.5 Section modulus S(in3.) 14.06 versus charred: S(in3.) 7.45 For Span: L (ft.) 11.25 and spacing a (ft.) 1.33 Unfactored Loading: (psf.) 34 DL: 14 LL: 20 and load-factors: DL: 1.0 LL: 1.0 design loads become: (psf.) 34 Computations: (for uniform loading) The uniform load is: w (plf.) 45.22 Max bending moment: M (lb-in). 8585 Bending Stress: fb (psi.) 610 Original section: Demand/Available Ratio[D/R]= 0.94 151.0 Original Ok -11( Bending Stress: fb (psi.) 1152 Charred section: Demand/Available Ratio[D/R)= 1.77 1>1 Charred fails J x Computations: (for more realistic uniform ceiling loading plus mid span point load from roof) Uniform load: w (plf.) 5.3 from 4psf ceiling, assuming 5/8"thick gypsym Midspan point load: Wr (Lb.) 225 from roof Midspan point load: We (Lb.) 10 from cripple wall Ceiling Moment: M (lb-in). 1010 Framing moment: M (lb-in). 7931 Max bending moment: M (lb-in). 8941 Bending Stress: fb (psi.) 636 Original section: Demand/Available Ratio[D/R]= 0.98 _I5 1.0 Original Ok I✓ Bending Stress: fb (psi.) 1200 Charred section: Demand/Available Ratio[D/R]= 1.85 1>1 Charred fails x Thus: Findings: Assuming Douglas Fir-Larch (North) species: The original live load was likely 20 psf for use with stud-grade timber[ref Fb 650psi] or better; Thus replace with timber of similar or better grade. RECE VED I CCB#195693 WA#-keibt-AWN& 7225 SW Bonita Rd HOMEMA,STERS Tigard,OR 97224 ROOFS GUTTERS HANDYMAN Tel:503-639-7700 CITY OF TIGARD Fax:503-352-4581 BUILDING DIVISION www.homemasters.com SERVICE / CHANGE / REPAIR FORM NAME: Eric Xu EMAIL: ericxu@pacific-cross.com DATE: 5-22-17 ADDRESS: 12549 SW Main St, Tigard, OR 97223 PHONE: (971)244-2073 INSTALLATION SPECIFICATIONS/SERVICE AND REPAIR Note Job Scope: Repair/Replace burnt roof and interior framing as per drawings and damage report. 1. Remove any wood structure that has been deamed unsound and replace with new wood framing. Using Simpson Strong-Tie where required. Structural and non structural. Refer to drawings and Damage report $12,900.00 Respectfully Submitted By: Douglas L Walhood 5-23-17 Homemasters Representative Date Total Services $ 12,900.00 ACCEPTANCE: Total Materials $ Inc These prices are subject to revision if work is not accepted within 30 days from date of this proposal,and terms of contract one half down before commencing work and net balance due upon completion unless otherwise stated.If Homemasters enforces or interprets this contract,it will be entitled to recover its reasonable attorney fees and costs incurred,whether or not suit or action is commenced,and if suit or action is commenced,Homemasters shall be entitled to recover its reasonable attorney fees and costs incurred in any arbitration or suit,and on any appeal,review or recon- $ sideration of any arbitrator or trial court's award,ruling,decision,order or judgment. By signing below,I/We authorize Homemasters to furnish all material and labor required to complete the work mentioned Sub Total $ 12,900.00 in the above proposal and agree to the terms specified on the back of this proposal,for which I/We agree to pay the amount mentioned in said proposal according to the above payment plan.I/We have read the following forms required to be included by the state of Oregon with this proposal:1)Consumer Notification Form,2)Owner's Duty to Contractor in Tax(WA) $ na the Event of a Residential Construction Dispute and 3)Information Notice to Owner about Construction Liens.If this is a credit card transaction I/we agree to payment as outlined in the card-holder agreement and do hereby waive any right to Deposit $ 6,450.00 dispute this transaction. FINAL PAYMENT MADE WITH A CREDIT CARD WILL BE CHARGED AN ADMINISTRATIVE FEE OF 3%. Balance Due $ 6,450.00 Property Owner(s)Signature for acceptance of bid and terms Date 5/24/2017 Scan 20170523 214832 001.jpg RECEIVED .. JUN 122017 CITY OF TIGARD BUILDING DIVISION The plan for restoration of the framing in the burnt section of this building are as follows: I. Make no alterations to the framing configurations of this building other than what has been specified by the structural engineers. 2. Replace all burnt lumber the lumber of the exact same dimension and grade. 3. Install headers above all affected windows as recommended by the structural engineers. 4. Raise the bottom sill of the floor level windows to match the others in the room,(24"from floor). 5. Most of the windows that are to be replaced in the building will match very closely to what is there now,36"W x 60"T installed at a header height of T and bottom sill height of 24"from the floor.Only four of the windows to be installed are different.They will be,51"W x 60"T installed at the same header and sill measurements. • https://mail.google.com/mail/u/0/#inbox/15c38cd477092d4f?projector=1 1/1 5/24/2017 Scan_20170523_214832 002.jpg 22 6" A- om co-111111 ..., _. ,1 1 0 VI fl ;Of 111. 14,4‘ 1'11j" / , ii; cr .„ / ,...; / ..', :„., ":---, :Y:I It 3.)) '''''' e'''''... 1,1 SY .4. CD .. ..... '1'1 40i. c:211 co _ si V , „..., 40,,, e4 1,i, a ... , , 1 "v.. .,....„ 4:- 0 1:4: ti Y, 4 'Ot r,, \i‘v - A, 41111111111111.1111111111100; 10) 4 „;43'0"I -,,f,430' 12'4” N o i s t At u e,--.)t\licnin9 Geriql 1 -lo kuo .. itoz z I I\1111- (3q/V1.3031:1 https://mail.gocgle.com/mail/u/0/#inbox/15c38cci477092c14f?projector=1 1/1 RECEIVED 5/24/2017 Scan 20170523 214832 003.jpg JUN 1 2 2017 CITY OF TIGARD BUILDINC DIVISION CI IENT: ERIC XU Sigrir PROJECT: FIRE DAMAGED BLDG-TIGARD,OR. Smith Monroe Gray STRUCTURAL DAMAGE ASSESSMENT ENGINEERS, INC Pho 503$43.8595 BY: MLS DATE. Feb-2017 REV. A JOB N . L 16-01013 Sheet 7 of 12 ..._ Building Sketches U.N.O. All dimensions are in ft. Scale: 1/16"=1.-0" , 6,k-, / : — — -k------ -F----- - 1--------1- --t— - -- - -- - r 0 (1.7 T t __ ----" ---k0, - \I __ _ __._.__ - _' ''- .. MOM 1111111 //' F-—------'-.---- , 1 r_ ,. _ ______ _ _ • -i i • , ,' igp- _____, 4. Plan View: Both floors and roof overlayed to show vertical ali,gpment of loadbearing elements f t kA.,,,,i 4,, I ( 41:"1,'-"k I Note: This layout geometry was obtained from given plan views for each level https://m ail.google.com/mai 1/u/0/ffinbox/15c38cd477092d4f?projector=1 1/1 5/24/2017 Scan 20170523 214832 004Jpo � � E~ E � E \UN 1 2 2017- (� \\Ll �� �x �M ��{�� C�� En XU 201 PROJECT:; FIRE DAMAGED gyl§-luGA«o.ASSES o�EW���� \�= SmithMonroe Br�y STRUCTURAL DAMAGE SM T swo/wsenu INC� BY: MLS DATE Feb-2017 REV. A ,�=m"."�° JOB N` | 1G-01o8Sheet 6 of 12 Building Sketches U.N.O. All dimensions are in M. Scale: 1/10'~1 -0' (Members in structurally unaffected areas not shown for clarity) "-Asphaltic / Bituminous sealed roofing system, ^n*—:1C,6**ftet| 1 x timber tat' ^on Nom2x4 mn|juixb oi 16^o/c. -Nnm.5x8 column (W places. supported at each Sri Nom4x6 column at each end. - and at each grid lir.-:;, Note: These align with columns Note the lath-boards can be that support the floor below. replaced with nom i^ [8B sheeting installed per !8C t .^� El ii I fifg_.,....:::: ii:, 0 i lies ' IH 1111 110 tif ____,0 - , A.--___.---- N.-trn. 2x8 Ceiling jois's - / °' -___-___ _- ___ \ � �^w � / >4-t i 5 I t.c - cripple wall, with studs coincident with 1 ceiling joist locations or use framing along the shaded Roof exterior porimete/ . TT�rF iii / add ~,~-^-^ ` .��.�� ^_-'��� ^'^ '� .. window-openings,--' headers as required & Nam 2x8 Ceiling ^ `~-Nom2x4 diationul sized per IRC or contactcontactoi 16"a/t. (Tvo]-'~ blocking 5NQ for assistance Section at RodLsoport_gridlineu ) & J =�' , it ....f. - Replace the charred Nom 2x4 framed , t. .t* -q 16( '''' - cripple wall, with studs coincident with pre-engine-era trots-. Roof Slope .":12" The tipper half is badly charred Either replace the ,�zzz.�4,��� ^^^^ entire column or add new simi|o/ uizedoo(omn r,,,,,,-.111. U �| �^ ----�—/ Nom. 2x8 Cei6ng joists/ (3'nn"�^" `="" / adjacent. If on old -to-m:~ at 10�/c (Tvo] ' splice is preferred, contact EMS o/ design details Section at Roof-suunrt-[rid'|in« 2 �* 4 �^� VII �A^~' Note: This layoutgeometry was obtained from viewsgiven plan for each level. ' ~� - *^� '. . hup ://nai|.googe.comAnaiVu/0Ninumx/1 1 1/1 5/24/2017 Scan_20170523 214832_005.jpg REC IVES JUN 122017 CITY� ' � l�H� CLIENT: ERIC XU BU�L�� � �� gN PROJECT: FIRE DAMAGED BLDG-TIGARD,OR. Smith Monroe Gray STRUCTURAL DAMAGE ASSESSMENT ENGINEERS, INC. Phone:503.643.8595 BY: MLS DATE: Feb-2017 _.. REV A JOB N . ``„ 16-0108 Sheet 5 of 12 Building Sketches U.N.O. All dimensions are in ft. (Members in structurally unaffected areas not shown for clarity) Scale: 1/16"=1'-0' —All visibly fire--affected [blackened] i roof--support members in this area are _Grid lines indicate Interior '=, deemed adequate. These may be retained. roof—support lines at (3) places. -Replace/reinstate the wall -..---- framing along the shaded Parapet exterior perimeter. a Roof Slope :12' a in I — _ All visibly—charred LE Parapet [cracked] roof—support Q, timbers in this area ore s deemed inadequate. These a ore to be either replaced RoofSlope I" 12' or new members can be c, P 2 added inbetween. Asphaltic Bituminous sealed roofing system on _ assumed 1x6 timber lath. Parapet ' , (TYP-} y i i ,� „aHte Roof Ron View [Showing roof support_system]. .,rt( Pi' c/,^k.e 1,... ty,. . F ,t k moi, cA Note: This layout geometry was obtained from given plan views for each level. 1/1 https://m ai I.google.com/mai I/u/0/#inbox/15c38cd477092d4f?projector=1 14 1,=Jopafade,}},PZ60LL4Po8£9S6/XoquMin/I!ew/woo•ai6006•Hew//:sd3}y 26'5' N 3'and 4'3"window detail. " imilliallimillimill3' ► It 4'3' -01w 4'3" 4- 3 -+I 4'3' -i 8 i7, a,?4 q i. 04:ss T N T i 1 co i 1' N f A 1{ 1 4 341' •, All windows will be re-framed as they were before the fire, Bottom of header will be at 7'tall and top of bottom sill will be at 24"from floor. O SIA!O owning ning CER-1011 dO A110 LIOZ g 1 Nnr 03A1 32 o 6d C84I.Z EZSOLLOZ UeOS L60Z/17Z/S RECEIVED CCB#195693 WA#NWHOMHM882BL -.104-11111-01,- dlUN 12 7017 7225 SW Bonita Rd HOMEMASTERSTigard,OR 97224 ROOFS GUTTERS HANDYMAN CITY OF TIGARD Tel:503-639-7700 UILflINIV'SION Fax:503-352-4581 www.homemasters.com SERVICE / CHANGE / REPAIR FORM NAME: Eric Xu EMAIL: ericxu@pacific-cross.com DATE: 5-22-17 ADDRESS: 12549 SW Main St, Tigard, OR 97223 PHONE: (971)244-2073 INSTALLATION SPECIFICATIONS/SERVICE AND REPAIR Note: Job scope replace the awning with like 28ga metal panels color TBD. 1.Remove existing 12 tight lock metal roofing used as awning on building. 2. Inspect sheeting replace what is found to be damaged and install new vapor barrior. 3. Provide and install new tight lock 12" metal panels as the new awning.Color TBD. 114If of 4'metal panels and 11If of 5' metal panels= 125pcs. 4. Includes 6"x4" roof to wall flashing matching color.Grommet Wood fast screws. Cap metal 5pcs 10'6" $4,275 Respectfully Submitted By: Douglas L Walhood 5-23-17 Homemasters Representative Date Total Services $ 4275.00 ACCEPTANCE: Total Materials $ Inc These prices are subject to revision if work is not accepted within 30 days from date of this proposal,and terms of contract one half down before commencing work and net balance due upon completion unless otherwise stated.If Homemasters enforces or interprets this contract,it will be entitled to recover its reasonable attorney fees and costs incurred,whether or not suit or action is commenced,and if suit or action is commenced,Homemasters shall be entitled to recover its reasonable attorney fees and costs incurred in any arbitration or suit,and on any appeal,review or recon- $ sideration of any arbitrator or trial court's award,ruling,decision,order or judgment. By signing below,I/We authorize Homemasters to furnish all material and labor required to complete the work mentioned Sub Total $ 4,275.00 in the above proposal and agree to the terms specified on the back of this proposal,for which I/We agree to pay the amount mentioned in said proposal according to the above payment plan.I/We have read the following forms required to be included by the state of Oregon with this proposal:1)Consumer Notification Form,2)Owner's Duty to Contractor in Tax(WA) $ na the Event of a Residential Construction Dispute and 3)Information Notice to Owner about Construction Liens.If this is a credit card transaction I/we agree to payment as outlined in the card-holder agreement and do hereby waive any right to Deposit $ 2137.50 dispute this transaction. FINAL PAYMENT MADE WITH A CREDIT CARD WILL BE CHARGED AN ADMINISTRATIVE FEE OF 3%. Balance Due $ 2137.50 • Property Owner(s)Signature for acceptance of bid and terms Date RECEED I` CCB#195693 WA#NWHOMHM882BL �� 1O' 7225 SW Bonita Rd TERS Tigard,OR 97224 HOMEJYIASTel:503-639-7700 ROOFS GUTTERS HANDYMAN CITY OF T GRAD Fax:503-352-4581 • BUILDING DIVISION www.homemasters.com SERVICE / CHANGE / REPAIR FORM NAME: Eric Xu EMAIL: ericxu@pacific-cross.com DATE: 5-22-17 ADDRESS: 12549 SW Main St, Tigard, OR 97223 PHONE: (971)244-2073 INSTALLATION SPECIFICATIONS/SERVICE AND REPAIR Note: Job scope replace the awning with like 28ga metal panels color TBD. 1.Remove existing 12 tight lock metal roofing used as awning on building. 2. Inspect sheeting replace what is found to be damaged and install new vapor barrior. 3. Provide and install new tight lock 12" metal panels as the new awning.Color TBD. 1141f of 4' metal panels and 11If of 5' metal panels= 125pcs. 4. Includes 6"x4" roof to wall flashing matching color.Grommet Wood fast screws. Cap metal 5pcs 10'6" $4,275 x Respectfully Submitted By: Douglas L Walhood 5-23-17 Homemasters Representative Date Total Services $ 4275.00 ACCEPTANCE: Total Materials $ Inc These prices are subject to revision if work is not accepted within 30 days from date of this proposal,and terms of contract one half down before commencing work and net balance due upon completion unless otherwise stated.If Homemasters enforces or interprets this contract,it will be entitled to recover its reasonable attorney fees and costs incurred,whether or not suit or action is commenced,and if suit or action is commenced,Homemasters shall be entitled to recover its reasonable attorney fees and costs incurred in any arbitration or suit,and on any appeal,review or recon- $ sideration of any arbitrator or trial court's award,ruling,decision,order or judgment. By signing below,I/We authorize Homemasters to furnish all material and labor required to complete the work mentioned SUI,Total $ 4,275.00 in the above proposal and agree to the terms specified on the back of this proposal,for which I/We agree to pay the amount mentioned in said proposal according to the above payment plan.I/We have read the following forms required to be included by the state of Oregon with this proposal:1)Consumer Notification Form,2)Owner's Duty to Contractor in Tax(WA) $ na the Event of a Residential Construction Dispute and 3)Information Notice to Owner about Construction Liens.If this is a credit card transaction I/we agree to payment as outlined in the card-holder agreement and do hereby waive any right to Deposit $ 2137.50 dispute this transaction. FINAL PAYMENT MADE WITH A CREDIT CARD WILL BE CHARGED AN ADMINISTRATIVE FEE OF 3%. Balance Due $ 2137.50 Property Owner(s)Signature for acceptance of bid and terms Date RECEIVED CCB#195693 WA#NWHOMHM882BL JUN 12 2017 7225 SW Bonita Rd HOMEMASTERS Tigard,OR 97224 �/�} " 'j't/�[} Tel:503-639-7700 ROOFS GUTTERS HANDYMAN "�° ' `'� I�l�f'tr1� Fax:503-352-4581 BUILDING DIVISION www.homemasters.com SERVICE / CHANGE / REPAIR FORM NAME: Eric Xu EMAIL: ericxu@pacific-cross.com DATE: 5-22-17 ADDRESS: 12549 SW Main St, Tigard, OR 97223 PHONE: (971)244-2073 INSTALLATION SPECIFICATIONS/SERVICE AND REPAIR Note: Job scope replace the awning with like 28ga metal panels color TBD. 1.Remove existing 12 tight lock metal roofing used as awning on building. 2. Inspect sheeting replace what is found to be damaged and install new vapor barrior. 3. Provide and install new tight lock 12"metal panels as the new awning.Color TBD. 1141f of 4' metal panels and 11If of 5' metal panels= 125pcs. 4. Includes 6"x4" roof to wall flashing matching color.Grommet Wood fast screws. Cap metal 5pcs 10'6" $4,275 Respectfully Submitted By: Douglas L Walhood 5-23-17 Homemasters Representative Date Total Services $ 4275.00 ACCEPTANCE: Total Materials $ Inc These prices are subject to revision if work is not accepted within 30 days from date of this proposal,and terms of contract one half down before commencing work and net balance due upon completion unless otherwise stated.If Homemasters enforces or interprets this contract,it will be entitled to recover its reasonable attorney fees and costs incurred,whether or not suit or action is commenced,and if suit or action is commenced,Homemasters shall be entitled to recover its reasonable attorney fees and costs incurred in any arbitration or suit,and on any appeal,review or recon- $ sideration of any arbitrator or trial court's award,ruling,decision,order or judgment. By signing below,I/We authorize Homemasters to furnish all material and labor required to complete the work mentioned Sub Total $ 4,275.00 in the above proposal and agree to the terms specified on the back of this proposal,for which I/We agree to pay the amount mentioned in said proposal according to the above payment plan.I/We have read the following forms required to be included by the state of Oregon with this proposal:1)Consumer Notification Form,2)Owner's Duty to Contractor in Tax(WA) $ na the Event of a Residential Construction Dispute and 3)Information Notice to Owner about Construction Liens.If this is a credit card transaction I/we agree to payment as outlined in the card-holder agreement and do hereby waive any right to Deposit $ 2137.50 dispute this transaction. FINAL PAYMENT MADE WITH A CREDIT CARD WILL BE CHARGED AN ADMINISTRATIVE FEE OF 3%. Balance Due $ 2137.50 Property Owner(s)Signature for acceptance of bid and terms Date RECEIVEDCCB#195693 WA#NWHOMHM882BL - 41- 7225 SW Bonita Rd • TERS JUN 2 2017 Tigard,OR 97224 Tel:503-639-7700 ROOFS GUTTERS HANDYMAN ` Fax:503-352-4581 CITY OF IGARD www.h x: BUILDING fi I �l ION Or SERVICE / CHANGE / REPAIR FORM NAME: Eric Xu EMAIL: ericxu@pacific-cross.com DATE: 5-22-17 ADDRESS: 12549 SW Main St,Tigard, OR 97223 PHONE: (971)244-2073 INSTALLATION SPECIFICATIONS/SERVICE AND REPAIR Note Job Scope: Provide and install New Simonton vinyl double pane argon filled windows. Total number of window to be installed 22pcs. 6 of the windows are customer supplied. 1. Remove existing windows and dispose. 2. Clean and Prep window opening. 3. Install windows(New Simonton vinyl double pane argon filled windows.) Using 26ga head flashing at top of trim boards-Gracie tape around the flange envloped to prevent water intrusion. 4.Window trim 5/4"x 3-1/2" Hartle to be done when siding is applied. $13,000.00 • Respectfully Submitted By: Douglas L Walhood 5-23-17 Homemasters Representative Date Total Services $ 13,000.00 ACCEPTANCE: Total Materials $ Inc These prices are subject to revision if work is not accepted within 30 days from date of this proposal,and terms of contract one half down before commencing work and net balance due upon completion unless otherwise stated.If Homemasters enforces or interprets this contract,it will be entitled to recover its reasonable attorney fees and costs incurred,whether or not suit or action is commenced,and if suit or action is commenced,Homemasters shall be entitled to recover its reasonable attorney fees and costs incurred in any arbitration or suit,and on any appeal,review or recon- $ sideration of any arbitrator or trial court's award,ruling,decision,order or judgment. By signing below,I/We authorize Homemasters to furnish all material and labor required to complete the work mentioned Sub Total $ 13,000.00 in the above proposal and agree to the terms specified on the back of this proposal,for which I/We agree to pay the amount mentioned in said proposal according to the above payment plan.I/We have read the following forms required to be included by the state of Oregon with this proposal:1)Consumer Notification Form,2)Owner's Duty to Contractor in Tax(WA) $ na the Event of a Residential Construction Dispute and 3)Information Notice to Owner about Construction Liens.If this is a • credit card transaction I/we agree to payment as outlined in the card-holder agreement and do hereby waive any right to Deposit $ 6,500.00 dispute this transaction. FINAL PAYMENT MADE WITH A CREDIT CARD WILL BE CHARGED AN ADMINISTRATIVE FEE OF 3%. Balance Due $ 6,500.00 Property Owner(s)Signature for acceptance of bid and terms Date . 2 1 ,t • A *• I, $ , A 1,4,-5'sd c1,1 'Q' (2.9.0e14- ` t.Pe. ...... (....A CC. . .• • • WACO:.36 V 1 1'i -----;l' 8A,Cf3'"-------: ..:1?-k . .. Er 4 indow 17(A :rid. • (A2) ., Winchw 13 (A3) V.Vind3w 14 (A4) Wind, ' '$ ,,.‘lOsitalow 18(AS1 ' , . . .• ..‘,.., . 1:1 EastElevation .3.e • . • I • . _ .•—.–. . .=Ali- • I-.1-11 1-‘‘% ' . . 1 i gO ‘•° . • Dc or 3 LA1) " i . j . . • . . r9,3. \- r. . z . • . ----. co-y. -k. -.... G, .: , • tci,,, ...,... • , 00 , It - i Win.oWi ,, 4 (A2) .. Win o.2v1ild(.... '. uppWin. .., (A6) \I:x. • • • -' -.- 1 .1P • 1 it\-3 Ili' • . et...11:::C:4 . - • • ‘ \Illt" ' I . ...;......_ . . — , 0 • L' . ...--o \clit Hit'of . . .., . ua -4 TD- . — Q o . Shed.(2) • . k-tol 6,ti -1 - ., W ' r-1. 7 • cr. ...,....), 25'I I" • 11' Window 9(A9) . .---3 .'6" Window . —.Ye • I ow 11 r • _ Seiggbr1p 10(A10) 41) poor 2 ca:1-2)Wi .... . . I • . . • . , • -. ..Qc,i4-1- c..5V-. 1 . . 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