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HomeMy WebLinkAboutPermit D11-371 - EL MATADOR APARTMENTS - FIRE DAMAGE REPAIRTLTTU S all A2Iv.LI'IIYQ 8g8T }TIVdU DTH SJAV }TOGVIVJAT T3 City oili'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 0041000070 Address: 14828 MILITARY RD S TUKW Suite No: Project Name: EL MATADOR APARTMENTS FIRE REPAIR Permit Number: D11 -371 Issue Date: 12/02/2011 Permit Expires On: 05/30/2012 Owner: Name: CEDERLIND JIM Address: 8040 23RD AVE NW , SEATTLE WA 98117 Contact Person: Name: PHINEAS LEA Address: 15004 AV W, SUITE A , LYNNWOOD WA 98087 Contractor: Name: PAUL DAVIS REST/V/ KING CNTY Address: 15004 35 AV S, STE A , LYNNWOOD WA 98087 Contractor License No: PAULDDR954RA Phone: 206 - 364 -3000 Phone: 206 - 364 -3000 Expiration Date: 04/14/2012 DESCRIPTION OF WORK: FIRE DAMAGE REPAIR. REPLACEMENT OF ROOF FRAMING SYSTEM. REPLACEMENT OF INTERIOR FINISHES. Value of Construction: $361,253.54 Fees Collected: $6,022.11 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0021 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D11 -371 Printed: 12 -02 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: N Number: 0 N N Start Time: Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Public: Non - Profit: N Public: Date: L t I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this pe Signature: Print Name: P14 1 lr"ci Date: 1 Z - 2i r , ( This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. doc: IBC -7/10 D11 -371 Printed: 12 -02 -2011 7: There shall be no occupancy of a buildinil final inspection has been completed and coved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IBC -7/10 D11 -371 Printed: 12 -02 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov Building Permit No. No. Date Application Accept Date Appiication', Expires. (For ofce use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 0© 4 3 1 0 6°67 C CO /4 Site Address: � �`Z-tJ -o<'L� j � %f v�Jente Number: Floor: Tenant Name: New Tenant: ❑ Yes PROPERTY OWNER Name: '704‘ Ct-be P---I-1 I� Address: - b / :^j. J � ':- City: ,1,8%-rr State: tA..) 0 Zip: 1 g 1 l/ CONTACT PERSON — person receiving all project communication Company NamUrpeko k--b,AVIS Pk-s- OR -r(%/ r4 wtsi Name: p 141 NJ e, PS 4,&i Company Name: Address: 1 } Oo L Av : (Ai SL, s .7.,€. Q , Phone: t zo btl.. (_ is -6 �ax: (2_6(x-,) 2- i % _ 4 to City: State -/ ' i—v ti J w s� a, > 1,\) , ` o --t/15S-- Phone: I Zh) 3 to,4 ' 3 ax: (2b & ) 3 64 _ ,1 / Email: J c›Jr - 0sA. ALOE GENERAL CONTRACTOR .JNFORMATION Company NamUrpeko k--b,AVIS Pk-s- OR -r(%/ r4 wtsi Address. ' e� ..5. J ■ T6 �L °;�it� A�� t Company Name: City: VK ►.INvJtS673 Sta e: 7 1 , Phone: t zo btl.. (_ is -6 �ax: (2_6(x-,) 2- i % _ 4 to Phone: 0 364 - 3000., Fax ( 0 36'4 --t/15S-- ‘7,. yr xp Date: Contr Reg No.: n L PPg- �F Address: Tukwila Business License No.: (1 \Applications \Forms - Applications On Line \2011 Applications \Permit Application Revised - 8- 9- 11.docx Revised: August 2(111 bh ARCHITECT OF RECORD Company Name: i- Engineer Name: rt tc rr 4 tt-- p SMi-rH P6. Company Name: City: State: W4 Zip: 9 B c , Phone: t zo btl.. (_ is -6 �ax: (2_6(x-,) 2- i % _ 4 to Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: i- Engineer Name: rt tc rr 4 tt-- p SMi-rH P6. Address: (700 co e.s._T vAle -e tvi+J, 0 5,, City: State: W4 Zip: 9 B c , Phone: t zo btl.. (_ is -6 �ax: (2_6(x-,) 2- i % _ 4 to Email: Nu f! ,�Le.'\ p Q' -e-Nej .4-4.1A- C"t3 '^— LENDER/BOND ISSUED '(required for projects $5,000 or greater per RCW 19,27.095) Name: Address: City: State: Zip: Page 1 of 4 Na�jC' .6. rrE /6a BUILDING PERMIT INFORMATION;— 206- 431 -3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ % 5 ', 3cr) Describe the scope of work (please provide detailed information): �A-) 6-- A C T Wit=-- //eJ i'f 0 2 e 2 )l5 s- 2 e- 'C a F :, ,%01-/ Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footag Belo Std Floor Addition to Existing ry c14, ' ` Structure 5q c/2 rte-' /72f t Type of Construction per IBC Type of Occupancy per IBC rata— / —rA- Floors Accessory Structure* Attached Gan Deta it d Garage A :hed Cx Detached Carport Covered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq II): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ Applications \Forms - Applications On Line \2011 Applications \Permit Application Revised- 8-9 -1 l.docx Revised: August 2011 bh Page 2 of 4 IPERMIT APPLICATION NOTES —: Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUIL R AUTHORIZED Signature: Print Name: Po N -5 - Mailing Address. . Date: /(" /I0 — 1/ Day Telephone: 2 xp 566/ 3 H:\ Applications \Forms- Applications On Line \201 I Applications \Permit Application Revised - 8 -9 -11 docx Revised: August 2011 bh Page 4 of 4 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.Qov RECEIPT Parcel No.: 0041000070 Permit Number: D11 -371 Address: 14828 MILITARY RD S TUKW Status: PENDING Suite No: Applied Date: 11/16/2011 Applicant: EL MATADOR APARTMENTS FIRE REPAIR Issue Date: Receipt No.: R11 -02504 Initials: WER User ID: 1655 Payment Amount: $6,022.11 Payment Date: 11/16/2011 02:02 PM Balance: $0.00 Payee: PAUL DAVIS RESTORATION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 032320 6,022.11 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PHOTOCOPIES /DUP SERVICES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.341.690 000.345.830 640.237.114 Total: $6,022.11 3,633.40 22.50 2,361.71 4.50 doc: Receiot -06 Printed: 11 -16 -2011 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 .Permit Inspection Request Line (206) 431 -2451 Project: f 1 i� Q O. Jv� TYPbo Jas p ct e 16) ; 1 N \C Address: �/ J Date Called: Specialinstructions: U/� i ��..//' ` Date Wanted:. _ (p sal — � ! m'' Requester: Wone No: Approved per applicable codes. D Corrections required prior to approval. [IP f ,W,T-e..0 &A Or C (2-6 301( P M it utl& -,NA SA-9p COMMENTS: A‘.G T.nS, Insbector: rat% ri REINSPECTION FEE REQUffiED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION RECORD C t —39 Retain a copy with permi INSPECTION NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 4?-. (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 0 Pro a t: r Atta: Type rgspe4tionk J = Address d 1 '4V`/ N ` , I (N-Ari Date Called: Special Instructions: 12' Date Wanted a.m. r-Tr-o) Requester: �f4 l PhoT _3, I. 4_1067 ElApproved per applicable codes. Corrections required prior to approval. COMMENT& [ e cito-- `S J ^ Ls 60/24- KY ERIN 6--1 0i5 Ve-fd : 0 4 64 {tat Al --o r Mt : e_ . ', � C ' , #' " c A-cceCJs - MDT- `% G { JS.e S ke h V`I 44 - L/ J 0 ' \ 8 oT J f 4 e s o - � _IV f J' `T o 1 1\1 p e.-.J Ql APT V/ 3` Ai et.) a /Ns () » e 6k e jc1-,4_ur'tt 1 S t? c `'tauS( ► A' L extu!of 4) WQ CJU P (id A416 'I A i Ali ti. .o 1 P �f4 l 'dee A smoke IteT ra • /1 uA: 7- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 ^1 INSPECTION RECORD Retain a copy with permit INSPECT! N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 p, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 bt( -3r1� Project: 4 Type of Inspection: Date_ I ` Address: I4g2g A4:1: 1 Date Calle: Special Instructions: � (., )Requester: 0 J e4 1.- °('-)11- DV skin Date Wanted:. — + r '2'—( a.m. p.m. • Phone No;. 2, ...1 41-- r o 0 2. Approved per applicable codes. Corrections required prior to approval. COMMENTS: s �1 4 A (� rod Date_ I ` i - DV skin e • ks .. < eis_se Insp ctor: ,LAtz: /t✓ _ff Date_ I ` i - F-7 REINSPECTION FEE REQUI ED. ,rior to next inspection, fee must be paid at 6300 Southcenter Blvd..1$uite 100. Call to schedule reinspection. • INS'ECTION NO. INSPECTION RECORD Retain a copy with permit L-3 7 I PERMIT NO. • • CITY OF' TUKWILA BUILDING DIVISION . `6300.Southcenter Blvd., #100, Tukwila. WA 98188 iZ (206) 431 -3670 ':Permit Inspection Request Line (206) 431 -2451 Pro' t: '�t .ADO Type of Inspection: GkV.� Address: 1 r � 1.1-x1 At , Date Called: Spetial Instructions: • Date Wanted:. Wanted. ,� I 1 �a m_, p.m. Requester: Phone No: Approved per applicable codes. • El Corrections required prior to approval. � n.REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD'S �3�' Retain a copy with permi INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 12, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 P it Dom. /f4rc ` Type opspectio ` 6 Address- I� ( i Ca led: � A Wit. Special Special Instructions: 1 Date Wanted:. r-5) r (e 1 ot ,1-- / Requester: Phone No: v Ir" ElApproved per applicable codes. E Corrections required prior to approval. COMMENTS: ? A,? -r-i A , p o v 1 pe 4 i et6 r-5) r (e 1 ot ,1-- ti J cis -- 6,)A ( -A. 0 0 6 8 v Ir" 6_7) u- -t._r- 0t. LA) A-tk S C.-- 11- el- o . (- foNAS 214; l 1o1 . 1 in) r s ef.o 1A-4(r r ikffif f 4 -- tn. r J )-___e p Zi-er: A Il n REINSPECTION FEE REQUIRED: Ffrior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1: 4t3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300' Stitithcenter 8Ivd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspettion Request Line (206) 431-2451 4p4f_r_ Type of IpspecAtion: % /16 Address: Date Called: •.1.1 s,2,8- Aik,' l\iti( Special Instructions: f Date Wanted: a.m. Wanted:. _ 24 .... 1 -7 L— pm Requester: ...2E i Phone No.:. 3 - 3 11 '7 - 44 6 3 ElApproved per applicable codes. ' Corrections required prior to approval. .. . . _ DAL/. 1.‘f 4 / /I "'to i 4 f.41 •. . / ' •-•-./,K.. _. 0 1 . .7'0 i io t r OC,t)iNt•I A1"-ar f f■-&J cr :A3 r-4-41 J&0-*! k.. A - - 1 e_x x„.../ r--7-- rot a.41-411/74 b i_i_s-7--- .0. (hi :7T ' , a .7). t t c5.-. ----6 , 1 1 . . . , . ElApproved per applicable codes. ' Corrections required prior to approval. comMENTS: .. . . _ DAL/. 1.‘f 4 / /I "'to i 4 f.41 •. . / ' •-•-./,K.. _. 0 1 . .7'0 i io t r OC,t)iNt•I A1"-ar f f■-&J cr :A3 r-4-41 J&0-*! k.. A - - 1 e_x x„.../ r--7-- rot a.41-411/74 b i_i_s-7--- .0. (hi :7T ' , a .7). t t c5.-. ----6 , 1 1 . . . , . .._ . .. . .. 1 - i.-, . •"----) 'Inspector: • 0-4- Date:, -a. 4_ re_ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be . paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. #• i• .Y INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY Or TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 g, (206) 431 -3670 Permit`lnspection Request Line (206) 431 -2451 Pr- Et: - ' . DOS A-P��: Type ..of Inspection: g.,�nF- sGle-A 1 ' A� • Ad re A: l';4-ry Date Called: Special Instructions: • . . Date Wanted: a Requester: Phon �3 '3 (1 (3 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: InspEOr: Date: — REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • • 3 w. . • r: • r•• . . k. • • ii INSPECTION NO: INSPECTION RECORD Retain a copy with permit DI( -3 '7 l PERMIT NO. 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bivd:, #100, Tukwila. WA 98188 r_ (206) 431 -3670 Permit 'Inspection Request Line (206) 431 -2451 Pro'ect Type f Inspectio 1 Address: ' {-1. AA..(. Date Called: " Special lnstructi`ons: • Date Wanted: t 1'. i� !am. i2 pm. Requester: , Phone No: 25 3 - 3 ' 7 7 ' ? Approved per applicable codes. E Corrections required prior to approval. COMMENTS: A 1C " AkQSSA &k Mr. " kc w: q ' ---3 c Anl -te - s'r44 , } REINSPECTION'FEE REQUIRED. Prior to next inspection. fee must be ',paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. c CITY OF TUKWILA BUILDING DIVISION DI( -3'7/ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 , (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Prole t: J 00 2 4P,trr Type of Inspection: R- f SGt e 46 PreT ■ Pct A- ppro \I A L_. Ad(44 94 : (. N Jy Date Called: ---1 MA 6--Ov tr a n 0\sl- 0.e._ ek ;‘ okc... tPotoe- 5ke, . Special Instructions: J Date Wanted: . ' — (cD C2.--- . - ( . p.m. Requester: Phone s3_3r/7_6463 Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: PreT ■ Pct A- ppro \I A L_. ---1 MA 6--Ov tr a n 0\sl- 0.e._ ek ;‘ okc... tPotoe- 5ke, . ,. Nati) ` 644 Se c 1*-> -Aw' .s N A 0 I\•„SreLA ,An «ir9 Inspec Date: 1- l fl REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be - .paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1k%7/ Kerry Morgan From: Brian Montag [bmontag @pdr - usa.net] Sent: Tuesday, June 05, 2012 7:18 AM To: Kerry Morgan; George Rusdal Cc: plea@pdr-usa.net Subject: FW: El Matador Please put this email with the other insulation related information in the electrical packets of 107 and 108 for final today. Thanks Brian Montag 206 -364 -3000 206 - 364 -1105 PAUL DAVIS RESTORATION APlease consider the environment before printing this e-mail From: Mike Smith j mailto:MichaelP @pacengtech.coml Sent: Monday, June 04, 2012 9:26 AM To: Brian Montag Cc: Phineas Lea Subject: RE: El Matador Brian: The number of turrtle vents is sufficient. As far as the soffit vents, yes that will work. Per our discussion, it is our understanding that the (9) 6x9 soffit vents indicated in your email below are situated along the back (north side) of the building. That is sufficient. Also there should be at least two on each end (short ends at east and west sides) of the building (I believe that is what was existing). Michael P. Smith, P.E., S.E. Principal Pacific Engineering Technologies, Inc. 1700 Westlake Avenue N., Suite 100 Seattle, Washington 98109 206.281.7500 206.281.4611 (f) michaelpCcr7pacengtech.com From: Brian Montag fmailto:bmontag @pdr- usa.netl Sent: Monday, June 04, 2012 8:33 AM To: Mike Smith Cc: 'Phineas Lea' Subject: RE: El Matador Importance: High Mike, RECEIVED JUN 0 6 2012 PERMIT CENTER There are 9 soffit vents that appear to be 6 x 9 and there will be by end of day 22 turtle vents. Will this suffice or what do we need to do? Please let me know asap. 1 Thanks sir Brian Montag Ma 206 - 364 -3000 i 206- 364 -1105 PALJL DAVIS RESTORATION Please consider the environment before printing this e-mail From: Mike Smith jmailto :MichaelPftacengtech.coml Sent: Friday, June 01, 2012 5:06 PM To: Brian Montag; Phineas Lea Subject: RE: El Matador Per our discussion: Near Ridge A minimum .of 18 roof jacks (turtle vents) with a minimum free area of 50 SQ. IN. is required. (18 x 50 SQ. IN. = 900 SQ. IN.) Eave Blocking Holes It appears that the eave blocking holes are approximately 1 3/4" diameter. If that is true, then a total of 370 holes is required. It is our understanding that all the blocking was replaced at the exterior walls. Therefore, if there are 3 holes per block (assuming 24" wide blocking, although I think the blocking is only 16" wide), you would have approximately 480 perimeter holes. Therefore, that is acceptable. Soffit Venting There is a continuous strip vent along the front (south side) of the building. That is acceptable. There appear to be soffit vents that are approximately 6" by 10" wide, so 60 SQ. IN. per vent. Fron photographs, there appear to be two at the east and of the building and two at the west end. I recommend that at least 6 of these size vents should be included on the back (north side) of the building. mps Michael P. Smith, P.E., S.E. Principal Pacific Engineering Technologies, Inc. 1700 Westlake Avenue N., Suite 100 Seattle, Washington 98109 206.281.7500 206.281.4611 (f) michaelp(a)pacengtech.com From: Mike Smith Sent: Friday, June 01, 2012 3:11 PM To: 'Brian Montag' Subject: El Matador Brian: Attached is a memo with the venting calculations and a note regarding the baffles at the eaves. 2 If you know the sizes of the venting holes (round holes in the eave blocking, soffit vent holes and width of continuous vent in soffit, and the size of the roof jacks), you /your contractor can figure out the number of holes /jacks /etc. required. We do not have the sizes that were provided at El Matador. We can also perform that calculation to give you a number of required holes if you provide us with the size of the holes as follows: • Roof eave vent holes (based on the diameter) • Roof Soffit vent holes (we believe that continuous venting is provided along the south front side and rectagular vents are provided on the three other sides - you may need to add some additional vents around the other three sides of the building) • Roof jack vents (based on the size of the vents) Please contact me if you have any questions or require additional information. mps Michael P. Smith, P.E., S.E. Principal Pacific Engineering Technologies, Inc. 1700 Westlake Avenue N., Suite 100 Seattle, Washington 98109 206.281.7500 206.281.4611 (f) michaelpftpacengtech.com 3 Brian Montag From: Mike Smith <MichaelP @pacengtech.com> Sent: Wednesday, May 09, 2012 9:55 AM To: Brian Montag Cc: Phineas Lea Subject: RE: Belfore (14828 Military Rd S., Tukwilla) Attachments: 11243 Baffle.pdf; 11243 Insulation.pdf Brian: We briefly discussed the purpose of R-49 insulation without "advanced framing" (standard trusses - trusses without a taller heel at the exterior wall) on the phone, but I thought I would put this into writing. It is understood that when R-49 insulation will be blown in to an attic to the proper thickness, this occurs in the middle of the building. At the eaves, the thicknes of the insulation will need to diminish and baffles will be required. See attached drawings. In our case, at the eaves, it is acceptable to install baffles around the blocking so that you can maintain a 1" minimum distance between the insulation and the blocking /sheathing for airflow. Then there is no need to install holes in the blocking. mps Michael P. Smith, P.E., S.E. Principal Pacific Engineering Technologies, Inc. 1700 Westlake Avenue N., Suite 100 Seattle, Washington 98109 206.281.7500 206.281.4611 (f) michaelp @pacengtech.com - - -- Original Message-- - From: Mike Smith Sent: Wednesday, May 09, 2012 8:36 AM To: 'Brian Montag' . Cc: 'Phineas Lea' Subject: RE: Belfore (14828 Military Rd S., Tukwilla) Brian: It is acceptable to install holes in the blocking that extends between trusses to allow for venting as indicated in the photographs. The blocking member is only picking up the roof overhang member that you wanted to keep in place so that you did not have to install new trim around the perimeter of the building. According to the emails below, it sounds like on one side this is an issue, while on the other side it is not. I am guessing the front (south side) with the overhang is not a problem, while the north side is the issue. The east and west sides may also have a similar issue which the shorter overhang. Please let me know if you have any additional questions. mps Michael P. Smith, P.E., S.E. Principal Pacific Engineering Technologies, Inc. 1 Code approved insulation baffling from top of outside wall to a point 12" above insulation Figure 4 -10 Loose -fill Insulation Requirements 30" of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge — Loose fill insulation piled up in middle to compensate for Toss at edges [502.1.4.4] Slope of ceiling 3 in 12 or Tess If areas of the attic need to be accessible for equipment maintenance, a catwalk should be constructed and sup- ported above the loose -fill insulation (see Figure 4 -11). Figure 4 -11 Cat Walk Typical web `` Catwalk above truss insulation Caution; Obtain truss engineer4 approval before installing catwalk as shown, WSEC Builder's Field Guide, 8th Edition, 2009 • Washington State University Extension Energy Program Chapter 4 -11 [502.1.4.5] Attic Baffles. Baffles are necessary to maintain airspace between the insulation and the roof sheathing when soffit or bird block venting is used (see Figure 4 -4). This pro- motes cross - ventilation of the attic, helping to remove unwanted moisture. It minimizes potential rot problems, and ice damming in winter. Baffles are made of weather resistant material, typically wax - impregnated cardboard. Baffles must extend: • 6 inches (vertically) above non - compressed batt type insulation. • 12 inches (vertically) above full depth blown -in insulation. Figure 4 -4 Attic Baffles in Standard Frame Ceiling insulation baffle 6" to 12" Screened vent maintains required net free area Baffle required to extend to a point at least 6" above batt or 12" above blown insulation WSEC Builder's Field Guide, 8th Edition, 2009 ' Washington State University Extension Energy Program Chapter 4 -5 Brian Montag `From: Mike Smith <MichaelP @pacengtech.com> Sent: Friday, June 01, 2012 5:06 PM To: Brian Montag; Phineas Lea Subject: RE: El Matador Per our discussion: Near Ridge A minimum of 18 roof jacks (turtle vents) with a minimum free area of 50 SQ. IN. is required. (18 x 50 SQ. IN. = 900 SQ. IN.) Eave Blocking Holes It appears that the eave blocking holes are approximately 1 3/4" diameter. If that is true, then a total of 370 holes is required. It is our understanding that all the blocking was replaced at the exterior walls. Therefore, if there are 3 holes per block (assuming 24" wide blocking, although I think the blocking is only 16" wide), you would have approximately 480 perimeter holes. Therefore, that is acceptable. Soffit Venting There is a continuous strip vent along the front (south side) of the building. That is acceptable. There appear to be soffit vents that are approximately 6" by 10" wide, so 60 SQ. IN. per vent. Fron photographs, there appear to be two at the east and of the building and two at the west end. I recommend that at least 6 of these size vents should be included on the back (north side) of the building. mps Michael P. Smith, P.E., S.E. Principal Pacific Engineering Technologies, Inc. 1700 Westlake Avenue N., Suite 100 Seattle, Washington 98109 206.281.7500 206.281.4611 (f) michaelpapacengtech.com From: Mike Smith Sent: Friday, June 01, 2012 3:11 PM To: 'Brian Montag' Subject: El Matador Brian: Attached is a memo with the venting calculations and a note regarding the baffles at the eaves. If you know the sizes of the venting holes (round holes in the eave blocking, soffit vent holes and width of continuous vent in soffit, and the size of the roof jacks), you /your contractor can figure out the number of holes /jacks /etc. required. We do not have the sizes that were provided at El Matador. We can also perform that calculation to give you a number of required holes if you .provide us with the size of the holes as follows: 1 • Roof eave vent holes (based on the diameter) •. Roof Soffit vent holes (we believe that continuous venting is provided along the south front side and rectagular vents are provided on the three other sides - you may need to add some additional vents around the other three sides of the building) • Roof jack vents (based on the size of the vents) Please contact me if you have any questions or require additional information. mps Michael P. Smith, P.E., S.E. Principal Pacific Engineering Technologies, Inc. 1700 Westlake Avenue N., Suite 100 Seattle, Washington 98109 206.281.7500 206.281.4611 (f) michaelpapacengtech.com 2 MEMORANDUM NO. 2 Date To Company /Address Project Number Project Name We are Sending it: June 1, 2012 Mr. Brian Montag and Mr. Phineas Lea Paul Davis Restoration 914— 164th Street S.E., #233 Mill Creek, Washington, 98012 11243.00 El Matador Apartments: Fire Damage US Mail ❑ Faxed ❑ E -Mail Pacific Engineering Technologies 1700 WESTLAKE AVE. N. SUITE 100 Seattle, WA 98109 (206) 281 -7500 FAX (206) 281.4611 FAX Number: Phone Number: 206.364.3000 Remarks: Per our discussion on June 1, 2012, below are the venting calculations: ATTIC AREA 3,700 SQ. FT. = 28' by 132' REQUIRED VENTILATION AREA I.B.C. 1203.2 =11300 3,700 SQ. FT. / 300 = 12.33 SQ. FT. 12.33 x 144 =1,776 SQ. IN. 50% of venting is required near the ridge and 50% is required at eave 888 SQ. IN. Required near Ridge 888 SQ. IN. Required at Eave Additionally, since the perimeter eave has soffits, the same minimum venting area is required both through the eave blocking as in the perimeter soffit. The venting should be evenly provided throughout the space for cross ventilation. Near the eaves, it is acceptable to install baffles such that they extend below the blocking that Is situated inward from the eave so that you can maintain a 1" minimum distance between the insulation and the blockinglsheathing for airflow. Please let us know if you have any questions. Michael P. Smith, P.E., S.E. Principal 11243 mom 2611112 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 -364 -1105 Insured: Property: El Matador Apts. 14828 Military Rd S Tukwila, WA Estimator: Lea, Phineas Business: 15004 35th Ave W, Suite A Lynnwood, WA 98087 Contractor: Company: Business: Paul Davis Restoration of W King Co 15004 35th Ave. W. Ste. A Lynnwood, WA 98087 Claim Number: SEA 11182500 Policy Number: LHD 372986 Date of Loss: 8/17/2011 Date Inspected: Price List: WASE7X SEP11 Restoration/Service /Remodel Estimate: 2009- 12- 18 -RCFIN 111 Business: (206) 364 -3000 E -mail: plea @pdr- usa.net Business: (206) 364 -3000 Type of Loss: Fire Date Received: Date Entered: 12/18/2009 4:34 PM i\ 4.. i1 it IneltELJ 1'.'' )1 CODE COMPLIANCE APPROVED NOV 2 8 2011 City of Tukwila BUILDING DiViS;ON RECEIVED ,, 1 Nov 16 2011 T TER Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 -364 -1105 2009- 12- 18- RCFIN111 DESCRIPTION 2009- 12- 18- RCFIN111 QNTY REMOVE REPLACE TOTAL GENERAL CONDITIONS AND SUB -BIDS 387. Dumpster load - Approx. 40 yards, 7 -8 10.00 EA 911.80 0.00 9,118.00 tons of debris 388. General and ongoing clean - up 140.00 HR 0.00 31.25 4,375.00 386. ELECTRICAL Rewire and trim 4 units. 1.00 EA 0.00 9,900.00 9,900.00 Does not include lighting Roof system replacement to be completed in 2 phases. Below pricing includes 2 mobilizations and site protection during the work. 676. Carpenter - General Framer - per hour 360.00 HR 0.00 51.73 18,622.80 Selective demolition of all roof framing as necessary 680. Carpenter - General Framer - per hour 60.00 HR 0.00 51.73 3,103.80 Ongoing topside clean up and daily tarping of the structure 677. Carpenter - General Framer - per hour 96.00 HR 0.00 51.73 4,966.08 Install new ceiling joist. Repair and replace soffit and fascia. 681. Carpenter - General Framer - per hour 72.00 HR 0.00 51.73 3,724.56 Install all bracing and blocking for new truss system 682. Carpenter - General Framer - per hour 576.00 HR 0.00 51.73 29,796.48 Install trusses, sheathing, bracing, frame mopped in gutters 684. (Material Only) FRAMING & 1.00 EA 0.00 40,526.00 40,526.00 ROUGH CARPENTRY Trusses and framing mats 786. 5/8" drywall - hung & fire taped only 920.00 SF 0.00 1.22 1,122.40 787. Drywall Installer / Finisher - per hour 32.00 HR 0.00 63.63 2,036.16 Install fireblocking in attic 446. Laminated - comp. shingle rfg. - w /out 60.00 SQ 0.00 150.40 9,024.00 felt 690. Asphalt starter - universal starter 156.00 LF 0.00 1.20 187.20 course 447. Roofing felt - 301b. 60.00 SQ 0.00 27.04 1,622.40 449. Additional charge for steep roof - 60.00 SQ 0.00 33.74 2,024.40 10/12 - 12/12 slope 450. Roof vent - turtle type - Plastic 22.00 EA 0.00 29.40 646.80 451. Ridge cap - composition shingles 182.00 LF 0.00 3.17 576.94 452. Modified bitumen roof 10.00 SQ 0.00 229.09 2,290.90 453. Flashing - pipe jack 6.00 EA 0.00 22.26 133.56 685. Cap flashing 344.00 LF 0.00 8.83 3,037.52 689. Flashing - L flashing - color finish 28.00 LF 0.00 3.34 93.52 2009- 12- 18- RCFIN111 11/16/2011 Page: 2 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 -364 -1105 CONTINUED - 2009- 12- 18- RCFIN111 DESCRIPTION QNTY REMOVE REPLACE TOTAL 645. Mask the surface area per square foot - 3,200.00 SF 0.00 0.15 480.00 plastic and tape - 4 mil 646. Prime & paint exterior soffit - wood 1,164.00 SF 0.00 1.37 1,594.68 647. Prime & paint exterior fascia - wood, 344.00 LF 0.00 1.31 450.64 6 "- 8" wide 648. Two ladders with jacks and plank (per 2.00 WK 0.00 278.99 557.98 week) 454. Temporary toilet (per month) 6.00 MO 0.00 161.50 969.00 455. Commercial supervision - per hour 160.00 HR 0.00 68.50 10,960.00 594. Taxes, insurance, permits & fees (Bid 1.00 EA 0.00 6,321.00 6,321.00 item) 595. Engineering fees (Bid item) 1.00 EA 0.00 12,500.00 12,500.00 Remove headers over windows and replace with doubled LVL in units 203,204, 205, 206, 207, 208. 686. Carpenter - General Framer - per hour 96.00 HR 0.00 51.73 4,966.08 687. (Material Only) LVL material 1.00 EA 0.00 1,677.90 1,677.90 Crawlspace 719. Apply anti - microbial agent 1,841.00 SF 0.00 0.21 386.61 720. Add for personal protective equipment - 4.00 EA 0.00 16.42 65.68 Heavy duty 721. Powered Air - Purifying Respirator 2.00 DA 0.00 73.25 146.50 (PAPR) - per day 722. PAPR cartridge - HEPA & vapor & 2.00 EA 0.00 32.46 64.92 gas (single cartridge) 723. R &R Polyethylene vapor barrier 1,841.00 SF 0.07 0.29 662.76 724. Batt insulation - 10" - R30 1,841.00 SF 0.00 1.23 2,264.43 Exterior finish 749. Scaffold - per section (per day) 18.00 DA 0.00 11.87 213.66 748. Labor to set up and take down scaffold - 6.00 EA 0.00 37.53 225.18 per section 750. Containment Barrier /Airlock/Decon. 976.00 SF 0.00 0.87 849.12 Chamber 744. Soda blasting - Extra heavy 460.00 SF 0.00 3.94 1,812.40 745. Add for personal protective equipment 2.00 EA 0.00 10.03 20.06 (hazardous cleanup) 746. Powered Air - Purifying Respirator 2.00 DA 0.00 73.25 146.50 (PAPR) - per day 747. General clean - up 8.00 HR 0.00 31.25 250.00 751. Remove and replace marble crete 250.00 SF 0.00 30.02 7,505.00 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 3 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 - 364 -1105 DESCRIPTION CONTINUED - 2009- 12- 18- RCFIN111 QNTY REMOVE REPLACE TOTAL replace 1 panel separated by joints. match as close as possible 752. Exterior - seal or prime then paint with 506.00 SF 0.00 0.96 485.76 two finish coats Paint siding on East end Wall repair and paint in 3 additional units after header replacement units 203, 204, 205 788. Dust control barrier per square foot 630.00 SF 0.50 0.00 315.00 789. Dust control barrier - tension post - per 30.00 DA 3.30 0.00 99.00 day 790. 1/2" drywall - hung, taped, ready for 96.00 SF 0.00 1.31 125.76 texture 791. Texture drywall - machine 120.00 SF 0.00 0.31 37.20 792. Mask and prep for paint - plastic, 63.75 LF 0.00 0.86 54.83 paper, tape (per LF) 793. Seal then paint the surface area (2 510.00 SF 0.00 0.65 331.50 coats) 794. Detach & Reset Window blind - PVC - 3.00 EA 0.00 0.00 78.78 3.5" - 32.1 to 42 SF Replacement of entry doors in unaffected units. Doors kicked in by police. Unit 209, 217, 115, 205 795. R &R Exterior door - metal - insulated / 4.00 EA 16.52 425.56 1,768.32 wood - High grade 796. Door lockset & deadbolt - exterior 4.00 EA 0.00 75.33 301.32 797. Paint door slab only - 2 coats (per side) 8.00 EA 0.00 19.32 154.56 798. Paint door /window trim & jamb - 2 8.00 EA 0.00 19.97 159.76 coats (per side) 799. Additional charge for a retrofit exterior 4.00 EA 0.00 48.70 194.80 door Total: 2009- 12- 18- RCFIN111 206,125.21 Unit 108 Unit 108 DESCRIPTION QNTY REMOVE REPLACE TOTAL 456. Light fixture 5.00 EA 0.00 51.56 257.80 457. Light bar - 4 lights 1.00 EA 0.00 84.09 84.09 513. Vinyl floor covering (sheet goods) 258.00 SF 0.00 3.27 843.66 514. Carpet 504.00 SF 0.00 2.81 1,416.24 739. Carpet pad 504.00 SF 0.00 0.63 317.52 596. Asbestos test fee - full service asbestos 1.00 EA 0.00 357.30 357.30 survey 2009- 12- 18 -RCFIN 111 11/16/2011 Page:4 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 -364 -1105 CONTINUED - Unit 108 DESCRIPTION QNTY REMOVE REPLACE TOTAL 597. Lead test fee - full service lead survey 1.00 EA 0.00 420.00 420.00 761. R &R Batt insulation - 4" - R15 184.00 SF 0.26 0.97 226.32 insulate between units 766. R &R Window blind - PVC - 3.5" - 32. 1.00 EA 8.07 180.27 188.34 1 to 42 SF 767. R &R Window blind - PVC - 3.5" - up 1.00 EA 7.58 74.76 82.34 to 7 SF 768. R &R Window blind - PVC - 3.5" - 14. 1.00 EA 7.58 115.33 122.91 1 to 20 SF Total: Unit 108 :12'1071 Missing Wall I -3'7 -I DESCRIPTION 4,316.52 Main Level Hall Height: 8' 174.67 SF Walls 201.11 SF Walls & Ceiling 2.94 SY Flooring 21.83 LF Ceil. Perimeter 26.44 SF Ceiling 26.44 SF Floor 21.83 LF Floor Perimeter 2' 10" X 8' Opens into LIVING_ROOM Subroom 1: HALL_CLOSET Height: 8' 77.33 SF Walls 83.00 SF Walls & Ceiling 0.63 SY Flooring 9.67 LF Ceil. Perimeter 5.67 SF Ceiling 5.67 SF Floor 9.67 LF Floor Perimeter QNTY REMOVE REPLACE TOTAL 691. Apply anti - microbial agent 273. 1/2" drywall - hung, taped, ready for texture 274. 5/8" drywall - hung, taped, ready for texture 275. Texture drywall - machine 2009- 12- 18 -RCFIN 111 32.11 SF 0.00 0.21 6.74 252.00 SF 0.00 1.31 330.12 32.11 SF 0.00 1.37 43.99 284.11 SF 0.00 0.31 88.07 11/16/2011 Page:5 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 - 364 -1105 CONTINUED - Hall DESCRIPTION QNTY REMOVE REPLACE TOTAL 276. Seal then paint the walls and ceiling (2 284.11 SF 0.00 0.65 184.67 coats) 390. Baseboard - 2 1/4" 31.50 LF 0.00 2.19 68.99 391. Seal & paint baseboard - two coats 31.50 LF 0.00 0.91 28.67 519. Carpet pad 32.11 SF 0.00 0.63 20.23 567. Detach & Reset Interior door - 1.00 EA 0.00 0.00 13.80 Colonist - slab only 568. Paint door slab only - 2 coats (per side) 2.00 EA 0.00 19.32 38.64 569. Paint door /window trim & jamb - 2 2.00 EA 0.00 19.97 39.94 coats (per side) Totals: Hall T 1 863.86 Utility Room Height: 8' DESCRIPTION 692. Apply anti - microbial agent 277. 1/2" drywall - hung, taped, ready for texture 124.52 SF Walls 138.62 SF Walls & Ceiling 1.57 SY Flooring 15.57 LF Ceil. Perimeter 14.09 SF Ceiling 14.09 SF Floor 15.57 LF Floor Perimeter QNTY REMOVE REPLACE TOTAL 14.09 SF 0.00 0.21 2.96 124.52 SF 0.00 1.31 163.12 278. 5/8" drywall - hung, taped, ready for 14.09 SF 0.00 1.37 19.30 texture 279. Texture drywall - machine 138.62 SF 0.00 0.31 42.97 280. Seal then paint the walls and ceiling (2 138.62 SF 0.00 0.65 90.10 coats) 392. Seal & paint baseboard - two coats 15.57 LF 0.00 0.91 14.17 393. Baseboard - 2 1/4" 15.57 LF 0.00 2.19 34.10 570. Detach & Reset Interior door - 1.00 EA 0.00 0.00 13.80 Colonist - slab only 571. Paint door slab only - 2 coats (per side) 2.00 EA 0.00 19.32 38.64 572. Paint door /window trim & jamb - 2 2.00 EA 0.00 19.97 39.94 coats (per side) 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 6 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 - 364 -1105 CONTINUED - Utility Room DESCRIPTION 734. R &R Water heater - 40 gallon - Electric - 6 yr 735. Thermal expansion tank - 2 gallon 736. Water heater seismic strap kit - up to 55 gallon QNTY REMOVE REPLACE TOTAL 1.00 EA 43.55 654.09 697.64 1.00 EA 0.00 233.58 233.58 1.00 EA 0.00 52.97 52.97 Totals: Utility Room 1,443.29 F--s s• -I DESCRIPTION Bathroom Height: 8' 211.48 SF Walls 252.29 SF Walls & Ceiling 4.53 SY Flooring 26.43 LF Ceil. Perimeter 18. Detach & Reset Toilet 693. Apply anti - microbial agent 40.81 SF Ceiling 40.81 SF Floor 26.43 LF Floor Perimeter QNTY REMOVE REPLACE TOTAL 1.00 EA 0.00 0.00 225.28 40.81 SF 0.00 0.21 8.57 281. 1/2" drywall - hung, taped, ready for 211.48 SF 0.00 1.31 277.04 texture 282. 5/8" drywall - hung, taped, ready for 40.81 SF 0.00 1.37 55.91 texture 283. Texture drywall - machine 252.29 SF 0.00 0.31 78.21 284. Seal then paint the walls and ceiling (2 252.29 SF 0.00 0.65 163.99 coats) 394. Seal & paint baseboard - two coats 26.43 LF 0.00 0.91 24.05 395. Baseboard - 2 1/4" 26.43 LF 0.00 2.19 57.88 500. Underlayment - 3/4" BC plywood 40.81 SF 0.00 1.68 68.56 573. Detach & Reset Interior door - 1.00 EA 0.00 0.00 13.80 Colonist - slab only 574. Paint door slab only - 2 coats (per side) 2.00 EA 0.00 19.32 38.64 575. Paint door /window trim & jamb - 2 2.00 EA 0.00 19.97 39.94 coats (per side) 642. R &R Waterproof panel tub surround 1.00 EA 22.59 252.11 274.70 w /trim - up to 65 SF Totals: Bathroom 2009- 12- 18 -RCFIN 111 11/16/2011 1,326.57 Page: 7 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 - 364 -1105 T 3' DESCRIPTION Master Bedroom Height: 8' 389.33 SF Walls 517.60 SF Walls & Ceiling 14.25 SY Flooring 48.67 LF Ceil. Perimeter 128.27 SF Ceiling 128.27 SF Floor 48.67 LF Floor Perimeter Subroom 1: CLOSET Height: 8' 162.67 SF Walls 178.48 SF Walls & Ceiling 1.76 SY Flooring 20.33 LF Ceil. Perimeter 15.81 SF Ceiling 15.81 SF Floor 20.33 LF Floor Perimeter QNTY REMOVE REPLACE TOTAL 694. Apply anti- microbial agent 144.08 SF 0.00 0.21 30.26 285. 1/2" drywall - hung, taped, ready for 552.00 SF 0.00 1.31 723.12 texture 286. 5/8" drywall - hung, taped, ready for 144.08 SF 0.00 1.37 197.39 texture 287. Texture drywall - machine 696.08 SF 0.00 0.31 215.78 288. Seal then paint the walls and ceiling (2 696.08 SF 0.00 0.65 452.45 coats) 396. Seal & paint baseboard - two coats 69.00 LF 0.00 0.91 62.79 397. Baseboard - 2 1/4" 69.00 LF 0.00 2.19 151.11 520. Carpet pad 144.08 SF 0.00 0.63 90.77 563. Detach & Reset Interior door - 1.00 EA 0.00 0.00 13.80 Colonist - slab only 564. Paint door slab only - 2 coats (per side) 6.00 EA 0.00 19.32 115.92 565. Paint door /window trim & jamb - 2 2.00 EA 0.00 19.97 39.94 coats (per side) 566. Detach & Reset Bypass (sliding) door 1.00 EA 0.00 0.00 19.48 set - Colonist Totals: Master Bedroom 2,112.81 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 8 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 - 364 -1105 -r1 Living Room Height: 8' 424.88 SF Walls 658.20 SF Walls & Ceiling 25.92 SY Flooring 53.11 LF Ceil. Perimeter 233.32 SF Ceiling 233.32 SF Floor 53.11 LF Floor Perimeter Missing Wall 7' 11/16" X 8' Opens into DINING_ROOM Missing Wall 2' 10" X 8' Opens into HALL Missing Wall 3' 8 3/16" X 8' Opens into KITCHEN DESCRIPTION QNTY REMOVE REPLACE TOTAL 695. Apply anti- microbial agent 233.32 SF 0.00 0.21 49.00 289. 1/2" drywall - hung, taped, ready for 424.88 SF 0.00 1.31 556.59 texture 290. 5/8" drywall - hung, taped, ready for 233.32 SF 0.00 1.37 319.65 texture 291. Texture drywall - machine 658.20 SF 0.00 0.31 204.04 292. Seal then paint the walls and ceiling (2 658.20 SF 0.00 0.65 427.83 coats) 398. Seal & paint baseboard - two coats 53.11 LF 0.00 0.91 48.33 399. Baseboard - 2 1/4" 53.11 LF 0.00 2.19 116.31 521. Carpet pad 233.32 SF 0.00 0.63 146.99 669. R &R Exterior door - metal - insulated / 1.00 EA 16.52 425.56 442.08 wood - High grade 670. Door lockset & deadbolt - exterior 1.00 EA 0.00 75.33 75.33 671. Paint door slab only - 2 coats (per side) 2.00 EA 0.00 19.32 38.64 672. Paint door /window trim & jamb - 2 2.00 EA 0.00 19.97 39.94 coats (per side) 673. Additional charge for a retrofit exterior 1.00 EA 0.00 48.70 48.70 door Totals: Living Room 2,513.43 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 9 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206- 364 -3000 fax 206 - 364 -1105 6'r -1 Missing Wall - Goes to Floor Missing Wall - Goes to Floor Missing Wall DESCRIPTION Dining Room Height: 8' 120.14 SF Walls 160.73 SF Walls & Ceiling 4.51 SY Flooring 18.56 LF Ceil. Perimeter 40.59 SF Ceiling 40.59 SF Floor 14.31 LF Floor Perimeter 1' X 6' 8" Opens into PANTRY 3' 3" X 6' 8" Opens into KITCHEN 7' 11/16" X 8' Opens into LIVING_ROOM QNTY REMOVE REPLACE TOTAL 696. Apply anti - microbial agent 40.59 SF 0.00 0.21 8.52 293. 1/2" drywall - hung, taped, ready for 120.14 SF 0.00 1.31 157.38 texture 294. 5/8" drywall - hung, taped, ready for 40.59 SF 0.00 1.37 55.61 texture 295. Texture drywall - machine 160.73 SF 0.00 0.31 49.83 296. Seal then paint the walls and ceiling (2 160.73 SF 0.00 0.65 104.47 coats) 400. Seal & paint baseboard - two coats 14.31 LF 0.00 0.91 13.02 401. Baseboard - 2 1/4" 14.31 LF 0.00 2.19 31.34 499. Underlayment - 3/4" BC plywood 40.59 SF 0.00 1.68 68.19 Totals: Dining Room 488.36 Missing Wall - Goes to Floor Missing Wall 2009- 12- 18 -RCFIN 111 Kitchen Height: 8' 105.86 SF Walls 138.56 SF Walls & Ceiling 3.63 SY Flooring 15.94 LF Ceil. Perimeter 3'3 "X6'8" 3'83/16 "X8' 32.70 SF Ceiling 32.70 SF Floor 12.69 LF Floor Perimeter Opens into DINING_ROOM Opens into LIVING_ROOM 11/16/2011 Page: 10 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 - 364 -1105 1' T' 47 r Missing Wall Missing Wall - Goes to Floor Missing Wall DESCRIPTION CONTINUED - Kitchen Subroom 1: PANTRY Height: 8' 68.88 SF Walls 84.08 SF Walls & Ceiling 1.69 SY Flooring 9.44 LF Ceil. Perimeter 15.19 SF Ceiling 15.19 SF Floor 8.44 LF Floor Perimeter 4' 3 13/16" X 8' Opens into KITCHEN 1' X 6' 8" Opens into DINING_ROOM 1' 10 1/2" X 8' Opens into KITCHEN QNTY REMOVE REPLACE TOTAL 40. Remove Refrigerator - top freezer - 14 1.00 EA 25.10 0.00 25.10 to 18 cf 41. Remove Range - freestanding - electric 1.00 EA 15.16 0.00 15.16 697. Apply anti - microbial agent 47.89 SF 0.00 0.21 10.06 297. 1/2" drywall - hung, taped, ready for 174.74 SF 0.00 1.31 228.91 texture 298. 5/8" drywall - hung, taped, ready for 47.89 SF 0.00 1.37 65.61 texture 299. Texture drywall - machine 222.63 SF 0.00 0.31 69.02 300. Seal then paint the walls and ceiling (2 222.63 SF 0.00 0.65 144.71 coats) 402. Seal & paint baseboard - two coats 21.13 LF 0.00 0.91 19.23 403. Baseboard - 2 1/4" 21.13 LF 0.00 2.19 46.27 498. Underlayment - 3/4" BC plywood 47.89 SF 0.00 1.68 80.46 633. Refrigerator - bottom freezer - 18 to 22 1.00 EA 0.00 912.14 912.14 cf 634. Range - freestanding - electric 1.00 EA 0.00 622.96 622.96 635. R &R Range hood 1.00 EA 9.47 168.92 178.39 636. R &R Cabinetry - upper (wall) units 12.33 LF 5.65 112.89 1,461.59 637. R &R Cabinetry - lower (base) units 6.25 LF 5.65 152.19 986.50 638. R &R Countertop - Flat laid plastic 6.25 LF 3.25 34.69 237.12 laminate 639. Countertop edge treatment - laminate 8.25 LF 0.00 3.36 27.72 753. R &R Ceramic tile - surface bullnose - 8.25 LF 1.58 6.04 62.87 2" x 6" 754. R &R Ceramic tile 4.00 SF 1.35 9.33 42.72 641. Detach & Reset Sink - single 1.00 EA 0.00 0.00 137.96 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 11 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 - 364 -1105 DESCRIPTION CONTINUED - Kitchen QNTY REMOVE REPLACE TOTAL Totals: Kitchen 5,374.50 Total: Main Level 14,122.82 Total: Unit 108 18,439.34 Unit 107 Unit 107 DESCRIPTION QNTY REMOVE REPLACE TOTAL 458. Light fixture 5.00 EA 0.00 51.56 257.80 459. Light bar - 4 lights 1.00 EA 0.00 84.09 84.09 512. Vinyl floor covering (sheet goods) 258.00 SF 0.00 3.27 843.66 515. Carpet 504.00 SF 0.00 2.81 1,416.24 740. Carpet pad 504.00 SF 0.00 0.63 317.52 762. R &R Batt insulation - 4" - R15 184.00 SF 0.26 0.97 226.32 insulate between units 769. Clean window blind - horizontal or 64.00 SF 0.00 0.85 54.40 vertical 771. Detach & Reset Window blind - PVC - 1.00 EA 0.00 0.00 26.26 3.5" -32.1 to42SF 772. Detach & Reset Window blind - PVC - 1.00 EA 0.00 0.00 26.26 3.5 "- upto7SF 773. Detach & Reset Window blind - PVC - 1.00 EA 0.00 0.00 26.26 3.5" -14.1 to 20 SF Total: Unit 107 3,278.81 Main Level 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 12 1 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 -364 -1105 Missing Wall - Goes to Floor Missing Wall 1' 7" 7 1' .'V 11" J Missing Wall Missing Wall - Goes to Floor Missing Wall DESCRIPTION Kitchen Height: 8' 105.86 SF Walls 138.56 SF Walls & Ceiling 3.63 SY Flooring 15.94 LF Ceil. Perimeter 3'3 "X6'8" 3'83/16 "X8' Subroom 1: PANTRY 32.70 SF Ceiling 32.70 SF Floor 12.69 LF Floor Perimeter Opens into DINING_ROOM Opens into LIVING_ROOM Height: 8' 68.88 SF Walls 84.08 SF Walls & Ceiling 1.69 SY Flooring 9.44 LF Ceil. Perimeter 4' 3 13/16" X 8' 1'X6'8" 1' 101/2" X 8' QNTY REMOVE 15.19 SF Ceiling 15.19 SF Floor 8.44 LF Floor Perimeter Opens into Opens into Opens into KITCHEN DINING_ROOM KITCHEN REPLACE TOTAL 51. Remove Underlayment - 3/4" particle board 54. Remove Refrigerator - top freezer - 14 to 18 cf 55. Remove Range - freestanding - electric 698. Apply anti- microbial agent 301. 1/2" drywall - hung, taped, ready for texture 302. 5/8" drywall - hung, taped, ready for texture 303. Texture drywall - machine 304. Seal then paint the walls and ceiling (2 coats) 404. Seal & paint baseboard - two coats 405. Baseboard - 2 1/4" 501. Underlayment - 3/4" BC plywood 624. Refrigerator - bottom freezer - 18 to 22 cf 625. Range - freestanding - electric 626. R &R Range hood 2009- 12- 18 -RCFIN 111 47.89 SF 1.00 EA 1.00 EA 47.89 SF 174.74 SF 47.89 SF 222.63 SF 222.63 SF 21.13 LF 21.13 LF 47.89 SF 1.00 EA 1.00 EA 1.03 25.10 15.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 EA 9.47 0.00 49.33 0.00 25.10 0.00 0.21 1.31 1.37 0.31 0.65 0.91 2.19 1.68 912.14 622.96 168.92 11/16/2011 15.16 10.06 228.91 65.61 69.02 144.71 19.23 46.27 80.46 912.14 622.96 178.39 Page: 13 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 -364 -1105 CONTINUED - Kitchen DESCRIPTION QNTY REMOVE REPLACE TOTAL 627. R &R Cabinetry - upper (wall) units 12.33 LF 5.65 112.89 1,461.59 628. R &R Cabinetry - lower (base) units 6.25 LF 5.65 152.19 986.50 629. R &R Countertop - Flat laid plastic 6.25 LF 3.25 34.69 237.12 laminate 630. Countertop edge treatment - laminate 8.25 LF 0.00 3.36 27.72 755. R &R Ceramic tile - surface bullnose - 8.25 LF 1.58 6.04 62.87 2" x 6" 756. R &R Ceramic tile 4.00 SF 1.35 9.33 42.72 632. Detach & Reset Sink - single 1.00 EA 0.00 0.00 137.96 5,423.83 Totals: Kitchen Missing Wall H- 3'2" - I DESCRIPTION Hall Height: 8' 174.67 SF Walls 201.11 SF Walls & Ceiling 2.94 SY Flooring 21.83 LF Ceil. Perimeter 26.44 SF Ceiling 26.44 SF Floor 21.83 LF Floor Perimeter 2' 10" X 8' Opens into LIVING_ROOM Subroom 1: HALL_CLOSET Height: 8' 77.33 SF Walls 83.00 SF Walls & Ceiling 0.63 SY Flooring 9.67 LF Ceil. Perimeter 5.67 SF Ceiling 5.67 SF Floor 9.67 LF Floor Perimeter QNTY REMOVE REPLACE TOTAL 699. Apply anti- microbial agent 32.11 SF 0.00 0.21 6.74 305. 1/2" drywall - hung, taped, ready for 252.00 SF 0.00 1.31 330.12 texture 306. 5/8" drywall - hung, taped, ready for 32.11 SF 0.00 1.37 43.99 texture 307. Texture drywall - machine 284.11 SF 0.00 0.31 88.07 308. Seal then paint the walls and ceiling (2 284.11 SF 0.00 0.65 184.67 coats) 2009- 12- 18 -RCF1N 111 11/16/2011 Page: 14 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 -364 -1105 CONTINUED - Hall DESCRIPTION QNTY REMOVE REPLACE TOTAL 406. Seal & paint baseboard - two coats 31.50 LF 0.00 0.91 28.67 407. Baseboard - 2 1/4" 31.50 LF 0.00 2.19 68.99 522. Carpet pad 32.11 SF 0.00 0.63 20.23 576. Detach & Reset Interior door - 1.00 EA 0.00 0.00 13.80 Colonist - slab only 577. Paint door slab only - 2 coats (per side) 2.00 EA 0.00 19.32 38.64 578. Paint door /window trim & jamb - 2 2.00 EA 0.00 19.97 39.94 coats (per side) Totals: Hall rr Missing Wall Missing Wall Missing Wall DESCRIPTION 863.86 Living Room Height: 8' 424.88 SF Walls 658.20 SF Walls & Ceiling 25.92 SY Flooring 53.11 LF Ceil. Perimeter 233.32 SF Ceiling 233.32 SF Floor 53.11 LF Floor Perimeter 7' 11/16" X 8' Opens into DINING_ROOM 2' 10" X 8' Opens into HALL 3' 8 3/16" X 8' Opens into KITCHEN QNTY REMOVE REPLACE TOTAL 700. Apply anti - microbial agent 233.32 SF 0.00 0.21 49.00 309. 1/2" drywall - hung, taped, ready for 424.88 SF 0.00 1.31 556.59 texture 310. 5/8" drywall - hung, taped, ready for 233.32 SF 0.00 1.37 319.65 texture 311. Texture drywall - machine 658.20 SF 0.00 0.31 204.04 312. Seal then paint the walls and ceiling (2 658.20 SF 0.00 0.65 427.83 coats) 408. Seal & paint baseboard - two coats 53.11 LF 0.00 0.91 48.33 409. Baseboard - 2 1/4" 53.11 LF 0.00 2.19 116.31 523. Carpet pad 233.32 SF 0.00 0.63 146.99 664. R &R Exterior door - metal - insulated / 1.00 EA 16.52 425.56 442.08 wood - High grade 665. Door lockset & deadbolt - exterior 1.00 EA 0.00 75.33 75.33 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 15 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 -364 -1105 CONTINUED - Living Room DESCRIPTION 666. Paint door slab only - 2 coats (per side) 667. Paint door /window trim & jamb - 2 coats (per side) 668. Additional charge for a retrofit exterior door QNTY REMOVE REPLACE TOTAL 2.00 EA 0.00 19.32 38.64 2.00 EA 0.00 19.97 39.94 1.00 EA 0.00 48.70 48.70 Totals: Living Room 2,513.43 DESCRIPTION Utility Room Height: 8' 124.52 SF Walls 138.62 SF Walls & Ceiling 1.57 SY Flooring 15.57 LF Ceil. Perimeter 14.09 SF Ceiling 14.09 SF Floor 15.57 LF Floor Perimeter QNTY REMOVE REPLACE TOTAL 69. R &R Underlayment - 3/4" particle board 701. Apply anti - microbial agent 313. 1/2" drywall - hung, taped, ready for texture 314. 5/8" drywall - hung, taped, ready for texture 315. Texture drywall - machine 316. Seal then paint the walls and ceiling (2 coats) 410. Seal & paint baseboard - two coats 411. Baseboard - 2 1/4" 579. Detach & Reset Interior door - Colonist - slab only 580. Paint door slab only - 2 coats (per side) 581. Paint door /window trim & jamb - 2 coats (per side) 731. R &R Water heater - 40 gallon - Electric - 6 yr 732. Thermal expansion tank - 2 gallon 733. Water heater seismic strap kit - up to 55 gallon 14.09 SF 1.03 1.54 36.21 14.09 SF 0.00 0.21 2.96 124.52 SF 0.00 1.31 163.12 14.09 SF 0.00 1.37 19.30 138.62 SF 0.00 0.31 42.97 138.62 SF 0.00 0.65 90.10 15.57 LF 0.00 0.91 14.17 15.57 LF 0.00 2.19 34.10 1.00 EA 0.00 0.00 13.80 2.00 EA 0.00 19.32 38.64 2.00 EA 0.00 19.97 39.94 1.00 EA 43.55 654.09 697.64 1.00 EA 0.00 233.58 233.58 1.00 EA 0.00 52.97 52.97 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 16 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 - 364 -1105 DESCRIPTION CONTINUED - Utility Room QNTY REMOVE REPLACE TOTAL Totals: Utility Room 1,479.50 2' 3" DESCRIPTION Master Bedroom Height: 8' 389.33 SF Walls 517.60 SF Walls & Ceiling 14.25 SY Flooring 48.67 LF Ceil. Perimeter 128.27 SF Ceiling 128.27 SF Floor 48.67 LF Floor Perimeter Subroom 1: CLOSET Height: 8' 162.67 SF Walls 178.48 SF Walls & Ceiling 1.76 SY Flooring 20.33 LF Ceil. Perimeter 702. Apply anti- microbial agent 15.81 SF Ceiling 15.81 SF Floor 20.33 LF Floor Perimeter QNTY REMOVE REPLACE TOTAL 144.08 SF 0.00 0.21 30.26 317. 1/2" drywall - hung, taped, ready for 552.00 SF 0.00 1.31 723.12 texture 318. 5/8" drywall - hung, taped, ready for 144.08 SF 0.00 1.37 197.39 texture 319. Texture drywall - machine 696.08 SF 0.00 0.31 215.78 320. Seal then paint the walls and ceiling (2 696.08 SF 0.00 0.65 452.45 coats) 412. Seal & paint baseboard - two coats 69.00 LF 0.00 0.91 62.79 413. Baseboard - 2 1/4" 69.00 LF 0.00 2.19 151.11 524. Carpet pad 144.08 SF 0.00 0.63 90.77 559. Detach & Reset Interior door - 1.00 EA 0.00 0.00 13.80 Colonist - slab only 560. Paint door slab only - 2 coats (per side) 6.00 EA 0.00 19.32 115.92 561. Paint door /window trim & jamb - 2 2.00 EA 0.00 19.97 39.94 coats (per side) 562. Detach & Reset Bypass (sliding) door 1.00 EA 0.00 0.00 19.48 set - Colonist 2009-12-18-RCFIN111 11/16/2011 Page: 17 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 - 364 -1105 DESCRIPTION CONTINUED - Master Bedroom QNTY REMOVE REPLACE TOTAL Totals: Master Bedroom I--61 °- I 1- 5' 9' -t Pinim Raom 1' 4" {- 3' 312 IL IIA Missing Wall - Goes to Floor Missing Wall - Goes to Floor Missing Wall 1 DESCRIPTION Dining Room 2,112.81 Height: 8' 120.14 SF Walls 160.73 SF Walls & Ceiling 4.51 SY Flooring 18.56 LF Ceil. Perimeter 1'X6'8" 3'3 "X6'8" 7' 11/16" X 8' QNTY 40.59 SF Ceiling 40.59 SF Floor 14.31 LF Floor Perimeter Opens into Opens into Opens into PANTRY KITCHEN LIVING_ROOM REMOVE REPLACE TOTAL 703. Apply anti - microbial agent 321. 1/2" drywall - hung, taped, ready for texture 322. 5/8" drywall - hung, taped, ready for texture 323. Texture drywall - machine 324. Seal then paint the walls and ceiling (2 coats) 414. Seal & paint baseboard - two coats 415. Baseboard - 2 1/4" 502. Underlayment - 3/4" BC plywood 40.59 SF 120.14 SF 40.59 SF 160.73 SF 160.73 SF 14.31 LF 14.31 LF 40.59 SF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.21 1.31 1.37 0.31 0.65 0.91 2.19 1.68 8.52 157.38 55.61 49.83 104.47 13.02 31.34 68.19 Totals: Dining Room f- 5'5 "-I DESCRIPTION Bathroom 488.36 Height: 8' 211.48 SF Walls 252.29 SF Walls & Ceiling 4.53 SY Flooring 26.43 LF Ceil. Perimeter QNTY REMOVE 40.81 SF Ceiling 40.81 SF Floor 26.43 LF Floor Perimeter REPLACE TOTAL 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 18 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 - 364 -1105 DESCRIPTION CONTINUED - Bathroom QNTY REMOVE REPLACE TOTAL 82. R &R Underlayment - 3/4" particle 40.81 SF 1.03 1.54 104.88 board 83. Detach & Reset Toilet 1.00 EA 0.00 0.00 225.28 704. Apply anti - microbial agent 40.81 SF 0.00 0.21 8.57 325. 1/2" drywall - hung, taped, ready for 211.48 SF 0.00 1.31 277.04 texture 326. 5/8" drywall - hung, taped, ready for 40.81 SF 0.00 1.37 55.91 texture 327. Texture drywall - machine 252.29 SF 0.00 0.31 78.21 328. Seal then paint the walls and ceiling (2 252.29 SF 0.00 0.65 163.99 coats) 416. Seal & paint baseboard - two coats 26.43 LF 0.00 0.91 24.05 417. Baseboard - 2 1/4" 26.43 LF 0.00 2.19 57.88 503. Underlayment - 3/4" BC plywood 40.81 SF 0.00 1.68 68.56 582. Detach & Reset Interior door - 1.00 EA 0.00 0.00 13.80 Colonist - slab only 583. Paint door slab only - 2 coats (per side) 2.00 EA 0.00 19.32 38.64 584. Paint door /window trim & jamb - 2 2.00 EA 0.00 19.97 39.94 coats (per side) 643. R &R Waterproof panel tub surround 1.00 EA 22.59 252.11 274.70 w /trim - up to 65 SF Totals: Bathroom 1,431.45 Total: Main Level 14,313.24 - DESCRIPTION ATTIC T Attic Height: 8' 2,664.00 SF Walls 7,266.50 SF Walls & Ceiling 511.39 SY Flooring 333.00 LF Ceil. Perimeter 4,602.50 SF Ceiling 4,602.50 SF Floor 333.00 LF Floor Perimeter QNTY REMOVE REPLACE TOTAL 231. Remove Blown -in insulation - Machine removal 2009- 12- 18 -RCFIN 111 3,412.50 SF 1.50 0.00 5,118.75 11/16/2011 Page: 19 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 -364 -1105 CONTINUED - Attic DESCRIPTION QNTY REMOVE REPLACE TOTAL 232. Blown -in insulation - 12" depth - R30 4,602.50 SF 0.00 0.82 3,774.05 385. Seal floor or ceiling joist sys. (white 4,602.50 SF 0.00 0.87 4,004.18 pigmented shellac) Totals: Attic 12,896.98 Total: ATTIC 12,896.98 Total: Unit 107 30,489.03 Unit 208 Unit 208 DESCRIPTION QNTY REMOVE REPLACE TOTAL 460. Light fixture 5.00 EA 0.00 51.56 257.80 461. Light bar - 4 lights 1.00 EA 0.00 84.09 84.09 493. R &R Vinyl window, horizontal 1.00 EA 17.01 220.41 237.42 sliding, 12 -23 sf 495. Additional charge for a retrofit 1.00 EA 0.00 32.50 32.50 window, 3 -11 sf 496. Additional charge for a retrofit 1.00 EA 0.00 47.84 47.84 window, 12 -23 sf 494. R &R Vinyl window, horizontal 1.00 EA 17.01 162.74 179.75 sliding, 3 -11 sf 511. Vinyl floor covering (sheet goods) 258.00 SF 0.00 3.27 843.66 516. Carpet 504.00 SF 0.00 2.81 1,416.24 741. Carpet pad 504.00 SF 0.00 0.63 317.52 602. Asbestos test fee - full service asbestos 1.00 EA 0.00 357.30 357.30 survey 603. Lead test fee - full service lead survey 1.00 EA 0.00 420.00 420.00 763. R &R Batt insulation - 4" - R15 184.00 SF 0.26 0.97 226.32 insulate between units 774. Clean window blind - horizontal or 64.00 SF 0.00 0.85 54.40 vertical 775. Detach & Reset Window blind - PVC - 1.00 EA 0.00 0.00 26.26 3.5" - 32.1 to 42 SF 776. Detach & Reset Window blind - PVC - 1.00 EA 0.00 0.00 26.26 3.5 "- upto7SF 777. Detach & Reset Window blind - PVC - 1.00 EA 0.00 0.00 26.26 3.5" - 14.1 to 20 SF 2009- 12- 18- RCFIN111 11/16/2011 Page: 20 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206- 364 -3000 fax 206 -364 -1105 DESCRIPTION CONTINUED - Unit 208 QNTY REMOVE REPLACE TOTAL Total: Unit 208 i sI, figuaLlm Missing Wall - Goes to Floor 3' 3" X 6' 8" Missing Wall 3' 8 3/16" X 8' 4,553.62 Main Level Kitchen Height: 8' 105.86 SF Walls 138.56 SF Walls & Ceiling 3.63 SY Flooring 15.94 LF Ceil. Perimeter iri T r' r1 32.70 SF Ceiling 32.70 SF Floor 12.69 LF Floor Perimeter Opens into DINING_ROOM Opens into LIVING_ROOM Subroom 1: PANTRY Height: 8' 68.88 SF Walls 84.08 SF Walls & Ceiling 1.69 SY Flooring 9.44 LF Ceil. Perimeter Missing Wall 4' 3 13/16" X 8' Missing Wall - Goes to Floor 1' X 6' 8" Missing Wall 1' 10 1/2" X 8' DESCRIPTION 15.19 SF Ceiling 15.19 SF Floor 8.44 LF Floor Perimeter Opens into KITCHEN Opens into DINING_ROOM Opens into KITCHEN QNTY REMOVE REPLACE TOTAL 92. Remove Cabinetry - full height unit 2.00 LF 6.79 0.00 13.58 95. Remove Underlayment - 3/4" particle 47.89 SF 1.03 0.00 49.33 board 98. Remove Refrigerator - top freezer - 14 1.00 EA 25.10 0.00 25.10 to 18 cf 99. Remove Range - freestanding - electric 1.00 EA 15.16 0.00 15.16 329. 1/2" drywall - hung, taped, ready for 174.74 SF 0.00 1.31 228.91 texture 330. 5/8" drywall - hung, taped, ready for 47.89 SF 0.00 1.37 65.61 texture 331. Texture drywall - machine 222.63 SF 0.00 0.31 69.02 332. Seal then paint the walls and ceiling (2 222.63 SF 0.00 0.65 144.71 coats) 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 21 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 -364 -1105 DESCRIPTION CONTINUED - Kitchen QNTY REMOVE REPLACE TOTAL 418. Seal & paint baseboard - two coats 21.13 LF 0.00 0.91 19.23 419. Baseboard - 2 1/4" 21.13 LF 0.00 2.19 46.27 504. Underlayment - 3/4" BC plywood 47.89 SF 0.00 1.68 80.46 606. R &R Cabinetry - upper (wall) units 12.33 LF 5.65 112.89 1,461.59 607. R &R Cabinetry - lower (base) units 6.25 LF 5.65 152.19 986.50 608. R &R Countertop - Flat laid plastic 6.25 LF 3.25 34.69 237.12 laminate 609. Countertop edge treatment - laminate 8.25 LF 0.00 3.36 27.72 757. R &R Ceramic tile - surface bullnose - 8.25 LF 1.58 6.04 62.87 2" x 6" 758. R &R Ceramic tile 4.00 SF 1.35 9.33 42.72 611. Detach & Reset Sink - single 1.00 EA 0.00 0.00 137.96 612. Refrigerator - bottom freezer - 18 to 22 1.00 EA 0.00 912.14 912.14 cf 613. Range - freestanding - electric 1.00 EA 0.00 622.96 622.96 614. R &R Range hood 1.00 EA 9.47 168.92 178.39 Totals: Kitchen 5,427.35 11290-1 Hall Height: 8' aussiom Missing Wall I- 3'2" -I DESCRIPTION 174.67 SF Walls 201.11 SF Walls & Ceiling 2.94 SY Flooring 21.83 LF Ceil. Perimeter 26.44 SF Ceiling 26.44 SF Floor 21.83 LF Floor Perimeter 2' 10" X 8' Opens into LIVING_ROOM Subroom 1: HALL_CLOSET Height: 8' 77.33 SF Walls 83.00 SF Walls & Ceiling 0.63 SY Flooring 9.67 LF Ceil. Perimeter 5.67 SF Ceiling 5.67 SF Floor 9.67 LF Floor Perimeter QNTY REMOVE REPLACE TOTAL 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 22 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 - 364 -1105 CONTINUED - Hall DESCRIPTION QNTY REMOVE REPLACE TOTAL 105. Remove Carpet - Standard grade 32.11 SF 0.24 0.00 7.71 106. Remove Carpet pad 32.11 SF 0.08 0.00 2.57 333. 1/2" drywall - hung, taped, ready for 252.00 SF 0.00 1.31 330.12 texture 334. 5/8" drywall - hung, taped, ready for 32.11 SF 0.00 1.37 43.99 texture 335. Texture drywall - machine 284.11 SF 0.00 0.31 88.07 336. Seal then paint the walls and ceiling (2 284.11 SF 0.00 0.65 184.67 coats) 420. Seal & paint baseboard - two coats 31.50 LF 0.00 0.91 28.67 421. Baseboard - 2 1/4" 31.50 LF 0.00 2.19 68.99 525. Carpet pad 32.11 SF 0.00 0.63 20.23 546. Paint door slab only - 2 coats (per side) 2.00 EA 0.00 19.32 38.64 547. Paint door /window trim & jamb - 2 2.00 EA 0.00 19.97 39.94 coats (per side) 548. R &R Interior door unit 1.00 EA 14.75 136.62 151.37 549. Door knob - interior 1.00 EA 0.00 37.31 37.31 Totals: Hall :r1 1r Missing Wall Missing Wall Missing Wall DESCRIPTION 1,042.28 Living Room Height: 8' 424.88 SF Walls 658.20 SF Walls & Ceiling 25.92 SY Flooring 53.11 LF Ceil. Perimeter 7' 11/16" X 8' 2' 10" X 8' 3'83/16 "X8' QNTY REMOVE 233.32 SF Ceiling 233.32 SF Floor 53.11 LF Floor Perimeter Opens into DINING_ROOM Opens into HALL Opens into KITCHEN REPLACE TOTAL 112. Remove Carpet - Standard grade 233.32 SF 0.24 0.00 56.00 113. Remove Carpet pad 233.32 SF 0.08 0.00 18.67 337. 1/2" drywall - hung, taped, ready for 424.88 SF 0.00 1.31 556.59 texture 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 23 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 -364 -1105 CONTINUED - Living Room DESCRIPTION QNTY REMOVE REPLACE TOTAL 338. 5/8" drywall - hung, taped, ready for 233.32 SF 0.00 1.37 319.65 texture 339. Texture drywall - machine 658.20 SF 0.00 0.31 204.04 340. Seal then paint the walls and ceiling (2 658.20 SF 0.00 0.65 427.83 coats) 422. Seal & paint baseboard - two coats 53.11 LF 0.00 0.91 48.33 423. Baseboard - 2 1/4" 53.11 LF 0.00 2.19 116.31 526. Carpet pad 233.32 SF 0.00 0.63 146.99 654. R &R Exterior door - metal - insulated / 1.00 EA 16.52 425.56 442.08 wood - High grade 655. Door lockset & deadbolt - exterior 1.00 EA 0.00 75.33 75.33 656. Paint door slab only - 2 coats (per side) 2.00 EA 0.00 19.32 38.64 657. Paint door /window trim & jamb - 2 2.00 EA 0.00 19.97 39.94 coats (per side) 658. Additional charge for a retrofit exterior 1.00 EA 0.00 48.70 48.70 door Totals: Living Room 2,539.10 Utility Room 5. 3- =1 Height: 8' 124.52 SF Walls 14.09 SF Ceiling 138.62 SF Walls & Ceiling 14.09 SF Floor 1.57 SY Flooring 15.57 LF Floor Perimeter 15.57 LF Ceil. Perimeter DESCRIPTION QNTY REMOVE REPLACE TOTAL 117. R &R Underlayment - 3/4" particle 14.09 SF 1 -03 1.54 36.21 board 341. 1/2" drywall - hung, taped, ready for 124.52 SF 0.00 1.31 163.12 texture 342. 5/8" drywall - hung, taped, ready for 14.09 SF 0.00 1.37 19.30 texture 343. Texture drywall - machine 138.62 SF 0.00 0.31 42.97 344. Seal then paint the walls and ceiling (2 138.62 SF 0.00 0.65 90.10 coats) 424. Seal & paint baseboard - two coats 15.57 LF 0.00 0.91 14.17 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 24 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 -364 -1105 CONTINUED - Utility Room DESCRIPTION QNTY REMOVE REPLACE TOTAL 425. Baseboard - 2 1/4" 15.57 LF 0.00 2.19 34.10 542. Paint door slab only - 2 coats (per side) 2.00 EA 0.00 19.32 38.64 543. Paint door /window trim & jamb - 2 2.00 EA 0.00 19.97 39.94 coats (per side) 544. R &R Interior door unit 1.00 EA 14.75 136.62 151.37 545. Door knob - interior 1.00 EA 0.00 37.31 37.31 728. R &R Water heater - 40 gallon - 1.00 EA 43.55 654.09 697.64 Electric - 6 yr 729. Thermal expansion tank - 2 gallon 1.00 EA 0.00 233.58 233.58 730. Water heater seismic strap kit - up to 1.00 EA 0.00 52.97 52.97 55 gallon Totals: Utility Room 2' 3" DESCRIPTION Master Bedroom 1,651.42 Height: 8' 389.33 SF Walls 517.60 SF Walls & Ceiling 14.25 SY Flooring 48.67 LF Ceil. Perimeter 128.27 SF Ceiling 128.27 SF Floor 48.67 LF Floor Perimeter Subroom 1: CLOSET Height: 8' 162.67 SF Walls 178.48 SF Walls & Ceiling 1.76 SY Flooring 20.33 LF Ceil. Perimeter 15.81 SF Ceiling 15.81 SF Floor 20.33 LF Floor Perimeter QNTY REMOVE REPLACE TOTAL 123. Remove Carpet - Standard grade 144.08 SF 0.24 0.00 34.58 124. Remove Carpet pad 144.08 SF 0.08 0.00 11.53 345. 1/2" drywall - hung, taped, ready for 552.00 SF 0.00 1.31 723.12 texture 346. 5/8" drywall - hung, taped, ready for 144.08 SF 0.00 1.37 197.39 texture 347. Texture drywall - machine 696.08 SF 0.00 0.31 215.78 2009- 12- 18- RCFIN111 11/16/2011 Page: 25 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 - 364 -1105 CONTINUED - Master Bedroom DESCRIPTION QNTY REMOVE REPLACE TOTAL 348. Seal then paint the walls and ceiling (2 696.08 SF 0.00 0.65 452.45 coats) 426. Seal & paint baseboard - two coats 69.00 LF 0.00 0.91 62.79 427. Baseboard - 2 1/4" 69.00 LF 0.00 2.19 151.11 550. Paint door slab only - 2 coats (per side) 6.00 EA 0.00 19.32 115.92 551. Paint door /window trim & jamb - 2 2.00 EA 0.00 19.97 39.94 coats (per side) 552. R &R Interior door unit 1.00 EA 14.75 136.62 151.37 553. Door knob - interior 1.00 EA 0.00 37.31 37.31 554. R &R Bypass (sliding) door set - 1.00 EA 11.30 136.13 147.43 Colonist 527. Carpet pad 144.08 SF 0.00 0.63 90.77 Totals: Master Bedroom I- 6'1 --1 5, 9" nia RoonT F3'3°-1 1] 4• r 1 2,431.49 Dining Room Height: 8' 120.14 SF Walls 160.73 SF Walls & Ceiling 4.51 SY Flooring 18.56 LF Ceil. Perimeter 40.59 SF Ceiling 40.59 SF Floor 14.31 LF Floor Perimeter Missing Wall - Goes to Floor 1' X 6' 8" Opens into PANTRY Missing Wall - Goes to Floor 3' 3" X 6' 8" Opens into KITCHEN Missing Wall 7' 11/16" X 8' Opens into LIVING_ROOM DESCRIPTION QNTY REMOVE REPLACE TOTAL 130. Remove Carpet - Standard grade 40.59 SF 0.24 0.00 9.74 131. Remove Carpet pad 40.59 SF 0.08 0.00 3.25 349. 1/2" drywall - hung, taped, ready for 120.14 SF 0.00 1.31 157.38 texture 350. 5/8" drywall - hung, taped, ready for 40.59 SF 0.00 1.37 55.61 texture 351. Texture drywall - machine 160.73 SF 0.00 0.31 49.83 352. Seal then paint the walls and ceiling (2 160.73 SF 0.00 0.65 104.47 coats) 428. Seal & paint baseboard - two coats 14.31 LF 0.00 0.91 13.02 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 26 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 -364 -1105 CONTINUED - Dining Room DESCRIPTION 429. Baseboard - 2 1/4" 505. Underlayment - 3/4" BC plywood QNTY REMOVE REPLACE TOTAL 14.31 LF 0.00 2.19 31.34 40.59 SF 0.00 1.68 68.19 Totals: Dining Room 492.83 I- 5' 5" -1 DESCRIPTION Bathroom Height: 8' 211.48 SF Walls 252.29 SF Walls & Ceiling 4.53 SY Flooring 26.43 LF Ceil. Perimeter 40.81 SF Ceiling 40.81 SF Floor 26.43 LF Floor Perimeter QNTY REMOVE REPLACE TOTAL 134. Remove Underlayment - 3/4" particle 40.81 SF 1.03 0.00 42.03 board 135. Remove Toilet 1.00 EA 18.84 0.00 18.84 353. 1/2" drywall - hung, taped, ready for 211.48 SF 0.00 1.31 277.04 texture 354. 5/8" drywall - hung, taped, ready for 40.81 SF 0.00 1.37 55.91 texture 355. Texture drywall - machine 252.29 SF 0.00 0.31 78.21 356. Seal then paint the walls and ceiling (2 252.29 SF 0.00 0.65 163.99 coats) 430. Seal & paint baseboard - two coats 26.43 LF 0.00 0.91 24.05 431. Baseboard - 2 1/4" 26.43 LF 0.00 2.19 57.88 506. Underlayment - 3/4" BC plywood 40.81 SF 0.00 1.68 68.56 530. Vanity 3.00 LF 0.00 123.19 369.57 531. Countertop - Flat laid plastic laminate 3.00 LF 0.00 34.69 104.07 532. 4" backsplash for flat laid countertop 5.00 LF 0.00 6.92 34.60 533. Medicine cabinet 1.00 EA 0.00 150.88 150.88 534. Toilet 1.00 EA 0.00 351.20 351.20 535. R &R Bathtub 1.00 EA 56.49 740.01 796.50 538. R &R Interior door unit 1.00 EA 14.75 136.62 151.37 536. R &R Tub /shower faucet 1.00 EA 18.84 268.56 287.40 537. R &R Waterproof panel tub surround 1.00 EA 22.59 252.11 274.70 w /trim - up to 65 SF 2009- 12- 18- RCFIN111 11/16/2011 Page: 27 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 -364 -1105 DESCRIPTION CONTINUED - Bathroom QNTY REMOVE REPLACE TOTAL 539. Door knob - interior 1.00 EA 0.00 37.31 37.31 540. Paint door slab only - 2 coats (per side) 2.00 EA 0.00 19.32 38.64 541. Paint door /window trim & jamb - 2 2.00 EA 0.00 19.97 39.94 coats (per side) Totals: Bathroom 3,422.69 Total: Main Level 17,007.16 Total: Unit 208 21,560.78 Unit 207 DESCRIPTION Unit 207 QNTY REMOVE REPLACE TOTAL 462. Light fixture 5.00 EA 0.00 51.56 257.80 463. Light bar - 4 lights 1.00 EA 0.00 84.09 84.09 510. Vinyl floor covering (sheet goods) 258.00 SF 0.00 3.27 843.66 517. Carpet 504.00 SF 0.00 2.81 1,416.24 742. Carpet pad 504.00 SF 0.00 0.63 317.52 764. R &R Batt insulation - 4" - R15 184.00 SF 0.26 0.97 226.32 insulate between units 778. Clean window blind - horizontal or 64.00 SF 0.00 0.85 54.40 vertical 779. Detach & Reset Window blind - PVC - 1.00 EA 0.00 0.00 26.26 3.5" - 32.1 to 42 SF 780. Detach & Reset Window blind - PVC - 1.00 EA 0.00 0.00 26.26 3.5 " -up to 7 SF 781. Detach & Reset Window blind - PVC - 1.00 EA 0.00 0.00 26.26 3.5" -14.1 to 20 SF Total: Unit 207 3,278.81 Main Level 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 28 unit„ sam Missing Wall - Goes to Floor Missing Wall Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 - 364 -1105 7 1- �1' t 1•' Missing Wall Missing Wall - Goes to Floor Missing Wall DESCRIPTION Kitchen Height: 8' 105.86 SF Walls 138.56 SF Walls & Ceiling 3.63 SY Flooring 15.94 LF Ceil. Perimeter 3'3 "X6'8" 3'83/16 "X8' 32.70 SF Ceiling 32.70 SF Floor 12.69 LF Floor Perimeter Opens into DINING_ROOM Opens into LIVING_ROOM Subroom 1: PANTRY Height: 8' 68.88 SF Walls 84.08 SF Walls & Ceiling 1.69 SY Flooring 9.44 LF Ceil. Perimeter 15.19 SF Ceiling 15.19 SF Floor 8.44 LF Floor Perimeter 4' 3 13/16" X 8' Opens into KITCHEN 1' X 6' 8" Opens into DINING_ROOM 1' 10 1/2" X 8' Opens into KITCHEN QNTY REMOVE REPLACE TOTAL 146. Remove Underlayment - 3/4" particle 47.89 SF 1.03 0.00 49.33 board 149. Remove Refrigerator - top freezer - 14 1.00 EA 25.10 0.00 25.10 to 18 cf 150. Remove Range - freestanding - electric 1.00 EA 15.16 0.00 15.16 357. 1/2" drywall - hung, taped, ready for 174.74 SF 0.00 1.31 228.91 texture 358. 5/8" drywall - hung, taped, ready for 47.89 SF 0.00 1.37 65.61 texture 359. Texture drywall - machine 222.63 SF 0.00 0.31 69.02 360. Seal then paint the walls and ceiling (2 222.63 SF 0.00 0.65 144.71 coats) 432. Seal & paint baseboard - two coats 21.13 LF 0.00 0.91 19.23 433. Baseboard - 2 1/4" 21.13 LF 0.00 2.19 46.27 507. Underlayment - 3/4" BC plywood 47.89 SF 0.00 1.68 80.46 615. Refrigerator - bottom freezer - 18 to 22 1.00 EA 0.00 912.14 912.14 cf 616. Range - freestanding - electric 1.00 EA 0.00 622.96 622.96 617. R &R Range hood 1.00 EA 9.47 168.92 178.39 618. R &R Cabinetry - upper (wall) units 12.33 LF 5.65 112.89 1,461.59 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 29 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 -364 -1105 CONTINUED - Kitchen DESCRIPTION QNTY REMOVE REPLACE TOTAL 619. R &R Cabinetry - lower (base) units 6.25 LF 5.65 152.19 986.50 620. R &R Countertop - Flat laid plastic 6.25 LF 3.25 34.69 237.12 laminate 621. Countertop edge treatment - laminate 8.25 LF 0.00 3.36 27.72 759. R &R Ceramic tile - surface bullnose - 8.25 LF 1.58 6.04 62.87 2 "x6" 760. R &R Ceramic tile 4.00 SF 1.35 9.33 42.72 623. Detach & Reset Sink - single 1.00 EA 0.00 0.00 137.96 5,413.77 Totals: Kitchen Missing Wall F -3'r"-I DESCRIPTION Hall Height: 8' 174.67 SF Walls 201.11 SF Walls & Ceiling 2.94 SY Flooring 21.83 LF Ceil. Perimeter 26.44 SF Ceiling 26.44 SF Floor 21.83 LF Floor Perimeter 2' 10" X 8' Opens into LIVING_ROOM Subroom 1: HALL_CLOSET Height: 8' 77.33 SF Walls 83.00 SF Walls & Ceiling 0.63 SY Flooring 9.67 LF Ceil. Perimeter 5.67 SF Ceiling 5.67 SF Floor 9.67 LF Floor Perimeter QNTY REMOVE REPLACE TOTAL 156. Remove Carpet - Standard grade 32.11 SF 0.24 0.00 7.71 157. Remove Carpet pad 32.11 SF 0.08 0.00 2.57 361. 1/2" drywall - hung, taped, ready for 252.00 SF 0.00 1.31 330.12 texture 362. 5/8" drywall - hung, taped, ready for 32.11 SF 0.00 1.37 43.99 texture 363. Texture drywall - machine 284.11 SF 0.00 0.31 88.07 364. Seal then paint the walls and ceiling (2 284.11 SF 0.00 0.65 184.67 coats) 2009- 12- 18- RCFIN111 11/16/2011 Page: 30 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 - 364 -1105 CONTINUED - Hall DESCRIPTION QNTY REMOVE REPLACE TOTAL 434. Seal & paint baseboard - two coats 31.50 LF 0.00 0.91 28.67 435. Baseboard - 2 1/4" 31.50 LF 0.00 2.19 68.99 518. Carpet pad 32.11 SF 0.00 0.63 20.23 585. Detach & Reset Interior door - 1.00 EA 0.00 0.00 13.80 Colonist - slab only 586. Paint door slab only - 2 coats (per side) 2.00 EA 0.00 19.32 38.64 587. Paint door /window trim & jamb - 2 2.00 EA 0.00 19.97 39.94 coats (per side) Totals: Hall 867.40 Living Room Height: 8' 424.88 SF Walls 658.20 SF Walls & Ceiling 25.92 SY Flooring 53.11 LF Ceil. Perimeter 233.32 SF Ceiling 233.32 SF Floor 53.11 LF Floor Perimeter Missing Wall 7' 11/16" X 8' Opens into DINING_ROOM Missing Wall 2' 10" X 8' Opens into HALL Missing Wall 3' 8 3/16" X 8' Opens into KITCHEN DESCRIPTION QNTY REMOVE REPLACE TOTAL 163. Remove Carpet - Standard grade 233.32 SF 0.24 0.00 56.00 164. Remove Carpet pad 233.32 SF 0.08 0.00 18.67 365. 1/2" drywall - hung, taped, ready for 424.88 SF 0.00 1.31 556.59 texture 366. 5/8" drywall - hung, taped, ready for 233.32 SF 0.00 1.37 319.65 texture 367. Texture drywall - machine 658.20 SF 0.00 0.31 204.04 368. Seal then paint the walls and ceiling (2 658.20 SF 0.00 0.65 427.83 coats) 436. Seal & paint baseboard - two coats 53.11 LF 0.00 0.91 48.33 437. Baseboard - 2 1/4" 53.11 LF 0.00 2.19 116.31 528. Carpet pad 233.32 SF 0.00 0.63 146.99 649. R &R Exterior door - metal - insulated / 1.00 EA 16.52 425.56 442.08 wood - High grade 2009- 12- 18- RCFIN111 11/16/2011 Page: 31 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 -364 -1105 DESCRIPTION CONTINUED - Living Room QNTY REMOVE REPLACE TOTAL 650. Door lockset & deadbolt - exterior 1.00 EA 0.00 75.33 75.33 651. Paint door slab only - 2 coats (per side) 2.00 EA 0.00 19.32 38.64 652. Paint door /window trim & jamb - 2 2.00 EA 0.00 19.97 39.94 coats (per side) 653. Additional charge for a retrofit exterior 1.00 EA door Totals: Living Room DESCRIPTION T N 1 0.00 48.70 48.70 2,539.10 Utility Room Height: 8' 124.52 SF Walls 138.62 SF Walls & Ceiling 1.57 SY Flooring 15.57 LF Ceil. Perimeter 14.09 SF Ceiling 14.09 SF Floor 15.57 LF Floor Perimeter • QNTY REMOVE REPLACE TOTAL 165. R &R Underlayment - 3/4" particle 14.09 SF 1.03 1.54 36.21 board 369. 1/2" drywall - hung, taped, ready for 124.52 SF 0.00 1.31 163.12 texture 370. 5/8" drywall - hung, taped, ready for 14.09 SF 0.00 1.37 19.30 texture 371. Texture drywall - machine 138.62 SF 0.00 0.31 42.97 372. Seal then paint the walls and ceiling (2 138.62 SF 0.00 0.65 90.10 coats) 438. Seal & paint baseboard - two coats 15.57 LF 0.00 0.91 14.17 439. Baseboard - 2 1/4" 15.57 LF 0.00 2.19 34.10 588. Detach & Reset Interior door - 1.00 EA 0.00 0.00 13.80 Colonist - slab only 589. Paint door slab only - 2 coats (per side) 2.00 EA 0.00 19.32 38.64 590. Paint door /window trim & jamb - 2 2.00 EA 0.00 19.97 39.94 coats (per side) 725. R &R Water heater - 40 gallon - 1.00 EA 43.55 654.09 697.64 Electric - 6 yr 726. Thermal expansion tank - 2 gallon 1.00 EA 0.00 233.58 233.58 727. Water heater seismic strap kit - up to 1.00 EA 0.00 52.97 52.97 55 gallon 2009- 12- 18- RCFIN111 11/16/2011 Page: 32 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 - 364 -1105 DESCRIPTION CONTINUED - Utility Room QNTY REMOVE REPLACE TOTAL Totals: Utility Room 1,476.54 2' 3" DESCRIPTION Master Bedroom Height: 8' 389.33 SF Walls 517.60 SF Walls & Ceiling 14.25 SY Flooring 48.67 LF Ceil. Perimeter 128.27 SF Ceiling 128.27 SF Floor 48.67 LF Floor Perimeter Subroom 1: CLOSET Height: 8' 162.67 SF Walls 178.48 SF Walls & Ceiling 1.76 SY Flooring 20.33 LF Ceil. Perimeter 15.81 SF Ceiling 15.81 SF Floor 20.33 LF Floor Perimeter QNTY REMOVE REPLACE TOTAL 174. Remove Carpet - Standard grade 144.08 SF 0.24 0.00 34.58 175. Remove Carpet pad 144.08 SF 0.08 0.00 11.53 373. 1/2" drywall - hung, taped, ready for 552.00 SF 0.00 1.31 723.12 texture 374. 5/8" drywall - hung, taped, ready for 144.08 SF 0.00 1.37 197.39 texture 375. Texture drywall - machine 696.08 SF 0.00 0.31 215.78 376. Seal then paint the walls and ceiling (2 696.08 SF 0.00 0.65 452.45 coats) 440. Seal & paint baseboard - two coats 69.00 LF 0.00 0.91 62.79 441. Baseboard - 2 1/4" 69.00 LF 0.00 2.19 151.11 529. Carpet pad 144.08 SF 0.00 0.63 90.77 555. Detach & Reset Interior door - 1.00 EA 0.00 0.00 13.80 Colonist - slab only 556. Paint door slab only - 2 coats (per side) 6.00 EA 0.00 19.32 115.92 557. Paint door /window trim & jamb - 2 2.00 EA 0.00 19.97 39.94 coats (per side) 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 33 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 -364 -1105 DESCRIPTION CONTINUED - Master Bedroom QNTY REMOVE REPLACE TOTAL 558. Detach & Reset Bypass (sliding) door set - Colonist 1.00 EA 0.00 0.00 19.48 Totals: Master Bedroom 2,128.66 X61' --I X59" oinf IRoom 1 4 F 3 3" 1-H I L. -.... �,. 11�' Missing Wall - Goes to Floor Missing Wall - Goes to Floor Missing Wall i 1 DESCRIPTION Dining Room Height: 8' 120.14 SF Walls 160.73 SF Walls & Ceiling 4.51 SY Flooring 18.56 LF Ceil. Perimeter 1'X6'8" 3'3 "X6'8" 7' 11/16" X 8' 40.59 SF Ceiling 40.59 SF Floor 14.31 LF Floor Perimeter Opens into PANTRY Opens into KITCHEN Opens into LIVING_ROOM QNTY REMOVE REPLACE TOTAL 181. Remove Carpet - Standard grade 40.59 SF 0.24 0.00 9.74 182. Remove Carpet pad 40.59 SF 0.08 0.00 3.25 377. 1/2" drywall - hung, taped, ready for 120.14 SF 0.00 1.31 157.38 texture 378. 5/8" drywall - hung, taped, ready for 40.59 SF 0.00 1.37 55.61 texture 379. Texture drywall - machine 160.73 SF 0.00 0.31 49.83 380. Seal then paint the walls and ceiling (2 160.73 SF 0.00 0.65 104.47 coats) 442. Seal & paint baseboard - two coats 14.31 LF 0.00 0.91 13.02 443. Baseboard - 2 1/4" 14.31 LF 0.00 2.19 31.34 508. Underlayment - 3/4" BC plywood 40.59 SF 0.00 1.68 68.19 Totals: Dining Room 492.83 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 34 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 -364 -1105 F- 5'5 "-I DESCRIPTION Bathroom Height: 8' 211.48 SF Walls 252.29 SF Walls & Ceiling 4.53 SY Flooring 26.43 LF Ceil. Perimeter 185. Remove Underlayment - 3/4" particle board 186. Detach & Reset Toilet 381. 1/2" drywall - hung, taped, ready for texture 382. 5/8" drywall - hung, taped, ready for texture 383. Texture drywall - machine 384. Seal then paint the walls and ceiling (2 coats) 444. Seal & paint baseboard - two coats 445. Baseboard - 2 1/4" 509. Underlayment - 3/4" BC plywood 591. Detach & Reset Interior door - Colonist - slab only 592. Paint door slab only - 2 coats (per side) 593. Paint door /window trim & jamb - 2 coats (per side) 644. R &R Waterproof panel tub surround w /trim - up to 65 SF 40.81 SF Ceiling 40.81 SF Floor 26.43 LF Floor Perimeter QNTY REMOVE REPLACE TOTAL 40.81 SF 1.03 0.00 42.03 1.00 EA 0.00 0.00 225.28 211.48 SF 0.00 1.31 277.04 40.81 SF 0.00 1.37 55.91 252.29 SF 0.00 0.31 78.21 252.29 SF 0.00 0.65 163.99 26.43 LF 0.00 0.91 24.05 26.43 LF 0.00 2.19 57.88 40.81 SF 0.00 1.68 68.56 1.00 EA 0.00 0.00 13.80 2.00 EA 0.00 19.32 38.64 2.00 EA 0.00 19.97 39.94 1.00 EA 22.59 252.11 274.70 Totals: Bathroom Total: Main Level Total: Unit 207 Unit 206 DESCRIPTION Unit 206 1,360.03 14,278.33 17,557.14 QNTY REMOVE REPLACE TOTAL 737. Vinyl floor covering (sheet goods) 738. Carpet 2009- 12- 18 -RCFIN 111 258.00 SF 0.00 3.27 843.66 504.00 SF 0.00 2.81 1,416.24 11/16/2011 Page: 35 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 -364 -1105 CONTINUED - Unit 206 DESCRIPTION QNTY REMOVE REPLACE TOTAL 743. Carpet pad 504.00 SF 0.00 0.63 317.52 765. R &R Batt insulation - 4" - R15 184.00 SF 0.26 0.97 226.32 insulate between units 782. Clean window blind - horizontal or 64.00 SF 0.00 0.85 54.40 vertical 783. Detach & Reset Window blind - PVC - 1.00 EA 0.00 0.00 26.26 3.5" - 32.1 to 42 SF 784. Detach & Reset Window blind - PVC - 1.00 EA 0.00 0.00 26.26 3.5 "- upto7SF 785. Detach & Reset Window blind - PVC - 1.00 EA 0.00 0.00 26.26 3.5" - 14.1 to 20 SF Total: Unit 206 j 124.52 SF Walls 14.09 SF Ceiling 138.62 SF Walls & Ceiling 14.09 SF Floor 1.57 SY Flooring 15.57 LF Floor Perimeter 15.57 LF Ceil. Perimeter 2,936.92 Main Level Utility Room Height: 8' DESCRIPTION 197. R &R Underlayment - 3/4" particle board 465. Mask per square foot for drywall or plaster work 464. Texture drywall - smooth / skim coat 466. Texture drywall - machine 467. Mask and prep for paint - plastic, paper, tape (per LF) 468. Seal then paint the walls and ceiling (2 coats) QNTY REMOVE REPLACE TOTAL 14.09 SF 1.03 1.54 36.21 138.62 SF 0.00 0.16 22.18 29.66 SF 0.00 0.84 24.91 45.22 SF 0.00 0.31 14.02 15.57 LF 0.00 0.86 13.39 138.62 SF 0.00 0.65 90.10 Totals: Utility Room 200.81 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 36 r 1 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 - 364 -1105 unix Haom Missing Wall - Goes to Floor 3' 3" X 6' 8" Missing Wall 3' 8 3/16" X 8' 1j Kitchen Height: 8' 105.86 SF Walls 138.56 SF Walls & Ceiling 3.63 SY Flooring 15.94 LF Ceil. Perimeter IT 1 11-2! 1' i Missing Wall Missing Wall - Goes to Floor Missing Wall DESCRIPTION 32.70 SF Ceiling 32.70 SF Floor 12.69 LF Floor Perimeter Opens into DINING_ROOM Opens into LINING_ROOM Subroom 1: PANTRY Height: 8' 68.88 SF Walls 84.08 SF Walls & Ceiling 1.69 SY Flooring 9.44 LF Ceil. Perimeter 15.19 SF Ceiling 15.19 SF Floor 8.44 LF Floor Perimeter 4' 3 13/16" X 8' Opens into KITCHEN 1' X 6' 8" Opens into DINING_ROOM 1' 10 1/2" X 8' Opens into KITCHEN QNTY REMOVE REPLACE TOTAL 201. Remove Carpet - Standard grade 47.89 SF 0.24 0.00 11.49 202. Remove Carpet pad 47.89 SF 0.08 0.00 3.83 469. Texture drywall - smooth / skim coat 69.02 SF 0.00 0.84 57.98 470. Texture drywall - machine 90.16 SF 0.00 0.31 27.95 471. Mask and prep for paint - plastic, 25.38 LF 0.00 0.86 21.83 paper, tape (per LF) 472. Seal then paint the walls and ceiling (2 222.63 SF 0.00 0.65 144.71 coats) 801. Detach & Reset Refrigerator - top 1.00 EA 0.00 0.00 32.06 freezer - 14 to 18 cf 802. Detach & Reset Range - freestanding - 1.00 EA 0.00 0.00 38.80 electric Totals: Kitchen 338.65 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 37 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 -364 -1105 Missing Wall - 3' 7 -I DESCRIPTION Hall Height: 8' 174.67 SF Walls 201.11 SF Walls & Ceiling 2.94 SY Flooring 21.83 LF Ceil. Perimeter 26.44 SF Ceiling 26.44 SF Floor 21.83 LF Floor Perimeter 2' 10" X 8' Opens into LIVING_ROOM Subroom 1: HALL_CLOSET Height: 8' 77.33 SF Walls 83.00 SF Walls & Ceiling 0.63 SY Flooring 9.67 LF Ceil. Perimeter 206. Remove Carpet - Standard grade 207. Remove Carpet pad 5.67 SF Ceiling 5.67 SF Floor 9.67 LF Floor Perimeter QNTY REMOVE REPLACE TOTAL 32.11 SF 0.24 0.00 7.71 32.11 SF 0.08 0.00 2.57 473. Texture drywall - smooth / skim coat 63.61 SF 0.00 0.84 53.43 474. Texture drywall - machine 95.11 SF 0.00 0.31 29.48 475. Mask and prep for paint - plastic, 31.50 LF 0.00 0.86 27.09 paper, tape (per LF) 476. Seal then paint the walls and ceiling (2 284.11 SF 0.00 0.65 184.67 coats) Totals: Hall 2009- 12- 18 -RCFIN 111 304.95 Master Bedroom Height: 8' 389.33 SF Walls 517.60 SF Walls & Ceiling 14.25 SY Flooring 48.67 LF Ceil. Perimeter 128.27 SF Ceiling 128.27 SF Floor 48.67 LF Floor Perimeter 11/16/2011 Page: 38 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 - 364 -3000 fax 206 -364 -1105 2' 3" DESCRIPTION CONTINUED - Master Bedroom Subroom 1: CLOSET Height: 8' 162.67 SF Walls 178.48 SF Walls & Ceiling 1.76 SY Flooring 20.33 LF Ceil. Perimeter 211. Remove Carpet - Standard grade 212. Remove Carpet pad 477. Texture drywall - smooth / skim coat 478. Texture drywall - machine 479. Mask and prep for paint - plastic, paper, tape (per LF) 480. Seal then paint the walls and ceiling (2 coats) 15.81 SF Ceiling 15.81 SF Floor 20.33 LF Floor Perimeter QNTY REMOVE REPLACE TOTAL 144.08 SF 0.24 0.00 34.58 144.08 SF 0.08 0.00 11.53 213.08 SF 0.00 0.84 178.99 282.08 SF 0.00 0.31 87.44 69.00 LF 0.00 0.86 59.34 696.08 SF 0.00 0.65 452.45 Totals: Master Bedroom 824.33 DESCRIPTION Bathroom Height: 8' 211.48 SF Walls 252.29 SF Walls & Ceiling 4.53 SY Flooring 26.43 LF Ceil. Perimeter 40.81 SF Ceiling 40.81 SF Floor 26.43 LF Floor Perimeter QNTY REMOVE REPLACE TOTAL 215. R &R Underlayment - 3/4" particle 40.81 SF 1.03 1.54 104.88 board 216. Detach & Reset Toilet 1.00 EA 0.00 0.00 225.28 481. Texture drywall - smooth / skim coat 67.25 SF 0.00 0.84 56.49 482. Texture drywall - machine 93.68 SF 0.00 0.31 29.04 483. Mask and prep for paint - plastic, 26.43 LF 0.00 0.86 22.73 paper, tape (per LF) 484. Seal then paint the walls and ceiling (2 252.29 SF 0.00 0.65 163.99 coats) 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 39 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 - 364 -1105 DESCRIPTION CONTINUED - Bathroom QNTY REMOVE REPLACE TOTAL Totals: Bathroom I-6'1" -I F-3'3" --I 1'I4. Missing Wall - Goes to Floor Missing Wall - Goes to Floor Missing Wall DESCRIPTION Dining Room 602.41 Height: 8' 120.14 SF Walls 160.73 SF Walls & Ceiling 4.51 SY Flooring 18.56 LF Ceil. Perimeter 1'X6'8" 3'3 "X6'8" 7' 11/16" X 8' QNTY REMOVE 40.59 SF Ceiling 40.59 SF Floor 14.31 LF Floor Perimeter Opens into Opens into Opens into PANTRY KITCHEN LIVING_ROOM REPLACE TOTAL 220. Remove Carpet - Standard grade 221. Remove Carpet pad 485. Texture drywall - smooth / skim coat 486. Texture drywall - machine 487. Mask and prep for paint - plastic, paper, tape (per LF) 488. Seal then paint the walls and ceiling (2 coats) 40.59 SF 40.59 SF 54.90 SF 69.21 SF 18.56 LF 160.73 SF 0.24 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.84 0.31 0.86 0.65 9.74 3.25 46.12 21.46 15.96 104.47 Totals: Dining Room rri Missing Wall Missing Wall Missing Wall 2009- 12- 18 -RCFIN 111 Living Room 201.00 Height: 8' 424.88 SF Walls 658.20 SF Walls & Ceiling 25.92 SY Flooring 53.11 LF Ceil. Perimeter 7' 11/16" X 8' 2'10 "X8' 3'83/16 "X8' 233.32 SF Ceiling 233.32 SF Floor 53.11 LF Floor Perimeter Opens into DINING_ROOM Opens into HALL Opens into KITCHEN 11/16/2011 Page: 40 • Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 - 364 -1105 CONTINUED - Living Room DESCRIPTION QNTY REMOVE REPLACE TOTAL 489. Texture drywall - smooth / skim coat 286.43 SF 0.00 0.84 240.60 490. Texture drywall - machine 339.54 SF 0.00 0.31 105.26 491. Mask and prep for paint - plastic, 53.11 LF 0.00 0.86 45.67 paper, tape (per LF) 492. Seal then paint the walls and ceiling (2 658.20 SF 0.00 0.65 427.83 coats) 659. R &R Exterior door - metal - insulated / 1.00 EA 16.52 425.56 442.08 wood - High grade 660. Door lockset & deadbolt - exterior 1.00 EA 0.00 75.33 75.33 661. Paint door slab only - 2 coats (per side) 2.00 EA 0.00 19.32 38.64 662. Paint door /window trim & jamb - 2 2.00 EA 0.00 19.97 39.94 coats (per side) 663. Additional charge for a retrofit exterior 1.00 EA 0.00 48.70 48.70 door Totals: Living Room 1,464.05 Total: Main Level 3,936.20 Total: Unit 206 6,873.12 Line Item Totals: 2009- 12- 18- RCFIN111 301,044.62 Grand Total Areas: 14,514.85 SF Walls 11,048.97 SF Floor 0.00 SF Long Wall 11,048.97 Floor Area 10,393.50 Exterior Wall Area 11,048.97 SF Ceiling 1,227.66 SY Flooring 0.00 SF Short Wall 11,552.79 Total Area 1,154.83 Exterior Perimeter of Walls 25,563.81 SF Walls and Ceiling 1,807.27 LF Floor Perimeter 1,849.77 LF Ceil. Perimeter 14,514.85 Interior Wall Area 0.00 Surface Area 0.00 Number of Squares 0.00 Total Perimeter Length 0.00 Total Ridge Length 0.00 Total Hip Length 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 41 . Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 -364 -1105 Summary Line Item Total 301,044.62 Overhead @ 10.0% x 301,044.62 30,104.46 Profit @ 10.0% x 301,044.62 30,104.46 Sales Tax @ 9.500% x 361,253.54 34,319.09 Replacement Cost Value Net Claim Lea, Phineas 2009- 12- 18 -RCFTN 111 $395,572.63 $395,572.63 11 /16/2011 Page: 42 Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 -364 -1105 Recap by Room Estimate: 2009- 12- 18 -RCFIN 111 Area: Unit 108 206,125.21 68.47% 4,316.52 1.43% Area: Main Level Hall 863.86 0.29% Utility Room 1,443.29 0.48% Bathroom 1,326.57 0.44% Master Bedroom 2,112.81 0.70% Living Room 2,513.43 0.83% Dining Room 488.36 0.16% Kitchen 5,374.50 1.79% Area Subtotal: Main Level Area Subtotal: Unit 108 Area: Unit 107 14,122.82 4.69% 18,439.34 6.13% 3,278.81 1.09% Area: Main Level Kitchen 5,423.83 1.80% Hall 863.86 0.29% Living Room 2,513.43 0.83% Utility Room 1,479.50 0.49% Master Bedroom 2,112.81 0.70% Dining Room 488.36 0.16% Bathroom 1,431.45 0.48% Area Subtotal: Main Level 14,313.24 4.75% Area: ATTIC Attic 12,896.98 4.28% Area Subtotal: ATTIC 12,896.98 4.28% Area Subtotal: Unit 107 30,489.03 10.13% Area: Unit 208 4,553.62 1.51 % Area: Main Level Kitchen 5,427.35 1.80% Hall 1,042.28 0.35% Living Room 2,539.10 0.84% Utility Room 1,651.42 0.55% 2009- 12- 18 -RCFIN 111 11/16/2011 Page: 43 . Paul Davis Restoration of West King County 15004 35th Ave W, Suite A Lynnwood, WA 98087 206 -364 -3000 fax 206 - 364 -1105 Master Bedroom 2,431.49 0.81 Dining Room 492.83 0.16% Bathroom 3,422.69 1.14% Area Subtotal: Main Level Area Subtotal: Unit 208 Area: Unit 207 17,007.16 5.65% 21,560.78 7.16% 3,278.81 1.09% Area: Main Level Kitchen 5,413.77 1.80% Hall 867.40 0.29% Living Room 2,539.10 0.84% Utility Room 1,476.54 0.49% Master Bedroom 2,128.66 0.71% Dining Room 492.83 0.16% Bathroom 1,360.03 0.45% Area Subtotal: Main Level Area Subtotal: Unit 207 Area: Unit 206 14,278.33 4.74% 17,557.14 5.83% 2,936.92 0.98% Area: Main Level Utility Room 200.81 0.07% Kitchen 338.65 0.11 % Hall 304.95 0.10% Master Bedroom 824.33 0.27% Bathroom 602.41 0.20% Dining Room 201.00 0.07% Living Room 1,464.05 0.49% Area Subtotal: Main Level Area Subtotal: Unit 206 Subtotal of Areas Total 2009- 12- 18 -RCFIN 111 3,936.20 1.31 % 6,873.12 2.28% 301,044.62 100.00% 301,044.62 100.00% 11/16/2011 Page:44 Unit 108 - Main Level 21- ir r 3* 4' 1r 7 1Q' tan 21.3' 1i:002R . 13' r ZT-1 L 1' 11• 17 10' i(7 7" 2009- 12- 18 -RCFIN 111 Main Lenel 11/16/2011 Page: 45 Unit 108 - ATTIC 2009- 12- 18 -RCFIN 111 ATTIC 11/16/2011 Page: 46 Unit 107 - Main Level 21' if O 1 2r 3' 13'T 10 r 17 IT I-- 7 r s— T 1r --i —J- 7 10' wneme rile 1r —1 sr 2009- 12- 18 -RCFIN 111 0 Main Level 11/16/2011 Page: 47 Unit 107 - ATTIC nrr • 2009- 12- 18- RCFINI 11 ATTIC 11/16/2011 Page: 48 Unit 208 - Main Level 53- tr z 10' 21'3' s 13 T C 7 3' —1 12 10' 10 T • 2009- 12- 18 -RCFIN 111 11/16/2011 [4) Lr Main Level Page: 49 Unit 207 - Main Level 21' 11' 13r 21'3' 10" r 1717 1-7 r i-- 1 11' —+ T d' Z 17 net k 53- 4' 11' u 2009- 12- 18 -RCFIN 111 11/16/2011 Main Level Page: 50 Unit 206 - Main Level 2r„- sr r e- )177 4 17 — 7 10' 77 r t 17 7 77-1 L T 11' 1-S 17 W 10 r 2009- 12- 18 -RCFIN 111 11/16/2011 Main level Page: 51 theT lUSSco. & BUILDING SUPPLY INC. P.O. Box 1770 Sumner, WA 98390 (253) 863 -5555 Fax (253)891 -1168 Production List SCHEDULED DELIVERY DATE 10/03/11 ORDER # Page: 1 E: 09/15/11 97132 QUOTE # CUSTOMER PO # SALES REP Don Woods RUSDAL CONSTRUCTION P 0 BOX 2356 GIG HARBOR, WA 98335 (253) 851-6051 JOB NAME: MODEL: LOT # SIDE : DELIVERY INSTRUCTIONS: s N I APT BURNOUT SEATAC, BY DATE QUOTE RD 09/15/11 LAYOUT RD 09/15/11 ENGN. RD // SPECIAL INSTRUCTIONS: FIRST HALF ITEMS QTY ITEM TYPE DESCRIPTION LENGTH FT -IN -16 NOTES 2 Hanger HJC26 7 Hanger JUS24 PROFILE I TYPE QTY BASE O/A PITCH LUMBER OVERHANG CANT LEVER STUB HEIGHT ID PLY SPAN SPAN TOP BOT TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT ���� .d ilk GABLE 32-00-00 32 -00 -00 4.00 0.00 2 X 4 2 X 6 01 -00.00 03 -00 -00 10 -08 -04 228.e ms A 1 228.8 Ibs. each POLYNESIAN Al I 30 32 -00 -00 L 32 -00 -00 130,6 Ibs, each 4.00 0.00 2 X 4 2 X 4 01-00-00 03-00-00 10-08-04 3918.31bs MONO TRUSS HIP1 1 11 -03-00 11 -03-00 2.83 0.00 2 X4 2 X4 01 -04 -04 I rI 02 -08 -01 33.31bs 33,3 Ibs. each MONO TRUSS HIP2 1 11 -03 -00 (11 -03 -00 2.83 0,00 2 X 4 2 X 4 C Q -_ _ r 1' 0 i 02 -08-01 34.BIbs 34.0 Ibs. each `•• ..� � JACK J2 2 01 -11 -11 ( 01 -11 -11 4.01 1 ! 2 X 4 2 X 41 -1 00 -08 -02 7.Ubs 3.7 Ibs. each 1 1 i JA2A I 2 01 111 11 4.00 O.Ot7 2 X4 12 X4 L I 00.08 -02 7.4163 01 -04 -02 25.5835 01-04-02 8.5Ibs 3 7 _each JACK J4 3 03 -11 -111 03-11 -11 �ac 8.5 Ibs,� 4.00 0.00 2 X 4 2 X 4 81411 11I� 08'00 G G Di /IS^ ►/ I JACK J4A 1 03-11-11 03-11-11 4.00 0.0012 X 4 2X4 8. 8.5 Ibs. ea. JACK JB 3 OS 13 1 05-11 -11 4.00 0.002X4 2X4 01-00-00 02 -00-02 39.91bs 33 3 .s -a h JACK J6A 1 05 -11 -11 1 05 -11 -11 4.00 0.00 2 X A 2 X 4 02 -00 -02 1s.31bs 13.3 fbg, each �_Q=- MONO TRUSS 08-8 -00 08-00-00 r 02 -08 -04 183.4 Ibs JS 9 181 Ibs. each 1 4.0C., � 0.00 2 X 4 2 X 4 ( 01 -00 -00 File: F : \MITEK\JOBS \971321A.TRE TRUSSES: PIECES: (Mil Fr11 54 ALL PRODUCTS: 63 444 WEIGHT : 4,480 Loading: 25- 8- 0- 2 14 Max. tPVE :! NOV 16 2011 �1t,'i G 1 theTR co. & BUILDING SUPPLY INC. P.O. Box 1770 Sumner, WA 98390 (253) 863 -5555 Fax: (253) 891 -11688 Production List SCHEDULED DELIVERY DATE // Page: 1 DATE: 09/29/11 ORDER # 97132A QUOTE # CUSTOMER PO # SALES REP Don Woods RUSDAL CONSTRUCTION L P O BOX 2356 r GIG HARBOR, WA 98335 ° (253) 851 -6051 JOB NAME: MODEL: LOT # SIDE : P APT BURNOUT SEATAC, DELIVERY INSTRUCTIONS: BY DATE QUOTE RD 09/29/11 LAYOUT // ENGN. RD // SPECIAL INSTRUCTIONS: FIRST HALF ,QTY ITEM TYPE DESCRIPTION LENGTH FT -IN -16 NOTES 200 Spec Blocks 2 X 8 Beveled Vent 4 -hole STUB ?112 pitch; 0 -0 -0 Low End 200 Blocks 2 X 8 Solid TOP BOT LEFT 50 Spec Blocks 2 X10 Beveled Vent 4 -hole LEFT ?/12 pitch; 0 -0 -0 Low End F TRUSSES PROFILE TYPE ID QTY 0/A SPAN SPAN PITCH LUMBER OVERHANG CANT LEVER STUB HEIGHT PLY TOP BOT TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT : I I IIIIIIIII, GABLE M 32.00. 00132 -00 -00 4.00 0.00 2 X 4 2 X4 01 -00-00 03-00-00 10-08-04 en.I as 205.5 lbs. h FLAT GIRDER i BP 70 01 -10-07 101 -10 -07 0.0 0.00 2 X 4 2 X 4 01 -00.04 4a5.1ax mown 6,9 lbs_eacP File: F:IMITEK\JOBS■97132A\AA.TRE TRUSSES: 74 ALL PRODUCTS: 524 PIECES: 482 09/29/11 WEIGHT: 1,307 Loading: 25- 8 - 0- 2 F:NUTEKVOBS197132A{AA.TRE Max. Height: 10.6 PAGE 1 1. NEED A APPCRT ADDED FOR THE I' CANT SECTICWHIP ONLY) ADD LECGER AT END OF rmuas jowl 574.0 THE TRUSS CO. ORDER #97132 RUSDAL CONSTJPAUL DAVIS 4/12 & 12112 PITCH POLYNESIAN TRUSSES U I 1 1 ....., ¶ t. , ...7,7,4.... 3, ! 7....,..-- , .4.,,,, .......,e. f,,, , , ■ ' ,412: , ,,,,, y ..c.,..1,....:, 3 1 1 II 1 11. ; A q 1 1 • I 1 . I 1111 I I : fil 1 ) e I A 1 1 i ? 1 1 3 P ,..,' ... I I 1 ,1 1 i i 1 I 1 ■ ...,...., d i ,....,.., r. ,--.. ,,,,i1 ,V.,•••rr Z.,,,,,, i ,,.., ,,,,,L,,,,,,,,,, 1 v,",.... ,,,,,,..i,,,,,,,rib.,.."-^ i 3 4 •,.....,17,,,,,,,,,, l*Or.4.41,... I I C ...AC—, , 4,4,..:, 0.4.-,,,, 1 ,.,....., .4.4.• ......., ',,...sir: —,..., -I. ',4,.....-. .12A :0 ,t,....,= .,,,,,, ,...--,-,:".,,,,,,,,,...,(4 I 1 ! ,,,,,-.....,:u......... 1 ,...7,.. I 1. NEED A APPCRT ADDED FOR THE I' CANT SECTICWHIP ONLY) ADD LECGER AT END OF rmuas jowl 574.0 THE TRUSS CO. ORDER #97132 RUSDAL CONSTJPAUL DAVIS 4/12 & 12112 PITCH POLYNESIAN TRUSSES theTLRUSSco. & BUILDING SUPPLY INC. P.Q. Box 1770 Sumner, WA 98390 (253) 863-5555 Fax: (253) 891 -1168 Production List SCHEDULED DELIVERY DATE 10/05/11 Page: 1 DATE: 09/15/11 ORDER # 97133 QUOTE # CUSTOMER PO # SALES REP Don Woods s 0 L 0 0 0 RUSDAL CONSTRUCTION P 0 BOX 2356 GIG HARBOR, WA 98335 (253) 851 -6051 JOB NAME: MODEL: LOT # SIDE : S P T APT BURNOUT SEATAC, DELIVERY INSTRUCTIONS: BY DATE QUOTE RD LAYOUT RD 9115/11 9/15111 ENGN. RD // SPECIAL INSTRUCTIONS: SECOND HALF ITEMS I QTY ITEM TYPE DESCRIPTION LENGTH FT -IN -16 NOTES 2 Hanger 7 Hanger HJC26 JUS24 PROFILE I TYPE 1D QTY BASE SPAN O/A PITCH LUMBER OVERHANG CANT LEVER STUB HEIGHT PLY SPAN TOP BOT TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 11' GABLE GABLE A 1 32 -00 -00 32 -00 -00 4.00 0.00 .0 2 X 4 2 X 4 2 X 6 01 -00 -00 03 -00.00 10 -08 -04 22a.sos 228.8 Ibs each POLYNESIAN Al 29 32 -00- 00132 -00 -00 4.L'I 2 X 4 j 01 -00 -00 03-00-00 10 -08 -04 37a7.Blbs 190.Q Ids. each MONO TRUSS NIPI 1 11-03-00 11 -03 -00 2 83{ 2.83 0 0 0.0 2 X 4 2 X 4 2 X 4 2X 4 l I 01.04.04 ' l t {{{ 02-08-01 33.3169 02 -08 -01 34.01b3 33.3 Ibs. each 111 -03 -00 MONO TRUSS HIP2 1 11 -03 -00 34.0 Ibs, each age JACK J2 2 01 -11 -11 01 -11 -11 4.0 0.002X4 2X4 00 -08 -02 MIN 3.7 lbs. each JACK J2A 2 01 -11 -11 101 -11 -11 4.00 0.0a2X4 2X4 C 00-08 -02 7.4 Ills 37 1 s. each JACK J4 03-11-11 1 03 -11 -11 4.00 0.00 2 X 4 2 X 4 01 -00 -00 I j_ 01 -04 -02 25.5169 8.5 Ibs each JACK J4A 03-11-11 103 -11 -11 4.00 0.00 2 X 4 2 X 4 01 -04 -02 8.5169 8.5 (qs, ac JACK J6 3 05-11-11 4.00 0.00 2 X 4 2 X 4 01 -00 -00 02 -00 -02 39.9 913 s. each 13.3 Ibs, ea h JACK J6A 1 05 -11 -111 05 -11 -11 4.001 0.00 2 X 4 2 X 4 02 -00 -02 13.31bs 13.3 Ibs each MONO TRUSS J8 9 08-00-00 I 08-00-00 4.O0 0.00 2 X 4 2 X 4 I 01 -00 -110 183.416s 102-08-04 18.1 .1 Ibs. each File: F:\MITEK\JOBS \97133\A.TRE TRUSSES: 53 ALL PRODUCTS: 62 PIECES: 432 09/15111 WEIGHT: 4,349 c•wrtcln IARR10713V4 TRF Loading: 25 - 8 - 0 - 2 Max. Height: 10.6 PAGE 1 67-0-0 EVERGRGEEERERVIELIESEVEHTIMSNRIENGEREMEIBMGRIESEEPERIVEIGEMMEREGRAIIEVSEETRIGNMEAGETAMIGIEVERMAEMENERRLIAGGIVAMarniamERS7RSCIZEGEREISSIMIDEEZZL5111MGEBEENGREISCGGESZEREGEBEISSIESRR 111■1111M1111M1 , , • , r 1 LIIIIIIIMI=1111111 311111111/1/111111RIMIR■11.11■1111111■17=1111111=11•1111111111111MIMINE11111•1111111111111111111111111=111111111111111111 I 3 Tt 1359IINSI GM) FR:AV • • , 1 1 Al ) 1 . 1 ti ; I, ; I es' . .• • • 13 li I • • . . I 3 3 1 14 I /3 13 ■ il q I ' • ;• 4 . 111 i I . ... . I • . :.: I ioi ---■g. 18712C4CF,ROIMMISEASEIZZ2 if 13 CETZ123.011:=MIETAEGGRGUEGIVGLASAMMES=MREVORIVAGIVRIGIGAVERMEGRVEYZEG3ERMIIIEPZEZREIGERVERMIZIEMEGIMMIRESVEESRAZIAMSEERVENEERMATEEIEVEGRVEtlEIGEGVEGIAMMIT=IrgraiNAGG 1 i I 1 3 3 : • 1 1 1 II 1 3 • } ' 3 • 1 ' Il • 3 3 ! ' 3 i • I 1 1 1...SMIZA:S•G !ilk r 61.0.0 6-00 NED A SUPPRTA0O0D0RTh0Y CANT SELMAN GIP ColLi) ADD LEDGER AT 060 00 CE1UNG JOISTS J THE TRUSS CO. ORDER #97133 RUSDAL CONST./PAUL DAMS 4/12 & 12/12 PITCH POLYNESIAN TRUSSES 171106' • Truss ` ( [97132 _._.LA ._._ The Truss Co., Sumner WA se gone OR 8 -0-0 8.0-0 2x4 II 3x4 7x1011411 4.00[12 3x4 // ��0 rQty j-P yI� RUSDAL CONST./PAUL DA 1 1 1 Job Reference (opfional)- VISIRO 7.260 s May 11 2011 MiTek Industries Inc. Wed Occl 26 16:34:36 2011 Page 1 ID: SOo3Avgb_ Ms? 21CuGnc2BAyicYW- IuSNtiOgSngIbK03 W4sRGIJH07IBggJ ?6LXCJxtyPSIn 16-0-0 20 -0-0 24.0.0 28-9-4 32-0 -0 4.0-0 ... (_-- 4-0-0 f— 40-0— ' 4-9-4 h -3-2-12 ' 3x4 // 3x4 /i 3x4 // 7 2x4 II 12.00[11 4x12 3x4 32 4x4 3x4 J 9 10 3x4 \\ 3x4 \\ 2x4 11 35 4x12 \\ 12 3x4 \\ 2x4 I 1 3x4 \\ %OWM TOPCHOROS @ 4' O.0 5x12 14 15 8x12 II 16 17 es 5x9 fin 24 37 23 38 22 21 20 39 2x4 11 JUS24 3x5 __JUS24 4x8 = 3x4 = 19 6x6 -- HJC26 JUS24 JUS24 JUS24 JUS24 JUS24 I-IJC26 18 4x4 Scale =1:78.3 8-0-0 12.0- 0 -_ 16-0 -0 __ 200.0 24 -0 -0 289-4 29,M32-0-0 7-0-0 4 -0.0 t 4.040 H 4-0-0 I' —A-0 -0 I 4-9-4 –0-2212 34- Plate Offsets (X,Y): [1:0- 0- 12,Edge], [2:0- 3- 12,Edge], [3:0- 1 -0,0 -1 8j, (5:0- 4- 4,0 -2 -Oj, [6:0- 3- 6.0 -0-12[. [7:0- 1- 4.0 -1 -8], [8:Edge,0- 2 -12], [9:0 -2 -0,0 -1-41. [10:0- 1- 8,0 -1 -8], - -_. [12:0.4- 8,0- 2 -0),[13:Edge,0 -2- 12],[14:0 -0 -12 0- 1- 8],[15:0 -5- 12,0- 2- 8),L6 :0 -9 -0 0-2-01, [19:0-2-0,0-3-01123:0-2-4,0-1-81 LOADING (psf) TCLL 25.0 TCDL 8.0 BCLL 0.0 • BCDL 2.0 SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code 1RC2009/TPI2007 CSI TC 0.88 BC 0.87 WB 0.72 (Matrix) DEFL in (Ioc) Vert(LL) -0.26 23 -24 Vert(TL) -0.40 23 -24 Horz(TL) 0.11 18 l/defl >999 >829 n/a L/d 380 240 n/a PLATES GRIP MT20 185/148 MT18H 185/148 Weight: 229 Ib FT = 16 %, LUMBER TOP CHORD 2 X 4 HF No.2 `Except* T1: 2 X 4 DF 2400F 2.0E, T3,75,T7: 2 X 6 HF No.2 BOT CHORD 2 X 6 HF 1650F 1.5E 'Except' B2:2X6HFNo.2 2 X 4 HF /SPF Stud /STD 'Except• W4,W5,W6: 2 X 4 HF No.2 2 X 4 HF /SPF Stud /STD WEBS OTHERS REACTIONS FORCES (Ib) TOP CHORD BOT CHORD WEBS (lb /size) 1= 2085/0 -5 -8 (min. 0 -3 -7), 18= 2357/0 -5-8 (min. 0 -3 -14) Max Horz 1= 136(LC 4) Max Uplift 1=- 508(LC 5), 18=- 599(LC 4) BRACING TOP CHORD BOT CHORD JOINTS Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. 1- 2=- 5584/1369, 2 -3 =- 2450/591, 3 -33 =- 2431/601, 5-33 =- 2263/572, 5- 34=- 1663/483, 7 -34 =- 1431/446, 7 -9 =- 1251/412, 9 -10 =- 1353/459, 10 -35 =- 1423/455, 12- 35=- 1654/492, 12 -36 =- 1973/517, 14- 36=- 2147/547, 14 -15 =- 2166/538, 15 -16 =- 4195/1060, 16- 17=- 619/160, 2- 4=- 2160/605, 4-6=-2145/602. 6-8=-22671646, 8 -11 =- 2265/646, 11 -13 =- 2104/594, 13 -15 =- 2106/593 1 -24 =- 1330/5185, 24- 37=- 1314/5111, 23 -37 =- 1314/5111, 23 -38 =- 989/3837, 22 -38 =- 889/3837, 21 -22 =- 901/3592, 20 -21 =- 901/3592, 20 -39 =- 972/3929, 19 -39 =- 972/3929, 18 -19 =- 148/600, 17- 18=- 148/600 2 -24 =- 121/510, 2 -23 =- 1523/384, 4 -23 =- 194/888, 4.5 =- 186/847, 5 -6 =- 1152/391, 6 -22 =- 1025/336, 8 -22 =- 412/1355, 8- 9=- 498/1616, 11 -22 =- 598/220, 11 -12 =- 803/296, 13- 20=- 60/362, 12 -13 =- 65/388, 15-20=-476/118, 15- 19=- 256/79, 16- 19 =- 822/3330, 16 -18 =- 2052/525 Structural wood sheathing directly applied or 2 -6 -3 oc pudins Rigid ceiling directly applied or 7 -2 -1 oc bracing. 1 Brace at Jt(s): 4, 6, 8, 11, 13 MiTek recommends that Stabilizers and required cross bracing - be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES (20) 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-05; 85mph; TCDL= 4.8psf; BCDL =1.2psf; h =25ft; Cat. 11; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1. 4) Provide adequate drainage to prevent water ponding. 5) The bottom chord dead Toad shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 6) AU plates are MT20 plates unless otherwise indicated. 7) Gable studs spaced at 2 -0 -0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6 -0 tali by 2 -0 -0 wide will fit between the bottom chord and any other members. Continued on page 2 r97ib irruss 132 rwss pe Qty RUSDAL CONS7JPAUL DAVIS/RD A MT� GA6LE 1 1 Job Reference (optional The Truss Co., Sumner WA r Eugene OR NOTES (20) 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 1 =508, 18 =599. 11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 13) Design assumes 4x2 (flat orientation) purlins at oc spacing Indicated, fastened to truss TC w/ 2 -10d nails. 14) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent spaced at 15 -11-4 oc max. starting at 8 -0 -6 from the left end to 23 -11 -10 to connect truss(es) J8 (1 ply 2 X 4 HF), HIP1 (1 ply 2 X 4 HF), J8 (1 ply 2 X 4 HF), HIP1 (1 ply 2 X 4 HF) to front face of bottom chord. 15) Use USP JUS24 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2 -0-0 oc max. starting at 9 -11 -4 from the left end to 21 -11 -4 to connect truss(es) J8 (1 ply 2 X 4 HF) to front face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 205 lb down and 69 Ib up at 8 -2 -10, 205 Ib down and 84 Ib up at 9 -11-4, 205 Ib down and 84 Ib up at 12 -0 -0, 205 Ib down and 84 Ib up at 14-5-10, 205 Ib down and 84 Ib up at 16 -0-0, 205 Ib down and 84 Ib up at 17.6 -6, 205 Ib down and 84 Ib up at 20-0-0, and 205 Ib down and 84 Ib up at 21 -11 -4, and 205 Ib down and 69 Ib up at 23 -9 -6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 18) This truss is designed for a creep factor of 1.25. which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. 19) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 20) All dimensions given in feet- inches - sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (p1f) Vert: 1- 2 = -66, 2-9 = -66, 9- 15 = -66, 15- 17 = -66, 1 -17 = -4 Concentrated Loads (Ib) Vert: 2 = -155 15= -155 21 = -9(F) 24=- 492(F) 23 =-9(F) 5= -155 22 = -9(F) 12= -155 20 = -9(F) 19=- 424(F) 7= -155 33 = -155 34= -155 35 = -155 36= -155 37 = -9(F) 38 = -9(F) 39 = -9(F) i 7.250 s May 11 2011 Mick Industries, Inc. Wed Oct 2616 :34:36 2011 Page 2 I O:S Oo3Avgb_ Ms721CuGnc2BAyicYW- IuSNGOgSngIbKQW4sRGIJH0 7f8ggJ ?6LXCJxtyPSln 97132 Al 'Ibo 7iuss Co.. Sumner WA 1 Eugene OR Truss Type POLYNESIAN Oty / ply [RUSDAL CONST.IPAUL DAVIS/RO 30 t Job Reference (optional) 7.250 s May 11 2011 MiTek Industries, Inc. Wed Oct 26 16:3437 2071 -Page 11 ID: SOo3Avgb _Ms ?21CuGnc2BAy!cYW- m5015201 D409CTJeayVrWpCI3ZIZo3GaBxsTJyPSIm } 16-0-0 24-0-0 _ 32-0-0 8-0-0 8-0-0 8-0 -0 1--- — 4x5 II .001gq2 -12 liod 1 g�-9 12 Plate Offsets (X,Y): [2:0 -2- LOADING (psf) TCLL 25.0 TCDL 8.0 BCLL 0.0 • BCDL 2.0 .. 24-00 _ 1— 8-0-0 1 8 0- 2- 12113:0 -2- 12,0 -2.0 2b &4 ny 32-00 4 -0-4 0- i 2 3.0-0 - { Scale = 1:70.7 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2009/TPI2007 CSI TC 0.78 BC 0.77 WB 0.60 (Matrix) DEFL in (loc) 1 /dell Vert(LL) -0.24 7 -9 >899 Vert(TL) -0.38 7 -9 >932 Horz(TL) 0.13 6 nla L/d 360 240 n/a PLATES GRIP MT20 185/148 Weight: 131 Ib FT = 16% LUMBER TOP CHORD 2 X 4 HF No.1 &Btr "Except* T2: 2 X 4 DF 2400F 2.0E BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF No.2 "Except" W1: 2 X 4 HF /SPF Stud /STD SLIDER Right 2 X 8 DF No.2 3 -1 -12 BRACING TOP CHORD BOT CHORD WEBS REACTIONS (lb /size) 6 =1032/0 -5 -8 (min. 0- 1 -11), 1= 103210 -5 -8 (min. 0-1-11) Max Horz 1 =141(LC 4) Max Uplift6 =- 183(LC 6), 1 =- 183(LC 5) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 2=- 2570/447, 2-3 =- 1258/269, 3-4 =- 1255/268, 4 -5 =- 24371439, 5-6 =- 2511/424 BOT CHORD 1 -10 =- 469/2360, 9 -10 =- 470/2357, 8 -9 =- 376/2316, 7-8=-376/2316, 8 -7 =- 374/2317 WEBS 2 -9 =- 1661/433, 3 -9 =- 193/970, 4 -9 =- 1819/425 Structural wood sheathing directly applied or 2 -2 -0 oc purlins. Rigid ceiling directly applied or 8 -2 -9 oc bracing. 1 Row at midpt 2 -9, 4 -9 [MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 85mph; TCDL =4.8psf; BCDL =1.2psf; h =25f1; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 5) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 6 =183, 1 =183. 7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. 10) All dimensions given in feet - inches- sixteenths (FFIISS) format. LOAD CASE(S) Standard Job - - 'Truss 97132 IAA Tho Truss Co., Sumner WA 1 Eugene OR Truss ype GABLE 8-0-0 8-0.0 4.00 r12 5x5 ST2 2 ST1 12,00112 lOty Ply r' IRUSOAL CONSTJPAUL OrwiSIRO Job Reference (optional)__ -_.__ 7.250 s May 11 2011 MiTek Inc/trainee, Inc. Wed Ocl 2818:34:38 2011 Pape 1 ID: SOo3Avgb _Ms ?2ICuGnc2BAyicYW- EHZ7IO1w OwOgdZvBHTkNkMN1Tv ?IFIPprhQ7mylStl 1 16- 0`Q 24 -0-0 32-0-0 8.0.0 8-0-0 1 _. -8 -00 —{ 4x5 II 4 5x5 5x5 ST2 5 5x5 6 7 4x5 3x8 = 4x5 10 a 3x9 _ 3x5 1 -2 -12 F-- 16_0-0 8-04 • 3200 anw _ ..I Scale = 1:70.7 1I 0.2 -12 Plate Offsets (X,Y): (2:0- 2- 8,0- 2 -12]. (3:0 -2- 12,0 -2 -01 16:0 -8- 15,0 -2 -0], (6:1- 11- 7,0 -1 -8], (17:0- 1- 8,0 -1 -0], (20:0- 1- 8,0 -1 -0], (23:0- 1- 8,0 -1 -01 (36:0- 1- 8,0 -1 -0], [39:0- 1- 8,0 -1 -0], _ — — [42:0 - 1-8,0-1 -0] LOADING (psf) TCLL 25.0 TCDL 8.0 BCLL 0.0 * BCDL 2.0 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2009/TPI2007 CSI TC 0.78 BC 0.76 WB 0.60 (Matrix) DEFL In (loc) I /defl Vert(LL) -0.24 7 -9 >999 Vert(TL) -0.38 7 -9 >929 Horz(TL) 0.13 6 n/a L/d 360 240 n/a PLATES GRIP MT20 185/148 Weight: 206 Ib FT = 16% LUMBER TOP CHORD 2 X 4 HF No.1 &Btr `Except' T2: 2 X 4 DF 2250F 1.9E BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF No.2 *Except* W1: 2 X 4 HFISPF Stud /STD OTHERS 2 X 4 HF /SPF Stud /STD *Except* ST11: 2 X 4 HF No.2 SLIDER Right 2 X 8 DF No.2 3 -1 -12 REACTIONS (Ib /size) 6= 1032/0 -5-8 (min. 0- 1 -11), 1= 1032/0 -5 -8 (min. 0 -1 -11) Max Horz 1 =141(LC 4) Max Uplift6=- 183(LC 6), 1=- 183(LC 5) BRACING TOP CHORD BOT CHORD WEBS FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 1 -2 =- 25711447, 2-3 =- 12581269, 3.4 =- 1255/268.4 -5 =- 2438/440, 5- 6=- 2512/425 BOT CHORD 1 -10 =- 470/2360, 9 -10 =- 471/2357, 8 -9 =- 376/2317, 7 -8 =- 376/2317, 6-7=-375/2318 WEBS 2 -9 =- 16621434, 3 -9 =- 193/971, 4 -9 =- 1620/426 Structural wood sheathing directly applied or 2 -2 -0 oc purlins. Rigid ceiling directly applied or 8 -2 -9 oc bracing. 1 Row at midpt 2 -9, 4 -9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES (13) 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -05; 85mph; TCDL= 4.8pst; BCDL =1.2pst; h =25ft; Cat. 1I; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber 001 =1.33 plate grip DOL =1.33 3) Truss designed for wind Toads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable. or consult qualified building designer as per ANSI/TPI 1. 4) The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1 -4 -0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live Toads. 8) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord end any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 6 =183, 1 =183. 10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10,2 and referenced standard ANSUTPI 1. 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) This truss is designed for a creep factor 011.25. which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. 13) All dimensions given in feet - inches - sixteenths (FFIISS) format. LOAD CASE(S) Standard Job • riss 97132 Tha Truss Co.. Sumner WA / Eugene OR Truss Type FLAT GIRDER 4x4 - i Oty UPfy IRUSOALCONST /PAUL OAVIS/RO 35 i Job Reference (optional) 7.250 a May 11 2011 MITok Industries, Inc. Wed Od 26 16:34:39-26T Page 1 ID:SOo3Avgb Ms? 21CuGnc28AyicYW- EHZ7101w_ OwegdZvBHTkNkMYvT4AIMmPprho ?myPSII 1 -10-7 1-10-7 2x4 11 T1 W2 B1 1 -10-7 4x4 = 1 -10-7 Scale =1 :7.9 LOADING (psi) SPACING 2.0.0 CSI DEFL in (loc) I /deft Lid TCLL 25.0 Plates Increase 1.15 TC 0.08 Vert(LL) -0.00 4 >999 360 TCDL 8.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.00 4 >999 240 BCLL 0.0 • Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 3 nla n/a BCDL 2.0 Code IRC2009/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD 2 -0-0 oc purlins: 1 -2, except end verticals. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. WEBS 2 X 4 HF /SPF Stud/STD JOINTS 1 Brace at Jt(s): 1, 2 PLATES GRIP MT20 185/148 Weight: 7 Ib FT = 16% REACTIONS (Ib /size) 4= 55/0 -5 -8 (min. 0 -1 -8), 3= 55/0 -5 -8 (min. 0 -1 -8) Max Horz4= -19(LC 3) Max Uplift4=- 162(LC 11), 3 =- 162(1C 14) Max Grav4= 201(LC 10), 3= 201(LC 9) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -2 =- 288/289 BOT CHORD 3 -4 =- 298/299 WEBS 1- 3=- 358/358 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES (12) 1) Wind: ASCE 7 -05; 85mph; TCDL= 4.8psf; BCOL =1.2psf; h =25ft; Cat. II; Exp B; enclosed: MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide adequate drainage to prevent water ponding. 3) The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 4 =162, 3 =162. 7) This truss Is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a total drag load of 200 plf. Lumber DOL= (1.33) Plate grip DOL= (1.33) Connect truss to resist drag loads along bottom chord from 0 -0 -0 to 1 -10 -7 for 200.0 plf. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Design assumes 4x2 (fiat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. 11) This truss is designed for a creep factor 01 1.25, which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. 12) All dimensions given in feet- inches - sixteenths (FFIISS) format. LOAD CASE(S) Standard [Job Truss TAMS Type 97132 Inns MONO TRUSS The Truss Co.. Sumner WA / Eugene OR 7-0-0 7-0-0 jO1y Pty (RUSDAL CONSTIPAUL DAVISIRO 1 1 1 Job Reference_(optionaj) 1 7.250 s May 11 2011 M7ek s Industrie, In Wed Oct 26 16:3439 2011 Page I0:S003Avgb Ms721CuGnc26AyicYW- IT7Wk2Ylt2lSn8517 _zwxvdstM711X21UQzXCyPSIk 11-3-0 —I 4-3-0 2.83112- 10 3x4 2 Scale = 1:18.0 2x4 11 3 4 3x5 1-4-4 1-8-8 1-4-4 lr}4 44 11 12 LOADING (pst) SPACING 2 -0 -0 TCLL 25.0 Plates Increase 1.15 TCDL 8.0 Lumber Increase 1.15 BCLL 0.0 • Rep Stress Ina NO BCDL 2.0 Code IRC2009/TPI2007 7-0-0 5-3-8 CSI TC 0.50 BC 0.27 WB 0.41 (Matrix) 7 2x4 11 13 113-0 4-3-0 6 3x5 5 DEFL in (Ioc) 1 /dell Lid Vert(LL) -0.04 7 >999 360 Vert(TL) -0.06 1 -7 >999 240 Horz(TL) 0.02 6 n/a n!a PLATES GRIP MT20 185/148 Weight: 33 Ib FT = 16% LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF /SPF Stud /STD BRACING TOP CHORD Structural wood sheathing directly applied or 5 -2 -7 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. [ MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 6 =486 /Mechanical, 1= 399/0 -8 -8 (min. 0 -1 -8) Max Horz 1 =68(LC 4) Max Uplift6=- 131(LC 5), 1= -97(LC 3) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -8 =- 1008!238. 8- 9=- 982!241, 2- 9=- 927/243 BOT CHORD 1 -11 =- 250/950, 11 -12 =- 250/950, 7 -12 =- 250!950, 7 -13 =- 2501950, 6 -13 =- 250/950 WEBS 2 -6 =- 1005/281 NOTES (11) 1) Wind: ASCE 7 -05; 85mph; TCDL =4.8psf; BCDL =1.2psf; h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except (jt =1b) 6 =131. 7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 32 Ib up at 2-9-8, and 45 Ib down and 54 Ib up at 5 -7 -7, and 1771b down and 96 Ib up at 8 -5-6 on top chord, and 2 Ib up at 2 -9 -8 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 10) This truss Is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. 11) All dimensions given in feet - inches- sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 1- 3 = -66, 3- 4 = -16, 1 -5 = -4 Continued on page 2 I2 2 • rruss rss Type 0713 HIP1 MONO TRUSS The fluiseo., Sumnor WA / Eugene OR LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=4 9=-45 10=-177 11=0 12=-3 13=-11 Obi IFY IRUS0ALC0NSTJPAULDAS/RD 1 Job Reforence_(optional) 7.250 s May 11 2011 Mifekindustrtes, Inc. Wed Oct 28 16734:39 2011 Page 2 11):S0o3Avgb_Ms/22uGnc2BAyicYVV-iT7VVIQY1i2tSne51?_zwxyd9tMT1IXZ1UQ2XCyPSIk Job _ Truss Type C -� 1Tnrss � IOC 1 Ply RUSOAL CONST-PAUL DAVIS/RD 97132 HIP2 MONO TRUSS 1 Job Reference (pp6onal)- The Truss Co., Sumner WA r Eugene OR 7.250 s May 11 2011 MITek Induslrios, tnc. Wed Oct 26 16:34:39 2011 Page 1 1D: SOo3Avgb_ Ms? 21CuGnc2BAyicYW- i17Wk2Y1i2ISn8517 zwxvbrtMnlnpZlUQzXCyPSIk 6-33 7 -0-0 8 -1 -6 11 -3-0 5-3-3 1813 I— - �.�$ - - - -I— -- 31 70 Scalp = 1:18.0 2x4 11 4 6 4-1-7 4-1-7 _Plate Offsets (X,Y): (1:0 -1 -12 Edgel LOADING (psf) TCLL 25.0 TCDL 8.0 BCLL 0.0 " BCDL 2.0 2x4 II k)-4-4-6-11d 7.0.0 25.15 11-3 -0 4-3-0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Inc( NO Code IRC2009/TPI2007 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF /SPF Stud /STD CS! DEFL in floc} Ifdefl Lid PLATES GRIP TC 0.58 Vert(LL) -0.03 7-8 >999 360 MT20 185/148 BC 0.28 Vert(TL) -0.05 7 -8 >999 240 WB 0.26 Horz(TL) 0.01 7 n/a n/a (Matrix) Weight: 34 Ib FT = 16% BRACING -- .---- .___..- — TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 1= 227/0 -3 -8 (min. 0- 2 -12), 7= 418 /Mechanical, 9= 418/0.9 -4 (min. 0 -1 -8) Max Horz 9 =88(LC 4) Max Uplift1= -50(LC 3), 7=- 111(LC 5), 9 =- 104(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1- 10=- 636/142, 2- 10 =- 611/140, 2 -11 =- 657/160. 3.11 = - 608/158 BOT CHORD 1 -13 =- 1331610, 9 -13 =- 133/610, 9 -14 =- 170/610, 8 -14 =- 170/610, 8 -15 =- 170/610, 7 -15 =- 170/610 WEBS 3-7=-6451182. 2-9=-345/99 NOTES (11) 1) Wind: ASCE 7 -05; S5mph; TCDL =4.8psf; BCDL =1.2psf; h =25ft; Cal. II; Exp B; enclosed: MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) The bottom chord dead load shown Is sufficient only to cover the truss weight Itself and does not allow for any additional load to be added to the bottom chord. 3) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-8-0 tall by 2-0 -0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except (jt =1b) 7 =111, 9 =104. 7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 Ib up at 2 -9 -8, and 78 Ib down and 61 Ib up at 5 -7 -7, and 210 Ib down and 103 Ib up at 8-5-6 on top chord, and 2 Ib up at 2 -9 -8 on bottom chord. The deslgnlselection of such connection device(s) Is the responsibility of others. 10) This truss is designed for a creep factor of 1.25, which is used to calculate the total Toad deflection. The building designer shall verify that this parameter fits with the intended use of this component. 11) All dimensions given in feet - inches - sixteenths (FFIISS) format. LOAD CASE(S) Standard Continued on page 2 1Job Truss rrussiype 07132 HIP2 MONO TRUSS The Toss Co., Sumner WA 1 Eugene OR LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (p11) Vert: 1- 4 = -66, 4- 5 = -16, 1 -6 = -4 Concentrated Loads (lb) Vert: 10 =6 11 = -78 12= -210 13 =0 14 = -5 15 = -13 Qty Ply 1�RUSDAL CONST.JPAUL DAVISIRO- 1 Job Reference (o-ptional) 7.260 s May 11 2011 MiTek Industries, Ina Wod Oct 2616:34:38 2011 Pogo 2 ID:SOo3Avgb Ms7 2FCuGnc2BAyicYW- iT7Wk2Yli2tSn8517 _zwxvbrtMnlnpZlUQzXCyPSIk 1,16-b Truss "Truss Type Qty Ply RUSDAL CONSTRAUL DAVIS/RD 97132 J2 JACK 2 1 Job Reference (on_tional)___..__, The Truss Co., Sumner WA / Eugene OR 7.250 s May 11 2011 MiTek Industries, Inc. We Oecl 26113:34:36 2011 Page -1- ID:S0o3Avgb Ms721CuGnc2BAyicYW- T7Wk2Yli2tSn851 ?_zwxvk?tQs1rvZ1UQzXCyPSIk Plate Offsets (X,Y): [1:0- 1w12,0 -1- 8),11:0 -5 -12 Edge], LOADING (psf) SPACING 2-0-0 TCLL 25.0 Plates Increase 1.15 TCDL 8.0 Lumber Increase 1.15 BCLL 0.0 * Rep Stress Incr YES BCDL 2.0 Code IRC2009/TPI2007 1-11-11 1 -11 -11 1 -11 -11 1 -11 -11 CSI TC 0.06 BC 0.02 WB 0.00 (Matrix) Scale =1:6.1 DEFL in (loc) I /dell L/d Vert(LL) -0.00 1 >999 360 Vert(TL) -0.00 1 -3 >999 240 Horz(TL) -0.00 2 n/a n/a PLATES GRIP MT20 185/148 Weight: 4 Ib FT = 16% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD BOT CHORD 2 X 4 HF No.2 BOT CHORD REACTIONS (Ib /size) 1=68/0-3-8 (min. 0 -1 -8), 2= 64/0 -1 -8 (min. 0-1-8), 3= 4/0 -1 -8 (min. 0-1-8) Max Horz 1 =10(LC 3) Max Uplift1= -14(LC 3), 2= -18(LC 3) Max Grav1 =68(LC 1), 2 =64(LC 1), 3 =23(LC 2) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 1 -11 -11 oc purlins. Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing ✓- be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES (11) 1) Wind: ASCE 7 -05; 85mph; TCDL= 4.8psf; BCDL= 1.2psf; h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) The bottom chord dead load shown Is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 3) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -8 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verity that this parameter fits with the intended use of this component. 11) All dimensions given in feet - inches - sixteenths (FFRISS) format. LOAD CASE(S) Standard 197132 _ TFaii IJACK TYPE -- � tYPly 1 Job Reference7,`(optiona_IL ISIRD ^_ �._✓ _- __. - The Tnrss Co., Sumner WA f Eugene OR 7.260 s May 11 2011 MiTek Industries, Inc. Wed Oct 2016:34:40 2011 Pa6o 1 ID:SOo3Avgb_Ms421CuGnc2 BAyicYW- Afhuj43AV ?Ak3x1IJ VCT9RvmHm5m19lG8AW4eyPSr 1-11-11 I 1 -11 -11 4.00j12- 2 1 -11 -11 1 -11 -11 Plate Offsets (X,Y)JI :0 -1 -12 0- 1- 8Lj1:05- 12,EdgeJ Scale = 1:6.1 LOADING (psf) TCLL 25.0 TCDL 8.0 BC LL 0.0 • BC DL 2.0 SPACING 2-0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2009/TP12007 CSI 7C 0.06 BC 0.02 WB 0.00 (Matrix) DEFL in (Ioc) Ildefl Lid Vert(LL) -0.00 1 >999 360 Vert(TL) -0.00 1 -3 >999 240 Horz(TL) -0.00 2 n/a n/a LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 BRACING TOP CHORD BOT CHORD REACTIONS (Ib /size) 1= 67/0 -5 -8 (min. 0 -1 -8), 2= 63/0 -1 -8 (min. 0 -1 -8), 3= 4/0 -1 -8 (min. 0 -1 -8) Max Horz 1 =10(LC 3) Max Upliftl= -14(LC 3), 2= -18(LC 3) Max Grav1 =67(LC 1), 2 =63(LC 1), 3 =23(LC 2) PLATES GRIP MT20 185/148 Weight: 4 Ib FT = 16% Structural wood sheathing directly applied or 1 -11 -11 oc puffins. Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES (11) 1) Wind: ASCE 7 -05; 85mph; TCDL= 4.8psf, BCDL= 1.2psf; h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added 10 the bottom chord. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live Toad of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TP1 1. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) This truss is designed for a creep factor of 125, which is used to catculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. 11) All dimensions given in feet - inches - sixteenths (FFIISS) format. LOAD CASE(S) Standard LOADING (psi) TCLL 25.0 TCDL 8.0 BCLL 0.0 • BCDL 2.0 rUSS TrussTyppe97132 JACK 7be Thus Co., Sumer WA /Eugene OR - - - - --- - -- - -- - - -� -- Dry pi -- 3 1 RUSDAL CONST/PAUL DAVIS/RD Job Referenceloptionalj 7.250. s May 11 2011 MITek Industries, Inc. Wed Oct 25 15:34:40 2011 Pag9e 1 ID: SOo3Avgb_ Ms12lCuGnc2BAyICYW- Afhuj43AV7Ak3xjlJ VCT9RunHmmm19iG8AW4eyPSlj 3 -11 -11 3-11-11 i 2 1-0-0 1-0-0 3x4 1212t a2.12 2-8-15 DEFL in (loc) 1/dell Ud Vert(LL) -0.00 1 -3 >999 360 Vert(TL) -0.00 1 -3 >999 240 Horz(TL) -0.00 2 n/a n/a SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2009/TPI2007 CSI IC 0.12 BC 0.04 WB 0.00 (Matrix) LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 Scale 1:9.4 PLATES GRIP MT20 185/148 Weight: 9 Ib FT = 16% BRACING TOP CHORD BOT CHORD REACTIONS (lb /size) 2= 89/0 -1 -8 (min. 0 -1 -8), 3= 5/0 -1 -8 (min. 0 -1 -8), 1= 94/0 -5 -8 (min. 0 -1 -8) Max Horz 1 =28(LC 3) Max Uplift2 = -29(LC 3), 1 = -15(LC 3) MaxGrav2 =89(LC 1), 3 =32(LC 2), 1 =94(LC 1) Structural wood sheathing directly applied or 3 -11 -11 oc puffins. Rigid ceiling directly applied or 10 -0 -0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.__ .._, FORCES (Ib) - Max. Comp. /Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES (11) 1) Wind: ASCE 7 -05; 85mph; TC0L =4.8psf, BCDL =1.2psf; h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip 001 =1.33 2) The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional toad to be added to the bottom chord. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live Toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 1. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) This truss is designed for a creep factor of 1.25, which is used to calculate the total toad deftection. The building designer shall verify that this parameter fits with the intended use of this component. 11) All dimensions given in feet- inches - sixteenths (FFIISS) format. LOAD CASE(S) Standard Job 09/132 1Tfuss J4A Tho Tnrss Co., Sumner WA I Eugone OR Truss Type JACK Qty lPly RUSDAL CONST./PAUL DAVIS/RD 1 1 Job Referenceloptional)__.__ —_ 7.2505 May 11 2011 MiTek hdustiles, Inc, Wed Oct 2616:34:41 2011 Page 1 ID: SOo3Avgb_ Ms? 21CuGnc2BAyicYW- esFGwQ4pGJIbh5lUlQoR ?M_t gg4LVIPsVov4c4ypSii 3 -11 -11 -- - - — I 3-11-11 4.00112 2 Bt 3x4 3x4 Plate Offsets (AQI (1;0- 0- t2Ed�ej LOADING (psf) TCLL 25.0 TCDL 8.0 BCLL 0.0 BCDL 2.0 SPACING 2-0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina YES Code IRC2009/TPI2007 CSI TC 0.24 BC 0.08 WB 0.00 (Matrix) Scale = 1:9.4 DEFL in (loc) l/defl L/d Vert(LL) -0.01 1 -3 >999 360 Vert(TL) -0.01 1 -3 >999 240 Horz(TL) -0.00 2 n/a n/a PLATES GRIP MT20 185/148 Weight: 9 Ib FT = 16% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD BOT CHORD 2 X 4 HF No.2 BOT CHORD REACTIONS (lb /size) 1 =129/0 -5 -8 (min. 0 -1 -8), 2= 122/0 -1 -8 (min. 0 -1 -8), 3 =7/0 -1 -8 (min. 0 -1 -8) Max Horz 1 =28(LC 3) Max UpfIft1= -25(LC 3), 2= -37(LC 3) Max Grav1 =129(LC 1), 2 =122(LC 1), 3 =44(LC 2) Structural wood sheathing directly applied or 3 -11 -11 oc purlins. Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or Tess except when shown. NOTES (11) 1) Wind: ASCE 7 -05; 85mph; TCOL =4.8psf; BCDL =1.2psf; h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber 001 =1.33 plate grip DOL =1.33 2) The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 3) This truss has been designed for a 10.0 psi bottom chord live toad nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at Joint(s) 2, 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/I -PI 1. 9) "Semi -rigid pitchbreaks with fixed heels Member end fixity model was used in the analysis and design of this truss. 10) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. 11) All dimensions given in feet - inches - sixteenths (FFIISS) format. LOAD CASE(S) Standard J Truss ype Qf Pfy RUSDAL CONSTJPAUL DAVISIRD 7132--- -- ----- -._. _ J6 ...._ JACK .__._.�_. -.. —_ —.. —_ _._...._....._- _._.. -.._ 3_...._...___�w. - -' Job Reference.(optional) The Truss Co., Sumner WA r Eugane OR • 7.250 a May 11 201i Welt Industries, Inc. Wed Oct 2616:34:41 2011 Pago i ID:SOo3Avgb Ms721CuGnc2BAyicYW- esFGwQ4pGJIbh5IUtQ0R 7M_6g3TVIPsVov4c4yPSIi 5 -11 -11 5-11-11 l 1 3x4 1.0 x1.2 .13 1 -0.0 0 2 -1 4.00112 Scale = 1:12.8 2 91 5 -11 -11 4-8 -15 --4 LOADING (psf) TCLL 25.0 TCDL 8.0 BCLL 0.0 • BCDL 2.0 SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2009/TPI2007 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 CSI TC 0.40 BC 0.14 WB 0.00 (Matrix) DEFL in (Ioc) 1/deb L/d Vert(LL) -0.03 1-3 >999 360 Vert(TL) -0.04 1 -3 >999 240 Horz(TL) -0.00 2 nla n/a BRACING TOP CHORD BOT CHORD REACTIONS (Ib /size) 2= 15510 -1 -8 (min. 0 -1-8), 3 =9/0 -1-8 (min. 0 -1 -8), 1 =164/0 -5.8 (min. 0 -1 -8) Max Horz 1 =47(LC 3) Max Uplift2= -50(LC 3), 1= -28(LC 3) Max Grav2= 155(LC 1), 3 =58(LC 2), 1= 164(LC 1) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. PLATES GRIP MT20 185/148 Weight: 13 Ib FT = 16% Structural wood sheathing directly applied or 5 -11 -11 oc purtins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES (11) 1) Wind: ASCE 7 -05; 85mph; TCDL =4.8psf, BCDL= 1.2psf; h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip 001 =1.33 2) The bottom chord dead toad shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 1. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. 10) This truss Is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. 11) All dimensions given in feet - inches - sixteenths (FFIISS) format. LOAD CASE(S) Standard Job [Truss nrT" ss Type 07132 J6A JACK Tho Truss Co.. Sumner WA / Eupona OR Qty. Ply (RUSDAL CONSTJPAUL DAMISJRDD 1 1 1 ( �JobReferencejoptional) 7.250 s May 11 2011 MiTo1 Industrios, Irtc. Wed Od 2616:34:41 2011 Papa 1 I D:SOo3Avgb_Ms ?2ICuGnc2 BAyicY W-esF GwQ4pGJ Ibh5t UtQOR 7M_xrg2lMPsVov4c4y PS11 5 -11 -11 - - -1 5-11-11 4.00112- 3x4 3x4 3-2 -12 81 5 -11 -11 2 3-2-12 Plate Offsets (X Y): (1:0- 0- 12,Edge] 2 -8 -15 Scats = 1:12.8 LOADING (psf) SPACING 2-0 -0 TCLL 25.0 Plates Increase 1.15 TCDL 8.0 Lumber Increase 1.15 BCLL 0.0 " Rep Stress Inc: YES BCDL 2.0 Code IRC2009/TPI2007 CSI TC 0.81 BC 0.21 WB 0.00 (Matrix) DEFL In (loc) 1 /dell L/d Vert(LL) -0.07 1 -3 >999 360 Vert(TL) -0.08 1 -3 >810 240 Horz(TL) -0.00 2 n/a n/a PLATES GRIP MT20 185/148 Weight: 13 Ib FT = 16% LUMBER TOP CHORD 2 X 4 HF No.2 130T CHORD 2 X 4 HF No.2 BRACING TOP CHORD BOT CHORD REACTIONS (Ib /size) 1=199/0-5-8 (min. 0 -1 -8), 2= 188/0.1 -8 (min. 0 -1 -8), 3= 11/0 -1 -8 (min. 0 -1 -8) Max Herz 1 =47(LC 3) Max Uplift / = -37(LC 3), 2= -58(LC 3) Max Grav1= 199(LC 1), 2= 188(LC 1), 3 =68(LC 2) Structural wood sheathing directly applied or 5 -11 -11 oc purlins. Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES (11) 1) Wind: ASCE 7 -05; 85mph; TCDL= 4.8psf; BCDL= 1.2ps1 h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) The bottom chord dead Toad shown is sufficient only to cover the truss weight itself and does not allow for any additional bad to be added to the bottom chord. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 'Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. 11) All dimensions given in feet - Inches- sixteenths (FFIISS) format. LOAD CASE(S) Standard ,fob _ , Truss Tuuss Typo City ly f2USDAL CONST.IPAUL DAVIS/RD Ifl7132 1J8 1MON0 TRUSS -_. -- _ - -`_ �fl _ 1Job Reference (optionalj_ The Truss Co.. Sumner WA / Eugene OR ) LOADING (psf) TCLL 25.0 TCDL 8.0 BCLL 0.0 * BCDL 2.0 3x4 1-0-0 t11 1-0-0 d-2 -17 7.250 s May 11 2011 MiTek Industries. Inc. Wed Od 2816:34:41 261 -Page 1 ID :SOo3Avgb Ms? 21CuGnc26AyicYW- esFGwQ4pGJIbh51UtQOR ?M_tggluViPsVov4c4yPSli 8-0-0 —� 8-0-0 2 4.00 01 �3 8-0-0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2009/TPI2007 CSI TC 0.88 BC 0.30 WB 0.00 (Matrix) 6-9-4 Scale = 1:15.8 DEFL in (loc) I /deg Ltd Vert(LL) -0.13 1 -3 >615 360 Vert(TL) -0.16 1 -3 >492 240 Horz(TL) -0.00 2 n/a n/a PLATES GRIP MT20 185/148 Weight: 18 Ib FT = 16% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD BOT CHORD 2 X 4 HF No.2 BOT CHORD REACTIONS (Ib /size) 2 =22110 -1-8 (min. 0 -1 -8), 3 =13 /Mechanical, 1= 235/0 -5 -8 (min. 0 -1 -8) Max Horz 1 =65(LC 3) Max Uplift2= -72(LC 3), 1 = -41(LC 3) Max Grav2 =221(LC 1), 3 =80(LC 2). 1 =235(LC 1) Structural wood sheathing directly applied. Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES (12) 1) Wind: ASCE 7 -05; 85mph; TCDL =4.8psf; BCDL =1.2psf; h =25ft; Cat. 11; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) The bottom chord dead Toad shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 4) " 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 1. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 9) This truss Is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10,2 and referenced standard ANSI/1'P' 1. 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. 12) All dimensions given in feet - Inches- sixteenths (FFIISS) format. LOAD CASE(S) Standard 1 FILE c Pacific engineering Technologies 410' EL MATADOR APARTMENTS 14828 Military Road South Tukwila, WA Job No.: 11243.00 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 8 2011 City of Tukwila BUILDING DIVISION Structural calculations for the repair of structural framing damaged by a fire to the El Matador Apartments. Design is in accordance with the International Building Code 2009 Edition. RECEIVE NOV 16 2011 13 •:' 7 CENTER Project No: Date: Sheet: Of: Project Name: At ATA cY14:.. Comp. By: _S Chk. By: Contents: Pacific Engineering Technologies 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington 98109 Telephone: [206] 281 -7500 0 Facsimile: [206] 281.4611 (800]621 -7300 .i- ie aU S Project No: I 1 Z'-1-'3 Date: Project Name: Aterritfrbe., Sheet Of: Comp. By J r= Chk. By • 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington 98109 Contents: Telephone: 120612814500 0 Facsimile: 12061281.4611 180016214300 144 k-u Project No: ) 1 2' 3 Date: Sheet: Df: Project Name: c M ikT ft 0 r‘. Comp. By: A f" Chk. By: Contents: 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington 98109 Telephone: 12061 281-7500 0 facsimile: [2061281.4611 [8001621.7300 s .E IDS ' . PAT A .. _ '1 c P u Project No: I l 243 Date: Sheet: Project Name: S4.- /1444r"4.0c4 ►"C. Comp. By: 5SPF Chk. By: Contents: • 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington 98109 Telephone: [2061 281 -7500 0 Facsimile: [206] 281-4611 [800] 621.7300 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -371 DATE: 11 -16 -11 PROJECT NAME: EL MATADOR APARTMENTS - FIRE REPAIR SITE ADDRESS: 14828 MILITARY RD S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Bi ildinguivision .■1 Pu Ic Works f rm 11.x' Fire Prevention P anning Division II Structural ❑ Permit Coordinator 11 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -17 -11 Complete EJ Incomplete ❑ Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route EZ Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 12-15-11 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name PAUL DAVIS REST /W KING CNTY UBI No. 602554001 Phone 2063643000 Status Active Address 15004 35Th Ave W, Ste A License No. PAULDDR954RA Suite /Apt. License Type Construction Contractor City Lynnwood Effective Date 1/18/2006 State WA Expiration Date 4/14/2012 Zip 98087 Suspend Date County Snohomish Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company KC RESTORATION LLC iated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status PAULDDR893NA PAUL DAVIS RSTRTN OF OLYMPIA Construction Contractor General Unused 8/1/2011 8/1/2013 Active Business Owner Information Name Role Effective Date Expiration Date KC RESTORATION LLC Partner /Member 12/01/2005 Bond Amount COCHRAN, KATHRYN L Partner /Member 01/13/2006 253621C THODE, LAWRENCE G Partner /Member 04/12/2010 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 Developers Surety & Indem Co 253621C 09/10/2011 Until Cancelled $12,000.0009/06 /2011 3 American Contractors Indem CO 100138029 09/10/2010 Until Cancelled 11/03/2011 $12,000.0009/10 /2010 2 AMERICAN CONTRACTORS INDEM CO 100045443 04/02/2008 Until Cancelled 09/27/2010 $12,000.0004/14 /2008 1 MERCHANTS BONDING CO (MUTUAL) WA15200 12/08/2005 Until Cancelled 12/19/2007 $12,000.0012/30 /2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date American 5 Safety ENV0281931101 02/19/2011 02/19/2012 $1,000,000.0002 /18/2011 Indemnity Co 4 GEMINI INS CO BGR100115300 02/19/2010 02/19/2012 $1,000,000.0001 /12/2011 3 WESTCHESTER FIRE INS CO G24061589001 02/19/2009 02/19/2010 $1,000,000.0002 /18/2009 2 CENTURY CCP527909 02/19/2008 02/19/2009 $1,000,000.00 04/14/2008 SURETY CO 1 FIRST SPECIALTY INS FGL2290057312 12/19/2005 12/19/2007 $1,000,000.0012 /08/2006 CORP 00 https: / /fortress.wa. gov /lni/bbip /Print. aspx 12/02/2011 NEW PRE - MANUF. JACK TRUSSES AT 2' -0" O.C. NEW ROOF RAFTER TAILS AT 2' -0" O.C. CUT EXIST. ROOF RAFTERS PER DETAILS AT 16" O.C. AND LEAVE RAFTER TAILS TO REMAIN 9/28/2011 1 1243.wd.sl .dwg CUT EXIST. ROOF RAFTERS PER DETAILS AT 16" O.C. AND LEAVE RAFTER TAILS TO REMAIN ROOF FRAMING PLAN SCALE: 1/8" = I' -0" REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division, NOTE: Revisions will require a new plan submit"-1 and may include additional plan revew fe^_. CEILING JOIST BEAM FOR TRUSSES, REF. CEILING FRAMING PLAN ON SHEET 2 NEW PRE - MANUF. GIRDER TRUSS NEW ROOF RAFTER TAILS AT 2' -0" O.C. CUT EXIST. ROOF RAFTERS PER DETAILS AT 16" O.C. AND LEAVE RAFTER TAILS TO REMAIN NEW PLYWOOD ROOF SHEATHING, TYP. NEW ATTIC DRAFT STOP IN ACCORDANCE WITH IBC SECTIONS 111.3.1 AND 111.4.2. LOCATE ABOVE INTERFACE BETWEEN UNITS 204/205 AND 206/201. USE 5/8" TYPE 'X' GWB WITH ALL JOINTS BACKED AND PENETR4TIONS SEALED. NEW PRE- MANUF. ROOF TRUSSES AT 2' -0" O.C. NEW PRE - MANUF. GIRDER TRUSS CEILING JOIST BEAM FOR TRUSSES, REF. CEILING FRAMING PLAN ON SHEET 2 NEW 2x HIP, (4) PLACES NEW PRE - MANUF. JACK TRUSSES At 2' -0" O.C. NOTES REGARDING HEADERS CONTRACTOR TO REMOVE AND REPLACE HEADERS OVER 8' -0" WINDOW WITH (2) 1 3/4 "x1 1/4" LVL'S. REFERENCE CEILING FRAMING PLAN NOTES REGARDING BUILDING SEPARATIQN BUILDING ROOF FRAMING LAYOUT TO MATCH EXISTING, INCLUDING EAVE OVERHANG AND FACIA. EXISTING ADJACENT BUILDING SEPARATION CURRENTLY VARIES AND IS APPROXIMATELY 16 1/2" (NEAR THE NE CORNER) AND 21" (NEAR THE SE CORNER) AT ROOF EAVES. THIS DISTANCE IS TO REMAIN BETWEEN BUILDINGS. CONTRACTOR TO CONFIRM EXISTING CONDITIONS AND VERIFY THAT THE NEW EAST SIDE FASCIA DOES NOT EXTEND FURTHER THAN THE EXISTING CONDITIONS. 1,MMO NM= WORK THIS PERMIT, SHOWN SHADED (UNITS 103 -I08, 203 -208) MEND 0 CLUB HOUSE SITE PLAN INA SCALE: I" = 40' -0" STRUCTU RAL NOTES CONT.: MISCELLANEOUS: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. REPETITIVE FEATURES MAY BE DRAWN OR CALLED OUT ONCE, BUT 51-1ALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY STANDARDS. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS NAVE BEEN INSTALLED. SAFETY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, SHORING, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITION ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE REQUIRED AND /OR IMPLIED DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE DOES NOT, AND IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN ON OR NEAR THE CONSTRUCTION SITE. FRAMING NOTES: ROOF FRAMING: PROVIDE CONTINUOUS 2x SOLID BLOCKING FOR TRUSSES AT THE SUPPORTS. TOP PLATES SPLICE: WHERE UPPER TOP PLATE IS DAMAGED, REMOVE 6" PAST THE DAMAGE AND NAIL TO THE LOWER TOP PLATE WITH 10d NAILS AT 4" O.G. WHERE BOTH TO PLATES NEED TO BE REMOVED AND REPLACED, LAP THE PLATES A MINIMUM OF 2' -0" AND NAIL WITH 106 NAILS AT 4" O.C. IF 2' -0" OVERLAP CANNOT BE ACHIEVED, INSTALL SIMPSON MST21 STRAP WITH (30) 10d NAILS* AT DOUBLE TOP PLATES SPLICE. ROOF SHEATHING: APPLY 19/32" PLYWOOD NAILED TO JOISTS WITH 8d NAILS AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND AT 12" O.C. ALONG INTERMEDIATE SUPPORTS. FILE COPY Permit No. 10\ Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By Date City Of Tukwila BUILDING DIVISION PROJECT NARRATIVE THE PURPOSE OF THIS DRAWING IS TO SHOW THE DETAILS NECESSARY TO REPAIR THE STRUCTURAL DAMAGE TO THE ROOF FRAMING CAUSED BY A RECENT FIRE AND TO RESTORE T1-IE BUILDING TO ITS PRE -FIRE DAMAGED CONDITION NO REVIEW HAS BEEN MADE OF THE ADEQUACY OF UNDAMAGED FRAMING MEMBERS. ARCHITECTURAL DETAILING SUCH AS, BUT NOT LIMITED TO: ROOFING, WATERPROOFING, EXTERIOR SIDING, FLASHING, VENTILATION, WINDOWS, DOORS, INSULATION, INTERIOR FINISHES, FIRE SEPARATION, ETC. IS NOT INCLUDED IN THIS DRAWING. s 14th St 3 148t 81 `. o" 8 8081 St Pep WU Showgirls 'Q Airport,` VICINITY MAP f NO SCALE 400 ASSESSOR'S No.: 004100 -0010 LEGAL DESCRIPTION: ADAMS HOME'' TRS 1ST ADD 2 4 S 18.6 FT OF 3 ST RUCTURAL. NOTES: REVIEWED FOR CODE COMPLIANCE APPROVED Nov 2 8 2011 u 19 ISION THE INTERNATIONAL BUILDING CODE (IBC) 2009 EDITION, WITH THE CITY OF SEATTLE AMENDMENTS. 1_ I VE LOADS: ROOF SNOW LOA 25 PSF NAILS: ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE SPECIFIED OR APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. NAILING SHALL 5E IN ACCORDANCE W/ NAILING SCHEDULE TABLE 2304.9.1 N THE IBC 2009 EDITION. 8d COMMON 2 1/2" x .131" DIA. W/ 9/32" DIA. HEAD 106 COMMON 3" x .148" DIA. W/ 5/16 DIA. HEAD 16d COMMON 3 1/2" x .162" DIA. W/ 11/32" DIA. HEAD SUBSTITUTION OF BOX OR COOLER NAILS IS NOT ACCEPTABLE. LIGHT GAUGE. FRAMING CONNECTORS: CONNECTORS 51-1Al:k at FASTENED TO THE FRAMING MEMBERS USING THE NUMBER AND TYPE OF FASTENERS CALLED FOR BY MANUFACTURER. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, DUBLIN, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE ICC -ES APPROVAL FOR EQUAL LOAD CAPACITIES. HANGERS AND CLIPS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE ZMAX /HDG GALVANIZED CONNECTORS. ALL HANGER FASTENERS USED WITH ZMAX /HDG GALVANIZED CONNECTORS SHALL BE HOT- DIPPED GALVANIZED PER ASTM A153= OR SOS SCREWS WITH DOUBLE BARRIER COATING. STRUCTURAL LUMBER 4 TIMBER: ALL LUMBER 51-IALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING RULES FOR WESTERN LUMBER. USE THE FOLLOWING SPECIES AND MINIMUM GRADE: WALL PLATES D.F. -L "2 Fc = 625 PSI RAFTERS D.F. -L *1 Fb = 1,000 PSI OR 02 Fb = 900 PSI ALL PLYWOOD SHALL BE APA RATED 514EATHING, EXPOSURE I GRADE C -D WITH A MIN. SPAN RATING OF 32/16 FOR ROOF AND 24/0 FOR WALLS OR USE ORIENTED STRAND BOARD, GRADE 2 -M -W. ALL ABUTTING PANELS SHALL HAVE 1/8" GAP AS RECOMMENDED BY AMERICAN PLYWOOD ASSOCIATION. ALL LUMBER IN CONTACT WITH GROUND OR CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD C2 WITH AMMONIACAL COPPER ZINC ARSENATE (ACZA) TO 0.25 PCF RETENTION WITH AN ASSAY ZONE 0.4" IN DEPTH. PAINT ALL SCARS, CUTS AND DRILL HOLES WITH TWO COATS OF COPPER NAPTHENATE OR CREOSOTE. MICROLLAM LVL: MANUFACTURED BY !LEVEL- BY WEYERHAEUSER LVL MEMBERS SHALL BE Fb =2600 PSI, GRADE L9E AND BE IN ACCORDANCE WITH ICC -ES ESR -1381. ROOF TRUSSES: ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND FABRICATED IN ACCORDANCE WITH SECTION 2303.4 OF THE 2009 IBC, USING DOUGLAS FIR -LARCH OR HEM -FIR MEMBERS. MEMBERS SHALL BE OF THE MINIMUM SIZE SHOWN ON THE PLANS OR LARGER AS REQUIRED BY TRUSS DESIGNER ALL TRUSS PLATES SHALL BE IBC APPROVED AND DESIGNED TO TRANSMIT 100% OF THE MEMBER LOAD DETERMINED BY THE TRUSS ANALYSIS. THE HEEL CONNECTIONS SHALL BE DESIGNED CONSIDERING THE EFFECTS OF ECCENTRIC LOADING. TRUSS PLATES SHALL BE INSTALLED ONTO CHORD MEMBERS SO THAT A MINIMUM OF 1 1/2" CONTINUOUS CONTACT WIDTH BE PROVIDED FOR 2x4 CHORD MEMBERS, AND 2" CONTACT FOR 2x6 CHORD MEMBERS. THE CONTACT AREA OF A PLATE SHALL NOT INCLUDE AREA OF A WEB OR CHORD MEMBER LOCATED WITHIN 1/2" OF THE END OF THAT MEMBER EACH TRUSS SHALL BE PERMANENTLY MARKED ON THE BOTTOM CHORD, GIVING THE MANUFACTURER'S COMPANY NAME, THE DESIGN LOAD, AND THE SPACING OF THE TRUSSES. THE FABRICATOR: aALL SUBMIT SHOP DRAWINGS AND IBC VERIFICATION OF ALLOWABLE STRESSES OF .RUSS PLATES TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. SEPARATE HERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION b11%-37 RECEIVED NOV 16 2011 PERMIT CENTER ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2011 0 oD O c2 E o 0 0 m v r 0 0. 0. t 0 cn oT.: al) � 0 o 0 ,_, czaz if, 0 W ■ a _J 1 MILITARY ROAD 5. 1 Job No. 11.2,q 3,00 NEW 2x8 BLOCKING. ATTACH TO TRUSS 4 ROOF RAFTER PER SECTION 5 NEW PRE-MANUF. ROOF TRUSS NEW 2x BLOCKING. PROVIDE VENT HOLES NEW PLYWOOD ROOF SHEATHING NEW 2x6 BLOCKING W/ BEVELED EDGE PANEL EDGE NAILING PER STRUCT. NOTES NEW 2x BLOCKING. PROVIDE SCREENED VENT HOLES EXIST. PLYWOOD SHEATHING NEW 2x8 BLOCKING. ATTACH TO TRUSS 4 ROOF RAFTER PER SECTION 5 SIMPSON H2.5 (CONT. 2x PLATE TO TRUSS) LW MIN. (3) NAILS INTO CONT. 2x PLATE NEW 2x BLOCKING. PROVIDE VENT HOLES SECTION NEW 2x6 BLOCKING. ATTACH BLOCKING TO CEILING JOIST W/ (3) 16d FACE NAILS EA. END. STAGGER BLOCKING AS REQ'D NEW SIMPSON 435 CLIP AT EA. TRUSS BLOCK EXIST. WOOD FRAMED WALL SCALE: 3/4" : 1' -0" NEW PLYWOOD ROOF SHEATHING NEW FASCIA TO MATCH EXIST. TRUSS BRACING PER TRUSS MANUFACTURER EXIST. 2x- CEILING JOISTS TO REMAIN (NEW JOISTS AT SIM SECTION) NEW CONT. lx BRACE PER PARTIAL CEILING FRAMING PLAN THIS SHEET (OVERLAP MIN. 4' -0 "). NAIL TO EACH CEILING JOIST W/ (2) 16d NAILS CUT EXIST. 2x ROOF RAFTER LEAVE RAFTER TAIL TO REMAIN. (NEW 2x8 RAFTER TAIL NAILED TO TRUSS UJ/ I0d AT 6" O.C. AT SIM SECTION) SIMPSON H2.5 (CONT 2x PLATE TO TRUSS) UJ/ MIN. (3) NAILS INTO CONT. 2x PLATE NEW 2x6 CONT. PLATE. LOCATE ct IN ACCORDANCE W/ TRUSS MANUF. (MAX. 2' -0" FROM INTERIOR FACE OF WALL. SCREW TO BLOCKING W/ *8 (0.164 "4) x4" LONG WOOD SCREWS AT 8" O.C. CUT EXIST. 2x ROOF RAFTER LEAVE RAFTER TAIL TO REMAIN. (NEW 2x8 RAFTER TAIL AT SIM SECTION) NEW SIMPSON A35 CLIP AT EA. TRUSS BLOCK NEW 2x BLOCKING NEW 2x4 OUTRIGGER AT 2' -0" D.C. NEW PRE - MANUF. GIRDER TRUSS CONNECTION TO BE DETERMINED BY TRUSS MANUF. NEW PRE - MANUF. JACK TRUSS 1 NEUJ CONT. 2x6, BREAK AT 1x BRACING. SCREW TO (3) LVL BEAM W/ *8 (0.164 "4) x4" LONG WOOD SCREWS AT 8" O.C. ATTACH Ix BRACE TO BLOCKING W/ (4) 10d NAILS PANEL EDGE NAILING PER STRUCT. NOTES NEW PLYWOOD ROOF SHEATHING NEW 2x BLOCKING. PROVIDE SCREENED VENT HOLES EXIST. 2x ROOF RAFTERS (NEW 2x ROOF RAFTERS NAILED TO JACK TRUSSES W/ I0d NAILS AT 6" D.C. AT SIM SECTION) EXIST. WOOD FRAMED WALL EXIST. WOOD FRAMED WALL BELOW NEW 2x BLOCKING 1- EXIST. FASCIA TO REMAIN EXIST. 2x RAFTER TAILS TO REMAIN 9/28/2011 1 1243.wd.S2.dwg NEW FLAT 2x 1 NEW (3) 1 3/4 "x LVL BEAM. LOCATE IN ACCORDANCE W/ TRUSS MANUF. (MAX. 3' -0" FROM INTERIOR FACE OF WALL) ATTACH TO SUPPORTING WALLS PER PARTIAL CEILING FRAMING PLAN THIS SHEET EXIST. 2x- CEILING JOIST (NEW (2) 2x6 CEILING JOIST AT SIM SECTION) NEW 2x BLOCKING. ALIGN W/ NEW 1x CEILING JOIST BRACES. REF. PARTIAL CEILING FRAMING PLAN THIS SHEET NEW SIMPSON 435 CLIP AT EA. TRUSS BLOCK (3) 10d FACE NAILS, EA. END (THRU TRUSS INTO BLOCKING) 1 NEW 2x BLOCKING SECTION SCALE: 3/4" : 1' -0" NEW SIMPSON LUS26 HANGER EXIST. CEILING JOISTS (NEW CEILING AT SIM SECTION) NEW CONT. Ix BRACE PER PARTAIL CEILING FRAMING PLAN THIS SHEET SECTION 3 SCALE: 3/4" : I' -0" NEW PRE- MANUF. ROOF TRUSSES PER PLAN (3) 10d FACE NAILS (THRU BLOCKING INTO RAFTER) EXIST. 2x CEILING JOISTS TO REMAIN NEW 2x BLOCKING BETWEEN TRUSS TOP CHORDS (2)16d NAILS PANEL EDGE NAILING PER STRUCT. NOTES NEW PRE - MANUF. TRUSS BLOCKING NEUJ PLYWOOD ROOF SHEATHING NEUJ SIMPSON H1 CLIP AT EA. TRUSS BLOCK NEW SIMPSON A34 CLIP 2x- BLOCKING AT TOP CHORD ATTACHMENTS SECTION 2 SCALE: 3/4" : 11 -0" NEW PREMANUFACTURED TRUSS PER PLAN NEW PREMANUFACTURED TRUSS PER PLAN NEW CONT. 1x BRACE PER CEILING FRAMING PLAN EXIST. CEILING JOISTS TO REMAIN EXISTING CEILING TO REMAIN NEW PRE - MANUF. ROOF TRUSS EXIST. 2x- CEILING JOISTS TO REMAIN NEUJ 2x4 CONT. PLATE. SCREW TO BLOCKING W/ *8 (0.164 "4) x 4" LONG WOOD SCREWS AT 8" O.C. EXIST. WOOD FRAMED WALL REVIEWED FOR CODE COMPLIANCE APPROVED Nov 2 8 2011 City of Tukwila BUILDING DIVISION ATTACH 1x BRACE TO BLOCKING W/ (4) 10d NAILS, TYP. SECTION 4 SCALE: 3/4" = 1' -0" NEW 2x BLOCKING, PER PARTIAL CEILING FRAMING PLAN ALIGN W/ lx BRACE 0 N 1- 4 1 SIM NEUJ 2x8 CEILING JOISTS AT 16" O.C. TO MATCH EXISTING N 1- 4 EXIST. CEILING JOISTS TO REMAIN F NEW 2x8 BLOCKING Z UNDER TRUSS ■ BEARING PLATE 0 1- 4 281-0"± (4) 2x4 COLUMN FOR (2) FLOORS 11 (4) 2x4 COLUMN FOR (2) FLOORS PARTIAL CEILING FRAMING PLAN SCALE: I/8" = 1' -0" 12 -112 ± MATCH EXIST. (3) 1 3/4 "x1 1/4" LVL LOCATE APPROX. 2' -0" FROM FACE OF WALL IN ACCORDANCE W/ TRUSS MANUFACTURER'S SUPPORT REQUIREMENTS (MAX. 3' -0" FROM INTERIOR FACE OF WALL) ATTACH BEAM TO SUPPORTING WALL TOP PLATES (INTERIOR AND EXTERIOR WALLS) W/ SIMPSON HG410 AND SCREWS EXIST. CEILING JOISTS TO REMAIN NEW (2) 1 3/4 "x 1 1/4 ", TYP. EA. UNIT (6 PLACES) NEW CONT. 1x4 CEILING JOIST BRACE. OVERLAP MIN. 4' -0" AT MIDSPAN OF CEILING JOISTS SOLID EAST/WEST 2x8 BLOCKING TYP. AT END WALLS AND EA. SIDE OF UNIT WALLS (3) 1 3/4 "x1 1/4" LVL LOCATE APPROX. 2' -0" FROM FACE OF WALL IN ACCORDANCE UJ/ TRUSS MANUFACTURER'S SUPPORT REQUIREMENTS (MAX. 3' -0" FROM INTERIOR FACE OF WALL) ATTACH BEAM TO SUPPORTING WALL TOP PLATES (INTERIOR AND EXTERIOR WALLS) W/ SIMPSON 1-1G410 AND SCREWS NOTE: REMOVE EXIST. 2x4 CEILING BRACES AFTER Ix BRACES ARE INSTALLED 12 —14± MATCH EXIST. NOTE: CONTRACTOR AND TRUSS MANUFACTURER TO VERIFY THAT LOWER PORTION OF TRUSS TOP CHORD ALIGNS WITH TOP OF EXISTING OVERHANG RAFTERS TO REMAIN NEW PRE - MANUF. GIRDER TRUSS TYPICAL TRUSS PROF I L E SCALE: 1/4" = 1' -0" TRUSS NOTES: I. TRUSS PROFILES SHOWN ARE SCHEMATIC. TRUSS SUPPLIER/MANUFACTURER/DESIGNER TO LOCATE WEBS AS REQUIRED FOR DESIGN. 2. TRUSS PROFILES SHOWN ARE FOR REFERENCE ONLY TO MATCH THE EXISTING CONDITIONS. TOP CHORDS, BOTTOM CHORDS, AND WEB MEMBERS SHALL BE DESIGNED BY THE TRUSS MANUFACTURER/SUPPLIER/DESIGNER TO SUPPORT THE CODE REQUIRED LOADS AND MAY BE MODIFIED AS REQUIRED. 3. VERIFY ALL TRUSS LENGTHS IN THE FIELD PRIOR TO FABRICATION. ROOF AND CEILING HEIGHTS, SLOPES, STEPS IN ROOF AND RIDGE, ETC. ARE TO MATCH EXISTING CONDITIONS AND MAY BE REFERENCED IN THE UNDAMAGED UNITS AT THE SITE. 4. PROVIDE TRUSS BRACING AS REQUIRED BY THE TRUSS MANUFACTURER AND THE IBC. 5. PROVIDE PREMANUFACTURED TRUSS BLOCKING AS INDICATED ON THE PLANS. REFERENCE PLANS AND DETAILS FOR TRUSS BLOCKING. TRUSS BLOCKING REQUIRED AT EXTERIOR S1- IEARWALLS AND PERPENDICULAR SHEARWALLS. 6. PROVIDE VERTICAL WEBS AT GABLE WALLS. 1. TRUSS DESIGNER TO CONSIDER ATTIC LOADING PER CHAPTER 16 OF THE IBC. TYPICAL TRUSS LOADS: DL (TOTAL) 15 PSF LL (SNOW) 25 PSF LL (ATTIC) 10 OR 20 PSF (PER TABLE 1601.1, NOTES 14 J IN IBC) RECEIVED NOV 16 2011 PERMIT CENTEF ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2011 to 0 z c ou 0 U E cn 44-4 W •,..4 c.) c 0-4 ri A 0 (CIA ww- to di c U °� o L cn U I— d) Z u_ TUKWILA, WA 14525 - MILITARY ROAD 5. 2 1• a) a) s Job No. 11243.00