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HomeMy WebLinkAboutPermit D01-392 - LEE RESIDENCE - NEW HOUSEDO1-392 James Lee Residence 4622 S 122 St City of r i ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 f- :; fZ O �: J V . U 0; CO CI W = '. I-. N w 0 u. Q: = Contact Person: Z f- Name: ARMANDO LEYVA Phone: 253 850 -2118 1- 0 Address: P.O. BOX 3982, KENT, WA w i j : 2 Contractor: U co Name: LEES HOME & INVESTMENT Phone: ' F Address: 806 S ORCAS STREET, SEATTLE, WA w uj Contractor License No: LEESHI *01683 Expiration Date: 01/01/2003 ~ r ? r . DESCRIPTION OF WORK: Z CONSTRUCTION OF A NEW 2,156 SQ FT SINGLE FAMILY RESIDENCE, 420 SQ FT ATTACHED GARAGE AND 174 SQ FT 0 — COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, SAN. SIDE SEWER FROM EXISITING STUB, STORM DRAINAGE, INSTALL WATER METER IN EXISTING METER BOX, UNDERGROUND POWER, AND LAND ALTERING. Parcel No.: 3347401425 Address: 4622 S 122 ST TUKW Suite No: Tenant: Name: LEE RESIDENCE Address: 4622 S 122 ST, TUKWILA WA Owner: Name: KAUFMAN HENRY Phone: Address: PO BOX 4428, KENT WA Value of Construction: $208,608.24 Fees Collected: $2,806.85 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 7 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 87 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm DEVELOPMENT PERMIT 001 -392 Private: N Permit Number: D01 -392 Issue Date: 04/22/2002 Permit Expires On: 10/19/2002 Public: N Printed: 04 -22 -2002 City of Tiikwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Signature: Print Name: doc: Devperm Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructs or the performance of work. I am authorized to sign and obtain this development permit. ti Date: Z Z `U 2.-- This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D01 -392 Printed: 04 -22 -2002 0 co w w w z; w O g Q; a w ' Z F . • Z� g ?' U ;0 H: i w ' ~ H 0 Z , UN' =` 0 I': Z Parcel No.: 3347401425 Address: 4622 S 122 ST TUKW Suite No: Tenant: LEE RESIDENCE 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: 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) 16: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of constructino. (UFC 901.3) 17: 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) 18: 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) 19: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- doc: Conditions City of 'Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS D01 -392 Permit Number: D01 -392 Status: ISSUED Applied Date: 12/28/2001 Issue Date: 04/22/2002 Printed: 04 -22 -2002 :Signature: Print Name: ' J7 Mss K doc: Conditions City of Tukwila 001 -392 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 4407. 20: ** *PUBLIC WORKS DEPARTMENT * ** 21: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 22: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 23: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 24: Any material spilled onto any street shall be cleaned up immediately. 25: Hauling over 50 cubic yards shall require application for a Hauling Permit prior to any associated activity. 26: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 27: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 28: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: V Printed: 04 -22 -2002 ��•+i v:k '.Ll+vLtu:3iaia::a'+Ja: iv .`laL:.fi.1:iS.:ialw'i.s1`s..� r.W',yon,yyY• • .. .un.a. s.v.4 'rrw v Project Name/Tenant: Type of work: ® New 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 Cl Residential Reroof Value of Construction: Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) SW, Address: 442 , l ad 7.7 City State /Zip: Tax Parcel Number: 3$4'140 - /¢25 Property Owner: ,...A.4.4 es L.L • Phone: D(0 z.s zs Street Address: City State /Zip: 2.22,2.- 7C� - AVG: • Glence7e � .gyuLlo Fax ft: Contractor: c Phone: 06 '23 S '2-5 e, rs / je�v� r Street Address: , City State /Zip: 2 )—L)— 76 — AvE Cc • 7 �zLe42.. 4 L. oVD. Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: ,14-4) Lt _-"J.4 • Phone: ,)-S -- S-'s) —)- c / e? . Street Address: Z �� - City State /Zip: Fax #: Description of work to be done: ,U6W fr7 E . Type of work: ® New 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 Cl Residential Reroof Is this site served by: © Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: Z /540 sq. ft. Dwelling sq. ft. Covered Deck(s) 42_0 sq. ft. Garage /Carport . sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) D, 5¢. *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. Single- Family Residential Permit Application .APPLICANT: REQUEST: FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW: OF THE FOLLOWING: (Additionalrevlews shall be determined by the Public Works Department) ❑ Channelization /Striping s gi Curb cut /Access /Sidewalk in Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone in Hauling et Land Altering: • Cut $7 ❑ Moving an Oversized Load: Start Time: End Time: Sanitary Side Sewer #: 1 ced r .k ❑ Sewer Main Extension 0 ql Storm Drainage ❑ Street Use ST"6) ❑ Water Main Extension 0 11 Water Meter /Permanent # Size(s): '/4 a Ir)C — lllrq -Pcg_ , Water Meter Temp # Size(s): Est. quantity' Y J Miscellaneous UN D f. —C R,du „JD PcU u)E.& Size(s): cubic yds. 0 Fill cubic yds. Private 0 Public Private 0 Public TuJt,,J o,.! gal Schedule: 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: / 2 167 PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 CITY OF TI- !KWILA Permit Center 6300 Sout hcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Date application expires: • FOR STAFF USE ONLY Project Number: Permit Number: Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Application taken by: (initials) l Z W 6 tY � 00 W1- N LL W LL < rn I � Z = 1- O W ~ U O - 0 I-- W W • 0 IL LIJ U = O~ Z ;BUILDING 0 R OR AUTHORIZED AGENT: Signature: ,� Date: Print name: Phoneld6_ 25''6 Fax Fax 5049_27.5-_267, Address: 22 22 7 /joe Cit /State /Zip : / r . 1- s /L,"� _,, 4/4, , ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: > DRAWINGS PREPARED BY A :GISTERED ARCHITECT OR PROFF '' 3IONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ 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 ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and abedroom 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 ". BulldingyOwner /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:thispermit application and obtain. the, perrnit:wilI be:required as part of this submittal. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: doc: Receipt City of Tukwila Parcel No.: 3347401425 Address: Suite No: Applicant: LEE RESIDENCE 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 4622 S 122 ST TUKW R020000528 KAS 1684 LEE HOME & INVESTMENT Amount Payment Check 1016 ACCOUNT ITEM LIST: Current Pmts Type Description BUILDING - RES INSP FEE - SME /SSS INSP FEE - STORM DRAIN INSP FEE - UTILITY LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK PLAN CHECK - RES PLAN CHECK - UTILITY STATE BUILDING SURCHARGE WATER TURN -ON FEE RECEIPT Method Description 000/322.100 402/342.400 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/345.830 000/386.904 401/343.405 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 2,160.91 Payment Date: 04/22/2002 12 :26 PM Balance: $0.00 2,160.91 Account Code 1,604.15 20.00 15.00 15.00 37.00 23.50 396.76 20.00 4.50 25.00 Total: 2,160.91 D01 -392 APPROVED 12/28/2001 1:.1 04/24 ?716 'MTN 21.60 9 F. Printed: 04 -22 -2002 Parcel No.: Address: Suite No: Applicant: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT , ...z MW J U, U O; NCI ' CD W W I -I I- N LL w O, Receipt No.: R010001592 Payment Amount: 645.94 I : ; a Initials: SKS Payment Date: 12/28/2001 01:15 PM ' H W User ID: 1165 Balance: $998.25 _° I- 0 Z F-; Dp ;. o co 'ID O — TRANSACTION LIST: b Type Method Description = 0 , — O Payment Check 1344 645.94 t Ili Z `'. UN O' Z Payee: doc: Receipt 3347401425 4622 S 122 ST TUKW JAMES LEE JAMES LEE ACCOUNT ITEM LIST: Current Pmts PLAN CHECK- RES Description. Account Code 000/345.830 645.94 Permit Number: D01 -392 Status: PENDING Applied Date: 12/28/2001 Issue Date: Total: 645.94 2135: 1.2/31. 9716 TOTAL 645.94 Printed: 12 -28 -2001 • Project:II1 !�'/1 ;.1.-. - f€ "�PS►c\ Pore, Type of Inspection: F IAq Address: • 2-1 C 2 . :5. ) 2 2 Date Called: ° 1,c- 02 Special Instructions: Date Wanted: G} Aa i ` ! (o` Q-2 Requester: --\AvIn -P 4 Phone No: INSPECTION RECC') Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -3670 proved per applicable codes. a Corrections required prior to approval. COMMENTS: 7 if' C t7 ►v�,,, ��' nV_ Inspector Date: 10 1 6` 0 2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: F W 6 J U 00 N W w . w=. H w J I— w Z ~: Z0 n p o • N 0 1— w W RI O .. Z w U = : O F.. . Z v Proje� � Type of Inspection: p - 1 Addrgs LL�� Jo 1Z�ir Date Called: 1 0 / a l /<-)2 s ru s: Special In t coon . . Date Wanted: n '. •- a.m. p.m. Requester: CJ�.,, 1. Phone No: COkg Sfl -z 1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: Va)...- l AteC 2 4,- \ II L .1 Il 1 ()No_ -4� urn Inspectpr: V Date: 16/� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION RECOfi; Retain a copy with permit El Corrections required prior to approval. Pr ' ct: d-_ /( 2e_ Type of Inspection: CC— Address: t fifP z2 S. /a t Date called: .yhVd 2. Special instructions: Date wanted: a.m. x/207 C1.p.m. Requester: Phone: 2042 7?'S' - INSPECTION NO. INSPECTION RECO D Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 cot -37 PERMIT NO. (206)431 -3670 El Approved per applicable codes. n Corrections required prior to approval. COMMENTS: 3' M4te. 1Md71fC. (dam? r() "V To cf& 1 44111,0 „ ‚(4 Inspector: Date: `/ n $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: • • vix.A. , .4:A.- Pti ECt:::. rt 6 O 0 CO 0. J w J. LL < w z � Z 0 LLI • 0 o I- W • W Lo Il Z . 1- ; 0 z Proje t: jee r . ) e. Type of Inspection: Type CO P Address: lt I oz^� calle 7 /Oi.� . Special instructions: rCCxr� 4 c,6 y d ey- Date wanted: of o a .> m R , e v e kt,e Phon : , :';;; INSPECTION NO. Approved per applicable codes. INSPECTION RECO D Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: iy4 AleZi Srtt • PERMIT. NO. (206)431 -3670 • Corrections required prior to approval: Inspector: U Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: tit A .4; kti�i Fia! iiv.�:ilzvi'�"StK Fri«.rK?v'YbF �S�;S:35`tiK •:461eq,,±arl■k!.:4" P/ro ect Type of Inspection: , p /aV/5 A'• 1 bEni-E 4 r ` e i ss ‘5 , ate ,57 Date called Special instructions: p Da te wa E— y .. 7 ? �1 p) car . ` R , / e ,�j y� -c / -- [. G Pion . �h .23S . Gr INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per appl codes. COMMENTS: Re el _•T` ° Date: pol - 39? PERMIT NO. at .r 0 0 Southcenter Blvd. Suite 1 0. Cali to schedule r inspection. (206)431 -3670 Corrections required prior to approval. Date: 7.10 REINSPECTION FEE RE IRED. Prior to inspe ion, fee must be paid t • . x:ft:t%:: J:' + °usrz•i.'� ?rti •...r C:?,2•z'lyd w'iisz -; Project: Lee" km: _ i Type Inspection: T /16G Ade;etsa s . 1 �� 5 Date called: r2,..11_0 Special instructions: Date wanted: 7—o1)-01 a.m. p.m. Requester.• J u C�Y1�.P/1 -� Phone: Inspector: Date: INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ERMIT NO. (206)431 -3670 COMMENTS: Approved per applicable codes. Corrections required prior to approval. n $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: t• •� �6rl7 (ijC+rN�: Z 1 z 6 J tD 00 ° J H u. W O }} • . = a ' W Z h Z ° O co, 0 H W W 1-- • U` L I O. ✓ co 0 1- ; z v COMMENTS: F IrCA 1/Y11 1n' • C c5 Y y or4 m i •N A r 0 do I ('_ p OA ro v.e r1 p f t Orx 11 - v s t A c4A; 0,A . rye rove -4 Date want o . / �1�� p.m. V \ontr - Tv t yr = rA ha ue kra a r ()v -ed 96 \N c f 1 Vi sr.C - 1-h S Ii\44 ' to" '• \)0()I C`e \ \tt hr O \)ry V- 14 L IA / 4r;! ‘i \ro " a Q Yav e . « \' 4 \r,n /)( )tY' Project: • i-ee is,ctn C Type of Ins a tion: G6) // 1nn5/r /e7oh Address: i0 S lad Sf Date cane 7 / 1 7/ 0 02 Special instructions: Date want o . / �1�� p.m. Requester: Phon J f o2 55 076 INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 K Approved per applicable codes. 9,,g PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: Date: I_ g cp. $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: i(.F�.'`6iciY,i:;a .yi � ;»a�irai`, "'.e.:� ,i �+t;`?.t:�,�t�sL'•"�d: ;3:tierXrKi#� : J,': �. �i.' wrS A%. Jt: f�.+'a"yJ+n�YMT�.'✓['K k'? v Project:'"" 0 Zee - Type of Inspection:. -r'1/r 1,, Address: Date called: Special instructions: /:00 ,r- /S 4 /:.te -1 , , Date wanted: : a.m. e 7-- :10 .` Requester: r ; . Ph e: 06 .3 � s INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION jt 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. g d> % f 6 72' /S vG gesA J CYZ a /7 .. 4// >as. ector: $47.00 REINSPECTION FEE IEQUIRED. Prior t 6300 Southcenter Blvd., Stite 100. Call to}� e eipt No: INSPECTION RECOR Retain a copy with permit Corrections required prior to approval. �rrl,v�Grd�!h�fz Date: nspection, fee must be paid �edule reinspection. Date: PERMIT NO. (206)431- 3670 n''e: w`L it If • .55e : ::1 5219tdcx'.ir; !K+HL0;u;',5 ,5 fi1 i'`'Xat' , r:j4�A.i: bG•�¢ �.'iiit • Z W: 00 fn s W =. J H w LL ?, N a w H Z � Z0 w w .0 .0 E- • = Z 0 — O ~ Z V COMMENTS: [ ` (.0 f 1 t v-_, .4 - -o T x-rV1 v, r r -Or 1 ,Otry Inr ;c—eA .7 4 s \-,c1, , - te `kr � leInUouio> - 6 Al I/`\- � � 1 Y :` 'P s4 A) . LO 1 t tr Ac " \ J 1 h() d 1)(4) IA A-e) r J/ U.)c < Z oI iA c kar 6(1\1c '-\ o r num AI r5 ,„r A 0 , C ,t i Ar c.061 1,5 ; � ( SC) ' , r OW4c4 . 01Ir5 7. ' Rrcl) \ \ C 'Q 73'. 61 cfrs clef olf 7 .) c i r Tto(L «f: 2 crh s 9A v'n, -i- vac+ \a v , h 4 14 *own crao Project: „, : / VC re it & Type o nspection: rt po r't y Acjc�r n S 2 S � Date � ed l 0 0 � J Special l instructions: Date wan / a.m. Reque.) (' 3 Phone: lob” 02 35 2 5Z &' INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: w ERMIT NO'. (206)431 -3670 Approved per applicable codes. j)(,( Corrections required prior to approval. a te: 71 1 16.2 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: ik.. < Yx::,' :'^a4`�.its�'i -, at: ;r•�. v • .S��.nti4t ';'�•. a�� •{� COMMENTS: q I • �^ 1 Jf'c� l0 r� l ( t aNri -) t71 � S I (1 \ . ( f c rC r� t?� { �lP 2 ` rvSg.�'i• Requester: t.%j ,A.c vc kooV 0 vi s t..0€1./ C u 4 but tit 6} ‘ 1 h,S,44 i irti 10 .1 E i ve c42, &p,40 1 fr_ ‘67.14 C V'GGC, �S tCir. I _ 1 h..1 ‘ v.r t.)5 11. - . .'1 a Ill y j »VW1* Ant Din yls 5.1 Project: � e S Type of I pection: c 't" 1/1^ I Al Address: Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Q INSPECTION RECO Retain a copy with permit 11 Approved per applicable codes. Corrections required prior to approval. J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: �„ + y,�*�a ��� ti+Si�;'a��r�1 ��,,,� ,�.� � it �, ^. } �'�t"' � r, s =�`r +' �:�y�sa. 1. ��: J',.�•.•� I- W ' • re oo CO W J E- tA tL` WO J W Q ' N • = W H Z H. I— O' W ~ D p. O CO: '0 H WW � O: u Z x o . z . COMMENTS: T of Ispection: ,,,y , r t I n S. S7 644.1 Agrg 22 S 2 5 r Date celled_ 3 _ a l Special instructions: . Date v anted: a.m C- -- V — 02.. p.m. Reque er: r 3D /0 er.1 /.S -- 2 NPCf .- do-74 . ---'•\ Prpj z e ect: C ii ,,e / tie e T of Ispection: ,,,y , r t I n S. S7 644.1 Agrg 22 S 2 5 r Date celled_ 3 _ a l Special instructions: . Date v anted: a.m C- -- V — 02.. p.m. Reque er: C ` � C 1 .7,3.n--.252-_6. INSPECTION RECO Retain a copy with permit INSPECTION NO. .. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. *gliar3 + w: tt 'Z�s'ul: (206)431 -3670 Corrections required prior to approval. Date 47.00 REINSPECTION I E REQUIRED. Prio to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,:ri.'�i »^.`s: �d¢:•aralsygif.J,�" !,.:r,;a z oC W 6 00 CO CO 0 ILI U.1 uj co D I-- _ ' z p- 1— O z 1— . W uj n • p: O - o I- W W '. H L_ LL ; Z U N O . z Project, t".2:- - -e - Type of I pection:. ` '0 ) t° 0 9, / ... e ) ; -7. r + � '� Adjrresss: �f N' �^+ Date called: . d Special instructions: Date wanted: a.m. --'5/-e9, P.m.: er: Requester: e..: Phon 6 ) 03J` Approved per applicable codes. j �, ♦ Sw'G.td...atC...lu4i4w`.e j�$1y1 2 4[ INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval.:` COMMENTS: SAQ,q ?h ,.►r pee o Date: 47.00 REINSPECT! t N FEE REQUIRE I . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Ataai;2ida1 cJx L:a�(L 14:W44�f.T'A!NG..kx1}}..�?;r'X3 t; 5"..iNY �.. a. *.L.�:440:WWPfi:! Projects Type 9f In /, r► Address: yl .2..7 .Y 44. Sr Date call, o.;-. Special instructions: Date wanted: ( Requester: Ck - ode, P orfe: (0706) 0 ✓q.,` - o 7 .•- 5 0, ' {t }�,tF; ev��a. �. "}i: "s�7`rG:l.• �:i•v - :�:. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. tiL4 �4 ` h `/TS .i 1� �Yri� Iii i FY1L�W1: S .hA kC,iM PERMIT N (206)431 -3670 Corrections required prior to approval. COMMENTS: Ot /AA Ito" \writ he S --4_KAP l e i r4 Utc 10J • nstite,11- to °pot/Wed • Date: 1 LI ` 0 2 Li $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: datri +i:. Urd to ,L'iiu1:Y�s;l Project: L€ Pe crte. V) Cam. Type of Inspection: t 7ryFrc I 0h t4)( k Date galled: Address: L Special instructions: Date anted: a.m. Request _/ Phone: 799 0 /- t j INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Approved per applicable codes. 1)01-92q PERMIT NO. a reinspection. REINSPECTION/EE REQUIRE 'or to inspection, fee must be paid t 6300 Southcenter Blvd., 100. all to schedule rei ection. i';��1i�e�"y�tlf�• {tea {' : }' _t� .:�. (206)431 -3670 Corrections required prior to approval. COMMENTS: Date: 4 /- 2 - Receipt No: Date: l ✓t.v.w .!f:a ;n{riRU:':k:l /�:i��:::.�:� �.'�i.�.•ir:l Ptct4 P f T pe of Insp ctio :,, IA sp a 0,)-7 4Do-f:4 ess: 1 i. A 0 wif i'aDP/ Y ) .. ate called: Li ,-/ Pec • Sia:,:iiistructi / 4 l' . , • / f , ...,. 4/ / 46 , 0 1 i / 4. bp id -, if. ) / Date wanted: 1 'a.ri pq/a) p..: RequesteD ,,c, 1 `-- 4 , \ p Wel ) WI -gi3(/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per, applicable codes. • INSPECTION RECOR Retain a copy with permit at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431-3670 • El Corrections required prior to approval. • COMMENTS: A • Foy v. Acc4- (% a V rIcsr\--■ m . • • Inspector: Date: . 9_ c).../.1. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: 4. • . • . - t&- -"` • • ' t , • _ • •• ‘.;:r z w 6 2 D O 0 cow ' W I w u _ w 0 • g u_ < • a I— ILI 0 Z I— tu • D ira 0 w O — • W O I— w L I 0 O R. O 1— Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: / Halon: Monitor: Pre"= : Permits: Authorized Signature Permit No. Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 city of Tukwila TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM • M Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief STRUCTURAL CALCULATIONS coR RECT1 >v1tt CITYOF MAR 19 2002 PERMIT CENTER DESIGN WIND PRESSURE : P = Ce • Cq' qs * Iw WHERE: Ce = EXPOSURE FACTOR Cq = METHOD FACTOR qs = WIND STAGNATION PRESSURE Iw = IMPORTANCE FACTOR Ce = 0.62 EXPOSURE B ( < 15 ) Cq = 1.3 METHOD 2 qs = 16.4 80 MPH lw =1.00 P= 13.22 PSF ( <15`) 14.28 PSF ( <20 ) 15.35 PSF (< 25 ` ) 16.20 PSF (< 30 ` ) 17.91 PSF ( <40 ) DESIGN CRITERIA PER 1997 UNIFORM BUILDING CODE STANDARD DESIGN INFORMATION SHEAR WALLS : SEE SHEAR WALL SCHEDULE ANCHOR BOLTS : 5 / 8 " DIA. x 10 " , A 307 OR BETTER , W / 7 " MIN. EMBEDMENT MISCELLANEOUS HARDWARE : SIMPSON STRONG TIE CONNECTORS OR EQUAL V = .1636 W WIND PER SECTION 16 DIV III EARTHQUAKE PER SECTION 16 DIV. IV BASE SHEAR : V = 2.5 * I * Ca • W / R WHERE: I= IMPORTANCE FACTOR Ca= SEISMIC COEFFICIENT W = TOTAL SEISMIC DEAD LOAD SITE PROJECT SPECIFIC VALUES : SITE PROJECT SPECIFIC VALUES : I = *1.00 Ca = 0.36 ZONE 3, SOIL TYPE D R = 5.5 SHEARS WALLS HORIZONTAL SHEATHING : OSB (MINIMUM PANEL GRADE 2 - M - W ) SEE TABLE 23 - II -H ( USE COMMON -NAILS SPACED AT 6 " 0. C. ® SUPPORTED EDGES AND ® 12 " O.C. FIELD ) ROOF : 7/16 OSB W / 8d NAILS ALLOWABLE DIAPHRAGM SHEAR = 170 x 0.82 = 140 plf FLOOR : 3 / 4 " OSB W / 10 d NAILS ALLOWABLE DIAPHRAGM SHEAR = 215 x 0.82 = 177 plf S. V= a. /636 c�J. .17eAv .... aF �S .. . as ry. Wr • . /333 S• ...x 26 p "5 2.5- klv .. ' /3.S7 ,SF. pc .2-C = 33/2S # • VERric tc_ . j7is7r41/0vr 6A). h . W x. /1 Ropep 33325 17 Sectos'zs" .. . G S aid. P L R - 3372S' 7 9 . 5 5 3 Z S � 3S . ( 0 7 Z _ g71 „SD ___Tileeep?2e . (r' s 7!s/ 3 &S/ 5cc©ic% Fide. 5/4 . y ,au s sty._ ._.... V= 7/5/ L = waLL- {yf) .. V .... .240 _._.... P ....._._._.... 23.E .._... 33.Z8 .,_._ . F�'lo! l._. 10 14-16 7/57 l_? ropy. - 1/° /14,4. 2¢ ;v-- a /CD. a . 11,94/1.. . 33'74 37 97 .... 3.r7( . 47- 'S 71S/ ._._. Fb2,67 Fc�e 5/(64R _uJ is . 614E/5/PE d . 1 = x'/ .... _.._.._ .. L 4_.... RED NOD . Leer 95of _._ 4 // 2 1? 2s 5F /4.2k x.13 74 sf e 2 t /08S 14-2t ms,s- 36 sr e zi = 476 7bTskc. ogifx=r ft/e ao7 r ^ 2/6 s,: a 2 z Pr4u- FL F/8 = 2?s 3o/ 3 ST/ - 62001/0Ace z Y LIT = 77" 166 sT 55 G / v Wail? o/" " eTziaivA g C4 Tom- g'cop ... ch. =.7093 2 45.5 sF@ /x 22 _ 40/s- Tbro - i2 Fl. . S�S. ......... = . 6cs/5 * 493 cc 2 6 J U O O W 0 . w W J I- CO LL WO Q p W z �.. z o w U 1:1 ; 'O - 0 • w = U wZ U N. O 1-, 6 6/pr/sipe e 705' L. P.ve lr /,per APT' ) 2 7 093 .. • GS 3 A, /D -ir /ei° pg 149 P/C. t 49 P�-� 6/ :t4ti�.Yl$:'k ►- w O; co ow, J fA LL, w 5. a z z o U N : ;O � W U J 11 Z w to O H, Z _.._.. /l► /SIDE % .... I ? .._ 6,o/S" wAu, Le / 49'02. 1 . 5 G/° 0 _._..__......- .--- 9./7 .._.. _._._ 3_51 ..__ _17- 6' ....... __. ..___.- 6. __. __.._.__....__. .____ - - - 697- P2- 3 Z•NP b /.s 69 Pa - 3 . G� 4 __..__._ __.._ - v - ' .... 1/9 6/1EAJ1 - TyPE OZg 32-9 P / -3 . s Mat T k _ .. 4feid 724.r 407? 2 4 4 6 ._ BO'S 6 74-7 _... _.... __.. GG�� ... 444( 7 _...._ 7 . 4 _._ .; 17 ___.._.._.. _.....__ ,or. /. 6/ L E T ' . 24- . ....._... 1 .... _._ __.. __.. l f 4 z .0744- -l6 >1 z : a - aid-. l3 . 1 _. 51f4. 10174 ._..__ =IV O_ ¢ 8 67Gr 4i K. /An, ¢`i¢ $ /OS �g_.._.. I1 & � 3__._ -.__� 21.5"" .__.._.. -- C5 - ©! -. .__. 9 8 3760 21). oveizr.)/ztimi6 lieu? ow "is , _..._ Ftoo,e. shoe / F:...... ¢ _ . 1 _ -.- _ -_.. 8 ... ___....__ v 7 Z -. - mss _....._._ 2a7 6¢7 �__..:.._ •( 6 . 747 ?! 666_..k 440 7 CGK10/TrWV S .7 v • • ..oVe2.7v2r� /dc F2.4 . WAu. - ... L. V N. REAR -... 4- 141 e 14? . e ... 4' 141 . ? ID .. 10 330 g l o reat. 7 g . to '77 8 Et1tP . ee 1 g 140 1� k llocpoinds . /'lot 47,5 9536 47(4 74400 4444 3310 3 1 r ¢2.1 171.5 42.1 260 ¢29 24-1 241 774D 6e) ?- 1724 77.x (003 . _ -- ..- .. ¢. - ) .. _ 3/ O4 %S" 213y . . ::.... / ... _ . ......... S ... _ ... c8OD GO�z . _ ... 76l /, .... -... k _ .... 8 ...... '840 101 .. 94- 1 .._ _ . g ...... . 8 . . . / z 2 . 4 0 2 1 7 7 4 ._ r ......_ PEge Nr7 /co - IvAu- 614/.0) 4-16 c LOA/ts 4 x1/8 F .e -r /A16 A,vc oR,s, 4 c 5 /, 772,4P - 1465 4- HHT 4 s ?/?AP = .17 0 5 HPA 1/9 22- = /7 2 7 STwv/4- = 4.430 615 0 Copy /rays HAel T �.:. R. 433% 101S 7e2./ 9 . 3 43 5 lvW 3 23709 272 2 . - 3 C rl 3119 /040 3 7 - / 3 3 4' FIDE The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by BMC West- Tacoma Pages or sheets covered by this seal:R1064069 thruR1064073 My license renewal date for the state of Washington isJanuary 24, 2002. December 21,2001 Anderson, The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI -1995 Sec. 2. RECEIVED CITY OF TUKWILA DEC 2 8 2001 PERMIT CENTER MiTek industries, inc. 3033 GOLD CANAL DRIVE SUITE 200 RANCHO CORDOVA CA 95670 USA FAX (916) 631 8225 TELEPHONE (916) 631 7811 9/l d 9989'°N S31d1SNaNl )131I11 Wd9P: 1002 '1Z'380 Job Truss cuss Typt qty Ply ( 81064073 JAMES2 T01 ROOF TRUSS 10 1 (optional) , Tacoma -1 -0.0 1 -0-0 7-3.14 7-3-14 14-0-0 6.32 .201 5R1 s Oct 25 2001 MiTek Industries, Inc. Fti Dec 2F0B:17 32 2001 Page 1 4x6 = D 1 LOADING Ipsf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud 3x6 LOAD CASEIS) Standard 5,00 (7 1.5x4 1.5x4 C E 9-6-10 9 -6 -10 Plate Dffsets (X,Y): 1 8:0.0.6,04.2),IF:0- 0- 6,0 -0-2) J 3x4 = REACTIONS (lb/size) B - 1235/0.5 -8, F e 1235/0 -5.8 Max Horz B= 69(toad case 5) Max UpliftB=- 93(load case 5), F=- 931Ioad case 8) FORCES (lb) - First Load Case Only TOP CHORD A -B-23, B -C- -2307, C -D- -2024, D -E= -2024, E -F= -2307, F -G =23 BOT CHORD 8-J.2045,1-J.1380, H -I - 1380, F -H =2045 WEBS C -J =-423, D -J =675, D -H =675, E -H= -423 18-5-6 8 -10-13 3x4 = 20-8-2 ba -2 H 3x4 ) NOTES; 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind Toads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 3.0 psi bottom chord dead load, in the gable end roof zone on an occupancy category I, condition I enclosed building, with exposure B ASCE 7 -95 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If dorches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads per Table No. 16 -8, UBC -94. 4) This truss has been designed with ANSI(TPI 1 -1995 criteria. A WARNING - Verity design paruurerers and READ NOTES ON 7'l /!S ANI) REVERSE SIDE BEFORE USE Design/40d for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual buildin j component to be installed and loaded vertically, Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual web mimbers only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Addillopal permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding labrication, quality control, storage, delivery, erection, and bracing, consult QST -88 Quality Standard, D8B- 89 Bre :Ing Specification, and HIS -91 Handling Installation and Bracing Recommendation available Irom Truss Plate Institute, 503 D'0noftlo Drive, Madison, WI 53719 9/9 'd---- 9989'ON 28-0-0 9-8-10 28 -0-0 7 - 14 SPACING 2 - 0 - 0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANS195 CSI TC 0.61 BC 0.79 WB 0.27 (Matrix) DEFL In (loc) I /deft Vert (LL) -0.21 F -H >999 Vert (TL) -0.46 F-H >713 HorzITL) 0.09 F n/a 1st LC LL Min I /dell - 240 PLATES MI120 Weight: 96 lb BRACING TOP CHORD Sheathed or 3.0.15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. GRIP 1-0-0 Scale =1:50.5 3x6 = { 185/148 EXPIRES 1 - 24 December 21,2001 MiTek Industries, Inc. S31d1SNGNI N31I11 Wd8t7:V —1002 'H '00G JOb JAME 32 Truss SO2 Truss Typ. ROOF TRUSS Oty 11 Ply 1 R1064072 (optional) ES T, Tacoma 3x10 LOA NG (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LOA • CASE(S) Standard A 754 7-5-4 7 -5-4 5.00 (TT SPACING 2 - 0 - 0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress lncr YES Code UBC /ANSI95 9/9 'd — 9989' °N 3x4 C 14 -0-0 6-6-12 J H 1.5x4 11 1.5x4 11 2.50 rr2 14-0-0 6-6-12 CSI TC 0.80 BC 0.91 WB 0.98 (Matrix) 4x6 = D 6x8 - Design slid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual buildin• component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of compo ent Is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web m mbers only. Additional lempora y bracing to Insure stability during construction is the responsibility of the erector. AddIllo al permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regardl g fabrication, quality control, storage, delivery, erection, and bracing, consult QST -99 Quality Standard, 13S8- 49 Bra Ina Specification, and IIIB -91 Handling Installation and Bracing Recommendation available from Truss Prate I 'Mute, 593 D'Onofrlo Drive, Madison, WI 53719 s Oct 25 2001 Mi Industries, Inc. Fri Dec 21 08:17:32 2001 Page 1 20-6-12 6-6-12 20-6-12 6-8-12 DEFT in (loc) I /defl VertILL) -0.48 H -I >722 Vert(TL) -0,79 H -1 >418 Horz(TL) 0.49 F n/a 1st LC LL Min I /defl = 240 YARNING - Ver•ift' design parameters and REAL) NOTES ON THIS AND REVERSE. SIDE REFORE USE 3x4 E NOT 1) Th truss has been checked for unbalanced loading conditions. 2) Th . truss has been designed for the wind Toads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top ch rd dead load and 3.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category I, condition I en lased building, with exposure B ASCE '7-95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. if • orches exist, they are not exposed to wind. The lumber D0L increase is 1.33, and the plate grip increase is 1.33 3) Th . truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, U= -94. 4) Be ring at joint(s) 8, F considers parallel to grain value using ANSI/Mt-1995 angle to grain formula. Building designer should ve fy capacity of bearing surface. 5) Th truss has been designed with ANSI/TPI 1 -1995 criteria. MiTek Industries. Inc. S3I81S00NI )311W 28-0-0 754 28 -0-0 7-54 3x10 PLATES GRIP MI120 I 185/148 1 Weight: 93 Ib LUM = R BRACING TOP r HORD 2 X 4 HF 1850F 1.5E TOP CHORD Sheathed or 2 -7 -4 cc purlins. BOT • HORD 2 X 4 HF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0.0 oc bracing. WEB 2 X 4 HF Stud WEBS 1 Row at midpt C -I, E -I REAC IONS (Ib /size) B = 1235/0 -5 -8, F =1235/0 -5 -8 Max Horz B =68(Ioad case 5) Max Uplift B =- 92(load case 5), F =- 92(load case 8) FORC S (Ib) - First Load Case Only TOP r HORD A -B =21, 8 -C= -4230, C -0= -3007, D -E= -3007, E -F =-4230, F -G =21 BOT HORD B -J =3890, I -J =3886, H -I =3886, F -H =3890 WEB C -J =147, C -I = -1089, D -I =1825, E -I =- 1089, E-H =147 F" 1 -0.0 Scale = 1:49.5 EXPIRES , 1-24-02.1 December 21,2001 WdLt: —1004 '1Z' °80 Job JAMES2 LOADING Ipsf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 Truss 501 acoma 3x4 = 8-0-10 8-0-10 Plate Dffsets IX,Y): (1:0- 3.0,0.2 -141 LUM ER TOP r HORD 2 X 4 HF No.2 SOT ' HORD 2 X 4 HF No.2 WEB 2 X 4 HF Stud REA • IONS (Ib /size) B-489/0-5-8, F - 312/0 -5-8 Max Horz B =88(Ioad case 5) Max UpliftB =- 80(load case 5), I=- 51(Ioad case 6), F=- 65(Ioad case 6) Max Gray 8= 596(load case 7), 1 =1671(Ioad case 1), F =34511oad case 8) FOR • S (lb) - First Load Case Only TOP r HORD A -B =23, B -C= -468, C -D= -356, D -E -809, E -F= -162, F -G=21 BOT ' HORD 8 -J =356, I -J = -358, H -1 =101, F -H =105 WEB C -J = -429, D-J =857, D -I = -1261, E -I = -822, E -H =177 LOA • CASE(SI Standard 7-3.14 7-3-14 ROOF TRUSS SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress lncr YES Code UBC /ANSI95 9/ 'd- 9989' °N Truss Type J 3x4 = 14 -0-0 6-8-2 CS1 TC 0.63 BC 0.43 WB 0.97 (Matrix) 15 - 8 7 -4-14 4x8 = D Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual buildin component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of compo ant Is responsibility of building designer — not truss designer. Bracing shown Is for lateral support of Individual web m mbers only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Addlti. al permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regard g fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, 058- 89 Br. Ing Specification, and 1118.91 HendlIng Installation and Bracing Recommendation available from Truss P1111 Institute, 583 D'Onofrio Drive, Madison, WI 53719 ty 3 S aC 18 -2 -7 4-2-7 6x6 = 2.50 FIT 214-0 6-0-8 to • tional) e In • ustrtes, nc. 214-0 3-3 -0 A ARNING - Veriy design parameters and READ NOTES OA' THIS AND REVERSE SIDE BEFORE USE ()EFL in (loc) I /dell Vert(LL) -0.09 8 -J >999 Vert(TL) -0.21 B -J >884 Horz(TL) 0.02 F n/a 1st LC LL Min I /dell = 240 S31d1SNONI N311W { NOT 1) Th truss has been checked for unbalanced loading conditions. 2) Th truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top ch rd dead Toad and 3.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 1, condition I en Iosed building, with exposure 8 ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If . orches exist, they are not exposed to wind. The lumber DOL Increase is 1.33, and the plate grip Increase is 1.33 3) Th truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, U: -94. 4) Be ring at )oint(s) F considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should ve fy capacity of bearing surface. 5) Th- truss has been designed with ANSI/TPI 1 -1995 criteria. MTek Industries. Inc. PLATES MI120 28-0.0 64-0 28 -0-0 6-8-0 Weight: 100 lb BRACING TOP CHORD Sheathed or 5 -10 -12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3x4 GRIP 185/1t18 WdL : —Loot ' L ' oeo R1064071 age 1 -0-0 Scale = 1:510 1 EXPIRES 1.24-021 December 21,2001 Job Truss Truss Typr qty Ply - R1064070 JAMES2 GE02 ROOF TRUSS 1 1 (optional) EST, Tacoma f 1- 1.40 1• O Q R S T 111111111116.._ LOAD NG (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 5.00 (T£ H 24m nwiim+iimiiwmmxmA mmwieiiimgx iiAmmxiioiiiiiiiiiiiiiii 3x4 = AP AO AN AM AL AK AJ Al AH AG AF AEADAC AB AA Z Y X 3x4 = 3x4 = LUMBER TOP C HORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 OTHE 9S 2 X 4 HF Stud 14-0-0 14.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC /ANSI95 CSI TC 0.09 BC 0.06 WB 0.05 (Matrix) 3x4 = L 26-0-0 28-0-0 ,201 SR1 s Oct 25 2001 MiTek Industries, Inc. Fri Dec 21 08:17 :30 2001 Page 1 DEFT in (loc) I /defl Vert(LL) n/a - n/a Vert(TL) 0.00 A >999 HorzITL) 0.00 V n/a 1st LC LL Min I /defl = 240 2S-0-0 14.0 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REAC PIONS (Ib /s(ze) B-174/28-0-0, AD =5/28-0-0, AH =108/28 -0 -0, AG = 108/28 -0 -0, AP = 201 /28 -0 -0, A0=76/28-0-0, AN = 120/28 -0.0, AM =110/28 -0 -0, AL =112/28.0 -0, AK =112/28.0 -0, AJ =112/28.0 -0, Al = 114/28.0.0 AF -1 14/28 -0.0, AE =108/28 -0.0, AC =108/28 -0.0, AB = 113/28 -0 -0, AA = 110/28 -0 -0, Z..120/28-0-0 • Y..76/28-0-0, X = 201 /28 -0 -0, V=174/28-0-0 Max Horz B= 66(Ioad case 5) Max Uplift 8 11(load case 5), AP =- 22(toad case 5), AO =- 15(toad case 5), AN =- 16(Ioad case 5), AM =- 16(load case 5), AL =- 16(Ioad case 5), AK =- 161Ioad case 5), AJ =- 16(Ioad case 5), Al =- 19(load case 5), AF =- 20(load case 6), AE=- 17(load case 6), AC=- 17(load case 6), AB=- 15(Ioad case 6), AA =- 16(load case 6), Z =- 16(load case 6), Y =- 15(Ioad case 6), X =- 2111oad case 6), V =- 22(Ioad case 6) Max Gray 8 = 174(load case 1), AD = 13(load case 2), AH = 108(load case 1), AG = 108(load case 1). AP= 201(toad case 7), AO =76(Ioad case 7), AN =120(load case 1), AM =110(load case 1), AL= 112(Ioad case 7), AK = 112(load case 1), AJ =112(toad case 1), At = 116(load case 7), AF = 116(load case B), AE =10B(load case 1), AC= 108(Ioad case 1), AB- 113(Ioad case 8), AA=110(load case 1), 2 =120(load case 1), Y = 76(ioad case 8). X = 201(Ioad case 8), V =174(load case 1) FORC ' :s 11b) - First Load Case Only TOP CHORD A -B =23, B -C=26, C- D = -31, D -E =11, E- F = -24, F -G =9, G -H =9, H -1 =9, I -J =9, J -K =9, K- L = -22. L- M = -22, M- N = -24, N- 0 = -24, 0- P = -24, P- Q = -24, Q- R = -24, R- S= -24, S- T - -22, T- U = -31, U- V = -41, V -W =23 BOT CHORD B -AP =7, AO -AP =7, AN -A0 =7, AM -AN =7, AL -AM =7, AK -AL =7, AJ -AK =7, AI -AJ =7, AH-Al= 7, AG -AH =7, AF -AG =7, AE•AF =7, AD -AE =7, AC -AD =7, AB -AC =7, AA -AB =7, Z -AA =7, Y -Z =7, X -Y =7, V -X =7 WEBS K- AH - -81, M -AG- 81, C -AP- -147, D- A0 - -62, E- AN = -90, F- AM = -85, G- AL = -85, H- AK = -85, I- AJ = -85, J AI = -87, N- AF = -87, 0- AE = -85, P- AC = -85, C1-AB=-85, R- AA = -85, S- Z = -90, T- Y = -62, U -X= -147 NOTES 1) Thb truss has been checked for unbalanced loading conditions. 2) Thb truss has been designed for the wind Toads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chcrd dead Toad and 3.0 psf bottom chord dead Toad, In the gable end roof zone on an occupancy category I, condition I enclosed building, with exposure B ASCE 7 -95 per UBC /ANSI95 if end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase Is 1.33, and the plate grip increase is 1.33 3) Tr,1ss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1.5x4 MI120 unless otherwise indicated, 5) Ga ,le requires continuous bottom chord bearing. 6) Ga )le studs spaced at 1.4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads per Table No. 16 -8, UB,r -94. 8) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard A 'YARNING - Verily design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design rand for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual buildlnti component to be installed and loaded vettically. Applicability of design parameters and proper Incorporation of compor ant is responsibility of building designer - not Truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additiot al permanent bracing oI the overall structure Is the responsibility of the building designer. For general guidance regardi ig fabrication, quality control, storage, delivery, erection, and bracing, consult QST -9e Quality Standard, DSO- 89 011 Ing SpecIficatIon, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onolrio Drive, Madison, WI 53719 9/E 'd 9989' 1 m MiTek Industries, Inc. PLATES GRIP MI120 185/148 Weight: 138 lb 1 i 1.0.0 Scale = 1:50,5 EXPIRES 1.24-021 December 21,2001 S31d1SN4Nl �31I Wd9t/17 - 1002 'lZ' cc W O 0 (0 W J H LO LL W O . g J LL ? (0 d = W Z = - . 1- Z F- uj En U� CI II- W U LO W Z U = O H Z Job JAMES2 Truss OE01 Truss Type ; ROOF TRUSS City 1 Ply 1 .- R1064069 (optional) 1 acoma LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL j 0.0 BCDL 10.0 -1-0 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud OTHERS 2 X 4 HF Stud LOAD CASEIS) Standard 1 -0-0 7 -3-14 NO NOTCHES WITHIN 36" OF HEELS. 6x8 = 3x4 a 7 - 3 - 14 3x4 3x10 \\ 3x4 D 5.00112 3x4 3x4 3x4 , C M 10x10 = 7 -11.4 7 -11.4 Plate Offsets IX,Y): 18:0- 3- 2,Edge), IF :0- 1- 11,Edge], IF:0.3 13,Edge) { 14 -0-0 6-8 -2 15-2-12 73-8 FORCES (Ib) - First Load Case Only TOP CHORD A -B =23, B -C= -1091, C -D= -1018, D-E =553, E -F =152, F -G =23 BOT CHORD B -M =957, L -M =223, K•L =223, J -K =223, I- J = -32, H- I = -32, F -Ha -58 WEBS C -M= -448, D -M =882, D -J= -1088, E- H = -32, E -J= -506 .201 SR1 a Oct 25 2001 MiTek Industries, Inc. Fri oec 21 2001 Page 1 4x8 21-8-0 7-6-0 { 18 -3-2 3-0.8 3x4 6x10 1/ L K J 1 3x4 = 6x6 = 24 -0 -14 BRACING TOP CHORD Sheathed or 8 -0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8 -0.0 oc bracing. WEBS 1 Row at midpt D•J REACTIONS (Ib /size) B=734/0-5-8. J = 1387/3 -5 -8, H =158/3 -5 -8, F=203/3-5-8, L=208/3-5-8, K =- 214/3 -5.8 Max Horz 8 =67(Ioad case 5) Max Uplift B.- 83(Ioad case 5), J =- 46(load case 5), H=- 811oad case 6), F =- 61(Ioad case 6), K=- 417(load case 2) Max Gray 8= 734(Ioad case 1), J= 1387(Ioad case 1), H =239(1oad case 8), F= 223(load case 8). L= 398(load case 2) NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chard dead load and 3.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category!, condition I enclosed building, with exposure B ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1.5x4 MI120 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads per Table No. 16 -8, UBC -94. 7) This truss has been designed with ANSI/TPI 1 -1995 criteria. 6-5-12 28.0.0 8-8-0 E 3x4 3x4 H 28 -0-0 3-3-2 Weight: 187 Ib -0 , 1.0-0 4x8 11 3x4 PLATES GRIP MI120 185/1138 Scale =1:59.3 SPACING 2 - 0 - 0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC /ANSI95 CSI TC 0.29 BC 0.51 WB 0.49 (Matrix) DEFL in (loc) I /defl Vert1LL) -0.07 L -M >999 Vert(TL) -0.15 L -M >999 Horz(TL) 0.02 J n/a 1st LC LL Min 1 /deft = 240 1 EXPIRES 1 "24-02. December 21,2001 A WARNING - Vcvjjt dralmn /raranteltrA and READ NOTES ON THIS AND REVERSE. SIDE BEFORE USE Design o valid Tor use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual buildm component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult 05T -88 Quality Standard, 0513- 89 Brining Specification, and HI8-91 Handling Installation and Bracing Recommendation available from Truss Plata Institute, 9iQnofaoDriv�989ono� S3i�1SO4Nl WI Industries. �31IW WdOti�� —1002 lZ'�aa BMC WEST (Kent) 1720 Central Ave. S. Kent WA 98032 Telephone: (253)854 -4990 Fax: (253)854 -0065 Name: Address: Telephone: Truss transferred from Layout Job: James #2 ,� *Ow C ar sM Scale: 1 : 96 Date: 12/19/01 Drawn By: qrw G' E'0 2 '1 T , r. •T01 02 SO2 S02 S 02 01 0 GE 02 • T01 S02 S02 • S02 -- _ _ ittim 15 -0 -0 9 9 m 0 0 9 0 m 9 0 0 to v ACTIVITY NUMBER: D01 - 392 PROJECT NAME: Lee Residence SITE ADDRESS: DEPARTMENTS: a�sc. Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Original Plan Submittal 4622 S 122 St Response to Correction Letter # ' Revision # Fire Preventior. Structural Incomplete n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required Documents/routing slip.doc 2.28-02 Fl REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: PERIVII i COORD CU Y PLAN REVIEW /ROUTING SLIP PERT COORD COPY Response to Incomplete Letter # Planning Division Permit Coordinator No further Review Required After Permit Is Issued v, J DUE DATE: 03-2 1 -02 Not Applicable n n DATE: DUE DATE: 04 -18 -02 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: re FW J U O 0 . to LU —J U) L w 0 g Q. co Z � I— 0 Z I- 2 0 I- = 9 O' .. Z. 0 =; 0 I• Z Date: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on 3-/q- Plan - /q - Plan Check/Permit Number: Project Name: JAIL -1-E5 Project Address: 4 &2 2- /22 no; Sr, % U/4 uJ /C_,4 Contact Person: G?o Phone Number: 253- 2Sp -21/ . Summary of Revision: ,mod /LD / /'/', J/ 4 BLt✓r-/ / L VCEZ7 /ti/ 6 /z T 7b J 7 £ - I2EG?U!/2E, --1 frS ey0/Z Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision CITY OF TUKWILA MAR 19 2002 PERMIT CENTCR 08/30/00 Date: Project Name: LEE RESIDENCE City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Address: 4622 South 122 Street Contact Person: Armando Leyua Plan Check/Permit Number: D01 -392 Phone Number: Summary of Revision: TO -ems f' 9071-k) #' .1 CITY OF TUKWILA MAR 19 2002 PEWIT MITER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision ,ICGv- Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on "0 03/13/02 } 1- �Z LW , 6 � JU 0 0. CO 0 wI J w 0.. g Q. w: Z � . I - U ' `O N w . F.. U . 0: Ili z .0 N:. o� z March 13, 2002 Armando Leyua PO Box 3982 Kent, WA 98032 RE: CORRECTION LETTER #1 Development Permit Application Number DO1 -392 Lee Residence 4622 South 122nd Street Dear Mr. Leyua: If you have any questions, please contact me at (206)431 -3670. Sincerely, ren.a olt Permit Coordinator encl xc: File No. D01 -392 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 w 6 U O N o cn III ; CO u. w 21 co w t Z F. HO Z N , w w H r - .. Z w O z ACTIVITY NUMBER: D01 -392 PROJECT NAME: Lee Residence SITE ADDRESS: 4622 S 122 St DATE: 03 -18 -02 Original Plan Submittal Response to Incomplete Letter # x Response to Correction Letter # I Revision # After Permit Is issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Comments: rte-tcSe- Please Route Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2.28.02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DUE DATE: 03-21 -02 Not Applicable n Ife5u ie . L5( 54Lrvc4- u„r'cit CrA1C5 Structural Review Required Approved with Condition n n No further Review Required DATE: 3 1i( /yea-- DUE DATE: 04-18-02 Not Approved (attach comments) U DATE: Planning Division Permit Coordinator n n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: oc w UO U) 0 w i J I— N LL w O S. a J LL �w Z = Z O0 7 p, 0 I— U LL o ` U N O ~ z v PERMITNO.: Dok BUILDING PERMITS INSPECTIONS • ❑ 1 Progress Inspection Status ❑ 2 Pre - construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow -up ❑ 7 Pre -Move Inspection jii 50 WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 70 NLEA Inspection/Modular Struct ❑ 71 Mobile Home Tie Down Insp ❑ 72 Marriage Lines ;6k-90 Resteel ❑ 95 Footing Drains 100 Foundation Footings 200 Foundation Walls 250 Foundation Insulation X 300 Concrete Slab /Slab Insulation ❑ 350 Crawl Space 400 Shear Wall Nailing 450 Plywood Wall Sheathing 500 Roof Sheathing Nailing 525 Plywood Deck Nailing ❑ 550 Exterior Wall Sheathing ❑ 600 Masonry Chimney ❑ 610 Chimney Installation/A1l Types 700 Framing 750 Roof /Ceiling Insulation ❑ 800 Floor Insulation 801 Wall Insulation 802 Exterior Roof Insulation 803 Glazing Inspection ❑ 815 Lighting and Controls ❑ _ 900 Suspended Ceiling 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 1110 Pre -Move Inspection ❑ 1115 Motor Inspection ❑ 1120 Pre -Demo ❑ 1140 Pre - reroof ❑ 1400 Final -Fire 1700 Final - Building ❑ 1900 Final- Reroof ❑ 3100 Site Visit ❑ 4000 Special- Concrete ❑ 4001 Special -Bolts in Concrete ❑ 4001 Special- Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 4004 Special - Welding ❑ 4005 Special- High- Strength Bolting ❑ 4006 Special - Structural Masonry ❑ 4007 Special -Reinf Gypsum Concrete ❑ 4008 Special - Insulating Conc Fill ❑ 4009 Special -Spray Fireproofing ❑ 4010 Special- Piling, Piers, Caissons ❑ 4011 Special - Shotcrete ❑ 401 Special- Grading, Excav /Fill ❑ 4013 Special- Retaining Wall ❑ 4014 Special - Panels ❑ 4015 Special -Smoke Control System TENANT NAME: Lee- CONDITIONS ■ A 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division 10002 Plumbing permits shall be obtained through King Co 10003 Electrical permits obtained through L & I 10004 All mechanical work shall be under separate permit 10005 All permits, insp records & approved plans available 10006 All structural concrete shall be special inspected ❑ 10007 All structural welding shall be done by WABO certified inspector ❑ 10008 All high- strength bolting shall be special inspected ❑ 10009 Bolts installed in concrete shall be special inspected ❑ 10010 When special inspection is required...notify Tukwila Building Division ❑ 10011 The special inspector shall submit a final signed report ❑ 10012 Any new ceiling grid and light fixture installation ❑ 10013 Partition walls attached to ceiling grid ❑ 10014 Readily accessible access to roof mounted equipment 10015 Engineered truss drawings & calcs shall be on site 10016 Any exposed insulation backing material shall have ❑ 10017 Subgrade preparation including drainage, excavation ❑ 10018 A statement from the roofing contractor verifying fire retardant class of roof ,10019 All construction to be done in conformance w /approved plans ❑ 10020 Structural observation shall be provided for this project ❑ 10021 All food preparation establishments must have King Co ❑ 10022 Fire retardant treated wood shall have flame spread of JR Notify Building Division prior to placing any concrete ❑ 10024 All spray applied fireproofing shall be special inspected 10025 All wood to remain in placed concrete shall be treated ❑ 10026 All structural masonry shall be special inspected 10027 Validity of Permit 10028 Rack storage requires separate permit 10030 No occupancy of building until final insp by Bldg Div 10031 Comply with requirements of TNIC 16.04 ❑ 10032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 10036 Manufacturers installation instructions required on site ❑ 10038 A C of O will be required for this permit p 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 10042 Fuel burning appliances ❑ 10043 Appliances, which generate ❑ 10044 Water heater shall be anchored ❑ 10045 Reroof ❑ "Anchoring - All new construct and substantial improvement shall be anchored to prey t flotation" Plan Reviewer: Permit Tech: 1 1 ( Date: - • DT-- Date: `'i' - 4 ,a,..v.meon tYe9mSmekteawfm]tYM,�i ittlia t' A.'1 .*MOWNI DEPARTMENTS: 4cggd 340v,, Publiq Works Iv U Mj.k.) 3 4 2.02. Buildin Division Complete TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved REVI WER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -392 PROJECT NAME: JAMES LEE RESIDENCE SITE ADDRESS: 48T AVENUE SOUTH _Original Plan Submittal Response to Correction Letter # DATE: 02- 11 -02 XX Response to Incomplete Letter # 1 Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete l l Comments: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Atari , Approved with Conditions REVIEWER'S INITIALS: n �• 3 PERMIT COORD COPY Planning Division Permit Coordinator DUE DATE: 02-1 2-02 Not Applicable No further Review Required DATE: DUE DATE 03 -12 -02 Not Approved (attach comments) TE DUE DATE Not Approved (attach comments) DATE: Z w 0 00 N0 UJ J f-. W O. j . cn ��. Z I. Z W W U ci . u) 0— 0 F- W W . 1 0 O v u, O f- z. A9 isnnmmmw•��- City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the nail, fax, etc. Date: 07 _— Response to Incomplete Letter # [] Response to Correction Letter # ❑ Revision # Project Name: Project Address: Sheet Number(s): after Permit is Issued Contact Person: 4/2/x- /4 / /,fl l�C��" - . Phone Number: ,2 g0)// Summary of Revision: " / • i z " piv r/t' ZW ao'iG G/P /,c3,46 /4 Plan Check/Permit Number: DO 1 -392 James Lee Residence 4622 S 122 St "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [J Entered in Sierra on AIECENED OI'TY OF TUKWILA PERMIT CENTS 3 01/07/02 January 7, 2002 Mr. Armando Leyva P.O. box 3982 Kent, WA 98032 City of Tukwila RE: Letter of Incomplete Application #1 Development Permit Application Number DO1 -392 James Lee Residence 4622 S 122nd St. Dear Mr. Leyva: Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 28, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Contact Ken Nelsen (206) 431 -3677 if you have any questions about the following: 1. See attached memo. Steven M. Mullet, Mayor Public Works Department: Contact Jill Mosqueda (206) 433 -0179 if you have any questions about the following: 1. See attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. 1 have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3684. Sincerely, K ai t t + (( dr( Kathryn A. Stetson Permit Technician encl File: Permit File No. D01 -392 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 vvIA w ' . J U; U Q: co u) w I; CO IL, w O w Q. = i ...w. Z � I- O`: Z w o ,O —. xa w w . - tL Z' U N: z ACTIVITY NUMBER: D01 -392 DATE: 02 -11 -02 ROJECT NAME: IAMES LEE RESIDENCE SITE ADDRESS: 48 AVENUE SOUTH Original Plan Submittal XX Response to Incomplete Letter # 1 Response to Correction Letter # _Revision # After Permit Is Issued DEPARTMENTS: Building Division Fire Prevention Public Works n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTI G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: n Planning Division Permit Coordinator Incomplete n Not Applicable d r - r 4 .114,, wti (,1 (k44' co DATE: `2 ( t 7. (07 DUE DATE: 02-1 2-02 DUE DATE 03 -12 -02 Not Approved (attach comments) DATE: J y ( Z 1� I DUE DATE Not Approved (attach comments) DATE: BUILDING DIVISION REVEIW Date: March. 3, 2002 Project Name: James Lee Residence building permit applications Application #: D01 -391 and D01 -392 Plan Review: Ken Nelsen, Senior Plans Examiner Option #1 Option #3 Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 A follow -up review has been completed on the subject project. This Department has determined the proposed footing subsoil drain system would not be acceptable. Review the following altemate design options and submit applicable revised plans. Please note that some of the options may eliminate the footing subsoil drain requirement altogether. Revise the plan crawl space construction to a slab on grade structure. The footing subsoil drains will not be required. Option #2 Revise the foundation detail to provide backfill inside the foundation to a point level with or above the out side finish grade of the structure. The backfill elevation must be high enough to eliminate ground water accumulation in the crawl space. This design will not require footing subsoil drains. If footing drains are installed, a separate discharge system from the roof drains is required. The discharge system may be constructed similar to the roof drain discharge, however the system and its overflow must be at an elevation below the grade of the lowest crawl space exposed soil level. The applicable elevations must be identified on any revised plan submittal. No further ieomments at this time. ACTIVITY NUMBER: D01 - 392 PROJECT NAME: TAMES LEE RESIDENCE SITE ADDRESS: 4622 SOUTH 122 STREET Original Plan Submittal _Response to Correction Letter #, DATE: 02 -11 -02 XX Response to Incomplete Letter #_1_ _Revision # After Permit Is Issued DEPARTMENTS: Building Division ri Fire Prevention Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: dl kyy CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Structural Review Required Approved with Conditions Planning Division Permit Coordinator DUE DATE: 02-1 2-02 Incomplete n Not Applicable Comments: n No further Review Required CeI DATE: 2 12 -0 2 DUE DATE 03 -12 -02 Not Approved (attach comments) DATE: 3/! 270 Z DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 1 1 z `1w UO , coo J H Nw w o 2 • Q I d • w _ . z �. z o w ku 1O N O H w w u' O .. z c o z v ACTIVITY NUMBER: D01 -392 PROJECT NAME: JAMES LEE RESIDENCE SITE ADDRESS: 4622 SOUTH 122 STREET XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DEPARTMENTS: Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP g � I D g vision Buildin ivisio rir Fire Prevention Plannin Di d OAt3 —a2 pci Public Works 1 el Structural Permit Coordinator Oat (1,1,tiece DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: M - ( 1 i&Pid TUES /THURS ROUTING: Please Route Approved CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: Revision # After Permit Is Issued REVIEWER'S INITIALS: REVIEWER'S INITIALS: DATE: 12 -28 -01 DUE DATE: 01-03-02 Not Applicable No further Review Required [?0 DATE: DUE DATE 01 -31 -02 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D01 -392 PROJECT NAME: JAMES LEE RESIDENCE SITE ADDRESS: 4622 SOUTH 122N STREET XX Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: Approved 1 APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Set_ Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Response to Incomplete Letter # _Revision # After Permit Is Issued DATE: 12 -28 -01 Planning Division Permit Coordinator DUE DATE: 01-03-02 Not Applicable No further Revie Required DATE: DUE DATE 01 -31 -02 Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) ri DATE: BUILDING DIVISION REVEIW Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 - 431 -3670 z z re J U O 00 W U) u_ w o ga s u- =w H ? o . 1. Revise the crawl space construction to a slab on grade floor, drains will not be required. w w 2. To maintain the crawl space construction, design the drainage using the following State D o Plumbing Code subsoil drain requirements. o w • w I- - U. P.C. APPENDIX M: SUBSOIL DRAINS M 1.5 (Washington State Amendments) r ' - O w z o Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, or crawl c) spaces or floors below grade. Such subsoil drains may be positioned inside or outside of the footing, shall 1 be of perforated, or open jointed approved drain tile or pipe not less than three (3) inches in diameter, and z shall be laid in gravel, slag, crushed rock, approved three quarter (3/4) inch crushed rock, approved three quarter (3/4) inch crushed recycled glass aggregate, or other approved porous material, With a minimum of four (4) inches surrounding the pipe on all sides. Filter media shall be provided for exterior subsoil piping. Date: Jan. 3, 2002 Project Name: James Lee Residence building permit applications Application #: D01 - 391 and 292 Plan Review: Ken Nelsen, Senior Plans Examiner Because of experience with crawl space drainage in the general vicinity of the subject site, the Tukwila Building Division has determined the plans are incomplete as submitted. Please provide additional or revised plans that clearly identify a crawl space or footing drainage system. Include elevations for the crawl space and of the disbursement system. The following construction option and code references may be considered in your design. o Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to a storm drain or an approved water course. o Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at least fifteen (15) inches in diameter, eighteen (18) inches in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge point, and the capacity of the pump shall not be less than fifteen (15) gpm. The discharge piping from the sump pump shall be a minimum of one and one -half (1 -1/2) inches in diameter and have a union to make the pump accessible for servicing. o Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater valve in the drain line so located as to be accessible for inspection and maintenance. No further comments at this time. ACTIVITY NUMBER: D01 -392 PROJECT NAME: JAMES LEE RESIDENCE SITE ADDRESS: 4622 SOUTH 122 STREET XX Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route Approved \PRROUTE.DOC 5/99 TUES /THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required Approved with Conditions Approved Approved with Conditions REVIEWER'S INITIALS: S I O 1 n DATE: 12 -28 -01 Response to Incomplete Letter # Revision # After. Permit Is Issued Planning Division Permit Coordinator DUE DATE: 01-03-02 Not Applicable Comments: No further Review Required DUE DATE 01 -31 -02 Not Approved (attach comments) DATE: I I t 1 0 L Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DATE: DUE DATE DEPARTMENTS: Building Division Public Works Complete Please Route TUES /THURS ROUTING: REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -392 PROJECT NAME: JAMES LEE RESIDENCE SITE ADDRESS: 4622 SOUTH 122 STREET XX Original Plan Submittal Response to Correction Letter # DATE: 12 -28 -01 Response to Incomplete Letter # Revision # After.Permit Is Issued Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: Fire Prevention n Planning Division Permit Coordinator DUE DATE: 01-03-02 Not Applicable n Comments: No further Review Required DATE: \ - o DUE DATE 01 -31 -02 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: r�.n•.- :::lv6.rr5ili4�u ACTIVITY NUMBER: D01 -392 PROJECT NAME: JAMES LEE RESIDENCE SITE ADDRESS: 4622 SOUTH 122 STREET XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [1 Incomplete Comments: P v".∎r L . 1'0( nv&c4e+e . P 1 4 n5 e - P e e c-k TUES /THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP Structural Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions /I REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved I-1 Approved with Conditions \PRROUTE.DOC 5/99 Fire Prevention I I Planning Division j 11114:111e DATE: 12 -28 -01 Revision # After Permit Is Issued Permit Coordinator DUE DATE: 01-03-02 Not Applicable No further Review Required DUE DATE 01 -31 -02 Not Approved (attach comments) Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DATE: DUE DATE Z ` re 2 6 J U. V 0 w = J H (0 LL,: w 0 . g 5 u_ • a H = F- 0 . z F- 2 • p' 0 - 0 H W W w z: — • = z CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: James Lee File #: D01 -392 Date: 01.04.01 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. Application incomplete for PW. Applicant shall provide a completed application, a site plan per the SFR handout, a completed KC sewer use certificate, and a percolation test. All power underground from the source. Enclosed an SFR Handout, Undergrounding Ordinance, Allentown flood policy, Allentown water and sewer connection fees ordinance, and KC residential sewer use certificate. Projects /SFR /MI2000 -241 LEECHOS 1 ...........0 ..... ..............L.�._ «.r.�.. .......r_.., a._,Yu.�:G::r..w,....:...2::24' '1:i.......>u....w..i :}.,i ReF9ential Sewer Use Certificr- .on (To be completed for all nev, sewer connections, reconnections, or change of u of existing connections. form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council and Is currently $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name J,44-r Lez3 . (Last, First, Middle Initial) Property Tax I.D. Number Property Legal Address: Subdivision Name Subdiv. # Lot # Block # Cv Building Name (11 applicable) Property Street Address 4IP 7/ � 7. / 22 5j ' ' City, State, Zip T• Kw/ �--a -. Owner's Mailing Address 2 Z22 /4 , A1/ 5 c (If different from above) ,--j k c lv 9' 0 Owner's Phone Number ('C" ) Property Contact Phone Number ( ) Party to be Billed (if different from owner) Party's Mailing Address /le €?? /c. -014-47 Viso4o. City or Sewer District 1 Weu //_A- Date of Connection Side Sewer Permit # Demolition of pre- existing building? g Yes ❑ No 4 Type of building demolished? Sewer disconnect date? Please check appropriate box: A- Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces 1057 (Rev. 7 /00) Z22-2 - 7& AUe -. x 0.64 = x1.0= Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 For King County use: Account # Monthly Rate Six Month Due D For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Date " / D Print Name of Owner /Representative White - King County Yellow - Local Sewer Agency Pink - Sewer Customer J3}yZi4t�+if.2 " "iuY� d.:l ��? 4f,.; 4141ixi ` v?;11/4k41+S9?�' ��4. feN;' t' �s�. �. Cf6$:; �i('. 2' r; s! �4riS. i. kt; ;��:t�� =a;i:.ariS:�r's+el�c.,.,. �:�4 City of Takwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3347401425 Permit Number: D01 -392 Address: 4622 S 122 ST TUKW Issue Date: 04/22/2002 ? F Z; W; • Suite No: Permit Expires On: 01/29/2003 . 2: JU U O N C U) W . W= ` Jii- U) L W O • -J YIN Meter #1 Meter #2 Meter #3 co : � I _• Water Meter Size: 75 0 0 ? Quantity: 1 0 0 Z O-t Water Meter Type: PERM 2 j m p: Work Order Number: 0 N O —. Connection Fee: N $0.00 $0.00 $0.00 47 H; Install Deposit: N $0.00 $0.00 $0.00 = W, Additional Install Deposit: $0.00 $0.00 $0.00 F V . Plan Check: N $0.00 $0.00 $0.00 — Z, Inspection Fee: N $0.00 $0.00 $0.00 W co. Turn On Fee: Y $25.00 $0.00 $0.00 0 `_ Special Assessment: $0.00 $0.00 $0.00 0 i _ DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,156 SQ FT SINGLE FAMILY RESIDENCE, 420 SQ FT ATTACHED GARAGE AND 174 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, SAN. SIDE SEWER FROM EXISITING STUB, STORM DRAINAGE, INSTALL WATER METER IN EXISTING METER BOX, UNDERGROUND POWER, AND LAND ALTERING. Total Fee: $25.00 $0.00 $0.00 Total Water Fees: $25.00 doc: Miscperm WATER METER INFORMATION D01 -392 ( 1 Printed: 08 -05 -2002 REGISTERED AS PROVIDED BY LAW AS CONST CONT,'GENERAL REGIST. # EXP. DATE CC01 LEESHI *016BE 01/01/2003: EFFECTIVE DATE,.: 01/05/1999. LEES . HOME &. INVESTMENT, 806' :S'ORCAS ST SEATTLE :WA:.':' 98108` Signature 01(>14t-1--- _ issued by DEPMT1vIENT OF.LABOR AND INDUSTRIES ;CITYROFE WICA APR 2 2 2002 PERMIT CENTER 1 { :Z Q • � J U 00 N J ~; CO L W° U. ¢. CO = d i s z � � 0. Z LU • moo . U• '0 - '0 •W W U 111 Z : •Uco .F= H? O • Z 44622 MEW NOUSE f-ff: 16.0+ / 0 24.0' \\‘& V (0 INC I ULa P,QOP /try 41116 � U A -ENc6 7d OE REHdYEO PgOPO pie UN®ER6Roo/7/D ROIn/E2 , Pf/Oh/E -TI/. Q N G 0 x K v 1 /22rJS.. WPArH -2) SPour 50 TATEIf Con/ P4170 a /8 -0 exisT &. W. H. To QEMAir/. / /0 0 t__ ,ec'. GAG (n/o cuizE") A BACtz /CLEA2 /A ' Lit -117' TO 20' fgofri For 0 N 6X /5r /A/G /-/GYJS C20x TO BE DEMOL/ 3 ;t5 F,ecv'/T CLEAR /t.I0 UM/ T /s THE RO72T1/L -IIlE' A� AIL ro r� 55 4, (1, � \� J EX /S77/1ol. _(NV Wl DLO P20P- RTY ,f3y wAyN8 fA m/- W2U 2. 12EIL2EAICE' ELEV4Tlon/ D4TUrt. NAvt788 FENCE PE7z%T L//✓ . GA/zAC.E MH• LOT 20 IN C3L0Cg , , N!L L MAIJ's SEAL 2W CA,D 'AIS ADO / 770A1 TO 77i &TY OF 5E'A7TLE, D1V15 /O11 ,, AS P■2 PLAT V©L(JME `Z OP PLATS , /c 4, .2Eco2DE/7 OP / C/n' C7y 51 TUATEr 111 77L GI /TS/ OF 72/KW/GA, Cc'/ g /N6,. 734.7E' CP l ztIirGK/. LOT ,4 EA LOT COVE/ZAGG /N/PE1ZVfc/.1 ✓r / - F4GE PEA /11AGc f SPLAS��L K . Zu///sF :zJT GR L7IiJG o TorA L CUT 87 cy W / l�-1Ax • ,DEPri-I ! FT DOI 3 O .P B'o P�SE cogr/. E No cue, r 4 w Ca-) (b) `c) (d) ! E COPY understand that the Ran Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By Date Permit No. % rN_ D,'A /n / /3l0c .562 - 7:" OFl 360 / 360 / 3IOO t/ 155L-C. r2ivwAy. C ` / G � Z-- Z e 4800 sF /2/2 5P. 775 4a7 39/0 /608 n n y. 89.SF /5E COP-At. CORRECTION ION 6.. h R#_ _ c33.5 %) If u ;,° Aa ' ES SHALL ICE MADE TO T E SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. KOTE: REVISIONS WILL REQUIRE A NEW PLAN SUBM MAY INCLUDE ADDITIONAL PLAN REVIEW IS. CITY Of TUKWILA APPROVED APR 10 ?r 2 i fiS Iu VIL DbirnON ALETI SEPARATE PERMIT Rl FOR: F IECHANICAL ELECTRICAL [6 UMBING (AS PIPING CITY OF TUKWILA BUILDING DIVISION T RECEIVED TV U E KWILA C Y "t'-,R 19 2002 PERMIT CENTER al-AZ//J MA AIL/FACT: TYPE 6/Z .A/Z4 CA. TOTAL U. Z.I.,rGA. A/V/ Iil/AlOotA/5- lbstz 1546 5 2 lc i,4q 4,9" II •040 11 1 17- 0 5*.q If 4-040 14 & 6 11 4-7,o t1 4o3a, 14- ( 14 11 6 ,5 11 5'0 40 zo 2- 4 n lqr6 rfilrEuP 3 50 J5 1 /S 11 7 - 4- V-2___p. go So - z_c - 1 zs 11 /2,7._ a6Z.5: 17g go6.8 1 a /47 eS g Au- Wfis(f70a.) . /ed.At--f"" - 77, l'E WAirc-. Z4-_s 1 _4731,1:7G. L-N. AAW-A-= / q 2-7 ICILAZI&IC3 AZEAi 7_4-s 1Er7 5 F,Qk L LVAT/OkJ 0 gorpg V17- Cae-1•1 Gov tz (eagz ci,eD . .16vP/A16 4VE-ez. m& avgg- el.5 5/4x 6 PAGZ4 E-vArioa. 8 --- Coic/fPOS/77 , 01 , / *).40 6V- fl'i4. ot/i2 DOI 39a i-frjz C /0 0. Z. CAD' OF TLRYALA APPROVED APR 1 0 2002 AS NO I' ED rfivnICN RECEIVED CITY OF TUKWILA MAR 1 9 20G? PERMIT CENTER k\1 E! - ac.- -7- /CAL SY/..'14134.1... /NGANo c t./T CL.G i „ WsiLL n PULL c #A1 N 0 /ZECBSSED C - /, *POT ,St- DUPLEX OUTLET - ,, n W /ONE 5/o6 5W /Teg. $, a !1 WATE2 FlzeoF , _ ,t n GROUND FAIJGT /> -E2. SPEC /AL OUTLET 220V - TA /L. OUTLET' 220 V - PLUG . -0- Sw /TCiI ONE FbLE -w- - n 3 WAY 41 0 WATER f'Ec F. C15 PAN -(- FA/. . L /GNT FAN- NEAT * FAN- L/0117 H 0 JUNT /ON SOX. © • TNE,MOSTAT ® Wh LE NoosE FAN 0 sMa/GE DETEcTo2 // y - ,e44TrEe as. 4 PI/ONE . TV PEI CN /ME BOTTOM Ta CM ME • 4r-°" FAv 4040 80'DgM. G4,2/PET qp 4 , 2 , 4 „ _ , EL/OA/ACE EFF/C /ENcY 73 %. i Pa/en/ACE P/ LOT L /l;I-/f /$ ' Y FG.e. 17z0V /o. ovr..S/aEA/2 , gT/ 1 - Iz w /MANUAL SWITCH VIA 6 WaCT • Re0 L/!Ol Vim-/ /c /r acT 2/&.,e. _7' , .I / L // gAs G 4ZA6E w /y /�" Gw,s. TYR "X 16070 Ci4 PAT/D qp _ p/3L•. .aAgAg" Ge r2a" .5".loS MoD. %do FAMILY aeM. �A,2,dE7' 4► 0 4 o N SECURITY NOTES BUILDING ENTRANCE DOORS. INCLUDING GARAGE SHALL BE CAPABLE OF LOCKING AND SHALL BE EQUIPPED WITH A DEAD LATCH WITH AT LEAST 1/2" THROW WHICH PENETRATE THE STRICKER NOT LESS THAN 1/4 ", EXCEPT WHEN GARAGE IS EQUIPPED WITH ELECTRICAL REMOTE CONTROL. EVERY ENTRANCE DOOR SHALL HAVE A DEAD BOLT OR A DEAD LATCH AND SHALL HAVE A VISITOR OBSERVATION PORT OR GLASS SIDE LIGHT. OBSERV &TION PORT TO BE INSTALLED A NO MORE THAN 66" FROM FINISHED FLOOR DEAD BOLTS OR OTHER LOCKING DEVICES SHALL BE PROVIDED ON ALL SLIDING DOORS AND OPENABLE WINDOWS, AND INACCESSIBLE FROM OUTSIDE. ELECTRICAL -NOTES ALL SWITCHES, OUTLETS, ENVIROMENTAL CONTROLS SHALL BE MOUNTED NOT LESS THAN 15" AND NOT MORE THAN 48" ABV. FLOOR. ELECTRICAL CONTRACTOR WILL INSTALL THE ROUGH IN AND FINISHED TRIM AS PER ELECTRIC CODE AND IN COMPLIANCE WITH STATE AND LOCAL CODE. ELECTRIC WIRING SERVICES- LiA/0E262 - PANEL. a7 AMPS SMOKE DETECTORS TO BE WIRE TO THE HOUSE WITH BA' hRY BACK UP VERIFY ALL SWITCHES AND OUTLETS HEIGHTS ABV. CABINETS TO CLEAR FOR BACK SPLASH. ELECTRIC OUTLET BOXES IN THE PARTY WALL SHALL BE STEEL AND SHALL BE STAGGERED A DISTANCE OF 24" FROM OPPOSITE SIDE OF WALL. ,130/LaitI6 AREA. F//2ST PLC L/ ✓. 4,2EA Sb'C©F/L7 FL/2. Li(/ AAA TOTAL L./u. A2EA- 7/5 5.F /Z/2 /927 4 28. City Of TUK I A APPROVFD APR 102as EtniZAG Or Yr; CITY RECEIVED K LA Aran 8 9 200Z PERMIT CENTER - Pry =err. W - /(o - /n!!e Peo BEOrZM. GA 2PEr SD. _ SEarz G4,cpEr 7/2 "1/48DRA /1. Wf1/2 "CLE4i FKQM WALL d .34. F /TrE.Ac' L- M A(G fZM • cArr p�T r " /4 -O cksizper V //✓)/L - so cF 3 fi N •/REPLACE /2 _ `gyp 4( t( s ulk 4o 40 - //4„ -=I '-o" SWIo 04/-0" 4-0" 4c4O 3W (A- L/V AREA = /22a S, . GENERAL NOTES ALL WORK TO COMPLY WITH 1997 UBC. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT TRADE DRAWINGS. WRITE DIMENSIONS TAKE PRECEDENCE OVER SCALE DRAWINGS. CEILING HEIGHTS IN LIVING AREAS NOT LESS THAN 7'6" EXCEPT IN KITCHENS, HALLS, BATHROOMS. WHERE IT COULD BE 7' MIN. EXPOSED BEAMS OR ANY MEMBER SHALL BE 7' FROM BOTTOM OF MEMBER TO FLOOR. EVERY SLEEPING ROOM SHALL HAVE A MIN. NET CLEAR OPENING OF 5.7 SQ. FT. WITH A MIN. HEIGHT OF 22" AND A MIN. WIDTH OF 20" AND A FINISHED SILL NOT MORE THAN 44" ABV. FLOOR. PROVIDE ATTIC ACCESS WITH A 22 "x 30 "x 30" HT. OPENING. PROVIDE CRAWL SPACE ACCESS WITH A MIN. OF 18 "x 24 ". ALL USABLE SPACE UNDER STAIR CASES SHALL BE FIN. W/ 5/8" TYPE "X" GWB. APPLY ONE LAYER 5/8" TYPE "X" GWB. BETWEEN LIVING AREAS AND GARAGES AND A PARTY WALL ON BOTH SIDES APPLY WATER RESISTANCE BOARD TO 70" ABV. DRAIN INLETS AT ALL TUBS. G.W.B. WORK AND MATERIALS SHALL MEET ALL REQUIREMENTS OF ANSI., FOR THE APPLICATION WATER HEATER WITH APPROVED SEISMIC MFR. CONNECTORS TO THE WALL, TOP AND BIM. BLOCK BETWEEN WALL AND WATER HEATER. SHOWER WITH FLOW CONTROL LIMI 1ED TO 3 CFM. GLAZING IN OR WITHIN 24" FROM DOORS AND GLAZINGS WITHIN 18" OF FLOOR OR WALKING SURFACE SHALL BE SAFETY GLASS. SKYLIGHTS INSTALLED AT A SLOPE OF 15 OR MORE AND LESS THAN 45 SHALL HAVE A MIN. OF 4" CURB. HEATING UNITS TO MAINTAIN 70 F. AT 3' ABV. FLRWHEN OUTSIDE TEMPERATURE IS 10 F. T- -PAN /00 cFFfj 7' Napes 3'F /QPEN /Al DPI -39 CITY T? KKA .F RT1ED APR I 0 2g02 A; Noi E: PROVIDE NIGHT SETBACK THERMOSTAT. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LIS'1TED SPEC. THE HEATING CONTRACTOR SHALL FURNISH AN ENGINEERED HEATING LAYOUT IN CONFORMANCE WITH LOCAL CODES. INSULATION CEILING p -3o EXT. WALLS R -/ 9 CRAWL SPACE SLAB PERI. /Z!O PARTY WALLS FLOOR BET. UNITS PRESCRIPTIVE PATH Tr AFUE: 78 %' GLAZING: 2/ viC DOORS: 0.4 WALLS ABV. GD. WALLS BEL. GD. FLOORS SLAB[ PERI. I , JO CONDITION S.F. /C/ 27 x GLAZING % 2/ = 4O5 S.F. ALLOW MAX. HET SYSTEM SIZE: WALL HEATERS: COND. SQ. FT. x 24 DUCTED SYSTEM: COND. SQ. FT. x 27 VAPOR RETARDERS: FLOOR: WALLS CEILING fitA. /1 SUPLY VENTILATION SYSTEM PVA P4 /NT VENTILATION SYSTEM SIZING MIN. SIZE: x 8' HT. x .35/60 = MAX SIZE: x 8' ID'. x .50/60 = 0 SYSTEM WILL INTEGRATE WITH FRESH AIR INTRODUCED INTO AIR RETURN DUCT WITH MOTORIZE DAMPER. o FRESH AIR PORT AT EACH HABITABLE ROOM. MIN. =4 SQ. IN. EA. [ WHOLE HOUSE EXHAUST FAN IS REQ. I EXHAUST VENTILATION SYSTEM/ INTERMI'I PENT R /9A, - , ,50 oz.? • BTUH OUTPUT LOCATION MIN MFR. MODEL CFM. .25WG. CFM. - .1 WG. SONE KIT /co 1..�ATh -f a) t,,204N. 90 yo /. S )47f 1 517 if q o TO /• 0.47 -V u '70 90 1 C LAU,tWy s I, .Nan 10 //0 IS WHOLE HOUSE EXHAUST VENTILATION SYSTEM. COMBINED USED OF SOURCE SPECIFC FANS AS INDICATED ABV. 0 SEPARETE WHOLE HOUSE FAN LOCATION MFR MODEL CFM.- .25WG. CFM. -. T WG. SONES ALL BATHROOM TO HAVE MECHANICAL VENTILATION TO OUTSIDE CAPABLE OF 5 AIR CHANGES PER HR. ALL INTERIOR DOORS TO BE UNDERCUT TO ALLOW AIR MOVEMENT. VENTILATION FOR ATTIC / CRAWL SPACE SHALL HAVE A MIN. OF 1 SQ. FT. PER 150 SQ. FT. OF AREA. BAFFLES SHALL BE INSTALLED IN CLG./ ATTIC TO MAINTAIN 1" CROSS VENTILA. POINT OF DISCHARGE FOR DUCT AIR SHALL BE AT LEAST 3' FROM OPENING CAULK DOORS AND WINDOWS FRAMES WITH GRADE NON HARDENING. SET WINDOWS HEAD AT 6' 8" ABV. FIN. FLR TO MATCH DOORS TILE WORK TO BE THOROUHLY CLEANED WHEN WORK IS COMPLETED BRICK VENEER WITH 1" AIR SPACE BETWEEN VENEER AND BACKING, LEAVING 3/8" WEEPHOLES AT 32" O.C. AT THE BASE OF VENEER. INSTALLED 15# PAPER OVER BACKING. VENEER SHALL SUPPORT NO LCAD. VERIFY ALL EXISTING UNDERGROUND UTILITIES BEFORE IVED EXCAVATION.' ECE CITY OF TUKWILA. MAR 9 ._... _ PERMiT CENTER -igcv /4:a= 4' f H 4 24' -0" F hg0.4T/O /,/r 2io2 FTC /G " x i z ". (Tye) lu/ z # 4d cwr. • 516' -- C cewc pAP 24 " )( 2 "x /z- FOUNDATION NOTES FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN THE U.B.C. TABLE 18 -1 -A FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 U.B.C. ALL FOOTINGS TO BEAR ON UNDISTURBED GROUND, A MIN. 18" BELOW FINISHED GRADE AND 8" ABOVE FINISHED GRADE. FOUNDATION DESIGN VALUES : SOIL BEARING 2000 PSF. FLUID PRESSURES: ACTIVE 50 PSF. PASSIVE 200 PSF. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 FOR ANCHOR BOLTS USE 5/8" x 10" ,A307 WITH 7 MIN. EMBEDMENT. ALL CONCRETE SHALL BE REGULAR WEIGHT HARD ROCK TYPE ( 150# / CF ). AGGREGATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE OF LESS THAN 0.05 % CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 PSI. CEMENT SHALL CONFORM TO ASTM C150, TYPE 1, CSA NORMAL MAXIMUM SLUMP SHALL NOT EXCEED 4" IN FLATWORK CONCRET SHALL BE MAINTAINED IN A MOIST CONDITIONS FOR 5 DAYS. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL EXTERIOR WALL, NOT EXPOSED TO WEATHER 3/4" EXPOSED TO EARTH OR WEATHER 1 1/2" CONCRETE CAST AGAINST GROUND 3" WHERE SPECIAL INSPECTION IS NOT REQUIRED UNDER SECTION 1701 OF THE U.B.C. ,CONCRETE SHALL HAVE A MIN.CEMENT CONTENT OF 5 'V SACKS PER CUBIC YARD OF CONC. AND A MAX. OF 6 g WATER PER SACK VAPOR BARRIER UNDER SLAB SHALL BE 6 MIL. POLY MEMBRANES WITH 12" OVERLAPPED AT JOINTS. SLAB FINISHES FO BUILDING (STEEL TROWELED ) AND BROOM FINISHED ON PATIOS AND SIDEWALKS. DCk39 e:k CITY OF TP;RIVY b APR 0 2002 A; i° CI TY O F E TUKW ILA PERMIT CENTER a /9!6"2( 12 "x / 3' GLg 24F -V4 OF/ or /V8 "TJ /- PRq /50 /9. 4640. SW2 3 /x /Z,' If Gam. 2¢F -V4- Of , ' I N 24 -0" 24' o 2 6W3 24' O "x I/' /8 " ?J/- RRo /69 5 `xi3 2O -'? c7L 24 F -1/4 DF /DF, N -71 ,lp %1 1D <vx8x �� . 5W3 //Vs' T.// - P,eo /o /2 @ /q.2 "0• C. °e /F.?' 0.c.. 'o' 1 / lo r • 'o e rr /- FLOOR TRUSS NOTES TRUSSES ( TJI ) SHALL BE DESIGN BY THE FABRICATOR TO FIT DIMENSIONS AND LOADS INDICATED ON THE PLANS DRAWINGS SHALL BE STAMPED AND SIGNED BY A REGISTERED ENGINEER DRAWINGS SHALL BE ON SITE FOR FRAME INSPECTIONS. SHEAR WALL SCHEDULE ( SEE 1997 UBC TABLES 23 - II- I 1 & 23 - II - 2 ) SW-6 v = 198 plf 7 / 16" OSB, w / 8 d (0.113 " ) NAILS @ 6" O.C. ANCHORAGE ( INTERIOR WALLS ) TO SINGLE JOIST BELOW : 16 d @ 6" 0. C. SW-4 v = 304 plf 7116 " OSB, w / 8 d ( 0. 113 " ) NAILS @ 4 " 0. C. ANCHORAGE ( INTERIOR WALLS ) TO SINGLE JOIST BELLOW : 16 d @ 6" O.C. SW -3 v = 350 plf 7 / 16 " OSB. w / 8 d ( 0.113 " ) NAILS @ 3" O.C. ANCHORAGE ( INTERIOR WALLS ) TO DOUBLE JOIST BELLOW : 16 d @ 3" O.C. SW -2 v = 516 plf 7 / 16" OSB. w / 8 d ( 0.113" ) NEILS @ 2" O.C. NOTE : USE MIN. 3" NOMINAL STUDS @ ADJOINING PANEL EDGES ANCHORAGE ( INTERIOR WALLS ) TO BEAM BELLOW : 16d @ 2.5" O.C. 9 CITY Of Tit s'z4 OPRO?ED APR k a o.2 r,?{); i_:1 RECEIVED C ITY OF ?'JKW11,. PERMIT CENTEF �I L 1 F( I iI p7E/ZS 2-0 24�D" 6X6, 5.1 2 6, A57 r 42/Z 5050 ss !2! o n ;o a Znc2F F,e P'I // '/G I/4" = , 0 " TO @ 24 61. c. -F L -- 24 O" ..SC/e,2 7R c .. 4 /- O 4401.6" � : h(I , rfr• I , _O 14 0 j LO F.P.4xic W /2x2 /24Fre - ie L- . ROOF TRUSS NOTES TRUSSES SHALL BE DESIGN BY THE FABRICATOR TO FIT DIMENSIONS AND LOADS INDICATED ON THE PLANS. DRAWINGS SHALL BE STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER. DRAWINGS SHALL SHOW ALL CRITICAL DIMENSIONS AS WELL AS THE LOADS ARE DESIGNED TO SUPPORT. DRAWINGS SHALL BE ON SITE FOR FRAME INSPECTIONS. ERECT AND INSTALL THE TRUSSES IN ACCORDANCE WITH FABRICATOR SPEC. LATERAL BRACING AND DIAGONAL BRACING PER TRUSS PLATE INSTITUTE RECOMENDATIONS. NO TRUSS SHALL BE MODIFIED WITHOUT PRIOR CONSENT OF TRUSS ENG. AND THE BUILDING DEPARTMENT. __AMC t/� I1T/LAT /O . TOTAL s2. IN ,ems. /2/2 5.Fx /44/o./50 // 6,4 Z . /00 G /F oF" e 4.7m Z P,G.F. 470 - 2 /8,< 24. a28z. 1/011 @4'2 /, Z EA. 864- 4$ Z/F �lG � !/'T c 57 0 2/47 I/i CITY OF TI> ik_A "L0 APR i' 0 ITj 'OF E Tl1 E Kwi , }i R n 2 PERMIT CENTER __ 2x bLKG. w /3- /;/ig6 5cEgEM via Nrs 8d@6"(3.C. C So . ea r/21/59 COW. G [JT7e2 5 /4xto FASCIA 5`4.x2 7 'H Zx erg. PL. ? /MBS/ZTRANp C2) 2,c TOP PL. �4x TR/M DBL . PANS /NNflL. wiwc'd w: _ p/✓. 5m r 2X 3 > 1 LJ�r9L0'r A WAiy -f ST _Toga, P.fi//t_/ 1z L 4425PVC COW* TUsipp2OYED_ Pi - < 61 Cif 21e • , b ' 1 11 4 „ fWg Py cQVSil,eoce( ›Arii)AN.p i7c-7 f Af• 'c RocYA` ° P' L 4 A / - °WO /5 ## ,B[.cJ.. R4,E,e OVE.,2. 7/14'& CJ Vvi_ P -NIf7' TRV5.565 iRl /� 30 F3LawN AFOUL. - f8” 5112i11/6 PE,2 PLA1V _ / /6. 05� EsNTf,/ /fo. 2,c,, Orvt a /47"0.C. R -/9 k3A77'S t?WB- istO //✓G Peg eLev 7//6" 05,S 51/44715 zco env,' @ //o "O. c g-/°) 8A17 ' /NSUL. //za pw.a. - 3/4 Yw // TJJ' PRO- /50 3:eL . Psi1JE ./A/ 'v.. psl/YE 6 /1: PgA .EL.EVAT /O - 7/ /eo 05E7 51 /ATN /NG 2.4f, ✓1UOra /la" oz. / /a) ,BATrs 1M51}L.4770N yz" GwO 2 X RT 5 /LI f . W/5fg' i4. &. x /0" 7 "Et4 DIL 1 :tom 1 # 4 0 cor/T: 4 ✓G 04 O/ G /i'IL VA/ 'IZ 2/f:72. Of 2. "6OA1•/U /Z F/ FRAMING NOTES FRAMING CONTRACTORS SHALL WORK IN CONFORMANCE TO ALL WISHA / OSHA RULES AND REGULATIONS. POSITIVELY NO WORK MAY BE SUBCONTRACTED TO OUTSIDE FRAMING CREWS WITHOUT PRIOR WRITTEN PERMISSION FROM EACH JOB TO LEFT IN A BROOM SWEPT CONDITION AT THE END OF EACH DAY. SAFETY HANDRAILS, WHERE REQ., MUST BE INSTALLED AND MAINTAINED AT ALL TIMES. FRAMING CONTRACTOR'S WRI'TIEN COMPANY SAFETY PROGRAM MUST BE SUBMITED PRIOR TO COMMENCING WORK. SUBCONTRACTOR SHALL WORK WITH SUPERINTENDED TO CORRECT ANDCOMPLETE LUMBER PACKAGE. 24 HR. NOTICE MUST BE GIVEN TO THE JOB SUPERINTENDED TO REPLACE MISSING MATERIAL OR TO ADD MATERIAL TO THE LUMBER LIST. EXCESS MATERIAL THAT CAN NOT BE USE FOR BLOCKING, SHIMMING, ETC. AND OTHER DEBRIS AS MAY BE CREATED BY THE WORK SHALL BE PLACE IN DESIGNATED TRASH AREA. DOUGLAS FIR AND HEM FIR GRADED IN ACORDANCE WITH WEST COAST LUMBER INSPECTION RULE # 16. 4x, 6x, BEAMS AND POSTS: DF #I, FV= 95 PSI, Fb= 1200 PSI JOISTS: HEM FIR #2, Fb= 1000 PSI. HEADERS: DF # 2 STUDS: HEM FIR STUD GRADE OR BE'TTER ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED, WITH 1/2" AIR SPACE MIN. AT TOP, SIDES AND ENDS. DECKS EXPOSED TO WEATHER, PRESRVATIVE TREATED. MAX MUN MOISTURE CONTENT NOT TO EXCEED 16 %. PROVIDE WASHERS AND NUTS FOR ALL BOLTS. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1/16 ". ALL SILL PL. BOLTED TO FOUNDATION WITH 5/8 „r @ 4 " O.C. INSTALL FIRE BLOCKING A BATHTUB. INSTALL 2 x 4 VERTICAL AT EACH END OF TUB FOR BACKING INSTALL BLOCKING @ 48" FROM FLOOR FOR TOWEL BAR INSTALL BLOCKING @ 7' FOR UPPER CABINETS_ ANY CRIPPLE WALL LESS THAN 14" SHALL BE SOLID. RISE AT STAIRS SHALL BE 8" MAX. AND RUN SHALL BE 11" MIN.STAIRS SHALL NOT HAVE A CORNER RUN LESS THAN 6" WHEN WINDING. ALL STAIRS SHALL RECIVED PERMANENTS TREADS THAT MEET SAFETY REQUIREMENTS. INSTALLATION WILL BE PERFORMED BY THE FRAMER STAIRS TREADS TO BE GLUED AND NAILED. FIRE BLOCKING STAIRS AT MID. POINT BETWEEN STRINGERS AND ACROSS BETWEEN STUDS. VARIATION BETWEEN RISE AND RUN SHALL BE 3/16" MAX. HANDRAIL, 36" ABV. NOSING OF TREAD. HANDRAIL SHALL BE 1 1/2" PROJECTING FROM WALLS. OPEN STAIRS RAILING SHALL HAVE INTERMIDIATE RAILS a 4" O.C. USABLE SPACE UNDER STAIRS SHALL BE PROTECTED WITH ONE HOUR FIRE RESISTANCE CONSTRUCTION. FLOOR FRAMING ONLY GALVANIZED NAILS OR SCREW ALLOW IN FLOOR SYSTEM 3/4" x 4' x 8' T &G. PLYWOOD ( INDEX 32/16 )INSTALLED WITH THE FACE GRAIN TO THE JOIST AND THE JOINTS TO BE STAGGERED. SUPPORT AREAS WHERE CUTS OUT HAS BEEN MADE. 2 x 10 FLOOR JOIST HEM FIR #2, NAIL WITH 3- I6d TOENAIL @ PL. DOUBLE FLOOR JOIST UNDER ALL PARALLEL BEARING WALLS PROVIDE SOLID BLOCKING FOR WOOD COLUMN THROUGH FLOORS TO SOPPORT BELLOW SOLID BLOCKING @ FLOOR JOIST OVER BEARING WALLS HOLES BORED IN JOISTS SHALL NOT EXCEED 2" FROM TOP OR BTM. INDIVIDUAL MENBERS OF BUILT -UP BEAMS SHALL BE ATTACHED WITH 16d NAILS AT 12" O.C., STAGGERED. PROVIDE CONTINUOS SOLID BLOCKING AT MID HEIGHT OF ALL STUDS WALL OVER 8' IN HEIGHT. ALL POST OVER 4' NEED BRACING PER UBC. NAILING SHALL CONFORM TO TABLE _23 - 11 -/ - I (.113 ALL EXTERIOR AND INTERIOR WALLS SHALL BE EFFECTIVELY AND THOROUGHLY BRACED. FIRESTTOPING AND DRAFTSTTOPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENING ( VERTICAL OR HORIZONTAL ). GLUE -LAM: DOUGLAS FIR -LARSH COMBINATION GRADE 24F / V4, DF / DF, Fb= 2400 PSI. BEAMS TO LAID UP IN AN APPROVED WATER RESISTANCE GLUE. GLUE -LAM SHALL BE OBTAINED FROM AN APPROVED FABRICATOR. USE APPROVED CONNECTOR FOR CONSTRUCTION ( SIMPSON OR EQUAL ) WALLS FRAMING WALLS SHALL HAVE A SINGLE BTM. PL. AND A DBL. TOP PL. END NAIL TOP PL. TO EA. STUD WITH 2 -16d NAILS AND TOENAIL OR END NAIL EA. STUD TO BTM. PL. WITH 2 -16d NAILS.; FACE NAIL DBL. TOP PL. WITH 16d @. 12" O.C. AND LAP A MIN. 4' AT JOINTS AND PROVIDE 16d @ 4" O. C. CORNER POSTS SHALL BE CONSTRUCTED OF NOT LESS THAN 3 STUDS NAILED TOGETHER TO FORM A SINGLE UNIT AND SET SO AS TO RECEIVE INTERIOR FINISH PER PLAN. NAIL BTM. PL. FROM STUD WALL ABV. TO WOOD FRAMING BELLOW WITH 16d AT 12" O. C. BUILT -UP POST SHALL BE NAIL TO EACH OTHER WITH 16d @ 12" O.C. STAG. INSTALL ALL SHIMMING AT MIN. SPACE AND JOINTS WHERE NECESSARY TO LEVEL THE SILL PL. OR PONY WALL UP TO 1/4" + / -. WHEN INSTALLING THE SILL THE BUILDING SHALL BE SQ. TO A 1/4" +1- 5/8" x 8" L.P. SIDING OVER 7/16" x 4' x 8' OSB. (EXPOSURE I ) 15# BUILDING PAPER EXTERIOR BEARING WALLS 2 x 6 x ee 5 - @ 16" O.C. INTERIOR BEARING WALLS 2 x 4 x 88 @ 16" O.C. HATCHS ON JOISTS SHALL NOT EXCEED TJNSRR,pogrhf OFZ/5M p� JOISTS SHALL HAVE A BEARING OF 1 1/2" MIN. ON WOOD OR METAL AND NOT LESS THAN 3" ON MASONRY. JOISTS FROM OPPOSITE SIDES SHALL BE LAPPED 3" MIN, NAIL W/ 3 -16d NAIL ALL MULTY -JOIST BEAMS TOGETHER WITH 16d @ 12" O.C. STAGGERED. MINIMUM NAILING, U.N.O., SHALL CONFORM TO 23 -ii - =f3 - I .1J I-39a t +'? U 1 'R 1 a 2297 CIT OF UK A MAR <. 9 2002 PERMIT CENTER