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HomeMy WebLinkAboutPermit D12-160 - DELGADO RESIDENCE - FIRE DAMAGE REPAIRDELGADO RESIDENCE 13527 35 AV S D12 -160 City ATukwila 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 Parcel No.: 8864000175 Address: 13527 35 AV S TUKW Suite No: Project Name: DELGADO RESIDENCE DEVELOPMENT PERMIT Permit Number: D12 -160 Issue Date: 05/23/2012 Permit Expires On: 11/19/2012 Owner: Name: DELGADO JUAN Address: 13527 35TH AVE S , SEATTLE WA 98166 Contact Person: Name: PHINEAS LEA Address: 15004 35 AV W, SUITE A , LYNNWOOD WA 98087 Contractor: Name: PAUL DAVIS REST /W KING CNTY Address: 15004 35 AV S, STE A , LYNNWOOD WA 98087 Contractor License No: PAULDDR954RA Lender: Name: Address: Phone: 425 - 364 -3000 Phone: 206 - 364 -3000 Expiration Date: 04/14/2014 DESCRIPTION OF WORK: FIRE DAMAGE REPAIRS: REMOVE FIRE DAMAGED STICK BUILT ATTIC AND INSTALL ATTIC TRUSSES. Value of Construction: $91,121.91 Fees Collected: $2,298.00 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0022 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -160 Printed: 05 -23 -2012 • 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: I hereby certify that I have read and governing this work will be complie N N N • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: The granting of this permit does not p construction or the performance of work to Date: Public: Non - Profit: N Public: ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating . I am authorized to sign and obtain this development permit and agree to the conditions attached Signature: 0 e- , F012 —pAtki _-. st)Pc IIIS TO 1OR8te: 23��2 -- Print Name: P14 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 D12 -160 Printed: 05 -23 -2012 7: There shall be no occupancy of a buildirOtil final inspection has been completed and roved 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 D12 -160 Printed: 05 -23 -2012 • • CITY OF TUKWILA Community Development Department- Public Works Department Permit Center 6300 Southcenter Blvd., Suite /00 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. /A %% 0 Project No. Date Application Accepted: 0 S /ii // D� Date Application Expires: / / /11 I 'a- (For office 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.: Site Address: 1 S- Z% 3 S A. /b t (J K w k Suite Number: Floor: Tenant Name: U J �t✓ U OS "J 94.)16t New Tenant: ❑ Yes �.No dam% "yet- PROPERTY OWNER Name:,-, 1. tArS L,L&P Name: Jv 4s..1 ` Cr CNN Address: 1 35 2:1 35 Ave- 3 City il leW 1 1 A, ctate: 9 `Zip: S CONTACT PERSON — person receiving all project communication Name:,-, 1. tArS L,L&P Address: 15-00q .55 eh Pelt \ ,5u jit, A W City: Sta -.AN W8g�t� l YNIJWOOU W Phone:] n ,t,_ax: 42s- 344-- 1105 Email: I, Iea,Q. Pc) r —USA . N1:1-> • GENERAL CONTRACTOR INFORMATION Company Name: PAUL, D 4415 vsz5S7 nri j Address: is 004 ,lc-Li- --- AvE W, .I S u rrE A F� city: Lvotoo0is0 6t3tE 9ilig:�-I Phone: Fax: y,.�.� 1105 `'i"LS �� -3�rJ0 3�`�- Contr Reg No.: 0P40tal �.1cp Date: 04114 1It Tukwila Business License No.: 8v1sf _ v9 S 29 / H:\ Applications \Form- Applications On Line \2011 Applications \Permit Application Revised - 8 -9.1 I.docx Revised: August 2011 bh ARCHITECT OF RECORD Name: Company Name ,F„ Not ,0 6N614e Company Name: Address: ici 44 (iv...if1c, Atit, Sui-r Architect Name: City: TF1 CQM�1� lA)t, . 9�/�f 0� Address: c 26 Email: ross P .DnQ.- LA)a.e,arw City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Company Name ,F„ Not ,0 6N614e Engineer Name: pus. s BA di k rC Address: ici 44 (iv...if1c, Atit, Sui-r 352 City: TF1 CQM�1� lA)t, . 9�/�f 0� Phone: z55 �gS?- 28:'50 253 log c 26 Email: ross P .DnQ.- LA)a.e,arw LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: 1 of 4 IJb • BUILDING PERMIT INFORMATION —206- 431 - 3670; Valuation of Project (contractor's bid pr■ 1 , \ \ Describe the scope of work (please provide detailed information): WiII there be new rack storage? ❑ Yes Existing Building Valuation: $ 63,cn0-0• o If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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 ft): Floor area of principal 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: Z Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: Floor area of accessory dwelling: 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 ❑ No 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 I.docs Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor I L 1 p Z e t.e T-- 2 "d Floor 370 (/ // 3`d Floor Floors Basement i Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered 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 ft): Floor area of principal 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: Z Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: Floor area of accessory dwelling: 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 ❑ No 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 I.docs Revised: August 2011 bh Page 2 of 4 PERMIT 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 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR HORIZED AGENT: Signature: Print Name: Mailing Address: c" Date: Day Telephone: '2J - �7? G �6 3 H: \Applications \Forms- Applications On Line \2011 Applications \Permit Application Revised - 8- 9- 11.docs Revised: August 2011 bh State Zip 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.Tukwila WA.ov Parcel No.: 8864000175 Address: 13527 35 AV S TUKW Suite No: Applicant: DELGADO RESIDENCE RECEIPT Permit Number: D12 -160 Status: PENDING Applied Date: 05/11/2012 Issue Date: Receipt No.: R12 -01552 Initials: User ID: Payee: LAW 1632 Payment Amount: $2,298.00 Payment Date: 05/11/2012 09:42 AM Balance: $0.00 PAUL DAVIS RESTORATION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 035336 2,298.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $2,298.00 1,390.00 903.50 4.50 doc: Receiot -06 Printed: 05 -11 -2012 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 1.>. ,/x/2.-/60 Project: bEZ 6 / W O , S . Type of Inspection: f=-i A.%9L. _ ,.Q; i Z Id (lealZ '14.,c)s), 7 —442,44 frei Address: /-'. .1..5"4 'S. Date Called: ,2? SpecialTnstructions: Date Wanted :. —29— /==m. a.m.. Requester: Phone No: . s'/9- 772.4/- Approved per applicable codes. Corrections required prior to approval. 1/ COMMENTS: // l� f L4 / Zr -4nJ/ ►A/Pd _ ,.Q; i Z Id (lealZ '14.,c)s), 7 —442,44 frei `. Gi /,bna/1 c f%',,,f., Inspefto ) Date: �J REII PECTION FEE REQU)RED. Prior to ext inspection. fee must be phi at 6300 Southcenter B vd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 v; (206) 431 - 3670 Permit Inspection Request Line (206) 431 -2451 Project: /' e- 1..-& A a)n Type of Inspection: i'ti.) A Address: Date Called: Special Instructions: Date Wanted: .. .. -- fro - 1-72'' . . .m. Pm Requester: Phone No: -- 3- 3 -1 - 77Z'/ :. JApproved per applicable codes. COMMENTS: I ei-ti ' #1e, Corrections required prior to- approval. t Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee- must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection; :Z INSPECTION NO. CITY OF TUKWILA BUILDING D 6300 Southcenter Blvd., #100, Tukwila. WA 98188. Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit .L312` /6(j PERMIT NO. (VISION (206) 431 -3670 Project: .L) L C.-4L � S Type of Inspection: /: /Ait%lj Address: 1352 ,"....5 4U Date Called: Special Instructions: Date Wanted:. km:, Requester: Phone No: Approved per applicable codes. Corrections required prior_ io-aPprOvl. COMMENTS: V In. p� ectnj Date - -G/ :C REINSPECTION FEE RE UIRED. Prio to next inspection; fee;must be paid at 6300 Southcente Blvd., Suite/100. Call to schedule reinspection.:' • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6 (206) 431 -367 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Pro �n � & () 'tC-:.S-l�a_ Type Inspection: � A n Aii(�,1,10 Ad I re� SV7 35�A� Date Called: ,- .lA�it)A Special Instructions: IM i 7., 0 e , 3/ (-c . Date Wanted: a..m. Requester: Ph .1 24 3 -,5- (4 ( Approved per applicable codes. Corrections required prior to approval. COMMENTS: A Inspector: =- J\Ate, ) Datg 1 3 "—I 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.:: CITY OF TUKWILA\ BUILDING DIVISION.' -! 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 Pro ect: -- J�6A6v J? p _- kAck_ Type of- Inspection; 11- AAA iA(, Address: �. (3_ - 2'7 3. AVM.. Date Called: . Special Instructions: - `: .S-"t" t i) e IL& J 5 I E ,t Date Wanted: ' krn. Requester: (-.) t r r tit.J� l irn Phone No' El Approved per applicable codes. corrections required prior, to approval. COMMENTS: ::: ) .i) << 1 .AA k.!fig, AA(ic t ue,/`— ..A;'• ,e...,\O----P f or- oft--- k..&. A.6 t/3 A-fi,\ g () Y M I i s I k 4✓0 - `: .S-"t" t i) e IL& J 5 I E ,t ). e ;/1.:.: 3-0 f' M A-)4 (-.) t r r tit.J� l irn ._ -- v , p1 � e71-r9 �AW GAP ,fit --Ai— AA_,Jl r or,,1AA (ere r_� . k -e cJrT AAr /c7-" IAIPj »c" R , ( .-/t t / ( //4,1 Inspect t=: �- Date: n REINSPECTION FEE REQUIRED. Prior to next inspection. fee' must'be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule.reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit - r) /2: -/6 0 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: .dFL6A.bD i7E. S Type of Inspection: Fe7,9T- -i/AJ G: ,�) 411- 7"--/ E The- de�,.s f,!vc% R- xi' riA.✓, ,.': Address: <J 3.5•2. 7 35 A v -- . Date Called: `.1) 41.0(1,44-Api7Pilt- /7,1)(5,4, .. ;,,,f 4.,,,,,t, / 2) 212,,,),,,I.,_ ,ill)r5 di - !Ai NF�f . . Special Instructions: ., ( f/ 4/54 _ a i,ai ... Date Wanted:. 7 - i 3 7 7 a.m. -tom' Requester: Phone No: ElApproved per applicable codes. orrections required -prior to. approval., COMMENTS: fife" ,�/7 � � - ��N r�`% i, 'ail/ iC"iiNS 1.y4,,/;1„41- > 4aJc. -. . ,�) 411- 7"--/ E The- de�,.s f,!vc% R- xi' riA.✓, ,.': /(ate rv7•�i4alf, / 3) /10(1E.5 PP i /A1.4 - 2 I Si----4z ,-Is' /agd eep,7 --Ci `.1) 41.0(1,44-Api7Pilt- /7,1)(5,4, .. ;,,,f 4.,,,,,t, / 2) 212,,,),,,I.,_ ,ill)r5 di - !Ai NF�f . . ., ( f/ 4/54 _ a i,ai ... 4f, o 64,,t : Elie !C if-L-1/. [ , \ Date ::.: .�.. t sp ctor:f gtNSPECTION FEE REQUIRED., to next spection fee must be . paid at 6300 Southcenter Blvd., Suite 100. Cal to :schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO.; CITY OF TUKWILA BUILDING DIVISION" 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206),43,1- 3670 "' Permit Inspection Request Line (206) 431 -2451 PP on- 6V8 Type ofiaspection: Address: Date Called: Special Instructions: '\ Date Wanted:- a.m Requester: Phone No: 7 „- "...--- ! 7..:21, ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: ( 2 ) ,Jje..P,n Ak 'A-44 4/ nibs it,b,v, t,J D(, , Co pie Olt 10 (4 ) tut 0,e A r _ t • s n REINSPECTION FEE REQUIRED. Prior to next inspection, fee mustrbe paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule- reinspection :ANSPECTION RECORD Retain a copy with permit INSPECTION NO r} .:; PERMIT NO. CITY OF'TUKWILA BUILDING DIVISION 6300 S,outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection-Request Line (206) 431 -2451 j) 2 -l( () Project: l E.: LC.i\ -(J .R, f. S Type of Inspection: R on c7 HE. ill.- rii N.J( Address: 1. '13-`27'. . 5"'.• V > ; Date Called: ' Special Instructions: -' `:: Date 7 — l5_ 12 ‘!..._n. p.m. Requester: Phone No _ 25A -37 7-(1-1(�Z, Approved per applicable codes. RI Corrections required prior to approval. COMMENTS: . 1 / c_eddie .r ^ e.4 (2 •P n et" L e>Lr> �. r l x (1,4 H-ftv A,1 Vin: Inspector:: . Date: V (3 /Z REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300,Southcenter Blvd., Suite 100. Call to schedule reinspection. iA ENGINEERING ANALYSIS FOR: PAUL DAVIS RESTORATION . ,r," Pit SITE: p�....r.._. fit 13527 35TH AVE. 5. TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2012 City of Tukwila BUILDING DIVISION b142-10 ORIGINAL STAMP MUST BE RED TO BE VALID APR 20 2012 RECEIVED MAY 112012 PIT CENTER GATE: PLAN NUMBER: .r - �. '`- PACIFIC NORTHWEST ENGINEERING INC. 4 -20 -2012 DELGADO SFR 19MhtlfkAn&OaMX% Tam. WA9NOS Phu., (FM 69245,0 ,A.C. " ^_ . 4CYi: CIJ60Nc G r! INC CONSULTING ENGINEERS PACIFIC NORTHWEST ENGINEERING INC. ■AC:I,"IC Nic r-11 Y- /WC=1" 3 N 1 N Ci.GR IN - G The enclosed documents are to be used in conjunction with the plans referenced on the cover. It is essential that the contractor study the engineering requirements and required changes to the architectural plan prior to start of work. Changes may include additional foundations or footings, beam size changes, siding changes etc. Scope of Engineering: Engineering analyses and design to resist lateral and gravity Toads in accordance with the 2009 IBC have been performed and incorporated into stamped I "511 sheets. All analyses and calculations are included in this engineering report. Engineering assumptions are listed below. If these conditions are not present at the site, these calculations are void and Pacific Northwest Engineering Inc. must be contacted immediately. LOADING CRITERIA Building Code 2009 International Building Code Seismic Design Catagory D Ss 1.51 51 0.50 Response Mod Factor 6.5 Site Class D Basic Wind Speed 85 MPH Exposure B LIVE LOADS (psf) U.N.O. - Uninhabitable attics without storage 10 - Uninhabitable attics with storage 20 - Habitable attics and sleeping areas 30 -All other areas 40 DEAD LOADS (psf) U.N.O. -Roof with composition roofing -Floor SNOW LOADS (psf) U.N.O. -Snow SOILS CRITERIA Soils Consultant None Soils Report # None Bearing Pressure Req'd 1500 psf Bearing Depth 1811 15 10 30 PACIFIC NORTHWEST ENGINEERING INC. 1944 Pacific Ave; Ste 310 Tacoma, WA 98402 Phone (253) 682 -2850 Fax (253) 682 -2851 2 of 5 3 of 5 COMPANY Pacific Northwest Engineering 1944 Pacific Ave; Suite 310 Tacoma, WA 98402 Apr. 20, 2012 15:26 PROJECT Delgado SFR R1 Rds.0 IRO c I N G 1 �,` -.`^ - NC1 Th NJ I E ► -+IW . E :-1" A 1 N G Design Check Calculation Sheet WoodWorks Sizer 9.14 Loads: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Self- weight Dead Snow Dead Full Area Full Area Full UDL 15.00 (8.00)* 30.00 (8.00)* 6.0 psf psf plf *Tributary Width (ft) Maximum Reactions (Ibs) and Bearing Lengths (in) : 5.-7" t 0' 5' -6.5" Unfactored: Dead Snow Factored: Total Bearing: Length Min req'd 349 665 349 665 1014 1014 0.50* 0.50* 0.50* 0.50* *Minimum bearing length setting used: 1/2" for end supports Lumber -soft, D.Fir -L, No.2, 4x8 (3- 1/2 "x7 -1/4 ") Supports: All - Timber -soft Beam, D.Fir -L No.2 Total length: 5'-7.0"; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 46 fb = 550 0.03 = <L/999 0.05 = <L/999 Fv' = 207 Fb' = 1334 0.18 = L/360 0.28 = L/240 fv /Fv' = 0.22 fb /Fb' = 0.41 0.16 0.18 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3 of 5 4 of 5 �' COMPANY Pacific Northwest Engineering 1944 Pacific Ave; Suite 310 Tacoma, WA 98402 Apr. 20, 2012 15:26 PROJECT Delgado SFR R2 e r +�ki:..3r-rt=: rvcrr -� rr-o..^../r t r c ry Q Ira e E ra r N c Design Check Calculation Sheet WoodWorks Sizer 9.14 Loads: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Self- weight Dead Snow Dead Full Area Full Area Full UDL 15.00(18.00)* 30.00(18.00)* 7.7 psf psf plf *Tributary Width (ft) Maximum Reactions (Ibs) and Bearing Lengths (in) : 1 6' -2.3" 0' 6' -1 1" Unfactored: Dead Snow Factored: Total Bearing: Length Min req'd 846 1646 846 1646 2492 2492 1.14 1.14 1.14 1.14 Lumber -soft, D.Fir -L, No.2, 4x10 (3- 1/2 "x9 -1141 Supports: All - Timber -soft Beam, D.Fir -L No.2 Total length: 6-2.3"; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design Shear Bending(+) Live Defl'n Total Defl'n fv = 84 fb = 913 0.05 = <L/999 0.08 = L/909 Fv' = 207 Fb' = 1227 0.20 = L/360 0.30 = L/240 fv /Fv' = 0.41 fb /Fb' = 0.74 0.22 0.26 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4 of 5 <. >1. - — 4 COMPANY Pacific Northwest Engineering 1944 Pacific Ave; Suite 310 Tacoma, WA 98402 Apr. 20, 2012 15:27 PROJECT Delgado SFR R3 ��� � 1 ' L.Lm's"........ Fsp. 11= -ice NI C3 -rww C NJ G 1 N i E i tE.7- R 1 N Design Check Calculation Sheet WoodWorks Sizer 9.14 Loads: Load Type Distribution Pat- tern Location (ft) Start End Magnitude Start End Unit Loads Load2 Self- weight Dead Snow Dead Full Area Full Area Full UDL 15.00(12.00)* 30.00(12.00)* 7.7 psf psf plf *Tributary Width (ft) Maximum Reactions (Ibs) and Bearing Lengths (in) : I 7' -1.8" 0' 7' -0.9" Unfactored: Dead Snow Factored: Total Bearing: Length Min req'd 664 1273 664 1273 1937 1937 0.89 0.89 0.89 0.89 Lumber -soft, D.Fir -L, No.2, 4x10 (3- 1/2 "x9 -1/4 ") Supports: All - Timber -soft Beam, D.Fir -L No.2 Total length: 7-1.8"; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 69 fb = 824 0.05 = <L/999 0.10 = L/867 Fv' = 207 Fb' = 1225 0.24 = L/360 0.35 = L/240 fv /Fv' = 0.33 fb /Fb' = 0.67 0.23 0.28 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5 of 5 Tukwila Building Department, Paft- s, - A few months back there was a fire at the Juan Delgado residence 1352735`x' ave. s. Tukwila, WA, 98168 FILE nay We Paul Davis Restoration have bc-:;n hired by his insurance to restore the building like for like, to the same condition as before the fire. There damage was concentrated to the upper floor that when first constructed had been a stick built attic room, we will remove this and install attic trusses. Please refer to the plans and engineering provided. Thanks for your attention. Stephen L Ates 253- 377 -6463 t I too REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2012 City of Tukwila BUILDING DIVISION �::.. 11 2012 PERMIT CENTER PERINI CO PLAN REVIEW /R ING SLIP ACTIVITY NUMBER: 012 -160 PROJECT NAME: DELGADO RESIDENCE SITE ADDRESS: 13527 35 AV S X Original Plan Submittal Response to Correction Letter # DATE: 05 -11 -12 Response to Incomplete Letter # Revision # After Permit Issued D PART�ME 01$1 2 ui • ing iv' io I N lti u•Ilc Work Fire Prevention Structural ❑ M C6-•I 7NI- Planning Division iv Permit Coordinator • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-15-12 Complete 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 Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06 -12 -12 Approved n Approved with Conditions gl. Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: 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 P ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI 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 4/14/2014 Zip 98087 Suspend Date County Snohomish Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company KC RESTORATION LLC Other Associated 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 THODE, LAWRENCE G Partner /Member 04/12/2010 Bond Amount KC RESTORATION LLC Partner /Member 12/01/2005 04/02/2012 COCHRAN, KATHRYN L Partner /Member 01/13/2006 04/02/2012 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 Et 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 $12,000.00 12/30/2005 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 6 American Safety Indemnity Co ENV028193120202/19/2012 02/19/2013 $1,000,000.0004 /16/2012 5 American Safety Indemnity Co ENV0281931101 02/19/2011 02/19/2013 $1,000,000.0001 /05/2012 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 $1,000,000.00 02/18/2009 2 CENTURY SURETY CO CCP527909 02/19/2008 02/19/2009 $1,000,000.00 04/14/2008 https://fortress.wa.gov/lni/bbip/Print.aspx 05/23/2012 GENERAL NOTES: The Builder is responsible for using safe work practices and conforming to all safety ordinances. The Builder is to verify all dimensions prior to starting work. Any changes to structure must be reviewed and approved by Pacific Northwest Engineering Inc. All methods, materials, and workmanship shall be in accordance with the International Building Code (IBC) 2009 Edition. DESIGN LOADS ROOF LOAD: SNOW 30 PSF, DEAD 15 PSF FLOOR LOADS: LIVE 40 PSF, DEAD 10 PSF WIND SPEED: Vs 3 -Sec= 85 MPH , Iw =1.0, EXPOSURE "B" SEISMIC: DESIGN CATEGORY "D ", 5s =1.51, 51 =0.50, Ie =1.0, Site Class "D ", R= 6.5 FLOORING AND ROOFING: Plywood Sub Flooring shall be 4' T &G CDX or 058 (glued and nailed). Nailing shall be 10d @ 6 I o.c. along panel edges, and 12 "o.c. in field. Span index shall be 48/24. Stagger end laps. Roof sheathing shall be 2' CDX or 6" O5B nailed w /8d @ 6" o.c. along panel edges, and 12" o.c. in field. Span index shall be 24/0. Stagger end laps. TYPICAL BUILT UP COLUMN: All columns not specified or otherwise noted on the plan are to be two studs which are spike laminated together with 16d nailing at 6" on center staggered. All columns supporting girder trusses or glue laminated beams are to be three studs which are spike laminated together with 16d nailing at 6" on center staggered. HEADERS All headers not specified or otherwise noted on the plan are to be 4x8 DF #2 or (2) 2x10 HF #2 with at least one cripple and one stud for each end for openings <5' wide and two cripples and one stud for all others. NAILS: Nailing of wood framed members to be in accordance with IBC 2009 table 2304.9.1 unless otherwise noted. Connection designs are based on "Common Wire" nails with the following properties. PENNEY WEIGHT DIAMETER (INCHES) LENGTH (INCHES) 8d 0.131 2 -1/2 10d 0.148 3 16d 0.162 3-1/2 20d 0.192 4 PREFABRICATED JOISTS AND ROOF TRUSSES Prefabricated ,joists and roof trusses are deferred submittal items and are to be designed, fabricated and installed per the latest Truss Plate Institute standards. Pre - fabricated items to be designed by a licensed Professional Engineer. Fabricator to provide all connection design and details. Where trusses are not provided to complete the roof system, overframing members and their connections shall be provided. Overframing details shall be included in the truss shop drawings in order to provide loading conditions consistent with the modeling of the trusses. The overframing and related details shall be designed under the direction of the truss engineer. Where trusses align with shear walls, a special truss shall be provided that has been designed to transfer the specific wind and seismic Toads shown on the plans. The truss shall be designed to transfer the Toad between the roof sheathing and the shear wall below. The truss shall be designed to transfer a minimum of 100 plf along the length of the truss. All temporary and permanent bracing required for the stability of the truss elements under gravity Toads and in -plane wind or seismic Toads shall be designed by the truss engineer where the top chord is not directly attached to the roof sheathing, the truss engineer shall design and show the placement of all required top chord bracing and connections on the truss shop drawings. Any bracing Toads transferred to the main building system shall be identified and submitted to the engineer of record for review. Design calculations and shop drawings shall be submitted for review bt the engineer or record prior to submitting to the building official for approval. TIMBERS ALL LUMBER TO BE AS FOLLOWS: BEAMS DF #2 OR BETTER POSTS DF #2 OR BETTER FILE COPY Permit No.. VL n Plan raw approval Is stied to arms and omissions. Approval of construction documents does not authorize thw violation of any adopted code or ordinance. Receipt of approved Field Copy end conditions Is 01s p ,e --es,o -✓ce/ �y m4«%),q -WS" KeS T Date: S — City Of 1Ukwila BUILDING DIVISION TS22 OR SIMILAR TO TOP PLATE TS22 ATTACHMENT SCALE: N.T.S. ENGINEERING DOCUMENT LICENSE: 1. Grant of License: In consideration of payment of the building fee Pacific Northwest Engineering Inc. grants you, the Licensee, a nonexclusive Right of Use for the purpose of constructing one structure from this engineering. Subsequent uses are permitted when accompanied by an originally stamped "Site Specific Re -Use Letter" for each additional site. 2. Ownership of Engineering Drawings and Calculations: Pacific Northwest Engineering Inc. retains the Title 17 USC Rights and Ownership of these Engineering Documents and all subsequent copies of the engineering. This is not a sale of the original Engineering. 3. Copy and Transfer Restrictions: These technical drawings and calculations are Copyrighted. Unauthorized copying of this Engineering is strictly forbidden. The Engineering is licensed to you only, and may not be transferred to anyone else without the prior written consent of Pacific Northwest Engineering Ina..- PLAN VERACITY: While every attempt has been made to insure the accuracy of these engineering documents, site condition, product availability, etc. will affect the execution of this engineering. All information must be verified prior to construction. Any changes to the plan must have Pacific Northwest Engineering Inc's written approval. IMPORTANT: CONTRACTOR SHALL VERIFY ALL POINT LOADS AND ALL POINT LOADS SHALL HAVE SOLID BEARING TO FOUNDATION. NOTE ANY CHANGES TO FOUNDATION AND STRUCTURE FROM ARCHITECTURAL PLANS AND NOTIFY ALL AFFECTED PARTIES 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 submittal and may include additional plan review fees. MATCH B.U. COLUMN WIDTH W/ GIRDER PLY'S ABOVE USE H1OS FOR SINGLE PLY GIRDER OR LGT3 FOR 3 -PLY GIRDERS OR LGT4 FOR 4 -PLY GIRDERS TYPICAL SHEAR DETAIL SIMPSON LGT2 GIRDER TO TOP PLATE LGT OPTIONS SCALE: N.T.S. APA RATED SHEATHING GRADE PANELS. NAIL AT 6" ON CENTER EDGE. -'4 '.4,, ( .". • VERTICAL PANEL DIMENSION PERPENDICULAR TO SUPPORTS TYP ROOF SHEATHING U.N.O. MOWED D El Illladlosicall Elm Plumbing Gas Piping City of Tukwila BUILDING DIVISION STAGGER END JOINTS OF ALL ROOF SHEATHING PANELS °SIMPSON° H2.5T HURRICANE TIE EA. TRUSS, TYP. RBCP ® 48" O.C. EDGE NAILING INTO BLK'G 2 X BLOCKING BETWEEN ALL TRUSSES TYP GABLE END TRUSSES MUST BE ABLE TO RESIST A LATERAL LOAD OF 100PLF (MINIMUM). GABLE END TRUSSES WHICH DO NOT MEET THE MINIMUM LOADING REQUIREMENT SHALL BE SHEATHED WITH 7/16" OSB. TYPICAL ROOF SHEATHING SCALE: N.T.S. ROOF BOUNDARY NAILING FLAT 1x4x8' 'BTM. CHORD BRACING © 48" O.C. ATTACH W /(2) 10d © EA TRUSS MFG TRUSSES @ 24' ❑.C. U.N.D. 16cl @6' 0.C. II FLAT 1x4x8' BRACING @ 48' D.C. W /(2) 8d @ EA. TRUSS OVERFRAMING PER PLAN 1/2" CDX OR 7/16" OSB 6° EDGE AND 12" FIELD NAILING U.N.O. PREFAB. ROOF TRUSS - SEE FRAMING PLAN AND MANUFACTURER'S SHOP DRAWINGS GYPSUM BOARD PER ARCH 2 X 6 DOUBLE TOP PLATE EXTERIOR SIDING OSB SHEATHING SHTG PER ROOF PLAN SHTG CONT. TO GIRDER 2X6 STUD WALL - STUDS 0 16" 0.C. TRUSS ATTACHMENT AT EAVE -\2x NAILER W/- (2) 16d © EA END TRUSS & 12" O.C. BETWEEN PRE -ENG GIRDER TRUSS I I ROOF BNDRY NAILING 2x NAILER ATTACHED TO TOP PLATE W /16d CO 16" 0.C. V _Ask \-- PRE -ENG TRUSS W/ HANGER BY TRUSS MFR SCALE: N.T.S. TYPICAL OVERFRAMING 2x FLAT BLKG 316' OSB MAY BE OMITTED AT GABLE END TRUSS IF IT CAN RESIST 100PLF LATERAL. OTHERWISE ATTACH OSB AT EDGES WITH 8d @ 6' O.C. TO 2x VERTICAL FRAMING @ 24' ❑.C., TYP ■ Qom.- 1x4x8' BRACING @ 48' D.C. TYPICAL GABLE END TO TOP PLATE CONNECTION TYP. GABLE END WEB BRACINRECEIVEE MAY 112012 EDGE NAILING PER PLAN SHEATHING PER PLAN SCALE: N.T.S. (4) 16cl FROM BRACE TO BLK'G REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2012 City o T kwila BUILDIN (VISION 8c1 @ 6' D.C. TO BLK'G 2x4 BLK'G CUT TO FIT BTWN TRUSS TOP CHORDS 2x4 DIAG. BRACE @ 48' ❑.C. WHERE REQ'D A34 FROM 2x4 BRACE TO 2x4 NAILER (3) 16cl MIN, 2x TO 2x AT BRACES, TYP (2) 16d FROM 2x4 TO GABLE WEBS f6 SHEATHING, WHERE REQ'D, ON GABLE ENDS PRE -MFG'D TRUSS PER PLAN SCALE: N.T.S. PERMIT CENTS 1 t F4 £"""91 1 f' 1`». 1 (--1 1� REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNITURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, I5 THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND I5 NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING 13527 35TH AVE. 5. TUKWILA, WA 98168 DO 51 EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD: 30 P5F GENERAL NOTES DRAWN BY: BKS DATE: 4 -20 -2012 SCALE: A5 NOTED PROJECT NUMBER: PNE 12 -278 SHEET NO 5-0 SCALE: N.T.S. PERMIT CENTS EXISTING FOUNDATION PLAN SCALE : N.T.S. • REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2012 City of Tukwila BUILDING DIVISION DID 1 b RECEIVED MAY 112012 PERMIT CENTER REVISIONS N 0 Po O, N ZN ,O — C i. E M 11 o LL U EY• ., W O li W M } Z• N rn a u m 0 N M Zac W�a APR 252012 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNITURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, I5 THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND I5 NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROTECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING DELGADO SFR EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD: 30 PSF EXISTING FOUNDATION DRAWN BY: BK5 DATE: 4 -20 -2012 SCALE: AS NOTED PROJECT NUMBER: PNE 12 -278 SHEET NO: 5-1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2012 City of Tukwila BUILDING DIVISION •rJ 12' -0' d& c- 1.11u) 51.1.0 Le e.t-s 4Lizil, WIRE t).),10.4918 1 • .LL 1 EK.... asr5 E. f Artio- NEW CLOSET NEW CLOSET cafe H41-1- oL?*t- 12' -0' (NEW) SECOND FLOOR SCALE: NITS, b it)0 RECEIVED MAY 112012 PERMIT CENTER V-1 z 0 J am fV O N 7 y = 11. _ > W a > w OL 1=) rt t t r 9 M. Plitt t... e.,,,,,, O ' y�' C 4 0 .A,fONAI. EIC'�v APR 2 5 2012 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNITUFM. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING DO SFR 13527 35TH AVE. 5. TUKWILA, WA 98168 EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD: 30 PSF (EXISTING) FIRST FLOOR AND SECOND FLOOR PLAN DRAWN BY: BK5 DATE: 4 -20 -2012 SCALE: AS NOTED PROJECT NUMBER: PNE 12 -278 SHEET NO: 5-2 PACIFIC NORTHWEST ENGINEERING IS ANTICIPATING THE MAIN FLOOR LAYOUT AND F❑UNDATI ❑N DESIGN DRAWN BY MR. MICHAEL J. PERNACK FOR THE DELGAD❑ FAMILY ROOM ADDITI ❑N (PROJECT NAME: 'DELGAD❑', PROJECT #0811, DATED AUGUST 18, 2008) IS ACCURATE. EXISTING HEADERS TO BE A MINIMUM 4x8 DF #2 U,N,❑, (VERIFY -IN- FIELD) EXT. HDR EXT. HDR TYP, TYP, SCOPE OF WORK: REPLACE DAMAGED ROOF SYSTEM W/ PRE - ENGINEERED ROOF TRUSS SYSTEM. NO CHANGES TO LATERAL SYSTEM HAVE BEEN CONSIDERED IN PACIFIC NORTHWEST ENGINEERING'S DESIGN. EXISTING BEARING AND SHEAR WALLS (LATERAL AND GRAVITY SYSTEM) WERE CONSIDERED ADEQUATE UNDER THE PREVI ❑US REMODEL DONE IN 2008, EXT. HDR n 11 u r- - - - --I r- - - --� J- - - --L ( \$» III 3.12 v) I 11 1C 10.12 i11 0! III A 111 III hJ 111 10;12 ill 111 III 111 r !'I lil �CTJ III MANUFACTURED TRUSSES @ 24' O.C. _J •EL 3T nl GIRDER TRUSS (SEE NOTE) 2x12 HF #2 LADDER FRAMING @ 24' ❑,C, -----__ - - ---- --- L-- ------- --- - - - - - - -- L7 o HANG Exle FROM GIRDER TRUSS Zio W/ LUS210 EIR EQUIV„ TYP, IJ @1 X (U I `t- le I � J .4t Ci LI .15ZI 1- x w MIN, (2) 2x6 STUDS AT GIRDER BEARING MIN, (2) 2x6 STUDS AT GIRDER BEARING SEE DETAIL E /S -0 FOR LTG ❑PTI ❑NS Tj ' GIRDER TRUSS (SEE NOTE) A GIRDER TRUSS NOTE: TRUSS MANUFACTURER TO RE- DESIGN GIRDER TRUSSES 'A2' AND 'A3' WITH A 2x12 TOP CHORD FOR LADDER FRAMING ATTACHMENT. 10;12 MANUFACTURED TRUSSES @ 24' ❑,C, -J EXT. HDR EXT, HDR EXT. HDR PACIFIC NORTHWEST ENGINEERING AS REVIEWED AND INC ❑RP❑RTATED THE TRUSS PACKAGE PROVIDED BY THE TRUSS CO., INC. (JOB #99343, DATED 4 -12 -2012) ROOF FRAMING SCALE : Y4' = 1' -0" ROOF TRUSSES BY THE TRUSS CO., INC. (SEE NOTE ABOVE) REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 112012 PERMIT CENTER tn z 0 H N 8 N aG W o 123 d > W a > w CC 1 ©M.P ,S) 0ti �i 4 i 44 39394 L A AP' 012 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND S1CNITURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, I5 THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND I5 NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROTECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING DO SFR 13527 35TH AVE. 5. TUKWILA, WA 98168 EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD: 30 P5F ROOF FRAMING DRAWN BY: BK5 DATE: 4 -20 -2012 SCALE: AS NOTED PROJECT NUMBER: PNE 12 -278 SHEET NO: 5 -3