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HomeMy WebLinkAboutPermit D01-391 - LEE RESIDENCE - NEW HOUSED01-391 Lee Residence 12241 48 Av S Parcel No.: Address: Suite No: Tenant: Owner: Name: Address: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: Contractor License No: LEESHI *016B3 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,737 SQ FT SINGLE FAMILY RESIDENCE, 440 SQ FT ATTACHED GARAGE AND 80 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, SANITARY SIDE SEWER, STORM DRAINAGE, DOMESTIC WATER METER, LAND ALTERING, AND UNDERGROUNDING OF POWER. Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: Curb Cut/Access /Sidewalk/CSS: 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: Channelization / Striping: doc: Devperm Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 City of 1 ukwila 0179001267 12241 48 AV S TUKW LEE RESIDENCE 12241 48 AV S, TUKWILA WA LEE JAMES 2222 76 AV SE, MERCER ISLAND WA ARMANDO LEYVA P.O. BOX 3982, KENT, WA LEES HOME & INVESTMENT 806 S ORCAS STREET, SEATTLE, WA $168,753.00 N/A Y N N N Y N N Y N Y N N DEVELOPMENT PERMIT D01 -391 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 253 850 -2118 Phone: Expiration Date: 01/01/2003 Fees Collected: Uniform Building Code Edition: Occupancy per UBC: D01 -391 04/11/2002 10/08/2002 Number: 0 Size (inches): 0 Start Time: End Time: Volumes: Cut 80 c.y. Fill 0 c.y. Start Time: End Time: Private: N Public: N Private: N Public: N $7,533.85 1997 7 w Printed: 04 -11 -2002 6 U O W I , WO g J u_ I— W Z �.: I- O Z H: tu W p : w o W W ` H r- u' O . v � O Z Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: I hereby certify that I have read and examine 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. 7 : 19re`'A--- Date: Date: 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. D01 -391 Printed: 04 -11 -2002 Parcel No.: 0179001267 Address: 12241 48 AV S TUKW Suite No: Tenant: LEE RESIDENCE doc: Conditions City of Tukwila PERMIT CONDITIONS D01 -391 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Number: D01 -391 Status: ISSUED Applied Date: 12/28/2001 Issue Date: 04/11/2002 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: ** *PUBLIC WORKS DEPARTMENT * ** 15: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 16: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 17: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 18: Any material spilled onto any street shall be cleaned up immediately. 19: Hauling over 50 cubic yards shall require application for a Hauling Permit prior to any associated activity. 20: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. Printed: 04 -11 -2002 :. i' 3+..: 4: Li. c7:. r. ii:,:.:::«+ i.•: ut�v: :r`.:u�w:.iWhia:io:;s.•:'3u::�a '.M:ete.�� *•st�r'x... rda 21: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 22: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 23: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 (e_ D01 -391 Date: ? '6 Printed: 04 -11 -2002 V Project Name/Tenant: Value oy tty tj n: — Site Address: 6.4 City State /Zip: Tax Parcel Number: Property Owner: 1, 4/-r Es Lem Phone: 20G - 2} - Zs LS Street Address: City St t /Zi : 22,2,2_ 76 AVE' p-� c=2 isc.9motto Fax #: Contractor: 47 LE �S (-- . 0 e / to�'ed/ � �� r ¢ Phone: 2_o6 G _ 3S —2; Lc Street Address: City State /Zip: 22L 7 ( At) . e7Cr-e1LBSc -. jc'clo Fax #: Architect: Phone: Street Address: City State /Zip: Fax It: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: A2 A--/ A,% -o Z—Z t • Phone: Zs 3 -- g..0 - 2- / / S . Street Address: 6 City State /Zip: P o . v,Z a ii 2 Se ( ,1)4 • 51 Fax #: Description of work to be done: 5 //•./4 , Hovs E A) L-'W c- Type of work: 19 New Single- Family Residence ❑ Addition - Single - Family Residence in Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ® Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: 3 sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: /7 .37 sq. ft. Dwelling sq. ft. Covered Deck(s) 440 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) a• 7 *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Sin • le- Family Residential Permit Application CITY OF Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 913188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST, FOR PUBLIC WORKS SITEJCIVIL PLAN REVIEW OF. THE. FOLLOWING: yAddition'al reviews shall be determined by the Public Works Department) ❑ Channelization /Striping Curb cut/Access/Sidewalk CI Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone CI Hauling ` Land Altering: • Cut eo cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: fa Sanitary Side Sewer #: I ❑ Sewer Main Extension 0 Private 0 Public Sj Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Ild Water Meter /Permanent # 1 Size(s): 37 I- v l uv .4 52-04 43 oZ. ❑ Water Meter Temp it Size(s): Est. quantity: gal Schedule: s ei Miscellaneous 1/4-4-r960.6 jeo Li iJ PoUl 6ig. Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed 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 ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: /a 8--a // SFPERMIT.DOC 2/13/97 Dale application expires: Project Number: Permit Number: R STAFF USE ONLY Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM' ;BUILDING O ER OR AUTHORIZED AGENT: _ Signature: 11 "it / —6—C.-- Date: /Z _ 28_ 0/ Print nem X J 4 6 5 . L - Phone: z _ 2S zg2 , Fax #: Address: 2 2_11_ 76 ,15,V E 5 . City /State /Zip: end /..s O �tfit;ir ALL SINGLE - FAMILY RESIDENTTA PERMIT APPLICATIONS MUST BE,„ = MITTED WITH THE FOLLOWING: > DRAWINGS PREPARED B i IEGISTERED ARCHITECT OR PRL. REQUIRED BY THE BUILDING OFFICIAL > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ 0 Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ 0 Foundation plan and details ❑ 0 Floor plan ❑ 0 Roof plan ❑ ❑ Building elevations (all views) ❑ 0 Building height ❑ 0 Building cross - section ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Bulldlrig:Owner /Authorized Agent If the applicant is other than•the owner; registered architect/engineer, or contractor licensed by fhe,.State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and .obtairt'tke`permit will be required as part of this submittal. 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. SFPERMIT.DOC 2/13/97 ;SIGNAL ENGINEER MAY BE t : .+* i., fi •.!Sntsti :.t�.r :< eotr.Ma4e Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0179001267 12241 48 AV S TUKW LEE RESIDENCE R020001547 LAW 1630 LEE'S HOME & INVESTMENT Payment Check Current Pmts Amount SEWER ASSESSMENT FEES 1154 Type Description 0 RECEIPT Method Description Permit Number: Status: Applied Date: Issue Date: D01 -391 ISSUED 12/28/2001 04/11/2002 Payment Amount: 8,733.60 Payment Date: Balance: 8,733.60 Account Code 8,733.60 Total: 8,733.60 11/06/2002 10:02 AM $0.00 2365 11/08 9716 TOTAL 8733.60 Printed: 11-05-2002 IX a U (.3 0' N 0 W = !. LL w N om;. = a 2• Z F-' O ` Z I— LL! uj co O —s wW . O tii 0 — O Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of 1'ukwila PJL EOJ NAME= "NWQS004 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179001267 Address: 12241 48 AV S TUKW Suite No: Applicant: LEE RESIDENCE R020000470 SKS 1165 LEE'S HOME & INVESTMENT Amount Payment Check 1014. Current Pmts Type Description BUILDING - RES INSP FEE - SME /SSS INSP FEE - STORM DRAIN INSP FEE - UTILITY LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK PLAN CHECK - RES PLAN CHECK - UTILITY PLAN CHECK - WATER METER STATE BUILDING SURCHARGE WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER SPECIAL CONNECT WATER TURN -ON FEE RECEIPT Method Description 000/322.100 402/342.400 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/345.830 000/345.830 000/386.904 401/388.102 401/342.400 401/386.520 401/388.101 401/343.405 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 6,887.91 Payment Date: Balance: 6,887.91 Account Code 1,380.15 20.00 15.00 15.00 37.00 23.50 251.16 20.00 10.00 4.50 60.00 15.00 250.00 4,761.60 25.00 Total: 6,887.91 D01 -391 APPROVED 12/28/2001 1 :;7-49 04/12 9716 TOTAL 6807.91 04/11/2002 09:08 AM $0.00 Printed: 04 -11 -2002 • U O N 0' co w • :W .1. • N LL W O' LL Q Nom: = W;, H I- 0 Z W W: p: 43 H: =a . LL O LLl V ;z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179001270 Permit Number: D01 -391 Address: 12235 48 AV S TUKW Status: PENDING Suite No: Applied Date: 12/28/2001 Applicant: JAMES LEE Issue Date: Receipt No.: R010001590 Payment Amount: 645.94 Initials: SKS Payment Date: 12/28/2001 01:07 PM User ID: 1165 Balance: $998.25 Payee: JEMES LEUNG LEE TRANSACTION. LIST: Amount Type Method Description Payment. Check 1342 645.94 ACCOUNT ITEM LIST: Current Pmts PLAN CHECK - RES Description Account Code 000/345.830 645.94 Total: 645.94 2134 12/31 9716 TOTAL 645.94 doc: Receipt Printed: 12 -28 -2001 Project: 1..—e - ` e St u Type f Inspection: F t (1a Address• Date Cal ed: Oks Sp Instructions:: Date W ed: Req ster: Phone No: ,72C t 0-) 5J (, } 1 INSPECTION RECOF Retain a copy with permit .INSPECTION NO. CITY OF "TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: VNA 4,10- Date: 0-3o-02 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: ' s6i' wt: 1. iy`: r., s' u` au?k •'u'�CZ£2'rn.r 9 Project: . L-e . R esi d ence of Inspection: PW i Address: . 2241 g h Aves Date Called: 10 -22- 02 Special Instructions: . Date Wanted: t �m�. 10- 13-02, P.m. Requester: zanies Lee Phone No: 20b— 235-2516 cc/ . to Lei SS INSPECTION RECO Retain 'a copy with permit 6 1 w INSPECTION NO. 'CITY OF TUKWILA BUILDING DIVISION =6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dot -3 PERMIT NO. (206)431 -3670 Approved per, applicable codes. D Corrections required prior to approval. COMMENTS: J t. /. f ( ' 1 Inspector: :. Date:1 f 3 /_ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: :u.L� A,fs.s�,1:1..,S5r v:�iV.M'�t��itt�;w` xf ✓n:,1 `i'.':?.:'�zkkl5 +taa �Rt'.dC t “ „.`,' Z de� Z : U 0 ' CO W W z J �. N LL W • _:. Z F- Z o LIJ ✓ O O N t]1— W • w 1- r - W = — O ai l Z 0 = ' O H Z Project: ) L€ , {) ( C'en(� Typvif Inspection: l, t' i l i r - T nSlift4�ili' Address: 1P-)1 1 1 P .A . 5 Date called: 15 - 5 , Special instructions: Date wanted: �a.m r, { 3. G . . p.m. Requester: Phone: INSPECTION NO. JG1t9 iNt i'dzli: • e INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100 Tukwila, WA 98188 COMMENTS: MIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval: Inspector: - El $47.00 REINSPECTION FEE REQUIRED. Prior to-inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule.reinspection. Receipt No: .: Date: ri; 1:::,.,.. d>}l fiin< R,r•c�'r,.it'IS.r'.Yha ?� „c?.4 r,:t:S..."?�;ILi.t:x.iuh2:,!?: ';.:.:y,ia2t.�':l;k:ri`.t Project: L - eC lL4;rt u Type of Ins ection: (.0 PIM1 G �c ,o. Address: irgaa s iaa sf. Date called: 9 Special instructions: Date wanted: a.m. 6 1 - ii p.m. Requester: Phone: a06 7 -)s a sa(o Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. RMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Date: 9' 1 1 0) Receipt No: Date: Ell $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ...u.. 41. a.:S..e.�..v::1:::...iil e..w�.�id4�:W.: �.f{�i.'JFi�ir.•.w»......tx w.u:.(a�is. a. Project: Type of Inspection: J � �� Address: 7 9 �ifi�"�� �� Date called: -- B/ /1/�.7 Special instructions: Date wanted: // a.m. 41 p.m. Requestrl '(! ^� Phone: 2_ . ?, 5 ° 7.5'2. ` a nt 1.. ih: 4� 1 :.W. ; S:T.URW AID UOVViA tw . • , INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 t PERMIT NO. (206)431 -3670 0 Approved per applicable codes. fl Corrections required prior to approval. COMMENTS: c l 7-U d rt't.4h t.o acr fin ( 4e4 ik f7 ."' i 6 / 9 Inspector: (d) Date: c).- /c Ell $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: P oject: Lee' se e___ Type -o In ection: � 1 r 1 '-`1 U "ow 5 • Date i 74/14/0.R Special Instructions. Date Wa d: 5 1 2 p.m. Reque ° st r:`` J 11 �JC�'ale S Phone No Cy.) `.' 75 0 4a INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: -o $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .' • Z H • Z 1 , It 2 w UO cn w• N WO }} J. :co • F: Z �. p: o W W' Lit O. .. z w z • v Projest: . ieSttal-c-ce.,-. Type of Inspection: • ,:-. . /1 ,C, Address: s /22 4 11 W&' Date called: ,„,,7...6s z Special instructions: . Date wanted: - — '- 6 ',.... ''.. P. ni RequesAer: _ .. ---/ 5' .'. Phone: 20 , ,,. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit • • , COMMENTS: • • • • ,„ •. • ' • . • • • PERMIT (206)431-3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: -. • • ) • , .•• • ..),••)•.:A,I.,.‘..s.r v..,k,,),..11).,)))k4)1xia.221.•)41,)).).,'4i444.4t4F-'02,404,4;Ite,z46. Pro ect: / ee f esl deet e. Type of Inspection: , born p Address: Zyl 3/ ,�e S Date call 0 d � ai1. oa :: Special instructions: nnc d '{ (A.w.: •e . r rn . r. (5 m. ' Date wanted: j p 66 lU d ! V a--- . , - `�✓ Requester \./CC rY1eS ' 1. e° c . Phone: }r2 3 5 /-07ZoC•(,,- INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 n Approved per applicable codes. COMMENTS: V 2/� Z Ale- P /4. -11i kd,G "411 Inspector: 4 ti Date: f $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: Dosi-Z 1 PERMIT NO. (206)431 -3670 Corrections required prior to approval. R{t: `{isiV "�r Ar 4 • d f'? r `kw' �1 Y}• ,',!l r l.•{ 43� . i ?A•iD. §31 Yt.l.. ":y: ...AI ■ Project: fc 1 1�16a- Type of Inspection: iNSf,i 477o4J A ress• S 57--' Date call d: Special instructions: Date la ed. , 5//02 `mom Requ r: -- 4E6 Phone: '• '' INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 pproved per applicable codes./ E Corrections required prior to approval. PERMIT NO. (206)431 -3670 COMMENTS: A e..t Date $47.00 REINSPECTION E REQUIRED. Prior t inspection,, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to sc edule reinspection. e Ipt No: Date: t;«io3::.:�'.�ti•'�,_s »�rt3s'kv: �S��S�. �='•. ;:�:;..:�,i;� ".'k;`�'..'..i:.., MG:: x: v:;isai+ kUa Project: / /1.9-i / 41.4d Type of Inspection: /40/19 Address: / 221 7 11 04.frio 5. Date called: -- 7/2-576 a Special instructions: Date wanted: a.m. p.m. Requester: /-,' Phone: INSPECTION valadkiikesti-..... • " ,, ...... INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: PERMIT NO. (206)431-3670 Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: 01 02- f.i-41-42 4 .42ifiGe- o hx. • tu& 7y - ott4.4. (0-2 sly, a)dtip ratIrli) te .46-t *La-4\ (AiX6 r.i4:4L..74-7 A..04,x(mtee A 147-h4 ly f ,• - /--V (6`(,.//iltM it.es 77) 44 141\7‹ uy ilde, Al eri, (VC.— Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ‘• re - , . • z —i 0 cOuj CD IL w 0 • g .73 < • u) a z 1-0 z uj 0 — C1 1— W 1— - L 0 " Z (j) 0 — I= 0 1— z COMMENTS: '• Type of Inspection SD Add ess• / -z fi - G(i t /,A,.. S , f _ / / 7 -6 7Z 7 I ' 2 i J U 5 / 3 G 6. I � trh )fit" A al A Special instructions: ce^' 4 #cl ce /, // t 6. _ SC- 4 /vim (A 9 Reqt,hy: ^ 44 77) 61 . UiJY ,4-�' r I ,�-i.0 / t e1s► yy'�--- (A by "'A/ � O(f gi, r e 5 . ! Project: / _ / L.i C ,ate`'•,` Type of Inspection SD Add ess• / -z fi - G(i t /,A,.. S , Date called: / / 7 -6 7Z Special instructions: Date wanted. /, // a.m. P.m. Reqt,hy: Phone: INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D, PERMIT NO: (206)431 -3670 n Approved per applicable codes. E Corrections required prior to appibval. Inspector: G'v Date: —7 4)7°2-- J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Receipt No: ✓�.1�..'� %ia�wcu.�%.�'.'S�c�' "-:'. i.S� ro i:.:�.t.l "��w� w, sR''!: �'l: +.r• i6�a;•ii:e %i:.i�s>r:"`:fin:::Ft'.4!::r:.i iiG•;;¢o Project: � Add�es C s: t Type of Inspection: S53 O �/ 1 71 c 41/ S Date called: 6743/0P- Special instructions: 1 Date wanted: a.m. 07/22 )aA Requester, . Phon : Ca 53)37 sib 65S INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Approve 7/ 2-4 4 5 4 p, ®. G , per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: i Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • ...w k...,....... u.. Qi; e ;: i;: i', s� .!�wt:;.tt:S.ut�;r.ai•;w.jti.E. i,.a >t!'» ^:car r..,... :k,...tn•;h•i.s�tr:aa "�;�i,...; �,; L. ,.. w `i :'•v W ' D. J U• U U) 0 W =. J H W 0 � < � = W H =. Z I— O. Z uj U 0. O N; 0 1— W W Z H 0 : z U= 0 z e .Nt,`,744vO*11:tr+sk,•4 Pr ject: n Typ of Inspection: ,i----rq kw in 1 / Co t-43 ( , A � t5Yil1 1/2 ,V s D a te al ed• __.1 Z S�o2. Special instructions: Da C77te : l y� r ca, Requ er: C. rheS 4 V0F31/ ;6300 Southcenter Blvd, #100, Tukwila, WA 98188 : INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION pproved per applicable codes. COMMENTS: C Receipt No: :U:4 ..'.'.... _ ... _. .w.JR3pY. ; � 0 _' 4 .t. • INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. pc4-v. ." .k 0 T.lr) Date: PERMIT NO. (206)431 -3670 n sector: \ Dat7 .— .2» y r 0 G 7.00 REINSPECTION E REQUIRED. Prio to inspection, fee must be paid :t 6300 Southcenter Blvd. Suite 100. CaII to hedule reinspection. uSac. �- y�. �. i* C 'irce,.w.�:��:^.,5..,.�.:.�..* "x't:1i::''::•= �.,n'. >�' > k�L».�dwi:dct!.:�.�.:":i.r: i..._ Z HZ . re f : U O O W J CO �. W O w z �_. z �. I- O Z H. w U � .O - .0 W W. H w Z' U =; O ~' Z Project: Type of Ins ection: A. /Rat/ I l ig AU S b. Date called: 17 Special instructions: Date wanted: `] "i (0 U)-. a.m. p.m. Requester: Phone; a 3S D Saco INSPECTION RECORD' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 DD1 - 3q/ PERMIT NO. (206)431 -3670 0 Approved per applicable codes. 15 required prior to approval. COMMENTS: 1- VA) CLAJ--e. s J: 1 t 1i ft 1 WZI-- & nn l t thADD � � 1 Cam- (: r^Q c) LA k ) Date: $4 0 REINSPECTION FEE EQUIRED. Prior t inspection, fee must be paid at . 00 Southcenter Blvd., uite 100. Call to sc edule reinspection. Receipt No: Date: : M t: .. _luon: T ype of specti 1 6 Address: 1 )-1-1 4 S Ail so Date called: - 1 - ° 2 Special instructions: Date wanted: a.m. "7 _ t 4_ -� 4 "m. Request r• r Phone: C? C, "2-- 4 7, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 INSPECTION RECO Retain a copy with permit o PERMIT NO. (206)431 -36 El Approved per applicable codes. Corrections required prior to approval. COMMENT ..�� c� u� 9 AdN. S& 1/4 la P $ 7.00 REINSPECTION FEE Dat EQUIRED. Prior to nspection, fee must be paid 6300 Southcenter Blvd., Sul - 100. Call to schedule reinspection. R- eipt No: Date: 'u, : Y .:�oi:e .. z 6 00 0 . W = J 1.- N u. 0 J w d - = I_ Z ° W gyp; O N' O I-- WW H U, U" 0 Li . z' 0 � z v Pr91e tt: Ue l rc d-( /1 O Type spection: G pp ect i ,, 7 f A ���I ��' �v s D ate cal red: -✓ 7 �C / ©a :Special instructions: Datg,w ie / a.m. ,�`7 C�.���' Requester: /' Me'5 Phone: DOG - .7.� = z INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION :;6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. ]Corrections required prior to approval. COMMENTS: !,) c 4 4 ` ` h n� lV)u $ °` V ( 11 / 4 VA; n h 4fpc , �, C'G vA 6-2 1-ye +,-i ov w►e Cl Inspector: Date: - 7` 1 _ a a, 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: rot Date: �wFCY. a� } ,.wt[SLl ^'R:a.4.t�u`•.ilutiFa:a w� <:•d:.i':. lyd..�:ttia�r7a'! w : et 2 UO CO ' U) W CO IL W Q 2 z I` ZO W tu U w O o 1 . W W = U, LL o ` u = . O v COMMENTS: Ty of Inspection:, " ! / l n gv 71 • .....s - fl ..aAd Date called: G /y a2- Special instructions: id Date wanted: a.m. ‘•/7d2 •�Ii Reque ter: / 5V 44 /c.4i'rh�:•P` _7 'A Aq7 04,&,e .42aUdyt ,e2 ` f ,: Project ,:,, Ty of Inspection:, " ! / Address: / 2. 7/ r, S Date called: G /y a2- Special instructions: Date wanted: a.m. ‘•/7d2 •�Ii Reque ter: / Phohe: .V06 X3.5'' »c45 ' 4 , 7 Inspector• INSPECTION RECD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .00 REINSPECTION E REQUIRED. at 6300 Southcenter BIv ., Suite 100. Ca leceipt No: Date: PERMIT NO. (206)431 0 153 . Approved per applicable codes. 11 Corrections required prior to approval. rrior to inspection, fee must be paid to schedule reinspection. Date: COMMENTS: Type of Ins ection: Address: �y Date led: -,,.-/-,...z. Special instructions: Date wanted: a.m. Reques� v- Phones o?D r�..3..5 a?. -7�► 1, 444 Proje Type of Ins ection: Address: �y Date led: -,,.-/-,...z. Special instructions: Date wanted: a.m. Reques� v- Phones o?D r�..3..5 a?. -7�► o REINSPECTION FE ' EQUIRED. 00 Southcenter Blvd., Su to 100. C eceipt No: INSPECT .N NO. INSPECTION RECO Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 8 `"•'(206)431 -3670 Approved per applicable codes. n Corrections required prior to approval. rior to inspection, fee must be paid to schedule reins +ection. Date: r s';iY.:.'1:a:'�` 'iie " . r `.c= . ak2::�•.'�1s�a Z rt w 6 JU 00 mo _ N O W J '. to uj z � Z I- 11J uj O N; O I- LL! W H U , .Z . til C.) o � z Project' � �:C.Q— .�.� -'�.� -Type sp�tion: f l�,C/` Gc'Ic.�i mac... Address: 12v2 VV/ VF /4 3 Date called: =/3 -a...2- _-.. Special instructions: c^.c _ Date wanted: .5 �'a.m. �m Requester: � Phd'ne: ' INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1A -Pvlar 4 U nn G s... i o vk G nn rn ti-e 1`� S1�,, � J 3 e)ci — '-1 vv �.� • PERMIT NO. (206)431 -3670 Inspector; fix_ (J I J /1M Date: _ _ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: M b 6141131,l 2r'''' v P ject: lee Rs,�LuL' 4-o- e of Inspectio t , r i 1,06 V I I- k /1Y S Date E ied 4 ; . // oo�< ? Special instructions: Date w nted• a.m. Request r: Pho 0 - 79C/5(1 COMMENTS: nspecto Receipt No: Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 7.00 REINSPECTION REQUIRED. Pri at 6300 Southcenter Blvd. ., Suite 100. CaII to Corrections required prior to approval. Date — to inspection, fee must be paid chedule reinspection. Date: (206)431 -3670 GJ i:.l'?f �.h.°..+ ;: fL� ":.Y :i f+f w'c��'S�:,.�i::tY."ni[� i'� K'?t�...ril:J.}.... .,9` fti+:'s:u .' iy ';,.�:L +,.::i`: "ux..,.•'.:v.F'7 �!i:�.,✓ c:�tJ`•.ft�!''i „i:w �+.:,fkS /; xe h oC z a re W tD 0 O C3 W = J im W 0 .. g _ : O d I-- L11 2 z 1- 0 Z H: N • p' • CD O I— W W u_ f' O .. W = :. ir- O ~ ! z Pr2•1 4) ( 40 ;d 6wv.......t Witean:j 47S ai t Date called: q/ Ai Idi Li 1 L. /84 . i . ,4 1No t ....s Special instructions: / i / 4. J r ;,,4 • ? at I ( / 6 Iii L t Date wanted: Ayc) p.m. Requester: Phone: 20CA 799- /3f ,a. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southceriter Blvd, #100, Tukwila, WA 98188 2 , INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431-3670 E - Approved per applicable codes. Corrections required prior to approval. COMMENTS: ■ - Tar+ ttyv-e4•f r To uy coacoA . Ins ._ _ : : ? : c : LQ Adltp. Date: al.+. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .haii • , t • , A,„ Address Sprinklers: Fire Alarm: Hood .& Duct: Halon• Monitor: Pre- Fire: Permits tkAI,X, a�'i5taa.,r'*tt'i. J `. roject Name 41. Retain-currerit inspection - schedule Needs shift inspection Approved without correction notice Approved with correction notice: issued a • At +st tf , ti a w t ^. r # ": �, t .' ` , . CA *r 'Pil.7'cVerW . City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. { 0\ ... `Authorized Signature Date FINALAPP.FRM • 1 6f Rev. 2/19/98 T.F.D. Form F.P. 85 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 f MiTek° Re: jamesl FILE COPY The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by BMC West- Tacoma Pages or sheets covered by this seal:R1064039 thruR1064053 My license renewal date for the state of Washington isJanuary 24, 2002. December 21,2001 MiTek industries, Inc. 3033 GOLD CANAL DRIVE SUITE 200 RANCHO CORDOVA CA 95670 USA FAX (916) 631 8225 TELEPHONE (916) 631 7811 CITY RECEIVED TUKWILA DEC 2 8 2001 PERMIT CENTER Anderson, Bob The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI -1995 Sec. 2. 1)01 -391 91/1 d 9989' S31d1SNQNI Wd8C: 1002 'lZ' J U U O co 0 , N W W =.. N u_ O: 111 u. • UJ Z CY Z 2 ;0 =r WW! .. • H V i t .. Z' '. U N,. r.„ ~S Z • Truss 1 SO1A • -1.0.0 5-5-4 10.0.0 124 1 554 4$12 2-8-4 ) Plate •ffsets (X,YI: LOA • NG (pal) TCLL 25.0 TCD 7.0 BCLL 0.0 BCD 10.0 LOA' CASE(S) Standard A Design building comp web m Addltloe regard e9 Brat Plate Ir acoma 3x6 LUM: ER TOP HORD 2 X 4 HF No.2 BOT HORD 2 X 4 HF No.2 WEB' 2 X 4 HF Stud 6 -0.0 8S0 (H:0-3-0,0-2-14] 2.50 r12 Truss Typt ROOF TRUSS SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANSt95 1 :5x4 C 6x6 = CSI TC 0.56 BC 0.78 WB 0.59 (Matrix) 6-04 REA• IONS (lb/size) 8 =895/0 -5.8, F= 902/0 -7 -12, F =902/0 -7 -12 Max Hon B =- 51(load case 6) Max UpliftB =- 741load case 5), F =- 76(load case 6) FOR• S (lb) - First Load Case Only TOP HORD A -B =21, B -C= -2773, C- D= -2525, D-E= -1420. E- F = -1480, F-G=24 BOT HORD B -I =2533, H-1=1111, F- H=1276 WEB - C- I = -249, 0 -1 =1580, D- 4=345, E•H= -341 4x6 - D Qty 1 1 y 5.00 F1'£ %� 1.5x4 11 E H 6x6 12.8.8 1 19-14 DEFL in (loc) 1/deft Vert(LL) -0.18 I >999 Vert(TL) -0.31 B -I >753 Horz(TL) 0.14 F n/a 1st LC LL Min 1 /dell = 240 BRACING TOP CHORD Sheathed or 3 -1 -11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOT:- 1) Th . truss has been checked for unbalanced loading conditions. 2) Th • truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top ch rd dead load and 3.0 psf bottom chord dead Toad, In the gable end roof zone on an occupancy category I, condition I en losed building, with exposure 8 ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If • orches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Th truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16.8, U: -94. 4) Be ring at joint(s) B considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should ve fy capacity of bearing surface. 5) Th truss has been designed with ANSI/TPI 1 -1995 criteria. YARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE r slid for use only with Mack connectors. This design is based only upon parameters shown, and is for an individual component Id be installed and loaded vertically. Applicability of design parameters and proper Incorporation of a nt Is responsibility of budding designer --not truss designer. Bracing shown Is for lateral support of individual n bars only, Additions, temporary bracing to Insure stability during construction Is the responsibility of the erector el permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance g fabrication, quality control, storage, delivery, erection, and bracing, consult OST -85 Quality Standard, 058• Ing SpecIticetion, end HI8 -91 Handling Installation and Bracing Recommendation available from Truss atitute, 553 O'Onotrio Drive, Madison, WI 53719 MiTek Industries. Inc. (optional) 4.201 SR1 s Oct 23 2001 MiTek Industries, Inc. Fri Dec 21 08 :16:41 2001 Page 1 20.40 7-3-12 4x4 = I 20-0-0 1 6.814 0 -10 -10 PLATES MI120 Weight: 67 lb GRIP 185/118 RI064049 91 /Zl 'd 9989 53181SNUN1 N3111A1 Wd£1 —1002 'IZ'aa4 21-0-0 1 -0-0 Scale = 1:37.1 1 EXPIRES 1.24-021 December 21,2001 0 0 ' , E m J Gc •= tALL o W 0 0 LL j : N 1-- _ Z I— 0 Z Lu O N W W U = P. JAME Plate ffsets (X,Y); LOA NG sf (p ) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCOL 10.0 LUM TOP BOT WEB REA FOR TOP BOT WEB NOT 1) Th 2) Th ch . en If 3) Th UB 4) Be ve 5) Thi LOAD Design buildin compe web lb Additio regard' C C - 1 -0-0 T russ SO1 acoma HO RD 2 X 4 HF No.2 HORD 2 X 4 HF No.2 2 X 4 HF Stud CASE(S) Standard 5-54 6-5-4 Truss Type ROOF TRUSS { 5.00 [T2 3x6 s H 2.50 [12 6x6 = 8.6-0 12-8.8 20-0-0 6.6-0 SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANSI95 6x6 = 10-0-0 4-6-12 CSI TC 0.58 BC 037 WB 0.59 (Matrix) IONS (Ib /size) B= 899/0 -5 -8, F =899/0 -5 -8 Max Horz B =- 51(Ioad case 6) Max UpliftB=- 74(Ioad case 5), F=- 74(load case 6) S (Ib) - First Load Case Only HORD A -B=21, B -C= -2792, C -D= -2544, D -E= -1444, E -F= -1501, F-G -23 HORD B -I =2551, H -I= 1123, F -H= 1296 C 1 = -249, 0- 1=1567, D- 1-1 =363, E -H= -356 09 Ors ding Speciticatlon, and HI8 -91 Handling Installation and Bracing Recommendation available from Truss Piet, Ir1stilule, 583 D'Onolrto Drive. Madison. WI 53719 91/11 ' d- -9989' QN 2-8-4 S • et 1.5x4 11 E e n • ustrles, nc. n • ec 12-8-4 1 20-0-0 4x6 = D 7-3-12 6-0-8 75-8 DEFL in (loc) 1 /dell Vert(LL) -0.18 I >999 Vert(TL) -0.31 B -1 >748 HorzITL) 0.14 F n/a 1st LC LL Min I /defl = 240 BRACING TOP CHORD Sheathed or 3 -1 -9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0.0 oc bracing. truss has been checked for unbalanced loading conditions. truss has been designed for the wind Toads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top rd dead load and 3.0 psf bottom chord dead Toad, in the gable end root zone on an occupancy category I, condition 1 Iosed building, with exposure 9 ASCE 7.95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. . rches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-5, -94. ring at Joints) 8 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building designer should fy capacity of bearing surface. truss has been designed with ANSI/TP' 1 -1995 criteria. ARNING - Verify rle.ri,Sn parameters and REAL) NOTES ON THIS AND REVERSE SIDE BEFORE USE lid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual component to be installed end loaded vertically. Applicability of design parameters and proper Incorporation of enl is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual bars only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. al permanent bracing of the overall structure Is the responsibility oI the building designer. For general guidance g fabrication, quality control, storage, delivery, erection, and bracing, consult GST•ea Quality Standard, 0511- r MTalr (ntlnelrieic Inc. S31N1S(19N1 )13111N PLATES MI120 Weight: 67 Ib 4x4 = GRIP ( 21-0-0 1 1•0•0 Scale = 1:37.1 165/148 06 0 0 EXPIRES 1.24-02. December 21,2001 N07 :17 -1002 1Z 38 0 • Z W ' �U 00 fn o . 111 = —J CA .W O. g • _; Z � I- O: Z z D = p. O tn.. 10 I•- W W. CD • — O F' , Z. iib II JAME • 1 Tr ----- Truss MO2 Truss Type ROOF TRUSS Qty 3 Ply 1 R1064047 foptionaf) • SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANSI95 CSI TC 0.38 BC 0.33 WB 0.54 (Matrix) DEFL in (ioc) I /deft Vert(LL) -0.04 B -F >999 VertITL) -0.08 B -F >999 Horz(TL) 0.01 E n/a 1st LC LL Min I /deft o 240 LOAD NG (psf) TCLL 25.0 ICU 7.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud LOAD CASEIS) Standard -1 -0-0 1-0-0 REACTIONS (lb /size) E- 484/0-3.8, 9= 571/0.5.8 Max Horz B =131(load case 4) Max UpliftE=- 55(load case 5), B =- 62(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A -B =23, B -C= -771, C -D= -109, D -E- -148 BOT C HORD B -F =644, E -F =644 WEBS C -F -139, C -E= -678 6.2-2 6-2-2 12-0.0 5-9-14 NOTES 1) Thi i truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top ch rd dead load and 3.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category I, condition I enclosed building, with exposure B ASCE 7 -95 par UBC /ANSI95 If and verticals or cantilevers exist, they are exposed to wind. It porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip Increase is 1.33 2) Thi i truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -8, UB ; -94. 3) Thiy truss has been designed with ANSI/TM 1.1995 criteria. A ARNING - Verify design barometers and REAL) NOTES ON THIS AND REVERSE SLUE BEFORE USE Design • lid for use only with MITek connectors. This dealgn Is based only upon parameters shown, and is for an individual buiidin• component to be installed and loaded vertically. Applicability of design paremeteta end proper Incorporation of compo =nt Is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web m bers only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additlo al permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardi g fabrication, quality control, storage, delivery, erection, and bracing, consult OST -e8 Quality Standard, DU- O Bra Ing Specification, and 1116.91 Handling Installation and Bracing Recommendation available from Truss Plate 1 Mute, 583 D'Onofrlo Drive, Madison, WI 53719 91/01 'd- 9989' °N 4.20 SR1 s Oct 2b 2001 MiTek Industries, Inc. Fri Dec 21 08:16:39 2001 Page 1 MiTek Industries, Inc. 3x4 11 D PLATES MI120 Weight: 46 Ib BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. GRIP 185/148 S3ld1Sf4Nl ELM WdZV:t —1002 'H' Scale = 1:35.3 I EXPIRES 1.24021 December 21,2001 t-.x?: tit- �iz:,a < n�w xitsa >�tur' W i C) 00 wo W = t— W.O ga .. Da = d : I Ili Z � 1- 0 , Z ID 1— UJ I IL r: Z ` W 9. f- 2 Z v Job JAME31 • Truss MO1A russ yp ROOF TRUSS Qty 3 Ply 1 R1064046 to s tionall LOADING (psi) TCLL 25.0 TCOL 7.0 BOLL 0.0 BCDL 10.0 LOAD CASEIS) Standard N SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANSI95 CSI TC 0.09 BC 0.04 WB 0.00 (Matrix) .zUi SK1 s U ct 25 2001 MITe I ndustries, Inc. Dec 21 08:18:39 2001 Page 1 2x4 2 -0-0 2 -0-0 DEFL in (loc) I /de(I Vert(LL) -0.00 B >999 Vert(TL) 0.00 A -B >999 Horz - 0.00 C n/a 1st LC LL Min I /deft 240 NOTES 1) Th s truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 pat top ch< rd dead load and 3.0 psi bottom chord dead load, In the gable end roof zone on an occupancy category!, condition I en< lased building, with exposure 8 ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If torches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 21 Ths truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UB 2 -94. 3) Th`s truss has been designed with ANSI/TP' 1 -1995 criteria. A VARNING - Verify dcesign parameters and READ NOTES ON THIS ANL) REVERSE SiDE BEFORE USE Design valid for use only with MITek connectors, This design is based only upon parameters shown, and is for an Individual butldint component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of compor ant is responsibility of building designer — not truss designer. Bracing shown Is for lalerel support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Addltio al permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regards ig fabrication, qualify control, storage, delivery, erection, and bracing, consult QST -88 Quality Standard, DSO- 09 Bra Ing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries. Inc. 91/6 'd--- 9989' °N S3Id1SN@N1 )1311W PLATES GRIP MI120 185/148 Weight: 6 Ib LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 2-0-0 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib /size) C=43/0 -5 -8, 8 =168/0 -5.8, 0= 19/0 -3 -8 Max Horz B =2411oad case 6) Max UpliftC=- 17(Ioad case 6), B =- 26(load case 5) Max Gray C= 43(load case 1), 8= 166(load case 1), D= 391load case 2) FORCES (Ib) - First Load Case Only TOP CHORD A -B =23, B-C =-32 BOT CHORD 13-0 -0 I EXPIRES 1.2402. December 21,2001 wdZti:17 —loot 'IZ' Scale= 1:7.8 Job • , Truss Truss Type t� y Ply • R1064045 JAME31 MO1 ROOF TRUSS 3 1 (optional) , 1 acoma LOADENG (psf) TCLL 25.0 TCDLI 7.0 BCLL 0.0 BCDL, 10.0 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 LOAD CASE(Si Standard N t-' 4 a •1.40 1-0-0 .201 SHI s Oct 25 2001 MiTek Industries, In Fri Dec 21 08:16:38 2001 Page 1 2.0.0 2-0-0 SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANSI95 CSI TC 0.09 BC 0.04 W8 0.00 (Matrix) 2x4 = REACTIONS (Ib /size) C- 4310 -5 -B, B= 165/0 -5.8, D =1 9/0.5 -8 Max Horz B= 24(load case 6) Max UpliftC =- 17(load case 6), B =- 26(load case 5) Max Gray C= 43(load case 1), B=l65(1oad case 1), D =38(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD A -B =23, B -C = -32 BOT CHORD 13-0 =0 2 -0-0 2-0-0 DEFL in Iloc) 1 /deft Vert(LL) -0.00 B >999 Vert(TL) 0.00 A -B >999 Horz(TL) -0.00 C n/a 1st LC IL Min I /dell a 240 4 j YARNINC - Verify design parameters and READ NOTES ON THiS ANL) REVERSE SIDE BEFORE USE Design Iralid for use only with MITsk connectors. This design is based only upon parameters shown, and is for an individual bulidinicomponent to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of compo , nt Is responsibility of building designer — not truss designer. Bracing shown Is for lateral support of individual web meinbera only. Additional temporary bracing to insure stability during conslructian is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardtsg fabrication, quality control, storage, delivery, erection, end bracing, consult OST -aa Duality Standard, DSB- 139 Braving Specification, and HIB•91 Handling Installation and Bracing Recommendation available from Truss Plata institute, 583 D'Onotrlo Drive, Madison, WI 53719 91/8 'd 9989' BRACING TOP CHORD Sheathed or 2 -0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 3.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 1, condition I enclosed building, with exposure B ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 18.8, UBC -94. 3) This truss has been designed with ANSI/TPI 1 -1995 criteria. PLATES MI120 Weight: B Ib GRIP 185/148 EXPIRES 1.24-02. December 21,2001 MiTek Industries, Inc. S3I81SNONI )131IW Wdlt :1 —1032 'T Scale = 1:7.8 v ,Job Truss Truss Qty Ply JAME51 GE06 ROOF TRUSS 1 1 R1064044 (optional) , i acoma LOADING (P50 TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 A Design butldinl compo web ml Additlo regardi Seers Piste I -1 -0-0 1-0-0 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 OTHE 35 2 X 4 HF Stud LOAD CASE(S) Standard SPACING 2.0.0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC /ANS195 3-6-0 3-8.0 1.5x4 II 5.00112 C CSI TC 0.09 BC 0.07 WB 0.03 (Matrix) FORCES (ib) - First Load Case Only TOP CHORD A -B =23, B -C =98, C -D =51, D -E =51, E -F =98, F -G =23 BOT CHORD B- I- -57, H•I - -57, F -H = -57 WEBS C -I= -156, E -H= -156 . s ct _se k Industries, Inc. Fri Dec 21 08 :16: Page 1 3x4 = 2x4 = 1. x • I l 1.5x4 11 7-0-0 7 -0-0 1.5x4 1( 7-0-0 3$0 DEFL in (loc) 1 /deft Vert(LL) n/a - n/a Vert(TL) 0.00 G >999 Horz(TL) -0.00 F n/a 1st LC LL Min I /deft = 240 REACTIONS (Ib /s)ze) B=156/7 -0 -0, F=156/7-0-0,1=202/7-0-0, H =202/7 -0.0 Max Horz B=24(Ioad case 5) Max UpliftB=- 27(load case 5), F =- 29(Ioad case 6), I-- 23(load case 5), H=- 2l(load case 6) Max Gray B= 164(load case 7), F= 16411oad case 81, I =209(Ioad case 7), H= 209(load case 8) PLATES MI120 Weight: 22 lb BRACING TOP CHORD Sheathed or 7 -0 -0 oc purllns. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES 1) Th s truss has been checked for unbalanced loading conditions. 2) Th s truss has been designed for the wind Toads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead Toad and 3.0 psf bottom chord dead Toad, In the gable end roof zone on an occupancy category I, condition 1 en( losed building, with exposure B ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If F orches exist, they are not exposed to wind. The lumber DOL Increase is 1.33, and the plate grip increase is 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 MiTek "S andard Gable End Detail" 4) Gale requires continuous bottom chord bearing. 5) Ga >le studs spaced at 1-4.0 oc. 6) Th,s truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 71 This truss has been designed with ANSI/TPI 1 -1995 criteria. YARNING - Verily design parameters rrnd REAL) NOTES ON THIS ANL) REVERSE SIDE BEFORE USE v alid tor use only with Welt connectors. This design is based only upon parameters shown, and Is for an individual component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of ent Is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual mbers only. Additional temporary bracing to insure stability during construction is the responsibility oI the erector. MEN= N M i al permanent bracing of the overall structure la the responsibility of the building designer. For general guidance g fabrication, quality control, storage, delivery, erection, and bracing, consult 05T -88 Duality Standard, DSB- Ing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss stitule, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries. Inc. 91/L 'd — 9989' °N S3I81SNONI )131IW -- 8.0.0 1.0-0 Scale = 1 :15.2 GRIP , 185/148 EXPIRES 1-24-02j December 21,2001 wdlt'l —IOOZ '1Z.380 'Job. JAMES1 Truss GE05 rues ypr. ROOF TRUSS Qty 1 Pl 1 R1064043 to . tional) LOADING (psf) TCLL 25.0 TCDL1 7.0 BCLL 0.0 BCDL, 10.0 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud OTHERS 2 X 4 HF Stud LOAD CASES) Standard i 1-0.0 1 -0-0 cv r an r s uct za 4Ulrl Mi l ek lnoustries, Inc. Fri Dec 21 08 16:37 2001 Page 1 12-0-0 1,5x4 II 1,5x4 II j 1.5x4 111 5.00 1.5x4 I)H 1.5x4 It 1111111 1.5x4 I) F 1.5x4 l l E 1.5x4 11 D C ; ■ . : 12 -0-0 M -w'fa w-w-� w- w'w-w-�-w-wwwiw• ••w•w• wrw -w-� � � w - �- w - w - w - - -, 1 "i�i�7 0 i4•i 4 iwi 4 M•i' - �•i•i•i i•�•i•i•iwi•i•i •i •i •i• 4•1•i•iii i•i.i•i�i• 3x4 = R Q P ON 1.5x4 I I 1.5x4 11 1.5x4 I t 1.5x4 1 1 1.5x4 1 1 1.5x4 I I 1.5x4 II 12 -0-0 12-0-0 SPACING 2 - - Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC /ANSI95 CSI TC 0.09 BC 0.06 WB 0.04 (Matrix) DEFL in (loc) I /defl Vert(LL) n/a - n/a Vert(TL) 0.00 A >999 Horz(TL) 0.00 K n/a 1st LC LL Min I /defl = 240 REACTIONS (Ib /size) K=44/12-0-0, B = 172/12 -0.0, R=201/12-0-0, Q - 76/12.0 -0, P=120/12-0-0, 0 -1 10/12 -0-0, N — 112/12.0.0, M = 114/12 -0-0, L=110/12-0-0 Max Hon 8 =131(load case 4) Max UpliftK =- 16(load case 4), B=- 5(Ioad case 5), R = - 22(Ioad case 5), Q =- 15(load case 5), P =- 16(load case 5), 0 =- 15(ioad case 5), N =- 17(Ioad case 5), M 12(load case 5), L =- 1911oad case 5) FORCES (lb) - First Load Case Only TOP CHORD A -B -23, B -C =33, C- 0 = -25, 0 -E =17, E -F =15, F -G =16, G -H =16, H-1=15,1-J=12, J-K=-33 BOT CHORD B -R =1, Q -R =1, P -Q =1. 0 -P =1. N -0 =1. M -N -1, L -M =1, K -L =1 WEBS C -R= -147, 0- Q = -62, E- P = -90, F- 0 = -85, G- N = -85, H- M = -87, I -L = -84 NOTES 1) This truss has been designed for the wind Toads generated by 80 mph winds at 25 ft above ground level, using 5.0 pst top chord dead load and 3.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category I, condition I enclosed building, with exposure B ASCE 7.95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber 00L increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind Toads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1.4.0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads per Table No. 16 -B. UBC -94. 6) This truss has been designed with ANSI/TPI 1 -1995 criteria. 'YARN/NG - Verify design parameters and READ NOTES ON THUS AND REVERSE SIDE BEFORE USE Design alid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Indrvlduel buildin component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of compo ent Is responsibility of budding designer — not truss designer. Bracing shown is for lateral support of individual web mehrbers only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additio al permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -85 Quality Standard, (88 - e9 BreaIng Speciflcstian, and HIB -et Handling Instelletion end Bracing Recommendation available from Truss Plate Institute, 587 D'Onofrlo Drive, Madison, WI 57719 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except and verticals. BOT CHORD Rigid ceiling directly applied or 10 -0.0 oc bracing. MiTek Industries. Inc. K 1.5x4 it PLATES MI120 Weight: 57 lb GRIP I 185/148 Scale = 1:40.4 ` EXPIRES 1 - 2402.1 December 21,2001 91/9 'd 9989' S3I81SNONI )131I11 1A1d @1'4 —100Z '1Z'380 Jqb JAME -1 Truss 0E04 'Truss Type ROOF TRUSS Oty 1 Ply 1 R1054042 (o•tional) , r acoma .201 SR1 s Oct 25 2001 MiTek Industries, Inc. Fri Dec 21 08:18:38 2001 Page 1 SPACING 2.0 -0 Plates Increase 1.15 Lumber increase 1.15 Rep Stress Incr NO Code UBC /ANSI95 CSI TC 0.18 BC 0.03 W8 0.00 (Matrix) DEFL in (loc) I /deft VertILL) n/a - n/a VertITL) 0.01 A -B >999 Horz(TL) 0.00 D n/a 1st LC LL Min I /defl = 240 LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud REACTIONS Ilb /size) D= 28/2.0 -0, B =187/2 -0-0 Max Horz B=25(load case 4) Max Uplift D=- 3(load case 4), B=- 48(Ioad case 5) Max Gray D= 33(load case 2), B =187(load case 1) LOAD CASE(S) Standard A -1-0-0 1 -0-0 5.00 2-0-0 2x4 2 -0-0 2 -0-0 2-0-0 A ARNING - Verify design parameters and REAL) NOTES ON TIM AND REVERSE SIDE BEFORE USE Design slid for use only with AlfTek connectors. This design is based only upon parameters shown, and is for an Individual buildin component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of compo ent Is responsibility of building designer — not truss designer. Bracing shown Is for lateral support of Individual web m mbers only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Addill• al permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regard) g fabrication, quality control, storage, delivery, erection, and bracing, consult OST - 98 Ouallly Standard, 058 - e9 Bra Ing Specification, end 1418.91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 593 D'Onotrio Drive, Madison, WI 53719 91/9 'd 9989' 1.5x4 l� C 1.5x4 1 PLATES MI120 Weight: 7 lb BRACING TOP CHORD Sheathed or 2 -0 -0 oc purlfns, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (Ib) - First Load Case Only TOP CHORD A -B = 24, B -C = -40, C -D = -11 BOT CHORD B -0-0 NOTES 1) This truss has been designed for the wind Toads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 3.0 pst bottom chord dead load, in the gable end roof zone on an occupancy category 1, condition i enclosed building, with exposure 8 ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If torches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Trrss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek 'S andard Gable End Detail" 3) Gale requires continuous bottom chord bearing. 4) Ga As studs spaced at 1-4-0 oc. 5) Ths truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -8, UBC -94. 6) Ths truss has been designed with ANSI/TPI 1-1995 criteria. MTek Industries. Inc. S3IdIS00NI )31I11 GRIP 185/18 WdOti —1002 '1Z' Scale = 1:7.8 EXPIRES 144.021 December 21,2001 JO. • Truss Truss Type Oty Pty JAMESI GE03 KINGPOST 1 1 R1064041 All ,., IS I% ... _- ..... (optional) • Plate •Dtsets (x,Y): (G:0.2- 0,Edge) LOADING (est) TCLL' 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 -1-0-0 1 - 0 - 0 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 OTHERS 2 X 4 HF Stud LOAD CASE(S) Standard 3x4 - 5.00 F£ 1.5x4 11 1.5x4 I1 D 1.5x4 H 1.5x4 11 3x4 1.5x4 (1 1.5x4 I1 G F 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 l l 13-0-0 13-0-0 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Th4 truss has been designed for the wind Toads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 3.0 psf bottom chord dead load, In the gable end roof zone an an occupancy category I, condition! enclosed building, with exposure B ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 MiTek "Standard Gable End Detail' 4) Gavle requires continuous bottom chord bearing. 5) Gavle studs spaced at 1-4 -0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 7) Ths truss has been designed with ANSI/TPI 1 -1995 criteria. A WARNING - Vrrifi design parameters and READ NOTES ON THIS ANL) REVERSE SIDE BEFORE USE Design valid for use only with MITak connectors. This design Is based only upon parameters shown, and is for an Individual bulldin component to be Installed and loaded vertically, Applicability of (resign parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web m.mbers only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Addltioral permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -O5 Quality Standard, DSO• 09 Bra :Ing Specification, and HI0.91 Handling Installation and Bracing Recommendation available from Truss Piste Institute, 613 D'Onolria Drive, Madison, WI 53719 MiTek Industries, Inc. 91 /P 'd 9989' S31d1SOONI )131111 r ek Industries, Inc. Fri Dec 21 08:16:38 2001 Page 1 1.5x4 I 1 H 1.5x4 161 �` M r� 1.5x4 ( I J 1.5x4 II K ■ ■ ■ ■ ■ ■ ■ ■ RE ►••• ••••••••••••••••••• •• • •• •••• •• • • • • ••.••••• ••'!•• ! •••! ! • • •�• ••••• 4s • 4b, * • • • • • 4 " • • • I • 3x4 = 1.5x4 H 1.5x4 11 PLATES MI120 Weight: 491b BRACING TOP CHORD Sheathed or 6.0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (lb/size) 8= 175/13.0.0, L =185/13 -0.0, R =70/13 -0.0, Q =85/13.0 -0, U =201/13 -0.0, T =80/13 -0.0, 5= 85/13.0 -0, P =95/13 -0.0, 0 N=170/13-0-0 Max Hort 8 =37(toad case 5) Max Uplift 8=- 2711oad case 5), L =- 33(Ioad case 6), U-- 21(Ioad case 5), T-- 16(load case 5), 5 1311oad case 5), P =- 17(load case 6), 0 6), N 16(load case 6) Max Gray 8= 17511oad case 1), L =16511oad case 11, R= ?Mead case 11, Q •85(load case 1), U =201(Ioad case 1), T =80(Ioad case 7), S 7), P =97(load case 8), 0 =94(Ioad case 8), N= 170(load case 8) FORCES (lb) - First Load Case Only TOP CHORD A - =23, B - =26, C - D = - 31, D - =9, E- F= -15, F- G = -23, G- H - -22, H- I = -19, I- J - -24, J- K L -M = 23 BOT CHORD B -U =7, T -U =7, S-T =7, R -S =7, 0 -R =7, P -0 =7, 0 -P =7, N -0 =7, L -N =7 WEBS F- R =-54, H- Q =•84, C -U =•146, D- T = -65, E- S = -63, I- P = -72, J- 0 = -74, K -N= -126 14 -0-0 1 -0-0 GRIP 185/148 Wd6C 1t — 1002 '1Z'3a0 Scale = 1:29.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina NO Code UBC /ANSI95 CSI TC 0.09 BC 0.08 WB 0.03 (Matrix) DEFL in (loc) 1 /deft Vert(LL) n/a - n/a Vert(TL) 0.00 A >999 Horz(TL) 0.00 L n/a 1st LC LL Min Ildefl = 240 = 94/13 -0 -0, =- 17(toad case =88(load case 1 SIRES 1 -24-021 December 21,2001 :g Z W . CL 2 6_ ,J U 0 c) W = W g 1 LL Q a . I W Z 1- 1- O Z H- u i U O N 0 1- UJ fJ W I . iz O H v Job , JAMES1 - Truss GE02 Truss Type ROOF TRUSS Qty 1 Ply 1 R1064040 (optional) T acoma -1 -0-0 1 -0-0 LOAD NG (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCOL 10.0 LUMBER TOP CHORD 2X4HFNo.2 BOT CHORD 2 X 4 HF No.2 OTHERS 2 X 4 HF Stud LOAD CASE(S) Standard 5.0072 10-0-0 10.0.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC /ANSI95 CS1 TC 0.09 BC 0.08 WB 0.03 (Matrix) 201 sRl s Oct 26 2001 MiTek Industries, fnc. Fri Dec 21 08:16 :34 2001 Page 1 3x4 = DEFL in (Ioc) 1 /dell Vert(LL) n/a - n/a Vert(TL) 0.00 A >999 Horz(TL) 0.00 P n/a 1st LC LL Min I /deft = 240 • ••• •••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••. ..•_•.•.•_• ••_•_•_• • •_•.• • • •_• •_•_•.• •.•_•_•.•.•.•,•_•.•_•_�_•_•_� •_•_•_•.•.•_•_•.•.•.•_•.•.• •• •.••• ••• • • • • • • • • • • • • 20-0 -0 20-0-0 M N BRACING TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb /size) 9=174/20-0-0, P =174/20.0 -0, X=108/20-0-0, W=108/20-0-0, AC -201/20-0-0, AB =76/20-0-0. AA =120/20.0 -0, Z=110/20-0-0, y=114/20-0-0, V - 114/20 -0 -0, U=110/20-0-0, T = 120/20.0 -0, S=76/20-0-0, R = 201 /20.0.0 Max Horz B=- 49(load case 6) Max UplifB=- 20(load case 5), P=- 28(Ioad case 61, AC =- 21(load case 5), AB=- 15(load case 5), AA=- 16(load case 5), Z=- 16(load case 5), Y =- 19(Ioad case 5), V =- 20(load case 6), U =- 16(load case 6), T-- 16(load case 6), S=- 15(load case 61, R =- 21(Ioad case 6) Max Gray B = 174(load case 1), P - 174(Ioad case 1), X =108(load case 1), W =10B(load case 1), AC = 201(load case 7), AB = 76(load case 1), AA - 120(Ioad case 7), Z =110(load case 1), Y = 116(load case 7), V = 116(load case 8), U =110(load case 1), T =120(load case 8), S = 76(load case 1), R = 201(Ioad case 8) FORCES (lb) First Load Case Only TOP CHORD A -B =23, B -C =28, C- D= -31, D -E=11, E- F = -24, F -G =9, G -H =9, H- 1 = -22, I- J = -22, J- K- -24, K- L- -24, L -M- -24 M- N- -22, N- 0- -31, 0- P = -41, P -Q =23 BOT CHORD B -AC =7, AB -AC =7, AA -AB =7, Z -AA =7, Y -Z =7, X -Y =7, W -X =7, V -W =7, U -V =7, T -U =7, S -T =7, R -S =7, P -R- WEBS H- X- -81, J- W- -81, C -AC= -147, D- AB = -62, E- AA - -90, F- Z- -B4, G- Y = -87, K- V = -87, L- U= -84, M- T = -90, N- S = -82, 0 -R= -147 NOTES 1) Th s truss has been checked for unbalanced loading conditions. 2) Th s truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5,0 psf top chord dead load and 3.0 psf bottom chord dead Toad, in the gable end roof zone on an occupancy category I, condition I en losed building, with exposure 8 ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If t orches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in tho plane of the truss only. For studs exposed to wind (normal to the face), see MiTek andard Gable End Detail" 4) All plates are 1.5x4 MI120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 ac. 7) Th s truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UB>C -94. 8) Th s truss has been designed with ANSI/7P1 1 -1995 criteria. A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE, USE Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual buildin 'component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of compo lent is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regard ,g Iabrication, quality control, storage, delivery, erection, and bracing, consult (3ST -aa Quality Standard, DSO- 69 era :ing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate t,atituta S / 'ancrd 9989' o Drive. WI 53719 S31d1SKINI ustri )1 31 I W Inc. W d 6 C : 17 -100Z 1Z 3 a 4 1 20-0-0 10 - 0 - 0 PLATES MH2O Weight: 83 lb GRIP 1 21.0.0 1 -0-0 Scale = 1 :35.4 185/148 EXPIRES 1-24-02j December 21,2001 A. Job, JAMES1 - ,_,- ,_,,,— Truss GE01 Truss Type ROOF TRUSS City 1 Ply 1 R1064039 (tional) -1 4.0 1-0-0 6.8-0 6.8-0 Plate Offsets 1X,Y): IH: 0- 3- 2,Edge),(J:0- 3- 0,0.2- 141,EK:0- 3.0,0 -3 -91 LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL I 0.0 BCDL 10.0 1 3x4 LUMBER TOP CHORD 2 X 4 HF No.2 'Except' E- F2X6HFNo.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud OTHERS 2 X 4 HF Stud 5.00 2.50 (1 1.5x4 II 2x4 1.5x4 ��.• C K 6x10 11 10-0-0 44-12 6 12 -8 8-0-8 6x12 = D REACTIONS (Ib /size) B =421/0-5-8, J =1293/0 -5 -8, H = 85/0 -5 -8 Max Horz B=- 58(load case 6) Max Uplift8=- 57(toad case 5), J 66(load case 51, H=- 135(load case 7) Max Gray B- 425(Ioad case 7), J- 1293(Ioad case 1), H=236(load case 8) FORCES (Ib) - First Load Case Only TOP CHORD A-121=21, 8-C=-714, C -0 = -423, D -G =656, G -H = 729, H -I = 23, E -F =46 BOT CHORD B- K-625, J -K- -192, H -J= -578 WEBS C -K= -342, E -K =663, D -E =670, D -F= -829, F-J=-841, G -J= -379 LOAD CASE(S) Standard 9 l/d ' d--- -9989' ON .201 SR1 s v et 25 2001 Mr op ek Industries, Inc. FA Dec 2i OB:T8:33 2001 Page 1 124-4 2-8-4 1.5x4 11 1.5x4 I1 3x10 11 1,5x4 (( NO NOTCHES WITHIN 36" OF HEELS. G 3x4 1.5x4 II 3x4 J 1.5x4 11 1.5x4 I1 6x6 = 1.5x4 11 1 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind Toads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 3.0 psf bottom chord dead Toad, in the gable end roof zone on an occupancy category I, condition I enclosed building, with exposure B ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 MiTek "Standard Gable End Detail" 4) Gale studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 6) Bearing at loint(s) B considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verity capacity of bearing surface. 7) This truss has been designed with ANSI/TPI 1 -1995 criteria. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2.10d nails. A 1VARNJNG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE ' fetid ' fetid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual buildinQ component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not Truss designer. Bracing shown is for lateral support of individual web m`d only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardiip fabrication, quality control, storage, delivery, erection, and bracing, consult OST -99 Quality Standard, 056• 99 Bracing Specification, and HIB -91 Handling lnstallet(on and liming Recommendation available from Truss Plate Institute, 553 O'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. S3Ia1Sl@NI ELM 20-0-0 7.3.12 20 -0-0 7-5-8 3x4 PLATES MI120 6x8 Weight: 99 Ib BRACING TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 21 -0-0 1 -0-0 o a a GRIP Scale =1:42.3 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC /ANSI95 CSI TC 0.44 BC 0.33 W8 0.28 (Matrix) DEFL in (loc) 1 /def Vert(LL) -0.05 H -J >999 Vert(TL) -0.11 B -K >999 Horz(TL) 0.03 J n/a 1st LC LL Min 1 /deft = 240 185/148 EXPIRES 1- 2402. December 21,2001 Wd8E:P —loot 'H' 2 0 0 W = . CO Lt. W a Z � 1- 0 W ~ U � 0 5 0 1- 1- U . W Z 0 ~ H, O Z Job • Truss Truss Type Qty Ply e JAMES1 T01B ROOF TRUSS 16 1 R1064053 Dalr &ACCT T ............. - ... ..... _ (optional) -1 -0-0 LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud LOAD CASE(S) Standard 5-3-14 5-3-14 10 -0-0 10-0-0 Plate Jffsets (X,Y): (B:0 1 6,0.0.61,(F:0 1.6,0.0 - 6) 10 44-2 REACTIONS (lb/size) B- 899/0 -5 -8, F =899/0 -5 -8 Max Horz B-- 52(load case 6) Max UpliftB=- 74(Ioad case 5), F=- 74(load case 6) FORCES (lb) - First Load Case Only TOP CHORD A -B =23, B -C = -1546, C -D= -1164, D -E= -1164, E -F= -1546, F-G =23 BOT CHORD B -H —1379, F-1-1-1379 WEBS C-H = -396, D-H = 546, E-H =-396 4x4 = D ct 2S 2001 fvlr ek Industries, Inc. Fri Dec 2i 08:16:44 2001 Page 1 144-2 4-8-2 20-0-0 10 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 3.0 psf bottom chard deed load, in the gable end roof zone on an occupancy category I, condition I enclosed building, with exposure B ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If Forches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase Is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) This truss has been designed with ANSI/TPI 1 -1995 criteria. A WARNING - Verify draign purnn esers t READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - nol truss designer, Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Mir Addllloral permanent bracing of the overall structure is the responsibility of the building designer, For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST-88 Quality Standard, DSB- 69 erasing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Irsttlute, 5113 D'Onolrio Drive, Madison, WI 53719 MiTek Industries, Inc. 91/91 'd- -- 9989' °N S3I81SNONI )1311N1 PLATES MI120 20.0 -0 5-3-14 Weight: 88 lb BRACING TOP CHORD Sheathed or 4 -1 -11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina YES Code UBC /ANSI95 CSI TC 0.38 BC 0.73 WB 0.25 (Matrix) DEFL in (loc) 1 /dell Vert(LL) -0.18 B -H >999 Vert(TL) -0.39 B -H >605 Horz(TL) 0.05 F n/a 1st LC LL Min I /defl = 240 GRIP 186/148 I EXPIRES 1- 24-02. December 21,2001 Wd9t :t —1002 'IZ'o 21-0-0 1 -0-0 Scale = 1:36.9 Job V JAMESI rill•" IA - Truss TO1A - - -- Truss Type l ROOF TRUSS - -- --- City 1 Ply 1 R1064052 (optional) -1-0.0 1-0-0 LOADING (psf) TCLL 25.0 TCOLI 7.0 BCLL 0.0 BCDL, 10.0 X 4 = LUMBER TOP CHORD 2 X 4 HF No.2 80T CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud LOAD CASE(S) Standard 5-3-14 5-3-14 91/91 'd 9989 8-5-8 8-5-8 10-0-0 4+2 5.00rYT 1.5x4 • 3x4 C E 3x8 REACTIONS (lb/size) 6 =729/0 -5 -8, F =86/0 -5.8, H =983/0.5 -8 Max Hort B=- 52(load case 6) Max UpliftB =- 72(load case 5), F =- 54(load case 6), H=- 25(loed case 6) Max Gray B- 729(Ioad case 1), F =13611oad case 8), H =983(load case 1) FORCES lib) - First Load Case Only TOP CHORD A -6 -23, 8 -Cm -1146, C -D= -841, D -E- -729, E- F==406, F -G =23 BOT CHORD 8-1 =1010, H -1= 319, F-H= -310 WEBS C -I =-352, D -I =286, E -I =318. E -H= -1037 4x4 = D NOTES 1) This truss hes been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead Toad and 3.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category I, condition I enclosed building, with exposure B ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Ths truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) The truss has been designed with ANSI/TPI 1 -1995 criteria. A }VARN!NG - Verify design parameters and I?EAD NOTES ON THIS AND REVERSE SIDE BEFORE USE Design ealld for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation or component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. ∎� n, Additiorel permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regardleg fabrication, quality control, storage, delivery, erection, end bracing, consult OST -B8 Quality Standard, 050 - 88 Braving Specification, and HIB - 91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrfo Drive, Madison, WI 53719 s Oct 25 2001 Mi ek I nd ustries. Inc. F ri Dec 21 08:16:43 2001 Page 1 14 -0.2 4 -0.2 1634 7 -9 -12 1.5x4 \\ 20-0-0 5-3-14 20-0-0 3.8 -12 3x4 = SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANSI95 CSI TC 0.31 BC 0.50 WB 0.26 (Matrix) DEFL in (Ioc) I /defl Vert(LL) -0.10 B -1 >999 Vert(TL) -0.21 8 -I >930 Horz(TL) 0.02 H n/a 1st LC LL Mint/dell = 240 PLATES GRIP MI120 185/1148 Weight: 71 lb BRACING TOP CHORD Sheathed or 5 -0 -10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. 1 EXPIRES 1-24-02j December 21,2001 MTek Industries. Inc. S3Id1S00N1 )13111A1 Wdlit:17 —1002 'IZ'o 2 — -00 1.0.0 Scale =1:36.9 Z ; 4c = •� 1 w i O U O . fn raw J IL ; w fn R. = O ' w • WH D Q 0 i0 N • :0)-- w ~: — Z. w • F- _' • 0 ~ Z , • .JoT JAME31 -. 'Truss TO1 ruse ype ROOF TRUSS City 2 Ply 1 R1064051 (optional) " " "'EST. Tacoma 1.0-0 LOA ' NG (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUM R TOP ' HORD 2 X 4 HF No.2 BOT r HORD 2 X 4 HF No.2 WEB 2 X 4 HF Stud LOAD CASE(S) Standard 53-14 5-3-14 5.00 72- 1.5x4 C a -to-9 e -10-9 SPACING 2.0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANSI95 10-0 4.8-2 4x4 = 3x8 = CSI TC 0.29 BC 0.55 WB 0.35 (Matrix) 4x4 = D REAC IONS Ilb /size) B= 77910 -5 -8, F =72/0.5 -8, H= 947/0 -7 -12 Max Horz B =- 52(load case 6) Max UpliftB-- 74(load case 5), F =- 6011oad case 8), H=- 16(Ioad case 6) Max Gray B •779(Ioad case 1), F= 117(Ioad case 8), H3947(load case 1) FORC S ((b) - First Load Case Only TOP 'HORD A -B =23, B-C= -1263, C -D= -934, D -E= -829, E -F =354, F -G =23 BOT ' HORD B-1=1118, H -I =622. F -H = -264 WEB C-I=-365, D -I = 350, E -1 =96, E-H=-1168 NOTE 11 Thi truss has been checked for unbalanced loading conditions. 2) Th' : truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top ch ' rd dead Toad and 3.0 psf bottom chord dead Toad, in the gable end roof zone on an occupancy category!, condition I en lased building, with exposure 9 ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. if robes exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Thi truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live Toads per Table No. 18 -B, UB -94. 4) Thi truss has been designed with ANSI/TPI 1 -1995 criteria. A ARNING - Verif design lruramerers and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design slid for use only with MITak connectors. This design Is based only upon parameters shown, and is for an Individual butldin component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of compo -nt is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web me bars only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Addltio I permanent bracing of the overall structure Is the responsibility of the building deeigner. For general guidance regard) g fabrication, quality control, storage, delivery, erection, and bracing, consult OST -18 Quality Standard, D513- 89 Bra. ng Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate 1 Mute, 513 D'Onofrlo Drive, Madison, WI 63719 91 /PI 'd 9989' .201 SR1 s O ct 25 2001 MiTek Industries, Inc. Fri Dec 21 08:18:42 2001 Page 1 14-8-2 4 -8-2 17 -1-e 8-2-12 DEFL In (loc) l /deft Vert(LL) -0.12 8 -I >999 Vert(TL) -0.25 8-1 >811 HorzITL) 0.03 H n/a 1st LC LL Min 1 /dell = 240 3x4 E 20-0-0 5-3-14 H 1.5x4 Weight: 72 Ib 20.0 2-10-10 BRACING TOP CHORD Sheathed or 4-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2 �' 0-0 1-0-0 Scale = 1:36.9 3x4 = PLATES GRIP MI120 185/148 MiTek Industries, Inc. 831d1S(IONI )1311W Wdtli:P —100Z 'lZ'O 1 EXPIRES 1- 2442. December 21,2001 Y' qtr o.kaailk41+ n!i4: Jok , Truss 175- p t Y Y JAME I SO2 ROOF TRUSS 3 1 R1064050 AMC FRT. Taenma w ,n, (optional) LOADING (psi) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUM TOP BOT WEB REAC FORC TOP BOT WEB LOAD A • • • • CASE(S) Standard 5.006'£ 6.6-0 66-0 PIII F MI 6x6 = I IMI IPM 3x4: 2.50[72 R HORD 2 X 4 HF No.2 HORD 2 X 4 HF No.2 2 X 4 HF Stud 6 8.80 SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANSI95 IONS (lb /size) B=605/0-5-8, 0 =605/0-5-8 Max Horz B=- 38(load case 6) Max Uplift B=- SB(load case 5), D =- 58(load case 61 S (lb) - First Load Case Only HORD A -B -21, B -C= -1484, C -D= -1484, D -E=21 HORD B -F =1334, D -F -1334 C -F = 703 CSI TC 0.40 BC 0.49 WB 0.28 (Matrix) 4x6 = C NOTE 1) TN truss has been checked for unbalanced loading conditions. 2) TN. truss has been designed for the wind Toads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top ch. rd dead Toad and 3.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category I, condition I en•losed building, with exposure 8 ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If • • rches exist, they are not exposed to wind. The lumber DOL increase Is 1.33, and the plate grip increase is 1.33 3) Thi. truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UB -94. 4) Be ring at joint(s) 8, D considers parallel to grain value using ANSIITPI 1 -1995 angle to grain formula. Building designer should ve fy capacity of bearing surface. 5) Thi truss has been designed with ANSI/TPI 1.1995 criteria. ARNING - Verify design parameters and REAL) NOTES ON THIS AND REVERSE SIDE BEFORE USE Design slid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual buildin component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of compo ent Is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual web m bars only. Additional temporary bracing to insure stability during construction Is the r esponsibility of the erector. Additio al permanent bracing of the overall structure is the responsibility of the building designer, For general guidance regard) g fabrication, quality control, storage, delivery, erection, and bracing, consult QST•e0 Quality Standard, DSB- 09 Bra ing Speclficstion, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Ir(stitute, 503 D'Onofrio Drive, Madison. WI 53719 91 /El 'd 9989' an i s Oct 25 2001 11irn es Industries, Inc. F Dec 21 08:16:41 2001 Page 1 DEFL in (loc) I /deft Vert(LL) -0.09 F >999 Vert(TL) -0.16 B -F >923 Horz(TL) 0.09 D n/a 1st LC LL Min 1 /deft = 240 r 13 -0-0 6-6-0 13 -0-0 6.8.0 BRACING TOP CHORD Sheathed or 4-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITA( Inrlt,clops. IrwC. S3Id1Sf10NI )311W — PLATES MI120 Weight: 36 lb 3x4 GRIP • 185/148 14.0-0 1 -0-0 Scale =1:24.6 EXPIRES 1.2402.1 December 21,2001 WdC171 —100Z '1Z'30a Z � 6 0 � 0 W = J CO IL. W 0 < Z H H-0 Z H- al 'Li U� I--, — I— • V ' ; 0 : W Z IA • elj 0 Z • Jamieson Consulting Job No. 21361 LATERAL ANALYSIS FOR FENIX DEVELOPMENT FILE COPY TUKWILA, WASHINGTON RECEIVED CITY OF TUKWILA DEC 2 8 2001 PERMIT CENTER NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 Do WIND PER SECTION 16 DIV 11I Design Wind Pressure: P = Ce * Cq * qs * Iw where: Ce = Exposure Factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor SITE /PROJECT SPECIFIC VALUES: Ce = 0.62 Exposure "B" ( <.15') Cq = 1.3 Method 2 qs = 16.4 80 MPH Iw = 1.00 P= 13.22 PSF (< 1' 5' ) 14.28 PSF (< 20') 15.35 PSF (< 25') 16.20 PSF (< 30') 17.91 PSF (< 40') DESIGN CRITERIA PER 1997 UNIFORM BUILDING CODE EARTHQUAKE PER SECTION 16 DIV W Base Shear: V = 2.5 * I * Ca * W / R where: I= Importance Factor Ca = Seismic Coefficient W = Total Seismic Dead Load SITE /PROJECT SPECIFIC VALUES: I = 1.00 Ca = 0.36 R = 5.5 V = .1636 W Zone 3, Soil Type D Shear Walls STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans. FRAMING LUMBER : SPECIES Group III (or better) HORIZONTAL SHEATHING: 0'S B (minimum Panel Grade 2 -M -W) See Table 23 -II -H (use common nails spaced at 6" o.c . @ supported edges and @ 12" o.c. field) Roof: 7/16" OSB w/ 8d nails Allowable Diaphragm Shear = 170 x 0.82 = 140 plf Floor: 5/8" OSB w /10d nails Allowable Diaphragm Shear = 215 x 0.82 = 177 plf SHEAR WALLS: SEE SHEAR WALL SCHEDULE ANCHOR BOLTS: 5/8" Dia. X 10 ", A307 or better, w/ 7" min. Embedment MISCELLANEOUS HARDWARE SIMPSON Strong -Tie Connectors or equal JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE STE 108 KIRKLAND WA 98033 (206) 803 -2581 re 5 0 W I J N u. W LL N d . Ir = Z f.. ZI- 2 uj p . 0 • co O I— W LU H H u' O U = ;. O ~ - Z SHEAR WALL SCHEDULE (see 1997 UBC tables 23-II-1-1& 23- 11 -1 -2) P1.6 v = 198 plf 7/16" OSB, w / 8d (0.113 ") nails @ 6" o.c. Anchorage (interior walls only) to SINGLE joist (or blkg) below: 16d @ 6 "o.c. P1.4 v = 304 plf 7/16" OSB, w / 8d (0.113 ") nails @ 4" o.c. Anchorage (interior walls only) to SINGLE joist ( or blkg) below: 16d @ 4 "o.c. P1-2 v = 516 pif 7/16" OSB, w / 8d (0.113 ") nails @ 2" o.c. note: use min 3" nominal studs @ adjoining panel edges Anchorage (interior walls only) to BEAM below: .16d @ 2.5" o.c. (staggered) P2.3 v = 778 pif 7/16" OSB minimum, (2 sides), w / 8d (0.113 ") nails @ 3" o.c. note: use min 3" nominal studs @ adjoining panel edges Anchorage (interior walls only) to BEAM below: 3/8" Lag screws © 8" o.c. P1 -2C v = 600 pif THIS VALUE IS BASED UPON THE USE OF COMMON (not Box) NAILS 7/16" OSB, w / 8d (0.131 ") nails © 2" o.c. note: use min 3" nominal studs @ adjoining panel edges Anchorage (interior walls only): 16 d @ 2.5" o.c. NOTES: The shear values in this table are based upon the use of 8d pneumatically driven nails with a minimum shank diameter of 0.113 ". All shear walls to be sheathed from top plate to bottom plate unless noted otherwise. Block all panel edges. Nail spacing is for all panel edges. Space nails at 12" o.c. along intermediate framing members. Ira @Ico "o.c.. L oe.A1 SuEAfl- t tc� P. t-1 JOINT @ GvMt�oi4 0151 . 11EMl3EFS, TFAIJ 7 FEt2. e. e.xTERIoK WALL JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 SEISMIC: V = .1636 W Wr = 1170 SF @ (15 + 10) psf = Dead Loads: Wsf =1180 SF @ (10 + 15) psf Roof = 15 psf (horz. framing) & 10 psf (partition) Floor = 10 psf (horz. framing) & 15 psf (partition) Vertical Distribution Level w h w x h Roof 29,250 17 497250 65% Second Fl 29,500 9 265500 35% Total 58,750 762750 therefore: Vr = Vsf = Redundancy Factor: Check max "v" for p =1 v = 2 x V / A* *(112) A = 1143 sf v (max) = 371 pif SECOND FLOOR SHEAR WALLS SIDE /SIDE: V = 6266 L(eff) = 56.0 v = 112 pif Wall L(eff) V Section Length shear REAR 16 1790 10 179 FMID 28 3133 11.83 265 max SIS FRONT 12 1343 6 224 TOTAL 56 6,266 FRONT /BACK: V = 6266 L(eff) = 20.0 v = 313 pif . Wall L(eff) V Section Length shear LEFT 10 3133 23.17 135 max F/B RIGHT 10 3133 28 112 TOTAL 20 6,266 Redundancy Factor: Check max "v" for p = 1 v = 2 x V/ A* *(112) A = 1143 sf v (max) = 569 Of SIDE /SIDE: V = Wall L(eff) V REAR 7 2194 RMID 13 750 MID 11 635 FMID 17 4114 FRONT 10 1920 TOTAL 58 9,612 FRONT /BACK: V = 3346 L(eff) = 20.0 v = 167 pif Wall L(eff) V Section Length shear LEFT 10 4806 42.5 113 RIGHT 10 4806 35.5 135 max F/B TOTAL 20 9,612 NOTE: Redundancy Factor "p" = 1.0 SEISMIC ANALYSIS # 21361 FOR FENIX DEVELOPMENT 29,250 # 29,500 # 6266 # 3346 # Total V = 9,612 FIRST FLOOR SHEAR WALLS 3346 L(eff) = 58.0 v = 58 pif Section Length shear 10 219 3 250 5.5 115 10 411 3.75 512 max SIS Notes LI � 6 J U: 0 0 ■ 0 N W = J 1- N �. w0 g a . u_ co I-w Z = 1— 0 Z w 0 ( • 0 ; 0 w w. H V, w z. U= O ~ z COMBINED WIND & SEISMIC ANALYSIS # 21361 FOR FENIX DEVELOPMENT For ALLOWABLE STRESS DESIGN use Wind or (Earthquake 1 1.41 WIND: side /side Fr = SEISMIC: V = .1636 W Dead Loads: Roof = 15 psf Floor = 10 psf Vertical Distribution Level Roof Second Fl Total SUMMARY :Selsmlc controls FIB, wind controls S/S SIDE /SIDE: V = Wall L(eff) REAR 16 FMID FRONT front/back 28 12 TOTAL 56 FRONT /BACK: V = Wall L(eff) LEFT 10 RIGHT 10 Fuf = TOTAL 20 4,476 Total Second Floor s /s: Fsf = Fr= 19 SF @15.35 psf = 98 SF@ 14.28psf= 16 SF . @ 13.22 psf = Total Roof f /b: Fr = Fuf = 186 SF @ 13.22 psf = Total Second Floor f /b: Fsf = Wr= 1170 SF @(15 + 10)psf= Wsf= 1180SF c@ (10 + 15)psf= (horz. framing) & 10 psf (partition) (horz. framing) & 15 psf (partition) w 29,250 29,500 58,750 SECOND FLOOR SHEAR WALLS 6698 L(eff) = 56.0 v = V Section Length 1914 a 5 b 5 10 3349 a 11.83 1435 a b 6,698 h 17 9 4476 Leff) = V 2238 2238 137 SF @ 15.35 psf = 282 SF @ 14.28 psf = 43 SF @13.22 psf = Total Roof s /s: Fr = 502 SF @13.22 psf = wxh 497250 265500 762750 therefore: 20.0 Section a a b c 65% 35% Vr = Vsf = 3 3 6 v= Length 23.17 3 6.83 18.17 28 2103 # 4027 # 568 # 6698 # 6636 # 6636 # Total s/s = 13,335 292 # 1399 # 212 # 1903 # 2459 # 2459 # Total f/b = 4,362 29,250 # 29,500 # 4476 # 2390 # 120 plf shear Type 191 P1 -6 191 P1 -6 283 P1-4 239 P1 -4 239 P1 -4 224 plf shear 97 80 80 80 Type P1 -6 P1 -6 P1 -6 P1-6 Total 6,865 LL z Z: mo w: u6D J U' U 0 v) w J � U w. W0 J co _ d. z �, 0: Z F- Ill La U C: co O I- w W w z U N Z COMBINED WIND & SEISMIC ANALYSIS # 21361 FOR FENIX DEVELOPMENT FIRST FLOOR SHEAR WALLS SIDE /SIDE: V = 6636 L(eff) = 58,0 v = 114 plf Wall L(eff) V Section Length shear Type REAR 7 2715 a 5 271 P1-4 b 5 271 P1-4 10 RMID 13 1487 a 3 496 P1 -2 MID 11 1259 a 3 229 P1 -4 b 2.5 229 P1 -4 5.5 FMID 17 5294 a 10 529 P1 -20 FRONT 10 2580 a 1.875 688 P2 -3 b 1.875 688 P2 -3 TOTAL 58 13,335 3.75 FRONT /BACK: V = 2390 L(eff) = 20.0 v = 119 pif Wall ' L(eff) V Section Length shear Type LEFT 10 3433 a 26 81 P1 -6 b 16.5 81 P1 -6 42.5 RIGHT 10 3433 a 17.5 97 P1 -6 b 18 97 P1 -6 TOTAL 20 6,865 35.5 HORIZONTAL DIAPHRAGM SHEARS / LOAD PATH ROOF DIAPHRAGM REAR: v = 1914 / 20 = 96 plf OK FMID: SHEATH TRUSS L = 3349 / 300 = 12', SEE Detail FRONT: v = 1435 / 13 =111 plf OK SECOND FLOOR DIAPHRAGM Note: Sheathing is continuous at all exterior walls. RMID: v= 1487/16 =93plf OK v = 496 plf locate 1 1/4" rim "joist" over wall, extend shear wall sheathing & nailing to joist, SEE Detail FMID: @ 3' wall; v = 3 x 229 / 16 =43 plf OK v = 229 pif locate 1 1/4" rim "joist" over wall, extend shear wall sheathing & nailing to joist, SEE Detail cLD 2,5'wall;v= 2.5x229/16 =36plf OK v = 229 pif locate 1 1/4" rim "joist" over wall, extend shear wall sheathing & nailing to joist, SEE Detail FMID: v = 5294 / 16 = 331 plf Block upper floor sheathing panel edges to shear wall above v = 529 plf locate 1 1/4" rim "joist" over wall, extend shear wall sheathing & nailing to joist, SEE Detail FRONT: v = 2580 / 20 = 129 plf OK ANCHOR BOLTS USE 5 / 8 " . ' Anchor Bolts L 5' - 0" o.c. Unless Noted Otherwise (U.N.O.) v(II)= 830x1.33 = 1104 # /5 =221 plf NOTE: If v (plate) > 350 pif Then V (bolt) = 1104 / 2 = 552 # REAR: v = 2715 / 20 =136 plf OK RMID: © 3' wall; V = 1487 # Provide continuous footing & stem wall SEE detail MID: V = 1259 # goes to FMID FMID: v = (5294 + 1259) / 16 = 410 pif FRONT: c@ 1.875' walls; V = 1.875 x 688 = 1290 # (3) 5/8" A.B. req'd 5/8" A.B. @ 16" o.c. (3) 5/8" A.B. req'd Notes L • (::aYca dxti'.;i.'.sn' a kr:64' isl4 a:(CA.. Z rG 6 2 00 N 0 , tnw W O = d _ . z � O ` Z F— 2 uj U� .O 0 E— IV O .. z. -±- v OVERTURNING - HOLDOWNS FOR FENIX DEVELOPMENT Note: 0.67 DL +/- W »> 0.9 DL +l- E / 1.4 END CONDITIONS* WALL L V H Mot wdlI Mr Mnetl T L/ FR R I BK SECOND FLOOR WALLS — J SIDE /SIDE REAR 5 191 8 7640 80 670 6970 1394 5 5 5 191 8 7640 80 670 6970 1394 5 5 FMID 11.83 283 8 26783 80 3751 23032 1947 5(2) 5(2) 5(2) _ 5(2) FRONT 3 239 8 5736 80 241 5495 1832 5(2) 3 239 8 5736 80 241 5495 1832 5(2) FRONT /BACK LEFT 23.17 97 8 17980 180 32372 -14392 -621 OK OK RIGHT 3 80 8 1920 180 543 1377 459 3 2 6.83 80 8 4371 180 2813 1558 228 3 3 18.17 80 8 11629 180 19908 -8279 -456 OK OK FIRST FLOOR WALLS SIDE /SIDE REAR 5 271 8 10840 80 670 17140 3428 7 7 5 271 8 10840 80 670 17140 3428 7 7 RMID 3 496 8 11904 80 241 11663 3888 6 6 MID 3 229 8 5496 80 241 5255 1752 5(2) 5(2) 2.5 10 229 418 8 4580 8 33440 80 80 168 2680 4413 30760 1765 3076 5 2) 7 5(2) 7 FMID FRONT 1.875 688 6,5 8385 105 124 8261 4406 7 7 1.875 688 6.5 8385 105 124 8261 4406 7 7 FRONT / BACK LEFT 26 81 8 16848 130 29440 -12592 -484 OK OK 16.5 81 8 10692 180 16417 -5725 -347 OK OK RIGHT 17.5 97 8 13580 115 11798 1782 102 1 2 18 97 8 13968 180 19537 -5569 -309 OK OK * END CONDITIONS PdI Dead load reaction at end of wall 1 Perpendicular Exterior Wall V(upper) < 1000 # V(main) = H * v 2 Perpendicular Wall (min) 4 -16d nails = 4 * 118 = 472 # 3 Over / Under openings V = h * 198 # / ft Anchors = 450 # each (varies) 4 A 35 Framing 5 CS 16 Strap = 1465 # 6 HTT 22 @ 4650 # 7 STHD14 or STHDI4RJ © 4430 # L.y is O S4.1.ATA1 `T'R V SS L = 12 , ST.F. SETA \1.. A O CS \6 'CO WALL IDEA-0W O '90 CS \ 6 - r 0 'D 0 v'bLE "Zo ∎ST O "Do u1 cS \ 6 1' o BEAM b�Lovv s _NOTE: ALL EXTERIOR WALLS AND GABLE ENDS TO BE PI - 6, U.N.O. SECOND FLOOR SHEAR WALLS • a� 003L. zs- Fob shy (.4AL).- AidOve f 1 LoGA \'/4'► 10M v. JotS"C" ov'Elk WALL, EX TEND SA E_A lk WAL1. SU►E 11aGi A W 1 ) N A t L l t l G 7. 0 - 3 0M7 , SE.E'o s,\\- LOCk vizi: E'R, F L©c m, tNG TAME\ E'DGE�a 'C' 1415 AR O 1)S2.0 V \ o v. c c' NZ t 1.1, v o V S -WEAIDE'R O "D 0 V Q,L.E_ c s\ 6 v -� o v �+\ -� '10 tST 1 6 r cl0w 0 VkOLD $Ac-•t STvb TO ALLow FO . o NT1 N U o J s S4lEAlt WALL SMS-A't.41146u— �1T , "T Y'P 0-) 'Rv_ ."n S�.E 'bt TA \L G 00) 'Rv...4` l20" 12 -$ 5v6e 11=Prx(GC4.CPFIarvicY_7 ..w.: ..._.. . :iforrlAce:Il or4mer:./8 .rat;i.zi. :: FkulestEY44.9_wirce_vb 0.4'0 oar. r - -- • _ Gs1, 2�s �v�5B.".G.w�__7Y?°� "x�.:.....__ /6070 aeon.^ 02, NOTE: ALL EXTERIOR WALLS AND GABLE ENDS TO BE PI - 6, U.N.O. Y 13 -- r FIRST FLOOR SHEAR WALLS 2_d 5 1M AV. 1U0 IVA VD © 1 j-' I riktAker • _07.c-A r. :ON_f7%L4o6 • :67.7:1rc_`et'ace'.w'r:'avvR. 1 ST Wo%It /STWDU4 ,TY P. (1o) '0.EQ"CD rat _Pao Aro ,15 5/8"s A . 1 1, . A L1.Z'4t' A t ' FO' .4 T 22 (1.) IVE-ca''D r S'E . "VV.. G 0 A00 aril. 707:AT Fa_ 54464K t.1 ALL. A Gave O ( 5 / ' . - A 6 NI) , S'EM_'D'ETAAL 0 2 CO11 CI7 L r c. - rt.. SV M \NALL - z o li,_or 64 AMU , A",oVIL GA, A G. . SLAV, O AV a 5' /3 PsL raft 5HeAt LLALL. AS ova 7 USE 5 /8" 0 ANCHOR BOLTS W/ 2" X 2' X 3 /16" WASHERS @ 5' - 0' O.C. U.N.O. FOUNDATION PLAN 10 LI ovir O 5 /8 " %. 1 "0 . - D Hw ce ul J o o O !� N o J H wo u_ a 1- ILI Z 1.- 1- o zI- 111 uj U O N C) w w U LI z ui o z JC 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 e,NEATN TRtJ55 psi*. Pt - . 4 I O d @ 4" 0A JAMIESON CONSULTING Consulting Engineers p 1A I L- . a -1 IA: al ,,1 .C��A,1 L G f mOViDS I IA TEAM I TEtJT FRAMING A5 •QUIRE17. Iod o.G 2X Ah KEQ hN r✓AR WALL, heE PLANS, (1) HE4-1-1rIR - eiri.gps 1 `o . - � /b`' 0 ALL •Ts -1REA0 aim..lst. '51 - 6PlaUT Pei mANuF, _p;E4,aHMENI2 ATfoas, JOB NAME FF1`4 :t•.,tiC JOB NO Z Ii 1 DATE l Z/ 1'7 / 0► I.IEATNI144.1 S�( Cy" 0, c, ( c., P1 -2 WALL ABOVE PROVIDE 31/2' PSL & 2 X 6 P.T. PLATE I9 - TAI!_ t, ANCHORAGE NAILING SEE SHEAR WALL SCHEDULE FOR SIZE & SPACING SEE PLAN DETAIL BY i"1( i SHEET NO. L $ OF L. lad - n at-, • LOGAte' Joie'!" OvER tiIdEAR WAU. 54EATK.DSL5 /AS(Z-IC, 42 Asei I TOP PLAT_, I4A::1. 6I-reA - 71-4T.41(= N A'.c./C. S - IFA2 �. /ALL CA=E PLAN SHEAR WALL,.SEE PLAN SHEATH JOIST, EDGE NAIL PER SHEAR WALL ABOVE SEE TYPICAL EXTERIOR FOUNDATION WALL Typical CS Installation as a Floor-to-Floor Tie Typical STHD14RJ Rim Joist Installation ONE I.1 } - REBAR • IN SHEAR CONE 'h'MIN. i REB . I R) FROM • (LENGTH/ CORNER' 2x EMBEDMENT LENGTH .1? MIN. REBAR LENGTH I MST48 w/(34) 16d sinkers: T = 2945 x .84 = 2474 MI ISTHD14 or STHD14RJ w/ (38) 16d sinkers: T = 4430 # 1 SIMPSON Strong -Tie CONNECTORS • THERE IS NO EQUAL TYPICAL END CONDITIONS WOOD CONSTRUCTION CONNECTORS Installation 3 Typical HPAHD Single Pour Aim Joist Installation JHPAHD 22 w/ (11) 16d sinkers: T = 2030 x .05 = 1725 N 1 lte�`l� ti A35 A35 JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 Lq 1 A35 w/ 12 -8d F = 450 x 1.33 x .82 > 450 # 1 • 11 ■ VERTICAL DESIGN Vi 0 10 x 4o T � �. s 8, s' H = W 1278 .; 4C X 8,-075 = 361 Z . S /2 x 36 2/075 o //) . 440 C 5 /z - 7%Z -) T /595 A = 1. sx /51s bs - 2.5-18 141 A4.7- Liz4.© Cc •X 2 /24° = d. 4z-5 x`3$4- 440 k 6.s /72g 6,0 G A rz..6 5 L'2 W - 240 ntf L - / 1�-(- t.L'/g le 2 4 0 /g = 7t & . S ^ 7610 X 1 ZA/Sx Iwo V " '" (i/ - /°. j2 /71-0 17L/O/ 5 13.74- A L /moo . /6x 1 = G.80 4 = (5 /3si1) Wzi .of) - / 4) a4 X! 6 x72g Q,¢7 4.x 12 x 20°- .pF f. RECEIVED CITY OF TUKW"' • DEC 2 ?nal PERMIT Ciro an botni- 39 • 'Ft „'t «'bi� VERTICAL DESIGN CoisICe - 24 -TE Loc. / 6-s 9/s7 r or&D LoAto ss r 2s L� A PO / ►q�s .13 3 - 7 6. 1 8 1> A '(1"5-7( ,3 +(2?s )< 1C, x I.0 = 74-04-s J = 7404-s /p = 37c2 I�z _ 6706-c -- 3702, rz.. 326 3 , x 3 7oZA.9b 2 9'. U iq6Lc -t-C Z 7Ss 2,237 x ; 8 13, ( x 8 a t� - 4.(c X (L7x 8, (3 X 8,0 /0 f2( .? 27;0 . _ Z\ - Lld-sio - ao)02 /2 ft, . 4- 1.6 6 0 6 x /t/Cl/ © ' 3 S v s�8 x fez .x ao: Wx2 Me Ss T R 32G 3 VERTICAL DESIGN, 13gAH- ` T fJZ . 5 AI 7 ss = 431 1 4 ?/ x /0s g 4-x10 OF -fa, E EA 1 r Oc)i4lJAT'!o'i{ (il l ox S = 5SS t -P L_ 6' I- )12/c dig = z47,c /2.x 2475 5. -r / 2 X s`7qo // = S `74 to ,V - 4. 1 x (/ --/ 1.2_sl — i8S A =3 /Z)4 U At: i..x /SseVqS , 29,su4 .6. = 1/2_40 /2x 1 045/24o © -' ,ut. S �� x ( ai X p . - x /72i — ?4S27O /.i WW = O , /g u-!. tic> lobx 4/S•3 �6¢1-8'a000 V 550y ( 6/2._ - J 154; li/tio 12tc 61)40 . 9* 4 /` 14) Z - 4 n /v Je . 23g- 5 3S4 u(. x e; 17 /ZOcc ( 2 � °�� . " °` 04- J U : U 0; C1) W: w a U.. 4 co —a � Z F- O z I W W U lA: 0 0 F-` w w:. H U` I LO O w z; o z.:� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -391 PROJECT NAME: James Lee Residence SITE ADDRESS: 12241 48 Av S Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Keim IL6. 1 -102. Building Division I •• Public Work WM At 1 - VL 7•-• Documenls/rouling slip.doc 2-28-02 o 1 Fire revention I I Structural L I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete F Incomplete C APPROVALS OR CORRECTIONS: Approved Approved with Conditions n Notation: REVIEWER'S INITIALS: DATE: 07 -12 -02 Response to Incomplete Letter # X Revision # 1 After Permit Is Issued ` -1 /( Planning Division Permit Coordinator DUE DATE: 07 -16-02 Not Applicable TUES /THURS ROUTING: Please Route d Structural Review Required n No further Review Required Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: C REVIEWER'S INITIALS: DATE: DUE DATE: 08-13 -02 Not Approved (attach comments) E DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z z . I 'w 00 co W I N LL D I O 2 LL j • a = w z° L11 w c o U O — o I- w w H U O .. z. v_ 0 z Date: 7 0 2 - Sheet Number(s): 1 • "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: / — ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 1 after Permit is Issued Project Name: J, /L4 L • Project Address: l z 241 7g AVE" S•' • Contact Person: 4J4/. -{ £.k Phone Number: 206 — D. 25 uo Summary of Revision: s tt &72. C m &)L) rri d e)risT ve, . hnn )11 q 7 )/i 6 0/ RECEIVED t``I7Y of- i !.►rcwII, 4 1CUZ PERMIT QENTgii ACTIVITY NUMBER: D01 - 391 PROJECT NAME: James Lee Residence SITE ADDRESS: 12241 48 Av S DATE: 07 -12 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete ❑ IC n REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.28 -02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n n n Planning Division Permit Coordinator TUES /THURS ROUTING: Please Route n Structural Review Required C No further Review Ra.uire DATE: ' I L. n n DUE DATE: 07-1 6-02 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 08 -13-02 Approved n Approved with Conditions n Not Approved (attach comments) E Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: i .+sw:+s5::ti :ir't141.ACu :br++',1S;FYYuhSfYJ:tsy.4.�i �r4"aii1�%+kd%;,�x5.i ✓xr.: �1: ;� ram,' Tra:+ �Vi;' k: �dl ;yurY'SS�;fi.��.+.4�'2.�'.�.. 4.; t7{,(,i h {l ii:fr ; ACTIVITY NUMBER: D01 - 391 PROJECT NAME: James Lee Residence SITE ADDRESS: 12241 48 Av S DATE: 07 -12 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: TUES /THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip.doc 2.28.02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ n Planning Division Permit Coordinator DUE DATE: 07-16 -02 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Please Route n Structural Review Required No further Review Required c)90 DATE: 7/A742..--- T1 n DUE DATE: 08-13 -02 Approved with Conditions Fl Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -391 PROJECT NAME: James Lee Residence SITE ADDRESS: 12241 48 Av S DATE: 07 -12 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete TUES /THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.2802 6 n n Planning Division Permit Coordinator DUE DATE: 07 -16 -02 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Please Route ❑ Structural Review Required No further Review Required DATE: / 1 (qa Z— DUE DATE: 08-13 -02 Approved n Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: t�ie�' "+Gis r '. Sin:. T:!: 7:L k[miutx. vwtnnnh++.v,tr�i ACTIVITY NUMBER: D01 -391 PROJECT NAME: James Lee Residence SITE ADDRESS: 12241 48 Av S DATE: 07 -12 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # x Revision # ' After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n 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 REVIEWER'S INITIALS: n APPROVALS OR CORRECTIONS: Documents/routing silp.doc 2 -28.02 Fire Prevention Structural Incomplete n n PLAN REVIEW /ROUTING SLIP Planning Division Permit Coordinator DUE DATE: 07-1 6-02 Not Applicable n n No further Review Required DATE: "7//210 Z DUE DATE: 08 -13-02 Approved Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: C71,4-1 DATE: - 7/199 02. n n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: v ACTIVITY NUMBER: D01 -391 PROJECT NAME: Lee Residence SITE ADDRESS: 12241 48 Av S DATE: 03 -20 -02 Original Plan Submittal Response to Incomplete Letter # I■• Response to Correction Letter # I Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROU ING: Please Route Structural Review Required APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.2902 n PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n n n PERMIT COORD COPY Planning Division Permit Coordinator No further Review Required n DUE DATE: 03-21-02 Not Applicable n n REVIEWER'S INITIALS: DATE: DUE DATE: 04 -18 -02 Approved n Approved with Conditions I / V Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name: LEE RESIDENCE Project Address: 12241 — 48 Avenue S Contact Person: Armando Leyua Phone Number: Summary of Revision: 12 W City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: D01-391 LA 5 eoA ,Ci24 c% C5 e'D. 1-(8 rer 6, / • RECEIVED CITY OF TUKWILA MAR 19 2002 PERMIT CENTS Sheet Number(s): "Cloud" or highlight all areas of revision including date dCa/J o of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on 03/13/02 Z 1 re 2 6 J U. U O t U W =" w O I- ILI = Z � . I- O Z uj U� 10 _ ;o H w uj O w Z U ='.. z March 13, 2002 Armando Leyua PO Box 3982 Kent, WA 98032 Sincerely, City of Tukwila Department of Community Development Steve Lancaster, Director CORRECTION LETTER #1 Development Permit Application Number DO1 -391 Lee Residence 12241 — 48th Avenue S Dear Mr. Leyua: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3670. Lida— Brenda Holt Permit Coordinator encl xc: File No. D01 -391 Steven M. Mullet, Mayor \ , 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 431 - 3665 v ACTIVITY NUMBER: D01 - 391 PROJECT NAME: Lee Residence SITE ADDRESS: 12241 48 Av S DATE: 03 -20 -02 / Original Plan Submittal Response to Incomplete Letter # 1 X Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Notation: n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: 17(e 6e re „ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Require REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural tstk $ I4- n DATE: Planning Division Permit Coordinator Fl n DUE DATE: 03-21-02 1 Not Applicable n M.? oc, � -u,r ry Gee, t G S . DUE DATE: 04 -18 -02 Not Approved (attach comments) DATE: 1 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: .% , y, K Jtt, PERMIT NO.: ( ✓ 39 ( BUILDING PERMITS INSPECTIONS ❑ 1 Progress Inspection Status ❑ 2 Pre - construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow -up ❑ __7 Pre -Move Inspection 50 WSEC Residential 60 WA Ventilation/Indoor AQC ❑ 70 NLEA Inspection/Modular Struct ❑ 71 Mobile Home Tie Down Insp ❑ ,72 Marriage Lines 90 Resteel ❑ 95 Footing Drains 100 Foundation Footings 200 Foundation Walls 250 Foundation Insulation 300 Concrete Slab /Slab Insulation ❑ 50 Crawl Space 400 Shear Wall Nailing 450 Plywood Wall Sheathing 00 Roof Sheathing Nailing 525 Plywood Deck Nailing ❑ 550 Exterior Wall Sheathing ❑ 600 Masonry Chimney 0 ,610 Chimney Installation/All Types 00 Framing 750 Roof /Ceiling Insulation ❑ 800 Floor Insulation 801 Wall Insulation ❑ , 802 Exterior Roof Insulation 803 Glazing Inspection ❑ 815 Lighting and Controls ❑ 900 Suspended Ceiling 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 1110 Pre -Move Inspection ❑ 1115 Motor Inspection ❑ 1120 Pre -Demo ❑ 1140 Pre - reroof 400 Final -Fire 1700 Final- Building 1900 Final - Reroof ❑ 3100 Site Visit ❑ 4000 Special- Concrete ❑ 4001 Special -Bolts in Concrete ❑ 4001 Special- Iviom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 4004 Special - Welding ❑ 4005 Special- High- Strength Bolting ❑ 4006 Special - Structural Masonry ❑ 4007 Special -Reinf Gypsum Concrete ❑ 4008 Special - Insulating Conc Fill ❑ 4009 Special -Spray Fireproofing ❑ 4010 Special - Piling, Piers, Caissons ❑ 4011 Special - Shotcrete ❑ 4012 Special- Grading, Excav/Fill ❑ 4013 Special - Retaining Wall ❑ 4014 Special - Panels ❑ 4015 Special -Smoke Control System TENANT NAME: L'e'i'"`'', e.,5 % e Ac€ CONDITIONS 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division 10002 Plumbing permits shall be obtained through King Co 10003 Electrical permits obtained through L & I 10004 All mechanical work shall be under separate permit 10005 All permits, insp records & approved plans available ❑ 10006 All structural concrete shall be special inspected ❑ 10007 All structural welding shall be done by WABO certified inspector ❑ 10008 All high- strength bolting shall be special inspected ❑ 10009 Bolts installed in concrete shall be special inspected ❑ 10010 When special inspection is required...notify Tukwila Building Division ❑ 10011 The special inspector shall submit a final signed report ❑ 10012 Any new ceiling grid and light fixture installation ❑ 10013 Partition walls attached to ceiling grid ❑ 10014 Readily accessible access to roof mounted equipment 10015 Engineered truss drawings & calcs shall be on site 10016 Any exposed insulation backing material shall have 10017 Subgrade preparation including drainage, excavation 10018 A statement from the roofing contractor verifying fire retardant class of roof All construction to be done in conformance w /approved plans ■ 0 10019 ❑ 10020 Structural observation shall be provided for this project ❑ 10021 All food preparation establishments must have King Co ❑ 10022 Fire retardant treated wood shall have flame spread of 10023 Notify Building Division prior to placing any concrete ❑ 10024 All spray applied fireproofing shall be special inspected .�, 10025 All wood to remain in placed concrete shall be treated ❑ 10026 All structural masonry shall be special inspected 10027 Validity of Permit ❑ 10028 Rack storage requires separate permit 10030 No occupancy of building until final insp by Bldg Div ❑ 10031 Comply with requirements of TMC 16.04 ❑ 10032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 10036 Manufacturers installation instructions required on site ❑ 10038 A C of 0 will be required for this permit ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 1004 Fuel burning appliances ❑ 10043 Appliances, which generate ❑ 10044 Water heater shall be anchored ❑ 10045 Reroof ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" Plan Reviewer: Date: 4 qat if -61-o Permit Tech: Y_ -ems Date: Lai. �:n•cFtif.'i.{{ i'J:iY:N.i'iu }Y,9 ?.:n*+1ii Y: ;"l�!'rr ACTIVITY NUMBER: D01 - 391 PROJECT NAME: JAMES LEE RESIDENCE SITE ADDRESS: 12 lib Ai$ Origin, al Plan Submittal Response to Correction Letter.# DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Approved with Conditions Approved with Conditions n REVIEWER'S INITIALS: DATE: 02 -11 -02 XX Response to Incomplete Letter # 1 Revision # After Permit Is Issued w O lt n Planning Division Ti Permit Coordinator DUE DATE: 02-1 2-02 Not Applicable No further Review Required DATE: Z 4(2- DUE DATE 03 -12 -02 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: BUILDING DIVISION REVEIW Date: March. 3, 2002 Project Name: James Lee Residence building permit applications Application #: D01 -391 and D01 -392 Plan Review: Ken Nelsen, Senior Plans Examiner Option #1 Option #2 No further comments at this time. Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206-431 -3670 A follow -up review has been completed on the subject project. This Department has determined the proposed footing subsoil drain system would not be acceptable. Review the following altemate design options and submit applicable revised plans. Please note that some of the options may eliminate the footing subsoil drain requirement altogether. Revise the plan crawl space construction to a slab on grade structure. The footing subsoil drains will not be required. Revise the foundation detail to provide backfill inside the foundation to a point level with or above the out side finish grade of the structure. The backfill elevation must be high enough to eliminate ground water accumulation in the crawl space. This design will not require footing subsoil drains. Option #3 If footing drains are installed, a separate discharge system from the roof drains is required. The discharge system may be constructed similar to the roof drain discharge, however the system and its overflow must be at an elevation below the grade of the lowest crawl space exposed soil level. The applicable elevations must be identified on any revised plan submittal. ACTIVITY NUMBER: D01 -391 DATE: 02 -11 -02 PROJECT NAME: JAMES LEE RESIDENCE SITE ADDRESS: ND T L22*1 48 ,u S _Original Plan Submittal Response to. Correction Letter # XX Response to Incomplete. Letter #_1_ Revision # After Permit Is Issued DEPARTMENTS: Building Division MI Fire Prevention 3 11 1 .4 hl�t.. 2• ! •dl Public Works Ki Structural n NA1A kW. S • cz c DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PERMIT COORD Cdr'( PLAN REVIEW /ROUTING SLIP Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: Incomplete APPROVALS OR CORRECTIONS: (ten days) DUE DATE 03 -12 -02 Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: ANTE: Ppm r► ova 1 t t • 16 • CORRECTION DETERMINATION: Approved 1 Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 n PERMIT COORD D CO ?. Y Planning Division Permit Coordinator DUE DATE: 02-12-02 Not Applicable No further Review Required n DATE: DUE DATE Not Approved (attach comments) DATE: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Response to Incomplete Letter # 1 Response to Correction Letter # El Revision # _ after Permit is Issued Plan Check /Permit Number: DO 1 -391 Project Name: James Lee Residence Project Address: XXXXX 48 Ave S Sheet Number(s): 1,4 . c.- "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on Sor Contact Person: 42 4 il, b A , Phone Number: ?, 9J 1 2 //r Summary of Revision: • NEB Pc-A-,J ,� 4110!24., &/ 4/ JAc - CITY OF TUKWILA I PERMIT CENTEn 01/04/02 January 4, 2002 Mr. Armando Leyva P.O. Box 3982 Kent, WA 98032 RE: Letter of Incomplete Application #1 Development Permit Application Number D01 -391 James Lee Residence XXXXX 48th Ave S. Dear Mr. Armando: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 28, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206) 431 -3677, if you have any questions regarding the following: 1. See attached memorandum. Public Works Division: Jill Mosqueda, P.E., Public Works, at (206) 433 -0179, if you have any questions regarding the following: 1. See attached memorandum and additional forms. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the nail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3684. Sincerely, vU C .awzd}J Kathryn A. Stetson Permit Technician encl File: Permit File No. D01 -391 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206. 431 - 3665 W . J UO w = J F- U) u- wO 2 u - co I a ` 1 _w z � z E-- U � O 92 0 F- w w, oc H — u_ F": —O w z . to P te .. O z ACTIVITY NUMBER: D01 -391 DATE: 02 -11 -02 PROJECT NAME: JAMES LEE RESIDENCE IZ$4I 48 SITE ADDRESS: 48 AVENUE SOUTH _ Original Plan Submittal XX Response to Incomplete Letter #_1_ Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved n \PRROUTE.DOC 5199 PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: C) Fire Prevention Structural Planning Division Permit Coordinator DUE DATE: 02-1 2-02 Incomplete ri Not Applicable Structural Review Required 7 No further Review Required /1 -f DATE: 2 - i) 2 -02 DUE DATE 03 -12 -02 DATE: 3 f n,l o Comments: Approved with Conditions ICI Not Approved (attach comments) ri CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -391 PROJECT NAME: JAMES LEE RESIDENCE SITE ADDRESS: XXXX SOUTH 122 STREET XX Original Plan Submittal Response to Correction Letter # DATE: 12 -28 -01 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATIO Complete Comments: Approved Approved \PRROUTE.DOC 5/99 CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural F COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTI Please Route � Structural Revi: 'equired REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: Approved with Conditions Planning Division Permit Coordinator DUE DATE: 01-03-02 Not Applicable n No further Review Required DATE: — a2 DUE DATE 01 -31 -02 Approved with Conditions r Not Approved (attach comments) Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DATE: DUE DATE BUILDING DIVISION REVEIW Date: Jan. 3, 2002 Project Name: James Lee Residence building permit applications Application #: D01 -391 and 292 Plan Review: Ken Nelsen, Senior Plans Examiner Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206-431-3670 Because of experience with crawl space drainage in the general vicinity of the subject site, the Tukwila Building Division has determined the plans are incomplete as submitted. Please provide additional or revised plans that clearly identify a crawl space or footing drainage system. Include elevations for the crawl space and of the disbursement system. The following construction option and code references may be considered in your design. 1. Revise the crawl space construction to a slab on grade floor, drains will not be required. z o 2. To maintain the crawl space construction, design the drainage using the following State ? o Plumbing Code subsoil drain requirements. .o N , o f- ill W U. P.C. APPENDIX M: SUBSOIL DRAINS M 1.5 (Washington State Amendments) F- 0, — O ❑ Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, or crawl iii Z spaces or floors below grade. may be rade. Such subsoil drains ma N positioned inside or outside of the footing, shall c be of perforated, or open jointed approved drain tile or pipe not Tess than three (3) inches in diameter, and p = (- shall be laid in gravel, slag, crushed rock, approved three quarter (3/4) inch crushed rock, approved three Z .. quarter (3/4) inch crushed recycled glass aggregate, or other approved porous material, With a minimum of four (4) inches surrounding the pipe on all sides. Filter media shall be provided for exterior subsoil piping. ❑ Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to a storm drain or an approved water course. ❑ Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at least fifteen (15) inches in diameter, eighteen (18) inches in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge point, and the capacity of the pump shall not be less than fifteen (15) gpm. The discharge piping from the sump pump shall be a minimum of one and one -half (1 -1 /2) inches in diameter and have a union to make the pump accessible for servicing. ❑ Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater valve in the drain line so located as to be accessible for inspection and maintenance. No further comments at this time. P ISO4 1p�Me� ACTIVITY NUMBER: D01 - 391 DATE: 12 -28 -01 PROJECT NAME: JAMES LEE RESIDENCE SITE ADDRESS: XXXX SOUTH 122 STREET XX Original Plan Submittal _Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Complete Comments: 1 TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved CORRECTION DETERMINATION: Approved n Approved with Conditions \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Structural Review Required Approved with Conditions DA I✓ Planning Division tn- Permit Coordinator DUE DATE: 01 -03-02 Not Applicable No further Review Required DUE DATE 01 -31 -02 n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: nc2 O 0 N 0 . J = r H N w ; w O g Q _ a z �., zI - w ut 0 0 : ;O N O 1- w W H 0 w 0: • w z U 0 z. DEPARTMENTS: Building Division (+ Public Works ri Complete Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 391 DATE: 12 -28 -01 PROJECT NAME: JAMES LEE RESIDENCE SITE ADDRESS: Y- XX - SOU H - STREET 1t . 2„Z,l fig- Av 5 , XX Original Plan Submittal Response to Incomplete Letter # _Response to Correction Letter # Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route n S uctural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 01 -03-02 Not Applicable DUE DATE 01 -31 -02 Not Approved (attach comments) n Comments: No further Review Required DATE: anoz DATE: DUE DATE Not Approved (attach comments) DATE: • • XX Original Plan Submittal PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -391 PROJECT NAME: JAMES LEE RESIDENCE SITE ADDRESS: XXXX SOUTH 122 STREET Response to Correction Letter # DEPARTMENTS: Building Division Fire Prevention Public Works n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved Approved \PRROUTE.DOC 5/99 TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: CORRECTION DETERMINATION: 1 1 Incomplete n Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: Approved with Conditions n REVIEWER'S INITIALS: Revision # After Permit Is Issued DATE: 12 -28 -01 Response to Incomplete Letter # Planning Division Permit Coordinator DUE DATE: 01 -03-02 Not Applicable Comments: No further Review Required DATE: - 3`" Oa.. DUE DATE 01 -31 -02 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: • CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: James Lee File #: D01 -391 Date: 01.04.01 Reviewer: L. Jill Mosqueda, P.E. �� I i The City Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. Application incomplete for PW. Applicant shall provide a completed application, a site plan per the SFR handout, a completed KC sewer use certificate, and a percolation test. All power underground from the source. Enclosed an SFR Handout, Undergrounding Ordinance, Allentown flood policy, Allentown water and sewer connection fees ordinance, and KC residential sewer use certificate. Projects /SFR /MI2000 -241 LEECHOS 1 Revision No. Date Received Staff Initials Date issued 1 1 Staff Initials l Date Issued Staff Initials Summary or Revision: 7- /2 —o z Summary of Revision: Zriw 1 Received By: 4.4-c Summary of Revision: Revision { No. 1 Date Received Date Received 1 1 Staff Initials l Date Issued Staff Initials / 1 7- /2 —o z Summary of Revision: Zriw 1 0 b -,7),(6 a 4.4-c Summary of Revision: , -lLeu /ih„..„ • Received By: r aa. Received By: MES 6.6- Revision No.. • Date Received Staff Initials 1 Date Issued ► ( Staff Initials i Received By: Summary of Revision: • Received By: Revision No. ' Date Received Staff Initials Date ` Issued Staff I Initials Summary of Revision: Received By: PROJECT NAME: ff,i ' — e6 /j sectcce, PERM 'ti JO 2) 0/ - 39/ Site Address: /z2s'/ ye'`* 4 s - --.- Original Issue Date: `.- Revision No. Summary of Revision: Date Received REVISION LOG Staff Initials Received By: Date Issued (please print) (please print) (please print) p pr Staff Initials z Ce JU 00 (00 co = W a ►_- _ z � 1— O z I- LL! Lu 0 - O t- W P- 0 H '• z v Rer'kential Sewer Use Certific (To be completed for all new sewer connections, reconnections, or change of use of existing connections. �--i This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Nai Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council and is currently $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name Jos -t � L• 'e (Last, First, Middle Initial) Property Tax I.D. Number 0/7q00- /267 Property Legal Address: Subdivision Name Subdiv. # - Lot # 3 Block # �t? Building Name (if applicable) Property Street Address 1057 (Rev. 7/00) 48f,f• Av , • City, State, Zip �Ut.1-) / L� Owner's Mailing Address 2 22 Z 74, -- .44/ CE f different from above) � � G � I' a / C�G' GO Owner's Phone Number (2' ) 2. ' 2s 24' • Property Contact Phone Number ( Party to be Billed �A� -[C�� -�� (if different from owner) 2 Z �/ Party's Mailing Address 2 !o City or Sewer District ilittui /e.-.4 . Date of Connection Side Sewer Permit # Demolition of pre - existing building? ❑ Yes g No Type of building demolished? Sewer disconnect date? Residential Customer Equivalent (RCE) Please check appropriate box: it) Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative / Date 2 / 1 L Print Name of Owner /Representative 1.0 1.6 2.4 3.2 White — King County Yellow — Local Sewer Agency Pink — Sewer Customer For King County use: . Account # Monthly Rate Six Month Due bOf 391 Parcel No.: 0179001267 Address: 12241 48 AV S TUKW Suite No: Total Water Fees: $5,121.60 doc: Miscperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 WATER METER INFORMATION Permit Number: D01 -391 Issue Date: 04/11/2002 Permit Expires On: 10/08/2002 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,737 SQ FT SINGLE FAMILY RESIDENCE, 440 SQ FT ATTACHED GARAGE AND 80 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, SANITARY SIDE SEWER, STORM DRAINAGE, DOMESTIC WATER METER, LAND ALTERING, AND UNDERGROUNDING OF POWER. 00 N 0: w w 0, J Y/N Meter #1 Meter #2 Meter #3 I • a. F- u Water Meter Size: 75 0 0 ? 1— Quantity: 1 0 0 Z Water Meter Type: PERM w w: .D 0; Work Order Number: 5204602 v) , Connection Fee: Y $60.00 $0.00 $0.00 :0 1— Install Deposit: Y . $250.00 $0.00 $0.00 = w: Additional Install Deposit: $0.00 $0.00 $0.00 I- H Plan Check: Y $10.00 $0.00 $0.00 O; Inspection Fee: Y $15.00 $0.00 $000 iii j Z Turn On Fee: Y $25.00 $0.00 $0..00 0 S H- =r Special Assessment: $4,761.60 $0.00 $0.00 O F Other Fee: $0.00 $0.00 $0.00 Z . Total Fee: $5,121.60 $0.00 $0.00 D01 -391 Printed: 04 -11 -2002 ; WATER SUPPLY ASSET Bill of Sale City Water Meter Permit No.: 3 O/ `" 3q,/ KNOW ALL PERSONS BY THESE PRESENT , that , an individual /general corporation /partnership and existing by virtue of the laws of the State of Was.hirAgton, located at L( 4C A .e City of Tukwila in King County, for and in consideration of the sum of TEN DOLLARS ($10.00) lawful money of the United States, to it in hand paid, the receipt whereof is hereby acknowledged does by these presents grant, bargain , pro located at City of Tukwila, County of King, State of Washington, to wit: Legal Description of Real Property: Lo_lt- 3/ , 6k c f ,?x;vyt ae=e441-7 List of Materials /Asset Description / water meter box(es) located at the above address, b a lineal feet of 3f inch meter service line(s) with appurtenances, made of 2 ■ material type with an installation cost of $ S _ °v- , constitutes the list of materials for this turnover. The seller herein covenants, agrees, and warrants that he /she is the owner of said property and that the same is free from all liens and encumbrances, and that it will defend the sale of said property, goods and chattels, hereby made, against all and every person or persons whomsoever, lawfully claiming the same or any part thereof. P:PW Dev Engr /Forms /Water Supply Asset Sale ''r'Yri�' iii; is�'„• ii':.'{„ tiF4: isi:` fi.':. cti' �t1aL :'is�S.t't'.t,�i: ?'iTl'.'Qr:{ iii;=: i;! nii:' n:} i4ai : {: =:::`:.Fi;?::,- ;'.i`t5��tt+. Pik.' 2f' t3lY!{1 kk7: Y4 };.".'i�4�;..v.¢ie«v�n: «.�wN.• .r., 4V.V re 2 UO . No wi H U) U. w O: 2 g ^ J W w zt.- 10 w 0 w w U t11 U - . o • EXECUTED at the City of Tukwila, Washington, on this Z2,- day of , 200— . SELLER: STATE OF WASHINGTON County of King ) ss P:PW Dev Engr /Forms /Water Supply Asset Sale a x:6z. Ailez,c Signature TITLE: �Ltrtz2�._ BY: TITLE: On this day personally appeared before me dames kowk Leuhq Zee to be known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as ALS free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 22 nd day of O t o be ✓ , 20 X) 2 . GE A.D e∎� s i -... % . �i - Alice A. Deo c 4. •: y : O NOTARY m .. ll Print Name : V ti: ; P UBLIC 1 NOTARY PUBLIC in and for the State • 14 �'••. s 16. po� . I • of Washington, residing at • N�Orwas Rentam My commission expires 6 - /6 - 04 z ▪ ` JU: 0O : N p. W = '. u _ W o : ga H W z i~ o ` z I-.. W W: 2 U p 13 I— = U, — O 0 F o REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL ' REGIST. # .EXP. DATE CC01 .:LEESHI *016BE•01/01/2003 :EFFECTI:VE DATE, 91/05/19 LEES HOME & INVESTMENT. 806' S ORCAS ST SEATTLE: WA 98108 Signature N Issued by DEPARTMENT OF LABOR AND INDUSTRIES iu'+ o-,ola, !f•htin,. � k+�.Gk; � 1t��: na�:rl�.�,.���,a �'�,i3 GENERAL NOUS ALL WORK TO COMPLY WITH 1997 UBC ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT TRADE DRAWINGS WRITE DIMENSIONS TAKE PRECEDENCE OVER SCALE DRAWINGS CEILING HEIGHTS IN LIVING AREAS NOT LESS THAN 7'6" EXCEPT IN KITCHENS, HALLS, BATHROOMS. WHERE IT COULD BE 7' NUN EXPOSED BEAMS OR ANY MEMBER SHALL BE 7' FROM BOTTOR1 OF MEMBER TO FLOOR. EVERY SLEEPING ROOM SHALL HAVE A MIN. NET CLEAR OPENING OF 5.7 SQ. FT. WITH A MIN. HEIGHT OF 22" AND A MIN. WIDTH OF 20" AND A FINISHED SILL NOT MORE THAN 44" ABV_ FLOOR. PROVIDE ATTIC ACCESS V41TH A 22 "x 30 "x 10" HT. OPENING. PROVIDE CRAWL SPACE ACCESS WITH A MIN OF 18 "x 24" ALL USABLE SPACE UNDER STAIR CASES SHALL BE FIN. W/ 5 /8" TYPE "X" GWB. APPLY ONE LAYER 5/8" TYPE "X" G\'4B. BETWEEN LIVING AREAS AND GARAGES AND A PARTY WALL ON BOTH SIDES APPLY WATER RESISTANCE BOARD TO 70" ABV. DRAIN INLETS AT ALL TUBS. G.W.B. WORK AND MATERIALS SHALL MEET ALL REQUIREMENTS OF ANSI., FOR THE APPLICATION WATER HEATER WITH APPROVED SEISMIC MFR. CONNECTORS TO THE WALL, TOP AND BTM. BLOCK BETWEEN WALL AND WATER HEATER. SHOWER WITH FLOW CONTROL LIMITED TO 3 CFM. GLAZING IN OR WITHIN 24" FROM DOORS AND GLAZINGS WITHIN 18" OF FLOOR OR WALKING SURFACE SHALL BE SAFETY GLASS. SKYLIGHTS INSTALLED AT A SLOPE OF 15 OR MORE AND LESS THAN 45 SHALL HAVE A MIN. OF 4" CURB. HEATING UNITS TO MAINTAIN 70 F. AT 3' ABV. FLR.WHEN OUTSIDE TEMPERATURE IS 10 F. PROVIDE NIGHT SETBACK THERMOSTAT. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPEC THE HEATING CONTRACTOR SHALL FURNISH AN ENGINEERED HEATING LAYOUT IN CONFORMANCE WITH LOCAL CODES. INSULATIC N CEILING EXT. WALLS CRAWL SPACE SLAB PERI. PARTY WALLS FLOOR BET. UNITS k- 3 C� g- ig. PRESCRIPTIVE PATH AFL'E o GLAZING DOORS 0.4 d ' CLG. £ -3C WALLS ABV GD _ WALLS BEL GD FLOORS SLAB( PERI CONDITION S.F. ; 7,7 x GLAZING % MAX. HET SYSTEM SIZE: WALL HEATERS: COND. SQ. FT. x 24 DUCTED SYSTEM: COND. SQ. FT_ x 27 VAPOR RETARDERS: FLOOR: WALLS CEILING SUPLY VENTILATION SYSTEM .T P L/A PQ 1"/T Pt/A P'4 //st • VENTILATION SYSTEM SIZING MIN. SIZE: 1 73 x 8' HT. x .35/60 = _ I AX SIZE: /73 ) x 8' HT. x .50/60 = EXHAUST VENTILATION SYSTEM/ INTERMITTENT EXHAUST VENTILATION SYSTEM/ INTERMITTENT Kir loo �Ar1f ,oe0.4,0 q0 OATtI .0 '1 90 /Upa So !/ STD 1.112()C6- SD v WHOLE HOUSE EXHAUST VENTILATION SYSTEM. = 06 is' S.F. ALLOW BTUH OUTPUT SYSTEM WILL INTEGRATE WITH FRESH AIR INTRODUCED INTO AIR TURN DUCT WITH MOTORIZE DAMPER. 0 FRESH AIR PORT AT EACH HABITABLE ROOM. MIN. =4 SQ. IN. EA. 1 WHOLE HOUSE EXi lA UST FAN IS REQ. I LOCATION MIN MFR. MODEL CFM.- .25WG. CFM.- .1 WG. SONE COMBINED USED OF SOURCE SPECIFC FANS AS INDICATED ABV. 0 SEPARETE WHOLE HOUSE FAN 90 �. s cI 4 /. � /S //D / LOCATION ,MFR. MODEL CFM.- .25WG. CFM. -.1 WG. SONES ALL BATHROOM TO HAVE MECHANICAL VENTILATION TO OUTSIDE CAPABLE OF 5 AIR CHANGES PER HR. ALL INTERIOR DOORS TO BE UNDERCUT TO ALLOW AIR MOVEMENT. VENTILATION FOR ATTIC / CRAWL SPACE SHALL HAVE A MIN. OF 1 SQ. FT. PER 150 SQ. FT. OF AREA. BAFFLES SHALL BE INSTALLED IN CLG./ ATTIC TO MAINTAIN 1" CROSS VENTILA. POINT OF DISCHARGE FOR DUCT AIR SHALL BE AT LEAST 3' FROM OPENING CAULK DOORS AND WINDOWS FRAMES WITH GRADE NON HARDENING. SET WINDOWS HEAD AT 6' 8" ABV. FIN. FLR TO MATCH DOORS TILE WORK TO BE THOROUHLY CLEANED WHEN WORK IS COMPLETED BRICK VENEER WITH 1" AIR SPACE BETWEEN VENEER AND BACKING, LEAVING 3/8" WEEPHOLES AT 32" O.C. AT THE BASE OF VENEER. INSTALLED 15# PAPER OVER BACKING. VENEER SHALL SUPPORT NO LOAD. VERIFY ALL EXISTING UNDERGROUND UTILITIES BEFORE EXCAVATION.' 1{ o A5 -f LT' AiP20.6.c /L/ L A, C ,Q /VetlJ4c NW- ss __nders.tand that the Plan Check approvals a ;�hject to errors and or iliss;ons and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By Date Permit No. Doi- 34 COR LT R# lMPr Vint i Oier e eta x - 72.0 440 reitgi AV : 3 1U TorAG 1463 PRA/ c5 A5 / Lori N1 Pair GC, J D, '4Jtv = 3.40 5 . f L9F ,E'LrF RECEIVED ...= Ei[ED CITY OF TUKWILA MAR 19 2002 lr If n i ' / ,e // '7 /U / / LOT ✓ / 1 I % r L D cif to o A LIE 7-/TaWi'/ A L7 t7 1T /cN • T4) 7 cic) o /Z.67- 0 LOT 4E4 �OGb S. . /��D ter - 0 . FILL COPY X67) (c) (d,, CITY Of TIJ` ij APPROVED APR 1 0 2002 k 14 t ' fvuku ECT'ON PERMIT CENTER Of 1 it NC/ e g L.L. WV/ A 5Fair l(/',LL 1-7 Ll l/F6E 7A7Er FL-0 W PAM/ GF A7 Z4 FEET t7 � 5O •ee L4- 'j :T4rn i f.5Dr1 couvj E yi ri+ee..r5 4 /► /r /! SEPARATE PERMIT R7 — UIRED FOR: 'T L i_ .ECTR1CAL .UMBING LAS PIPING CITY OF TUKWILA BUILDING DIVISION J2Es1DE AU AL_ OEs Li .134//L- ,c7EE,2 p.4/4 V/ CE /?a f30x x982 ,ex/r WA. 25? igge, 21/8. _atbQ 4 r 1 -- - EL E VATIC ti,/ DATU/ -f o AssaGfaa M = ioo, 619 c Ik'6 Ii I ( c/._Ag' fA /� L./,4I r is vie pQopE g-r y L./rig X /ST ��NG . ,? L. ASPtidLT ELX (Ab GtJRe) ev ' 5/r26M/4 :) �' ///5TALL W,4 T�2 ,'7 ; 'rg Ah/O v/c0 coM//EGT/c (/ Pere G✓7y �TA/�/OA2D5_ ox/vfidel rel•la AN /rA/zy E'r 9 .Priviak z„/Ate. ft( 0 r - 'WT/O . (656 Oeui dN 4 4 si pvc 7O TY 2 CO W /VAA/EL, coe,4re P2o 5 /De . W,'72 &)l /5T /AI, 83 n os 2/. w4TEQ MA/n/ 6 .P:Ze)Po,SE v/s/DE/2goz:Doic/47 DER,1WoNe 7V adf.'J- v r 14 u f 'AD E12 L /nlA •t& �N1 00.00 :1 F ,eooP rbwdstr• avEgrzow 4 "I "VC - 1.EG4.L Da (TAx 1 0/7 1267 -O . �LOT 3/ /n/ BLOCK fo of ALGr✓TOwn/ ADDii7On/ =:..or AZ- co VE2QGE _1MP0,eviov 5v2fA D,2tinlAogyspz.A5d Z3L0k1 7oWNSP40T @ 121 -1 L7IPIc a TOTAL vN /2 %, c. re" S .S . Or,) FILE COPY 1 and cf.T-'1 ± ",' Pan Check ap; royals are ilOTE J m ,._ .,t , sTo /,M ,eun/OP fae.cW AN22 z' /r/ /WAY COtzz'cr o , v A TYPE , - cam. AA/0 ,rzaieO 7g ?czg � PVC P7i ro A t yvc/E 6 -) . 2 w/'- - & //s/67344.4.0 ,,i GOVE2 �(LG- • L W/ /G PA , z/C 274Cz /A// G T.etier /Oel These plans have been reviewed by the Public Works Department for conformance with cum- City standards. Acceptance is subject to erroP omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Forks utilities inspector. Date: B`•: __7/11] CNI / , TRE co - e g o cy a/1-/4X DaP77 1 41c 1 f:7: i _ 7Y, l C.1Tc i ea4s m/ 14//V4//E G/2 7W BLDG. CA ,e2A c Off / Vg WAY 4n:10 6r. //64e) sF C.AP‘). 1/23 S. / - / . p 360 .5,P 1434 sf. 320 Old .5.P: 4 320 sit. 320 S'.F. _ d STALL /¢ KE'Ped /2 f-b2 7UTLIz' LtC,df1 770AT. ,► IZ Hid. If .mX ' • 5G L6 / ".a t. D'V LL orde.1, / 48 ae)YVELL., _ F../LLED Wf /S " -5" - w45f/f v aeL /N ,EC,e. IREVISIO\ NC, CITY RECEIVED TUKWILA JUL 1 2 2002 PERMIT CENTER avt�vE� G�6� /GTre 1zwc p,'/F cw6foe5 Aivo DF t7,eyL,(/F_.,[.L Z7'l W47f7Z7 .6 cy2 R r /cr/r Loy ae. GLAzliVO fremAILIFAc 7: TY/::"k 61Z ,4)2E4 Gt . 'TOTAL U. "Va. di/nixes Fix 1 S 40 5 1 5 o 4'7 If Fix 20 46 8 • IC, If 7 j4 - 4 Fix 2030 6 r 6 if 2- WI It g SOZO i 7, A 34L I( FIK ..30?20 q 3 27 , Ii /h%p. Vz SC_P. 4040 .5r), l " 3 I a F /1 ll )f II ir [ Si-2 St. t/0 • O 1 2-0 1( 949 ft l i2- SW. 5 7.( 1 2( tr )2 -2f 1! S 6 , D . S06i" 3) f 3 rt go ft"? ic 0.94- A / 6 , 7t -, : .6. Li- W /1 4 12 ) F2 60(-15 72) OE valye_ • . 17q Z531 1-1V. ARZA= 17 '7 'A4 /A/c' AZEA= 1 l .3/ % . f J - 2 ,c 4..a.PrEgart cLos. v I/ : t 2. fl `F P70'04 " r 124 oil EL_E " 4 g FA5chtt 00 g6 1 , (4 ° gle eiP. ■ZE AZ izoog 1/o/sir coA/7. tvt ie")(A4 f . ,5';'‹ C/ 9. 1-/4.//7 . 4' �x 18:t leeotee. Verir 4t 8 Tiei A-1 ' At 7' a AI /77o iFT / / V r CITY OF TUKWILA APPROVED APR 1 0 2002 AS NO I LO PERMIT CENTEF RECEIVED CITY OF TUKWILA MAR 1 9 'iGG2 i 1 ; � LeGT12 /CA L ''YME3OLam. IIVCAN0Ef5 cENT CLG it WALL 0 /YULE CMiA/ N 11 SPOT - txJ PL. E'X OO7LE7 if n W /001/0 5 &W ITC ii. 11 r+ WATER P2C.! 1' 1' C/20tiNO FAULT /NPER. ® 6 PEC /A[- Can-Er 220 V - TA /L . C2 rthr •220 V - PLUG . -0-- 5W1 rch' dn/E F2:4E If 3 WAY --t -, it WATER P4ZC :F• FAA/ - L. /6 Jr FAN - NEAT FAA - lac NT - NEAT. Ii i 1 1 Je.mr /o / ,ac. mEfM05T.4T Whot.e goose FAN 5/`IOKE DETECT'O/2 //OV - ■4TTER/65. PhIONE TV Ch/ /Me BflrOM CAI/ tle , 4 p2- /60070 p,2 f en/�c: 2;FF /c /is/cY 7c fo,QN4c Pz.oT L/cyr /8 ".4eV P L2• ./ 7v/ ot)r ip A /2 01 T/ME, W/MLtn /UAL S u1ITcA VIA 6 Pact — i - . pgo vi /,-/PQCr oite.2 /ER l e Ors/6 1t/Z SEP1t,04T /Ois/ / L /t/mia S _ 4t 6.40:446 w, /f /cg "Owe TYP "xl „ r 1 I r L T T I eI s -- - Jr ____ f'�4O 5068 2340 p r L / V //'G "IP/Mb/a let C.a2PET i I •9 V/A/yz A () 1 8' c 24 "CQW t IX tt Ac 5L- NAk liACST L/ PLA -�O PAZ GA 5 - P/0 1/4' - w, 6 a. 2. /r'/; A Abe '] GLA7 D z /CSC' 4 ° 2 ✓. e Pa -3 w/3'&4 h0 57v05. ELECTRICAL NOTES ALL SWITCHES_ OUTLETS. EN \'IROMENTAL CONTROLS SHALL BE MOUNTED NOT LESS THAN 15" AND NOT MORE THAN 4$ ABV FLOOR ELEC"IRICA' CON''rRACTOR WILL INSTALL THE ROUGH IN AND FINISHED TRU%s AS PER ELECTRIC CODE AND IN COMPLIANCE WITH STATE AND LOCAL CODE. ELECTRIC WIRING SERtiICES. _VN 240!0"!4. PANEL SMOKE DETECTORS TO BE WIRE TO THE HOUSE WITH BATTERY BACK UP VERIFY ALL SWITCHES AND OUTLETS HEIGHTS ABV. CABINETS TO CLEAR FOR BACK SPLASH. ELECTRIC OUTLET BOXES IN THE PARTY WALL SHALL BE STEEL AND SHALL BE STAGGERED A DISTANCE OF 24" FROM OPPOSITE SIDE OF WALL. /t2" PTA /cl w /i72 "a w r � z o P W 4 L J - 4 " F/f 4 . 0040 /Ala ABTA V AREA 56.c,0A/0 F/R La/ .4126:4 7 T i p L Lit). A A C'A €A6 E = 714 02 • /737 • 44-0 .f . S, S.F. SECT RI"1'l NOTES BUILDING ENTRANCE DOORS. INCLUDING GARAGE SHALL BE CAPABLE OF LOCKING AND SHALL BE EQUIPPED WITH A DEAD LATCH WITH AT LEAST .1/2" THROW WHICH PENETRATE THE STRICKER NOT LESS THAN 1 /4 ". EXCEPT - WHEN GARAGE IS EQUIPPED WITH ELECTRICAL REMOTE CONTROL. EVERY ENTRANCE DOOR SHALL HAVE A DEAD BOLT OR A DEAD LATCH AND SHALL HAVE A VISITOR OBSERVATION PORT OR GLASS SIDE LIGHT OBSERVATION PORT TO BE INSTALLED A NO MORE THAN 66" FROM FINISHED FLOOR. DEAD BOLTS OR OTHER LOCKING DEVICES SHALL BE PROVIDED ON ALL SLIDING DOORS AND OPENABLE WINDOWS. AND INACCESSIBLE FROM OUTSIDE. DO 3 9 1 CITY Of T(.KWA R'R E APR 10 2002 A.S :i( CITY RECEIVED MAR 19 2002 PERMIT CENTER : csp, 1t ; •, 4c4C P t'1 • 53 „ lo! o" 5DCF � wtIYL LGPe• F-7-. o'-o" (, ► ►1 vJ i,o \I I P/-4 W1 7c Pet. B,Gcraw 5 ° 7 .s c�v4e DA/E P / EG E 50C ®vro. vb../ YL. / kirk. Dizi. . A- 5040 7"0" IA r c -- ccESS.�1 PI W CSI10 7..o E3EA-H BE'Z.WW co sD. 0 5ECQ/JD E loo 0 ---t- 2a _ o „ /6 moo" ARM . n 2 - Z4 48 7 ! /1 i J o 0 eon- 3 9 CITY OF TUKfiltA APPROVED APR 10 2002 i cU CITY p RECEIVED TUKWIL A. MAR 19 2002 PERMIT CENTER 1 _ , t 1 _ 1 bi r rr 1 /4 " _ � "-no„ N aff es" 1i f 1 1 1 1 i /19 /2 1i x r 4 "1;:/xx. code. SLAo. 'o v2 -NNE_ Poly v j/ Z" G/Zd A/vL,aZ k a - 5 - o () rl/ / " QB. 4 I1/ I ti si'ue our 24" wl #4 @ Afro c. tl' a • FOUNDATION NOTES FOUNDATION DESIGN VALUES . SOIL BEARING 2000 PSF. FLUID PRESSURES: ACTIVE 50 PSF. PASSIVE 200 PSF FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN THE U 13 C. TABLE 18-1-A FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 11 L" B -C ALL FOOTINGS TO BEAR ON 1,^_�'DISTURBED GROUND. A MIN - le BELOW FINISHED GRADE AND 8' ABOVE FINISHED GRADE. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 FOR ANCHOR BOLTS USE 5/8" x 10" .A307 WITH 7" MIN. EMBEDMENT. ALL CONCRETE SHALL BE REGULAR WEIGHT HARD ROCK TYPE ( 150 ' CF ). AGGREGATES SHALL CONFORM TO ASThI C33 WITH PROVEN SHRINKAGE OF LESS THAN 0.05 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 PSI. CEMENT SHALL CONFORM TO ASTM C150, TYPE 1, CSA NORMAL MAXIMUM SLUMP SHALL NOT EXCEED 4" IN FLATWORK CONCRET SHALL BE MAINTAINED IN A MOIST CONDITIONS FOR 5 DAYS. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL EXTERIOR WALL. NOT EXPOSED TO WEATHER EXPOSED TO EARTH OR WEATHER CONCRETE CAST AGAINST GROUND 4 A.L7 W tux 2 "K �� W45fl / e 5.!0 If G'.C, C(/• WHERE SPECIAL INSPECTION IS NOT REQUIRED UNDER SECTION 1701 OF THE U.B.C. ,CONCRETE SHALL HAVE A MIN.CEMENT CONTENT OF 5 ' SACKS PER CUBIC YARD OF CONC. AND A MAX. OF 6 g WATER PER SACK VAPOR BARRIER UNDER SLAB SHALL BE 6 MIL. POLY MEMBRANES WITH 12" OVERLAPPED AT JOINTS. SLAB FINISHES FO BUILDING (STEEL TROWELED ) AND BROOM FINISHED ON PATIOS AND SIDEWALKS. - - 'J O L '39 clrY Of flWWtA APPROVED APR 10 2CO2 CITYOF�TUKWILA. MAR 19 2002 PERMIT CENTER r. d 20X/1 ?J / ; ' P�zo -35o - T- /lo�l� "X 11 1 TJ/ ,�2p - / \/ JsT f!Af4Ui(i PLA W_ M .:0�7_ 11 lc/ti <!' Q v kJ.a.LL \- 3 "xIPA8J5E �l r10 Argy/JA/L 7Z J.5T ti/ r 7I 8 .-, r To o8L , JsT S cacti. 'i / -o --350 ,,bisr' 71.4 1/5E/Z577i NGD 5/gx I _ X Zo 4, /V4 4 x /Z. rir N C O r l P2 -3 ito 20' Z 1:1 k � f () Z x i7 577Z/ S. N ALL I-/d . TO 45E c x 8 � ,DF, e_4 /1/ O. c, .0 L.' G ^�v F S ANT PANEL. cc!MI7os /Tice V60513 3 T/-MM. Dve2 ,f /t?17f - Z4 C[.;. ' 'ti ExTE'� MIN T.^r GOR\ =< 3fes_ COMMON NA _S 4 3 3C i.2 R.:7 "S 4X6 OP 2 - 2x6 STU: 3X6 ELG..'. NIG AT PLYAGO: JJ NTS 2x6 2x6 ri.(?, f2 "xi2 ' r4OR. \2/\3/16" 2200# GAPAG `Y HOLZ;OYNNS (SE NOTE s. -1N. GGNTiNUO� S 7007N6 PLAN ,/ ,'; 20= 24 F /v c7A A cg . 5 EC :rile) 1 N n / t /I /8 --PKo I. /4 "o c. FLOOR TR( SS NO YES ES TRUSSES T11 ) SHALL BE DESIGN BY THE FABRICATOR TO FIT DIMENSIONS AND LOADS LNDICATED ON THE PLANS DRAWINGS SHALL BE STAMPED AND SIGNED BY A REGISTERED ENGINEER DRAWINGS SHALL BE ON SITE FOR FRAME INSPECTIONS P1 -6 v= 198p1f 7/16' CSB, w 8d (0._13 naffs @6' o c. Anchorage (Interor wails only) to S!NG_E ;oist (or blKg; below: 16c C 6'o.c. P1.4 v = 304 Of 7/16' CSB. w % 8c (0.113'; nails @ 4• o.c. Anchorage (inter or wa':s orgy) to S;NGLE oist ( or b!kg) below: 16c @ 4 "o.c. P1 -2 v = 516 plf P2 -3 v = 778 pif P1 -2C v =600pit t 39 1 7/16" OSB. w ! 8d (0.1:3';. nazis @ 2' o.c. note: use min 3" nominal studs L adjoining panel edges Anchorage (jnterior wails orgy) to SEAM below 16d @ 2.5'' o.c. (staggered) 7/16' OSB Mirirnt; m,( 2sloe s),w18a(0.113') nails @3 "o.c. note: use min 3" nominal studs @ adjoining panel edges Anchorage (interior wa!�s only) to BEAM below: 3i8" Lag screws @ 8" o.c. THIS VALUE IS BASED UPON THE USE OP COMMON (not Box) NAILS OA/ is 7/16" OSB, w / 8d (C.131 ") nails @ 2" o.c. note: use min 3" nominal studs @ adjoining panel edges Anchorage (Interior walls only): 16 c @ 2.5" o.c. rfaa,e4 SHEAR WALL SCHEDULE (see 1997 UBC tables 23 -11 -1 -18, 23- 11 -1 -2) N //7 QTY Of TUJKWL APPROVED APR 1 0 2002 AS tit' 1 4. 7 / fF We CIT RECEIVE OF TUKW ILA ��A�C 1 9 ZOOZ PERMIT CENTEP 0 A 7ieus9 se: raiz- L= jz' Q C t O r 0 , r e 1 4. t 4040 ' . I — 4440 J o, 3 � d' esc 7 I RaOF PLAAI 1/4" 20 2' tl //T a ALL t/Oe5. .4 LL c - ' x iJac -. 9 727 L /° /--�0 �i,W . , .i w14 T 7f G ! � 'J/ra (1) 4 r:vss Qc) zd- o " A Le gM7 7bss (17 ROOF TRUSS NOTES �► /3 -O " /3-0'' 1 ' GABL En/0 (i) 4 TRUSSES SHALL BE DESIGN BY THE FABRICATOR TO FIT DIMENSIONS AND LOADS INDICATED ON THE PLANS. DRAWINGS SHALL BE STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER. DRAWINGS SHALL SHOW ALL CRITICAL DIMENSIONS AS WELL AS THE LOADS ARE DESIGNED TO SUPPORT. DRAWINGS SHALL BE ON SITE FOR FRAME INSPECTIONS. ERECT AND INSTALL THE TRUSSES IN ACCORDANCE WITH FABRICATOR SPEC. LATERAL BRACING AND DIAGONAL BRACING PER TRUSS PLATE INSTITUTE RECOMENDATIONS. NO TRUSS SHALL BE MODIFIED WITHOUT PRIOR CONSENT OF TRUSS ENG. AND THE BUILDING DEPARTMENT. DS 9 ( /3 66/e 7Rt ( ) ei a 6 Co' G.G �" y ‘2N EAT 1-I 7 L.; PEA p, - 4 /2. B f # 7-4 11 Z o . D " I i 20- /11/ - eve", (4) PFtov:Ds: P R AM iN, a5 pr A WALL. e22e P :.AhtS t CITY OF TINNO APPR9VED APR 1 0 2 ^O2 NO! cU LDD CITY OF TUKWILA MAR 19 2002 PERMIT CENTER 2 x 13LKG. k4/3 - 1 f2 5c e6A1 Via NYe• ( . &1K ea71 155 contr G cJTTER /4x,P'A9.iA ---1 5/4. (2 7Z' 2x ATM PL. 13L. PANE§ WOOL . v,///4 COW. P - �- AWAVT V.AniUrZ .4 56pvc. comfy 7z)s,typ 11 1 1 • /(od.C*loc. PER A owe /5 # ez..ca. i c3sA e ovee 7/!6° ..w4 111. ,BLOWN /NVUL . 8 ' r O 6la1 PEA PLAN _ 7l/ ," 08 6Nrt/1d, . 2x4 grow a /!o "O•G. R -J 9 eA775 /H5'4. _,/z" p W 5. 5!D oG PEK Et E V. - 746" 05 8 5d1FQTh/rn 7)C4 STaPP a wo. G . R -/9 8AT1 ✓ #1501-. - //2" O.w. 3 /4'/gt-YwL• T P _ EPA 0%, tl% firt - - .• W /fLQ{ /5Tg7.046 7 . a Jt 1 111110 3111111 N ikki\ 'lf'I 4 e a- • it'.• . • • 1 e L . PAI`JJ 1NsuL.. p4t1 0/1 iZ �'l- EV.770A1 7/14, 060 51/.ATN //1/ 2x!0 57UJZ5 /Go" 0.C- - g-la 13A77'S /A/1'GAT /c h' ye GWO 2 x PT /LL I . W /a' 4.&. X /0" 7 "EMBEbJ� -/Et 7 /, 4 56 cot - 17" L "cCO/✓C. 3-AS O/ JyIL VAA'iZ eiag2/be o/ G ,2A r ur...Arz f / [L • .- fi _ ll= \ftl 2 pg /t/p Aga- /Z-10 �. a4AWvc.�vz /9 uNpy-/lueeep ote0 canth: 'FRAMING 1\oI F :s FRAMING CONTRACTORS SHALL WORK IN CONFORMANCE TO ALL WISHA OSHA RILJLFS AND REGULATIONS POSITIVELY NO WORK MAY BE SUBCONTRACTED TO OUTSIDE rRA_MING CREWS WITHOUT PRIOR WRITTEN PERMISSION FROM EACH JOB TO LEFT IN A BROOM SWEPT CONDITION AT THE END OF EACH DAY SAFETY HANDRAILS. WHERE REQ.. MUST BE INSTALLED AND MAINTAINED AT ALL TIMES. FRAMING CONTRACTOR'S WRITTEN COMPANY SAFETY PROGRAM MUST BE SUBMITED PRIOR TO COMMENCING WORK. SUBCONTRACTOR SHALL WORK WITH SUPERINTENDED TO CORRECT ANDCOMPLETE LUMBER PACKAGE. 24 HR. NOTICE MUST BE GIVEN TO THE JOB SUPERINTENDED TO REPLACE MISSING MATERIAL OR TO ADD MATERIAL TO THE LUMBER LIST. EXCESS MATERIAL THAT CAN NOT BE USE FOR BLOCKING, SHIMMING, ETC. AND OTHER DEBRIS AS MAY BE CREATED BY THE WORK SHALL BE PLACE IN DESIGNATED TRASH AREA. DOUGLAS FIR AND HEM FIR GRADED IN ACORDANCE WITH WEST COAST LUMBER INSPECTION RULE # 16. 4x, 6x, BEAMS AND POSTS: DF #1, F 95 PSI. Fb= 1200 PSI JOISTS: HEM FIR #2. Fb= 1000 PSI. HEADERS: DF # 2 ,STUDS: HEM FIR STUD GRADE OR BE VIER ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED. WITH 1/2" AIR SPACE MIN. AT TOP. SIDES AND ENDS. DECKS EXPOSED TO WEATHER PRESRVATIVE TREATED. MAXIMUN MOISTURE CONTENT NOT TO EXCEED 16 %. PROVIDE WASHERS AND NUTS FOR ALL BOLTS. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1/16 ". / „ ALL SILL PL. BOLTED TO FOUNDATION WITH /8 9b rr INSTALL FIRE BLOCKING A BATHTUB. INSTALL 2 x 4 VERTICAL AT EACH END OF TUB FOR BACKING INSTALL BLOCKING r 48" FROM FLOOR FOR TOWEL BAR. INSTALL BLOCKING : 7' FOR UPPER CABINETS. ANY CRIPPLE WALL LESS THAN 14" SHALL BE SOLID. O.C. RISE AT STAIRS SHALL BE 8" MAX. AND RUN SHALL BE 11" MIN.STAIRS SHALL NOT HAVE A CORNER RUN LESS THAN 6" WHEN WINDING. ALL STAIRS SHALL RECIVED PERMANENTS TREADS THAT MEET SAFETY REQUIREMENTS. INSTALLATION WILL BE PERFORMED BY THE FRAMER. STAIRS TREADS TO BE GLUED AND NAILED. FIRE BLOCKING STAIRS AT MID. POINT BETWEEN STRINGERS AND ACROSS BETWEEN STUDS. VARIATION BETWEEN RISE AND RUN SHALL BE 3/16" MAX. HANDRAIL, 36" ABV. NOSING OF TREAD. HANDRAIL SHALL BE 1 1/2" PROJECTING FROM WALLS. OPEN STAIRS RAILING SHALL HAVE INTERMIDIATE RAILS d 4" O.C. USABLE SPACE UNDER STAIRS SHALL BE PROTECTED WITH ONE HOUR FIRE RESISTANCE CONSTRUCTION. FLOOR FRAMING ONLY GALVANIZED NAILS OR SCREW ALLOW IN FLOOR SYSTEM. 3/4" x 4' x 8' T &G. PLYWOOD ( INDEX 32/16 )INSTALLED WITH THE FACE GRAIN TO THE JOIST AND THE JOINTS TO BE STAGGERED. SUPPORT AREAS WHERE CUTS OUT HAS BEEN MADE. 2 x 10 FLOOR JOIST HEM FIR #2, NAIL WITH 3- 16d TOENAIL �cr� PL. DOUBLE FLOOR JOIST UNDER ALL PARALLEL BEARING WALLS PROVIDE SOLID BLOCKING FOR WOOD COLUMN THROUGH FLOORS TO SOPPORT BELLOW SOLID BLOCKING '2 FLOOR JOIST OVER BEARING WALLS HOLES BORED IN JOISTS SHALL NOT EXCEED 2" FROM TOP OR BTM. INDIVIDUAL MEMBERS OF BUILT- UP BEAMS SHALL BE A ITACHED WITH Rod NAILS AT 12" O.0 , STAGGERED. PROVIDE CONTINUOS SOLID BLOCKING AT MITI HEIGHT OF ALL STUDS WALL OVER 8' IN HEIGHT ALL POST OVER 4' NEED BRACING PER UBC NAILING SHALL CONFORM TO TABLE 23 - it- B -1 V ALL EXTERIOR AND INTERIOR WALLS SHALL BE EFFECTIVELY AND THOROUGHLY BRACED FIRESTTOPING AND DRAFTSTTOPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENING ( VERTICAL OR HORIZONTAL )_ GLUE- LAM: DOUGLAS FIR -LARSH COMBINATION GRADE 24F/ V4, DF ! DF. Fb= 2400 PSI. BEAMS TO LAID UP IN AN APPROVED WATER RESISTANCE GLUE. GLUE -LAM SHALL BE OBTAINED FROM AN APPROVED FABRICATOR. USE APPROVED CONNECTOR FOR CONSTRUCTION ( SIMPSON OR EQUAL ) WALLS FRAMING WALLS SHALL HAVE A SINGLE BTM. PL. AND A DBL. TOP PL. END NAIL TOP PL. TO EA. STUD WITH 2 -16d NAILS AND TOENAIL OR END NAIL EA. STUD TO BTM. PL. WITH 2 -16d NAILS.; FACE NAIL DBL. TOP PL. WITH 16d a. 12" O.C. AND LAP A MIN. 4' AT JOINTS AND PROVIDE 16d a 4" O. C. CORNER POSTS SHALL BE CONSTRUCTED OF NOT LESS THAN 3 STUDS NAILED TOGETHER TO FORM A SINGLE UNIT AND SET SO AS TO RECEIVE INTERIOR FINISH PER PLAN. NAIL BTM. PL. FROM STUD WALL ABV. TO WOOD FRAMING BELLOW WITH 16d AT 12" O. C. BUILT -UP POST SHALL BE NAIL TO EACH OTHER WITH 16d , 12" O.C. STAG. INSTALL ALL SHIMMING AT MIN. SPACE AND JOINTS WHERE NECESSARY TO LEVEL THE SILL PL. OR PONY WALL UP TO 1/4" + / -. WHEN INSTALLING THE SILL THE BUILDING SHALL BE SQ. TO A 114" +1- 5/8" x 8" L.P. SIDING OVER 7/16" x 4' x 8' OSB. (EXPOSURE I ) 15# BUILDING PAPER EXTERIOR BEARING WALLS 2 x 6 x ��8 n 16" O.C. INTERIOR BEARING WALLS 2 x 4 x 88 Sf8" (et 16" O.C. HATCHS ON JOISTS SHALL NOT EXCEED ONE p y-/./ J1bJ , JOISTS SHALL HAVE A BEARING OF 1 1 /2" MIN. ON WOOD OR METAL AND NOT LESS THAN 3" ON MASONRY. JOISTS FROM OPPOSITE SIDES SHALL BE LAPPED 3" MIN. NAIL W/ 3 -16d NAIL ALL MULTY -JOIST BEAMS TOGETHER WITH 16d ;a. 12" O.C. STAGGERED. MINIMUM NAILING, U.N.O., SHALL CONFORM TO 23 -II- B -1 u 0H39 GIP( f OF TI �KWILA AV AP:? 1 0 2202 > FiO1;J CITY OFETU MAR 19 2002 PERMIT CENTEF