Loading...
HomeMy WebLinkAboutPermit D01-370 - LEABO RESIDENCE - NEW HOUSELeabo Residence 4037 S 150 St D01 -370 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: doc: Devperm 0041000568 4037 S 150 ST TUKW 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: Y N N N Y N N N N Y N N City of 'Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 LEABO RESIDENCE 4037 S 150 ST, TUKWILA WA HEWES STEVE Phone: 14720 26 LN S, SEA TAC, WA Contact Person: Name: Address: Contractor: Name: GREENRIDGE HOMES LLC Address: 6855 176TH AVE NE #235, REDMOND WA 98052 Contractor License No: GREENHLOO2PK DON LEABO 6855 176TH NE #235, REDMOND, WA DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,254 SQ FT SINGLE FAMILY RESIDENCE, 692 SQ FT ATTACHED GARAGE AND 100 SQ FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS DRIVEWAY, LAND ALTERING AND STORM DRAINAGE. PROJECT ON VALVUE SEWER & WD #125 WATER. $209,196.00 N/A DEVELOPMENT PERMIT 001 -370 Permit Number: Issue Date: Permit Expires On: Phone: 800 - 892 -8462 Phone: 800 - 892 -8462 Expiration Date: 10/15/2002 Fees Collected: Uniform Building Code Edition: Occupancy per UBC: D01 -370 12/17/2001 06/15/2002 $2,724.85 1997 7 Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 23 c.y. Private: End Time: Fill 23 c.y. Start Time: End Time: Private: Public: Public: Printed: 12 -17 -2001 t City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: GG7lus��i ,�' %� � Date: /. /7'/ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of thi •. •rmit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constr ti' n or the performa : of work. I am authorized to sign and obtain this development per ,it. Signature: Imo; �+�r�G'111111 Date: Print Name: doc: Devperm � AJ4 / 001 -370 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. Printed: 12 -17 -2001 Parcel No.: 0041000568 Address: 4037 S 150 ST TUKW Suite No: Tenant: LEABO RESIDENCE doc: Conditions ANN City of Tukwila PERMIT CONDITIONS D01 -370 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Number: Status: Applied Date: Issue Date: D01 -370 ISSUED 11/19/2001 12/17/2001 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries inspected by that agency (248- 6630). 5: 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. 6: 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. 7: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or Tess, and material shall bear identi- fication showing the fire performance rating thereof. 8: 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). 9: All wood to remain in placed concrete shall be treated wood. 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued 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. 11: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 14: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) 15: For short plat development (four single family homes or less), hydrants shallbe placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) 16: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) 17: The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 Umin). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square Division. Plumbing will be inspected by and all electrical work will be Printed: 12 -17 -2001 n ::' aA''t 'u�<. : 1Votic , 4f r1a'. a '`.411e "rit, • .1 ; h: ' 14 lindfital4ta City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 feet (344.5 m2) shall not be Tess than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 18: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 19: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 20: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 21: THESE PLANS WERE REVIWED BY CHIEF 53. IF YOU HAVE ANY QUESTIONS, PLEASE CALL THE TUKWILA FIRE PREVENTION BUREAU AT (206)575 -4407. 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 consjru tion or the perfor, ce of work. Signature: Print Name: doc: Conditions D01 -370 Printed: 12 -17 -2001 L.A..A. i icw.t.Au1`in ^ iw2.r. 11.4.: a7i.11patn.. tii Project N (..4 eqn t: i DiEoc Type of work/ Single - Family Residence ❑ Addition - Single- Family Residence ❑ 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: 1wer ❑ Septic (King County Health Dept. approval required - 296 -4722) Val of Cpn uction / S toe 2-- sq. ft. Garage /Carport 4 sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Site Address: tic-t ` S7, s >` f z 4 ,, L'f - k #y State``Zi • `J SlCo� Tax Parcel Number: 7''L F�fJ 4 0 000 S 6 , a Property,Owo r: 6_741..e...4.7 A Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 7r 9 Ph Pb c2 2 V62-- ccx�� 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Street gder: r (2 (U G�v�. �tl � ,h'L3 ,- i AT /Y1p w , #f�JJ: Fax (../24--. &'s? 2,0 3 2...._ Contractor: CA Phone: Street T<ss l Ne Z4 � /) ., n ity S te/ Zip Fax #: Architect: �� Phone: Street Address: City State /Zip: Fax #: Engineer: � `-- Phone: Street Address: City State /Zip: Fax #: ContgitPe,son: / Phone d2q )- V6, Z— tr t / $: lit.. it) ._-_ .-- 4 '`' 4Cit to ip: Fax #: o Q 2 Description of work to be done: ,,� /` t `l C — Type of work/ Single - Family Residence ❑ Addition - Single- Family Residence ❑ 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: 1wer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: "1/ sq. ft. Dwelling sq. ft. Covered Deck(s) toe 2-- sq. ft. Garage /Carport 4 sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 2-2-5 ( i_sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 1;9 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 7r 9 '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. r CITY OF TU. WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 44. R STAFF USE ONLY Project Number: Permit Number: be? / 37Y Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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: � frit ' O Date application expires: OZ. ir_ Application to en by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BUILDING • - - - *a AGENT: Signature: ,6>("19- Date: , _ ( 1 — p r Print name: Q j A . f h - . 0 Phone S 9 ) , J / k Fax #: 0 3 y Address:a - (7(o N e. jir 2.3.1 City /State /Zip 09y �� (- y WITH THE FOLLOWING DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUICDING,$LTE'PLANS AND UTILITI„FtLAN,S yARETRBE COMBINED N/A SUBMITTED ❑ 71 Copy of recorded Legal Description from King County ❑ M. Certificate of water /fire flow availability (Form H - 11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ 3- Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. Ens ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) Si ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ® - 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). ❑ ® Foundation plan and details ❑� Floor plan ❑ Roof plan ❑ RI Building elevations (all views) ❑ OQ Building height ❑ a Building cross - section ❑ t ^^ Structural framing plans and details necessary to completely describe construction I►: 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. ❑ in Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). 71 ❑ 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 ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFYITHAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY T SFPERMIT,DOC 2/13/97 AWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. • : I: . •!e , e +Jv�r s + n z . . � rp? •� l r�u µ an +��p � r • k 4 *.k yi +4* tk:it * * * A. * lk * * * * tr. ** *. Ar*** * * * * * * *> ik **a• it. A•A•A* **A I,TY `OF:-TUK.WILA, WA Re 1 15:19 TRANSMIT riielo4 * *A 4*** A4 * ** *. *A.* ** * * ** * * *** * * * * *A• * * * * * * * ** *.,jc TRANSMIT'. Number: R0101477 . Amount : 700.54 11/19/01 1511'7 , :Payment Method; CHECK' Notation:' DON :. LEABO 'nit: SKS Permit No: D01-370 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 004100-0565 5 ite. Address: 4031 5. 150 ST Total Fees: 1,782.79 is Payment 700.54 Total ALL Pmts: 700.54 4ti Balance: 1,082.25 * *A * *A ** * *•* **** **•* ir**** A* ii******* * * * * * * : * ** * * * * * * * *A• * * * * * * * * ** A Code Description Amount 000/345.830 . P. LAN CHECK -- RES 700.54 :030. .11/20.;9 10 `: TOTAL' 700.54 4 ...' i. 14.:;: 5,'.{;'.'.'•,•:: Y::;; :' ii i:,;.v'.t: i; +:7Y:!� 6 • JU. U O' co t. p (f) W O J:• u. .1c; • I O: H W . z i— n p • U N . W W - At' z: • O z Parcel No.: 0041000568 Address: 4037 S 150 ST TUKW Suite No: Applicant: LEABO RESIDENCE Receipt No.: R010001557 Initials: KAS User ID: 1684 Payee: DON LEABO TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Current Pmts Amount BUILDING - RES INSP FEE - STORM DRAIN INSP FEE - UTILITY LAND ALTERING PERMIT FEE PLAN CHECK - RES PLAN CHECK - UTILITY STATE BUILDING SURCHARGE RECEIPT Type Method Description Payment Check 6841 2,024.31 Description Account Code 000/322.100 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/386.904 Permit Number: D01 -370 Status: APPROVED Applied Date: 11/19/2001 Issue Date: Payment Amount: 2,024.31 Payment Date: 12/17/2001 11:10 AM Balance: $0.00 1,604.15 15.00 15.00 23.50 342.16 20.00 4.50 Total: 2,024.31 1933,12/19 9716 TOTAL 2 }iffie 112 -17 -2001 _10 O 0: • . cn w =: J N u- uw 0 • }} _ u_ Q = • a. • W Z H O Z ICJ uf o gyp, O tn; W W; H V. tll 0 � , _ ° O � . ;Z Parcel No.: . Address: Suite No: Applicant: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT 2. JU UO; N0 . o) W u) L 1 W 0 2 Receipt No R010001566 Payment Amount: 9.24 g Q Initials: SKS Payment Date: 12/19/2001 10:57 AM i u User ID: 1165 Balance: $0.00 I Z 1- ; H 0; Z1-, W W: U 0 ■0 N TRANSACTION LIST: `� H Type Method Description = . , 1-- V ` U- 0 Payment Cash 9.24 IU Z U —, O Z Payee: ACCOUNT ITEM LIST: doc: Receipt 0041000568 4037 S 150 ST TUKW LEABO RESIDENCE DON LEABO Current Pmts Amount BUILDING - RES PLAN CHECK - RES. Description Account Code 000/322.100 5.60 000/345.830 3.64 Permit Number: D01 -370 Status: ISSUED Applied Date: 11/19/2001 Issue Date: 12/17/2001 Total: 9.24 1851 12/19 9716 TOTAL 18.48 Printed: 12 -19 -2001 x...u.... /4' 4,. Project: L�::. A . eo 'R- . Do ri =�-c. Type of Inspection: t.,-;E: •. X1 1,.._. A .J ,.0 .._S . d pi D `-'' ` H 0 / a . Special instructions: v a. �+; � 0)c. q..,03 `" Da e w nted: / �, r a . R nester: Phone. /+ / INSP CTION NO., CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit • PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: ( 4 C 7 P .04/ '$47.00 REINSPECT! K(FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: a "'w'�.�'tii+ FYr2'.'t'.`'.4 ' • • 'x r 'ti.t tX.111.C: .5g4.t 1w• °Cts w;'t- -N'47aki Ur?"ti{`1e �,.``'� AAA r- Y r .�K:M ., v: u,. k. �,. '.,E4:fi�Gi� {Jr.:!':G Nnv�;ia�j %.�, { vSl� �� ":i aiC;a,�•li'i+t:} Project: �bo ¢�icderi cc Type Inspecti tc� it s Address: 4 0 7 6 50k Date called: t js / ( S instructions: (�� Date wanted: / a.m. ���i 'i�lUc� c Requester: �Pnn I's It cK'r INSPECTION NO. Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 a 2 1 6 /I V IV/ q/62. ftd„J ate PERMIT NO. (206)431 -3670 Corrections required prior to approval. • cT, I) At Inspector: X11: Date: 6 $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: r�M1iti'.S Probe : // , / Lo i Gl�c. Type of Inspec�ti /".....6-4-4l Address: W3 7 5 /50 S7' Date called: . - —e Special instructions: Date wanted: ' "02 . p.m. Requgter: . .. j /Jill / Phone: 6 G;ID-- ‘ / /. °: ' INSPEC ION NO. CITY OF TUKWILA BUILDING DIVISION.. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit A.4.`utkLf.c..pl..'.,I :.ttY v Ott (206)431- 3670 COMMENTS: /4 fr2.1 Date: Corrections required prior to approval; / 4/143-2—..\ $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: � Kw fG ��+,A�??Sitr::tid= f�7n»t& a.'.l';ti.�Fi[!l ?.,.:.;tt s uk:7.3 4vtk ".GAY yEisESu:� t d�;'it;:,:k?s':'c rn:rJS y i' »i-.bi Z J O 0 W = . , I— wo • } co I O . I- _ Z F. I- O Z I- W D p. N ; O WW o H I H Iii O I_. Z Project: Type of Inspection:. . Address: � . 2 i 7 5 / 1 called: .. .3" 7f Special instructions: Chi- P- Date wanted::. �. . j .. . /.: a.m::; Requ ester% /J,. Phone • ; . ", INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit • Corrections required prior to approval:: J COMMENTS: Aaa 6 /9 ditAdvio Inspector: Date: 19/0'„ J $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: th. v�I�:i3SL:Ak ifdlliA Q%+iFk s'Sa (206)431 = 3670 11/ 2 J U UO U) = J 03 ILL W • } g co = W Z � ZO . uj 0 W • W .. z. W U= O ff• z Project: Type of Inspection: Address: 10 ?7 S /.1 71 1 Date called: iii/ f/02_ Special instructions: Date wanted: a.m. 1 //Z 2/02- p.m. Requester: Phone: 6 6 0 6/ii INSPECTION RECORD Retain a copy with permit INSPECTION NO. ITY:OF TUKWILA BUILDING DIVISION :6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 1 112-2/c2r D. S. 44 Tc fcrit liryrt MAA.4 -e Thy !id t,> ;.'... J. o 44a J d,D 6. 'on A d A {.c SD 1 Jci/t% Dl) Ne. D29- �,5� 1, 'P f t . )(11..k. - Ltr€., f 041417- / 6 I 264 i 4124/ (A te/ ���r. r Inspector: tiU Date: , f /� 27,/ej) =Mak N �4.�I't teLN: L�.iLY1 • U: nl,S,i (.tiieJ,lt'..5�, f n .., y. i.�.r:.:rl i :` ',' .. ».. ;Y r, an .,�.y. �1 •.t.. .' • :. ',f !.i. ,: : �.i� t . $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: tt is ad'.'` R, 16�G. �1z�i:'u11:aK(.+t;lJi+xwi].l'i+ `»Ll 7iC Project: , i ect-tuo-' Type of Inspection: . ecug.T. .-.' . . Mdress: q 037 5. 150 5-f , Date called: ' E/ Special instructions: rs„ r Date wanted: • Lit p. Requester: .. , . Phone: , -, ,.... ,vo& le -611(1 . 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. D 1 PERMIT NO. (206)431-3670 • Corrections required prior to approval... ..„ COMMENTS: a.„1/9//gbtaiS 4 41;/1/ 24.5 42 giQr ()/- r)lib0 ea x ege7 01 "1" 4 a A/ 0 ai A //ea ed /7-; /k/ Inspector: .00 REINSPECTION FEE RE t 6300 Southcenter Blvd., Suit Receipt No: Datey Oz UIRED. Prio to inspection, fee must be paid 100. Call to schedule reinspection. Date:. v.I. At1,4= ■ilttC 4 COMMENTS: rh 9 / 1 / —Z 4)7 15 - g A7 pi? do - 0 ...( Afickess: LC ia I I instructions: 1 s6 , / , c p , / 7J7 z..A7-; ew _ CP01411) r — /11 . Sp c i, a uer -2 _fave772) -- , 0 6 7- i - vi i :th P&7 i't / 3 • (7 en-vy It'll --2.74/ , S - ' a Av/ -79madyeig; Req ster: ti iini f uu a (41 ev.e-Kip/gr . . s' \ Pct , ' A 64(b I ed/(064 Cr L Iic-0 Type of In ( t/O,0(. ( Afickess: LC ia I I instructions: 1 s6 , / , y Date cal ed0 . Sp c i, Date want6/ P.m. Req ster: ti iini f uu a (41 Ph n CO) (P(D $4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. fl C ections required prior to approval. Inspector. Date: — 2 1- 0 o REINSPECTION IE REQUIRED. 1 to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: j • , • * ' *:.• 2. : z w . 6 g o 0 co O w W .J 1- (0 WOE co g 5 < I ' -, I. Ui z I-0 )—‘ tU Ui ui D. ▪ — ,C) u f (-) i= — 0 • Z C.) I. 0 Z Toje&s Type of Inspection: 4 Address: 7 ` � Date cal Special instructions: i Date wantejol Requestgr. 1 ) en {Zi: P , CPO —Coll . i~ I 17: INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. COMMENTS: Inspector: 4 Date: 3 J 2 7 $47.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P oject Typ of Inspection: A s: 7 S iiij— Date called�� / / pe al instructions: Date wante ' Reques 111 �\ Ph e7 / 4 teQ .( INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 n Approved per applicable codes. COMMENTS: r—� j Inspector: ti i Date: "5-2,7-.02 INSPECTION RECORD Retain a copy with permit n $47.00- R1:INSPECTION� E REQ Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4 Corrections required prior to approval. k�:13 - At o4 r3s 141.11. . �4�., y���" Un` 3if�;, Y1! 7.. s�fiY3. t.'-'.. 1, i' S:' iG•)t: tr: a::'. a. i4. h:+,•; itS ;i�.sis'.r'`5.':'- ':�aa.<i�ii Pte& L reC 1 i Tybef Inspection: gressi .s .., . i ot Date called:, .2 • Special Date wanted :.p/...; i ..,, a.m. '...- ii Liar .m. Rests _,- Ce 0 .." W/ 11 INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. • •,,,,.,•,••".;:•;,:.•...••• Date: PERMIT NO. (206)431-3670 COMMENTS: /) /y,7 // &it e.-v, hit Li A // ‘-' <$ PhZat---- ii / d } 5 - l' Z . A n Sr" ,. A ',.•.• .: s •.,, AL.. 4. c4-3 .5 4., ,.: 5 yri /2J J/aL Inspector: [Corrections required prior to approval PatigeM1Mr.: Date:3 z Ej $47.00 REINSPECTICEN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • , 4p 4,- ,a haig..04 r, q • re • • 1 ' To p reel) �-�? i'1C \ Typpectio l. ' �� k G1vr. aXel Ua. - t 1184 AF! 73 .....i s I , Date called / /O Special instructions: Date wanted,: I, / //��a / t/ a .per: Re es er: 666 1 a 8, (.2.);(c I 9 r7 i V r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188: 0 Approved per applicable code's. KCorrections`.required prior to approval.' COMMENTS: l s "1 .Z !' eetA w3 r i s AWL d h Gf ,�/ � /.✓� .l kp Date: 2 D $47.00 REINSPECTI at 6300 Southcenter Receipt No: Date: INSPECTION RECORD Retain a copy with permit FEE REQUIRED. Prior to inspection, fee must be paid lvd., Suite 100. Call to schedule reinspection. (206)431- 3670 :. 1 +k �ii+c'iJ1,�;.,'tdi'� n'e`l:i�fl,•ae;is'La vi lrii?J.. u COMMENTS: Type of In ection: ,� - r. ct ., "Y LL RE 5 Itrz1 ttinL i .. Address: 1 10? 7 5 , /5 - 0 0(5 0 n 7/(5 -7 1 7Y o) t-1 !' 0 v h i Special instructions: \ • 1 / () �-- �evvi p /172 - l u.>:�,-r.) r_ -1.-4 J f i(ra, Requester: NJ /\I IS 0 - 7 - o Q7' Af 7/ - _?'A/ I 6 � a l! '• CTYt ?,D �,j ' . a _ _ C k ,ne ) �..,/..4til Gt/I C / / v (1 • Project: .:.. " £.. F " ): (}...:;/2LS /D A/f Type of In ection: ,� - r. ct ., "Y LL RE 5 Itrz1 ttinL i .. Address: 1 10? 7 5 , /5 - 0 _57 Datp called: ll -- 0 2._ Special instructions: \ • 1 /j r , Dat wanted: a.m. Requester: NJ /\I IS Phone: ,I ' (/0)(0 - (01n•() - ( 0 1// ., P ` "'77'^1.1. 31'47. . ^'77 -*"`tr .+a ."••"CT "-"., •,,! ••••∎• +c"r: t . 7"•!f\ ...4r Approved per applicable codes. ector: $47.00 REINSPECT! INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO. ,(206)431 -3670 Corrections required prior to approval. Date: 2N FEE REQUIRED. P i r to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cif to schedule reinspection. Receipt No: Date: 1.4G; rtCrefhadY+ze; �L+tam�lm+. 4 ax�tif' ii , ei�SCt clt .u<:3 <siiil'i) ✓ ?3c' s! iiaw+;:. �i2.: i' {�!?'vd:�4iZ in !- i3 " COMMENTS: Typ of Inspection: / C. A ! e -, C ..r //f4/? /.14/ .s — it A.4. 11 //fr ,7 4J> r. < 7/1 (.wig / / 7 -I' 14 /i In "0 1 e l j lvl.vt/ )/vep , - /e�. ' P Date called: �•�J /� We (70//2/04 S / , 4—/p do f % • /47 :7:4 ( p 4 /G... /2 "4714 1:4 44 S..// 4 7 "i I C 4 AL' i 4 14 t Re`s r—MM ? Pho / ,,/ } Pr ject: fe4;d16,, Typ of Inspection: / Address: : �./ 3 ! . 7, 1.50' r Date called: �•�J /� We Special instructions: Date wante i a Re`s r—MM ? Pho / ,,/ } INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: , Date• ...‘?1,1 7..,a, - ,)/4, ...,..i ) eqr .2 ,92 c)/0,- $47.00 REINSPECT1ON FEE REQUIRED7Prrior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: -Call to schedule reinspection. : Receipt No: Date: INSPECTION RECORD Retain a copy with permit Qx -370 PERMIT NO. (206)431 -3670 Corrections required prior to approval. (1 x ti;. 7 ..'.:.:....'" a..J::: txl w:Lh:.Yrc?lub'.�.3A4.'�i.:+G.t a.W..` SSA,: i# d5k e7 iix: P9` s�': h�.'..: Y' 4: 5Jf�kl'• 71i' tifh'{ 4�7}+'•: 1' i�; y`,; ti+ W' V". a. �i•145PiiZSM.'�.�i r. Zn ';4 Pr 'ect: Ty f s Clio : dfires s ` 1 st fr ,, J Date caller it.t/02 Sp cial instructions: Date wantet i a.m. P• ReqiL 4 J' i /4 ° I ) Le (10 (/ 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. COMMENTS: (206)431 -3670 Corrections required prior to approval. $47.1 I RE SPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ..,�v:i. 4i'- :.�r:.. i> u; �jtik ' "HiM;t;•;SXu'.�t�.+'.'ot:+ii: kW7�tt�`ySp;,t;+�r�an':�i�FYU: k �kul�,Se+�•L/.� Inspec 'Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 'INSPECTION NO C ITY OF TUKWILA BUILDING DIVISION 300 Southcenter Blvd #100, Tukwila, WA " 98188 r..�.., /dam —�' C e Sfi cial instructions: Type f Inspectio '7 Date `tea c e eca 11'0'2 Date wante Re u er: P,h q �1I isLe ee (506 6Q/r9 `Corrections required prior to approval. COMMENTSi Date: I 2 3—O - - 7.00 REINSPECTION E REQUIRE[.. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. 'Call to schedule reinspection. Receipt No: Date: �js „ 5 }x.r.GtT�Es itn`"ii.X71.u� i:4:rA•'.. ,b't�'a. -i +kN�'x tvilv.'S.Sr # "ti,1 i, _n�i$5RG�.� sf3: b 'k7nL {1'0.4kg.A 4•i fY{:. {9.ysA U.e•w'ktio-:w.,vn . tav ». ai. , i ?X.,m, n.w:'Q�C�srSt�•4ti,= INSPECTION NO. 'CITY OF TUKWILA BUILDING DIVISION %16300:Southcenter Blvd, #100, Tukwila, WA 9818 d ress: Special instructions: • A Project: h,9 ` Per/ d h ('I .5/co s/ r oflrPe ' ion: Date cal ed Date wanted: a Req P ne: /xO fp� p/1 COMMENTS: Inspector: Date: 1 $4 .00 EINSPECTION kEE R UIRED. Prior o inspection, fee must be paid a 6300 Southcenter Blvd., Suite 100. Call to sc edule reinspection. Receipt No: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Approved'per applicable codes. El Corrections required prior to approval. Date: :ic��: ?s,:,w,a+e'.::z:st«i«; siiw. u:: ��: uwi i�4�.; d„' �iSa ;�<N`�•kik' %R.:iS� >a;i.��i�v. Z '. re 2 W U rn o WI W O g Q . CO = Z 2 113 uj U � - 0 I- I - rz O . Z U= z Approved per applicable codes. 7 . • y INSPECTION RECORD': Retain a copy with permit. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA • 981 COMMENTS: A4 9 Pee r* �i':+ uxiE�' YwFli�iti... i% +a.-.• PERMIT NO. •(206)431 -3670. Project Address: le,c0 Special instructs ns: 61-) Date wanted: • Requester:: Phone: Corrections required prior to approval. .. $47.0 RO EINSPECTION FE Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Receipt No: Date: s' c � ( : 7F ; ti'.. fi is: Fti' a' i'�r %«'�'i.'M "G�;ri � ��J.;tixr4i Project: Q A o Type of Inspection Inspection s rAln Address: X037 s 150.1.1.1 St Date called: 1-0-02. � Special instructions: p . 4 4 Date wa nted: '. a.m. 1 -i)- o2- p.m. Requester: Dermi 5 Wacke Phone: 2010.., boo— (2119 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. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: N o?, -D,s. ( ).91 t,„4-.9.‘ stv S L • Fit St W co-L4,4, � 1 Tb Inspector: Date: t / f ( { $47.00 REINSPECTION -FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt Date: N ticE': 1 '�2' li::i� t1 Z Q re w 6 J 00 w w =� J W u,. . w 0 }} g J co � Z = Z 0 U.1 uj UO O N = V 1i. Z • = . O z INSPEC N NO. 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit P oject: e4k Ie,5ichpi((� p31 .fS0 Special instructions: Type of Date ca Date wanted: t / '' Re t er: Phone: (Re() CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 9818 COMMENTS: Fc) p-o cam+ i- 4,4 41/14, fro /4_4 ti. Inspector: Date: (206)431- 3670 n Corrections required prior to approyal El $47.00 REINSPECTION4E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ` l ii%' � �' otiY"? S t�w � ".viir'✓.4'.in12Lu#,�:o;�.;%rr f_ z • H Z • W -1 O O CO 0 CO W CO W O a = W Z F Z W uj 2 U O O I— W LL I-0 W Z ui U N 0 H O z INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, Project: ,�'fri A Special instructions: WA 98188 O1 bill y e of Ins ec nil 1,04M Date called: / — 7-l0 2_ 7 te weth Q qu er: t (206)431 =3670 COMMENTS: Corrections required prior to approval. E $47.00 REINSPECTIONE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: rxYa wa ti4 +6 ;,(*d; :+sties a Z Q • ~ W CL 2 6 v0 N o COW W r CO LL W Q LL ? . • 0 • W z �.. W O E W U CI O c O I— W W • U - _ IL O .. Z'. W co 0 ~ . Z Project: ? Re I eat() : 5 7 ( c k d i c,¢.� Typpe Inspe tionu i •t / - 1 l a , �n • t a/ /j Address: 1.10 7 S / 5& Date calle ::.. . / / / -r0 Special instructions: 0`-3° Date wa ed:'•': .. .m p.m. Req ever: Phonp T.,- , 9 0 . r• INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes orrections required prior to approval. COMMENTS: 6 / w 6-1 d 7GLYr -, /. /f I JO PM- fr/4- pe (0 LEA .0 /c; S- - ( - t $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: INSPECTION RECORD Retain a copy with permit :'' (206)431 -3670 YSifi4:i'G3�`�if V�:�,s rNU1+Sh+' 'c ' #:14 Pa NicAS x 10::4:.1 ::::*;14 Project: p Pt br �es r4 A:Mi �-- T ype of In ction: fK '?S d res ��C� 7 S /SCE S a al d: ; Da �' •; /oi Special instructions: Dat�j want f � + 11 � �� � :: �� � p•� Requester: Phone: : . . 2r6, _'16t,,0 ... (L /.7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. s` =' CITY OF TUKWILA BUILDING DIVISION 6300..Southcenter Blvd, #100, Tukwila, WA 981887`.. COMMENTS: /7O' bate f C Approved per applicable codes. (206)431 -3670 Corrections' required prior to approval. - 1 . )( $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • ��7; i.�o-,...�_..i.c�.►is.:tsi.tiP��^ fw.•�.�1"' t.7. ;u: :'i �: i�ly wliz :31.( "L•ti!3:.'��`r,k v Pr ect: f 1.-6T 61/14 per Typ f Inspecti n :. :requiredprior.,to approval.. Ad r ss: D37 �'. /f � �11/ J� /,• /0 II 1 Date called: 0.1 a, Special instructions: i 4�f /..-45L e. , .� _ Date wante / d o�TO t':.: I _ -.:: a.m. n'• Requester : f ' C .� . .. I j rte f .9i/ki .r Phone: pproved per applicable codes. al Corrections :requiredprior.,to approval.. CQ.MMENTS: � �11/ J� /,• /0 II 1 f / 444-7 ., MR f �n C f' "f C .� . .. I j P37 r . .r t.e.dg 7 / g. 7t ,,,,, /0 74- . ...-0(..6 4 P‘1 L � . (7 4 ; ,_1)//' ..- i s7 0 W is,?-1 10-). / 6 c S r di 4t I _ 4 7 /--- Ao ii - 6 11,44 %. .: . . , 4 , " rtr".e e -- 5. ri / P , c.''. t e7 e if . /I / i/ / )4) f�Y.i.ik h mot'/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspecto AMA. 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; j'Y�t��i!...'�i1t:tA.�Vtitrny. •K -�7 II..„„..,, ).e ��i+�i».. Si�:�• • , 4 t�x 'wfiia:.xy '+Yi�t1'. •5ia.:44:ata arr5�'.H1 :7.:.:7�Y«1::.: {'- i}'N;£ 5 §Y ;S !Y,fr "riY =+i xrt 3?d1.6:4 tr'�31kx'.'�ie.'* . .i... ti + i x v:¢v �..' Y, l +A 7Y . �' uiSi�ikS�w .+iir�,�zl/YVdtsl% &: rn M irtiFl, :v,;;i..`'r,,. . 1..t4 " K'1"4 .ti:'' . i : X. .r. 1 {r'� s T.�l" _L y .c l 0,f "4, irY v $1':a� : z;iir ? .< „�;t�;�'/�� �+�` �n``f�`�'�iNw�'Ai�t�'.rrtri wwit+;'1 -r' a +�'' >` r4 .. v.Q.A' Project Name L 2 `Db Q . Address Retain current inspection schedule _ Needs shift inspection Cit of Tukwila Fire Department Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. DO Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 r. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 - 4404 • Fax (206) 5754439 { { 1'' 4 ,.:= ovrt: ?. Nit kP\ }K) �- v-► - )C) Z;) 4rei-e con) v Ki GE. c Fci3P412. 6 t LL :. - t - *f -1..- PA I LU Rit41• 1%3.3,2) \14-)O2_ RECEIVED CITY OF TUKWILA JAN 0 7 2002 PERMIT CENTER 7, �.1 r t vAAP.:TJ:�ue:. r1 5 �Is•, W . 6 JU 00 • N 0: WI: N W O. J. • Q w a • = Z1.- I-O Z F- • :0 S • <L�I- W W. H -' O Z • • U (I) i= ce.. • O Z . )4 -2002 15:06 FROM: Of *-t-#‘ ' "C4+37. 4! rk FOIL 3 Af":(44-1+)(9) 2.24e C 14/5 E-T7)-e - iXpzi-ii:0) 064X Vd-tpq co _egerzAtottcrznAir. 51 k) CE 1<€13/412. �..�.. tt -vim NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. RECEIVE 30 t 2 462 PERMIT CENTER . „ . .. • • ceo 14.-Ito • a . 5 .c...j cc. — 4=1 LLI • 14\ 1 k * SFC? rAekrr . 41 1 - , t"viri= tA;' -'rE,41) C-1=3 f■-) CC L tr *4E IU - C2 -...- . .Z.,"•0c), 1g71?— Cer-4:16.1!ki 60V-.. I25:52) = 44 Ar4t. • .CotePAKA., 4/15115A4 . we04. •-•v" 1.4") a-1 • 4 "P17( 4e: 0.(4)(.- ):C.24).Coti)( Ve ccu yz .51wCE. FE-eAta. u...) L.L 1 'FAIL-v94. -PLA#1.4- 4)02. • ••1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • DESIGNS . UNLIi /I ITED, A Lof L Plan — 2254B/3 Beam Calculations using Beam Chek 2.2 Software and/or TJBeam 5.55 Software 11/01/01 as Anal FILE. c°PY RECEIVED CITY OF TUKWILA NOV 1 9 2001 PERMIT CENTER be) 370 • 19613 .81st Ave S ■ Suite F ' Kent, WA 98032 • (253) 872-2580' Fax: [253) 872 -3649 • irlineripginn.i inlimiteri r.nm • 'U O .10 C cn 111: ' w=: w 0 ; -J = 0 1- _ I_o Z w w; n V 0 ;0 =f o • w w; = Ui u. H Z: z 2254B/3 MSTR BDRM Choice Conditions Attributes Actual Critical Status Ratio R1 =791 HEADER 4x 8 HF #2 '91 NDS Min Bearing Area Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl Section (in 30.66 18.26 OK 60% Cd Duration 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use R1= 2.0 in R2= 2.0 in DL Defl 0.06 in 8.5 ft 6.17 # 52 # 1681 '# L / 240 L / 360 Uniform TL: 180 = A Reaction 1 791 # Reaction 1 LL Reaction 2 791 # Reaction 2 LL Maximum V 791 # Max V (Reduced) 679 # TL Actual Defl L / 675 LL Actual Defl L / >1000 Shear (in TL Defl (in) 25.38 0.15 13.57 0.43 OK OK 53% 36% Uniform Load A SPAN = 8.5 FT Uniform and partial uniform loads are lbs per lineal ft. BEAM -01 Prepared by: VER Date: 11/01/01 BeamChek 2.2 Base Adjusted 1105 75 1.3 405 CF Size Ffor T.300 1.00 LL Defl 0.09 0.28 OK 32% Uniform LL: • 113 BASE Fb = 850 ADJ Fb =1105 Fb (psi) Fv (psi) E (psi x mil) Fc (psi) Base Values 850 75 1.3 405 BeamChek has automatically added the beam self - weight into the calculations. R2 = 791 478 # 478 # • 2254B/3 BDRM #3 HEADER Choice 4x 6 HF #2 Conditions r 91 NDS Min Bearing Area Data Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 665 Section (1n Shear (in TL Defl (in) LL Defl 17.65 11.74 OK 67% 19.25 11.43 OK 59% Fb (psi) Base Values 850 Base Adjusted 1105 CF Size Factor 1.3M Cd Duration 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use Uniform TL: 200 = A BEAM -02 Prepared by: VER Date: 11/01/01 BeamChek 2.2 R1= 1.6 in R2= 1.6 in DL Defl 0.05 in 6.5 it Reaction 1 4.68 # Reaction 2 30 # Maximum V 1081 '# L / 240 L / 360 Uniform Load A Max V (Reduced) TL Actual Defl LL Actual Defl 0.13 0.32 OK 40% Fv (psi) 75 75 1.00 665 # Reaction 1 LL 665 # Reaction 2 LL 665 # 571 # L /600 L/982 0.08 0.22 OK 37% E (psi x mil) 1.3 1.3 Uniform LL: 125 SPAN = 6.5 FT Uniform and partial uniform loads are Ibs per lineal ft. BASE Fb = 850 ADJ Fb = 1105 R2 = 665 Fc (psi) 405 405 BeamChek has automatically added the beam self- weight into the calculations. 406 # 406 # Data 2254B/3 NOOK HEADER Choice Conditions Attributes Actual Critical Status Ratio Values Adjustments Pt loads: R1 = 1856 4x 10 HF #2 91 NDS Min Bearing Area Beam Span 6.5 ft Beam Wt per ft 7.87 # Beam Weight 51 # Max Moment 2495 '# TL Max Defl L / 240 LL Max Defl L / 360 Section (in Shear (in 49.91 32.38 29.35 30.75 OK OK 59% 95% Base Values Base Adjusted — GT Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Uniform TL: 405 = A PaiTTL Distance B =608 1.0 R1= 4.6 in R2= 3.5 in DL Defl 0.03 in Fb (psi) 850 1020 1.200 1.00 BEAM-03 Prepared by: VER Reaction 1 1856 # Reaction 1 LL Reaction 2 1435 # Reaction 2 LL Maximum V 1856 # Max V (Reduced) 1538 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 TL Defl (in) LL Defl 0.07 0.32 0.22 OK OK 21% 16% Fv (psi) 75 75 1.00 E (psi x mil) 1.3 1.3 BASE Fb = 850 BeamChek has automatically added the beam self-weight into the calculations. Uniform LL: 260 Uniform Load A SPAN = 6.5 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 11/01/01 7\ R2 = 1435 Fc..1_ (psi) 405 405 • ,.. • •. ' • ' BeamChek 2.2 ADJ Fb = 1020 845 # 845 # ";1..." • '2 I, 2254B/3 BEAM -04 DINING RM BEAM Prepared by: VER Date: 11/01/01 BeamChek 2,2 Choice 3.1/8x 10 -1/2 GLB 24F -V4 DF /DF BASE Fb = 2400 ADJ Fb = 2400 Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Pt loads: • R1 = 3265 Min Bearing Area Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl Base Values Base Adjusted CV Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Point TL B = 1125 B R1= 5.0 in R2= 3.9 in DL Defl 0.22 in Suggested Camber 0.32 in 12.0 ft 7.97 # 96 # 8155'# L / 240 L/360 Section (in Shear (in 57.42 32.81 40.77 23.10 OK OK 71% 70% Fb (psi) Uniform TL: 380 = A Distance 2.0 l n form ooad A Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl TL Defl (in) 0.42 0.60 OK 70% Fv (psi) 2400 190 2400 190 1.000 1.00 1.00 LL Defl 0.21 0.40 OK 52% E (psi x miff 1.8 3265 # Reaction 1 LL 2515 # Reaction 2 LL 3265 # 2926 # L/341 L/699 BeamChek has automatically added the beam self- weight into the calculations. Uniform LL; 240 SPAN = 12 FT Uniform and partial uniform loads are lbs per lineal ft. 650 ......_... 650 R2 = 2515 1440 # 1440 # Data 2254B/3 MAIN BEAM - GARAGE Choice 6 -3 /4x 18 GLB 24F -V4 DF /DF Conditions Attributes Actual Critical Status Ratio Values Adjustments Loads Pt loads: R1 = 7808 Min Bearing Area Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl Section (in Shear (in 364.50 121.50 191.43 53.54 OK OK 53% 44% Base Values Base Adjusted 18.5 ft 29.52 # 546 # 36223 '# L/240 L / 360 Cv Volume b J Cd Duration 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use B = 2185 6.0 Uniform Load A BEAM -05 Prepared by: VER Date: 11/01/01 BeamChek 2.2 R1= 12.0 in R2= 10.8 in DL Defl 0.21 in Suggested Camber 0.31 in 7808 # 7041 # 7808 # Max V (Reduced) 6781 # TL Actual Defl L / 559 LL Actual Defl L / >1000 Reaction 1 Reaction 2 Maximum V TL Defl (in) 0.40 0.93 OK 43% 1.00 Uniform TL: 655 = A Uniform LL: Point TL Distance LL Defl 0.19 0.62 OK 31% 425 • Fb (psi) Fv (psi) E (psi x mil) Fc1(psi) 2400 190 1.8 650 2271 190 1.8 650 BeamChek has automatically added the beam self- weight into the calculations. B SPAN = 18.5 FT Uniform and partial uniform loads are lbs per lineal ft. BASE Fb = 2400 ADJ Fb = 2271 Reaction 1 LL Reaction 2 LL R2 = 7041 3931 # 3931 # 2254B/3 BEAM - GARAGE Choice 3 -118x 12 GLB 24F -V4 DF /DF Conditions Data Attribute$ Actual Critical Status Ratio Values Adjustments Loads Pt loads: R1 = 2185 Min Bearing Area ;Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl Section (in 75.00 47.19 OK 63% B = 1023 R1= 3.4 in R2= 3.4 in DL Defl 0.30 in Suggested Camber 0.45 in 14.0 ft 9.11 # 128 # 9439 '# L / 240 L / 360 Shear (in 37.50 15.36 OK 41% Fb (psi) 2400 2400 1.000 1.00 Uniform TL: 230 = A Point Distance 7.0 BEAM -06 Prepared by: VER Date: 11/01/01 BeamChek 2.2 Reaction 1 2185 # Reaction 1 LL Reaction 2 2185 # Reaction 2 LL Maximum V 2185 # Max V (Reduced) 1946 # TL Actual Defl L / 409 LL Actual Defl L / >1000 TL Defl (in) 0.41 0.70 OK 59% Fv (psi) 190 190 Base Values Base Adjusted Cv Volume Cd Duration 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use LL Defl 0.11 0.47 OK 23% E (psi x mil) 1.8 1.8 beam eamChek has automatically added the beam self- weight into the calculations. Uniform LL: 103 SPAN = 14 FT Uniform and partial uniform loads are lbs per lineal ft. Uniform Load A B BASE Fb = 2400 ADJ Fb = 2400 1 R2 =2185 Fc I (psi) 650 650 718 # 718 # zi 6 J U; U � / O ' f . 'U) O , , (n W W =: u- uJ o } J• u_ u) d ; Z i- O Z H. W W: U N; 0 F•` W W. .H . U N: Z ) • - DESIGNS UNLIMITED STOCK PLANS • CUSTOM DESIGN Ld Lateral Load An Oat te FI�G�� � royare ls a Plan Check c P vats are Plan — 2254/3 Per 1997 UBC I Wind Speed: 80 mph Exposure: `B' Seismic Zone: 3 11/01/01 The lateral analysis for the above named plan(s) has been personally reviewed by me. The lateral is in compliance with the 1997 UBC. ' I VI /01 !EXPIRES 03 - 16 - n • boy- 31c DECEIVED CITY OF TUKWILA NOV 1 9 2001 PERMIT CENTER O 19813 ■ 81st Ave S ' Suite F Kent, WA 98032 ■ (253) 872 -2580 ■ Fax: (253) 872 -364 • Email: designstudio @designsunlimited.com 3i' ? 1,41 A , �7t aueS'rxia di DEBI(NG UNLIV1ITED • STOCK PLANS • CUSTOM DESIGN September 5, 2000 To: All jurisdictions Re: Shearwall substitutions Dear Sir or Madam, The computer program (QLAT v 4.0) which Designs Unlimited uses in the determination of shear walls does not differentiate between interior and exterior walls. Therefore exterior shearwalls may sometimes be shown with gypsum wallboard in an exterior application. Where this occurs, a shearwall with a greater shear value can be substituted. Our shearwall schedule is established so that the larger the symbol numerically, the greater the shear value. A shearwall with a higher numerical designation can always be substituted for one with a lower value at the option of the Contractor or Owner. Sincerely, Chuck ' iams , Engineer 19613.81st Ave S ' Suite F ■ Kent, WA 98032 ■ (253) 872 -2580 II Fax: (253) 872 -364! .. . . . 1� n 1 �. ..�I:.....:L.... —J •■•■■•• .. ................ ...v+•..td:H1.+Ph`:N.iu':Yf. =lW �Y1' \4'i. ": .4Y. :'.U i:Ai py WliC:Ail:':.r .i� t)' G. DEBICNS UNLIMITED STOCK PLANS • CUSTOM D E S I G N Ili September 5, 2000 To: All jurisdictions Re: Doubling of joists Dear Sir or Madam, Sincerely, Chuck Williams Engineer .1• - .:, -I - - As a matter of policy and in the interest of adequate nailing of plates at non- bearing walls parallel to the joists, Designs Unlimited indicates doubling joists under these walls. In such cases, the doubling of joists is just good framing practice, but not required by code. At the contractor's option, doubling of joist under non - bearing walls without point loads or cantilevers can be omitted. 19813.81 st Ave S • Suite F • Kent, WA 98032 ■ (253) 872-2580 ' Fax: (253) 872 -364 ow: 'S J I- N LL w J' LL Q; . _a I- w' Z ~ zO 2 ;O N 0.I-- w w' O W Z` • DESIrNS UNLiMITED STOCK PLANS • CUSTOM DESIGN September 5, 2000 To Whom It May Concern: When no GWB nailing schedule is called for with the Q -Lat engineering program, the contractor may default to a standard nailing of a inches 0. C. per Table 25 -C, 1997 UBC. Chuck Williams, S.E. 19613.81st Ave S ■ Suite F ■ Kent, WA 98032 ' (253) 872 -2580 • Fax: (253) 872 -364 lj D 32.0 • C 24.0 1 3 Walls Holddowns ctvuIts Storm : 2 20.1 3 • • • • • • • • • • • • • • • • • • • • • 4 3 33.5 4 39.5 11 -01 -2001 2254B3 [ 7/16" Sheathing w/ lea Box ] (Cr III S ecies ]_ [ Simpson Strong -Tie Holdown ] [ Gr III Species [ Simpson Cnnctr ] 4E- Exceeds maximum table value NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Y I A — B 13.1 X 4 Story : 1 1 11 -01 -2001 2254B3 2 4 5 201 39.5 49.5 • • • • 1 2- 4 1 1 1 E 40.0 1 6� 4 4 1 - 4 Walls C ?/16" Sheathing w/ 1.041 Box ] (Cr ■ III Species ]= Holddowns [ Simpson Strong -Tie Holdown ] [ Gr III Species Struts [ Simpson Cnnctr ] *-- Exceeds maximum table value NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. AVG HT: 41. 150 50 5.F. /AVG HT: "73.139 5.F. / AVG HT: 26.131 S.F. / 13' -2" = 3.717' IO' -10" = 6.165' 8' = 3.361' 0 0 v Q m II 5 1_4N 22.41E3/.3 ROOF H E I CvH -* FOR 1.14TER41.. 0 O LU 2 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. TO. PLATE TA. SUM& TO. SIlOPLR AVG HT: 103.658 5.F. / 20' -8" = 4.984' Cl N '36 'X73' GON . I" Gb . EtLOW 1!1 m m 22415/3 ROOF H E IH Te FOR 1..4TE '4L AVG HT: 12.03E7 5.F. / = 2.006' AVG HT: 14.661 5.F. / AVG HT: 34.583 5.F. / 12' -IO" = 5.744' 10 5.458' NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Designs Unlimited Time : 16:21:20 Date : 11 -01 -2001 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis Story Line Wall SW LtHD RtHD 2 1 1 1 2 1 2 3 1 1 2 2 1 4 .3 3 3 1 2 1 1 4 1 1 - 1 1 3 1 1 1 1 2 1 1 1 1 1 3 3 1 1 1 1 4 1 1 1 1 1 5 3 1 1 1 2 1 4 2 4 1 4 1 4 - 1 1 5 1 1 * Exceeds table capacity - None required WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 1 SW selection based on file: W15HF1OC.TBL HD selection based on file: HDUISTRP.TBL. ODUISTRP.TBL Designs Unlimited Time : 16:21:20 Date : 11 -01 -2001 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to X axis WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 1 Story Line Wall SW LtHD RtHD Z ' <,.. : 1- W D `_ 2 A 1 1 1 - 6 2 A 2 1 - - J U00 2 A 3 3 1 1 N o, 2 A 4 3 1 • 1 ! Nw. • wi, 2 B 1 2 1 1 . - 2 C 1 1 - - W0, C 2 1 1 1 2?:, D 1 3 1 1 gJ ID 2 3 1 1 ti Q; ill a A 1 3 1 H = A 2 3 8 9 Z 1--. A 3 3 1 1 1-- 0" Z I-; A 4 3 1 1 wW: B 1 2 1 1 2 m ` B 2 2 - fur B 3 2 1 1 o1' E 1 6 6 6 wW ': E 2 6 4 4 HV Exceeds table capacity SW selection based on file: W15HF1OC.TBL o HD selection based on file: HDUISTRP.TBL 0h ODUISTRP . TBL Z_ None required Designs Unlimited Time : 16:21:21 Date : 11 -01 -2001 SUMMARY SHEET Story 2 Story 1 SEISMIC DATA: 1997 UBC Seismic Zone = 3 Z = 0.30 Occupancy Cat. = 4 I = 1.00 Soil Profile = D Ca= 0.36 Period = 0.16 Snow Factor = 0.25 R Y -Axis = 4.5 BSF Y -Axis = 0.200 R X -Axis = 4.5 BSF X -Axis = 0.200 WIND DATA: 1997 UBC1 Wind Exposure = B Wind Speed = 85 Structure = Encl /Unencl Imp Factor = 1.00 WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 1 of 7 Load Summary 11 to Y 11 to X Level (K) DL Seis Wind DL Seis Wind. -- 2 - 25.5 7.0 4.6 25.6 6.9 3.9 -- 1 - 30.5 4.2 6.4 27.5 3.7 4.8 -- Base Total 11.2 11.0 10.6 8.7 "Th Designs Unlimited Time : 16:21:21 Date : 11-01-2001 INPUT DATA - Walls z , Calc Plot Wall Length Wall Lt Trib Rt .: 1 Z Dis Dis Dis Ht Shear Holddown DL Span Width Span (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) . re 6n -J 0 WALLS Parallel to Y-Axis c.)0 X X Y ma ' cow Story 2 tux Line 1 Wall 1 0.0 0.0 0.0 8.0 16.6 16.6 0.015 0.0 3.5 5.0 uj 0 Wall 2 0.0 0.0 21.6 8.0 3.4 3.4 0.015 5.0 3.5 0.0 2 , Line 2 gn Wall 1 20.7 20.7 32.0 8.0 8.0 8.0 0.015 0.0 2.5 0.0 u_< m ea Line 3 xui Wall 1 33.5 33.5 24.0 8.0 8.0 8.0 0.015 0.0 2.5 0.0 i- I 2t,.. Line 4 Wall 1 39.5 39.5 0.0 8.0 24.0 24.0 0.015 0.0 4.5 0.0 zi- Story 1 ujui, den Line 1 D 0 Wall 1 0.0 1.5 0.0 8.0 4.3 4.3 0.015 0.0 3.5 5.0 Wall 2 0.0 1.5 9.3 8.0 7.3 7.3 0.015 5.0 3.5 5.0 01-- Wall 3 0.0 1.5 21.6 8.0 5.1 5.1 0.015 5.0 3.5 2.5 will 3: Wall 4 0.0 1.5 29.2 8.0 6.3 6.3 0.015 2.5 10.6 2.5 Wall 5 0.0 1.5 38.0 16.0 2.0 2.0 0.015 2.5 2.5 0.0 L Z Line 2 ai Wall 1 20.7 20.7 19.5 16.0 20.0 20.0 0.015 0.0 2.0 0.0 2 5e 1-,... Line 4 '0 ' Wall 1 39.5 39.5 0.0 8.0 11.3 11.3 0.015 0.0 1.5 0.0 Z Line 5 Wall 1 49.5 49.5 11.3 8.0 26.7 26.7 0.015 0.0 6.5 0.0 WALLS Parallel to X-Axis Y Y X WOODCAD QLAT (Pro V4.0) File: 2254133 Page: 2 of 7 Story 2 Line A Wall 1 0.0 0.0 0.0 8.0 5.5 5.5 0.015 0.0 4.5 8.0 Wall 2 0.0 0.0 13.5 8.0 8.8 8.8 0.015 8.0 4.5 6.0 Wall 3 0.0 0.0 28.3 8.0 3.6 3.6 0.015 6.0 4.5 5.0 Wall 4 0.0 0.0 36.9 8.0 2.6 2.6 0.015 5.0 4.5 0.0 Line B Wall 1 13.1 13.1 0.0 8.0 12.0 12.0 0.015 0.0 2.5 0.0 Line C Wall 1 24.0 25.0 0.0 8.0 13.8 13.8 0.015 0.0 2.5 0.0 Wall 2 24.0 24.0 33.5 8.0 6.0 6.0 0.015 0.0 5.5 0.0 Line D Wall 1 32.0 32.0 20.7 8.0 3.3 3.3 0.015 0.0 5.5 6.0 Wall 2 32.0 32.0 29.9 8.0 3.6 3.6 0.015 6.0 6.5 0.0 Story 1 Line A Wall 1 0.0 0.0 1.5 8.0 5.0 5.0 0.015 0.0 6.5 8.0 Designs Unlimited Time : 16:21:21 Date : 11 -01 -2001 INPUT DATA - Walls WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 3 of 7 Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Holddown DL Span Width Span (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) WALLS Parallel to X -Axis Y Y X Wall 2 0.0 0.0 14.5 88.0 6.8 6.8 0.015 8.0 6.5 6.0 Wall 3 0.0 0.0 27.3 8.0 4.6 4.6 0.015 6.0 6.5 5.0 Wall 4 0.0 0.0 36.9 8.0 2.6 2.6 0.015 5.0 12.0 0.0 Line B Wall 1 13.1 13.1 1.5 8.0 11.0 11.0 0.015 0.0 12.0 0.0 Wall 2 13.1 17.1 23.2 8.0 14.5 14.5 0.015 0.0 9.5 0.0 Wall 3 13.1 11.3 42.5 8.0 7.0 7.0 0.015 0.0 4.5 0.0. Line E Wall 1 40.0 40.0 11.0 16.0 2.5 2.5 0.015 0.0 5.5 0.0 Wall 2 40.0 40.0 19.5 8.0 2.5 2.5 0.015 0.0 0.0 0.0 Designs Unlimited Time : 16:21:21 Date : 11 -01 -2001 LINES Parallel to INPUT DATA - Diaphragms Build Dead Part Dimen Load Load (ft) (Ksf) (Ksf) WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 4 of 7 Live Start Cant Ext Roof Slope Load Dia Dia Wall Front Back (Ksf) (ft) (Ksf) z :. a W 2 it n UO Roof Level ' 0) w' Lines 1 2 40.0 0.015 0.000 0.025 0.0 0.015 2.95 2.95 ui H L 2 3 32.0 0.015 0.000 0.025 0.0 0.015 4.3 4.3 c u` Lines 3 4 24.0 0.015 0.000 0.025 0.0 0.015 2 2 w O ' Level 1 Lines 1 2 40.0 0.010 0.000 0.000 0.0 0.015 g Q Lines 2 4 40.0 0.010 0.000 0.000 0.0 0.015 u.< Lines 4 5 26.7 0.015 0.000 0.025 0.0 0.015 3.1 3.1 P.12 z I 1-0 LINES Parallel to X -Axis z liJ H Roof Level 2 o` Lines A B 39.5 0.015 0.000 0.025 0.0 0.015 2.3 2.3 Lines B C 49.5 0.015 0.000 0.025 0.0 0.015 3.25 3.25 0 H Lines C D 49.5 0.015 0.000 0.025 0.0 0.015 2.08 2.08 w - Level 1 = UJ ; V H Lines A B 38.0 0.010 0.000 0.000 1.5 0.015 0 LL H Lines B E 48.0 0.010 0.000 0.000 1.5 0.015 ' w z : U W '. - I O z Y -Axis Designs Unlimited Time : 16:21:21 Date : 11-01-2001 Story 2 Ln 1 Wall 1 Wall 2 Ln 2 Wall 1 Ln 3 Wall 1 Ln 4 Wall 1 Story 1 Ln 1 Wall 1 Wall 2 Wall 3 Wall 4 Wall 5 Ln 2 Wall 1 Ln 4 Wall 1 Ln 5 Wall 1 2.6 2.1 1.2 1.1 0.3 0.3 4.4 4.8 2.1 2.9 0.3 0.8 OUTPUT DATA - Shear Walls and Holddown Forces Line Shear(K) Wall Shear (klf) H Drag Force Holddowns CSeis Wind CSeis Wind Lt Rt Left Rght /1.4 /1.4 W (K) (K) (K) (K) WALLS Parallel to Y-Axis Redundancy Factor 1.16 1.7 1.2 0.085 0.085 0.322 0.257 0.150 0.135 0.014 0.011 Redundancy Factor 1.16 2.5 2.5 WALLS Parallel to X-Axis Story 2 Redundancy Factor 1.12 Ln A 1.0 0.7 0.098 0.099 1.9 0.0 0.0 0.5 0.5 0.098 0.099 1.1 0.0 0.0 0.3 0.3 0.098 0.099 1.6 0.0 0.0 0.4 0.5 0.098 0.099 1.3 0.0 0.0 0.2 0.2 0.098 0.099 8.0* 0.0 0.0 1.6 1.7 0.220 0.239 0.8 1.3 0.0 2.7 3.8 Story 1 Redundancy Factor 1.12 Ln A 1.4 1.5 Wall 1 Wall 2 0.062 0.062 0.188 0.259 0.7 0.0 1.9 0.4 1.5 0.011 0.030 0.3 0.3 0.0 Wall 1 0.049 0.034 1.5 0.0 0.0 0.0 Wall 2 0.049 0.034 0.9 0.0 0.0 Wall 3 0.049 0.034 2.2 0.0 0.0 0.0 0.0 Wall 4 0.049 0.034 3.1 0.0 0.0 0.1 0.2 Ln B 2.0 1.5 Wall 1 0.168 0.123 0.7 0.0 1.9 0.5 0.5 Ln C 1.8 1.2 Wall 1 0.089 0.062 0.6 0.0 0.9 Wall 2 0.089 0.062 1.3 0.0 0.4 0.2 0.2 Ln D 0.7 0.5 Wall 1 0.108 0.065 2.4 0.4 0.0 0.6 0.4 Wall 2 0.108 0.065 2.2 0.0 0.3 0.3 0.6 0.076 0.076 0.079 0.079 WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 5 of 7 0.5 0.0 2.4 0.6 1.0 2.7 1.0 1.2 0.3 0.0 0.8 0.8 0.3 0.5 0.0 2.1 2.1 0.0 0.7 0.7 0.0 1.6 0.0 0.0 0.3 0.0 %12.9* 0.0 0.0 13.3 13.4 • c 7 , • re 6u • 0 lul C/) u_ w 0 g D. a • 1 Z F.. I-0 Z I- LL' LL 2 n 0 - w 1 6 1 8 Z 111 w o z Designs Unlimited Time : 16:21:21 Date : 11 -01 -2001 WALLS Parallel to X -Axis Wall 3 Wall 4 Ln B Wall 1 Wall 2 Wall 3 Ln E Wall 1 Wall 2 4.8 4.8 2.3 2.4 0.147 0.147 0.147 0.146 0.146 0.146 0.7 0.6 1.1 OUTPUT DATA - Shear Walls and Holddown Forces WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 6 of 7 Line Shear(K) Wall Shear (klf) H Drag Force Holddowns CSeis Wind CSeis Wind - -- Lt Rt Left Rght /1.4 /1.4 W (K) (K) (K) (K) 0.076 0.079 1.7 0.0 0.0 0.2 0.2 0.076 0.079 3.1 0.0 0.0 0.3 0.6 0.0 0.5 0.3 0.3 0.0 0.0 0.7 0.1 0.7 S- Support required beneath holddown M- Manaul input of holddown 0.7 0.1 0.7 0.456 0.489 6.4* 0.5 0.6 7.5 7.5 0.456 0.489 3.2 0.3 1.5 3.8 3.8 LINES Parallel to Y-Axis Designs Unlimited Time : 16:21:21 Date : 11-01-2001 WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 7 of 7 OUTPUT DATA - Diaphragms and Chord Forces H Dia Load Seismic Shear Wind Shear Chord Force Seismic Wind Left Right Left Right Max at W (Kips) (Kips) (Klf) (Klf) (Klf) (K1f) (Kip) .xxL Roof Level Lines 1 2 0.5 4.10 2.47 0.05 -0.05 0.03 -0.03 0.3 .50 Lines 2 3 0.4 2.11 1.65 0.03 -0.03 0.03 -0.03 0.1 .50 Lines 3 4 0.3 0.79 0.50 0.02 -0.02 0.01 -0.01 0.0 .50 Level 1 Lines 1 2 0.5 1.82 2.49 0.02 -0.02 0.03 -0.03 0.2 .50 Lines 2 4 0.5 1.65 2.26 0.03 -0.04 0.03 -0.05 0.2 .63 Lines 4 5 0.4 0.72 1.62 0.01 -0.01 0.03 -0.03 0.1 .50 LINES Parallel to X-Axis Roof Level Lines A B 0.3 2.52 1.40 0.03 -0.03 0.02 -0.02 0.1 .50 Lines B C 0.2 2.54 1.55 0.03 -0.03 0.02 -0.02 0.1 .50 Lines C D 0.2 1.86 0.90 0.02 -0.02 0.01 -0.01 0.0 .50 Level 1 Lines A B 0.3 1.10 1.59 0.01 -0.01 0.02 -0.02 0.1 .50 Lines B E 0.6 2.61 3.26 0.05 -0.05 0.05 -0.05 0.5 .41 • Designs Unlimited Time : 16:21:22 Date : 11 -01 -2001 * * * * * * * * ** Detailed Calculations WALLS Parallel to Y -Axis z Story 2 Line 1 Wall 1 Height 8.0 SW Len 16.6 HD Len 16.6 Wt 0.015 : 1.-z Seismic Wind oC w Wall Force: 1.409 1.023 6D OTM 12.868 8.184 c.)0 Uniform DL: 0.052 0.023 , N o.. Header DL : LT 0.000 RT 0.131 LT 0.000 RT 0.058 ' w w Max Down LT -0.775 RT -0.906 LT -0.493 RT - 0.551 ...ii.- co u.,. Res Moment: LT 21.390 RT 23.351 LT 13.216 RT 13.860 w ° Holddown LT -0.513 RT -0.632 LT -0.303 RT -0.342 r g J Story 2 Line 1 Wall 2 Height 8.0 SW Len . 3.4 HD Len 3.4 Wt 0.015 Seismic Wind DC Wall Force: 0.289 0.210 -_, OTM 2.636 1.676 2t1... , Uniform DL: 0.052 0.023 Z O i- Header DL : LT 0.131 RT 0.000 LT 0.058 RT 0.000 w ?" Max Down : LT -0.906 RT -0.775 LT -0.551 RT -0.493 n p Res Moment: LT 1.299 RT 0.897 LT 0.686 RT 0.554 o w Holddown LT 0.393 RT 0.511 LT 0.291 RT 0.330 of i w Story 2 Line 2 Wall 1 Height 8.0 SW Len 8.0 HD Len 8.0 Wt 0.015 LL v-,; Seismic Wind p Wall Force: 2.573 2.057 w z OTM : 21.351 16.458 c.)- ' Uniform DL: 0.038 0.017 p �` Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 ?., Max Down LT -2.669 RT -2.669 LT -2.057 RT -2.057 Res Moment: LT 4.536 RT 4.536 LT 2.928 RT 2.928 Holddown LT 2.102 RT 2.102 LT 1.691 RT 1.691 Story 2 Line 3 Wall 1 Height 8.0 SW Len 8.0 HD Len 8.0 Wt 0.015 Seismic Wind Wall Force: 1.203 1.077 OTM 10.392 8.618 Uniform DL: 0.038 0.017 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.299 RT -1.299 LT -1.077 RT -1.077 Res Moment: LT 4.536 RT 4.536 LT 2.928 RT 2.928 Holddown LT 0.732 RT 0.732 LT 0.711 RT 0.711 Story 2 Line 4 Wall 1 Height 8.0 SW Len 24.0 HD Len 24.0 Wt 0.015 Seismic Wind 0.252 2.020 0.030 LT 0.000 RT 0.000 LT -0.084 RT -0.084 LT 28.902 RT 28.902 LT -1.120 RT -1.120 Wall Force: 0.328 OTM 4.929 Uniform DL: 0.068 Header DL : LT 0.000 RT 0.000 Max Down LT -0.205 RT -0.205 Res Moment: LT 48.600 RT 48.600 Holddown LT -1.820 RT -1.820 WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 1 * * * * * * * * ** v Designs Unlimited Time : 16:21:22 Date : 11 -01 -2001 WALLS Parallel to Y -Axis WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 2 Story 1 Line 1 Wall 1 Height 8.0 SW Len 4.3 HD Len 4.3 Wt 0.015 Seismic Wind Wall Force: 0.422 0.426 OTM 3.788 3.409 Uniform DL: 0.035 0.035 Header DL : LT 0.000 RT 0.087 LT 0.000 RT 0.087 Max Down LT -0.881 RT -0.968 LT -0.793 RT -0.880 Res Moment: LT 1.290 RT 1.628 LT 0.960 RT 1.212 Holddown LT 0.581 RT 0.502 LT 0.570 RT 0.511 Story 1 Line 1 Wall 2 Height 8.0 SW Len 7.3 HD Len 7.3 Wt 0.015 Seismic Wind Wall Force: 0.716 0.724 OTM 6.430 5.788 Uniform DL: 0.035 0.035 Header DL : LT 0.087 RT 0.087 LT 0.087 RT 0.087 Max Down LT -0.968 RT -0.968 LT -0.880 RT -0.880 Res Moment: LT 4.292 RT 4.292 LT 3.195 RT 3.195 Holddown LT 0.293 RT 0.293 LT 0.355 RT 0.355 Story 1 Line 1 Wall 3 Height 8.0 SW Len 5.1 HD Len 5.1 Wt 0.015 Seismic Wind Wall Force: 0.500 0.505 OTM • 4.492 4.044 Uniform DL: 0.035 0.035 Header DL : LT 0.087 RT 0.044 LT 0.087 RT 0.044 Max Down LT -0.968 RT -0.925 LT -0.880 RT -0.837 Res Moment: LT 2.216 RT 2.015 LT 1.650 RT 1.500 Holddown LT 0.446 RT 0.486 LT 0.469 RT 0.499 Story 1 Line 1 Wall 4 Height 8.0 SW Len 6.3 HD Len 6.3 Wt 0.015 Seismic Wind Wall Force: 0.618 0.624 OTM 5.549 4.995 Uniform DL: 0.106 0.106 Header DL : LT 0.132 RT 0.132 LT 0.132 RT 0.132 Max Down LT -1.013 RT -1.013 LT -0.925 RT -0.925 Res Moment: LT 4.788 RT 4.788 LT 3.564 RT 3.564 Holddown LT 0.121 RT 0.121 LT 0.227 RT 0.227 Story 1 Line 1 Wall 5 Height 16.0 SW Len 2.0 HD Len 2.0 Wt 0.015 Seismic Wind Wall Force: 0.196 0.198 OTM 3.907 3.172 Uniform DL: 0.025 0.025 Header DL : LT 0.031 RT 0.000 LT 0.031 RT 0.000 Max Down LT -1.985 RT -1.954 LT -1.617 RT -1.586 Res Moment: LT 0.533 RT 0.477 LT 0.397 RT 0.355 Holddown LT 1.687 RT 1.715 LT 1.387 RT 1.408 Designs Unlimited Time : 16:21:22 Date : 11 -01 -2001 WALLS Parallel to Y -Axis Story 1 Line 2 Wall 1 Height 16.0 SW Seismic Wall Force: 4.397 OTM 78.030 Uniform DL: 0.020 Header DL : LT 0.000 RT 0.000 Max Down LT -3.902 RT -3.902 Res Moment: LT 46.800 RT 46.800 Holddown LT 1.562 RT 1.562 Story 1 Line 4 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line 5 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 1 Height 8.0 SW Len Seismic 2.129 18.117 0.015 LT 0.000 RT 0.000 LT -1.603 RT -1.603 LT 7.757 RT 7.757 LT 0.917 RT 0.917 Wall 1 Height 8.0 SW Len Seismic 0.296 4.935 0.097 LT 0.000 RT 0.000 LT -0.185 RT -0.185 LT 69.774 RT 69.774 LT -2.428 RT -2.428 WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 3 Len 20.0 HD Len 20.0 Wt 0.015 Wind 4.777 76.436 0.020 LT 0.000 RT 0.000 LT -3.822 RT -3.822 LT 34.840 RT 34.840 LT 2.080 RT 2.080 11.3 HD Len 11.3 Wt 0.015 Wind 2.925 23.399 0.015 LT 0.000 RT 0.000 LT -2.071 RT -2.071 LT 5.775 RT 5.775 LT 1.560 RT 1.560 26.7 HD Len 26.7 Wt 0.015 Wind 0.808 6.464 0.097 LT 0.000 RT 0.000 LT -0.242 RT -0.242 LT 51.943 RT 51.943 LT -1.703 RT -1.703 Designs Unlimited Time : 16:21:22 Date : 11 -01 -2001 WALLS Parallel to X -Axis WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 4 Story 2 Line A Wall 1 Height 8.0 SW Len 5.5 HD Len 5.5 Wt 0.015 Seismic Wind Wall Force: 0.270 0.188 OTM : 2.688 1.500 Uniform DL: 0.068 0.029 Header DL : LT 0.000 RT 0.270 LT 0.000 RT 0.117 Max Down : LT -0.489 RT -0.759 LT -0.273 RT -0.389 Res Moment: LT 2.552 RT 3.889 LT 1.511 RT 1.941 Holddown LT 0.025 RT -0.218 LT -0.002 RT -0.080 W ' re u v NO W W : N w O Story 2 Line A Wall 2 Height 8.0 SW Len 8.8 HD Len 8.8 Wt 0.015 g a- 3 Seismic Wind u.< Wall Force: 0.432 0.300 OTM 4.301 2.400 Z = Uni DL: 0.068 0.029 - �' Header DL : LT 0.270 RT 0.203 LT 0.117 RT 0.087 • Z O Max Down : LT -0.759 RT -0.691 LT -0.389 RT -0.360 j Res Moment: LT 8.672 RT 8.138 LT 4.556 RT 4.385 n o Holddown LT -0.497 RT -0.436 LT -0.245 RT -0.225 0. _ O Story 2 Line A Wall 3 Height 8.0 SW Len 3.6 HD Len 3.6 Wt 0.015 W w Seismic Wind 1- 1771 Wll Force: 0.177 0.123 z OTM : 1.760 0.982 W U , Uniform DL: 0.068 0.029 U =, Header DL : LT 0.203 RT 0.169 LT 0.087 RT 0.073 1-- �' Max Down LT -0.691 RT -0.658 LT -0.360 RT -0.346 Z Res Moment: LT 1.750 RT 1.640 LT 0.858 RT 0.823 Holddown LT 0.003 RT 0.033 LT 0.034 RT 0.044 Story 2 Line A Wall 4 Height 8.0 SW Len 2.6 HD Len 2.6 Wt 0.015 Seismic Wind Wall Force: 0.128 0.089 OTM 1.271 0.709 Uniform DL: 0.068 0.Q29 Header DL : LT 0.169 RT 0.000 LT 0.073 RT 0.000 Max Down LT -0.658 RT -0.489 LT -0.346 RT -0.273 Res Moment: LT 0.965 RT 0.570 LT 0.465 RT 0.338 Holddown LT 0.118 RT 0.269 LT 0.094 RT 0.143 Story 2 Line B Wall 1 Height 8.0 SW Len 12.0 HD Len 12.0 Wt 0.015 Seismic Wind Wall Force: 2.020 1.474 OTM 17.313 11.794 Uniform DL: 0.038 0.016 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.443 RT -1.443 LT -0.983 RT -0.983 Res Moment: LT 10.206 RT 10.206 LT 6.570 RT 6.570 Holddown LT 0.592 RT 0.592 LT 0.435 RT 0.435 Designs Unlimited Time : 16:21:22 Date : 11 -01 -2001 WALLS Parallel to X -Axis WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 5 Story 2 Line C Wall 1 Height 8.0 SW Len 13.8 HD Len 13.8 Wt 0.015 Seismic Wind Wall Force: 1.225 0.855 OTM 11.126 6.840 Uniform DL: 0.038 0.016 Header DL : LT 0.000 .RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.806 RT -0.806 LT -0.496 RT -0.496 Res Moment: LT 13.497 RT 13.497 LT 8.689 RT 8.689 Holddown LT -0.172 RT -0.172 LT -0.134 RT -0.134 Story 2 Line C Wall 2 Height 8.0 SW Len 6.0 HD Len 6.0 Wt 0.015 Seismic Wind Wall Force: 0.533 0.372 OTM 4.837 2.974 Uniform DL: 0.083 0.036 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.806 RT -0.806 LT -0.496 RT -0.496 Res Moment: LT 3.280 RT 3.280 LT 1.877 RT 1.877 Holddown LT 0.259 RT 0.259 LT 0.183 RT 0.183 Story 2 Line D Wall 1 Height 8.0 SW Len 3.3 HD Len 3.3 Wt 0.015 Seismic Wind Wall Force: 0.356 0.216 OTM 3.163 1.727 Uniform DL: 0.083 0.036 Header DL : LT 0.000 RT 0.248 LT 0.000 RT 0.107 Max Down LT -0.959 RT -1.206 LT -0.523 RT -0.630 Res Moment: LT 0.992 RT 1.727 LT 0.568 RT 0.804 Holddown LT 0.658 RT 0.435 LT 0.351 RT 0.280 Story 2 Line D Wall 2 Height 8.0 SW Len 3.6 HD Len 3.6 Wt 0.015 Seismic Wind Wall Force: 0.388 0.236 OTM 3.451 1.884 Uniform DL: 0.097 0.042 Header DL : LT 0.292 RT 0.000 LT 0.126 RT 0.000 Max Down LT -1.251 RT -0.959 LT -0.650 RT -0.523 Res Moment: LT 2.216 RT 1.268 LT 1.008 RT 0.704 Holddown LT 0.343 RT 0.606 LT 0.243 RT 0.328 Story 1 Line A Wall 1 Height 8.0 SW Len 5.0 HD Len 5.0 Wt 0.015 Seismic Wind Wall Force: 0.380 0.393 OTM 3.521 3.142 Uniform DL: 0.065 0.065 Header DL : LT 0.000 RT 0.260 LT 0.000 RT 0.260 Max Down LT -0.704 RT -0.964 LT -0.628 RT -0.888 Res Moment: LT 2.081 RT 3.251 LT 1.549 RT 2.420 Holddown LT 0.288 RT 0.054 LT 0.318 RT 0.144 Designs Unlimited Time : 16:21:22 Date : 11 -01 -2001 WALLS Parallel to X -Axis WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 6 Story 1 Line A Wall 2 Height 88.0 SW Len 6.8 HD Len 6.8 Wt 0.015 Seismic Wind Wall Force: 0.517 0.534 OTM : 124.478 47.002 Uniform DL: 0.065 0.065 Header DL : LT 0.260 RT 0.195 LT 0.260 RT 0.195 Max Down LT - 18.566 RT - 18.501 LT -7.172 RT -7.107 Res Moment: LT 30.410 RT 30.012 LT 22.639 RT 22.343 Holddown LT 13.833 RT 13.892 LT 3.583 RT 3.626 M JU UO t NCI w I t J I- (/) LL O Story 1 Line A Wall 3 Height 8.0 SW Len 4.6 HD Len 4.6 Wt 0.015 2 Seismic Wind a M Wall Force: 0.350 0.361 L OTM 3.239 2.890 = a Uniform DL: 0.065 0.065 F - _ . Header DL : LT 0.195 RT 0.162 LT 0.195 RT 0.162 Z �' Max Down LT -0.899 RT -0.867 LT -0.823 RT -0.791 Z 0 Res Moment: LT 2.569 RT 2.434 LT 1.912 RT 1.812 Holddown LT 0.146 RT 0.175 LT 0.213 RT 0.234 D p O WI w . LI 0 W Z U 1 . O Z Story 1 Line A Wall 4 Height 8.0 SW Len 2.6 HD Len 2.6 Wt 0.015 Seismic Wind Wall Force: 0.198 0.204 OTM 1.831 1.634 Uniform DL: 0.120 0.120 Header DL : LT 0.300 RT 0.000 LT 0.300 RT 0.000 Max Down LT -1.004 RT -0.704 LT -0.928 RT -0.628 Res Moment: LT 1.432 RT 0.730 LT 1.066 RT 0.544 Holddown LT 0.153 RT 0.423 LT 0.218 RT 0.419 Story 1 Line B Wall 1 Height 8.0 SW Len 11.0 HD Len 11.0 Wt 0.015 Seismic Wind Wall Force: 1.614 1.611 OTM 13.969 12.890 Uniform DL: 0.120 0.120 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.270 RT -1.270 LT -1.172 RT -1.172 Res Moment: LT 13.068 RT 13.068 LT 9.728 RT 9.728 Holddown LT 0.082 RT 0.082 LT 0.287 RT 0.287 Story 1 Line B Wall 2 Height 8.0 SW Len 14.5 HD Len 14.5 Wt 0.015 Seismic Wind Wall Force: 2.128 2.124 OTM 18.414 16.992 Uniform DL: 0.095 0.095 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.270 RT -1.270 LT -1.172 RT -1.172 Res Moment: LT 20.342 RT 20.342 LT 15.143 RT 15.143 Holddown LT -0.133 RT -0.133 LT 0.127 RT 0.127 l if+�>kfy5:i"1'+�v+tt� Designs Unlimited Time : 16:21:22 Date : 11 -01 -2001 WALLS Parallel to X -Axis WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 7 Story 1 Line B Wall 3 Height 8.0 SW Len 7.0 HD Len 7.0 Wt 0.015 Seismic Wind : 'H Z Wall Force: 1.027 1.025 r w ; OTM : 8.889 8.203 6R Uniform DL: 0.045 0.045 _I-. Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 , y 0 Max Down LT -1.270 RT -1.270 LT -1.172 RT -1.172 '.W = Res Moment: LT 3.638 RT 3.638 LT 2.708 RT 2.708 + - F Holddown LT 0.750 RT 0.750 LT 0.785 RT 0.785 N L w 0 Story 1 Line E Wall 1 Height 16.0 SW Len 2.5 HD Len 2.5 Wt 0.015 Seismic Wind N �' Wall Force: 1.140 1.222 d OTM 19.193 19.547 w ; . Uniform DL: 0.055 0.055 Z H ; Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Z 0 Max Down : LT -7.677 RT -7.677 LT -7.819 RT -7.819 w w; Res Moment: LT 0.830 RT 0.830 LT 0.618 RT 0.618 D , Holddown LT 7.345 RT 7.345 LT 7.572 RT 7.572 U N: 0 I- ': Story 1 Line E Wall 2 Height 8.0 SW Len 2.5 HD Len 2.5 Wt 0.015 w w ': Seismic Wi nd v Wall Force: 1.140 1.222 u_ OTM 9.357 9.773 Z, . Uniform DL: 0.000 0.000 O- Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 0 i' Max Down LT -3.743 RT -3.743 LT -3.909 RT -3.909 z Res Moment: LT 0.338 RT 0.338 LT 0.251 RT 0.251 Holddown LT 3.608 RT 3.608 LT 3.809 RT 3.809 Designs Unlimited Time : 16:21:23 Date : 11 -01 -2001 SUMMARY OF ACCUMULATED HOLDDOWN FORCES Walls Parallel to Y axis LEFT END X Dis Dis Story Line Wall ft ft 1 20.70 20.70 39.50 32.00 19.50 0.00 @ LEFT END OF SHEAR WALL SEIS. Lt HD K 2.10 2.35 0.00 WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 1 WIND Lt HD K 1.69 2.71 0.44 7 Designs Unlimited Time : 16:21:23 Date : 11-01-2001 SUMMARY OF ACCUMULATED HOLDDOWN FORCES © RIGHT END OF SHEAR WALL Walls Parallel to Y axis Story Line Wall 2. 2 RIGHT END SEIS WIND X Y Rt Rt Dis Dis HD HD ft ft K K 20.70 20.70 40.00 39.50 2.10 1.69 3.72 3.81 WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 2 .• •-•., .•• • „ • ftw, -I • 0' t0 • ill W 1 I- • u., u j 0 U. 4( CO - 0, I- Z I- 0 Z uj D 0 cO ‘ ,0 'W W U. 0 Z Designs Unlimited Time : 16:21:23 Date : 11 -01 -2001 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL Walls Parallel to X axis Story Line Wall A 1 A 1 A 2 3 • 3 4 4 LEFT END SEIS WIND X Y Lt Lt Dis Dis HD HD ft ft K K 0.00 0.00 0.02 0.00 1.50 0.00 0.31 0.32 14.50 0.00 13.34 3.34 28.30 0.00 0.00 0.03 27.30 0.00 0.15 0.24 36.90 0.00 0.12 0.09 36.90 0.00 0.27 0.31 0.00 13.10 0.59 0.44 1.50 13.10 0.67 0.72 WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 3 Designs Unlimited Time : 16:21:23 Date : 11 -01 -2001 Story Line Wall SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL Walls Parallel to X axis RIGHT END SEIS WIND X Y Rt Rt Dis Dis HD HD ft ft K K 6.50 0.00 0.00 0.06 21.30 0.0.0 13.46 3.40 31.90 0.00 0.03 0.04 31.90 0.00 0.21 0.28 39.50 0.00 0.27 0.14 39.50 0.00 0.69 0.56 12.00 13.10 0.59 0.44 12.50 13.10 0.67 0.72 WOODCAD QLAT (Pro V4.0) File: 2254B3 Page: 4 SW # Shear Wall Sheathing [Thick (side)] Edge Nailing (in oc) Anchor Bolts (in oc) Bottom Plate (in oc) Rim /Blk to Top plate (in oc) Allow Shear (Klf) Notes r- iN CI) cr. Ln'O["--QOON 1/2" GB (1) 6d @ 7 5/8" @ 72 16d @12 16d @ 8T 0.10 6,7 1/2" GB (2) 6d @ 7 5/8" @ 64 16d @ 6 A35 @32 w /12 -8d 0.17 6,7,8 7/16" RS (1) 10d @ 6 5/8" @ 48 16d @ 5 A35 @24 w /12 -8d 0.23 1,2 7/16" RS (1) 10d @ 4 5/8" @ 32 16d @ 3 A35 @16 w /12 -8d 0.34 1,2,4 7/16" RS (1) 10d @ 3 5/8" @ 12 16d @ 2 A35 @12 w /12 -8d 0.45 1,3,5 7/16" RS (1) 10d @ 2 5/8" @ 8 16d @ 2 A35@ 9 w/12 -8d 0.60 1,3,5 7/16" RS (2) 10d @ 4 5/8" @ 24 2 -16d @ 3 2- A35 @l5 w12 -8d 0.72 1 -5,8 7/16" RS (2) 10d @ 3 5/8" @ 18 2 -16d @ 2 2- A35 @12 w12 -8d 0.90 1 -5,8 7/16" RS (2) 10d @ 2 5/8" @ 12 2 -16d @ 2 2 -A35@ 9 w12 -8d 1.20 1 -5,8 T for Toe Nailing; GB for Gypsum Board; RS for APA Rated Sheathing —[ Shear Wall Schedule ] [ 7/16" Sheathing w/ 10d Box [Gr III Species ] [ Shear Wall Notes ] GENERAL NOTES (apply to all shear walls) a) For Rated Sheathing panels, space nails @ 12 in (305 mm) oc along intermediate framing members. b) Block all panel edges with minimum 2x (51mm) blocking. c) Apply nailing to all studs, top and bottom plates and blocking. d) Framing to be a maximum of 24 in (610mm) oc. e) Fasteners shall be driven flush with surface of sheathing. f) Provide solid blocking under the shear walls at the diaphragms to accommodate the bottom plate attachment. g) Offset panel joints on each side of wall minimum one stud bay. SPECIAL NOTES FOR SHEAR WALLS (apply to walls specifically noted) 1) APA Rated Sheathing EXP1 /EXP2 /EXT or C -C /C -D /Struct II Plywood. 2) Struct I APA Rated Sheathing EXP1 /EXT or Struct I Plywood. 3) Provide 3x's (76mm) at adjoining panel edges w /nails staggered. 4) Provide minimum 3x (76mm) blocking or joists beneath bottom plate with bottom plate nails staggered. 5) Walls >0.60 klf use a minimum of a 3x sill. For walls between 0.35 and 0.60 anchor bolt spacing has been decreased by 1/2 (use 2x). 6) Framing to be a maximum of 16 in (610 mm) o.c. for shear walls 1 and 2. 7) Provide nailing at intermediate supports the same as edge nailing in shear walls that use GWB (shear walls 1 and 2). 8) For shear walls 2, 7, 8, and 9, panel joints shall be offset to fall on different framing members or framing shall be 3" nominal or thicker, and nails on each side shall be staggered. - L aays.uvwaa v�..aacuuic [ Simpson Strong [ Simpson 2001 -Tie Holdown ] Catalog ] p Other Levels HD Type Stud Fastener Tie Cap Detail # Type to Stud Rod Kips Number 1-1N(l 'le lfllON 11 CS18 2x (18)10d - -- 1.27 (2)CS20 (2)2x (18) 8d ea - -- 2.01 (2) CS18 (2) 2x (18) 10d ea - -- 2.54 (2)CS16 (2)2x (28) 8d ea - -- 3.30 MST60 3x (56) 16d ea - -- 5.80 2)MST37 (2)3x (42)16d ea - -- 7.63 2)MST48 (2) 3x (46) 16d ea - -- 8.92 2)MST60 (2) 3x (56) 16d ea - -- 11.60 HD15 6x (5) 1 "/ 5/4 "0 15.30 -- [ Holdown Schedule ] [ Gr III Species ] [ Simpson Strong -Tie Holdown ] [ Simpson 2001 Catalog ] HD 1 2 3 4 5 6 7 8 9 Foundation Level Type STHD8 STHD10 2) LSTHD8 STHD14 2)STHD10 2)STHD14 HD10A HD14A HD15 Stud Type (2) 2x (2) 2x (4) 2x (2) 2x (4) 2x (4) 2x 6x 6x 6x Fastner to Stud (24) 16d (28) 16d (24) 16d (38) 16d (28) 16d (38) 16d (4) 7/8 "0 (4) 1" 0 (5) 1" 0 Anchor Bolt 7/8 "0 1" 0 1 -1/4 "0 Cap Kips 2.37 2.99 3.65 4.43 5.98 8.86 9.90 13.38 15.30 Detail Number L Gr J.J.A. S ecie ] [ Holddown Notes ] GENERAL NOTES a) Minimum concrete compresive strength to be 2.5 ksi (17.2 MPa). b) Refer to manufacturers' catalogs for minimum distance to foundation corner. c) Refer to manufacturers' catalogs for minimum backing member size. d) Refer to manufacturers' catalogs for anchor bolt embedment depth. e) Posts at holddown: 2x & 4x (38mm x and 89mm x) - -- #2 or better 6x ( 140mm x ) - -- #1 or better f) The anchor type holddowns at other levels shall have a pair, one above and one below, tied by a threaded rod. g) Use STHD8RJ for STHD8, STHD10RJ for STHD10, and STHD14RJ for STHD14 where rim joists are installed. i) The stud fastener for STHD's shall be 16d sinkers. j) Minimum stem wall to be 6" wide for 1 -story buildings, 8" wide for buildings having 2 or more stories Yf wt�^:::: :kcii?rh:Yl4a�at•.1tiii- Sd'i;$r; rt4'.:,'ak?, ':t- -, - - ---- [ Simpson Cnnctr [ Simpson 1996 ____ ___ ] Catalog ] DS Conn Drag Fastner Thru Cap Note # Type Strut to Cnnctr Rod Kips No. 24 " -CS16 DBL TOP PL (22) -l0d -- 1.65 3.30 4.95 6.79 9.64 11.08 15.30 19.80 30.61 I- IHc-irlI -INNNN (2)24 " -CS16 DBL TOP PL (22) -10d ea -- (3)24 " -CS16 4x 6 (22) -10d ea -- 155 "- CMST14 4x 6 (88) -10d -- W 202 "- CMST12 4x 6 (118) -l0d -- (2) -HD14A 4x 6 ea (4) - 1" 0 1" 0 (2) -HD15 6x10 ea (5)- 1" 0 1 -1/4 "0 (4) -HD10A 6x10 ea (4) -7/8 "0 7/8 "4 (4) -HD15 6x10 ea (5) - 1" 0 1 -1/4 "0 [ Drag Strut Notes ] GENERAL NOTES (apply to all drag struts) a) Each listed drag strut is the minimum size for the design drag force and may be replaced by members with larger cross sections. b) Double top plates to be graded Standard or better (Ft critical). c) 4x and 6x members to be graded No.2 or better (Ft critical). SPECIAL NOTES FOR DRAG STRUTS (where specifically noted) 1) The length of the metal strap is the total nailing length, one half applies within shear wall, the other half beyond shear wall on the drag strut. The number of nails to metal strap connector is the total number of nails required, one half applies within shear wall, the other half beyond shear wall on the drag strut. 2) The anchor tie shall have a pair, one applies within shear wall, the other beyond shear wall on the drag strut. O Grantor /Grantee: Don Leabo 20020611001619 DON LEABO EAS 14.00 PAGE 001 OF 066 06/11/2002 13:00 KING COUNTY, WA Return Address: City of Tukwila Public Works Department 63d0 Southcenter Blvd. Tukwila, WA 98188 (206) 433 -0179 Document Title: Perpetual Storm Sewer Easement, Mutual Maintenance Agreement and Covenant Running with the Land for City of Tukwila Short Plat File NoL2000 -035, Between Lots 3 and 4 Legal Description: LOTS 3 AND 4 OF CITY OF TUKWILA STEVE B. HEWES SHORT PLAT AS RECORDED UNDER FILE NUMBER 20010904900003, SITUATE IN KING COUNTY, WASHINGTON, TOGETHER WITH LOT 12, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, SITUATE IN KING COUNTY, WASHINGTON. Reference Number: City of Tukwila Short Plat, King County Recording No. 20010904900003 Tax Parcel Numbers: 0041000 -567 and -568 Additional Information: The storm sewer system relating to this document was constructed under City of Tukwila Permit No. MI01 -035. PERPETUAL RECIPROCAL STORM SEWER EASEMENT, MUTUAL MAINTENANCE AGREEMENT AND COVENANT RUNNING WITH THE LAND THIS PERPETUAL RECIPROCAL STORM SEWER EASEMENT, MUTUAL MAINTENANCE AGREEMENT AND COVENANT RUNNING WITH THE LAND RECEIVED JUN 1 2 2002 TUKWILA PUBLIC WORKS Da -3'7 :di(d: G tr44 'rik �':Y 1..- ��4;.+r;;;;Wn, 1#:z: �i�:° iP,:'it1C�'aiFrisSii,�+lif%r!a% ., i time`k is made and entered into this it day of , 2002 by, between and among Don Leabo, owner of both ots 3 and 4. WITNESSETH WHEREAS, the parties hereto warrant that they each own the parcels of property listed and described below such parties' name on Exhibit "A" attached hereto and incorporated by this reference: WHEREAS, the parties hereto also desire to grant to each other, their respective heirs, executors, administrators, agents or assigns a PERPETUAL, RECIPROCAL STORM SEWER EASEMENT, with a right of immediate entry and continued access to construct, improve, maintain and repair all appurtenant storm sewer structures located over, under, upon, and across the real property situated in King County, Washington described in Exhibit "B" attached hereto and incorporated by this reference; NOW THEREFORE, IN CONSIDERATION OF THE MUTUAL COVENANTS AND PROMISES CONTAINED HEREIN, THE PARTIES HERETO AGREE AS FOLLOWS: 1. Each party will maintain any private individual storm lines from his /her structure to the point where joint usage among the parties commences. 2. The cost of any repairs to the private individual storm sewer lines shall be the sole responsibility of each party and shall not be shared jointly. 3. All parties hereto agree and understand that City of Tukwila has no responsibility for the repair or maintenance of said individual private storm sewer lines. 4. The City of Tukwila retains the right to enter private properties as described in Exhibit "A" to inspect any and all storm system lines and appertenances discharging into the storm system located in South 151st Street. 5. The Grantor /Grantee shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted, but shall not, however, have the right to: a. Erect any buildings or structures within ten (10) feet of any portion of the constructed storm system within the easement. kuu !il tSz:laY.t+ 4 nt � ttti. M.6 ` ante @'i +,.X'b:Cru .�;�:{4 + ;p t SA'A ' t t i+r.:>.: .h.Fi r4" kt ,5 ' f,4iS4 x =l b. Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interfere with the constructed storm system within the easement. c. Dig, tunnel or perform other forms of construction activities on the property which would disturb the compaction or endanger the lateral support of the constructed storm system. 6. This Perpetual, Reciprocal Storm Sewer Easement and Maintenance Agreement shall be a covenant running with the land and shall be binding on all subsequent heirs, executors, administrators and assigns. IN WITNESS THEREOF, the parties hereto have executed this Agreement the date first abovewritten. PROPERTY OWNERS: STATE OF WASHINGTON SS COUNTY OF KING On this day, personally appeared before me D ■ 0 t-- o-b a . ,tome known to be the individual(s) described in and who executed the foregoing Reciprocal Easement and Mutual Maintenance Agreement, and acknowledged to me that he \she \they signed and sealed the same as his/her /their free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 1 day of (' c- --) , 2002 ,t A NOTARY PUBLIC in and for the State of Washington, residing in My commission expires ;iv-. G ..\ Z U EXHIBIT "A" SUBJECT PROPERTIES: DON LEABO, OWNER LOTS 3 AND 4 OF CITY OF TUKWILA SHORT PLAT AS RECORDED UNDER FILE NUMBER 20010904900003, KING COUNTY, WASHINGTON. • EXHIBIT "B" LEGAL DESCRIPTION OF STORM SEWER. EASEMENT: THE EAST 40.00 FEET OF THE NORTH 10.00 FEET LOT 4 OF CITY OF TUKWILA SHORT PLAT AS RECORDED UNDER FILE NUMBER 20010904900003, KING COUNTY, WASHINGTON, -' 6257ft. 5993ft wry . e 511:55511 'F I -- ' - V V N E 2 002 0 61 0 65.004 — BSBL— -- e� O ' t-i- I i f' 2 — _ L} 69.90ft NI '05 156.19' NY0555T 31257' 8050ft — BSBL- 53b2ft Eost 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Ouorter N1 146.67 East 65* feet North holf o ACTIVITY NUMBER: D01 -370 DATE: 11 -19 -01 PROJECT NAME: LEABO - SINGLE FAMILY RESIDENCE SITE ADDRESS: 4031 SOUTH 150 STREET 1 Original Plan Submittal Response to Correction Letter # DEPARTMENTS: 6-r Building Division 71 Fire Prevention G 11- 4-oi , �1�� 11..Z$_ i Public Works (J Structural ( /COL - 01 k DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [1 Incomplete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 1 PERMIT co R C� PLAN REVIEW?B9f SLIP -ft) Structural Review Required Approved with Conditions Approved with Conditions Response to Incomplete Letter # Revision # After Permit Is Issued Planning Division 1 ( Permit Coordinator DUE DATE: 11-20-01 Not Applicable No further Review Required DUE DATE 12 -18 -01 Not Approved (attach comments) Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DATE: DATE: DUE DATE ACTIVITY NUMBER: D01 - 370 DATE: 11 -19 -01 PROJECT NAME: LEABO - SINGLE FAMILY RESIDENCE SITE ADDRESS: 4031 SOUTH 150 STREET 1 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete ,Oci Comments: Please Route Approved Approved \PRROUTE.000 5/99 PLAN REVIEW /ROUTING SLIP n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) sKi-6E- TUES /THURS ROUTING: REVIEWER'S INITIALS: REVIEWER'S INITIALS: CORRECTION DETERMINATION: Fire Prevention Structural Wedivothi Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Planning Division Permit Coordinator DUE DATE: 11 -20-01 / Not Applicable Gt pp h c-A` r t o to DUE DATE 12 -18-01 Approved w nditions[V Not Approved (attach comments) Not Approved (attach comments) REVIEWER'S INITIALS: DATE: No further Review quired DATE: / D7/01 I I DATE: 12 -4--ZX( DUE DATE I I PERMIT NO.: - De 7 �� 1 BUILDING PERMITS INSPECTIONS • ❑ 0000 I Progress Inspection Status ❑ 00002 Prc- construction ❑ 00003 Investigntion ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 \VSEC Residential ❑ 00060 WA Ventilation /Indoor AQC • ❑ 00070 NLEA Inspection /Modular Struct ❑ 00071 Mobile Home Tie Down Insp 0 00072 Marriage Lines O 00090 Rested R Footing Drains Eir00I00 Foundation Footings (00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation L_ 00350 Crawl Space gr 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing j ' 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 0055f. Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 0610 Chimney Installation /AII Types 00700 Framing Iv 0750 Roof /Ceiling Insulation 0800 Floor Insulation 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ }(1900 Suspended Ceiling e' 01000 interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre -Move Inspection ❑ 01 1 15 Motor Inspection ❑ 01120 Pre- Demo ❑ 01140 Prc- rcrnof O 100 Final -Fire 01700 Final- Iuilding ❑ 01900 Final - Rcrool' ❑ 03100 Site Visit ❑ 04000 Special - Concrete ❑ 04001' Special -Bolts in Concrete ❑ 04001 Special -Mom /Resist Cone Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special-I ligh-Strength 13olting ❑ 04006 ' ' Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Cone Fill ❑ 04009 Special -Spray Fircprooling ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME: LEA CONI)fl'IONS , No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 001 I Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid 0 01 Readily accessible access to roof mounted equipment _ 01) 15 Engineered truss drawings & calcs shall be on site (Er00I6 Exposed insulation backing material ❑ 1)017 Subgrade preparation including drainage, excavation • ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0) 19 All construction to be clone in conformance w /approved plans ❑ ' o work shall be done in addition to those modifications..." • 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ s)02 All spray applied fireproofing shall be special inspected 01)25 All wood to remain in placed concrete shall be treated ❑ j1.026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ JJ )28 • Rack storage requires separate permit )03 Electrical permits obtained through L &I 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations. flat concrete 0 0036 Manufacturers installation instructions required on site ❑ "BI'U maximum allowed per 1997 WA State Energy Code° ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0018 A C of O will be required for this permit ❑ 0039 Final approval for all TI who the limits of the SC Mall 0 All mechanical work shall he under separate permit 40 All construction noise to be in compliance with 8.2 TM ❑ 00 Ventilation is required for all new rooms & spaces ❑ 0005 All permits. insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All nevi construct and substantial improvement shall anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certific inspector ❑ 0008 All high- strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co I Icnith Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate....' ❑ "Water heater shall be anchored...." ❑ "Rcrool" li ' � Date JZ + 1 Dale: 12 —illy O'}nu.l�4J W f• • •'wf e:dvdGii ti.'Je;uJ.: ' 't,A.luar VstIA. • ro•.:y:.Y:ld.Siair ;�re•yi�'utu5`tu�casawa :Ueiul�+ Z re LI 6 O 0 . coo W � —J Ir— O W u. �W Z �.. ZO F U � W rz 'LL. Z tl! N 0 H Z ACTIVITY NUMBER: D01 - 370 DATE: 11 -19 -01 PROJECT NAME: LEABO - SINGLE FAMILY RESIDENCE SITE ADDRESS: 4031 SOUTH 150 STREET _ l Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Approved REVIEWER'S INITIALS: 5 ( APPROVALS OR CORRECTIONS: (ten days) Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Al Structural Incomplete Structural Review Required Approved with Conditions CORRECTION DETERMINATION: Approved with Conditions Planning Division Permit Coordinator DUE DATE: 11-20-01 Not Applicable No further Review Required DATE: 1110 DUE DATE 12 -18 -01 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 - 370 DATE: 11 -19 -01 PROJECT NAME: LEABO - SINGLE FAMILY RESIDENCE SITE ADDRESS: 4031 SOUTH 150 STREET 1 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.) Complete Please Route TUES /THURS ROUTING: REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Comments: Structural Review Required NpAL APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: #44) Planning Division Permit Coordinator DUE DATE: 11-20-01 Not Applicable No further Review Required DATE: \\ - Z-O -0( DUE DATE 12 -18 -01 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: , "•.4...�..vlhkbb i! iy■ 1-W re 2 D O 0 too u)w J = • LL. w O : u.Q ( 12.a w z �. F- O z I- D � .O - O N w W. H -• L I O lil Z • = O ~ z ACTIVITY NUMBER: D01 -370 DATE: 11 -19 -01 PROJECT NAME: LEABO - SINGLE FAMILY RESIDENCE SITE ADDRESS: 4031 SOUTH 150 STREET 1 Original Plan Submittal Response to Correction Letter #. Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Fire Prevention Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: jj S APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved ri Approved with Conditions \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Structural Review Required (Is Incomplete Planning Division Permit Coordinator DUE DATE: 11 -20-01 Not Applicable Comments: No further Review Required DATE: //ZO/ DUE DATE 12 -18 -01 Approved with Conditions 7777 Not Approved (attach comments) (XL/ ��� "`` DATE: / 2 7-- 0 / DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ae F625-052-000 (8/97) ':» DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONS T CONT GENERAL REGIST # EXP MATEI CC. 01 ':72 1:0/15/2 p og ,TATE o / •.. GREENRIDGE - HOMES LLC " 7 6855 176TH AVE NE #235 REDMOND WA 98052 Detach And Display Certificate NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. = ; • ; ir SHORT PLAT N0. L 2000 -035 TREASURER'S CERTIFICATES: . SHORT SUBDIVISION COMMITTEE APROVAL C ITY OF TUKWILA Examined and approved by this committee QTM There ore no delinquent special assessments, and all special assessments on any 'of this 1_ doy of AUGV 1 __, 2001 the property that is dedicated as streets, alleys or for other public use are paid in full. Examined and approved this n RECORDING NO. o /D9o l��03 VOL, /PAGE /V 7 / Hewes Short Plat CITY 0 F T U K W I LA KING COUNTY, WASHINGTON i/ , T � 2 , n I I __ dote by this deportment. �r �* S Signature GRAPHIC SCALE 1" =100' • Authorized Direct City of Tukwila Finance Director Dote KING COUNTY COUNTY ASSESSOR'S APPROVAL I certify that all property loxes ore paid and that a deposit has been mode in sufficient PARCEL 004100 - 0565 amount to pay the taxes for the following yeor; that there ore no delinquent spedciol assessments certified to this office for collection; and that all speciol assessments on any of the ;rope;rty herein dedicated as streets, alleys, or for other public use ore paid Exomined and approved by this deportment this .3 o_ day of _ LK.P sr_�, 2001 in full. Examined and approved this JQ, cG_fj/o LLB _ _ :g.e. S SCALE: rr . 0 100 200 300 DECLARATION t PORTION OF SE 1/4, NW 1/4, S 22, T 23, R 4 E KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners in fee simple of the land 'Herein described do hereby make a short subdivision thereof pursuant to RCW 58,17.060 and acknowledge that said subdivision shall not be further divided in any manner within a period of five years, from date of record, without the filing of a final plat. The undersigned further declare this short plot to be the graphic representation of said short subdivision and the same is made with the free consent and in accordance with the desire of the owner(s). IN I FSS WHEREOF we set our hands and seals. �� 0c/' date by this deportment. King County Treasurer's Office Dote Assessor Deputy Assessor 15 S 142nd St ORIGINAL PARCEL S. 144th Street — THE EAST QUARTER OF L7T 12, AND ALL OF LOT 13, BLOCK 4, FIRST • ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT W V THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 50, IN KING 01-' COUNTY, WASHINGTON. EXCEPT THE EAST 65 FEET OF THE NORTH HALF OF SAID LOT 13. - Street < 22 S 14.1 St _ 15 S 146th St ,S. 146th P °• S 148th St co N S 150th St Name Norne Nome Nome STATE OF WASHINGTON County of King I certify that I know or have satisfactory evidence l �C. ( \ C --� I / l C. that I, y ( \ . s • s 152nd St 0 Lot 24 CATCH Adams Lot 23 BASIN S. 148th Street Hom Tracts First Addition Li,t 22 Lot 21 ist Lot 20 Seger Stt:p per A:ai Its F �q RIM: Y92.5 IE 12 "E: 289. 9 IE 12 "W: 290.5 _. = CATCH BASIN CATCH BASIN SANITARY SEWER R 290.8 RIM: 286.8 IE 12 "E -W: 288.6 IE 12 "E -W: 285.2 RIM: 28 INV 8"E Lot 1 70. µ' -W: 260.05 , signed this instrument and acknowledged it to be (his /her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of 1 / / r Z Notary Public V�vV� �-LC - - • ;,, �--- ' Lot 4 . Vicinity Map N.T.S. S. 150th Street - - vammm' - • ° . ' �� — " a SANITARY ° t / �O // b 1 ,, -- cl, �;: �- Lot - cry c ,,. RIM: 289.8 INV 8" E -W , O ' Fify b) 'Of 'v Dated /G U C .2. .� ! :.. ,. oppoii iment exp )),!it`, 2 h u s allo>,ed and Util f t of Lots the ties 2.3,4 C) 0 W a--. " ie4. trh ° ry ffr,�ail F�irer q: tR N / r ,:MOd,_,,n.:,; :l..,;; r..Gi,• 1 .an:::,.,i11.,ii rlu'irul c'ul;i:c t viatvatly'uuiiln :tun 1, a: ^I NieaC I. eu.teo t e V+ y li CUS f IU r ,, , ilotmant E4 h ' STATE OF WASHINGTON''"L' '.:. z.:KG,,;�ev��;,::. .:,r'' County of King I certify that I know or have satisfactory evidence that NJ PAFKQt,G 1rnrc / is fco' r Fenc2, Encroochmrr 1 5'Cnerry resi t F .. larr ..4`. Lot 1 1 11 ' I r � . k i l • � Lo FL _ a C � 70 � V Block 4 Lot 10 Lot hi : � r 4 \ � � \ c• ;�\ i 1 .� : . .( ♦u + REFERENCE SURVEY (P) PLAT OF CASCADE HEIGHTS AS RECORDED IN VOLUME 68 OF PLATS, PAGE 9, RECORDS OF KING COUNTY, WASHING1ON, KING COUNTY SURVEY (KCAS) VERTICAL DATUM ' FROM CITY OF TUKWILA, SOUTH 150th STREET PLAN & PROFILE. PK NAIL AT THE INTERSECTION OF 42nd AVENUE SOUTH AND • ' Z 150th STREET, NGVD 1929 ELEVATION= 247.83 'b NOTE: EXISTING STRUCTURE ON LOT 3, TO 6E REMOVED. . .. ; .;, r I r Lor , c c _ ti t` , , , � \ O �`` =L 7 So' Line Noah H SE /4SE /4 N / c.. '• �• .5 �� `�� 5� i�'j Trar 0 o J * ()`b'b J , ? �, i 0 a' `; - signed this instrument and acknowledged it to be (his /her) free and vo act for the uses and purposes mentioned in the instrument. S ignature of Notary Public r, T ' c. Lot 2 3 Doted r ' My appointment expires `, 4 30Vd/10A La - P2 a r Lot 21 Lo NOTE: IF THERE IS NO F i E HYDRANT WITHIN 250 FEET OF LOTS 3 & 4, THEN THE DEVELOPER SHALL INSTALL A FIRE HYDRANT CAPABLE OF 1000 GALLONS PER MINUTE FLOW OR SPRINKLE 0 T LEGEND- ® MONUMENT IN CASE I_ REBAR & CAP LS #34145 SE b, POWER POLE .-- GUY ANCHOR OS CATCH MANHOLE `„1 WATER VALVE a WATER METER , @ 01'16' 0 FIRE HYDRANT TREE, AS NOTED • Rj` j PAVED PORTION OF EASEMENT RECORDER'S CERTIFICATE / filed for record this °`L day of$EPt ,2001 ..ot :'?M cc,r� -// O in book �,f,(.a Yat page/ 7 at the request of the City of Tukwila. y J � /� W K/22s �P �� ^ "� Deputy Director, King County Director, King County Assessor Steve Hewes 1 4 7 2 0 2 6th Lane S. r-. Sea -- Ta a , W a 9 81 O 8 SURVEYOR'S CERTIFICATE: I, G. PHIL SARGENT, REGISTERED AS A LAND SURVEYOR BY THE STA''_ OF WASHINGTON, CERTIFY THAT THIS MAP CORRECTLY REPRESENTS LA. �� Q , C lorito,,., \ �'VI 34145 a; Rr 9 �,e • ;, 1 , LA 14 e /ii /Tw 4 ` DRYCO A SURVEY MADE or ME. OF THE LAND DESCRIBED HEREIN AND THAT � TT THE COURSES AND DISTANCES ARE SHOWN THEREON CORRCTLY: U r' V'. Y� T1 1 n C MONUMENTS DWN, 8Y LS DATE 8/16/2001 JOB NO. 2000053 L � > . AND THAT THE HAVE BEENSET AND LOT CORONES 1271 4 VALLEY AVENUE EAST STAKED ON THE GROUND AS DEPICTED ON THE PLAT. S M A U HER, W SHINGTO ' I , (253) 826 -0300 FAX (253) 826 -9703 � � S'-' � � ^D ! SURVEYED: 9/5/2000 SCALE 1" = 100' SHEET OF 2 C. PHIL SARG P.L.S. 34145 ss SHORT PLAT NO. L2000 -035 Hewes Short Plat CITY OF TUKWILA KING COUNTY, WASHINGTON ORIGINAL PARCEL THE EAST QUARTER OF LOT 12, AND ALL OF LOT 13, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 50, IN KING COUNTY, WASHINGTON. EXCEPT THE EAST 65 FEET OF THE NORTH HALF OF SAID LOT 13. LOT 1 COMMENCING AT THE SOUTHEAST CORNER OF LOT 13, BLOCK 4. ADAMS HONE TRACTS AS RECORDED IN VOLUME 12, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 88'06'23" WEST. A DISTANCE OF 160.75 FEET; TI -ENCE NORTH 01'05'55" EAST, A DISTANCE OF 208.07 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 01'05'55" EAST, A DISTANCE OF 94.50 FEET; THENCE SOUTH 88 '01E8" EAST, A DISTANCE OF 95.74 FEET; THENCE SOUTH 01'05'55" WEST, A DISTANCE OF 93,05 FEET: THENCE NORTH 88'54'05" WEST, A DISTANCE OF 95.73 FEET TO THE POINT OF BEGINNING, LOT 2 COMMENCING AT THE SOUTHEAST CORNER OF LOT 13. BLOCK 4, ADAMS HONE TRACTS AS RECORDED IN VOLUME 12, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 88'0623" WEST, A DISTANCE OF 160.75 FEET; THENCE NORTH 01'05 55" EAST, A DISTANCE OF 127.57 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 01'05'55" EAST, A DISTANCE OF 80.50 FEET; THENCE SOUTH 88'54'05" EAST, A DISTANCE OF 95.73 FEET; THENCE SOUTH 01'05'55" WEST, A DISTANCE OF 53.62 FEET; THENCE SOUTH 88'28'01" EAST, A DISTANCE OF 65:00 FEET; THENCE SOUTH 01'05'55' WEST, A DISTANCE OF 26.38 FEET; THENCE NORTH 88'54'05' WEST, A DISTANCE OF 160.73 FEET TO THE POINT OF BEGINNING. LOT 3 COMMENCING AT THE SOUTHEAST CORNER OF LOT 13, BLOCK 4, ADAMS HOME TRACTS AS RECORDED IN VOLUME 12, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; THENCE: NORTH 88'06'23" WEST, A DISTANCE OF 100.75 FEET; TI-ENCE NORTH 01'05'55" EAST, A DISTANCE rr E2 5 7 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 01'05E5" EAST, A DISTANCE OF 65.00 FEET; THENCE SOUTH 88'54'05" EAST, A DISTANCE OF 160.73 FEET; THENCE SOUTH 01'05E5" WEST, A DISTANCE OF 59.90 FEET; THENCE NORTH 88'54'05" WEST, A DISTANCE OF 135.73 FEET; THENCE NORTH 01 '05'55" EAST, A DISTANCE OF 4 .90 FEET; THENCE NORTH B8 '54'05' WEST, A DISTANCE OF 25.00 FEET TO THE POINT OF BEGINNING. LOT 4 BEGINNING AT THE SOUTHEAST CORNER CF LOT 13, BLOCK 4, ADAMS HOME TRACTS AS RECORDED IN VOLUME 12, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 88'06'23" WEST, A DISTANCE OF 160.75 FEET; THENCE NORTH 01'05E5" EAST, A DISTANCE CF 62.57 FEET; THENCE SOUTH 88'54'05" EAST, A DISTANCE OF 25.00 FEET; THENCE SOUTH 01'05'55" WEST, A DISTANCE OF 4.90 FEET; THENCE SOUTH 88'54'05" EAST, A DISTANCE OF 135,73 FEET: THENCE SOUTH 01 '05 55" WEST, A. DISTANCE OF 59.90 FEET TO THE POINT OF BEGINNING. ACCESS AND UTILITIES EASEMENT COMMENCING AT THE SOUTHEAST CORNER OF LOT 13, BLOCK 4, ADAMS HONE TRACTS AS RECORDED IN VOLUME 12, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 88'06'23" WEST, A DISTANCE OF 1,30,75 FEET; THENCE NORTH 01'05'55" EAST, A DISTANCE OF 62.57 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 01'05E5" EAST, A DISTANCE OF 240.00 FEET; THENCE SOUTH 88'01'58" EAST, A DISTANCE Dr 25.00 FEET; THENCE SOUTH 01 '05'55' WEST, A DISTANCE OF 139.62 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, TANGENT TO SAID LINE; THENCE SOUTHERLY, SOUTHEASTERLY AND EASTERLY A DISTANCE OF 3927 FEET ALONG THE ARC, HAVING A RADIUS OF 25.00 FEEL AND A CENTRAL ANGLE OF 90'00'00"; THENCE .SOUTH 88'54'05" EAST TANGENT TO SAID CURVE, A DISTANCE OF 45.00 FEET; THENCE SOUTH 01 '05 55" WEST, A DISTANCE OF 20.00 FEE I; THENCE NORTH 88 '54 '05' WEST, A DISTANCE OF 45.00 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, TANGENT TO SAID LINE; THENCE WESTERLY, SOUTHWESTERLY AND SOUTHERLY A DISTANCE OF 39.27 FEET ALONG THE ARC, HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 90'00'00"; THENCE SOUTH 01'05'55" WEST TANGENT • TO SAID - CURVE, A DISTANCE OF 30.00 FEET; THENCE NORTH 88'54'05" WEST, A DISTANCE OF 25.00 FEET TO THE POINT OF BEGINNING. RECORDER'S CERTIFICATE I,; ,ad for record this day of 2001 .at M in book of . at page at the request of City of Tukwilla. 566-74 / Deputy Director, King County JOINT MAINTENANCE AGREEMENT THE OWNERS OF THE LOTS 2 -4 ON THIS SHORT PLAT SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE UTILITY AND DRAINAGE FACILITIES WITHIN THE EASEMENTS SHOWN ON THIS PLAT AND SHALL EQUALLY SHARE IN THE COST OF MAINTAINING THESE FACILITIES. THE INGRESS AND EGRESS PRIVATE EASEMENT IS FOR THE BENEFIT OF THE OWNERS OF LOTS 2 -4. OWNERSHIP OF THESE LOTS INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN THIS INGRESS AND CCPESS EASEMENT, AND AN EQUAL AND UNDMDED RESPONSIBILITY IN THE MAINTENANCE OF SAID EASEMENT. Director, King County Assessor as.- ��rsur DRYCO ! .!Li O' N 0 N Surveying, .12714 VALLEY AVENUE EAST SUMNER, WASHINGTON • (253) 826 -0300 FAX (253) 826 -9703 Le C 1 S. ° 150th Street 10' is dedicated to city of Tukwila upon recording of this Short Subdivision y 10' x 20' Private Driveway Easement for benefit of lot 3. Lot 12 SURVEYOR'S CERTIFICATE: I, G. PHIL SARGENT, CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE Di' ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIFIEMENTS OF THE SURVEY RECORDING ACT. a•11MMIeUNk O N N O it I II I I I I II MI6 '54 t I ld 160.73 fit I �a 8. 1 1' N68'540514 25.0Oft RECORDING NO. SCALE: PORTION OF n p 1+ I M39'0158)4 45.74ft — 8S8L — — 1 9934.42 SO FT NE0'541:611 S5.73ft m V) I 4 9437.36 S6 FT R9' $ . : 883'54'05T 45.00ft 3 11112.95 SO FT 4 9596.01 SO FT CHKD. BY ry 65.00ft — — M38'54'0514 45A0ft I 988'54'06"E 135.73rt Lot 13 — N38"'06 23'W 31:7).75-ft — — — — — DWN. BY LS DATE SCALE VOL. /PAGE GRAPHIC SCALE e e 0 30 60 90 SE 1/4, NW 1/4, S 22, T 23, R 4 E 0 Steve Hewes 14720 26th Lane S. Sea —Tac, Wa 98168 8/14/2001 1" = 3q' isik I " =30' i w O 0 O JOB NO. 2000053 SHEET 2 OF li tkllraliun'tench 1 VIEW r( -L( v_c_Q -4 -rigid or -6' Ilexible per'olated pipe PROFILE VIEW NTS SEcTlOrl A NTS Z4 Mein '" SoLty ItrC oil /water separator t , c — IC o� t 4°� 0 - — wa�:ied rock -- -=� <,� p° fine mesh screen CO sump w /solid lid ( L' p1A.). fu -4" PeeF,rP1C,t . D�Altd PIPE coTpactcd decklill rigid or G' flexible perorated pipe washed rock 1 1/2" -3/4" 3' 1- \0. i UA -I C-0 E > • N NC. 1Du/T /P- fdA4/ la, u.i n1 C) A 1 ppa((Alt( 1.,') AU e 1 /l4PACTE.5- DC/1 /\ _C 13 .e,. PT /FT �1sf'iaALTats. c - -(rl P.) I z: 'Iz "_ m1N:. - CDlrl('IKCEP- DCC'�1� -C:'W SHED j!�4 "_niiiJUS._.SUKPC CIIJ e,ASE7 cocipSE i(') ( I o pfnl /Jr ra AA1A4 Al —t_ I—ac,5 IrnvJ, G,' DC PT t-1• tdAJ A`t .sr, W �L :IV IV - 36 \./Irt■ . 1-113 1n'1 ('C, 2 _./t ott Lr,YC� A,_ U3/U/ r' - inBLC_ /Ou,.ti PC2c.ot -n-no RA A A/Su v(=.l) Am 5 I „,N. a(2_ F'r4 -si ,4. Fol Pro z_ 4 5 �h 20 C)(IR - T, louse 4031 ∎o I A •W -/ /nIC,RESS� /an iry 1f � i • •- I Fww 0,4 —� 2)l. ////= rxr ° ` 9 52' 1' isr,r�r�. /NFtt, TR,arro , ✓ 7R-Fn/ (fyr C3 ''X2 PAD INFI 1- to TlO f2rsG+ES (3 �'L 1 /5 ("i�(/' :. t,5 s 3 4' ( FrG1, pRAst�: PAPS # :, SOLID ROPE' SW,P(St rd-t 70` ; P , / L � 6-0,..0" pC 0. .-_,-_, , 5 _Q \/ r .;CALF-'. = 20' /A /pJE SN LP& (1•IP,) • I z1NIrJ:: JYIP fi cP-LA 51 1T101J UL jQ tf1T l!1UJ - r MA`(_'6 e,QUIZED -_. TE a1uC; — aN Solt C�n1R1 CcaN� (TYPE , 7C s d � uY"1 t CT' 1 1" :... 1 0' A-- f— 1-1DA/f5 /■(..)31 rt - !'hose plans' have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to erron and omissions w4ich do' not authorize violations of adopted standards or ordinance. The teeposaiiitity for the ede acy rd the desists nets We* with the designer. Ad d�tiom, dsiaiom m aanb u to dime drawings aAeti this date will will dols otwomos and will r.iuire a saubmhtd d to loaa daawigts for subsequent sppsovaL Final sc.ptance is subject so field l s/medtt b the Public: Wgain utillda Iapaaag Date: 3 l=ike r pk2 Y 5 i, Gf 5-t D941I tJR6 E FC? 2.E S i ,� E ry c,� oN LOr4 ONL 15 PART �F DOI -3$O PERM IT RECEIVED F EB 202001 TUKWILA PUBLIC WORKS MIDI -035 ■ P01 -370 c A r2 FAN TESTED CFM e 025 W6. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELBOW15I SO 41NGH 25 41NP4 70 3 50 51NCH 90 5 INCH 100 3 ED 6 INCH No LIMIT 6 INCH NO LIMIT 3 80 4 INCH (2) NA 4 INCH 20 3 80 5INICH 15 5INCH 100 • 5 80 6 INCH 90 6 INCH NO LIMIT 3 I00 5 INCH (2) NA 5 INCH 50 3 100 6 INCH 45 6 INCH NO LIMIT 5 125 6 INCH 15 6 INCH NO LIMIT 3 125 7 INCH 70 7 INCH NO LIMIT 3 GENERAL NOTES CODE UNIFORM BUILDING CODE REQUIREMENTS ARE TO BE FOLLOWED PER THE 1947 EDITION AS WELL AS ALL APPLICABLE CODES, AND AUTHORITIES HAVING JURISDICTION. BUILDING CONSTRUCTION TYPE, VN SNOW LOAD P.S.F. OCCUPANCY GROUP, R - 3 SEISMIC ZONE: 5 FIRE ZONE: 3 WIND SPEED: 80 MPH EXPOSURE CATF_SORY: B CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AND PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT 15 THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DESGREPANGIES TO THE DESIGNER AT THE TIME THEY ARE NOTED. FOUNDATION UNL.E55 A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER 15 PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERASE SOIL BEARING OF 2000 PST. TWO STORY PERIMETER FOO1I65 SHALL BEAR ILL° (MINIMUM) BELOW FINISHED GRADE. ONE STORY PERIMETER FOOTINGS SHALL BEAR 12' MEIN. BELOW FINISHED GRADE. SEE DETAILS ON SHEET *2. SEE TABLE 18-1-0 IN 1947 UBG. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. L TO BE THOROUGHLY COMPACTE DIREST ON D. FOUNDATI VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. PROVIDE 2"X2 "X9 /16° THK. STNL WASHER AT ALL ANCHOR BOLTS PER PPE UBG SECTION 18066.12. CONCRETE GLASS AND USE A - FOOTINGS AND 2500 5-4 FOUNDATIONS B - SLABS ON GRADE I. AIR ENTRAINING AGENT (5% TO 6 %) TO BE USED IN ALL CONCRETE FLATWORK EXPOSED TO WEATHER 2. POSSOLITH 500 SERIES (4 OZ. PER 100* OF CEMENT) TO BE USED IN ALL CONCRETE. 9. MIX MAY BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1904 OF THE UBG, 4. PATER - CEMENT RATIO PER USG 1905.1 REINFORCING STEEL ASTM 0615 GRADE 60, REINFORCING. STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED APPROVED RETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN AGI REPORT 315. CONCRETE COVER OF REINFORCING (PER LBC NIOT.7.1) 3° CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. I I/2° CONCRETE EXPOSED TO EARTH OR HEATHER 11/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR HEATHER 3/4° SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. LAP COUSIN VERTICALS. GLASS "A CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 92 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED. FRAMING ALL FRAMING TO COMPLY WITH UBC CHAPTER 25. NAIL. SIZES AND SPACING TO CONFORM TO ISO TABLE 25- II -S-I- 4 TABLE 25- 11 -5-2. FOR BOLTS SEE TABLES 23 -III -01 4 23-111 -B-2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH la MIN. CLEARANCE BET'S14 FLOOR JOISTS AND 12° MIN. CLEARANCE BETWEEN FLOOR BEAMS AND LUMBER STRENGTH (UNITS STUD`', HEM - FIRING STD GRADE JOI5, RAFTERS, (2X10) HEM - FIR *2, (2X12.) BEAMS, HEADERS, LINE '....5, BIRDERS: 4X10 4° NOMINAL DOUG -FIR *I b" NOMINAL DOUS -FIR *I GLUED LAMINATED TIMBERS, DOUG-FIR LARCH (24F -V5) MICRO -LAM LVL. LOADING, ROOF, IS PSF DEAD LOAD FLOOR: IOPSF DEAD LOAD CEILING, 5 PSF DEAD LOAD DECK, 5 PSF DEAD LOAD INTERIOR PARTITION: EXTERIOR PARTITION, PLYWOOD FIREPLACES MINIMUM F'C SLUMP SACKS /G.Y. 2500 5-4 51/3 EARTH EARTH IN PSI) F V 75 75 75 85 165 285 e 575 775 TOTS 980 1000 1350 2400 2800 ▪ 25 P5F LIVE LOAD + 4o PSF LIVE LOAD + 10 ME LIVE LOAD + 60 PSF LIVE LOAD 5 1/2 STRUCTURAL GLUED- LAMINATED LUMBER E 1,400,000 1,400000 I� 1.700000 1400000 1,600000 2000000 40 P5F SO PSF 15 P5F 65 P5F 7 P5F 10 PSF BOLT HEADS AND NUTS BEARING AGAINST 54000 TO BE PROVIDED WITH FLAT CUT HASHER.. WOOD BEARING ON OR INSTALLED WITHIN I" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2 X THICKNESS SHALL BE PROVIDED AT END. AND AT ALL SUPPORT OF JOISTS AND RAFTERS. B S TS. l KING SUPPORTS PROVIDE BLOC OR APPROVED BRIDGING AT 5' -0° OD. FOR FLOOR JOISTS, 10-0' FOR ROOF JOISTS. TYPICAL SILL BOLTS TO BE I/2" DIAMETER AT 4' -0" 00. OR PER SHEAR WALL SCHEDULE MINIMUM 7° EMBEDMENT. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAPLNGS SHALL BE 'STRONG TIE CONNECTORS" AS MANUFACTURED BY 51,50N COMPANY OR APPROVED EQUAL. PLYWOOD WALL AND ROOF SHEATHING SHALL SE I/2" CDX OR 7/16 0.50. EXTERIOR GRADE, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 10 PENNY e 6' PG. a PANEL EDGES AND 12 00. IN FIELD. SPAN INDEX SHALL BE 24/0. PLYWOOD FLOOR SHEATHING SHALL BE 5/4 CPU TG. (OR EQUAL), UNLESS OTERWISE SPECIFIED. MINIMUM NAILING SHALL BE 10 PERRY AT 6 O.G. e PANEL EDGES AND 10 0.G. IN FIELD SPAN INDEX SHALL BE 4000. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING.. AU_ EDGE. OF PLYWOOD IN FLOOR ROOF AND WALLS SHALL BE SUPPORTED. PLYWOOD EDGES AT FLOOR AND ROOF SHALL BE SUPPORTED AT EDGES WITH CLIPS, BLOCKING OR OTHER APPROVED METHODS. PLYWOOD EDGES AT WALLS SHALL BE SUPPORTED BY FRAMING MEMBERS OR BLOCKING, O5B SHEATHING PRODIEGTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOYED. .HALL BE DOUGLAS FIR FABRICATED TO THE REQUIREMENTS OF U.S. PRODUCT STANDARD PS 56. LUMBER SHALL BE OF GRADE TO PROVIDE NORMAL WORKING STRESS VALUES OF 2400 PSI IN BEND) 1100 PSI IN TENSION, 1600 PSI IN OPPRESSION PARALLEL TO GRAIN, 560 PSI IN PERPENDICULAR PERPEICULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATION 24F -V9). LAMINATED MEMBERS TJ ESE AITC CERTIFIED. USE WATERPROOF SLUE. WOOD TRUSSES TRUSSES SHALL BE DESIGNED BY A RESISTERED WASHINGTON STATE ENGINEER AND FABRICATED FROM ONLY THESE F CONTROL A . G E N 5 TO BE STAMPED BY TIE MANUFACTURER OR A QUALITY CONTROL AGENCY SUCH AS THE IW 9HIN6TON STATE TRU55 FABRICATORS S TY COUNCIL. ROOF TRUSS DESIGN SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION NON - BEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO SNEERS THAT THE TRIPS BOTTOM CHORD HILL NOT BEAR ON THE HALL APPPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO THE MAN GIRDER TRUSS. ALL ROOF TRUSSES SHALL BE FRAMED AND TED INTO TIE FRAME WORK AND SUPPORTING WALLS 50 AS TO FORM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL NAVE ALL TENSION MEMBERS PELL TIGHTENED BEFORE ANY LOAD 15 PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. TRUWES SHALL BE DESIGNED FOR UNIFORM LOADING. AS FOLLOWS: TOP CHORD 55 PSF OF TRIBUTARY AREA BOTTOM CHORD 5 P5F OF TRIBUTARY AREA TILE ROOF 45 PSF TOP CHORD 5 MP BOTTOM CHORD MASONRY FIREPLACES AND ONMNETS ARE TO BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE PORTIONS OF THE MC AND IEMG. FLUE LINER MINIMUM 5/8" FIRE CLAY (OR EQUIVALENT) PER IBC SECTION 9102 AND TABLE 91-TI. PLUS AREA PER 11130 TABLE 31 -A CHIMNEYS SHALL SUPPORT ONLY TIER 0WN WEIGHT UNLESS SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES ARE TO BE PROVIDED WITH TIGHTLY FITTING FLUE DAMPERS, OPERATED MTH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL, AND AN OUTSIDE SOURCE OF COMBUSTION AIR. MINIMUM DUCT SIZE OF 6 SQUARE INCA IN AREA, PROVIDED HITH READILY OPERABLE DAMPER LOCATED IN FRONT PART OF FIREBOX. PREFABRICATED FIREPLACES, CHIMNEYS AND RELATED COMPONENTS TO BEAR U.L. OR 1050 SEAL OF APPROVAL AND TO BE INSTALLED PER MANUFACTURERS .PECIPIGATIONS. HEARTHS TO EXTEND 20 IN FRONT OF AND l2 BEYOND EACH SIDE OF FIREPLACE OPENINGS. DOORS AND WINDOWS r I + E o R JR o WIDTH) MIN LANDIN68" STEP TO MIN 36" DEEP X ALL GLAZING TO BE PER FEED TABLE 6 -2 UNLESS NOTED OTHERWISE.. ALL SKYLIGHTS AND SKYWALLS TO BE SAFETY LAMINATED GLASS UNLESS NOTED OTHERWISE. FRENCH DOORS TO BE DOLELE GLAZED NON TESTED A56UNE1D U VALUE OF .9O, UNLESS NOTED OTHERWISE, WITH SAFETY GLAZING. FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 05 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD ASTM E 265.79. 51TE BUILT AND MILL WORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE BUT MUST BE MADE TIGHTLY PITTING AND WEATHER STRIPPED OR CAULKED. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 05 CFM INFILTRATION PER SQUARE FOOT OF DOOR AREA. EACH L16147 SHALL BEAR THE MANUFACTURERS LABEL DESIGNATING THE TYPE AND T ICKNE55 OF GLASS. IDENTIFICATION OF GLAZING, IN HAZARDOUS LOCATIONS SHALL BE IN AGGORDANGE WITH UBG SECTION 2406. PROVIDE SOLID CORED ORS • ENTRY AND FROM GARAGE TO LIVING AREAS (AS YELL AS ANY OTHER DOORS TO THE EXTERIOR): FRONDE SELF-CLOSURE DEVICE ON DOOR TO GARAGE, PER UBG 502A, EXCEPTION 3. SEE PLANS FOR: - MAXIMUM GLAZING AREA. - GLAZING. MFG AND MODEL NUMBERS. - WEIGHTED UA CALCULATION FOR SUB - STANDARD 6,21.. SAFETY GLAZING LOCATIONS AS PER MC SECTION 2406.4: I. INGRESS AND EGRESS DOORS 2. SLIDING GLASS DOORS, SWINGING GLASS DOORS 9. SHOWER AND BATHTUB ENCLOSURE-5 4. GLAZING W/ 11E EXPOSED EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION, 4 BOTTOM EDGE 15 LESS THAN 60° ABOVE THE WALKING SURFACE 5. GLAZING GREATER THAN 9 S.F. LESS THAN I8" ABOVE FINISHED FLOOR b. GLAZING IN GUARDRAILS T. GLAZING IN STAIRWELLS AND WITHIN 5' OF TOP / BOTTOM OF STAIRS. INSULATION UNLESS NOTED OTHERWISE, INSULATION TO BE PER WEED TABLE 6 -2 INSULATION BAFFLES TO MAINTAIN I" ABOVE INSULATION BAFFLES TO EXTEND 6' ABOVE BAT INSULATION. BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION. INSULATE BEHIND TUBS /SHOWERS, PARTITIONS AND CORNERS: FACE STAPLE BATTS FRICTION FIT FACED BATCS USE 4 MIL POLY VAPOR RETARDER AT WALLS USE PVA PAINT WITH A DRY CUP PERM RATING OF I MAX. HALLS BETWEEN HOUSE AND GARAGE R -I9 U.N.O. FLOORS ABOVE CRAWL- SPACES, GARAGE, R -I9 U.N.O. OR AT CANTLE /ER. OVER GRADE TO HAVE ALL ATTIC SPACES TO HAVE a CEILINGS R-90 (MIND U.N.O. DUCTS IN UNSEATED SPACES R-8 SHALL MEET REQUIREMENTS OF 1987 NAECA AND BE SO LABELED. GAS HATER HEATERS WASHINGTON STATE ENERGY CODE - TABLE 6 -2 WAG 5I -II - EFFECTIVE JULY I, 1998. TABLE 6-2 - PRESCRIPTIVE REQUIREMENTS FOR 5501P R OCCUPANCY CLIMATE ZONE I- MATINS BY OTHER. FUELS CFTION•NVAC GLARING 6LAZING DOORS OEILINi VN.LTEp WW.L WALL LIM WALL -ExT4 S sus5 EQUIP. % FL.oOR U%VALUE U -VALUE oeiLiss, AeoVE BELOW SOW ON ERIC. AREA GRADE GRADE SRAM GRADE III. HIGH N. MD. V. LOW VI. M ® VII. Mi®. 10% 125 21% 21% 2 90% 0.10 065 0.75 065 060 0.45 0.40 OM 0.40 0.40 0.40 0 A 0.40 0.40 R90 R90 R-90 R90 R90 R96 R90 R90 R90 R-50 R-90 R90 R-90 R -90 R -U5 R -15 R -14 R -19 R -19 R -14 R -19 R -19 R -I9 R-19 R -19 R-19 R -19 R -19 R10 R-10 R -10 R -10 R -lo R -10 R -10 • NOTE, SEE VISE,. TEL. 6-1 FOR PRESCRIPTIVE REQUIREMENTS FOR ELEC. RESTS, HEAT. • SEE 6LA2I6 SUMMARY FOR EMERCISED OPTION. I MINIMM REQUIREMENTS FOR EACH OPTION LISTED. FOR 555 -S E S. IF A PROPOSED DE91•N HAS A GLAZING RATIO TO R 21% GLAZE FLOOR AREA OF OM IT SHALL COURY WITH THE E REQUIRLT�T TH S OP E 21% BLAZING OPTION (OR H161E4./. PROPOSED DESIGNS C WHICH CANN IA OT MEET THEE B ^PE GIFIC REG UIR@ENTS P TTN OP A 9 LISTED OPTION ABOVE, MAY ALOAA7E COMPL C'NHAPTER 4 OR 5 O CODE. REQUIRE EAR APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. 'ACV' DENOTES ADJANCM FRAMED CEILING. 9 REQUIREMENT AFR-ICA..E ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS 4 BELOW GRADE VAULTS SHALL BE INSULATE EITHER ON THE EXTEt1OR TO A MINIMI4 LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE &RACE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO TIE MANIFACTURBLS SPECIFICATIONS. SEE SECTION 6023 5 FLOORS OVER CRAP- SPACES OR EXPOSED TO AMBIENT AR CONDITIONS, * REWIRED CTURED F R ITS I INSULATION ED USE, INSTALLED 6 NSTALLED ACCORD] To M M ACTIRER'S SPECIFICATIONS. SEE SECTION 602.4. 7 7 ESE OPTIONS SHALL EE APPLICABLE TO BUILDINGS LESS THAN T9+Ee STORIES. THIS WALL INSULATION REQUIREMENT DENOTES R -I9 WALL CAVITY INSULATION PUUS R9 FOAM SHEATHING. 9 MINIMUM HVAC EQUIPMENT EFFICIENCY REQUIREMENT, LOW' DENOTES AN AFUE OP 0.74, TED: DENOTES AN APUE OP o.76, HIGH' DENOTES AND ARE OF ODE. MISCELLANEOUS NOTES R: R10 R -14 RIO R -I4 R --10 R -M R -10 R -19 R -10 R -25 R -b R -29 R -10 I. GUARDRAILS TO BE 96 MIN. ABOVE FINISH FLOOR. 2. HANDRAILS TO BE 34• - 38 ABOVE NOSING, WITH HANDGRIP OF I I/O - 2 IN GRCE, .. .TION. 3. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPARE 4" IN DIAMETER CANNOT PASS THROUGH. 4. ONE HOUR FIRE SEPARATIONS BETYBN GARAGE AND DUELLING: INSTALL 5/8• TYPE X' GYPSUM WALL BOARD ON ALL HALLS AND CEILINGS, BEAMS, P0575 AND BEARING HALLS. STAGGER JOINTS FROM PLYWOOD BELOW WHERE APPLICABLE. 5. BEDROOM EMERGENCY EGRESS WINDOUNG MINIMUM NET CLEAR OPENING OF 53 50. FT., MIN. NET CLEAR OPERABLE WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEIGHT OF 24'. MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR. b. EACH SLEEPING ROOM SHALL BE PROVIDED W/ A SMOKE DETECTOR (INTERCONNECTED) PER SECTION 510.4. SMOKE DETECTORS SHALL BE PROVIDED W4/ A BATTERY BACK -UP. PER SEC. 910.4.19 AND, LOCATED PER SECTION 910,9,1.4, 1. ANCHORED VENEER SHALL BE PROVIDED WITH *22 G.A. X 3/4' CORROSION RESISTANT ANCHOR TIE5. THE ANCHOR TIES SHALL BE SPACED A MAX. OF 24' O.G. AND SUPPORT' NO MORE THAN 2 SQ. FT. OF VENEER IN SEISMIC ZONE 5 4 4 THE EXTENDED LES OF THE ANCHOR TIE SHALL LOOP AROUND A *9 G.A. CONT. HORS. JOINT REINFORCEMENT HIRE. INTEGRATED WHOLE HOUSE VENT SYSTM SPECIFICATIONS FOR THE 1997 VENTILATION AND INDOOR AIR DUALITY CODE FOR THE INTERMITTENTLY OPERATED INTEGRATED FORCED AIR VENTILATION SYSTEM. A. 50URGE SPECIFIC VENTILATION REQUIREMENTS EXHAUST FAN REQUIREMENTS, • A- BATHROOMS, LAUNDRIES, AND POWDER ROOMS - 50 CFM. • 025° W.G.. B- KITCHENS - 100 CFM o O -25° HG. RANGE HOODS AND DOWN DRAFT RANGES MAY BE RATED AT 100 GFM a 025' WG. 2. EXHAUST DUCT REQUIREMENTS A- BE INSULATED TO R-4 IN UNCONDITIONED SPACES. B- BE EQUIPPED WITH A 540505AFT DAMPER C- TERMINATE OUTSIDE THE BUILDING D- COMPLY WITH TABLE 3 -3 S WHOLE HOUSE VENTILATION REQUIREMENT. OUTDOOR AIR SHALL SE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE FORGED AIR HEATING SYSTEM USING TFE FOLLOWING METHOD, FRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLLOWING, A- BE SIZED ACCORD!. TO TABLE 5-5. 5- BE DUCTED FROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM FOUR FEET UPSTREAM OF THE FLENAGE BLOWER G- BE INSULATED TO R-4 WHEN LOCATED WITHIN HEATED AREAS. D- BE PR.OTEGTED FROM THE ENTRY OF INSECTS, LEAVES AND OTHER MATERIAL. E- NOT RECEIVE FRESH AIR FROM THE FOLLOWING AREAS: U WITHIN TEN FEET OF AN APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET IS THREE FEET ABOVE THE FRESH AIR INLET, 2) MERE IT HILL PICK UP OBJECTIONABLE ODORS, FUMES, OR FLAMMABLE VAPORS. 5) A HAZARDOUS OR INSANITARY LOCATION. 4) A ROOM OR SPACE HAVING FUEL BURNING APPLIANCES THEREIN. 5) CLOSER THAN 10' FROM A VENT OPENING OF A PLUMMENN6 DRAINAGE SYSTEM UNLESS THE VENT OPENING 15 AT LEAST THREE FEET ABOVE TIE FR-M AIR INLET 6) ATTICS, CRAWL SPACES, OR GARAGES, 2. THE INLET DUET SHALL BE EQUIPPED WITH ONE OF THE FOLLOWING: A- TIE INLET DUCT SHALL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL TIMER, OR B- A PIMP DAMPER INSTALLED AND SET TO MEET MEASURED FLOW RATES AS SPECIFIED IN TABLE 9 -2; OR C- AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELD MEASURED MINIMM NEGATIVE PRESSURE OF 0.7 INCHES HATER GAUGE AT THE POINT HERE THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENUM. 3. VENTILATION SYSTEM CONTROLS: AN AUTOMATIC CONTROL SUCH AS A CLOCK TIMER SHALL BE INSTALLED IN A READILY AGGES5IBLE LOCATION. THE TIMER SHALL BE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL AT THE TIME OF THE FINAL INSPECTION THE TIMER SHALL BE SET TO OPERATE TIE WHOLE HOUSE FAN AND MOTORIZED DAMPER FOR A MINIMUM OF EIGHT 1401R3.. THE INTEGRATED VENTILATION SYSTEM SHALL DEMONSTRATE COMPLIANCE WITH VIAQC SECTION 50220 BY EITHER ON SITE FLOW TESTING OR AN ENGINEERED DESIGN. DEMONSTRATION OF COMPLIANCE SHALL BE MADE AVAILABLE FOR THE INSPECTOR BEFORE A CERTIFICATE OF OCCUPANCY' WILL BE ISSUED NOTE, THE GOVERNING BUILDING DEPARTMENT RECOMMENDS THE INSTALLATION OF A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITH A MANIMUM SONE RATING OF IS AND SIZED ACCORDING TO TABLE 5-2 AND CONNECTED TO THE AUTOMATIC CONTROL TIMER THIS WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDING CAVITIES. INTERIOR DOORS SHOULD BE UNDERCUT ONE HALF INCH ABOVE THE FINISHED FLOOR. TABLE 3 -2 BEDROOMS 2 OR LESS 3 4 5 Gem MINIMUM 50 80 100 120 MAXIMUM 75 120 150 160 I. THIS TABLE SHALL NOT BE USED FOR CABLING UNITS CONTAINING MORE THAN 5 BEDROOMS. TABLE 3 -3 PRESCRIPTIVE EXHAUST DUET 51.1. I. FOR EACH ADDTIONAL ELBOW SUBTRACT 10 FEET FROM LENGTH 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE TABLE 3 -5 PRESCRIPTIVE INTEGRATED FORGED AIR SUPPLY DUCT 51ZIN6 NUMBER OF BEDROOMS 2 OR LESS 3 4 MINIMUM SMOOTH DUCT DIAMETER 6° 8° MAXIMUM LENGTH FEET 20' 20' 20' MINIMUM FLEX DUCT DIAMETER 8° MAXIMUM ELBOPE I (2) 3 5 1. FOR LENGTHS OVER 20 PENT INCREASE DUCT DIAMETER I INCH. 2. FOR ELBOWS NR EERIN6 MORE THAN 5 INCREASE DUCT DIAMETER I INCH. BASIC MECHANICAL SOLID FUEL BURNING APPLIANCES SOUP RUE. WARNS APPLIANCES INCLUDE AIRTISHr STOVES, FIREPLACE STOVES, ROOM HEATERS / PIREMJ:GE STOVES, FACTORY BUILT FIREPLACES, AND FIREPLACE 115ERT5. UNLESS OTHHERMSE ADOPTED BY KING COUNTY, ALL SOLID PEE- BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF 5EC1045 906 AND 408, U-ICC. HEATING EACH DRILLING ULT SHALL BE PROVIDED WITH HEATING FACILITIS CAPABLE OF MAINTAINN6 A TEMPERATURE OP 70 F AT A HEIGHT OP S' ABOVE THE FLOOR IN ALL HABITABLE ROOMS WEN TIE OUTSIDE TEMPERATURE IS AS SET' FORTH IN SECTION 502.1, WASIN6TON STATE ENERGY CODE. SECTION 510.11, UDC. sec �I D SPACES ( S TkRO MITCH4 THERMAL ENERGY MAY BE SEC. 201, W9JEL. BY PROVISIONS OF SECTION 101E1. EXCEPT AS EXEMPTED A - RUE- ERNN6 EGYIPMEUT LOCATED WITHIN TIE BUILDING ENVELOPE (CONSTRUCTED UNDER THE WASHINGTON STATE ENERGY CODE) SHALL OBTAN COMBUSTION AIR FROM OUTDOORS, METING TIE PROVISIONS OF SECTION 709, LIME. B - TO MSr THE PROVISIONS OP 5ECTION 806.1 U.M.C. HUE- E- BURNING EQUIPMENT LOCATED OUTSIDE TIE BUILDING ENVELOPE SHALL BE VENTED C - DUCTPIORK, LOCATION AND SOURCE OF COMBUSTION AIR REFERENCE 550TONS 702 - 707 U.M.C. NJ_ WARM -AIR PUOL'CES SHALL BE LISTED AND LABELED BY AN APPROVED MERCY AND INSTALLED TO L15T157 SPECIFICATIONS, 5ECTION 504, LEG. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONTAINED SPACES SHALL BE 5o LISTED. SECTION 904 MC. NO HARM-AIR FJRNACE5 S+W_L BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE PITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE EXCEPT DIRECT VENT FURNACES, ENCLOSED FURNACES AND ELECTRIC. HEATHS FURNACES. SECTION 5045 (5), MC. NO HARM AIR 5155 CE SMALL BE INSTALLED IN A CLOSET OR ALCOVE LESS THAN 12° WIDER THAN TIE FURNACE OR FURNACES INSTALLED THEREIN PITH A MINIMUM CLEAR 15051055 SPACE LESS THAN 9 ALONG TIE SIDES, BACK AND TOP OF THE FURNACE. BECTON 9042 (U, UMG. LIQUE'ED P51501554 GAS-BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BA5E.ENr OR SIMILAR LOCATION MERE HEAVIER- THAN -AR GAS MIGHT COLLECT. APPLIANCES SO RELIED SHALL NOT BE INSTALLED IN AN ABOVE -GRADE UNDER -FLOOR SPACE OR BASEMENT mess SUCH LOCATION IS PROVIDED MIN AN APPROVED MEANS FOR REMOVAL OP UEURIED GAS. 5ECTION 5043, UMG. HEATING AND COOLING EQUIPMENT LOCATED IN A 6ARA6E AND WHICH GENERATES A SLOW, SPARK OR PLANE CAPABLE OF I6NITNG FE.AMAADLL' VAPORS SHALL BE INSTALLED WITH THE PILOTS AHD MR CS S OR HEATING Externs AND SWTCHES AT LEAST IS INCHES ,U DO D 155 FLOOR LEVEL. SECTION 505.15, 1540. FIRE DAMPERS HEED NOT BE INSTALLED IN AIR DUCTS PASSIM THROUGH THE WALL, FLOOR OR SEEING EARATINS A RESIDENCE (6RCUP R DIVISION 5 OCCUPANCY) FROM A ARE CONSTRUCTED OF ETffi- HAVING A THICKNESS NOT LESS THAN 0.014 NCH &ALVANIS:ED SHEET 6.6E) AND HAVE NO OPENINGS INTO TIE 6ARA4E. SECTION 5024, LEG. WARM -AIR 515(6CE INSTALLATIONS IN ATTICS OR CRAW- SPACES SHALL COMPLY WTI SECTIONS 514, 920, AND 5041, 5045, 706, UMCC. E' TO SE VENTED SHALL RE CONNECTED TO A 55(1156 SYSTEM COMPLYING ('MYTH CNAPIER 8 , AND TABLES NOS. 8-0 AND 6-C, LIMO. EVERY FACTORY BUILT GHIMEY, TYPE L VENT, TYPE B BAG VENT OR TYPE BW GAS VENT SHALL SE INSTALLED IN ACCORDANCE WTH THE TERMS OF ITS LISTING, MAREACTURERS INSTRUCTIONS AND THE APRICNILE PRA/. OF NEC5 809.1, 601, UN40. A TYPES OR BW BAS VENT SHALL TERMINATE FI2 SEC. 806.4 N TEL. 8-A 1*4E. A TYPE L VENTN6 SYSTEM SHALL TERMINATE NOT LESS THAN 2 PEST ABOVE TIE HIGHEST POINT WERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2 NHEFER THAN ANY' PORTION OP THE BUDDING 51515 10' OF TIE VENT. SECTION 6063, UML., TABLE SA VENT CONNECTORS SHALL ee INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE S LOCATED AND SHALL NSE COMIC *'TED TO A CHIMNEY OR VENT IN SUCH A MAKER AS TO MAINTAIN TIE CLEARANCE TO COMBUSTIBLES PER TARE 5-C., 6055, UMC, DUCTWORK A - DUCT SYSTEMS SHALT- BE OF METAL AS SET FORTH IN TABLES NOS. 6-A 6-9 AND 6-0 OR FACTORY -MADE AIR DUCTS COMPLYING MTH MC. STD. NO. 6-I, IN-MC. FURNACE AIR DUCTS IN THE GARAGE THAT PASS THROIW#T THE LIVING /GARAGE COMMON YIALL SHALL BE NO. 26 606E STEEL OR THICKER B - JOINTS AND SEAMS SHALL BE SUBSTANTIALLY AIRITEHT, SECTION 6013 (G), TABLE NO. 6-A (RECTANGULAR DUCTS) AND TABLE NO. 6-8 (PLAT, OVAL AND ROUND DUCTS), HMG. C - INSTALLATION OF DUCTS SHALL COMPLY WITS SECTION 605, INC. D - DIET INSUL<:TON SHALL BE INSTALLED IN ACCORD. WITH TABLE 9-11 WSEC- INFILTRATION CONTROL I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENIN59 EMYEN HALLS AND FOUNDATIONS, ECTEEN WEALD AND ROOF AND BETWEEN PALL PANELS; OPENINGS AT PEETRATTONS OF UTILITY SERVICES TNROU611 WALLS, FLOOR AND ROOFS; AND ALL OTHER SUCH OPE4i146S IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANES INTO UNHEATED SPACES, SHALL EE SEALED, CAULKED, 6ASKETED OR PEATNERSTRIPPED TO LIMIT AIR LEAKAGE. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR LEAKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION DOORS BETWEEN RE91DE4E AND 6ARA5E ARE NOT CONSIDERED FIRE' AND MUST MEET THE ABOVE REQUIREMENT. 5. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO OMIT INFILTRATION INTO OR FROM TIE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD A5114 E 285 -75. SITE -BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER- STRIPPED, CAULKED, AND MADE TIGHTLY FITTING. 4. RECESSED LIGHT FIXTURES TO LIMIT AR LEAKAGE PER Y5ECC SEC. 502.4.4. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED MERE CEILINGS ARE APPLIED DIRECTLY TO TIE UNDERSIDE OF ROOF !LAME RS, AND AT EXTERIOR WALLS. A 6ROIUND COVER OF 6 MIL. (00067 BLACK POLYETHYLENE OR EQUIVALENT, SHALL BE LAID OVER TIC GROUND IN ALL CRAPE SPACES. THE 6ROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SMALL EXTEND TO THE FOUNDATION WALL. TIE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/500 OF THE AREA OP THE VENTILATED SPACE PROVIDED A VAPOR RETARDER HAVING A PERM RAINS NOT EXC IN6 119 INSTALLED ON TIE WARM SIDE OF THE INSULATION THE VAPOR BARRIER BEHIND THE BATHTUB MUST NAVE A FLANS- SPREAD OF NOT GREATER THAN 25 AND A SMOKE DENSITY OF NOT GREATER THAN 450. USG WC. 7075. HEATING EQUIPMENT REQUIRED HEATING SYSTEM 15PI019NGIES ARE DETERMINED BY THE TYPE OF GLAZING INSTALLED. FOR A BREAKD055 OF REQUIRED HEATING SYSTEMS FOR EACH TYPE OF GLAZINN6, SEE 'SGEC TABLE 6-2 ' IN 6EERAL- NOTES. GAS HVAC UNIT5 SHALL SE ISOLATED PROM LIVING AREAS, SET ON TOP OF AN 18 H16H - I HOUR PLATFORM, AND HAVE COMB. AR DUCT AND EXHAUST FLUE PER ALL APPLICABLE CODES. HVAC EQUIPMENT FOR L054-RISE RESIDENTIAL SHALL EE SIZED NO GREATER THAN 150% OF DESIGN LOAD. HATER TANK TO BE LA ED PER 1987 NAEGA. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE R -10 INSULATION UNDER ELECTRIC. WATER HEATERS 25 6R4 FLOW RESTRICT055 ON SHOVERS TUNS AND LAVATORIES. FIREPLACES - (SITE BUILT AND ZERO - GLEARANGE) MANUFACTURERS INSTALLATIONS INSTRUCTIONS TO BE ON SITE FOR FRAMING INSPECTION FIREPLACES SHALL BE PROVIDED HITH, A - TIGHTLY FITTING FLUE DAMPERS, OPERATED MTH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL. B - AN OUTSIDE SOURCE FOR COMBUSTION AIR. MINIMM DUCT SIZE OF 6 SQUARE INCHES, WITH READILY OPERABLE DAMPER. OUTLET MUST BE INSIDE FRONT OF FIREBOX. C - TIGHTLY PITTING 6LAS5 OR METAL DOORS WITH A FLUE DRAFT INDUCTION PAN. SOLID FUEL-BURNING APPLIANCES/0OODSTOVES SHALL BE PROVIDED WITH, A - OUTSIDE 5D,RCE COMBUSTION AIR DUCTED DIRECTLY TO THE APPLIANCE. B - OUTSIDE SOURCE COMBUSTION AIR SHALL BE PROVIDED PER SPECS. C - TIGHTLY FITTING GLASS OR METAL DOORS MANUFACTURERS INSTALLATION INSTRUCTORS TO BE ON SITE FOR FRAMING INSPECTION WATER HEATERS WATER HEATERS ARE REQUIRED TO MEET THE REQUIREMENTS OF 1957 SAEGA STANDARD AND EE LABELED AS SUCH. IN ADDITION, ELECTRIC WALTER HEATERS INSTALLED IN UNHEATED SPACES SHALL BE PLACED ON AN INGOMPRESSISI E SURFACE OR FLOOR INSULATED TO A MININM OF R -IO. 6AS WATER HEATERS PULL BE MOUNTED ON AN 18" 1416H PLATFORM WITH COMB. AIR DUCT AND EXHAUST FLUE TO OUTSIDE PER APPLICABLE CODES. APPLIANCES DESIGNED TO EE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PUCE. SUPPORTS FOR APPLIANCES SHALL BE DESIGNED AND CONSTRUCTED TO SUSTAIN VERTICAL AND HORIZONTAL LOADS WITHIN TE STRESS LIMITATIONS SPECIFIED IN THE BUILDING GODS. STRAP THE HATER HEATERS AT POINTS WITHIN TM UPPER I/9 AND LOPER 1/9 OF ITS VERTICAL DIMENSION RIMER POINT SHALL' BE MINIMUM 4 ABOVE CONTROLS PIPING INSULATION PIPING FOR HOT WATEPJSTEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT PLATER 555005 SYSTEMS IS REQUIRED TO BE INSULATED PER SEC. 5015.11, TABLE 5-12, PI/SEC.. SERVICE WATER PIPING TO BE INSULATED (5TH 53. SKYLIGHTS , PER UBC SECTION 2409 S50555S NEED NOT EE PROVIDED AT SKYLINE'S WHEN FULLY TEMPERED GLASS IS USED AS SINGLE GLAZING PER SECTION 24099, EXCE 4, OR BOTTOM OF PALMS OF INSULATING GLASS UNIT AND IF ALL OF THE FOLLOWING CONDITIONS ARE MET. A - THE GLAZING AREA DOES NOT EXCEL 16 SQUARE PIET. B - THE 14164l5T POINT OF THE GLASS IS NOT TO BE MORE THAN 12' ABOVE ANY WALKING SURFACE OR ,ACGE551BL.E AREA C - TIE NOMINAL THICKNESS OP EACH RUNE DOES NOT EXCEED 346°. D - SCREENS ARE REQUIRED FOR ALL GLAZING AND SKYLIGHTS LOCATED MORE THAN 12' ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA. PLUMBING WATER CLOSETS AND ASSOCIATED 1 VALVES THAT DO NOT USE MORE THAN lb 6ALLON9 PER PLUSH. SPECIFY NON-REMOVABLE TYPE BACCFLOW PREVENTION DEVICE AT ALL HOSE 51E6 INDIVIDUAL CONTROL VALVES OP THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE AT THE SHOVER)!!! AND TUB - SHOWER COMBINATON SHOWER SHALL BE FINISHED (5TH A SMOOTH, HARD NONABSORBENT SURFACE TO A H ekSHHT OP NOT LESS THAN 70 *GEES ABOVE THE DRAIN INLET. WHE4 GYPSUM BOARD IS USED AS A EASE FOR TILE OR HALL PANELS AT SHOWERS, HATER- RESISTANT GYPSUM BACKING BOARD SHALE ee USED I understand that the Plan Check approvals ar subject to errors and omissions and approval plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of i proved plans acknowledg B Date Permit No /J -: ^ "T M SEPARATE PERMIT REQUIRED FOR: ECHANICAL ELECTRICAL IG LUMBING AS PIPING CITY OF TUKWILA BUILDING DIVISION i COPT REVISIONS 4e� Ta , F , Cr 1 � 3J :lC,. L ,. \ LL REO AEA NEW RE CLODS A0 0010,X PINK QITY O F memo NOV t 9 2001 PERMIT CENTER pp! -3'70 HEW FEES. DATE, II -OS0I FILE e, COVER PROJ M 0114 -� MINE I O< FOUNDATION FRAMN6 t FOUNDATION FRAMING AND FOUNDATION DIMENSION - FINISH PER ELEVATION O/ 15 LB. 8LD6. PAPS OR 0/ R SVEATHIN6 TI PER PL AN Z L AwIS '�' a/ I - 2X4 STUDS • R -19 BA,. IN! DIMENSION - 2X4 STUD'" a IV O.G. R GATT. INSULATION FRAMING AND FOUNDATION DIMENSION WRAPS AT ROOF REINFOR�IT DIMENSION FINISH PER ELEVATION O/ 15 LB. BLDG. PAPER OR AIR INFILTRATION BARRIER O/ SHEA THING PER PLAN � 2X4 STUDS • 16 O.G. ' .1 � �I RAS BAIT. INSULATOR - Levers a sour &Lys 2. NAILS VORTICAL NaUEORTAL FINISH PER ELEVATION O/ 15 LB. BLDG. PAPER OR AIR INFILTRATION BARRJER O/ SHE ATHING PER PLAN I P�RES E T SILL AND 12' MAX FROM 4 ENDS, OR PER SFEARWALL SCHEDULE; 1' MIN. EMBEDMENT 4' GONG. SLAB {. Oil I 1� H , I .1 = . I '. 44 ) ��I ��I I f....74111 1•795,1949 2X4 STUDS AT le O.G. I ewer 2 OR STORM u OA. 60 LOe 12•A. 6O" LO. (4) 5/0 S LOIN (V Oro5..' a" SONS 10 o/ (4) JOISTS Io10 o/ (41 JOISTS (4)20d eA JSr. (N 20d EA JST. (4. .a [4) b • u • a, • �! ' , 1' R -14 BA, INSULATION r -9/4" GLUED AND Nw " i00R FINISH FM ELEVATION O/ IS LB. BLDG. PAPER OR O % 9FEATHIN6 INFILTRATION PLAN I�I / , /� �: =1 -7 -19 R -19 BAIT INSULATION 9 / 6L UED e AND NAI R -19 BATT. INSULATION T ., /.,! ' /, /•� 1 . tai '► �7 _ R -19 GATT. INSULATION N 9/4' Tib PLYWOOD SUBFLOOR EXT. SLUED AND NAILED. WRAPS AT MOOR 9/4' T116 PLYWOOD SUBFLOOR EXT SLUED AND NAILED. . r STRAP BOLTS 2886 NA. u I snare 12 SA 46• LONE RH WV' a• Low T-o• 01 (4) xnsrs A/ led eA .07. (e) a R> • Is. Z e4111 r llilllllll „"",.�„ HOOD rwiatat / 1 0 WOOD I� //l , 2 ere a smiles u erA 40 LONS (S 1 Oro S Lao ro of (4) -loners Al led EA. Jar. OPTIONALIM X FLOOR -GT OR T 7.11.'S PER PLANS J TRIM OPTIONAL FLOOR J5T OR T. .1.1.5 PER PLAN`; MEMBRANE I �v" X FUR JETS OR TAILS PER - A�marw. • x u SKIS PINKIE a wr wNV vol.re a r ANCN r (roar Arm Room U x nwVlvev role eneN Aov aT roue •v+ rxr o . ra o TK x Mer rLwN ww. N+eee 21 D. AovmoNAL •veRTluL ReIir01•Glw BARS sNDUn x rROJID® raR eACH AvomoNAL aa.♦v er eoL rs 4' GONG. SLAB = Z (I)4A R - - II ..- d 2X4 PRESSURE TREATED PLATE W/ in' DIAMETER ILL A = Z (U Sq BAR `\ iii --- I 2X4 PRESSURE 'TREATED PLATE W/ In' DIAMETER ILL r 1rMiwsNMt _ __ JSTB • • " 7 J. - - PLANS Is , I P L I_ d a *** alw Arm SEI"AIO A***4= . T u*- e A ePeurla 17r Ie rRa eYERY M 191., Y oR ealecnere nllnrei• aHw.L RTE I.EINIYJMftO KITH NOT Leee THAN 4 NO.4 STm. ReINPORDIw slut•! Co roesso TO Tie r reOVISIONS Or ONAPTER 24088 2e aR Tie UBL. Tie BAR! SHALL exrem M PILL ICNNtf Or M GHIMNK AND SHALL BB eRlc® IN AGGOROANCB WI'M M ArRIGABLE ReanRO -erne err clurrncs 21 A. 2s. De aw >tw.L Be TIED NoRrzoNrALLr AT is INreRVALs KITH NOTE LESS THAN I/4 DIAMETER STEEL TIES TWO TIC SHALL ALSO BE PEAL® AT EA.. Elm IN ANcHoRlso V THE G a I� 'WITH ere. ITTH W A IO AR n6 OR STEEL IEE ERT RE A graT 12 INro BAAS IN THE anBe PAOe or De c.o., • EACH STRAP "HALL BE rAsTe>m To Tie sTACnMA_ rRAris.RK err THE BUILDiw KITH (2) 1/2• BoLTs FER STRAP. p.m ne JOISTS DO NOT HEAD Iwo THE cHiMNEY M ANCHOR sTRMS SHALL Be Car•ETTED TO 2• x 4• TIC c.w.o. A MINIMUM or roue -lows. THE TIC sHALI. se comecTeo ro ruH JOIST ruTH Cy I e Perarr NAILS. GONT. TOP I I A Poi ND 12' MAX. PROM ENDS, OR • SIEARYNAl1 9GFWULE; Z T' MIN. B•1t3EDMENT CONT. TOP Ij I d AND u MAX. PRLR4 E NDS, OR Z PER SHEARY4V.L SCHEDULE; T' MIN. EMBEDMENT r r I S TU B dlT - S4 e IS' O.G. ►l III - I J I 2X4 PRESSURE TREATED SILL M'tETgR PLATE W/ In" DI 2' ANCHOR B u 5 71!6 OUT M4X24'I a 16' O. (I) 114 G I II ` - 2X RIM 4X BEAM -SEE PLAN ::sL - III -I 7I6HTL1N7 - LL I • - L ♦ L 1 T161ffLINE - STORM I - I I I I I I I I ST ORM • IF RF1 I I 114 VERT. AT Ib' O.G. Ip 6 MIL. BLACK VAPOR BER 88 4 VERT. AT Ib' O.G. dJ ' ►�- Ib ' O.. = ... �\ 16 O.G. Z S � U IL ` L LAG b MIL. BLACK V8. ` , 1'-`1 `, I . d. �i (" -I I I-1 \ I -II .801 - 1 I - - 4 / \ 1 1' 1 / _ • 11 I I (2)N4 GOVT. ROT. �q \ / L \ ' . _ - III - II (2) B4 CANT BOTTOM \ I / ` 1 1 • ` , • 1" 4 - �C ,-,-.L. VAPOR BARRIER (2) *4 (iQRT. BOTTSCALE •, _ , n " q FDN. PRA 4'3"4' b J/ fI SC ALE , I . I' -0' \ 4 PER \ � 8 � I q Q g 4' SP . PEKE I T : b ,� FD DRAIN a . ,h per FDI� �� �� ,OM,..., I'-O• 1 "ll �I AI FDN. DRPAI SCALE , 1" • r-ce �F � SCALE I= • I' -0' 3 PORCH SLAB /FDN. DRAIN 4 PORCH SLAB /RAISED FDN. 5 WIND $ SEISMIC TIE STRAPS 7 6" FDN. WALL 0 Si' FDN. WALL FRAMING AND FOUNDATION 2X4 PRESSURE TREATED SILL FRAMING 6 FOUNDATION DIMENSION 16' FRAMING DIMENSION NOTE. SEE scieal.E FOR Howz.. vcRr. Rellr. 4' BRICK VBEBR O/ PAPER OR AM INFILTRATION BARRIO O/ SHEATHING PER PLANS - CORRUGATED METAL PIES AT 16' ac. EA. WAY - � y / T �.. _ 2X4 STUDS AT 16" O0.C. DIMENSION FINISH PER ELEVATION 0/ IS LB. BLDG. PAPER OR AIR INFILTRATION BARRIEtI O/ SHEATHINb PER PLANS Z- FLASHING I PLATE W/ In" DIAMETER ANCHOR BOLTS O END AND 12" MAX FROM ENDS, OR O � �' 1A1 0 • �� =' 2X4 STUDS AT 16 O. G. 5/6" TYPE 'X' 6118. • ALL 4" BRICK VENEER O/ 15 LB. BLDG. PAPER OR AIR INFILTRATION BARRIER O/ SHEATH!N6 PER PLANS M ES AT lb" OG. EACH WAY 11/I / CII • ` i1 -_ � i .}i' CJ ��' � � .�lj 2X6 STUDS a OG. R -19 BAIT. IFSULATION r R - 19 GATT IN511LATION S /4' Ttb PLYWOOD SUB FLOOR EXT. GLUED AND NAILED � 1 1 S• cNU ru (2) .y ./OeT_ .. VOA ��' . GEILM6/PLOOR JOISTS era rur ru f2/ Ie PBNY NAILS E/. JOIST 11 I { I 2X4 STUD G. , PER SFEA SGHEDU.Er T MIN. EMBEDMENT COMMON LIVING WALLS. R- 19 BA,. INSULATION I I 2X4 PRESSURE TREATED SILL PLATE NV In' DIAMETER ANCHOR BOLTS AT 4' - 0' O.G. AND I2' MAX. FROM ENDS. OR PER SHEARWALL SGIEDI1EEr T ' MIN. EMBEDMENT T.O. TA. / j (4 JOISTS MIND uNra_w..oNCY Duet THE FIRB°LACE oPSUw SHALL Be BIPPOreTt� BY A NoN�.Irt�e115naLe LINTEL. cormTwOnoN EACH cNlMer SHALL re so CONSTRUCTED As To SMELT coNVrr Ewe swsse nor ...VI. THE MAxlr4M IN TEMPERATURE Pon TABLE No. >7-0, u i. ro sHAU�BE�cAPAw.e �rleoa�iclw A DRAFT AT THE APPLIANCE HOT LESS n4W THAT REWIRED NOR SAFE oreaAnorL ST®_ 9TRM AT LEAST 12' INTO ne GXMer KITH A IDA eem 2X4 PRESSURE TREATED SILL PLATE WI In' DIAMETER ANCHOR BOLTS AT 4' -0 O.G. AND 12' MAX. FROM ENDS, OR 1�1 SHEARYTALL EMBEDMENT • SCHEDULE, 4' GONG. SLAB O/ : VAPOR BARIiIEi 0/ 4' 6RMULAR FILL 9/4' EXT. Ttb PLYWOOD SURFER. SLUED AND NAILED. ! _' ! 111 FADE STAPL STAPLED. -� • BRICK AND GW BELOW 7Q FaN. 92' O,G. -_ SOLID 6ROJr BELOW Pi.ASNINb . .. O VER FRAMINb AND : ► � N ill I a ' ' ` 1 4' GONG. SERB O/ -{ b MIL. VAPOR BARRIER 0/ 1 4 . 6RAWLAR FILL % % i� ��' BATON WALL ,.?r SOLID bRG{/T BELQ{ 1 FLASHING '✓ r1 I 11/V ' 2X FLR ► I /111/ 11111 11111111,11 J57'S OR TJ.1.5 PER PLANS TRIM I f J I � ' � •S lA /,ll, /�' /, /, /,�� /, /j /j /jljl 1 2X .. - • ST OR T.J.1.5 PER PLANS ' i / I STEM WALL PER GRADE CONDITIONS 4• CONGA SLAB O/ I ER O/ MIL 6RANIL AR / , / / &•, Mil TH e exTO15ION ARauv e VBRT. Rehr. B•Je3 IN Tre A Tr aurae FACE or THE CHIMNEY. ailaK( OUTSET. MASONRY MASONRY GNMEYg MAY BE 0,5E7 0,5E7 AT A SLOPE OF NOT MO a nNN 4 ING ES IN 24 ING r3 BUT NOT MOPE THAN Tio THIRD OF ne vI ...R N IN THE GAMEY M TIE DIRFinoN of THE OFFSET. ..RE LINE, THE LIMNS LIMNS SHALL BE cur ro FIT CHARM M Sff CR SHAG CHANSES M 1. "Q OR SHAPE CV A TI MASOIRr CHIMNEY. weNe THE GNMNeY PAW. THRGLSH E ROOF, SNALLNOT@ 438ETH E THINADISTAW THRO D OR SHALL a EET a REDUI ERTNTS o SE TI 510 UB.c. sHAIJ. r4�r Tie RmulReNS:re a SECTION mot uBC. SW._ BE OAREFLLLY WOOED IN APPROVED MORTAR WnN OPTIONAL - \ = z (I) M4 BAR ► I •D -\ � Z a \ A LINE OF W. SLAB • PORPORCH f (2) 884 BAR ' . � # PLATE T 51 ANC BOLTS AT 4' -0" O.G. AND I2 MAX FROM ENDS, OR PER 9FEPIRYHALL SCHEDULE; 7' MIN. EMBEDMENT' Z e0. 76 LINE OF T.O. SLAB • PORCH >! II• • �-j FIB + f CONT. TOP / d d R -19 BAIT. INSULATION (U *4 BAR CANT. TOP 6 MIL LA VB d.r 1 ` �+ 4 d. d ; 'ddd - (2) *4 BAR f 0,,,,, TOP 4" G.M.U. .M II I I - L L I CANT. TOP 4" G.M.U. M.U. . I I • T6HTLINE I I I -III- STORM DRAIN I - I I : L > o"o"o`•o"o"o"o"o"o"o" >0000000000000 n - I ' O O,.^ N' I � � . . T ^ O , 2 0 0 0 0 O„O riser Les II -III -I - S. IF I 1 1 L -I - I I- T 6H7 L INE 470R ORA I - I ( I REaIIIRED l - III FGUNDATON I J"O'•O"O"O' °- O;', 0 0 0 0 0 0 0 - I - III I i I � LI I - I N - . . VERT • Ib' O0C (2) 0 4 CONT. BOTTOM •0 _ S - \ ' 11\ e0 , / l`\ • 1 / _ VERT. • 16' 0.C. . 2) e4 CONT. BOTTOM ' �. e 0 / 1 4l I I I I -I I I i I I f I d d e4 VERT. • I6O0. *4 - L 1 , 114 VLRT. • Ib' O.G. (2) 114 COM, BOTTOM • «. 1 \ / d d d (2) corm BOTTOM s i1GJAR EARTHQUAKE TRAPS (WRAP AROAID VERT. REO P. 6• MIN Jo closefilrnNaJOINT" LEFT "400m ON TIE helve SCARS , IQ• , Igo• 4 ' . = " b" "L •ONE ST ORY 4" 8 4" y 4r f � 4 m PERF. L'Q'� L 8 4' �� L \ a• a PBtP. �4 "� 8" L4 " I SCALE I' • I' -0' R FDN. DRAIN , 4 A� Q e T WO STORY SCALE , I" • 10" 4 8 " 4 i4 SCALE , {• • ILO" •I AI A I d l SCALE , I • I FI7N. DRIN R 1i '-O A � FDN. DRA 6� TYPICAL GARAGE FDN. ( -) HOUSE /GARAGE FDN. � a RAWL SP. @ BRICK /STONE VENEER Q i n E f r ' n GARAGE I I/4' • MIN. 2' 6 MA CONT. HANDRAIL II FDN/BRICK NOTE, ME P A SPHERE ANY BALUSTERS TO U3G SPACING BETWEEN ERS T 4 A MAXIMUM OF 4" DIAMETEP. OPERItiS• AND HANDRAILS SEC. 1009.99b VENEER INTERMEDIATE GUARDRAIL OF 4' NOT PASS THA SHALL NOT PA55 THROUGH TO CONFORM t 509 1 0 SECTION THROUGH CHIMNEY G1 D APP�1jE _ 1 1 20 DEC '�U 1 IR BO BE AM p v DPI' E111� 9/4• Ti& PLYWOOD S E LOOK EXT. SLUED AND NAILED R -14 BATT. INSULATION MIN. 5/4" T4,9 PLYWOOD CRICKET \ `1 \. (2) 2X4 2 I X 6 GUILT -UP CURB SKYLIGHT TO CONFORM W/ UDC. SECTION 2409 PER SKYLIGHT SIZE P PANEL PLANS W/ 4' MIN. CURB FLASHING AS RA UPPER P ANE BY MANE. (IGNE ii A UPEL PL �- _ _ I� ////1// 1111 //�,////1// /� 2X SOLID BLOCKING /�/�_ r / 1 111111111 ,�„/,,,,,' _ NAILED NV T. BARS e i 2X4 , HAILERS ♦V �' q 2X4 I IT'LL FRAMI TO BE SAFETY WEN THE UPPER TO a TO ` `�,•• ■ a ! (2) 2X4 ` - 6LA%) THE SKYLIGHT IS 12' ABOVE TIALKINS SUIRFACE, THE COYER PANES ARE BE LAMINATED GLASS. BEYOND RAFTERS OR TRUSSES /I I / �� \ Id ' A 31' - 6' MIN TREAD WIDTH it F FRP'MIN6 ' IIIII 111 C OVER BOND BEAM 6' M 15 T B DE L' TIES AT EACH .. I A (2) • ITV AND' (2) TIES - RIM JOIST SEE ' pLgpLy • EACH LEND IN VERTICAL / V F1 ftAHIN& 26 6A. 2: 2X FLOOR JOISTS OR T.J.1.5 PER PLANS BEAM PER PLANS 2X FLOOR JOISTS OR T.J.1.5 PER PLANS A 2164 BLKN6. 4' MIN. AT NARROWEST POINT OF WINDER it 'I '1 • - - : 2 LAYERS - '�• 5 / BELOW STAIRS METAL POST TO BEAM PC44 • 4X4'CPOST PG46 • 4X6 POST PoST PER PLANS BUILDING PAPER TO KRAFT WATERPROOF BEAM PER PLANS POST GAP - 2X T L S Z NATAL POST i \ ` \ 51MPSON M1210 OR EQUAL BASE P • 4X4 POST \ PB46 • 4X6 POST b MIL VAPOR BARRIER BE OR EQUAL �f • 4 POST PER PLANS TREAD i� - _ ` d ` (h) 2X12 SPENCERS FIRE BLOCKING a MID - SPAN t e WALL REF, RESISTANT METAL 91 8, BON[ BF-AM PI/ Q , ALONG ST RINGER BETWEEN STUDS AND AT TOP AND BOTTOM OF STAIRS BLOCK NOT TO SCALE 5/6' • TY PE ' 6.14B. VB. 5/ J t 4 d • Q II $ / 41141.111 NOT TO SCALE - _ .. \ "-III= - 1I I- O ` •' - _ I I -1I I -I ' Zf ° II��� 2X4 THRUST ( SPLICES. IF Gh exceeos 40• r AREAS OF FLUES, THROATS AHD DAMPERS FER TABLE 5I-A U.B.C. `^' MIN A ND SIDE MIK MAT I h ARA (9) e'4 SARA GONTNUOUr EA. MAY a ISO ISOLATED FT65. SEE ISOLATED FT6. IM. 2,0" NOT TO SCALE Na, TO SCALE ►� ��/ ' CONTINUOUS FOOTING 122] SUNKEN FLOOR �3� SKYLIGHT DETAIL TYP. INTERIOR STAIR \ ,' \ f/ " "&Mail COMP. SHINGLES 0/ 15 LB. FELT 0/ In" GDX PLYWOOD OR CEDAR _ G/ 90 LB. ELT INTERWOVEN O/ IXb SPACE:, SHEATHING 0/ 2X RAFTERS NSNSULA DAME "G. 12" ASV. INSUL. 111)\411#42131 TOP RAIL • 5 9/6' OG. RAIL 21(4 P.T. DEGKIR6 �� 2X6 P.T. rwr I. �, 2X4 PICKETS ii 2X4 BOTTOM 4X4 POST • GL09E- FITTING DAMPR OPNb 912E T MIN 90% OF REQT7 O FLUE E AREA. .. � I i G AIRSPACE VENTED 2X BLACKING ► ► ► ► ► ► ► ► '�� ��L,_,�,1'l'l'LI,1,J�1'` - W/ TOENAIL PER ;=: 0.C. 7RI1S5 PERPL) ►_ �I •I � � /� 1a ': I UBG TABLE 25-11-9-I F I 2X12 P.T. ' illi 2X6 P.T. BLOGKIH& . 4X10 HF 11 2 P.T. 4 C I � q �GHAPS. 16 a SMOKE CHAMBER Hof PAN APPROV DDIEM1L rxe a1 exTBD Nor Le16 TITIAN I 51MPSON PC44 POST GAP ���� ♦ TI 2X10 P.T. DECK JOIST • S 0.C. 4X4 P.T. POST ^ .. ? T- - . "• r� 1 / - • 2X4 STUDS • 16 O.G. •, X P �� 6• in' Q X 2 In' KWIK BOLT . R -19 BATT INSULATION �1 � FINISH.PEL ELEVATION 0/ IS LB. BLDG. PAPS OR AIR INFILTRATION BARRIER 0/ SHEATHING - PER PLANS SCALP , 1' • I' -0' 1 FOOTIN& 1V((2) ISOLATED) SIM P.AN PB44 POST BASE A. •• FRAMING NOT TO CARRY �� HEARTH LOAD TNe rv re - nAAC! or AND PRO JeCr BsaN Tle .� I.,� _ : - ? • : ' - •�-- - -`• Z - : J I ! ---R. POGO,. TO Neat ON / ,' r I I • • SWAGE IN Ae.40.- SEE FOUNDATION PLAN zaoo PEP. aB iw CAPAClx. NOT TO SCAL X ,1„. b r'OIDenI IN rAaLE NO. M4 • 12' O. EIS. ROT. SCALE , 1/2" • I'-O" 6 PLATE AT ROOF /FLAT I ")' I �� DECK RECEIVED 0 FIREPLACE cm EC I A Nov 1 9 2001 PE1 MTC8(TER Id' -r7" , 9P_L-__ _. '12 CONC. LANDING MAX. BELOW THRESHOLD \ \ STUB OUT *4 BARS 24 • 18 O.G. \\ 5 2 2 2 © 1 J T 4 + ++ H H H H I DM_ I J$T •_• " , _ • X _ � OIL 2 �� n A DEL J5T o �I F. r— • BREAK CURB FOR 266 DOOR i • 0 -, 0 4 • 0 \ . —�' . --' • o- L 10' - O" O 41, IL N_ S; O he F � N / � 24• X 10• CANT.. FTC. Wt6 •4 BARS CONT., TYP. R.. Y 4'_�" �� Ilk q!_,�_2 "-p�• I 2 N. Ib'-6 I/4" 2 S / %I 4'_2" - .. -7 8•X8• CONC. 50• DIA 1 Pr " � " G. d -- l / \ _- S SLAB ON GRADE ` la - 4" GONG. SLAB Q SLOPE 4 TO O.H. DOORS Mir I // � I % CONT. FTC. E- 1 I � L J CONT. FTC. r 12 I 1 I , -- j L GONG. PORCH 4• BRICK/STONE VENEER, TYP. 0 0 4'/ -l> ■. IH' -" 5' -4" / -Ie';, I n' -H" /' IR' -" ,r1I'/-10" 19' -H " , 4P, I_0" FOUNDATION NOTES WRITTEN I. DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2. ALL FOOTINGS TO HAVE A MINIMUM DEPTH OF 18• BELOW FINISHED GRADE. 5. STEP FOUNDATIONS PER 517E GONDInONS 4. ALL CONCRETE FOOTINGS TO REST ON FIRM UNDISTURBED EARTH WITH MINIMUM 2p00 P5F BEARING PRESSURE (REFER TO SOILS REPORT VCEN REQUIRED). 5. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO EARTH OR WEATHER TO BE PRESSURE TREATED. 6. VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. T. PROVIDE TEMPORARY BRACING AS REQUIRED. UNTIL ALL PERMANENT CONNECTIONS AND STFFENING HAVE BEEN INSTALLED. 6. PROVIDE - -" -' - L- -/JOIST OR BLOCKING AT PARTITIONS ABOVE. 4 1. PROVII7E 1550 FOUNDATION VENTS WITH I/4" CORROSION RESISTANT WIRE MESH AS REQUIRED R CODE. 10. MI DENOTES BEARJN5 POINT IN 2X4 PONY WALL, PROVIDE MIN. ATED POINT UNLESS NOTED VISE. II. CRAViL 5PAOE TO BE A MINIMUM OF 18 BELOW FLOOR JOIST AND IV BELOW BEAMS OR IITH MIN. 6 MIL BLACK VAPOR BARRIER BID COVER LAPPED IV AT SEAMS AND TENDED UP FOUNDATION WALL TO SILL PLATE 12. ALL BEAMS TO BE O HDF (SEE SHEET I FOR LUMBER H VALUES). UNLESS NOTED OTHERWISE. 15. ALL POSTS TO BE 4x4 (4x6 AT BEAM SPLICES) TYPICAL UNLESS NOTED OTHERWISE. TYP a ISOLATED BEAM RUNS. 14. ALL ISOLATED SPREAD FOOTINGS TO BE 24•x24•x10 THICK WITH (2) *4 BARS BOTTOM EACH WAY, UNLESS NOTED OTHERWISE. 15. AT ALL CORNER LOCATIONS PLACE STHD HOLD DOER 50 THAT ¢. OF HOLDONW IS S• IN FROM CORNER TYPICAL. 16. AT ALL WINDOW LOCATIONS PLACE STND HOLDOYAI 50 THAT G OP HOEDOWN IS I I/2 OUT FROM EDGE OP OPENING TYPICAL ALLOW! I/2• TO STRAP CE FROM DOOR ROUGH OPENING WHICH IS 2 I/2" FROM, DOOR EDGE ON PLANS THIS ALLONS P FOR DOOR FRAME. IT. FOUNDATION ANCHOR BOLTS REQUIRE A MINIMUM OF 2 PLATE WASHERS. U.S.C. IBO6b.1. FOOTING SCHEDULE 0 S O• 24" DIAMETER X 10 THICK CONCRETE FOOTING WITH (2) M4 BARS EACH WAY. SOT DIAMETER X 12 THICK SCONCRETE FOOTING WITH (5) +4 BARS EACH WAY. 24 THICK CONTINUOUS CONC. FOOTING WITH (5) •4 BARS. QOM= FOUNDATION VENT GALLS. 1085SF. /150 • 1.2 SF. FDN. VENT REQ'D 112 / 144 X .15 • SOS S.F. PER VENT T2 SF. / SOS • 15 MN VENTS REQ'D D ATll©H LA 1/4" • 1' - 0• 2X10 DF*2 FLOOR JOISTS • lb" O.G. A SOFFIT 4 NSULATE UNDER CANT., TYP. a CIT orruKwu NOV 1 9 ?o^ An MAIN FLOOR 1,010 S. __ DIRECT E VENT FIREPLACE 5F. 1.g4 v L N GARAGE � 1 J }I /0' X 10 -I/2' 6L8 24F-V4 + NOOK I D ■ ;��_ , IN/20 D. PLUSH HEARTH. MIN. 6 50. IN. OS. COMB. AIR v FAM I Y 'S O T' 1 A BM i 'Jsr J 45 'X96" GONG. LANDING _ R i F ;II 0 I Val! CARPET LL >O-w OIX'C , r s •, MI4 . .or . .0- '— z _. ii- 1 �C7�w�7i2 I ' 0 2. 2L N ®FAV.N HARDWOOD TO .•+ ® . f I u ' V.T.O. L FAN . _ X10 +. 246E PD. • 4 '� IM 11111 1E11 O _ � ' j 2. 1 �I II UE e I • Fi LL < _ - O _ _ x _ ry I i 1I �I 5 - - N . O F "" 'L � j ' S/8' T6.1.B. E 'X' 6.1.B. AT ALL COMMON WALLS AND CEILINGS. WRAP ALL .p I �' ` k ¢ � N 0 O POSTS AND BEAMS. GA __ - - • " H SPACE AC CESS O mm : 1,1 1 16 N (f III -,c 1 — „u� -,�e -_ 1 HS O59L MS 059E SLO4 TOO DOOS CC 51/4-6 GAP `� POST 0966 BASE - B "�" CONC. PLINTH I I 1 ILLL 1 f N Q a1 L 63/ X 18' 24 F -V4 6LB TOP FLUSH . - LINE OF FLR ABU. 16'3' X 7' -0' O.H. GAR DOOR 9 I /H' X 10 I/2" 2400 F GLB NCR. F.. •, _:,, • - I �. G -•- T.O. PLATE • T AMP. -W AF. • GARAGE C 1 ,..I ' '` - • 1. "rt=.. ^�,... I T.O. PLATE - A.M.F. TYP. • LIVING R •� 8'3" X 7' -0" Olt. 6AR. DOOR ENTRY - • `O - I - SI LI 5 . ! m B.O. HDR. • 6' -10' A.MF - I' I -- I VENEER, 8090 DBL VENT DECORATIVE STONE CAP, I 0/4' STONE TYP. D [ i '. I 1 1 MAIN FLOOR 1,010 S. UPPER w.00R 1,184 5F. TO AL FINISHED AREA 2,254 S.F. GARAGE 612 SF. DIMENSIONS I. PRITTIEN TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. PLATE HEISHT &LI` 11415 FLOC 5. ALL HEADERS TO BE 4xIO. H. uNLEss OTHERWISE NOTED, CIECK FLAN. EQUIVALENT LRAM BEAM MAY BE SUBSTITUTED IN AGE OF BEAMS 4 HORS. HEADERS 4. BOTTOM OF TO BE THIS FLAOR H NOTED O S. ALL EXTERIOR JS 2•4 NTH R-I9 INSULATION N.O. MAIN 7=1...00R FRAMING NOTES -. ALL FRAME NAILIKS TO SATISFY CHAPTER 29 U.S.C. BLOCK ALL PLYWOOD EDGES. ALL EXTERIOR SHEATHING NAILED WITH IOd AT 6' O.G. (EDGE) AND 12' O.G. (FIELD), UNLESS NOTED OTHERWISE, TYPICAL. 7. PROVIDE DOUBLE JOISTS OR BLOCKING WHERE PARTITIONS 000NR ABOVE. 8. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4. FIRE BWGKINS AT ALL PLUNBIN6 PBETRATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/8" TYPE "X' 6YP5UM BOARD. II. DENOTES SOLID BEARING UNDER CONCENTRATED LOADS USE (2) 2x6 AT 6" WALLS. USE (2) 2x4 AT 4" WALLS UNLESS NOTED OTHERWISE. 12. FINISH ALL GEILIN&S WITH 5/8" 6YPBUM BOARD. 15 AT GARAGE USE 5/8" TYPE 'X' GYP. BD. AT ALL COMMON LIVING WALLS/ TWO LAYERS • G:ILIN65 BORDERING LIVING AREAS AND WHERE FRAMING 15 GREATER THAN 16' O.G. WRAP ALL POSTS AND BEAMS. 14. PROVIDE 26-0AUGE GALVANIZED SHEET METAL FLASHING ABOVE WINDOWS AND DOORS. (TYP) LAP BUILDINS PAPER OVER. 15. HOLD SIDING 6' ABOVE FINISHED GRADE, TYPICAL. 16. WINDOWS SPECIFIED ARE MF6R BY SUMMIT OR EQUAL. U • PER SCHEDULE CONTRACTOR TO VERIFY ALL ROUGH OPENINGS. 17. FASTEN MULTI -LAM 2X BEAMS PER UGC. STANDARDS, CHAPTER 23-I, TYPICAL 10. HANGERB AT POSITIVE CONNECTIONS TO BE SIMPSON OR EQUAL. 19. CEILING JOISTS TO. BE 2x6 AT 24" O.G., TYPICAL U.NO., PLAN SHOWS JOIST DIRECTION. 20. ALL VOIDS TO BE FIRE/DRAFT BLOCKED PER U. SECTION 705. 21. INSTALL WATER HEATER PER 1987 NAEGA, SEE SHEET I. PROTECT FROM IMPACT PER 1997 ERG 304 AND 905.1. 22. FURNACE TO BE PLACED IS" ABU, FLOOR ON I HOUR FURNACE PLATFORM W/ (2) 9/4' LAYERS PLYWOOD. PROTECT FROM IMPACT PER 1997 USG 904. 25. DOOR BETWEEN HOUSE AND GARAGE TO BE 20 MN RATED, SOLID CORE, TIGHT FITTING, WITH SELF CLOSURE 24. INSTALL DIR. VENT FRPL. PER TERMS OF LISTING AND MF6RS SPECS. PER BECTON 9102. 25. PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF 11/2' FROM WALL, REFER TO DETAIL 14 ON SHEET NO. 2. 26. STRAP 5E HATER HEATERS AT POINTS WITH IN THE UPPER I/3 AND LOWER I/9 OF ITS VERTICAL DIMENSION. LOVER POINT SHALL BE MINIMUM 4" ABOVE CONTROLS 27. WALLS WITH GREATER THAN 600 PLP REQUIRE A MINIMUM OF A 9x MEMBER AT ABUTTING PANEL EDGES AND SILL PLATES. FOR WALLS BETWEEN 950 AND 600 PLF, ANCHOR BOLT SPACING HAS BEEN DECREASED BY 1/2 (USE 2x MESEERS). U.B.C. TABLE 25- 2- II -I -I. 25. - DENOTES STRAP HOLD DOPE LOCATION • DENOTES BOLTED HOLD DOWN LOCATION 29. IZJ • LOCATIONS OF FLOOR RESISTERS SO. ALL SMOKE DETECTORS TO BE 110 VOLT WITH BATTERY BACKUP, INTERCONNECTED. 51. TIES AND SHOWERS • FIRE BLOCKING BETWEEN STUDS. • LIMIT SHOWER FLOW TO 5 6.P.M. • WATERPROOF WALL TO WITHIN TO A ON/E DRAIN INLET. •.ALL GLAZING WITHIN 70' ABOVE DRAIN INLET TO BE SAFETY GLASS. • NO VAPOR BARRIER BEHIND GYPSUM ED. 92. AT ALL COMER LOCATIONS, PLACE STND HOLDDOWN 50 THAT OF HOLDDOWN IS 5' IN FROM CORNER, TYPICAL. 99. AT ALL WINDOW LOCATIONS, PLACE STHD HOLDDOWN SO THAT OF HOLDDOWN IS 1 -1/2 OUT FROM EDGE OF OPBNIN6, TYP. ALLOW 1-112" TO STRAP PROM DOOR ROUGH OPENING WHICH IS 2 -1/2" FROM DOOR EDGE ON PLANS. THIS ALLOWS I" FOR DOOR FRAME. S' -I" 12 CONC. MAX. 5" BELOW THRESHOLD. I II SLDR 8 5L. 6L. bR. (SAP. MA SCALE • I/4' • I'-O" gaq TO. PLATE • 16' -0' AMP • PORCH TA' -CY SQUARE FOOTAGE SUMMARY DECORATIVE STONE CAP, 0/4 STONE VENEER, TYP. tF]=©©:. p aZo - LA 1070 S.F. GARAGE 692 5.F. RECEIVED CITY OFTUKWILA NOV 1 9 2001 PERMIT CENTER UPPER FLOOR FRAMING NOTES I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. PLATE HEIGHT TO BE 8'-I' 1419 FLOOR U.N.O. 5. ALL HEADERS TO BE 4•10 H.F. •2; U.N.O. 4. BOTTOM OF HEADERS TO BE 6 THIS FLOOR UNLESS OTHERWISE NOTED 5. ALL EXTERIOR WALLS 2•4 111114 R -Is INSULATION UNLESS OTHERWISE NOTED 6. ALL FRAME NAILING. TO SATISFY CHAPTER 29 UBC. ELOGK ALL PLYWOOD EDGES. ALL EXTERIOR SIEATHIN6 NAILED WITH IOd AT 6" O.G. (ED6E) AND 12" O.G. (FIELD), UNLESS NOTED OTHERWISE, TYPICAL. 1. PROVIDE DOUBLE JOISTS OR SOLID BLOC OVER SUPPORTS. 8. FIRE BLOCKING AT ALL PLUMBING PENETRATIONS. 4. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/8' TYPE 'X' 6YPSUM BOARD. D DENOTES SOLID BEARING UNDER CONCENTRATED LOADS. USE (2) 2x4 AT WALLS UNLESS OTHERWISE NOTED. FINISH ALL GEILIN65 WITH 5/8' GYPSUM BOARD. PROVIDE 26 6AUSE GALVANIZED SHEET FETAL FLASHING ABOVE WINDOWS AND DOORS. (TYP) LAP BUILDING PAPER OVER Is. WINDOWS SPECIFIED ARE MF9R BY SUMMIT OR EQUAL. U • PER SCHEDULE CONTRACTOR TO VERIFY ALL ROUSH OPENING. 14. FASTEN MULTI -LAM 2x BEAMS PER U.B.O. STANDARDS, CHAPTER 29-I, TYPICAL. 15. CEILING JOISTS TO BE 2•6 AT 24' 0L., TYPICAL UNO., PLAN SHOPS JOIST DIRECTION. IN. ALL VOIDS TO BE EIRE/DRAFT BLOCKED PER UB.G. SECTION 108. IT ALL TUBS AND SHOWERS, = FIRE BLOCKIN/5 BET EEN 511/09. • LIMIT SHOWER FLOW TO 9 G.P.M. • WATERPROOF WALL TO WITHIN 10' ABOVE DRAIN INLET. • ALL GLAZING WITHIN 1O' ABOVE DRAIN INLET TO BE SAFETY GLASS. • NO VAPOR BARRIER BEHIND GYP. BD. 18. ALL SMOKE DETECTORS TO BE 110 VOLT WITH BATTERY BACK -UP, INTERCONNECTED. 19. PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF 11/2 ". FROM WALL, REFER TO DETAIL 14 ON SHEET NO.2. 20. WALLS WITH GREATER THAN 600 PLF REGIME A MINIMUM OF A 9x MEMBER AT ABUTTING PANEL EDGES AND SILL PLATES. FOR WALLS BETWEEN 950 AND 600 PLF, ANCHOR BOLT SPACING. HAS BEEN DECREASED BY 1/2 (USE 2x MEMBERS). U.B.C. TABLE 25- 2- II -I -I. 21. HAN5ER5 AT POSITIVE CONNECTION TO BE SIMPSON OR EQUAL. 22. – DENOTES STRAP HOLD DOWN LOCATION • DENOTES BOLTED HOLD DONN LOCATION 29. I= • LOCATION OF FLOOR REGISTERS 5 ,_ I „ 5,_5t ) 5_In I 6,_Ill' � I 5040 6040 SLDR (SAF. 6L) 12' -10' / 4Q' -h 4 ,_ 2 „ / 19 ' - 9' -5" f -6/ / al ' of TO IU DEC 1 2a} L0 41G 0,15■0$ ADIPIEN FLOOR PLAH D -37t) 84 SF RECEIVED CITY OPTUKWILA NOV 19 MI PERMIT C44 -, iv C PL SDRM -2 _ • I n, SOAK TUB Sb. CARPET 50.X22. AGGESS MIN. (2) 2668 II MASTER M. SALT CARPET CARPET ' FOLDII�� PD. ►� I N.1.0. 1, Rts 6R2EI 1 / x. I I Co 2030 seHT D N KYL1 � � _ Z. - I I of a (2) 668 . ' ! 1 I C . I 4 FAN 1 R45 I V.T.O. VT I I,_I '_ NYL 4„ r : = 2 HALL = oPTIONAI LOFT. $DRM - 4 , Ei 1 / ' • . FAN V.TO� (2) 266 FOLD I II = IF0L.,0 �/ , � CARPET , _1 � CARPET I I PIHOLE HOUSE FAN 1 . RDOF� 22'X90' MIN. t PANEL � BE1 . OW ATTIC A N J = 7 tr tt. IS SDRM -5 OW • e. 1 �E CARPET C ' 6 058 i SLIM - — T.O. PLATE • 16' -0' A14F. TYP. • LIVING II HALL ABV. ENTRY. OK al m B.O. UDR. • 14'-4 A.M.F. 1 VUr1DOW DESK I LINE OF WALL BELOW ■ _ (2) 2 620 8050 FI ARCH TOP WS ' LLION 0_ (SEE ATION) • X n I 1 (SEE L(CIA ANION) X I. UPPER FLOOR FRAMING NOTES I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. PLATE HEIGHT TO BE 8'-I' 1419 FLOOR U.N.O. 5. ALL HEADERS TO BE 4•10 H.F. •2; U.N.O. 4. BOTTOM OF HEADERS TO BE 6 THIS FLOOR UNLESS OTHERWISE NOTED 5. ALL EXTERIOR WALLS 2•4 111114 R -Is INSULATION UNLESS OTHERWISE NOTED 6. ALL FRAME NAILING. TO SATISFY CHAPTER 29 UBC. ELOGK ALL PLYWOOD EDGES. ALL EXTERIOR SIEATHIN6 NAILED WITH IOd AT 6" O.G. (ED6E) AND 12" O.G. (FIELD), UNLESS NOTED OTHERWISE, TYPICAL. 1. PROVIDE DOUBLE JOISTS OR SOLID BLOC OVER SUPPORTS. 8. FIRE BLOCKING AT ALL PLUMBING PENETRATIONS. 4. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/8' TYPE 'X' 6YPSUM BOARD. D DENOTES SOLID BEARING UNDER CONCENTRATED LOADS. USE (2) 2x4 AT WALLS UNLESS OTHERWISE NOTED. FINISH ALL GEILIN65 WITH 5/8' GYPSUM BOARD. PROVIDE 26 6AUSE GALVANIZED SHEET FETAL FLASHING ABOVE WINDOWS AND DOORS. (TYP) LAP BUILDING PAPER OVER Is. WINDOWS SPECIFIED ARE MF9R BY SUMMIT OR EQUAL. U • PER SCHEDULE CONTRACTOR TO VERIFY ALL ROUSH OPENING. 14. FASTEN MULTI -LAM 2x BEAMS PER U.B.O. STANDARDS, CHAPTER 29-I, TYPICAL. 15. CEILING JOISTS TO BE 2•6 AT 24' 0L., TYPICAL UNO., PLAN SHOPS JOIST DIRECTION. IN. ALL VOIDS TO BE EIRE/DRAFT BLOCKED PER UB.G. SECTION 108. IT ALL TUBS AND SHOWERS, = FIRE BLOCKIN/5 BET EEN 511/09. • LIMIT SHOWER FLOW TO 9 G.P.M. • WATERPROOF WALL TO WITHIN 10' ABOVE DRAIN INLET. • ALL GLAZING WITHIN 1O' ABOVE DRAIN INLET TO BE SAFETY GLASS. • NO VAPOR BARRIER BEHIND GYP. BD. 18. ALL SMOKE DETECTORS TO BE 110 VOLT WITH BATTERY BACK -UP, INTERCONNECTED. 19. PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF 11/2 ". FROM WALL, REFER TO DETAIL 14 ON SHEET NO.2. 20. WALLS WITH GREATER THAN 600 PLF REGIME A MINIMUM OF A 9x MEMBER AT ABUTTING PANEL EDGES AND SILL PLATES. FOR WALLS BETWEEN 950 AND 600 PLF, ANCHOR BOLT SPACING. HAS BEEN DECREASED BY 1/2 (USE 2x MEMBERS). U.B.C. TABLE 25- 2- II -I -I. 21. HAN5ER5 AT POSITIVE CONNECTION TO BE SIMPSON OR EQUAL. 22. – DENOTES STRAP HOLD DOWN LOCATION • DENOTES BOLTED HOLD DONN LOCATION 29. I= • LOCATION OF FLOOR REGISTERS 5 ,_ I „ 5,_5t ) 5_In I 6,_Ill' � I 5040 6040 SLDR (SAF. 6L) 12' -10' / 4Q' -h 4 ,_ 2 „ / 19 ' - 9' -5" f -6/ / al ' of TO IU DEC 1 2a} L0 41G 0,15■0$ ADIPIEN FLOOR PLAH D -37t) 84 SF RECEIVED CITY OPTUKWILA NOV 19 MI PERMIT C44 ROOF FRAMING NOTES I. SHADED AREAS DENOTE DUMMY FRAMING OVER ROOF FRAMING BELOW. 2. • DENOTES SOLID BEARING UNDER CONCENTRATED LOADS. 9. SEE FLOOR PLANS FOR STRUCTURAL BEAMS AND HEADERS. 4. ALL RAFTERS TO BE, 2x6 HF *2 AT 24° O.G. TYPICAL UNA. 5. ALL TRUSSES TO BE AT 24' O.G. TYPICAL U.N.O. 6. PROVIDE ROOF VENTS PER SEC. 1505.5 UB.C. 7. ROOF PITCH TO BE 6,12, TYPICAL UNLESS OTHERWISE NOTED. b. I6' O.H. TYPICAL • EAVES * 6 O.H. TYPICAL O GABLE ENDS, RAKES. 9. APPROVED ANCHORS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER MSS (PER TRUSS MANUF.) WHERE APPLICABLE. PROVIDE • SIMPSON ° HI FRAMING ANCHORS AT EVERY AT EACH END AND AT GABLE END TP.U7.,C.1 10. VENTED 13LOGKIN6 OVER SUPPORTS. II. CHIMNEY HEIGHT TO BE 2' -0' MIN. ABOVE ANY PORTION OF BUILDING WITHIN IO' -0 PER USG SECTION 9102. (WHERE APPLICABLE) 12. BRACING, (STICK FRAMED AREAS ONLY) • (2) 2x4 UP TO 10' LONG.. • (2) 2•6 10' TO 14' LONG. • (5) 2•6 OVER 14' LONG, 19. PLATE 1.1EI64T5, • MAIN FLOOR 6' -I', TYP. ULNA. • UPPER FLOOR 6'-1 ° , TYP. U.NO 14. TRUSSES, • CARRY MFGR. STAMP. • DO NOT ALTER WITHOUT BUILDING DEPARTMENT APPROVAL. • INSTALL AND BRACE PER MFHR. SPEC. • NON - BEARING WALLS SHALL BE HELD DOWN FROM THE TRUSS BOTTOM CHORDS WITH AN APPROVED FASTENER (SUCH AS SIMPSON STG). 15. CONTRACTOR TO VERIFY LOCATOR OF ALL ROOF SUPPORT BRACING OR POSTING AND PROVIDE ADEQUATE BEARING TO FOUNDATION. lb. HANGERS AT POSITIVE CONNECTIONS TO BE SIMPSON OR EQUAL. ROOF FRAMING NOTES • TRUSS ENGINEERING, PER LBC 1063.42, TRUSS ENGINEER OF RECORD NHO WILL REVIEW, APPROVE AND NOTE ON THE DOGIMTEM'S THAT THEY HAVE FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE PNGIHEER- APPROVED DOCUMENTS HILL THEN BE FORWARDED TO THE BUILDING OFFICIAL FOR REVIEW AND APPROVAL PRIOR TO FRAMING INSPECTION'. CITY APPROVED DOCUMENTS SHALL BE ON THE JOB SITE AT INSPECTIONS. TRUSS ENGINEERING. SHALL INCLUDE SPECIFIC TRUSS BRACING REQUIREMENTS. ...■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ter I intwommiwilliiilli II =iv IL A Oil b.- 111 Millit 1, 11 All ‘,,, .... \ \ \ \ \ \� \' AI f� j i,i'.:.o T.O. PLATE •Ib' -0' A.M.F .O PORCH TA. PLATE • 16' -O A.M.F. 1111116:. .... A MI111111111 IV 1 6\ ' mu' w - ,,i PROV Pll,li ._.E 1. L_ > - .. - - - _ a - _ - - - 2X10 IN,4I ,ia� jA..-�iI \\ , ps: I .. _ H 11111 or \ \ \ Ai I� it �- .I \ \ N:! .. .:: J OWN, , Wall 42 Nis ii 1% ....Ili iii iffrvii, - or ►/ ii 1 i TRUSS H PTO, = _ �r �1 orm S. MEE ROOF VENT GALLS. MAIN 1576 SF. / 900 • 45.9 SF. VENTING READ 459 / 2 • 2.24 SF. VENTING REED AT ROOF ROSES 229 SF. / .44 S.F. • 6 VENTS READ GARAGE 401 SF. / 900 • 154 SF. VENTING REED 134 / 2 • .64 SF. VENTING READ AT ROOF RIDGES 14 SF. / .44 S.F. • 2 VENTS REE D lEdE2 I/4• ■ 1'-0 104 ( - 37D JACK TRUSSES • 24' O.G. IOU192001 RECEIVI CRY OFTUKWILA PERMIT CENTER T. PLATE • GARAGE 4' CORNER _ TRIM T.O. SUBFLR. 4' DOOR TRIM 2X10 TRIM BAND TA. PLATE TA. SUBFLR. T. PLATE T.O. SUBFLR. 6' LAP SIDING SCALE EA 36'X12' CONC. LANDING MAX. a' BELOW THRESHOLD Mn •1I NMI MDO. PLYWOOD 16.121 ■ ■ .d2 n74 IFROO K4 ELIEVATTICK, t t I/4' • 1'' C COMP. SHINGLE ROOFING, TYP. 2X10 TRIM BAND LINE OF INT. VAULT 6' LAP SIDING TYP. BRICK LEDG° 4' BRICK VENEER, TYP ELEVATION NOTES I. PROVIDE CONTINUOUS METAL GUTTERS TYPICAL. 2. PROVIDE ROOF VENTS PER UBL. SECTION 15055 TYPICAL. 9. PROVIDE GALVANIZED SHEET METAL FLASHING AND COUNTER FLASHING AT ALL. ROOF PENETRATIONS INCLUDING CHIMNEYS. 4. REFER TO SECTION 9103 U.B.O. FOR CHIMNEY CONSTRUCTION. 5. PROVIDE YEATFER- STRIPPING AT ALL DOORS AND WINDOWS. CAULK ALL JOINTS AND PENETRATIONS IN EXTERIOR WALL. 6. BRICK TO BE SUPPORTED BY STEEL LINTELS AND SHALL NOT BEAR ON WOOD FRAMING. 1. FINISHED EXTERIOR GRADE TO SLOPE AWAY FROM BUILDING AT A SLOPE OF AT LEAST 2% FOR A MINIMUM OF 5 FEET. a. POST APPROVED NUMEERS OR ADDRESS ON THE DWELLING. ADDRESS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE DYELLIN6. IIIIIIIII 1 1 1 1 1 161 gailir ELIEVATTICE SCALE SCALE 12 J YP CRICKET ll=1VATll©[ 1/4' • 1/4' • I 12 TA. PLATE T.O. SUBFLR. TA. PLATE T.O. SUBFLR. CITMT UKWILA ENED NOV 192001 PERMIT CENTER J $ i i S e R O c c A 0 c 0 I R c S i 9 ry ry 11 tl IIhhuuiiIill iiiit IV ) I !_:i 7 CI w o L '.:; fl o' • NI V 1 � 1 N :.t Cl At a a±Il -1Nn ■ s N E3 I s 3 a z K f O o 0 St 8 z 0 t ! 4! —1 3 E' ��m On Om00 ° ° —aie aoc�aez�ocrcn 3Sarc A 0 2 $ 8 c J 8 1 8 S ri 6 I 2 X 0 8 2 IP 1 A a 8 z 2 S 8 I 5 n P . I a Y 1 I S R R I 8 oc Y rc 0 A S A 8 R A 8 9 I 9 g 8 I A 9 8 r fl I T, n i C $$ I ry ry 8 P 9 8 8 E I I 1 8 4 8 8 8 8 c A I I I 8 9 8 MI itexterexxxx 1 5 FI IP I I 1 Ag b ELL 4 Z) 2 .o w.i.Y0 WOE N004410 NM0090N OIL ONOOW81400.6419 0WJ7J9 111 'i1D i9rcar1O0 NIA 0411014 411014 s31.ON —m '9 5 9 '5 CI (V r r r 4.4'1. T FOR TOE NAILING; 613 FOR GYPSUM BOARD; RS FOR APA RATED SHEATHING z @ 3 1 .4i 6 t6 g U j 9 ! 4 A I ( Q V6 N O , N m Q m. a }� h fr N 4,-,°, S h i Ng L 0 ��� �� . 0 1 . Q W N Y n O! LL loo W : ; w y � '��o� I a 1 N . ,1 H- ,- a ,1 .gym < ; „4 -267, .1 0 ? :,i9Pz Z 1 RFI -s118 l x 01q a = ‹) atra O ; / pOilNk IF.61;4 1 2 OW iii/hiiha? inaz? 7 FR a �.o r 90 YLV5 1000 140011410 1414091014 i EALIS N09i49 G VAN III "ko i7WiYJ0 14MOG'10N NH 09'0 5b'O SGO HS HS (90 NI) 315961 6101 Ol 71l£/WITS 164 • BT A95 • 92 '</12 -861 A35 0 24 N/12 -861 NOLOOM NOTED eQatAL NOTED A) MINIMUM CONCRETE COMPRESIVE STRENGTH TO BE 25 K51 (19.2 MPN). B) REFER TO MANUFACTURERS' CATALOGS FOR MINIMUM DISTANCE TO FOUNDATION CORNER C) REFER TO MANIFAC VRERS' CATALOGS FOR MINIMUM MEMBER BACKING SIZE. 0) REFER TO MANUFACTURERS' CATALOGS FOR ANCHOR BOLT EMBEDMENT DEPTH. E) POSTS AT HOLDONAI: 21< 6 4X (98mmX 6 89mmX) _ _ _ 02 OR BETTER 6X ( 140rtmX ) _ _ _ •1 OR BETTER F) THE ANCHOR TYPE HOLDOWNS AT OTHER LEVELS SHALL HAVE A PAIR, ONE ABOVE AND ONE BELOW, TIED BY A THREADED ROD. 6) USE STHDBRJ FOR STHDS, STHDIORI FOR STHDIO, AND STHDI4RJ FOR STHDI4 WHERE RIM JOISTS ARE INSTALLED. (H) THE STUD FASTENER FOR STHDS SHALL BE 16d SINKERS. (I) MINIMUM STEM WALL TO BE 6" HIDE FOR I -STORY BUILDINGS, B" WIDE FOR BUILDINGS HAVING 2 OR MORE STORIES 2 -A95 a 15 w/12 -8d 2 -A95 • 12 '/12 -8d 2 -A99 e 9 './12 -861 WE I LEE !! 99'9 9'05 9£' £ I O b'b (90 NI) 51908 TJOHDNY B6 • .5/5 b• • .:5/5 CL • .5 /5 10'L nm 69L O9S 05'51 • 09'11 Zb'£ C POI £•POI • • pot 1 1 1 1 I I 1 1 1 1 I I 1 1 1 1 I I m .I N .9 /L L SL 9/ S21 .9VL Z STl .9VL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 m .5 /S 011,5 01 N3N31Sdd P91 (9C) P91 (SC) P9I (S£) P91 (SC) gf (K) . /L (b) I 0.1 (S) CULLS Ol M3N3LSd3 d3 P9(91) P01 (91) I d da P9 5 3 POI 1 ( (911 ) d3 •91 (L4) I d3 ••1 (95) 01 (5) V P91 (9G) d3 P91 (90) -- CL (C) - XL (b) 7[L (4) 7(L (b) - XL 7<L (C) - XZ (L) �(E J - X£ _.. OIOHIS S0H1S 510//15 SOHL51 (C •iaMLS (L 0104.1.S (C _ d410H YOION 9159 (C) 8150 (L) L£15W (C) 09151 SICK 09151 (L) 91.1S1.1 (C) _.l i*14110a1014m R-000.14,...4* _. - - -- 'cog P01 A+ 4111INLVi4O .91/L MOWS III 'il0 01 10:1423 TIM Wale s31.ON —m '9 5 9 '5 CI (V r r r 4.4'1. T FOR TOE NAILING; 613 FOR GYPSUM BOARD; RS FOR APA RATED SHEATHING z @ 3 1 .4i 6 t6 g U j 9 ! 4 A I ( Q V6 N O , N m Q m. a }� h fr N 4,-,°, S h i Ng L 0 ��� �� . 0 1 . Q W N Y n O! LL loo W : ; w y � '��o� I a 1 N . ,1 H- ,- a ,1 .gym < ; „4 -267, .1 0 ? :,i9Pz Z 1 RFI -s118 l x 01q a = ‹) atra O ; / pOilNk IF.61;4 1 2 OW iii/hiiha? inaz? 7 FR a �.o r (d I Ld3kM M NH 09'0 5b'O SGO HS HS (90 NI) 315961 6101 Ol 71l£/WITS 164 • BT A95 • 92 '</12 -861 A35 0 24 N/12 -861 PO -LIm b • 5£5 PS-LI/H LI • SEX PG-rim 91 • WV 2 -A95 a 15 w/12 -8d 2 -A95 • 12 '/12 -8d 2 -A99 e 9 './12 -861 (90 NI) 315961 WOJL09 5 • P91 9 o P91 LI•P9I C P91 L•P91 £ •P91 • Z • P91-C £ e P91 (90 NI) 51908 TJOHDNY B6 • .5/5 b• • .:5/5 CL • .5 /5 9 O .5/5 LI • .9/5 CE 0 ,5/5 • 91 • .9 /S bZ • .,9 /S (DO NI) 1 9N191VN 3902 90 POI L •P9 L oP. C POI £•POI • • pot L OPOI £ •POI b 0 POI [( 3015) �IDIHL 9141//15ANS - t9 'M 553//5 I (I) SN (C) 99 ,L /I I (I) Sig .L/I (I) STJ .91 /L (I) Sal .91 /L (1) 55 .91 /L L SL 9/ S21 .9VL Z STl .9VL WEir7OTZ 4'3 4 it x � <N t ;04 g !! yi pi! K12 �ryi h- NN h b IL 11 «� 1 1$ iA it. it ; gh lii! r ai O _ ci pY zb HOLDOIW SCHEDILS 6R III wears SSTSON STRONS TIE HOEDOWN SUTDON 2001 GATAL06 FOUNDATION LEVEL HD w HOEDOWN TYPE STUD TYPE FASTENER TO STUD ANCHOR BOLT GAP KIPS DETAIL NUMBER STHDB (2) 2X_ (24) 16d - - - 251 SHEAR STHDID 2) L5THD5 (2) 2X_ (4) 2X_ (26) 16d (24) Ibd - - - - - - 2A9 5.65 (IN OG) (IN OG) STHIDI4 (2) 2X_ (343) 16d _ _ _ 4.45 5/8" • T2 ) STHDIO (4) 2X_ (20) 164 _ _ _ 5.90 68 0 T 2) 5THD14 (4) 2X_ (38) Ibd _ _ _ 8.86 T /16' 195 (I) 10d • 6 HDIOA 6X_ (4) 1/8" N' - 1/8" O 9.90 1/16" RS (I) 104 • 4 HD14A HD15 6X_ 6X_ (4) I" • (5) I' 0 1" 0 I -I/4" 0 1558 1530 1/16' R5 (I) IOd • 5 HO.DGWN SCHEME OR III SIMON S swam STRON* TIE HOEDOWN SI PSON 2001 GATA106 OTHER LEVELS HD w HOLDOWN TYPE 5110 TYPE FASTENER TO 53)0 TIE ROD GAP KIPS DETAIL NUMBER I 0515 2X_ (IS) IOd - - - 1211 2 -164 • 5 2 -ASS • 15 w/I2 -6d (2) 0520 (2) 2X_ (I8) 8d EA - - - 2.01 2 -164 • 2 2 -A55 0 12 w /12 -8d (2) 0518 (2) 2X_ (18) 10d EA _ _ - 254 2 -164 0 2 (2) OSI6 (2) 2)L (25) 84 EA _ _ _ 530 NNERAL NOTES (APPLY TO ALL NOM PIALLN A) FOR RATED SHEATHING PANELS, SPACE NAILS • 12 IN (503 MM) O.G. ALONG INTERMEDIATE FRAMING MEMBERS. M5T60 9X_ (56) 164 EA _ _ _ 5.00 SPSOIAL NOTED POR SFCAR WALLS (APPLY TO WALLS SPOONIOA.LY NOTED) (2) MST31 (2) 5X_ (42) 16d EA - - _ 1b3 IN SHEAR WALLS THAT 1) FOR SHEAR WALLS 2, (2) M5T48 (2) 5X_ (46) 16d EA - - _ 8.92 (2) M5T60 (2) 53_ (56) 144 EA _ _ _ 11.60 HDIS 6X- (5) IS 5/4" 0 1530 HOEDOWN HOTES 6CNmRAL NOTED A) MINIMUM CONCRETE OOMPRESIVE STRENGTH TO BE 25 K51 (I'12 MPH). B) REFER TO MANUFACTURERS' GATALO65 FOR MINIMUM DISTANCE TO FOUNDATION CORNER G) REFER TO MANUFACTURERS' CATALO65 FOR MINIMUM MEMBER BACKING SIZE. D) REFER TO MANUFACTURERS' CATALOG'S FOR ANCHOR BOLT EMBEDMENT DEPTH. E) POSTS AT HOLDOWAL 2X 4 4X (38mmX 4 09m.) _ _ _. w2 OR BETTER 6X ( 14OmmX ) _ _ _ w1 OR SETTER F) THE ANCFIOR TYPE HOEDOWNS AT OTHER LEVELS SHALL HAVE A PAIR, ONE ABOVE AND ONE BELOW, TIED BY A THREADED ROD. 6) USE STHDBRJ FOR STHDB, STHDIORJ FOR 5THD10, AND STHDI4RJ FOR 534014 WHERE RIM JOISTS ARE INSTALLED. (W THE 51110 FASTENER FOR STHDS SHALL BE Ibd SINKERS. (I) MINI1434 STEM WALL TO BE 6" WIDE FOR I -STORY BUILDIN65, 8" WIDE FOR BUILDINGS HAVING, 2 OR MORE STORIES SNEAK VOL Saner 1 m elk III OWNS 1/16' SIIATISNS W/ 10d VOX SHEAR NALL EDGE ANCHOR 50TT014 RIM/BLK TO ALLOW NOTES SHEATHING NAILING, BOLTS PLATE TOP PLAT= SHEAR THICK (SIDE) (IN OG) (IN OG) (IN OG) (IN OG) (KLF) - ©000000 I/2" 6B (I) bd • T 5/8" • T2 16d o 12 164 a 8T 0.10 5, 6 I/2" 65 (2) 68 0 T 5/8" a 64 Ibd • 6 A55 • 52 w/12 -8d 0.11 5, 6, T T /16' 195 (I) 10d • 6 5/8" a 48 Ibd • 5 A35 • 24 w/12 -8d 025 I 1/16" RS (I) 104 • 4 5/8" 0 52 Ibd o 3 ASS • lb •/12 -3d 054 I. 3 1/16' R5 (I) IOd • 5 5/8 ". • 12 16d 0 2 A55 • 12 w/12 -Bd 0.45 I, 2, 4 T /16" R5 (I) 10d o 2 5/8" 0 8 Ibd • 2 A35 • 9 14/12 -841 0.60 I, 2, 4 T /16" R5 (2) 104 • 4 5/6" • 24 2 -164 • 5 2 -ASS • 15 w/I2 -6d O.'12 1 - 4, 'I T/16" R5 (2) IOd • 3 5/8" • IB 2 -164 • 2 2 -A55 0 12 w /12 -8d 0.90 I- 4, T 1/I6" R5 (2) 10d • 2 5/5" • 12 2 -164 0 2 2 -A55 • 4 w/12 -8d 120 I - 4, 1 T FOR TOE NAILING; GB FOR GYPSUM BOARD; R5 FOR APA RATED SHEATHING SHEAR PIA11 NOTES NNERAL NOTES (APPLY TO ALL NOM PIALLN A) FOR RATED SHEATHING PANELS, SPACE NAILS • 12 IN (503 MM) O.G. ALONG INTERMEDIATE FRAMING MEMBERS. B) BLOCK ALL PANEL 1E76E5 WITH MINIMUM 2x (51 MM) BLOCKING, 0) APPLY NAILING, TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. D) FRAMING TO BE A MAXIMUM OF 24 IN (610 MM) O.G. 5) FASTENERS SHALL BE DRIVEN FLUSH WITH SERFAGE OF SHEATHING,. F) PROVIDE SOLID BLOCKING, UNDER THE SHEAR WALLS AT THE DIAPHRASM5 TO ACCOMMODATE THE BOTTOM PLATE ATTACHMENT. 6) OFFSET PANEL JOINTS ON EACH SIDE OF WALL MINIMUM ONE STUD BAY. SPSOIAL NOTED POR SFCAR WALLS (APPLY TO WALLS SPOONIOA.LY NOTED) -I) APA RATED SHEATHING EXPI / EXP2 / EX/ OR 0-0 / G -D / STRUCT. II PLYWOOD. 2) PROVIDE 5•5 (116 MM) AT ADJOINING PANEL EDSE5 W/ NAILS STAGGERED. 5) PROVIDE MINIMUM 3x (16 MM) BLOCKING OR JOINTS BENEATH BOTTOM PLATE WITH BOTTOM PLATE NAILS STA66ERED. 4) WALLS WITH GREATER THAN 600 PLF REQUIRE A MINIMUM OF A 5x MEMBER AT ABUTTING PANEL EDGES AND SILL PLATES. FOR WALLS BETWEEN 550 AND 600 PLF, ANCHOR BOLT SPACING HAS BEEN DECREASED BY I/2 NNE 2x MEMBERS). 5) FRAMING TO BE A MAXIMUM OF i6 IN (610 MM) O.G. FOR SHEAR WALLS I AND 2. 6) PROVIDE NAILING AT INTERMEDIATE SUPPORTS THE SAME AS EDGE NAILING IN SHEAR WALLS THAT 1) FOR SHEAR WALLS 2, USE GOB (SHEAR WALLS I AND 2). T, 5, AND 9, PANEL JOINTS SHALL BE OFFSET TO FALL ON "NOMINAL DIFFERENT FRAMING AND NAILS ON EACH MEMBERS OR FRAMING SHALL BE 5 OR THICKER SIDE SHALL BE 5TA66ERED. �,,� SCALE , I/4" • ILO" L 1 L — ) 7 D L A of 10 DE C 1 5J\ cA CItyr NOV ts2001 PERAgi cal7'ER 33.00' EXISTING FIRE HYDRANT I 2% SLOPE to w CZ w W w w to l/1 w CZ V — N 1H - SLOPE CL2 CATCH BASIN 6" PERF. LINE 3/4" WATER. LINE L e-- 3' PVC 'c ER. UNE L... 3/4" WATER. UNE 6• SEWER LINE I I 3' PVC POWER LINE a II _ 2'PVC 3/4• WATER LINE 3° PVC POWER UNE FLOW LINE 2' PVC .4'SEWER LINE CL2 CATCH BASIN UTILITY PLAN SCALE :1 " =10' LEGAL DESCRIPTION 40XX 5 150th St, TUKWILA, WA LOT #4, KING COUNTY LOT #3 SHOWN FOR CLARITY 23.00' x 3.00' INFILTRATION TRENCH PEA, $HT 2-ofZ. Ii _ 1 _J 5 I I ! ._ ... _ .7.' --- ' -- -- 't ..—/ ----� / / •I / i — — — 1 , �.�. /r // // I / r /I / /I I / /_ I / I— IL.. , 1 I / I;I j I I I L._1 II I I I I / I / I I I I I I I _ —__ _ I I I I LdT #3 SHAWN! It-, £. i i t I I I FO CkARIIY / BI I / �`rrersaoos•iv � / L. / ! rte - 0— L i — / �- -1— / uwVEV °°/ ' ' I t7 ! 2254B/ ....% %t A I v i z I 1 / 1 / 1 L1 / r / / y I / ro $ d NOTE: NO OFF —SITE REMOVAL OF EXCAVATION MATERIAL. ALL MATERIAL TO BE RE —USED. SITE PLAN SCALE :1 " =20' LEGAL DESCRIPTION 40XX S 1506 St, TUKWI LA, WA LOT #4, KING COUNTY LOT COVERAGE AREA OF SITE: 9571.44 SF LOT COVERAGE: 1824 SF COVERAGE PERCENTAGE: 19.06 % CUT / FILL ANALYSIS TOTAL CUT = -23 CUBIC YARDS TOTAL FILL = '-'23 CUBIC YARDS / I Lo+ 4 of lI .Eyes 514oR.T- pLA L 0000 -035 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and 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 at revisions to these drawings after this date will void this aedepompd and will require a reaubodual of mild 8 ddwrigd for subsequent anima ' Final axeptama 8 MOM s •Ill Wafts the Public wads tiff Datc EL•-5' I E -7' 1 I / I ■ / 7 1 1 gs31 54'n5•E ' 1 ' ---- 'I' r- --"1 -- 1 - - - --V 1 I 1 / 1 v 4 p d d d d d RECBWED CITY OF TUKWILA NOV 1 9 2001 PERMIT CENTER DO 1-37 dt1adek STUDIOS PO BOX ]31B - BONN EY LAM MN- MO OFFICERSI E -MAIL■ CHFLADEAPHOTMAILCOM ONLYONESTRUCTURE MAYBE BNLTP➢DM ,THESE PUHS v ADDRESS LISTED IN THE T1T A ATT TEN PERMISSION DIKTIONS WITHOUT WRITTEN PERM�ION BY CHELIADERMOMS SHAH. . MONISM. . CH ELIAOIDt MOMS HALL NOF B E RESPONSIBLE 7 DEPARTURE FROM THESE DAAWIN6 AD BYANYOFFIOA4 APPPONNGAVIHORIttOR PROFESNONAL CONMTANTAT CONSIRV FORT.7ANYSUO C00N. FURTHfRANYSINI V W H ES ANY RESPONSIBI UIY TNATT CHEI AOER SWIMSMAY HAVEWM RESPECT TO THISPIAN OR CO FLNENT CONSTRUCTION. STRICTLY OFTiESE DRAWINGS ISSTRICT.Y PPPHIB11E9. @COPYRIGHT 2001 CHEUADEXSHAIOS DESIGNER, CHELLADERSWIMS ORM PATE 09/30/01 DRAFTER REV DATE OF