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Permit D01-337 - FOSTER HEIGHTS - LOT 13
DO1-337 Foster Heights Lot 13 4820 S 145 St City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2610000130 Address: 4820 S 145 ST TUKW Suite No: Tenant: Name: 1=os r 4e,tc j L 1" 13 Address: , Owner: Name: TRIDOR INC Address: 2226 ELLIOTT AV, SUITE A, SEATTLE WA Contact Person: Name: CHARLES PRIB Address: 14205 SE 255 PL, KENT, WA Contractor: Name: LONG CLASSIC HOMES, LTD. Address: 1624 PIONEER ST, ENUMCLAW, WA Contractor License No: LONGCHL05409 Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: Storm Drainage: Y Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm $244,533.10 DEVELOPMENT PERMIT D01 -337 Private: Permit Number: D01 -337 Issue Date: 02/11/2002 Permit Expires On: 08/10/2002 Phone: 206 - 443 -7735 Phone: 253 - 631 -6864 Phone: Expiration Date: 11/01/2002 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,697 SQ FT SINGLE FAMILY RESIDENCE, 564 SQ FT ATTACHED GARAGE AND 110 SQ FTCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS DRIVEWAY, LAND ALTERING AND STORM DRAINAGE. PROJECT ON WATER DISTRICT #125 AND VALVUE SEWER. Fees Collected: $3,143.49 Uniform Building Code Edition: 1997 Occupancy per UBC: 0007 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 135 c.y. Fill 135 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Public: Printed: 02 -11 -2002 C City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction pr the pert mance •f work . .uthorized to sign and obtain this devel t permit. Signature: Print Name: doc: Devperm o f/c 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 -337 Date: / rz= Printed: 02 -11 -2002 City of'1'ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2610000130 Address: 4820 S 145 ST TUKW Suite No: Tenant: doc: Conditions PERMIT CONDITIONS D01 -337 Permit Number: Status: Applied Date: Issue Date: D01 -337 ISSUED 10/11/2001 02/11/2002 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. that agency, including all gas piping (296 - 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries inspected by that agency (248- 6630). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 7: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 9: All wood to remain in placed concrete shall be treated wood. 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 11: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 13: ** *PUBLIC WORKS DEPARTMENT * ** CONTRACTOR SHALL NOTIFY MR GREG VILLANUEVA, PUBLIC WORKS UTILITY INSPECTOR AT (206)433 -0179 UPON COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. ALL INSPECTIONS REQUESTS FOR UTILITY WORK MUST ALSO BE MADE 24 HOURS IN ADVANCE. TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS THE FIRST ORDER OF BUSINESS TO PREVENT SEDIMENTATION OFF -SITE OR INTO EXISTING DRAINAGE FACILITIES. 14: FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL DISTURBED AREAS OF THE SITE HSALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. 15: APPLICANT SHALL FOLLOW ALL THE CONDITIONS OF FINAL PLAT L2000 -026 AND COMPLY WITH GEOTECHNICAL REPORT PREPARED BY GEOSPECTRUM CONSULTANTS, INC. DATED FEB. 10, po x= mt5: +s;w a c�rut Division. Plumbing will be inspected by and all electrical work will be Printed: 02 -11 -2002 1 JU O 0 s CI ILI J H w O }}. u_¢ _ ° � Z H O Z I— LL! uj U � O N 0 I— LL! u j • U _ L _ Z U = i= /— c Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1998. GEOTECHNICAL ENGINEER SHALL OBSERVE THE IMPLEMENTATION OF THE SFR DEVELOPMENT PLANS DURING CONSTRUCTION. FIELD REPORTS ARE TO BE SUBMITTED TO PUBLIC WORKS IN A TIMELY MANNER AND SHALL INCLUDE: A) TEMPORARY EROSION CONTROL AND TEMPORARY EXCAVATION B) IMPLEMENTATIONS OF FOOTINGS, FOUNDATIONS, RETAINING WALLS, DRIVEWAY PLACEMENT AND ASSOCIATED DRAINAGE SYSTEM AND PLACEMENT OF BACKFILL. PRIOR TO FINAL PERMIT SIGN -OFF THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS - REFER TO FEB. 10, 1998 GEOTECH EVALUATION PREPARED BY GEOSPECTRUM CONSULTANTS, INC. P.O. BOX 276, ISSAQUAH, WA 98027 -0276, PHONE NO. (425)391 -4228. 16: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 17: For all commercial, multi - family and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of any building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measurd 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: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 20: 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) 21: Any'overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: THESE PLANS WERE REVIWED BY CHIEF 53. IF YOU HAVE ANY QUESTIONS, PLEASE CALL THE TUKWILA FIRE PREVENTION BUREAU AT (206)575 -4407. 23: 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. 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 he performance of work. Date: D01 -337 Printed: 02 -11 -2002 Project Nameffenant: . --- - " - O S \ lt l:.1 G� k 5 Type of work: New Single - Family Residence CI Addition - Single Family Residence Interior Remodel- Single - Family Residence El Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑,,��{{Deck(s) - Covered & Uncovered CI Residential Reroof Value of Co tr ction: / mo Site . t City State /Zip: 0 6 ' `¢6 r 2 a � – Tax ace Number: Z6 OP - c9i ,o /lurk Property Owner: t_O NSC., ) cA,keisS k(- 6AE< Phone: Reo St) 1Ss4sD Street Addres City State /Zip: 0 l'so ?a_ . Fax #• 8 lQO 5 tc 9S .—, klnZ'-1 YkotJ CeR- S1 . >i■IC,L In Contractor: Y'vv`E Phone: Street Address: City State /Zip: Fax #: Architect: �- 0,0) . C6 C-L Phone: on3 tt3 ` l g ie k-i / Street Address: .^ mans , E. a s N ? L. 1 t ,A City State /Zip: '� OM a. Fax #: 6 e- Engineer: ■ e C> C �� . Phones: O �J�p as2 k O 1 Street 7292S 6E 3121 51 I )UAc-k.- Nt to() State/Zip: o: Fax #: Contact Person: -Ptz, C3 Phone: aS3 te31 4V Street Address: l SE 2SS .P.. 1ler.j k . u0 City State /Zip: o'- -- - Fax II: S t: Description of work to be done: / : z A 47(2 Az5 Type of work: New Single - Family Residence CI Addition - Single Family Residence Interior Remodel- Single - Family Residence El Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑,,��{{Deck(s) - Covered & Uncovered CI Residential Reroof Is this site served by: ,L^! 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: Z61 sq. ft. Dwelling l / sq. ft. Covered Deck(s) L a 4 sq. ft. Garage /Carport A 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) Z.6 l t 4 ' - 4 , f � ` 6 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. CITY OF TUI • Permit Center 6300 Soutltcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 �t R STAFF USE ONLY Project Number: Permit Number: i• 337 Single - Family Residential Permit Application SFPERMIT.DOC 2/13/97 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault)lt: Size(s): ❑ Flood Control Zone Hauling ~� Land Altering: ® Cut 13 cubic yds. 0 Fill 135 cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public iff Storm Drainage ❑ Street Use ❑ W ater Main Extension 0 Private 0 Public Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: q -lj -61 Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM ,.. . ., . l+ IM iik, eltVA aV.0. 96x14../WIt?OIKfk?pp4?NTestrnn . BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: Phone: fax #: i skv. • A Address: City /State /Zip: AL SINGL -F ' MILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN 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) ❑ 0 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 a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY 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 Payee: LONG CLASSIC HOMES TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Current Pmts Amount BUILDING - RES INSP FEE - STORM DRAIN INSP FEE - UTILITY LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK PLAN CHECK - RES PLAN CHECK - UTILITY STATE BUILDING SURCHARGE RECEIPT Type Method Description 000/322.100 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/345.830 000/386.904 Parcel No.: 2610000130 Permit Number: D01 -337 Address: 4820 S 145 ST TUKW Status: APPROVED Suite No: Applied Date: 10/11/2001 Applicant: Issue Date: Receipt No.: R020000200 Payment Amount: 2,206.35 Initials: KAS Payment Date: 02/11/2002 10:03 AM User ID: 1684 Balance: $0.00 Payment Check 569 2,206.35 Description Account Code 1,805.75 15.00 15.00 72.00 37.50 236.60 20.00 4.50 Total: 2,206.35 Printed: 02 -11 -2002 ::ri oreeNtwroskNOPM)!..n.r mxv:.; , sync.".a`K:*rtIra:A ai.'nt:IMtew u;.‘.;r+ray z 6 J0 0 0 0 N w : w =: O u_. 0 u_ Q co 0 . W Z I, Z � U.1 fu 2 0' U 0 0 O F- w uj �I • 0 , 111 Z ' O N 1- 0 z * * ** ** * * * * * * * * ** i * + 7k*lif** 7k*ak **********7tic***** (****** * *7k '***yl'****** C ITY OF TUKWILA, WA TRANSMIT ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT' Number:,R0101326 Amount: 937.14 10/11/01 09:55 Payment Method: CHECK. Notation: LONG CLASSIC !nit: KAS Permit No: D01 -337 Type: DEVELOPMENT PERMIT Parcel No: 261000-0130 ite . Address: 4820 S 145. ST is Payment * * * * * * * * * ** *fit * * ** Account Code 000/345.830 Total Fees: 2,383.39 937.14 Total ALL Pmts: 937.14 Balance: 1,446.25 ******* * * * * * ** ** ** * * * ** ** ** * *** * * * * *** Description Amount PLAN CHECK RES 937.14 1103 10/12 9716 TOTAL 4605.70 • project: . 4- a4SV OE U lert5. Type of Inspection: r i ( , Address: filliMils C. o. • itr co ; Date Called: a — 6. -- D Special Instructions: Date Wanted: 9 -2 -DZ- a.m. p.m. Requester: N Phone No: ■ Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING`' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECC (206)431 -3670 El Corrections required prior to approval. COMMENTS: K1 \- ( , e tor: 47.00 REINSPECTION E REQUIRED. Prio paid at b300 Southcenter Blvd., Suite 100. Receipt No.: Date' to inspection, fee must be II to schedule reinspection. Date: Prot: • "" ) ittief 146 )1S ` 15 Type of Ins ection .. j i60 Address: 1g do 5/ // St Date Called: CO - 1 - 1 /o 2 Special Instructions: : • Date Wanted: CX1 / /6� ! a..m.._ (p.m. Requester• - ( t Q c Ph (g 3) /06p- 03 ilk rat INSPECTION NO. Approved per applicable codes. INSPECTION REC Retain a copy with permit - 337 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: ot /Z7/61_, (41Q-1.A ( 17 2- 7/3 2 0-"-' , /7 / (s z (AP44 Inspector: ij Date: _ / 4 72 - 7AJ F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ..� ... ty';ts.: 1 1 S+esGtf : �e'sk' ?- Z:itil: `xT Fi'.:.'"u+.4�i3uii12yitil .'d`w°a1vf - v °1 }> 3YIV<..•t"4 t l it+ dko�i� r iiX COMMENTS: f Type o f pection: i/7a p / 11 � _ n , Jy' k /=, n�,� / re- 2 /i ✓ ! c--- • I .% I.P /----. X1//9 / (r) .431/ /t / / = ■%t/( / • Special Instructions: Date Wa ed a. �, .m. Requeste AID I E . .4.._Ter k / - Phon /2e . n/sI° '0T/ n ') P'e 6aA+eAt / *✓ i % U e2 N Prgj—ct: 057 l ` WS —103 f Type o f pection: i/7a / Ad d ess: J kit 5 / y� S" „t D a te Call /. - 1/". Special Instructions: Date Wa ed a. �, .m. Requeste f Phon :� ( ^ , — i % U e2 t �svt�'F INSPECTION RECCC) Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. I DV-X3 Corrections required prior to approval. $47 REINSPECTION FEE REQUI D. Prior to inspection, fee must be p t; paid at 6300 Southcenter Blvd., S ite 100. Call to schedule reinspection. Date: — .- o Receipt No.: Date: i .'i�15 �rts7b�`adSwiC?n.`iri:f.S�!� ?ti' Z , • c 6 C O - 0 W = J I— � w 2 g Q w = a w Z = I- 0 Z I- Lu U � 0 W I— LL. O w Z U H Z COMMENTS: ,k / �/ Typ, 7 Insp lion: 0 U-04(o.-410,.,,...... ?--tAe‘ cA...--x-Ma-e-&-R.A PlAi ia■C W A. lS H J.it, - 3- vV, °"' Address: _ ` C , Date Wed: 7"--.72-0,p, Q %D P L-1.,.- Special Instructions: 1C, 1!�� ] LoT /3 Date Wanted: 7 -, "--o�- a.m. .n,. ...n. E Rte^ c0 ,c,9_./` - e 0-, p t . S r-Q. t.• v-∎ 0-4,, c . c i tt l' " L" %.1.4-/■-e (xi ■ 0.--°‘ - ' rt-A/t• , Pr t: hOPOS ,k / �/ Typ, 7 Insp lion: Address: _ ` C , Date Wed: 7"--.72-0,p, / t � Special Instructions: 1C, 1!�� ] LoT /3 Date Wanted: 7 -, "--o�- a.m. .n,. Request Phon No: \ 5 _) - e 0-, f NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 v pproved per applicable codes. rections required prior to approval. spector: C A.1CAA! 47.00 REINSPECTION FEE REQUIRED. P4ior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: �.� -o 2/ Date: INSPECTION REC Retain a copy with permit PE IT NO. (206)431 -3670 '3i1."%x" aG'z bk ifaiGz�.3''w;'+�.v�t . 6i ~ W. 0 W o. W I J F- . ua 0 2 g J u. Q co W H =. Z �., i- 0 Z U � O N � H W W . H r- w Z O F- Z Project: e.) c "-- 0 .. i . 4eACI 1. 4 Type of gp Address: Date called/ - 0 - 01 Special instructions: Date wanted. Requester: Phone4 d s .- 3 _... 6 0 to .... 0 3s i INSPECTION NO, INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 DO - 337 PERMIT Na V 4C (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ( 47.00 REINSPECTION at 6300 Southcenter Blv eceipt No: Dat — 2_2_ e EE REQUIRED. Prio to inspection, fee must be paid ., Suite 100. Call to chedule reinspection. Date: z rz 6 D' C .) (..) , (0 0 CO W WI : -J CO LL uj 0, ZI- 2 u_ < u) 3 z • 0. • u 2 a D O — 0 Lu I— — U. z Cu • 5- 17- Ppiect; tl, 57 /,ern —10 / Type Impection: (Uall ......GfiSidelhoil d§:7:0 Date calLed: i 7//0 /Og Special instructions: ., Date waoted: / 7 / // 7,9..P .m. p.m. Requester: i KA-a h 53 6 0 3e5' INSPECTION RECOR Retain a copy with perft . INSPECTION NO. : OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 COMMENTS: • A(C b Lel 1 "11, CA' Inspector: Approved per applicable codes. ri Corrections required prior to approval. $47.00 REINSPECT 6 N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pro'ect: !/ Sir`' /4/ Ji7, , .5 T ype of Inspe r l{�Yl i r2,/ Address: s . 4 / g / 7 a : �% c led O / Special instructions: • Date lined: o /p:ni: c Requessgr !f''C Lt Ph 53 - 40b-031a? • INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION :.6300 Southcenter Blvd, #100, Tukwila, WA 98188 1 PERMIT NO. COMMENTS: a4 - 7_4 - 7-r - l A Approved per applicable codes. n Corrections required prior to approval. ri $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: '�' xC.1w rt'` f' r�, r`"%.`. �i�t`;' u. K?; ttte;�°esw�t,?'.:..F,..cra?C�'. n �: �n n rfb y`f,' ,,y Z^`�. Ax?:- gar R %;'� ,.,b.i. a,{"i�'�&:",'i::. l!�` `.u.a� -:4'» �e:4�i Yr,... �:.!",•,^.''�,�:. t�.:�.�j. ;,, >+tr.1 4 � QQ 2 —a C.) co W I -.Ih- W O < W H Z I- O Z I— w U� O — D I_ W • - U. L11 0 Z e f ro j ec : os *y- /k,4 fS -b,f /3 Typ of I : .` ', !cir specti A de: rss �/ "�/ �v S / .S f c led:I Date 7 /51 4 Special instructions: ' Date wa ted: 7 (5 Requ s er: PhQ e._ i INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. af Corrections required prior to approval. Inspector: r �. lit 0 $47.00 REINSPECTIO FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: c Date: (206)431 -3670 7 ~42 !:':'f :.f ��:f�°'.:`l �?Y ..v.:'1' rt:.> •, K1 �? Y.e «Y ri::•.lci� �.�,�.:fi,� r. i.��s..,, =`Sty: °y'' °.'Y.°.. 1t tcG �i�.t3."_„ it:��.. t *.'s - ..,•:,e: >.._�1,�:�_ ::Y:. ;:.Nx�.�. %, .k+t.:_.�,.,...,},#'r..;ti ..idi., 't�•.rkfliuil(,�. { �": i+. i1v. S. 1' en�tih' ti}: �" ektt `:it�:i�r:•i:��4'dS;iii.���'. a .... ... .. Project: Fosi-er -1- h bokv --- r. ,.. 1 Date called: 6 _ 1 2 ..... 0 2. r . Address: if 20 .g ii/5 A St Special instructions: 1.0t 13 Air Date wanted: (.0•111.) 6-13 —0Z p. Requester: -I ' - -- IraV)5 1-1 0 user Phone: 2.04)......74 7 3 .... 3 oe 3 5 - • INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 n Approved per applicable codes. COMMENTS: 6 Ac/eiti f f • - (A136. < ) t bt< • • ..< - Corrections required priorto approval. 001-337 El $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: z • . z • re 11•: 6 m• _10 O 0 W I (0 0 w 0: g 5 < • D — a I- la Z 1-0 Z W uj: 2 D, 0 '0 c l 1-- tu tu . P: z . O u 0 /7 z COMMENTS: ) T -- / 1 i,c , c, 610f )-2 .." s c ZczCj M, 0 7L Z) 0 01 . / ..44.-7 e s-t ce"-a: 4 "0,... ..„ ,., Ji. 1--,9)-, j P ri.r.4.,". e A , ,,,. 2-it 1 1 s -.I te„ ..1.1 e , x>. , : P a.,-, ,,,,,,4 c 75 4 e .".4-.1.—. 1 e a a 24 -/ c 7 3 4 'P' ; 2 2 r ie: 4e A ://' , . ,,-, i i „, ‘, • 'Thit.ofinspection: Addresl: 05 r • ' '''''' L01 0 - ::':,-1. i a_ pi I hi 611510) • . = , , , Date calli: / F (p /0/00 Special instructions: Date wa,nfed: / CPP i / 0 o P.m. Requpter: _DO L25 Phone: , 25-5 r • • . . Approved per applicable codes. INSPECTION RECOR Retain a copy with permit • INSPECTION NO. • . CITY OF TUKWILA BUILDING DIVISION,: 6300 Southcenter Blvd, #100, Tukwila, (206)431-3670 Corrections required prior to approval. 1:1 $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .40,14:4:05:414dar.444.4allegitrok-.1.:AL:43:41.44.4,te , r • • . . Approved per applicable codes. INSPECTION RECOR Retain a copy with permit • INSPECTION NO. • . CITY OF TUKWILA BUILDING DIVISION,: 6300 Southcenter Blvd, #100, Tukwila, (206)431-3670 Corrections required prior to approval. 1:1 $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .40,14:4:05:414dar.444.4allegitrok-.1.:AL:43:41.44.4,te , .:'.f.:.�..,. 4'C� ;rdA4?:. ..� wx'J.r' >' �i.;:Stq,Y.).i'1,b' Proje__ • v i■. 1 J ' t Type of Inspection: -.1.t 1 4f I- At - Addres 2 . / /5 C71-- Date called: Special instructions: Date wasted: a.m. Q. Requester: Phone: n Approved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 f ,Z . Corrections required prior to approval. .Lri ~ ' // j \ 56,07 4 2. Gtl' !/ Ai,' y7i,/h /,1 .1. ce r mil' cr 'f' / !fitLa �'Z e" S c.a X r, L k / � d l °C/C., 1'T i 5) 4 d- 4,-7.'.: 4 4 — 6(4-- z)''/; co ( l ''' Inspector: Date: y/ / 4 $47.0 INSPECTION FE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., ite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 1 'lAt�'c6i,h:it v i " -t Z W W JU U O J • W W 0 } g • ry = W H = Z W D p O D I— W W H • 0 u- O '. 111 Z U N , O z Project: / , Z , .f ./6/- Type of inspe �tion:. ,, Address: , Date called: Special instructions: Date wante ' --rie?...---Z Requester. - Phone: +'i�f +A�:�t +iiifit� ^ t.,r - .N Fl•.'�l.'.t; +: ri i aal+eNiz':'`fla'r✓t+fLLYiZf'�tirl ;<4..:a6Y.Y' 7'°'i4� t, . "9}, iTtiY4 i( INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 i:;w., rr�::�t"a�a:S: r::.?; yc:: �:��:.�i...�:,��a:.t•, r ^: � -.e: Y ; ?,�; ,bbl -33> PERMIT NO. (206)431 -3670 Ej Approved per applicable codes. Corrections required prior to approval.. COMMENTS: / r - - , 7 9 7 . , % // c 1 1 - 1 ) ef• 440 $47.00 R NSPECTION FE REQUIR ' . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: c COMMENTS: 0 PA r /sw 4 bi -- "Wie"/F-9 i4 s- /Jor` •% ,1//vn'o'C fsDz -TS ,9j1/a f/lfi' -s Ae: A/d i i iv.s 7;•` Date wanted: S .. v _ O p.m. Requester: c) a. / ti e / blhl Phone: a._ 3 —b 0 to —co a Pyoject: 1 2 61-F, ro H I S 15 .- Type of Inspection: -. S t A e.. k."0 L-- Addres : L I 420 s. i4 s- Date called: 5 -/- 02 Special instructions: Date wanted: S .. v _ O p.m. Requester: c) a. / ti e / blhl Phone: a._ 3 —b 0 to —co INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. .00 REINSPECTION at 6300 Southcenter BI Lam[. SlIN'w���.'- 'u��,xi'+iii:�.:.: Y.;J �I.n�iJl:`r4'n•f t�:'.....`i _: d•5:�v.w...... �} r INSPECTION RECO Retain a copy with per PERMIT NO. (206)431 - 3670 Corrections required prior to approval. Date E REQUIRED. Pr to inspection, fee must be paid Id., Suite 100. Call to schedule reinspection. Date: lA3; c J1�`�r�iu�.ai,'✓+}+nliati.i ". : : �J7ri .f*KF.1{'(s.'FILGYA,;I'��2r :bbt«��Ct • '.i..�Y d[4.'l144 1 . ="0 !: -vU,iaPJlcoOixliwaTai t Z: re 41 J o O 0 w = J t. WO } gJ , W I CI i. z � I- o ; W W W U PI O N W W '. I L I o W o � z 0 Project: ` � /3 Ty of I spection: On4 Na 1 I I nc r r /9h ;Ad ress: , Dat al I _ © , i o " / BaO 5 /4S Special instructions: Datrnjed : /7 / RequestprO Pho � e a53 - (006 - X7 7 .INSPECTION NO. Approved per applicable codes. OMMENTS: INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 7 ! M.- A/ RMIT NO. (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTIO FEE REQUIRED/ Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4,4::4..t: ;% iN:`!:1::ti. ii).:wkn(.r`11A.:lk::.J.4 ..: ^ :..^: +�` fi;� *s!''! }etin�4:w'�r�2 ;y� ��!'e:: s��. r;lii5utrdta}Sd�ixrkti�,:t�: „ "; iA td4: "e1ti'aIIasa"k.:fig wisto z, mo u1 . o o 1 to 0 w= co LL w O . co J LL ?. I Z �. Z I- O in .O — w W H r- W O • ~ Z :46L 'let 13 T p f Mpection: U7 0 ., , (0.., 7/...._ A dre s . (45 4b u. -- Date called: /t Special instructions: ›.I 1 pDZek Date wante :11/ a. a ReTter: .. CeLUE c lipt,44e/1 _ Phone: (2Dcg) 7q3-30?s- INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. ri Corrections required prior to approval. COMMENTS: \-.**) 4.1 --- 1 N Co ( 72-71--N- rsi nspec or: Date: /4_ 1 1 E $ 7.00 REINSPECTION FEE R QUIRED. Pril)r to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R eipt No: Date: , walY' RAN...W.404V. ,441,04.1.4ftZlithAs?,■;4"....-41;4C, z W z: re 2. 6 • 0 00 co CO W, W CO u_ u j 0, • u.. I Z a Z uj D 0. m . =. :01-. LU uk I 0, rr . -4-- z 0 Pro ect: q tr l - L o t /3 . . Type of Inspection: roo 1-rnof :1 t Ac raw 5. / 4 t5 . 3i— Date called: 7 !_ /r'�.1- 'Special instructions: Date wanted: T p7 -07 a.m. p. . Requester: � u Phone: *--D 7? INS CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100; Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Q_c sn pecto • Date: / 3 -d inspectio .00 REINSPECTION FEE dEQUIRED. Prior t inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt No: Date: lea �.. i ;}w • INSPECTION RECO Retain a copy with permit DOI- PERMIT NO. (206)431 -3670 Corrections required prior to approval. J t 'Yi'r: Project: i-os-leif He■O‘.. Type of Inspection: ...5..b Address: . Date called: Special instructions: _ t.do,od hVe - 1-6/ . _ a -- (2.7 a cie/4 of 4 • li C 04C Date wanted: 1 I d3I/1/ . Requesier:- i /1 OuSer H Phone- (o6)72:3-0S INSPECTION RECOR Retain a copy with permit INSPECTION NO. k ‘ CITY OF TUKWILA BUILDING DIVISION 6300 Southce9ter Blvd, #100, Tukwila, WA 98188 3 PERMIT NO. (206)431-3670 Approved p A applicable codes. El Corrections required prior to approval. COMMENTS: \ g � t. 0;t7/4 5L4 c/) Ld Inspector: 6'J Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter'Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . • • • • • ' 1?"," I; 4.'ri 1, , X") , ■. ( 4%CiJi/L.e' , 1 1 ,44j0:144ti• •414,it ka•t•*1 ,•`14; ■Agti' • <1 Project: Type of Ins ection: Addr s • � Date ca led: Special instructions: P f I ; Date wanted: -. a.m. Requester: To:3' I Phone: k "..Y•......ias •�;tifGicbr,�:.::viCi1';�f�a: :;_,. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECO Retain a copy with permit 130/-337 PERMIT NO: (206)431 -3670 Corrections required prior; to approval., COMMENTS: El $47 O EINSPECTI N E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite`100. Call to schedule reinspection. Receipt No: Date: ,1M4.1144 {,fa, i bi. AtAix.t 'ii. iwl- :,,, En'tii i�:!.YNIti y => Z Z ' . � .J U; U O W N U. w O }}. � = H ILI = Z � Z O 0. U • 0 ' • U E- w W 0 r. u_ U N rz Z c ro : t C57 r . � ,4* - G o l ' T of Insp ctio n: e `;:: ' � r . yi e o ; c,. . - too lk Address: ;' •../.... ... ..:.. ..:.: ...... 'ate ' . • , ` v . 5 " . , .. Da a called: :: - Moir o Special instructions: • Date w 51: '' #,...., a.m. p.m. Requester: ,1 X>U , Php �; o -& 79 INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING .DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1777+-.: 77, PERMIT NO. 206)431 -3670 COMMENTS: I eA-4, 1 7.00 REINSPECTIO FEE REQUIRED. Pri t 6300 Southcenter B d., Suite 100. Call t� eipt No: Dat -- h2 off.... rf to inspection, fee must be paid schedule reinspection. Date: Approved per applicable codes. El Corrections required prior to approval. Pro � eect - 1.,, :;i::.= I "' "� �/ • Type of ns ection: .Add e s ' ?' ' :' ' 4 ' /$0 - ' - '' . - . Date called: a 6 Special instructions: Date wanted: a. . m . „. -D / -D� . m Req J,( {: f e e /// fjacs fee-/-‘ / e/ .,, 3 -e ,7y INSPECTION NO. INSPECTION REC Retain, copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100,'Tukwila, WA 98188 NI :Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 6 i© 7, el A. n't 0/V71-40 o c Date: 3-z — C. ) 2 , i /7L f$47.00 REINSPECTIO FEE REQUIRED. for to inspection, fee must be paid ai 6300 Southcenter Ivd., Suite 100. Cal to schedule reinspection. Receipt No: 177 PERMIT NO: (206)431 -3670 Date: :41 ifiLLli61its,51 .'x.ii•X• ♦.... ::ili' f iG N.'itrlitt ,^ i'' tii rr+''> :1 i:Kdpj�S�Man °.J:c`�:'Ski'.�:^ iii.. iAi�''_�.':v' >.istr.:.zi`.r,'S {?•, *ter: . `v'^. '�� Job No.: 00 -080 Location: Lots FOR THE LONG CLASSIC HOMES RESIDENTIAL PROJECT Plan No. 470 November 28, 2000 Copyright 2000, SEGA Engineers IWO VES W ` ck) • .�,yt1,.Cst 'STRUCTURAL CALCULATIONS 16, Foster Heights Washington CITY OF OCT 1 1 2001 PERMIT CENTER 'fr Dol- 337 • M01- Iv. SEGA Engineers /Structural & Civil Consulting Engineers 22928 SE 312th ST (360) 886 -1017 Black Diamond, WA 98010 • • • • .. • . • • - SCOPE OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members, and drawing red-lines for a two story wood framed single family residence. The roof framing is manufactured trusses, the floor framing is wood Hoists, and the foundation is typical concrete strip footings with a slab on grade. The use of these calculations is limited to a single subdivision referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty; either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. . • Greg Thesenvitz, PE SEGA Engineers p.- n ,. arm 2; 00 Iw ' cow' LIJ I— CO IL. g u_ ‹. 1— 1— 0 LLI: n 0 , , C) - . c). w ‘ f ' 0 ' , Z SEGA Engineers / • /Structural & Civil Consulting Engineers 22928 SE 312 ST Black Diamond, WA 98010 Copyright 2000, SEGA Engineers Total Deck Load (360) 886 -1017 2 x Decking 4.3 psf 2x10 @16 "oc 2.8 Misc 1.5 8.6 Residential 40 psf Siding 3.0 '/2' Plywood 1.5 psf 2x6 @16 "oc 1.7 Insul 0.6 1 /2 GWB 22 . Project —7 H 470 Job No. 00 -080 By: GAT Checked Date: 11 /28/00 Sht 1 of Roofing (Comp) 3.5 psf Z cc 2 2 x @ 24" 3.5 Oa Insulation 1.1 t .� 0 5 /8' GWB 2.8 t7) w w =: Misc. 1.5 , J F- 14.2 psf i W O 2 Snow 25 psf (115% Load Duration) g Reduction, Rs -0.33 psf w Q. 5/12 pitch = 23 deg H w Total Roof Load 38.9 psf z Z i— 0 z F- 0 Flooring 0.5 psf 0 3/4, Plywood 2.3 ;0 cn. 11 TJI @ 16" oc 2.8 w w 5/8' GWB 2.8 r~' Misc. 1.5 LL- z; z ; 9.9 psf v P- i= _ Residential 40 psf z Total Floor Load 49.9 psf 48.6 psf 9.0 psf 0.41.)41:1x:;:ri�: SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers //Aiz e- o. ) i• (1 -16E / L-O" w ` Z z. ) ( s tsr nge (.ltol - Ici,z ,cr S V- (t) t a � K/Fr) - 4, s r- arc. Rwv) Copyright 2000, SEGA Engineers 1 : 4 IA , c 1 1- . ) s -" s r ) i t,) Co. (el 'eh" = 4 ,z, K 014 C.0 (0 i '`'f)( 41 = 7 6-.3 xiD k z LcM 4470 JOB NO. 00 , cl ?, a FIGURED BY 41- 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY DATE d0 SHEETZ OF /) ?x 14 , .J Z ._., ......._....�k.. 3 �$ r . 4 3V it-- 0) watrr45iaG;1ri11.1.14/N,.':5:t SEGA Engineers / Project V'' /Structural & Civil Consulting Engineers 22928 SE 312 ST (360) 886 -1017 Black Diamond, WA 98010 LATERAL LOADS SEISMIC Maximum Base Shear, V = 2.5 C I W where, Therefore, R Ca = 0.36 Zone 3, SD, Table 16 -Q I = 1 Table 16 -K R = 5.5 Table 16 -N W = Seismic Weight Wroof = Moor = (40ft) (44ft) (16psf)+ (2) (40ft+ 44ft) (4.Oft) (9psf) = 34 kips (40ft) (44ft) (16psf)+ (2) (40ft+ 44ft) (8.Oft) (9psf) = 40 kips W total = 74 kips Design Base Shear , V = ( .164) (74 kip) = 12.2 kip E = ( 1.00) (12 kip) = 8.7 kip 1.4 WIND Design Wind Pressure, p = C C q, I where, Ce = 0.62 = 0.67 = 0.72 0 -.15ft 20 ft 25 ft C = 1.3 Method 2 qs = 16.4 psf 80 mph =1 Po- is = ( 0.62) (1.3) (16.4 psf) (1) = 13.22 psf P20 = ( 0.67) (1.3) (16.4 psf) (1) = 14.28 psf P25 = ( 0.72) (1.3) (16.4 psf) (1) = 15.35 psf Job No. 00 -080 By: GAT Design Base Shear: (Wind) Vun (40ft) (10ft) (13.2psf) + (40ft) (5ft) (14.3psf) + (18ft ) (5ft) (15.4psf) Wind Loads Govern for Lateral Design - Each Way Checked Date: 11/28/00 Sht. Sect. 1630 Eq. 30 -5 Eq. 30 -1, Sect. 1630.1.1 Eq. 20 -1, Sect. 1620 Exposure B Table 16 -G Table 16 -H Figure 16 -1 = 9.5 kips .. ''V519 (44ft) (10ft) (13.2psf) + (44ft) (5ft) (14.3psf) + (40 ft) (5ft ) (15.4 psf) = 12.0 kips Copyright 2000, SEGA Engineers SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers JOB NO. OD -d8o 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY Snug( WALL_ Es) U A) SkFa WALL d ,, g� (—• �K = (4_1( Srl /S t L)C -45 `) - 2,11 / I= Q 4 ji = 3 8 Pi- < Pt_F • vr_' Z, )/ ' 4- C t) (iv - 47103 • . Copyright 2000, SEGA Engineers r C») : z-ci zn • (.9 •Z4 L ),v Lc-0 # 410 1 0 ' l S TH 0,6 • FIGURED BY 447 DATE (Ik Toc, SHEET d OF 1.. Pot •:-).tares. 8' ,_z, oc� U� .0 O i . N0. w w' . w o . g t_a _ z I- o` Z I— U � 'O N� w UJ: I V` LL O: Z LII 0 z e SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers JOB NO. Oo - 08 22928 SE 312th ST • Black. Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY s )4E-Alt- hE t,,,J Ce.42,JT' sie/t-g_ WhQ LL 4 3 Rc° ' \/= L > (.,5') (ic 3e'') t C .'h C4)6 fo)t./3,Zig)' 4j# Sl5 ors t 3,'S't /s"..5 3/ h •' J c ze 1 111 ,4- '• - • ) g 4 W414.. f(- ---- 3105 1 n5 .. L4s 31os / 1' 1 3f . 311 4 L)00)63,ZZ .+4.11 i ,= . z.S' r3.S` t 4' - / ?r - � # /0 . 4-4.3 '~ r l (4)(4-4.1) 005 _._. _ .. ............_ /7- oil.. Copyright 2000. SEGA Engineers 4i' DATE Jbo SHEET C OF 7 g3 SfiLZY� FIGURED BY c ,„)T nL Z • 1571.1b6', 21:i>ti?ic�3'c osx: ?N;lt4£6 +,11 V;iN rxa{ A,•w eS�i�S ¢ rNlaMi 4G' .. %!k w r • i e/ . tG.z.,w . F4 1 ~ w re J O 0 CO W = u_ to 0 ga W = C'1 w H =. z i ... I- 0 Z i— w Lu D o oS o 1- w W ' U. O w z: O z i c. =/oop 8' 61 5� 6 k V t SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers JOB NO. Oo - 08 22928 SE 312th ST • Black. Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY s )4E-Alt- hE t,,,J Ce.42,JT' sie/t-g_ WhQ LL 4 3 Rc° ' \/= L > (.,5') (ic 3e'') t C .'h C4)6 fo)t./3,Zig)' 4j# Sl5 ors t 3,'S't /s"..5 3/ h •' J c ze 1 111 ,4- '• - • ) g 4 W414.. f(- ---- 3105 1 n5 .. L4s 31os / 1' 1 3f . 311 4 L)00)63,ZZ .+4.11 i ,= . z.S' r3.S` t 4' - / ?r - � # /0 . 4-4.3 '~ r l (4)(4-4.1) 005 _._. _ .. ............_ /7- oil.. Copyright 2000. SEGA Engineers 4i' DATE Jbo SHEET C OF 7 g3 SfiLZY� FIGURED BY c ,„)T nL Z • 1571.1b6', 21:i>ti?ic�3'c osx: ?N;lt4£6 +,11 V;iN rxa{ A,•w eS�i�S ¢ rNlaMi 4G' .. %!k w r • i e/ . tG.z.,w . F4 1 ~ w re J O 0 CO W = u_ to 0 ga W = C'1 w H =. z i ... I- 0 Z i— w Lu D o oS o 1- w W ' U. O w z: O z SEGA Engineers / / Structural & Civil Consulting Engineers JOB NO. o� —063c, 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY Suk WRLL ?"1.- kJ./ 7 0) Copyright 2000, SEGA Engineers l W 14‘4''614 PROJECT upjR- 1 Le.4-1 410 o) FIGURED BY- 44.r vit DATE I li 7•0 SHEET(, OF • . . • .;) rr 94;•..‹.. ri:.?.; w II (.) 0 0 . UJ w 0, 2 g — lii Z I I— 0 Z at 2 a D co 11J w u j z ' • u), 0 I-1 z Mark Minimum Sheathing (1) Sheathing Nailing (1) Sole Plate Nailing Anchor Bolts (3) Remarks n /IX Min. 3 /8" T1 -11 or OSB 6d @ 6" o.c. 16d @ 8 "o.c.. 5 4 " @ 60" o.c. Qall = 195 plf 1 /2' OSB or CDX • 8d @ 3" o.c. N/A 5 /8" @ 19.2" o.c. Q 450 plf Use minimum 3x studs at abutting panel edges and stagger nails. SHEAR WALL SCHEDULE Notes: 1) All walls designated " P: are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0, OSB or CDX) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at intermediate framing to be at 12" oc. Nailing not called out shall be per UBC Table 23- II -B -1. 2) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). 3) Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 5" from each end of the piece. Embed bolts a minimum of 7" into concrete. Washers to be minimum 2" x 2" x 3 / 1 6 4) See NER -272 for alterante nailing / staples. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. T.C. SIZE 2 X 4 T.C. CUT PLUMB HIGH 2x4 41 ' ‘" 2x6 LOADING: 25.0.7.0.0.0.5.0 SPACING: 24.0 IN. O.C. (fYP.) ROOF Comp HEIGHT SIZE TYpE No. = - -MK TYPE SLOPE SPAN OVEKHANG - REMARKS LEF I R1GH I PLAN NO. L -R 470B L 20 T04 5 40 -00 -00 18 18 MOD. QUEEN 1 TO4A ® 5 40 -00 -00 18 18 MODIFIED Q 1 T05 .;gIIIIIIIIImi... 5 40 -00 -00 18 18 FINK 1 T06 ,.. 5 17 -00 -00 18 18 GABLE 2 T11 5 29 -06 -00 18 18 FAN 1 T10 5 29 -06 -00 18 18 GABLE 1 T12 5 21 -00 -00 18 18 QUEENPOST 2 T14 ,.SI 5 10 -06 -00 18 0 MONO RECEIVED CITY 10 EJ � 5 02 -00 -00 18 22.50 OF TUKWILA JACK 2 HR O 3.54 02 -09 -15 25.43 0 GIRDER OW 1 1 2001 70 Blocks 2x 4 Vent 22- 7/16" PERM CENTER 2 Hangers ARS FLASHING 35 Hangers STABLZR 8 Quad2000 14- GE LABOR LABOR TO SHEET GABLE 5 Quad2000 15- GE OSB SHEETS OF GABLE SHEATHING r.. TRUSS DEPARTMENT BY: DELIVERY INSTRUCTIONS: Total Weight: 4001 *CS 41r fiv LONG CLASSIC HOMES 0 1624 PIONEER STREET a ENUMCLAW, WA 98022 o (360) 802 -1880 s Long Classic Homes z P Tukwila, SHEET NO. 1 PHONE: (425) 488 - 1818 CONTACT: FAX: (4 3 PHONE: PROJECT: Foster Height SALES:WAYNE BRIGDEN OA Truss HeIght:09 -03 -05 SPECIAL INSTRUCTIONS: TRUSS QUOTE /ORDER fsS i�ril ,1( UOTE #: B0110120 L° p v� AVOICE #: OUST: LONGCLAS PO NO. TERMS ACCEPTED BY BUYER NAME: DELIVERY SUB -TOTAL NO SALES TAX Included $2,071.00 GRAND TOTAL $2,071.00 Dot -331 /M01 -1% f�"` `.hA 09 -03 -05 2071 ORDER DATE BID DATE DELIVERY DATE 11/14/00 JOB NO. PLAN NO. L -R 470B L r.. TRUSS DEPARTMENT BY: DELIVERY INSTRUCTIONS: Total Weight: 4001 *CS 41r fiv LONG CLASSIC HOMES 0 1624 PIONEER STREET a ENUMCLAW, WA 98022 o (360) 802 -1880 s Long Classic Homes z P Tukwila, SHEET NO. 1 PHONE: (425) 488 - 1818 CONTACT: FAX: (4 3 PHONE: PROJECT: Foster Height SALES:WAYNE BRIGDEN OA Truss HeIght:09 -03 -05 SPECIAL INSTRUCTIONS: TRUSS QUOTE /ORDER fsS i�ril ,1( UOTE #: B0110120 L° p v� AVOICE #: OUST: LONGCLAS PO NO. TERMS ACCEPTED BY BUYER NAME: DELIVERY SUB -TOTAL NO SALES TAX Included $2,071.00 GRAND TOTAL $2,071.00 Dot -331 /M01 -1% f�"` `.hA 0 0 O 0 Y f 0 9 -5 -8 O o� 46 -0 -0 ' - 39 -6 -0 9 0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT._ O 9 0 0 9 0 Plate Offsets (X,Y): (2:0- 4- 2,0 -14SJ, [10:0- 4- 2,U -1 -8 LOADING (psi) SPACING 2 - - CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 1.00 Vert(LL) -0.35 14 -16 >999 M20 185/144 TCDL 7.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.61 14 -16 >780 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.15 10 n/a BCDL 5.0 Code UBC /ANS195 1st LC LL Min 1 /deft = 240 Weight: 146 lb I Job ;Irucs ;80110120 T04 Woodinville Lumber, Woodinville, WA 95072 0 11 -6 -0 7 -1 -3 1.6.0 , 7 -1 -3 lik\ i ‘V ;112: 39// 3x8 = LOAD CASE(S) Standard C1IAnwfein 11d,,. U•dl.wn WI X174O 10 -3 -14 truss e MOD. QUEEN 13 -6 -9 { 20 -0 -0 6-5-7 6 -5 -7 1 5.00 72- 3x4 3X6 5 2x3 16 15 3x6 = 3x4 = 20-0-0 9 -8 -2 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF 1650F 1.5E WEBS 2 X 3 SPF Stud /Std *Except* 5 -14 2 X 4 SPF Stud /Std, 6 -14 2 X 4 SPF Stud /Std 7 -14 2 X 4 SPF Stud /Std pt, .!1# ... - 4.201 SFt1 s Aug 24 2t10U Mil e 5x6 = 6 14 13 12 3x4 = 3x6 = 3x8 = { Qty 20 Ply 1 29 -8 -2 9 -8 -2 3x4 7 REACTIONS (lb /size) 2= 1574/0 -5 -8, 10= 1574/0 -5 -8 Max Horz2=- 20(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =18, 2 -3= -2995, 3-4= -2661, 4 -5= -2661, 5 -6= -1872, 6 -7= -1872, 7.8= -2661, 8 -9= -2661, 9 -10= -2995, 10 -11 =18 BOT CHORD 2 -16 =2745, 15 -16 =2257, 14 -15 =2257, 13 -14 =2257, 12 -13 =2257, 10 -12 =2745 WEBS 3 -16= -384, 5 -16 =405, 5 -14= -704, 6 -14 =1027, 7 -14= -704, 7 -12 =405, 9 -12= -384 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 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) This truss has been designed with ANSI/TPI 1 -1995 criteria. WARNING- Verify design parameters and READ NOTES ON THiS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and is for an individual building component to be Installed and loaded in the plane of the truss, Applicability of design parameters and proper Incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of Individual truss members. The bracing design is the responsibility of the building designer, Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST-88 Quality Standard, 058-89 Bracing Specification, and HIB -tab Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 (optional) Industries, Inc. Wed Nov lb 13:04 :b / 2000 i age 1 26.5 -7 i 32 -10 -13 { 40 -0 -0 41.6 13 6-5-7 6 -5 -7 7 -1 -3 1 -6 -0 Scale =1:79.5 3x6 40 -0 -0 10 -3 -14 (360) 757 -8500 (380)•7574758 Fax IfS'F" ahlav 6 ..� S r ° �Y k" � ` ' S'kT � "tw rirl f?k�JtX'. 3x8 = { 0 117 BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 1 Brace at midpt 5 -14, 7 -14 L EXPIRES 12/7/2001 � V�tLLB LVMa f (425) 488-1818 iltv rip 1 . 1 1k (425)488.8773 Fax Plate Onsets (X,Y): t2:0- 4- 2,O -1 -8J, L10:0- 3- O,tdge LOADING (psf) SPACING 2 -0 -0 CSi DEFL in (loc) 1 /deft PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC • 0.40 Vert(LL) -0.17 30 -32 >999 M20 185/144 TCDL 7.0 Lumber Increase 1.15 BC 0.66 Vert(TL) -0.26 30 -32 >999 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.10 22 n/a BCDL 5.0 Code UBC /ANS195 (Matrix) 1st LC LL Min I /deft = 240 Weight: 191 lb Job 1 rugs IB0110120 TO4A Woodinville Lumber, Woodtnvil�e WA 9130/2 - 119.7i1 ie MODIFIED QUEENPOST WEBS FORCES (lb) TOP CHORD BOT CHORD REACTIONS 11 -9 5 -4 -3 1 -6 -0 5.4 -3 10 -10 I 14-9-0 } 19-5-6 20-9- 024 -1 -13 , 4.8.6 4 -8 -6 4-8-6 0 -6 -10 4 -1 -13 111:■ oT471 W."41 V4 oT4W4 67474 .T4747STONV. 44 3x8 = 7 -8 -6 7 -8 -6 niAnnf.ln n.I ,. U•dl.nn car [•740 3x6 3x4 5 33 3x4 = 1 5.00 ITT 3x6 14 -9 -0 7 -0 -10 32 ,3x8 = } 4.1(J1 21 -9 -10 7 -0 -10 SN1 s Aug 24 2t1UU Mil e 3x6 = 10 Qty 1 1 12 31 30 3x6 = 3x4 = 1 Ply 1 13 14 29.6 -0 7.8 -6 WARNING Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and is for an Individual building component to be installed and loaded In the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST-86 Quality Standard, DSB-89 Bracing Specification, and HIB -98 Handling Installing and Bracing Recommendation available from Truss Plats Institute, 583 (optional) Industries, Inc. Wed Nov lb 13 :Ub:b/ 2UOU Page 1 29-6-0 5 -4.3 15 288 27 26 25 24 3x6 = 3x4 3x4 II 1 16 3x6 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 SPF Stud /Std *Except* 6 -29 2 X 4 HF No.2, 3 -33 2 X 3 SPF Stud /Std 5 -33 2 X 3 SPF Stud /Std, 5 -32 2 X 3 SPF Stud /Std 6 -32 2 X 3 SPF Stud /Std, 32 -36 2 X 3 SPF Stud /Std 30 -36 2 X 3 SPF Stud /Std, 30 -37 2 X 3 SPF Stud /Std (lb /size) 2= 1250/0 -5 -8, 29= 1011/10 -11 -8, 24= 105/10 -11 -8, 25= 153/10.11 -8, 26= 169/10 -11 -8, 27= 45/10 -11 -8, 28= 52/10 -11 -8, 22= 365/10 -11 -8 Max Horz2=- 19(Ioad case 3) Max Uplift25=- 5(load case 3), 27=- 2(load case 6), 28=- 332(load case 2) Max Grav2= 1250(load case 1), 29= 1011(Ioad case 1), 24= 106(load case 7), 25= 154(load case 7), 26= 169(load case 1), 27= 70(load case 7), 28= 84(load case 7), 22= 365(load case 1) - First Load Case Only 1 -2 =36, 2 -3= -2409, 3-4= -2165, 4 -5= -2106, 5 -6= -1602, 6 -7= -475, 7 -8= -435, 8 -9= -426, 9 -10= -377, 10 -11= -382, 11 -12 =-425, 12 -13 =-451, 13- 14 = -417, 14 -15 =-435, 15 -16 =-477, 16 -17 =-403, 17 -18 =-414 , 18 -19 =-447, 19 -20 =-437, 20 -21 =-438, 21 -22 =-447, 22 -23 =35 2 -33 =2145, 32 -33 =1803, 31 -32 =1573, 30 -31 =1573, 29 -30 =1935, 28 -29 =382, 27 -28 =382, 26 -27 =382, 25 -26 =382, 24 -25 =382, 22 -24 =382 6 -43= -1127, 42 -43= -1123, 34- 42= -1161, 34 -36= -1132, 35 -36= -1445, 35 -41= -1422, 40- 41= -1448, 37 -40= -1525, 37 -39= -1653, 38 -39= -1685, 29 -38= -1696, 9- 34 =74, 11- 35 =59, 21 -24= -106, 3 -33= -270, 5 -33 =290, 5 -32= -506, 6 -32 =547, 32 -36= -197, 30 -36 =290, 30 -37= -296, 20 -25= -126, 19 -26= -153, 17- 27 = -15, 16 -28= -321, 15- 38 = -31, 14- 39 =-82, 13-40= -202, 12- 41 = -67, 8- 42 = -98, 7 -43 =11 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 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 ml from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 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) All plates are 2x3 M20 unless otherwise indicated. Continued on page 2 40-0-0 10-6-0 17 19 40 -0 -0 10 -6 -0 BRACING TOP CHORD Sheathed or 3 -5 -13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 3 Braces at 1/4 pts 6 -29 (380) 757 -8500 (360)- 757.8758 Fax 20 21 41 -6- 1 -6 -0 Scale = 1:79.5 2 23'; O L EXPIRES 12/7/2001 ,.p �rILLB Ltllyt (425) 488 -1818 Apr' 1101rip. (425)-488-8773 Fax !l'uY�+r.' /tt.'rt n�s�Y1.i`v�".i 411, . ?,. }. S .,y.n rr °, 7x,4135• ""oo•mvi e um.er, ""oo.Invi e, I Job. I russ Truss 1 B0110120 TO4A MODIFIED QUEENPOST s • ug Qty 1 Ply 1 (o•tional) e n•us ries, nc. ov age NOTES 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at Joint 25, 2 lb uplift at joint 27 and 332 lb uplift at joint 28. 6) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and Is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST-86 Quality Standard, DSB•89 Bracing Specification, and HIB.98 Handling Installing and Bracing Recommendation available from Truss Plats Institute, 583 ,,p01v �u+lurr (425) 488-1818 *Ow' 1111110p (425)-488 (380) 757.8500 (380)- 7574758 Fax • i a;Y. tUe,.'I „e.�:;ub,3'ti'iw7Fd J:1« V•14),VAr 41 }.Cuia :f�,5'.:„5tri:; ti: Zix,Vnk.�N' vk3Z"t �Yi4' :'�i ": Y(5 FTcb, l runs B0110120 1T05 LUMBER TOP CHORD BOT CHORD WEBS OTHERS REACTIONS FORCES (lb) TOP CHORD BOT CHORD • WEBS 1 1.6 -0 4 -6 -14 8 -6.0 12-5-2 17-0-0 20-0-0 1 -6 -0 4 -6 -14 3 -11 -2 3-11-2 4 -6 -14 3-0-0 O ..c s 1�I � �' - _ . ■ 3x6 = 50 49 3x4 3x4 li `W 48454443t2 41 40 39 38 37 36 35 34 33 32 31 3x4 = 3x4 = 3x4 II 3x6 = 3x4 II LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0,0 BCDL 5.0 Continued on page 2 5 -10 -9 5 -10 -9 } t russ 11 -1 -7 5 -2 -13 2X4HFNo.2 2X4HFNo.2 2 X 3 SPF Stud /Std 'Except' 4 -48 2 X 4 HF Stud 2 X 4 SPF Stud /Std 3x6 3x8 5 � 4 5,00 F1'2 17-0-0 5 -10 -9 NOTES 1) This truss has been checked for unbalanced loading conditions. 3x6 = 213 14 1516 17 18 SPACING 2 - - Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC /ANS195 CSI TC 0.34 BC 0.34 WB 1.00 (Matrix) DEFL in (loc) I /deft Vert(LL) -0.05, 49 -50 >999 Vert(TL) -048 49 -50 >999 Horz(TL) 0.0'2 48 n/a 1st LC LL Min 1 /deft = 240 WARNING- Verily design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult GIST-86 Quality Standard, DSB-89 Bracing Specification, and HIB -98 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 m - ' 0 4 `Y2trii ��0!:u'i 11.3 �1�'.YS•i`9 4. BRACING TOP CHORD Sheathed or 5 -9 -13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing, Except: 10 -0 -0 oc bracing: 2- 50,49- 50,48 -49. WEBS 2 Braces at 1/3 pts 4 -48 (lb /size) 2= 625/0 -5 -8, 44= 10/23 -5 -8, 48= 792/23 -5 -8, 45= 169/23 -5.8, 43= 188/23 -5 -8, 31= 273/23 -5 -8, 32= 14/23.5 -8, 33=116/23-5-8, 34= 96/23 -5 -8, 35= 99/23 -5.8, 36= 99/23 -5 -8, 37= 99/23 -5 -8, 38= 99/23 -5 -8, 39= 99/23 -5 -8, 40= 100/23 -5 -8, 41= 86/23.5.8, 42=77/23-5-8, 47 =- 36/23 -5 -8, 46= 13/23 -5 -8, 29= 133/23 -5 -8 Max Horz2= 18(Ioad case 4) Max Uplift2=- 18(load case 5), 32=- 14(load case 5), 34=- 1(load case 3), 41=- 5(load case 3), 47=- 388(load case 2), 29=- 43(load case 6) Max Grav2= 625(load case 1), 44= 27(load case 2), 48= 820(load case 2), 45= 169(load case 1), 43= 188(load case 1), 31= 273(load case 1), 32= 14(load case 1), 33= 116(load case 7), 34= 96(load case 7), 35= 99(load case 1), 36= 99(load case 1), 37= 99(load case 1), 38= 99(load case 7), 39= 99(load case 1), 40 =100 (load case 1), 41= 96(load case 7), 42= 77(load case 1), 46= 39(load case 2), 29= 207(load case 7) - First Load Case Only 1 -2 =36, 2 -3= -915, 3-4= -753, 4 -5 =231, 5 -6 =273, 6 -7 =306, 7 -8 =282, 8 -9 =273, 9 -10 =296, 10 -11 =322, 11 -12 =261, 12 -13 =283, 13 -14 =235, 14 -15 =230, 15 -16 =283, 16 -17 =294, 17 -18 =289, 18 -19 =289, 19 -20 =289, 20 -21 =289, 21 -22 =289, 22 -23 =289, 23 -24 =271, 24 -25 =290, 25 -26 =289, 26 -27 =293, 27 -28 =269, 28 -29 =323, 29 -30 =35 2 -50 =784, 49 -50 =471, 48 -49 =810, 47-48= -252, 46-47= -252, 45-46= -252, 44-45= -252, 43-44= -252, 42 -43= -252, 41 -42= -252, 40 -41= -252, 39 -40= -252, 38 -39= -252, 37 -38= -252, 36 -37= -252, 35 -36= -252 , 34 -35= -252, 33 -34= -252, 32 -33= -252, 31 -32= -252, 29.31= -252 4 -52= -980, 52 -53= -985, 51 -53= -1042, 51 -54= -1105, 54 -55= -1145, 55- 56= -1153, 48 -56= -1163, 3- 50 = -226, 49 -51= -262, 4 -50 =301, 4-49 =312, 13.45= -170, 15- 43 = -184, 28 -31= -224, 27- 32 = -22, 26- 33 = -97, 25- 34 = -84, 24.35 = -85, 22- 36 =-85, 21- 37 = -85, 20-38=-85, 19- 39 = -86, 18- 40 = -87, 17- 41 = -72, 16- 42 = -67, 6- 52 = -13, 7 -53= -148, 8 -54= -106, 9.55 = -20, 10.56 = -26, 11.47= -237, 12 -46 =9 19 40 -0 -0 20 -0 -0 .0 21 3x6 22 2314 25 INIlI 40 -0 -0 23 -0 -0 PLATES M20 Weight: 240 lb (360) 757.8500 (360)- 7574758 Fax 41 -6.0 1 -6 -0 Scale = 1:78,6 3x6 = GRIP 9 30'; 185/144 EXPIRES 121712001 VWILLI LWI f�4 i '` (425) 488.1818 o° � vv ( 425) -488 �?Tb'. ". -.. ;t�' .;�ha' cti"+ f; r' 4;% 7: D�vvYf; r..' K: ��{ �far�va::••; y' tasxi�l:; ;n;rti"?iF.? Z , ~ W re 6 00 co o WH W W W O 2 L Q . • d = W H = Z1.- I- O Z I- U 0 N C W W H u.. L11 Z U 0 Z C loo — FT uuss rusa e 1E30110120 T05 FINK Woodinville Lumber, Woodinville, WA 9130/2 Qty 1 Ply 1 I (optional) 4.201 SN1 s Aug 24 2UUJ Mi I eft Industries, Inc. Wed Nov 15 13:1U:14 2UOU Page 2 NOTES 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 ml from hurricane oceaniine, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 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 2x3 M20 unless otherwise indicated. 5) Gable studs spaced at 1 - 0 oc. 6) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 2, 14 lb uplift at joint 32, 1 lb uplift at joint 34, 5 lb uplift at joint 41, 388 lb uplift at Joint 47 and 43 lb uplift at Joint 29. 8) This truss has been designed with ANSI /TPI 1 -1995 criteria. LOAD CASE(S) Standard WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST488 Quality Standard, DSB-89 Bracing Specification, and HIB -98 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 11 U. 4;.nn WI 47710 _augVILLI LVM* (425) 488-1818 4 t0Ir . 111110. Alt (425)-4884773 Fax (380) 757 -8500 (380) - 757 -8758 Fax AJ+wa rfil5e iv3:;:iial:ie;�ii'Y 4..k bth - L ; V004 C IJub B0110120 W — Truss T11 )13 Trus. � ROOF TRUSS 4 'l 01 Qty 2 24 200 PI 1' oodlnvi le Lumber, Woodinville, WA 96.011 Yi 0 1.6 -0 1 - 6r0 LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 4x4 = 7 -5 -14 7 -5 -14 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 3 SPF Stud /Std 1 5.00(1'2 2x3 3 9 -10 -15 9 -10 -15 Plate Offsets (X,Y): [2:0- 3- 6,0- 0- 2J,[6:0- 3- 6,0 -0 -2J 14 -9 -0 7 -3 -2 5Ft1 s Aug REACTIONS (lb /size) 2= 1185/0 -5 -8, 6= 1185/0 -5 -8 Max Horz2= 15(Ioad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =18, 2- 3= -1999, 3-4= -1703, 4 -5= -1703, 5-6= -1999, 6 -7 =18 BOT CHORD 2 -10 =1833, 9 -10 =1243, 8 -9 =1243, 6 -8 =1833 WEBS 3 -10 =-415, 4 -10 =533, 4 -8 =533, 5 -8 =-415 4x4 = 4 19 -7 -1 9 -8 -3 ii y 1 (optional) J M i l e Industries, Inc. 22-0-2 7 -3 -2 WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and Is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST-80 Quality Standard, DSB-89 Bracing Specification, and HIB•98 Handling installing and Bracing Recommendation available from Truss Plate Institute, 583 n'AnnfrIn Arivw Marllenn WI ri.%71A. i i1E ' C!1 2x3 5 10 9 8 3x4 - 3x6 3x4 = 29 -6 -0 9 -10 -15 SPACING 2 - - Plates Increase 1.15 Lumber increase 1.15 Rep Stress lncr YES Code UBC /ANSI95 CSI TC 0.91 BC 0.93 WB 0.46 DEFL in (loc) I /deft Vert(LL) -0.35 8 -10 >999 Vert(TL) -0.56 8 -10 >621 Horz(TL) 0.08 6 n/a 1st LC LL Min 1 /deft = 240 BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. 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 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 If and 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. LOAD CASE(S) Standard Or' VW, 141 (425) 488-1818 (425)- 488.8773 773 Fax (380) 7574500 (380) - 7574758 Fax Wed Nov 1 b 13 01 44 2000 age 29-6-0 7 -5 -14 PLATES M20 Weight: 94 lb 4x4 = p1 -0.9 1 -6 -0 Scale = 1:59,8 GRIP 185/144 EXPIRES 12.7/2001 r • y ti 7151; 80110120 -1 -6 -0 1 -6 -0 LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 rues T12 LOAD CASE(S) Standard 5 -6 -14 5 -6 -14 Plate Onsets (X,Y): (b :0- 4- 0,0 -J -0) LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 3 SPF Stud /Std OTHERS 2 X 4 SPF Stud /Std non..wa,w A -L._ u_rll.wn WI 69740 1 rusi )e QUEENPOST IT • ;I 5.00 Fir 3x6 3x6 111 2 3 5 10-6 -0 10 -6 -0 10 -6 -0 4 -11 -2 REACTIONS (lb /size) 2= 871/0 -5 -8, 6= 871/0 -5 -8 Max Horz2= 11(ioad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =18, 2 -3= -1345, 3-4= -959, 4.5= -959, 5 -6= -1345, 6 -7 =18 BOT CHORD 2 -8 =1230, 6 -8 =1230 WEBS 3 -8= -378, 4- 8=410, 5 -8= -378 4x4 = 4 5x8 = Qty 1 , Ply 1 15 -5 -2 4 -11 -2 (o • tiona e n • us ties, nc. 21 -0 -0 10 -6 -0 21 -0.0 5 -6 -14 2 ? -6 -0 1 -6 -0 Scale = 1 :40.3 SPACING 2 - - Plates Increase 1,15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANSI95 CSI TC 0.39 BC 0.92 WB 0.36 DEFL In (loc) I /deft Vert(LL) -0.32 6 -8 >778 Vert(TL) -0.49 6 -8 >507 Horz(TL) 0.04 6 n/a 1st LC LL Min I /deft = 240 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 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanllne, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 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 2x3 M20 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 loads per Table No. 16 -B, UBC -94. 7) This truss has been designed with ANSI/TPI 1 -1995 criteria. WARNING Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and Is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design Is the responsibility of the building designer. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST-88 Quality Standard, DSB-88 Bracing Specification, and HIB -1a8 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 PLATES M20 Weight: 95 lb GRIP BRACING TOP CHORD Sheathed or 4 -6 -6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. 185/144 EXPIRES 121752001 , LUMtr (425) 488-1818 40% 1110 W 1 4rt (425)- 488.877 (380) 757 -8500 (380) -757 -8758 Fax ..MCj f�'{�,,�# t�'�• w t'v ro strt c ;m . rw....:.3.�,.Y..:.�' P.tki ;�� tr +wnek {e .,,; { 's,,��:'?.taM,�.+uF >pS�Str '.�; .N:P�,•,;iT:ie`~� t d x �,�,,�, — Truss T14 MONO TRUSS Qty 2 24 2U0 Hy 1 UM optional) 1 IJob 80110120 Woodinville Lumber, Woodinville, WA 9130 /2 LOADING (psi) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 -1 -6 -0 1-6-0 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF 1650F 1.5E WEBS 2 X 3 SPF Stud /Std 5 -6 -14 5 -6 -14 REACTIONS (lb /size) 2= 487/0 -5 -8, 5= 376/0 -5 -8 Max Horz2= 174(load case 3) Max Uplift2=- 6(load case 2), 5=- 13(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =18, 2 -3= -397, 3-4 =0, 4- 5 = -160 BOT CHORD 2 -5 =363 WEBS 3.5= -398 42U1 5}l1 sAug 10 -6 -0 10 -6 -0 WARNING Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB -98 Handling Installing and Bracing Recommendation available from Truss Plats Institute, 583 1Vr1nnir,n now. u.,41.. n WI c-4110 Tek industries, 10 -6 -0 4 -11 -2 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 2 and 13 lb uplift at Joint 5. 3) This truss has been designed with ANSI /TPI 1 -1995 criteria. LOAD CASE(S) Standard 2x3 11 4 1 3x4 = SPACING 2 - - Plates Increase 1.15 Lumber increase 1.15 Rep Stress Incr YES Code UBC /ANSI95 CSI TC 0.45 BC 0.28 WB 0.36 DEFL in (loc) I /deft Vert(LL) n/a - n/a Vert(TL) -0.25 2 -5 >482 Horz(TL) 0.01 5 n/a 1st LC LL Min 1 /deft = 240 PLATES M20 Weight: 35 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. LIlM0 (425) 488-1818 0v" 1111111011p ikt (425) -488.8773 Fax (380) 757-8500 (380) - 757.8758 Fax inc. Wed Nov 15 1i:U9:23 100U h'age EXPIRES 1217/2001 Scale = 1 :31.7 GRIP 185/144 rwcot+rrr flvR 11Mc 0 0 0) 9-5-8 39-6-0 L I 0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN, THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0 0 U -- .1 — liF. 1 I ' I i — I i I . ' -f 0 0 —74 • 11■1 . i ! I ! I ! 1 i • , I- ! ! 1 if 1 lil 01) - IT-06. ! i . 1 ! ! -/ r r I IIIN 3 I . a 0 i II • .. ' I 1 r..- I anTM 4 1 0 0 0) 9-5-8 39-6-0 L I 0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN, THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0 0 U Vi:= _TTSUN 5.5B FILE: C: \ \WATTSUNS \ \LCH470.WS HEATING /COOLING /VENTILATING SYSTEMS PROPOSED Gas Furnace carrier pav pav / Heating System Type: Make: Model: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses (% Dsn Load) :, Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at. 4F dt): . System Size ( %Over) : Annual Cool Requirement: .SUPPLY RETURN Solar Access: PROPOSED DUCT SYSTEM `GLAZING ORIENTATION Eff S Glz: 2.1% 1994'WA.STATE ENERGY CODE COMPLIANCE. REPORT Location Vented crawlspace Attic or garage RECEIVED PROPOSED CITY OF. TUKWILA South ft2 OCT 2001 Southeast East Northeast PERMIT CENTER 80• %.. • 62 % 0 0.60 35611 8.610' 44221 66500 133 MBtu $ 750 Integrated Spot & Whole House NONE 0.0 (Ducted) Btu /hr tons ( @125 %) kWh /yr Partially Shaded Avg Rvalue R- 8:0 R- 8.0 Btu /hr Btu /hr(24 %) Btu /hr Btu /hr (150 %) Surface Area 539.4 ft2 107,9 ft2 PROPOSED North • : 279.0ft2. Northwest West Southwest : D01- 33'7 -18o 11/06/80 HOUSE ID: LCH470 (AV OF TM Lt APP ttOid`' O FEB 0 7 233.: ?. NOVO I 'iALDING D "tVtS1O!" Economic and energy 'consumptionn estimates are designed for comparatirae purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle androther factors. ► $4ss 31fi`teuw r kYsi1;i'ti., '.�,$ e rf' .. i' "tM i; i' idi '' ?,x i. , i trS' a�e ti y r •, � k' ui�: trig:}; � " . ` :I�;�C�"ra�t,U�:i���k:KCy�?;ss, ahar 1994. STATE ENERGY CODE COMPL1.JCE REPORT 11/06/80 WATTOUN 5.5B FILE: C:\\WATTSUN5\\LCH470.WS Site: Homeowner: Builder: The PROPOSED design *COMPLIES* COMPONENT. PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component, Floor Glazing @10% Doors AG Wall Ceiling Infiltration Items Description Weather Data: Seattle, WA Climate Zone: 1 with 1994 WA State Energy Code. REFERENCE 621 10.99 R19 vented Joist 16oc 2g1 Wood/Vinyl <1/2", Clr Metal 1 3/4", urethane flush +tb f! R19 STD Lap Wood R30 blown Attic STD baffled Standard Air Sealing Struc Mass Light Frame, Sheetrock walls Analyst: Jurisdiction: Utility: House Type: Single Family Floor Area: 2697 ft2 in parentheses not included in COMPONENT PEkFORMANCE Page 1 PROPOSED 516 Btu/hr-F 9.99 kWh/ft2-yr U-0.041 U-0.650 U-0.390 U-0.062 U-0.036 ACH-0.350 Value U-0.041 U-0.630 U-0,140 U-0.062 U-0.03.6 ACH-0.350 Proposed UA M- 3.000 2697 HOUSE ID: LCH470 Reference Value X Area = UA 1746 71.6 404.5 263.0 100.0 39.0 2970 184.2 1746 62.9 24273ft3( 155.5) Reference UA 621 X Area. = 1746 71.6 279.0 175.8 100.0 14.0 3096 192.0 1746 62.9 24273ft3 (155.5) totals. 516 8091 • NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. 7 B & VG frig g/0 ..0 - So i!Z- -it - 'c- gto 4-v ).e - 5n 6 e / -A -16� go 6 -v )4 4c7 - 7 Z O / t...._ — 6Cc2 .3_o ,43,,G - 4 0 9 / -ll„-- -C- 66O 2.3-o 3- c- 5 �P / ` --EC- 8 /c2 .K !� - 50 z` / -a--- - c g`s 6.,, 6, co ..v ?5 CITY OF CCT 1 1 2001 PERMIT CENTER TOTAL GLAZING AREA Residential Energy Code Form H15 9/10/01 CITY OF_TUKWILA PLL) / 7 Permit Cent_.' 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE S.F. - TOTAL CONDITIONED FLOOR AREA S.F. x 100 = ACTIVITY #: CITY OF TUKWILA WASHINGTON STATE ENERGY CODE "M ED RESIDENTIAL COMPLIANCE FORM FEB 0 7 2002 PRESCRIPTIVE APPROACH . . kS NOIED 1. HEAT SOURCE: 445 (gas, oil, propane, heat pump, elect RLDINU CiVV81°N 2. • WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) TOTAL GLAZING AREA 4-3 (add entire column) PROPOSED GLAZING PERCENTAGE H -15 The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. boi;31 /MoI- z ~ • w 6U O 0 N 0 W N O w 2 �Q CO ▪ w H =. z � z � w • w U O o - O h- Ui w z U N O z Permit # aper :Qualification :: or :m:- ::Zon:e;�;:Oth Residential :'Prescriptive' (Chapter6) Options for Heat Source Other fuels Instructions: 1) Carefully review the requirements for each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected option requirements without exceptions or substitutions. 2) Check ./ the 0 above the requirements of your option. Disregard components or equipment that do not apply to your project. Your permit will be processed more efficiently if you provide all of the requested information. Department staff help you with general questions about this form. • Can't Comply? If none of the Prescriptive (Chapter 6) options are acceptable, consider the Component Performance (Chapter 5) Approach. Note that the Component Performance requirements are no less stringent than the Prescriptive requirements. Calculations may be performed with a 2000 WSEC Chapter 5 Residential Qualification Form, or by using an acceptable computer program such as WATTSUN. CHECK ✓ One NO �VA Efflclertcy' :: :G(azig:rtiax: % Vert:: U ^facto:r::> ;ONi.er he:ad Glazing U .actor3 _lltlaIIs :....:. ......... ;eili.ngs :" vautfe !attics 'TI 0 Med 10% 0.70 0.68 0.40 (R -2.5) R -30 R -30 R -15 `R -15 R -10 R -19 R -10 Footnotes: Remo 81:5101 ::OP:TION :: °: ................. 0 Med OP:TI.ON: OPTION ......OP. TION : ` OPTION:: :OPTION .:::OPTION:': ::::..:.. III::` s :11J;:: :.: ; . :;:V. V I.. :: :: ..:.:.VII 0 High 21% 0.75 0.68 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 Med 21% 0.65 0.68 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 0 Low 21% 0.60 0.68 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 0 Med 25% 0.45 0.68 0.40 (R -2.5) R -38 R -30 R -19 R -19 R -10 R -25 R -10 0 Med 30% 0.40 0.68 0.40 (R -2.5) R -30 R -30 • R -19 R -19 R -10 R -25 R -10 0 Med . unlimited .25 0.40 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -25 R -10 12% 0.65 0.68 0.40 (R-2.5) R -30 R -30 R -15 R -15 R -10 R -19 R -10 PIan Review `4Fo:r offici:at ase On selected Option is appropriate for 1. Nominal R- values are for wood frame assemblies only, or assemblies built in accordance with Sec. 601.1 2. The following options are applicable to buildings 2 stories or less: 0.50 MAX for glazing areas of 25% or less; 0.45 MAX for glazing areas of 30% or less. 3. Min. HVAC equipment requirements: 'Low' AFUE >_ 0.74. 'Med' AFUE >_ 0.78. 'High' AFUE >_ .088. Heat Pumps: 'low' HSPF a 6.35; 'Med' HSPF >_ 6.8; 'High' HSPF >_ 7.7. Water & ground source heat pumps are 'med' and shall meet a minimum COP per WSEC Table 5 -7. 4. (Vertical + Overhead Glazing) conditioned floor area = maximum glazing percentage. Overhead glazing with a U- factor of .40 or less is exempt from glazing percentage calculations. 5. Glazing, skylight, and door U- factors may be weighted to meet the U- factor requirements. Waaningten State Untveraly Energy Program C6Z1: ::CO.aoe bee 801 .. ..ki ..i,r , +9' "•ia,..,. ..�1 ... .,1.,, ac 1i,inSxicN.Y. >iL:',;:w •. >isi,k.?btis�ri .�Uk. ? 5�%; di: kld ``:W'syt;+k3.';.«51t4.x1+'iM +; °,4 e"atic'."'ttiStr`SL;�i ,t�ScAtA, W34. 4144w i ;o ir`tX'4St'c:E:ii 1 1rY +kSt;lahc','�'`1u;J.�4:iRabS� :t "Jc Project Name: Address: Residential Building Permit Number: 1. Prescriptive Option W.S.E.C. Chapter 6, (check building permit option used): 71 I. 71 II 71 III. SI IV. CI v. El vi. 71 vii. CI VIII. 2. House Square Footage (HSqFt) Z q Z 3. Heating System installed, (check system type below): ❑ a. Electric Resistance /21 BTU /h per sq. ft. ❑ b. Electric (forced air) /24 BTU /h per sq. ft. LT c. Other Fuels (gas, heat pump) /27 BTU /h per sq. ft. 4. Equipment: :. a. Make C$ b. Model 22i2 — 07c-9--1Z c. Size in BTU's 64 S ° o 5. Calculation /(HSqFt) Z6 ci 7 (see line 2 above) BTU /h X 27 (see line 3 a, b, or c above) 724 9 BTU Equipment Maximum Size 7/9/96 CITY OF TUKWILA .JI .47 0 Permit Cc ...er 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Prescriptive Heating System Sizing for Single Family Homes - New Construction Washington State Energy Code Chapter 9, Climate Zone 1 PERMIT APPLICATION #: H -6 z re w QQ JU U 0 . 0 • W= w 0 g � U D _ ° w Z F- H0 Z F— w U � O N o1- w LL'O iui 0 z G PERMIT NO. DATE: _ PROJECT NAME: 1 /1671_14,5' (X4A-' gT WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. Mechanical ventilation criteria using ,prescriptive methods for Group R Occupancies four stories and less. (Group R Occupancies: Hotels, apartment houses, congregate residences, dwellings and lodging houses.) Each dwelling unit or guest room shall be equipped with source specific and whole house ventilation systems. Source specific exhaust fans are required in the following locations: bathrooms, laundries and kitchens. Minimum fan flow rating = 50 cfm @ 0.25 inches water gauge for bathrooms and laundries, and 100 cfm @ 0.25 inches water gauge for kitchen exhaust fans. Locate exhaust fans on plan(s) and note fan flow performance rating for each fan. , Exhaust ducts be equipped with back -draft dampers. Note this requirement on plans. All exhaust ducts located in unconditioned spaces shall be insulated to a minimum of R -4. Note this requirement on plans. Whole house ventilation shall be provided by a system that meets the requirements of either: V.I.A.Q. Section 303:4.1 Section 303.4.2 Section 303.4.3 Section 303.4.4 Indicate on plans a proposed system to be used. (Refer to attached code sections, select one, and list here: 303.4' i��`"PS;.i'r�S;.fY:C Sent by: Earth Consultants January 10, 2002 City of Tukwila Department of Community Development 6300 South Center Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Ms. Joanna Spencer, Development Engineer 425 746 0860; 01/10114 4:05PM; ##567; Page 2/6 Subject: Geotechnical Review - Lot 13 Proposed Foster Heights Subdivision Residences South 146 Street and 51" Avenue South Tukwila, Washington Reference: Geospectrum Consultants, Inc. Geotechnical Evaluation Foster Heights Plat Development Tukwila, Washington Dear Ms. Spencer: Drawing FH -13 Site, Utility, and Drainage Plan Foster Heights, Lot 13 Earth Consultants Inc. (ir'I Iia'1111k'1111:1igIIInTS. (• i)gisl.ty (:IlvlftN'lllr!t!R I ti('h711i�L� cvr( Of TOO APPRiVED D EB 0 7 ? ,, n2 fkS E -9920 CITY OF JAN 1 1 2002 PERMIT CENTER In accordance with your request, Earth Consultants, Inc. (ECI) has reviewed the referenced geotechnical engineering study and drainage plan for Lot 13. At the request of Long Classic Homes, ECI has assumed the role of geotechnical engineer of record for the project. Based on our review, ECI is in agreement with the geotechnical and drainage recommendations for Lot 13. bOI'• 337 1805. 136th Place N.E., Suite 201, Bellevue. Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739.6670 J ";., iiY.✓�:,�4U.w5tN :�Ic'.tla.xuA<t ".t t i >$ij•),;a.1ii2 ✓ '�'tl..i;t„(�r`ed�a" i.u�.R .n1xl:�laaL,S.:,i�. •.YxtJ,u.• i.f+ni «e. z , • ocw 2 6 o0 ,.. w w =: -11- w o. • d = z H O Lu 'O N ' O H `. u j to u' O w z. 0 • Sent by: Earth Consultants City of Tukwila January 10, 2002 We trust this information meets the geotechnical plan review requirements for Lot 13. If additional information is required, please call. Respectfully submitted, EARTH CONSULTANTS, INC. Raymond A. Coglas, P.E. Project Manager RAC /bre cc: Long Classic Homes Attention: Mr. Doug Pulley 425 746 0860; 01 / 1 r" 4 : 05PM; JetFax #567; Page 3/6 1 EXPIRES ' Earth Consultants, Inc. O E -9920 Page 2 n ew J U: •UO; w I: J LL w O. _ 0 • ,I-- 1-0' Z U � w ar 2 I— U' — Z ui N , • 0 ' _ • z 'SIMPSON' HOLDOUJN STRAP PER PLAN OR MSTC40 MIN. EXTERIOR SHEATHING PER PLAN 'SIMPSON' 1- IOLDOUJN PER PLAN '4 BAR e 10" CC. HORIZONTAL. COPYRIGHT 2001, SEGA ENGINEERS 20" 2' -10" 2x STUD. USE (2) STUDS AT NOLD011MS. 2x PT SILL w 2x PT SILL w/ ANCHOR BOLT PER PLAN OR SCHEDULE. USE 5 '8 "47 AT 60" O.C. MIN. '°' 0 - 13%, ,v' 0 , 187 6'-0' MAX *4 BAR 6 16" O.C. - VERITCAL #4 BAR CONT. (TYP) RECEIVED CITY OF TUKWILA OCT 11 2001 PERMIT CENTER CRIPPLE UJALL FRAMING AT FOUNDATION LONG CLASSIC HOMES SCALE: NONE FOSTER HEIGHTS, LOTS I - 16 SEGA Engineers /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond, Washington 98010 (380) 888 -1017 FAX 888 -1018 • cC w 2 J U: UO N° • w= J F.. N LL w o z a • I.w 2 Z F ; F- 0 Z w ut 0 . o :0 E-; w • w I- F.: �-o w z U c. .z • • is Return Address CITY OF TUKWILA Office of the City Clerk 6200 Southcenter Blvd Tukwila, WA 98188 (206) 433 -1800 Document Title(s). Parties: Other: Legal Description: ' CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET :. : '. • • :. 1 . a A NDI GROItNDI a!a O DINANC6 • QSL1644Ti0N FOR AIM 2,6 UNDER6Lo4N IN . City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 WIKLoF SCOTT 1 116 CUNr, 4A Last First Initial TRIDOR Incorporated Company Name (if business) 2ZZCo EIIiQt' Ave. f &tile A Address 5mtkte W A 98121 City State Zip Lots I 61 h I6 of Fov'er Meg' plat 1.2000 -426 raped i n go. 2001070 o 7o . Assessor's Property Tax Parcel/Account Number(s): 261000 -0010 261000 -0020 61000- .. - • &OOQ -Q°PP VI _ ....SPIS IN DO i- 33 B UNDER- Lot No. 'I'ax Parcel No. Address 1 'LIo bL1) - D010 1,80 5. l q(o S( 2 2.0 I ODD - ()Dip 420 S /it& 56 3 2.0 1 000 - 0030 4sio S. 14-60 S 4 ZGA GC0 - 0 1 i4 -5w 4 A-ti S 5 UoI Ooa - coSD 14 u 41 Av s 6 Up! MO- 006;0 4S09 s 14 5, 7 VP/ ODD - M70 4815 5 45 5 8 2,(0 t DOD - OD80 1 X25 5 145 56 9 Z(o IDOL oo9D 1 1B35 S /i 10 Zfol oot) - OIDD eNts 5 145 51 : 11 'L(oIDDD- DUD qq 5 RC 12 2(c, IbC) 0I2D 4830 5 1it5't 13 ZO I OOD - DI 3o 82o S (1-{-5 `t 14 2(9IDbb- 0140 9$12 S. ($5 5t 15 . 26 loch - D15 ) qBDtiv 5 fits ' t 16 2..b1000- bib() 1502 5 I4.s S>✓ • UNI)LRGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGA'T'ION FOR FUTURE UNI)ERGROUNDING The proposed system upgrade at Poster Heights 16 -lot subdivision development, Pile No L2000 -026, at 47 ° i Ave South and South 145 Sheet requires undergrounding per Ordinance 486, 924 and 1321 A LO S. 14,{h !Fief ET - 5EE frrnc I ME r A , In compliance with the requirements of Oidmance No 1607 the property owner of this single - family development has demonstrated application of the Underground Ordinance will create undue htudship if cart fed out as part of the development The Owner is obligated to paiticipate in landing future undergrounding improvements for their proportionate share o - said under gt ounding fronting their property Furthermore, if the L I D /U L I D proce:is is used to carry out the construction of this undergrounding, the Owner waives the right to protest L I D or U L I D formation for thts undergrounding Owner retains the right to contest the method of calculating assessments in such L I D and the amount thereof to be levied against the Owner's subject property, and other propel ty owned by Owner which would be within such L I I) This Agreement shall be recorded by the City Clerk with the King County Auditor as required by Chapter 35 91 RCW and the cost of said recording will be paid by the City This Agreement shall be binding upon the parties, their respective heirs, legal rept esentatives, assignees, transferees and successors This Agreement runs with the land z 1 yew JU 00 co o . wi —II— co . w LL Q El s i ▪ w z = o . w ~ w n o O ( o � w w. F=- U . o co Ui z O 1- z APPLICANT: Applicant (Signature) Street Address OOOOOOOOOOO 1Z" 0 NOTARY s ,r s M yr;. J, it, � —f l -° I II 6111" Applicant (Print Name) / /•d ge r 9 K/Z City, State, Zip CITY OF TUKWILA Date Phone ;27 7 - 4S STATE OF WASHINGTON ) ) ss • o County of �,( ) I �a On this day personally appeared before me 5 _0•14 , to be known to be the individual(s) described in and who executed the within and foregoing Instrument, and acknowledged thaOshe /they signed the same a ter /their free and voluntary act and deed, for the uses and purposes therein mentioned a Given under my hand and official seal this 1 2' day of �- Ci t U LP4iott--P ` Signature C� ll ( 6.1 Print Name NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RE IDING AT Y4 CotA My commissi n expires ( 7//q/ 2001 u lie Works Director \ Date T — Z u -- -- -- -- y •:.i� p••••••• Mewl . - T WW1. =Mr Wog goo "JI4 1 . r,n.r 1 mear•vi - • . . •t • • 1 , ,- t � I . , w, 4 Wil• 1.01 1 Ij • 1 � t • •. A . \ • S. 14Sth STREET • 1 ( I • 1 1 ; 1 Y I ' 1 • 1 1 1 1 • I • t 1 1 • It: O �• 1 •/tw 1 3 1 • 1 I 1 , , 161 1 Z. 1 •••• w► • . , • , r • I' r•c FIG r.EEM ENT i ITT • ••• • _1 i •.••..1! _ i 9 146TH ST • on awn. 1 .d. SUar6 TD U}IiDM&P.DIJNDI 9 02000C080IOO1/ l •✓ • I ' 1 1 ' I ' 1 v • ! • of•, ..�. sCC o ... • • "" • • ' TR *CT A I L ,Alr r t w iSI IW T ATTACH M EMT -A t \ +� " • I' 1 101 "' 1 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 li II .1 1 iY• • •,1 1 U 0 1 .‘ 61@': ACTIVITY NUMBER: D01 -337 DATE: 01 -07 -02 PROJECT NAME: FOSTER HEIGHTS — LOT 13 SITE ADDRESS: 4820 SOUTH 145 STREET Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Buildinktision Public Works I�Lt 1.-4-0 1 - Complete TUES /THURS ROUTING: Please Route Approved v4 Y-- ow, 1t!• CORRECTION DETERMINATION: Approved WRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: Approved with Conditions n Planning Division n Permit Coordinator Not Applicable No further Review Required DUE DATE 02 -05 -02 Not Approved (attach comments) DUE DATE: 01-08-02 Comments: DATE: DATE: DUE DATE Not Approved (attach comments) DATE: it r, .�•"1:1 ii i S'_ ': V A. 1 - i.f+,`itUt.tifilOtibit f:.`NSa'/ettAA,F* DEPARTMENTS: Building Division Public Works ACTIVITY NUMBER: D01 -337 DATE: 01 -07 -02 PROJECT NAME: FOSTER HEIGHTS - LOT 13 SITE ADDRESS: 4820 SOUTH 145 STREET _Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete TOES /THURS ROUTING: Please Route I Structural Re i • ; -quired REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved wi ditions CORRECTION DETERMINATION: Approved n Approved with Conditions n Revision # After Permit Is Issued Planning Division Permit Coordinator Not Applicable No further Review Required DUE DATE 02 -05 -02 REVIEWER'S INITIALS: DATE: DUE DATE: 01-08 -02 Comments: DATE: t - OS- 01:07- o' Not Approved (attach comments) n DATE: 1 `OS-- ZI'Z- DUE DATE Not Approved (attach comments) x`14±'71 v' 1 da;rt.i.' :0 era:. w:1,a.:;0`�s�:ti7:`, tai` .ik�k�?.fAwe�wiiYn"r:�+�'u!,ie� PERMIT NO.: -- "5'3 BUILDING PERMITS INSPECTIONS Th ❑ 1 Progress Inspection Status 0 ' Pre - construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow -up ❑ 7 Pre -Move Inspection ❑ 50 WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 70 NLEA Inspection/Modular Struct ❑ 71 Mobile Home Tie Down Insp ❑ 72 Marriage Lines ❑ 90 Resteel E 7vg 95 Footing Drains 2200 100 Foundation Footings Foundation Walls ❑ 250 Foundation Insulation 2 / 300 Concrete Slab /Slab Insulation 50 Crawl Space 00 Shear Wall Nailing 0 ,450 Plywood Wall Sheathing [� 500 Roof Sheathing Nailing ❑ 525 Plywood Deck Nailing ❑ 550 Exterior Wall Sheathing ❑ 600 Masonry Chimney ❑ Al0 Chimney Installation/All Types [; Framing ^ (>� 50 Roof/Ceiling Insulation �00 Floor Insulation 801 Wall Insulation ❑ 02 Exterior Roof Insulation [803 Glazing Inspection ❑ 815 Lighting and Controls ❑ 900 Suspended Ceiling Er 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 1110 Pre -Move Inspection ❑ 1115 Motor Inspection ❑ 1120 Pre -Demo ❑ 1140 Pre - reroof ❑ 1400 Final -Fire le' 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 ❑ 4012 Special - Grading, Excav /Fill ❑ 4013 Special - Retaining Wall ❑ 4014 Special - Panels ❑ 4015 Special -Smoke Control System TENANT NA CONDITIONS [10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division 00002 Plumbing permits shall be obtained through King Co [v� 10003 Electrical permits obtained through L & I (v]-1 0004 All mechanical work shall be under separate permit 0005 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 015 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 tire retardant class of root' /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 ❑ 10023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected [v�10025 All wood to remain in placed concrete shall be treated ❑ }0026 All structural masonry shall be special inspected 2 10027 Validity of Permit ❑ 10028 Rack storage requires separate permit 0030 No occupancy of building until final insp by Bldg Div ❑ 10031 Comply with requirements of TMC 16.04 ❑ 10032 Remove all weeds, concrete, stone foundations. flat concrete ❑ 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 10036 Manufacturers installation instructions required on site ❑ 10038 A C of O will be required for this permit ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 1004 Fuel burning appliances ❑ 10043 Appliances, which generate 10044 Water heater shall be anchored ❑ 10045 Reroof ❑ "Anchoring — All new construct and substantial imp_vement shall be anchored to prevent flotation" Plan Review Permit Tech: Date: Date: ACTIVITY NUMBER: D01 -337 DATE: 01 -07 -02 PROJECT NAME: FOSTER HEIGHTS - LOT 0 13 Q. SITE ADDRESS: 4820 SOUTH 145 STREET Original Plan Submittal Response to Correction Letter # 1 Response to Incomplete Letter # .Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP 3Q DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ri Incomplete Comments: TUES /THURS ROUTING: Please Route Kt Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural ,Pk? Approved Approved with Conditions REVIEWER'S INITIALS: C....1 CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: C n n Planning Division n Permit Coordinator DUE DATE: 01-08 -02 No further Review Required DATE: I /?; DUE DATE 02 -05 -02 Not Approved (attach comments) DATE: i t/ 0 � Not Applicable ri n DUE DATE Not Approved (attach comments) DATE: a � H Z : ce w 0 CO CI w= w 0 SUB ECT: CORRECTION LETTER #1 u_ Development Permit Application Number D01 -337 = d' Foster Heights — Lot 13 — 4820 S 145 Street Z �.. I-- 0 Z ~' w This`letter is'to inform you of corrections that must be addressed before your development permit 0 o can b approt ed. All correction requests from each department must be addressed at the same ' o N . time and reflected on our drawings. I have enclosed comments from the Building Department :o ~ Y g g p w and Public Works. At this time the Fire Department and Planning Division have no comments. F = - , v Building ' Department: Bob Benedicto, Plans Examiner at (206) 431 -3670, if you have any z questions regarding the attached. December 26, 2001 Mr. Charles Prib 14205 SE 255` Place Kent, WA 98042 Dear Mr. Prib: 0- O ff ' Public Works Department: Joanna Spencer, Associate Engineer at (206 433 -0179, if you have any questions regarding the attached. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 433 - 7165. Sincerely, Stefan a'Spencer Permit Technician Enclosures Ch of Tukwila Department of Community Development Steve Lancaster, Director , Steven M. Mullet, Mayor 6300 Sout centeNoulev rVille #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D01 -337 DATE: 10 -11 -01 PROJECT NAME: Foster Heights SITE ADDRESS: 4820 S. 145 St. SUITE # Y Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: BuIlding'Division [Pi Public Works c •S 1ioa 4;d.,1 12 -'--af DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Approved CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 0,53 Fire Prevention /roc_ /c." /e /- ') Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions it)Ll n REVIEWER'S INITIALS: Plan ping'Division 1t -t5-ol Permit Coordinator DUE DATE: 10-16-01 n No further Review Required Not Applicable n DATE: DUE DATE 11 -13 -01 Approved with Conditions! I Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ^r ' ' 4 ' "b4.'d4i: Y i. w ",+`, ri h # ti. }si°644ir,4v. . „ , � s . eta . . ACTIVITY NUMBER: D01 -337 DATE: 10 -11 -01 PROJECT NAME: Foster Heights SITE ADDRESS: 4820 S. 145 St. SUITE # X 1/4 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete,] Incomplete Comments: TUES /THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: -4%1 APPROVALS OR CORRECTIONS: (4 weeks) Approved ri Approved onditions 4i' • ! REVIEWER'S INITIALS: CORRECTION DETERMINATION: Fire Prevention Structural Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 10-16-01 Not Applicable Not Approved (attach comments) n No further Review equi ed DATE: I D ! b // DUE DATE 11 -13 -01 r Not Approved (attach comments) DATE: -- '' zoo( DUE DATE I I DATE: .dkitaa:»Y=d4 it k. ' *se +'t; z w . J U 0 w= (i) w D = a I-- w T Z i ... I-0 z I- O N . o 1— . w w u. ui z U � H 0 z c Date: November 21, 2001 Project Name: Foster Heights Lot 13 Application #: D01 -337 Plan Reviewer: Bob Benedicto PLAN REVIEW COMMENTS End/ initial review comments CITY OF TUKWILA DEPARTMENT OP COMMUNITY DEVELOPMENT BUILDING DIVISION 0 001t geotechnical evaluation of this site includes a recommendation that continuous wall footings should be at least 16 inches wide for two story structures. It goes on to say that garages or other light structures with loads less than 1 kip /ft may be reduced to a minimum of 12 inches. The plans show 12 -inch wide continuous footings at all locations. Qualify the use of 12- inch wide footings, by analysis, or make all continuous footings 16- inches wide as recommended in the report. e shear wall "Marks" are keyed to framing plans and roof plans that do not show walls. Key the shear wall Marks to the floor plans at the walls intended. 10 foundation, slab drainage system and the site drainage considerations were designed based upon the findings of Geospectrum Consultants, Inc. We have been informed that the services of Geospectrum Consultants were terminated as of October 12, 2001. It will be necessary to retain a substitute engineer of record before plan review approval. ACTIVITY NUMBER: D01 -337 DATE: 10 -11 -01 PROJECT NAME: Foster Heights SITE ADDRESS: 4820 S. 145 St. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction. Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (4 weeks) Structural Review Required Approved with Conditions REVIEWER'S INITIALS: Fire Prevention X Planning Division Structural Incomplete CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: Permit Coordinator DUE DATE: 10 -16-01 Not Applicable Comments: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 11 -13 -01 Not Approved (attach comments) DATE: / -2 l DUE DATE Not Approved (attach comments) n DATE: z z '. F- W :J U. 00 t (1) CI w ° • a. • d = W F- z F H- O. Z 1- W 2 o' O co, • w W' LL' O z. H =' OF... • z ACTIVITY NUMBER: D01 - 337 DATE: 10 -11 -01 PROJECT NAME: Foster Heights SITE ADDRESS: 4820 S. 145 St. SUITE # k Original Plan Submittal Response to Incomplete Letter #' Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Please Route VI TUES /THURS ROUTING: REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5,99 PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions (PI REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 10-1 6 -01 Not Applicable DUE DATE 11 -13 -01 Comments: No further Review Required 0 DATE: 1 O ` 5101 Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 - 337 DATE: 10 -11 -01 PROJECT NAME: Foster Heights L04 15 SITE ADDRESS: 4820 S. 145 St. SUITE # Y •■ Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Please Route I I PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTING: Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri Comments: Structural Review Required REVIEWER'S INITIALS: DATE: 1 11/ J APPROVALS OR CORRECTIONS: (4 weeks) Approved \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: REVIEWER'S INITIALS: Fire Prevention Approved with Conditions CORRECTION DETERMINATION: CPS Planning Division Permit Coordinator DUE DATE: 10-16-01 Not Applicable n No further Review Required DUE DATE 11 -13 -01 Not Approved (attach comments) E1 DATE: /a/6/ DUE DATE Approved Approved with Conditions Not Approved (attach comments) DATE: v2::wrMw,!.y�/- rnf41.t.4tV a*` s:+ v. i.. w. 24 +604sivioran**,410604MitiV1NS •. I PUBLIC WORKS DEPARTMENT COMMENTS DATE: December 6, 2001 PROJECT: FOSTER HEIGHTS - LOT 13 PERMIT NO: DO1 -337 PLAN REVIEWJR: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. The attached November 15, 2001 letter from Earth Consultants, Inc. shall be revised and/or amended to include a statement that Earth Consultants, Inc. has reviewed the original February 10, 1998 Geospectrum Consultants, Inc. geotechnical report including drawing No. PH -13 (Site, Utility, Drainage Plan) and that the proposed design meets all the recommendations of Geospectrum report. These requirements shall apply to each lot of Foster Heights Subdivision. JU 0 C N D; • U) w1 w = N LL': w o iL cn w • z h f- o LLI z � U io -i - o ui z ,U N; Sep - 25 02 A A " K artak Glass, Inc. 3420 C Street NE #306, Auburn, WA 98002 Phone (253) 333 -6500 Fax (253) 333 -2879 /� p\' Kar,,t ak South LETTER OF TRANSMITTAL (2531333 p• ZOO/ g d3S �\ 1 0.10. Date: 2-s ' 0 z_ Company: ILL) w∎ \\0. `) k. To: Address: Project 4 1 .& Q•( 1 r 1Ak tS We are transmitting for your ❑ Approval ❑ Action ❑ File ❑ Use ❑ Reference ❑ Selection ❑ Information ❑ Revision # of Pages (Including this cover) t Fax Number 2b 4 ` S ±Q AANe-Q.1 roS■■An SS 0 1 ‘Q1 * C-CID- k • i\ACX'^ 04,(--■.) If you have any questions please call; GREG KOVACS @ 253 222 -3372 iowvad013A3Q AIINf1WWO3 Pi(/ n! preY?' C: Y,.^' SSfO7'^' t' K?, BlfiVrlt- sa!+yir4r m. c: � :,ru,•T:. Z 00 0 co cn a. w 2 u. _ CD F, w ' z F - 0 zE w 2o O • — CI I_ w I w U II o . w z -Sep - 25 02 01:36p ORDERED BY: AAA Kartak Glass, xnc. 12902 Highway 99 Everett, WA 98204 To: Oldcaatle Glass 1611 SE Commerce Ave Battle Ground, WA 98604 1.00 eat.14c 1.00 OSC.14C Authorized Signature Kar.t,lk South ItOnl eat. 14c 1.79in clear 1--ko Purchase Order T"C.AQI 1,,0T 13 temp .er drawing #1 1/4in clear temp or drawing 42 1/4in clear temp 17 x 34•3/4 1/4in clear temp le 1/8 x 34 3/4 1/4in clear temp 62 1/8 x 34 3/4 1/4in clear temp 139 1/2 x 34 3/4 • Good Thru Ship Via Account No, --" 9/27/02 Normal 4 10679 Drop Shipment Ship To! AAA Kartak Glace SOUTH 3420 C St. NE 4306 Auburn, WA 98002 USA Description lea deliver by 8/29 (253)333-2879 Unit Cost Extension •0 TOTAL Purchase Order No, LoFH-2980 Tenn3 Net 30 Days Date Issued 8/28/02 p . 2 Senteby: Earth Consultants April 18, 2002 E -9920 Long Classic Homes 1624 Pioneer Street Enumclaw, Washington 98022 Attention: Mr. Doug Pulley Subject: Dear Mr. Pulley: In accordance with your request, Earth Consultants Inc. (ECI) has reviewed the use of the Rheo-Mix concrete additive for vapor protection of the building slabs. ECI is familiar with this product and its use on several of our commercial projects. The additive is produced by Cadman, and is intended as a substitute for a conventional vapor barrier. It is our understanding that the Rheo -Mix additive effectively reduces the porosity of the concrete, thereby inhibiting the transmission of water vapor through the slab. In our opinion, use of the Rheo-Mix is a suitable substitute for a conventional plastic sheeting vapor barrier. We trust this information meets your current needs. If you have any questions or need additional information, please contact us. Sincerely, EARTH CONSULTANTS, INC. Raymond A. Coglas, P.E. Project Manager cc: City of Tukwila Attn. Mr. Dave Larsen 425 746 0860; Vapor Barrier Building Slab -On -Grade Foster Heights Subdivision Tukwila, Washington EXPIRES :7 /73V, 140 t !I 04/18/02 11 :52AM;/Wax #8; Page 2/2 Earth Consultants Inc. irn dtY•Ilnir •!d rJ,Mir IrrN. l Irl1 & hi 1%•IR 11111rr11;, (0 2- Lo - 5 1805. 136th Place N.E , Suite 201, Bellevue, Washington 9900. Bellevue (425) 643.3760 FAX (425) 746.0860 Tot. Free (888) 739.6670 U . U w o: v� w w =. 1.- w0 2 u . ~ w . z � � z I- w U 0 ° o - O H w • w uiz U N, 0 A tom: i.i �.*. � . • th Consultants FAX TO: <<� FAX NUMBER: ( 2. 425 746 0860; FAX COVER SHEET NUMBER OF PAGES INCLUDING COVER SHEET: If you have any questions, please call (425) 643-3780 Our FAX number is (425) 74- 608-60 CC:1. 04/03/02 12 :59PM;JetFax #580;Page 1/3 Earth Consultants Inc. C;r of )nlit:►I fi,tgintn (k gists i IinviroinTk'11IitI : i **Mimi Reference: Q t c k 2.. a Date: L I (a1. Jc"& Cirt <CZ RECE FV ED APR - ..: 2OJ DEPARTMENT 1805 - 136th Place t' .E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) ?39.6670 Sent by: Earth Consultants City of Tukwila Department of Community Development 6300 South Center Boulevard, Suite 100 Tukwila, Washington 98188 Dear Mr. Dunaway: 425 746 0860; Drawing Details Site, Utility, and Drainage Plan Foster Heights Attention: Mr. James Dunaway Subject: Slab Drainage Layer - Revised Lots 10, 11, 13, 14, and 16 South 146" Street and 51" Avenue South Tukwila, Washington Reference: Geospectrum Consultants, Inc. Geotechnical Evaluation Foster Heights Plat Development Tukwila, Washington 1805.136th Place N.E., Suite 201, Bellevue, Washington 90005 Bellevue (425) 643 -3780 04/03/02 12:59PM;JCLFax #580;Page 2/3 Earth Consultants Inc. ckaAe :ah Ili ',l1a1gu (Nadrtgos SCIt71lLSts April 2, 2002 Revised April 3, 2002 E -9920 In accordance with the request Long Classic Homes, an Earth Consultants, Inc. (ECI) engineer visited the site on April 2, 2002 to observe the subgrade preparation and proposed materials for the slab -on- grade. The structural fill material being used to construct the subgrade for the slab -on -grade consists of 1 -114 inch crushed recycled concrete. The thickness of the recycled concrete fill varies depending on the grade change within the footprint of the building foundation. Typically, the thickness is ranging between one and three feet. Underlying the crushed recycled concrete, the contractor has placed a twelve (12) inch thick layer of four (4) inch to six (6) inch recycled spalls. In our opinion, the use of the recycled concrete will provide more than adequate structural support for the slab. FAX (425) 746 -0860 { Toll Free (888) 739-6670 1.v�ti +t:Ui+a`iJ✓`4�,.nitxiriii' :en"sdd2e�S'.ti(fif+ }In "w'•}�i ?nzRr'x�'"vu:�i *1.a4 S z. r 2 J U U 0 • U w; w I I • w; w o u Q • D ri 1_ _ z � � z t- w U co o F , = U ' . U. o iii z o I z c a Sent by: Earth Consultants 425 746 0860; 04/03/02 12:59PM;JetFax #580;Page 3/3 City of Tukwila April 2, 2002 E -9920 Revised April 3, 2002 Page 2 In our opinion, the use of the recycled concrete is an acceptable method for preparing the slab subgrade, and can be used in lieu of the free draining gravel indicated on the approved drawings. Given the site conditions observed, the perimeter drain system will serve to intercept groundwater before entering the slab subgrade area. ECI will continue to observe site conditions for each individual lot, and provide modifications to our drainage recommendations, if necessary. We trust this information meets the City of Tukwila building inspection requirements for the drainage system and slab -on -grade preparation. If additional information is required, please call. Respectfully submitted, EARTH CONSULTANTS, INC. Raymond A. Coglas, P.E. Project Manager RAC /jme cc: Long Classic Homes Attention: Mr. Doug Pulley NI(P"'" 7 '24V LL. f Earth ConBultbntc, Inc. ►1 OZ izz 6 0 O W I J F W O • a = d : i z F H- O z H uj N , F- ; WW H U . O z h Sent by:, Earth Consultants 425 746 0860; 04 /02 /02__11:32AM;JetFax #549;Page 1/3 C C :1. 2. Earth Consultants Inc. f rciieclmlcal Cwlcgu;cc A. c:irrnrsrs Reference: 9 2 a Date: LI I Z /O FAX COVER SHEET FAX TO: : i G- -�— i o FAX NUMBER: "2. \ FROM: SUBJECT: NUMBER OF PAGES INCLUDING COVER SHEET: If you have any questions, please call (425) 643 -3780 Our FAX number is (425) 74- 608-60 L4 1805 - 136th Place N.E., Suile 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739-6670 RECEIVED APR -2 200? D EVELOPMENT {3.4.„,x11'44<�J,:.v:.r!:aK ., .luGi'i:M,�n:uai.ih SYl ls br . .i::iV4iG'st2[ut'� d+kailtsYli'rrwui::cLxk 1.4.41: .i:u:1 .v.lnYN 4 '..ainvdv;g.1"'A2C15 Sent by: Earth Consultants 425 746 0860; April 2, 2002 E -9920 City of Tukwila Department of Community Development 6300 South Center Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Mr. James Dunaway Subject: Slab Drainage Layer — Lot 13 South 146 Street and 51" Avenue South Tukwila, Washington R eference: Geospectrum Consultants, Inc. Geotechnical Evaluation Foster Heights Plat Development Tukwila, Washington Dear Mr. Dunaway: Drawing FH -13 Site, Utility, and Drainage Plan Foster Heights, Lot 13 04 /02 /02 . #549;Page 2/3 Earth Consultants Inc. (irr teltulirai It ginrrts.lhl,tugL.i ).i virurutkanttl nctrnttsth 14 p In accordance with the request Long Classic Homes, an Earth Consultants, Inc. (ECI) representative observed the prepared subgrade for the Lot 13 slab -on- grade. A twelve (12) inch thick layer of four (4) inch to six (6) inch recycled spalls was placed throughout the interior of the building pad to provide an avenue for groundwater to flow unimpeded into the perimeter drain system. The spalls were subsequently capped with a layer of filter fabric and 1-1/4 inch recycled concrete up to the design subgrade elevation for the slab. In our opinion, the use of the twelve (12) inch thick layer of spalls will maintain the integrity of the drainage layer below the slab. Therefore, in our opinion the design drainage system for the structure has not been compromised, and will perform as intended. In our opinion, the use of the spells and 1-1/4 inch recycled concrete can be used for the other building lots. ECI should observe the drainage systems and preparation of the slab subgrade for each building lot. 1805 - 136th Place N.E,, Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0880 roll Free (888) 739 -6610 3tvsi; z: �'& isi. 'a:�fa;[:t.W ?iiln:s•t',uita.�ih te z p z re w oo mo U) 1- w 00 J u_a I I -w ►- o z w 2 cl U ▪ uj I U. 0 z ' w --- O '' z Sent by: Earth Consultants City of Tukwila April 2, 2002 Respectfully submitted, We trust this information meets the City of Tukwila building inspection requirements for the drainage system and slab -on -grade preparation. If additional information is required, please call. EARTH CONSULTANTS, INC. Raymond A. Coglas, P.E. I FxP1RFS 7 /21/ 2, Project Manager RAC /jme cc: Long Classic. Homes Attention: Mr. Doug Pulley 425 746 0880; Earth Consultants, Inc. 04 /02 /0241:33AM;JetTax #549;Page 3/3 E -9920 Page 2 Letter of Transmitta TO: City of Tukwila C ' -P, DATE: March 3, 2002 Department of Community Development JOB NO.: E -9920 6300 South Center Boulevard, Suite 100 PROJECT: Lots 10, 11, 13, 14 and 16 cc: 2. 3. 4. Tukwila, Washington 98188 ATTENTION: Mr. James Dunaway WE ARE SENDING YOU: ❑ Attached ❑ Under Separate Cover Via: THE FOLLOWING: ❑ Field Reports ❑ Reports ❑ Preliminary Drafts ❑ Test Results El Per Your Request Earth , Inc. Gcotc chnical Engineers, Geologists & Environmental Scientists 1805 - 136 Place Northeast, Suite 201 Bellevue, Washington 98005 Phone: (425) 643 -3780 / Fax: (425) 746 -0860 Toll Free: 1- 888 - 739 -6670 Copies Date Description 2 4/3/02 Slab Drainage Layer - Revised THESE ARE TRANSMITTED FOR YOUR: ❑ Information ❑ Files ❑ Approval ❑ Review and Comments ❑ Signature ❑ Distribution ❑ ❑ REMARKS: If you have any questions please call our office. 1. Long Classic Homes ATTN. Mr. Doug Pulley ATTN. ATTN. ATTN. BY Keri Bate MINIM Thank you! April 2, 2002 Revised April 3, 2002 E -9920 City of Tukwila Department of Community Development 6300 South Center Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Mr. James Dunaway Subject: Slab Drainage Layer - Revised Lots 10, 11, 13, 14, and 16 South 146 Street and 51' Avenue South Tukwila, Washington Reference: Geospectrum Consultants, Inc. Geotechnical Evaluation Foster Heights Plat Development Tukwila, Washington Dear Mr. Dunaway: Drawing Details Site, Utility, and Drainage Plan Foster Heights Earth Consultants Inc. Geotechnical Engineers. Geologists & Environmental Scientists In accordance with the request Long Classic Homes, an Earth Consultants, Inc. (ECI) engineer visited the site on April 2, 2002 to observe the subgrade preparation and proposed materials for the slab -on- grade. The structural fill material being used to construct the subgrade for the slab -on -grade consists of 1-1/4 inch crushed recycled concrete. The thickness of the recycled concrete fill varies depending on the grade change within the footprint of the building foundation. Typically, the thickness is ranging between one and three feet. Underlying the crushed recycled concrete, the contractor has placed a twelve (12) inch thick layer of four (4) inch to six (6) inch recycled spalls. In our opinion, the use of the recycled concrete will provide more than adequate structural support for the slab. 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 W 6 J U: 00. o . w= J � N ri w u,‹. = W H = z � F- o Z I- ui U •• 0 I-1 w w . H - o: ui . 0 1- z Respectfully submitted, Raymond A. Coglas, P.E. Project Manager RAC /jme City of Tukwila April 2, 2002 E -9920 Revised April 3, 2002 Page 2 In our opinion, the use of the recycled concrete is an acceptable method for preparing the slab subgrade, and can be used in lieu of the free draining gravel indicated on the approved drawings. Given the site conditions observed, the perimeter drain system will serve to intercept groundwater before entering the slab subgrade area. ECI will continue to observe site conditions for each individual lot, and provide modifications to our drainage recommendations, if necessary. We trust this information meets the City of Tukwila building inspection requirements for the drainage system and slab -on -grade preparation. If additional information is required, please call. EARTH CONSULTANTS, INC. cc: Long Classic Homes Attention: Mr. Doug Pulley .FKPIor.. ^ JZc L L Earth Consultants, Inc. 4' o z April 2, 2002 Revised April 3, 2002 E -9920 City of Tukwila Department of Community Development 6300 South Center Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Mr. James Dunaway Subject: Slab Drainage Layer - Revised Lots 10, 11, 13, 14, and 16 South 146 Street and 51 Avenue South Tukwila, Washington Dear Mr. Dunaway: Reference: Geospectrum Consultants, Inc. Geotechnical Evaluation Foster Heights Plat Development Tukwila, Washington Drawing Details Site, Utility, and Drainage Plan Foster Heights Earth Consultants Inc. Geo technical Engineers. Geologists & Environmental Scientists In accordance with the request Long Classic Homes, an Earth Consultants, Inc. (ECI) engineer visited the site on April 2, 2002 to observe the subgrade preparation and proposed materials for the slab -on- grade. The structural fill material being used to construct the subgrade for the slab -on -grade consists of 1-1/4 inch crushed recycled concrete. The thickness of the recycled concrete fill varies depending on the grade change within the footprint of the building foundation. Typically, the thickness is ranging between one and three feet. Underlying the crushed recycled concrete, the contractor has placed a twelve (12) inch thick layer of four (4) inch to six (6) inch recycled spalls. In our opinion, the use of the recycled concrete will provide more than adequate structural support for the slab. 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 • Respectfully submitted, RAC /jme City of Tukwila April 2, 2002 E -9920 Revised April 3, 2002 Page 2 In our opinion, the use of the recycled concrete is an acceptable method for preparing the slab subgrade, and can be used in lieu of the free draining gravel indicated on the approved drawings. Given the site conditions observed, the perimeter drain system will serve to intercept groundwater before entering the slab subgrade area. ECI will continue to observe site conditions for each individual lot, and provide modifications to our drainage recommendations, if necessary. We trust this information meets the City of Tukwila building inspection requirements for the drainage system and slab -on -grade preparation. If additional information is required, please call. EARTH CONSULTANTS, INC. Raymond A. Coglas, P.E. Project Manager IFXPIr,r^ 7 /2c Zc•z 1 cc: Long Classic Homes Attention: Mr. Doug Pulley Earth Consultants, Inc. 111 O Z 4 • ( " • • • •11) • • 'UNOIED BUSINESS ID' .11 f 801 452 810 . • -Y BUSINESS ID: # 001 • EXPIRES 03-31-2002 7 • ORGANIZATION TYPE DOMESTIC. PROFIT. CORPORATION • LONG CLASSIC HOMES, LTD 1824 PIONEER ST • ENUMCLAW WA • 98022 . . DOMESTIC. PROFIT CORPORATION •• RENEWED . BY AUTHORITY OF REGISTERED TRADE NAMES: JML HOMES INC. LONG CLASSIC HOMES SECRETARY OF STATE I REGISTERED AS PROVIDED BY LAW CONST CONT GENERAL REGIST. # • EXP . DATE CCO1 . LONGCHL05409 11/01/2002 - EFFECTIVE - 09/29/1995 LONG CLASSIC' HOMES LTD, 1624 PIONEER STREET ENUMCLAW WA 98022 Signature ' . Issued by DEPARTMENT OF LABOR AND INDUSTRIES RECEIVED CV OF TUKWILA • PERMIT CENTER . • . • :.• '4.Ns 'est'ke sr. - • ..x•ssIssOPS.1 C :.:. :::. Ai:::: I' :I. . . rsOrViiiiiig:::::::::::::::::..:...... :::: i?..i:.:: :4: KS: . .... A •k•:•):•:::::• . . . ... :::::i::::M::::;*:*:::::::::: ' . ....... ......., , . . .:::.:...:,..4....:::.:.:, :::::•::::::::::::i:::::::•:::::;:::::::::::•::::: ::::::::!:::::::!::::: .. 41-led . 4.4...e.1:' i ■ .e;.,Z :: 4- J (-- ance ue: eed Current Contractor Registration Card: eed to Enter Contractor Information in Sierra: Yes 2TN .2-7-0_2 3; v 5 1 041 „c14.0 • s , t ,V,Winwe. 'At 0"....04I43(44,50.4 44.44V imfig4.14i4m4.1. .1 1 Z) I N4/ 4 qv I Ni NI 43; e I NV A 1 L. 1 Iv v 44 a 4 a I T I " IM 4 HL' 1 P r-wfisLL Thor P 4414zz -f.t7.,__41-1------pft.,014.-f ' 4 -r 4 ,4 2 I v■. orks Department for Jty standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or whines to these drawings after this date will void this =mum and will require a resubtnitttd Of revised d1211941411 for subsequent approval. Final acceptance is subject to field illSpeCtiOLI by the Public Works utilities inspector. BY: OL Date: •11-41)64-.-1 -1-Tre I &If 4SZ. 4s 1. AL L BE MA07. TO ( I T E.:E OF WORK WITHOUT ^ -- VAL OF TUKWILA BUILDING NT t REVISIONS WILL REQUIRE A NEW PLAN St.15? AND NAY INCLUDE ADDDIONAL. PLAN REVIEW PLAil, , ervc - - - r -- • LZ-r-, INI41-1-- 6E7 1r-iv 4Ve..6 1LtQ SEPARAT PEFAIT REQUIRED FOR: gelliECHANICAL (EL ED LLEING GAS PIPING CITY OF TUKWILA BUILD? DIV!SION I 1 tiP P I 2 j ; 1se- 41.-z7.5 .6.1w 41:_41.e_141:SLArk fib ___ahmit By Date PerrnitNo. EXPIRES 3/19/ 0 2 -- REVIEWED AND APPROVED FOR GEOTECEEICAL DRAINAGE CONSIDERATIONS. FiLF- I und,...rstand that the Plan Chz.=ck approvals are subject to errors and omissions and approval ol wars does not SILii the violation of any --- - tied code or ordinance. Receipt of con- trader's copy of approved plans acknowledged,. RTITE1:14. 9'0 iz. NibiU L.! 121441 H4.: )(6k,v4TI rAfWIC- IHT4T cDr NT MO -11,4N , ,r-hrAer e" _ 0 41'.114g ckiiir_wl A.LoN 1 OK4.1 1.1.45.g RECEIVED CITY OF TUKWILA ?Doi PERMIT CENTER ki,VP biP1 p &_(.0 _pit-4_004 •)34G ‘okitrAcT p<cAvAl`P_ 4f2i r WLLL N2„ 1 !z 4g14 q'' ri4bi,TIL A. oiso'-i 1 I t- - P'XI R.O vr-ip ‘.7 (9 / ..-:., 1--, -- - - 111111111111111114' irm --i 1 - , T & IFV 125.4glq. , - T NA:- LIN L.1..%ive • -ro nttytiz MIN *1049t2VIN_ MIN 74 REVISIONS ; NO DATE SCALE; _ ter DATE Di LONG CLASSIC HOMES ENUMCLAW , WA APPROVED BY TYPE OF REVISION REVISED LOT 13 FOSTER HEIGHTS KING COUNTY, WA APPR BY DRAWN BYc , ITYT T1 7 • At iricr 4 g 1 tT 4 t iWV°P.umBER • v V RECEIVED JAN 0 8 7002 TUKWILA -,s RUC WORKS rE • 0RAECTIQ i LT R# 1 Lei. ,i{D C/7. CT ?KOV'CA J 4(° 3 200, t L fF 1 1 F( + i,, t • v V RECEIVED JAN 0 8 7002 TUKWILA -,s RUC WORKS rE • 0RAECTIQ i LT R# 1 Lei. ,i{D C/7. CT ?KOV'CA J 4(° 3 200, r �iry:rL•. T.Ch": ,M... .._.. • 1CT�Yf{36R• ; ^wV'�. �+ •aY,tr„�. ry;' ;_ .:,Y. t • 1 7 • If • 4n$' t7;7 { tl Cj R . _ ryFT4 M FR Gam* 4 `` ; c► 1, _ J 7,a V j II h ' drIVIVAMIZLEGIANW, GO. wo - _Iatti rreiN1136. 1,,f3 )NO ;,, • • LiAg it 4 - -w.1 /L /4. h 'Zb :fir, 7 MNr ?rZo56 2.111 Lzii o h/J 171.A [ iz 13 g4 0'2 .AMP 4 . cohi ff i' 1 'sZ4194.. • f[ i.E5_ r S1 V4hiep tiv�`1Nf 7.c& P.G PST k< p L A 10 1404 41 IV $ Z- io1i1-+ - gr-'N. 1 . 4 1 +. 0, #••- CRAVASPME VENTILATION, MIN NET AMA 1 SQ. FT FOAL EACH 150 SQ• MIN FLOOR AREA, OPNiNGS TO EE PLACED AS C TO CORNEAS AS '::PRAM AND SHALL PROVIDE . CROSS VENTSATION. ON , AT .LEST TWO OPPOSITE SIDES, UBC SEC OR MASONRY MUST lf& BE stBsiNFATED ON WO00 APPL Aim INSTALL. OF isiStJl.A N AND BAPOTTRARIt1131 SHALL cotovivorm sag& S'rOE MINlNFOOIR G#z e I l'WUN CE Ttr UBC STIR NO 24- A WASH STATE SAFETY LASS LAW. ARE OUTLINED IN SEC 2406 ElOIC. taAnsis Asp O^ IMP ,SUCH AS GLASS ON DOORS, K ON EIMIR SIDE OF A D DOOR OPENING, GLAZING CLOSER THAN IV TO A FLOOR OF IlOOR AND' THS TUB ENCLOSURE SHALL BE EITHER G `LAMINATED SAFETY GLASS OR SHATTER 'RESISTANT' .PlASTIC, OR WIRE REINFORCED GLASS FOR S SLIDING GLASS DOORS GLAZING TO BE LAMINATED OR TAD GLASS. SHOWER ENCLOSURES SHALL LBE APPROVED WIRE "REINFORCED, TIMMS= OR LAMINATED SAFETY OR SMATTER RESISTANT PLASTIC SEC 2406 UBC. GLAZING WITHIN VV OF FLOOR AND GREATER THAN IN LEAST DI26S011 SHALL COY WITH IMPACT LOADS, SEE PLANS, SEC 2406 AND UBC STD 24 L ALL EXTERIOR WALL GLAZU4G SHALL BE DOUBLE GLAZED AND awns' WITH lItIM STATE ' OF WASH ENERGY CODE. TREATED WOOD /WEATHER PER UBC SEC 2317 STD, STANDARDS 23.1. la r-4 VI . 1 N ‘.1 ,* - 1`,.,. ‹J ___ ___ ,:A. 2,', "Ye\I ,t; 1 4 ti. If '",t, '' -1' ''' — 1- ) .VA 't KT* , *.--..a . q ktt ‘ )rel ‘4.‘ 4 -- 1 t1\ I h . be a . i.4,$-:' - -. -- '4' ku t lk X . a t- V ' -' ,4 i t ,, 3 - ‘‘‘ t to% , k‘s ‘V `111111111111111111011. cra ' 4'; °- 'EXPIRES: 3/12/01 ; I GENERAL . STRUCTURAL NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH NE UNIFORM BUILDING CODE (UBC) 1991 EDITION WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ,ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 15 P5F WIND $ASIC tI11ND SPEED EXPOSURE B, I = 1.0 SEISMIC ZONE 3 Ca = 036, I !:0, R =5.5 FOOTING BARS BEAMS POSTS 2x FRAMING 40 PSF (RESIDENTIAL) 10 PSF DF2 OR BETTER DP2 OR BETTER 1-1F*2 OR BETTER INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUI RED_ NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL: FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL UM-12,000 PSF BEARING CAPACITY (ASSUMED)' BOTTOM OF. EXTERIOR FOOTINGS SHALL BE MINIMUM I' -b" BELOW OUTSIDE FINISHED GRAPE. WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: NE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, 1991 EDITION_ MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMS OF 4 INCHES WHICH CM BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM Pc = 2,500 PSI WITH 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MXIMUM OF 6 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SIZE OF AGGRREGATE IS 11/2". ALL CONCRETE SHALL BE POURRED MONOLITHICALLY BETWEEN CONTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. REINFORCING STEEL: ALL ALL REINFORCING STEEL SHALL BE GRADE 40 DEFORMED BARS IN ACCORDANCE WIN ASTM SPECIFICATION A -615_ LAP ALL SPLICES 32 BAR DIAMETERS OR I' -6" MINIMUM ULESS OTI- IERWISE SHOWN_ PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE PROTECTION SLAB AND WALL BARS: INTERIOR FACES 1 EXPOSED TO WEATHER OR EARTH I1/2" ('5 AND SMALLER) 2" ( *6 AND LARGER) 3" TIMBER ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RILES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. ALL MINIMUM' NAILING SHALL BE PER-UCB TABLE 23- I1 -B -1 UN.O. MACI -LINE :BOLTS=TO BE A -301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE ' SIMPSON' OR ICBO APPROVED EQUAL. GLUED LAMINATED WOOD MEMBER S: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI STANDARD AI90.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER. USE STRESS GRADE COMBINATION 24F -V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F -VS FOR CANTILEVER AND CONTINUOUS SPANS. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED,' SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED_ PREFABRICATED JOISTS: JOISTS SHALL. BE AS NOTED ON THE' PLANS AND AS MANUFACTURED BY TRUSS JOIST MACMILLAN OR APPROVED EQUIVALENT. JOISTS TO BEERECTED N ACCORDANCE WITH TI45 PLANS AND THE MANURACTURER'S DRAWINGS AND INTALLATION INSTRUCTIONS_ CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN .INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. PARALLEL STRAND LUMBER (PSL PARALLEL STRAND LUMBER (P&L) TO BE BY TRUSS JOIST MACMILLAN (PARALLAM) OR APPROVED EQUIVALENT (Fb = 2 PSI, E = 2Fl x 106 PSI). MATERIAL SHALL BE DESIGNED t MANUFACTURED TO THE STANDARDS SET FORTH IN NER -292 OR CCMC REPORT NO III6I -R BEARING LENGTH SHALL NOT BE LESS THAN 1 DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE bF SUPPORTING MEMBER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS 51-4ALL BE 4xI0` DF2 WITH ONE CRIPPLE AND ONE STUD. EACH END FOR OPENINGS 5' -0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5' -0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH I6d e ib" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAILS WITH 16d 0 8" O_G. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE USE APA RATED SHEATHING (24/0) WITH A MINIMUM PANEL EDGE NAILING OF 8d 6 "' O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAIL S_ BLOCK ALL UNSUPPORTED PANEL EDGES_ ALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE USE 'SIMPSON' MSTA24 CONNECTOR UN.O. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS UN.O. APPLY 3 44" RATED SHEATHING (40/20) GLUED AND NAILD TO FLOOR FRAMING MEMBERS WITH Sd COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" O.C_ AT INTERIOR SUPPORTS. APPLY 11 2 RATED SHEATHING (24/0) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH Sd CPC1ON OR GALVANIZED BOX NAILS AT SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" O_C. AT INTERIOR SUPPORTS_ LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. ROOF TRUSSES: TRUSSED TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH UBC SECTION 2321. DESIGN TO BE BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. MEMBERS SHALL BE SIZED TO ACCOMDATE A 25 PSF SNOW LOAD AND ALL DEAD LOADS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICBO APPROVED AND LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL FRAMING -TO -TRUSS AND TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE (UBC), 1991 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDTIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CNTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOUIN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOUI'I ON THE DRAWINGS SHALL NOT BE • CITY OF • FEB 272 51.0±1 MARK MINI IJN SHEATHING (I) SHEATHING NAILING (I) SILL PLATE NAILING ANCHOR BOLTS (3) REMARKS 6ti 6de 6' O.G. Sd a 3° OC. 16de °ac. N/A 5 4 "e 60 "0.C. 5 4" a IS2" OC. Qal1 195PLF Qall . 450 PLF USE 3x STUDS e ABUTTING PANEL EDGES 4 STACGER EDGE NAILING. 51-EATHiNG 4 NAILING PERPL4N OR SCHEDULE '51MPSCl1' HOLDOU.N PER PLAN. Vi" RATED SHEATHING 8d a 6° O.C. RIM JOIST JOIST PER PLAN Ti! BLOCKING W/ 10d e 4" CC. - STAGGER SIDES GABLE END TRUSS 'SIMPSON' 435 e32 ° Dl3L 2x TOP PLATE. LAP SPLICE 4/ -0 MIN. 4 NAILw/I'd a 8" OC. STAGGERED. ROOF FRAMING 6 GABLE END SOLE PLATE NAILNG. USE 16da8 " Sol a4 " O.C. FLOOR FRAMING 6 CANT. JOIST 34.° SUBFLOOR WEB STIFFENER A5 REQ'D. " RATED SHEATHING ad • 6" O.C. 2x VENTED BLOCKING. NAIL TO TRUSS e EACH END. 514EATWHNG AND NAILING PER PLAN OR SCHEDULE 10de4' STAGGER SIDES. SHEATHING 4 NAILING PER PLAN 012 SCHEDULE SHEATHING 4 NAILING PER PLAN OR SCHEDULE 'SIMPSON' I- IOLDOLUJ PER PLAN 24° CONTINUOUS FTG. REINFORCEMENT STEM WALL FRAMING AT INTERIOR SHEAR WALL LI2 "_ 13 STEPPED FOOTING DPTAIL ' SIMPSON' HI FRAMNG ANCHOR TRUSS PER PLAN TYPICAL ROOF FRAMING CONNECTION DBL 2x TOP PLATE. LAP SPLICE 4' -0' MIN 4 NAIL W/ 16d e 6° O.G. STAGGERED OC. 3 4° ` ti3FLOR JOIST PER PLAN TJI BLOCKIN's 2x PT SILL WI ANCHOR BOLT /—PER PLAN OR SCHEDULE USE / % "b a 60" O.G. MN. / \ \\/\,\'\ \ \\ �j \ *4 BAR (ITT') THICKENED SLAB FOUNDATION SECTION PIPE SLEEVE t0 FOUNDATION PENETRATION ELEVATION EXTERIOR SHEATHING PER PLAN OR SCHEDULE Sd • 4" O.G. 2x BLOCKING m/ 16d NAIL a 5" OZ. TRUSS OR RAFTER PER PLAN %Ns x 5° LAG BOLT e 32° 0C. `SIMPSO N U OR LU TYPE JOIST HANGER JOIST PER PLAN 2x PT LEDGER W/ (2) ROWS I6d • S O.G. LOWER ROOF FRAMING 6 SHEAR WALL 1, 4' RATED SHEATHING S► EAR WALL SCI - EDULE SOLID RIM JOIST FRAMNG CONNECTION e DECK 2x STUD PER PLAN TJI JOIST PER PLAN 2x FRAMED WALL (BEAM a 51M) 0 ' SIMPSON' HOLDOILN STRAP PER PLAN SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMON fON MEMBER OR BLOCKING' 2x STUDS PER PLAN. (BEAM AT SIM) SHEATHING PER PLAN OR SCHEDULE '4 BAR CONTINUOUS (TYP TOP 4 BOTTOM) 'SIMPSON' HOLDOUN— PER PLAN 52.0 NOTES U ALL WALLS DESIGNATED' ®° ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHNG (24/0, 0513 OR CDX) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE). NAIILING AT INTERMEDIATE FRAHNG TO BE AT 12" CO. NAILNG NOT GALLED OUT SHALL BE PER UCB TABLE 23- 11 -B -I. 2) HOEDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR EQUIVALENT TO BE USED PER PLAN. ENDS CF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MNIMU f OF TWO (2) BOLTS PER SILL PIECE 11TH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END CF EACH PIECE EMBED BOLTS MINIMUM OF T" INTO CONCRETE. WASHERS TO BE MINIMUM 2° x 2" x 3/16 °. SOLE PLATE NAILF- . USE I6d e 16" O.C. MIN. SOLID RIM JOIST 3 4" SUBFLOOR JOIST PER PLAN 2x DEL TOP PLATE LAP SPLICE 6' -0" mod. 4 NAIL w/ 16d e 6° 0C. STAGGERED. TYPICAL FLOOR FRAMING CONNECTION / / \/ 0 4 BAR CONT. (TYP) FOUNDATION AT SLAB ON GRADE 2x STUD PER PLAN. USE DBL e HOLDOU.FL 2x PT SILL WI 5454 ANCHOR BOLT. FE 0 SLAB CN GRADE PER PLAN OVER 6 MIL VAPOR BARRIER ON COMPACT BASE Cl7y j� F kWi� JAN 0 3 2002 PF RMITC FNTeR C C EXISTING T AS Na "NO PARKING ON ASPHALT" SIGNS ALONG WALKWAY 0 100' SPACING, TYP. STA WIDEN EXISTING ASPHALT ROAD 5' MIN. FOR PEDESTRIAN WALKWAY TO 46TH AVE S. - SEE DETAIL ENTERING SIGHT DISTANCE 438 FEET LOOKING WEST 323 FEET LOOKING EAST (INSTRUMENT HEIGHT = 3.50 FEET, MEASURED 10 FEET OFF EDGE OF ASPHALT, OBJECT HEIGHT = 4.25 FEET) POSTED SPEED LIMIT = 25 MPH TYPE 111 BARRICADE.. STA 3+25 \ 1 END IMPROVEMENTS STA 3+10, 2717 CURB INLET BOX RIM = 464 INV = 4€9=99458. 3 +00 - END ROCKERY TOP =466.0 TOE =463.2 TOP =468.0 TOE =4642 TOP OF CURB = 4642.;, TOP=-468.9 TOE =465.0 STA 1 +50 -BEGIN ROCKERY TOP =469.0 TOE =466.5 RELOCATE UTILITIES AS NEEDED. TYP_ RELOCATE EXISTING FENCE AS NEEDED• TYP. I c8 R.a1= 14' 7 3.99 tart v 477.44 0 5 10 20 20 STA 3 +24, 13.25 RT I CB# 1Y, TYPE I \ . \ N A V Y( -- 1 3458 -8 ' \ \ i, 32'� SD ®1.007 7.81$ STA +9247 13.25 T \ \ I I 1 I I RIM-162. 4 462 ` . 1 \ NHE Y - ELCNAIR _ 57.8 + i 1 V PoMq r•AlE I I T RAMP, - 71 I I I -INV_ ..�' • ,� I firsi' /II/EW/I 81011VOCIEM 113 Be 5' WATER ESMT. DEDICATED TO I WD 125. TYP. BOX MAILBOX RACK TH MINIALUM 1 \ RANGE B 1, , \ OX & B)+CK OF 121DEWALI( 1 I ,LOT L(NE Tt� BE DETAIL \ 1 IEHMINkTED i \ \ 1:/\31 1 \ \ WOOD FENCE FO_.71 \ CB# 13, TYPE I FOS 1 GR , 0 RIM = 46W/ 389+ VANED byb $ I N 1,, , ,, 34459. 1 1 7 T ��, sPC STA. 048.60 / / _I _ voDFTt6$¢E 1e P51 (`1t11'1 12� iD� t p0... l I W /(2) PIPE ANCHORS P ACEDE7kONG PIPE I \ I I \ \ \ 8 ® • IS.Z79 SM 0+49\ 13_ W C/ B 10, TYPE I VANED GRATE RIM= 2.50 I STREET INV= �c6.z0 4 LIGHII SD WATER, \ VBS 125, \ \ 1 \ \ r I i MIN. 20 VIDE DRIVEWAr• 1 I FOR R DEPARTM TURNFIARND ENT \ I 1 1 ` \ ' i 1 ,RELOCATE EXIST1NQ NnynESI AS I 1 it NEEDED, TYP.I \ I 1 I I 1 \ \\\ STRET TREE. TyP '• \ 1 11,0 I I , 1 \` 111111! I ` 1 ;Ilfill! \ I 1_ 1 I; 1 / /,`//1 7 / / ) 1 -1— 3 1 1 i i ' 7/ / /F/ / 1 1 z [IISJING/ . (Olt; O ` /L. 12f SD`1' N I E ti DaAl {A ! 3 \ ! R a U PRIVATE CB f(14, TYPE Ir48 EASEMENT W/1 O(7O 8NG . SD ,E�D GR 71 1 1 I , ' I,S D- - 1 713 eq,431 PP i \ O� i o r . MIN ` SCALE I "= 30' 8 ADS N -12 11.111NE FROM, ROCKERY DRAIN 0 1% ti11N. •34 W; I 126.11' c8 R.n _463. • 1 rrvvc 440.58 I I FOSTER HEIGHTS N 87'51'26" W MEM POTHOLE ATERUNE PRIOR STA. 2 +49.89 TO SD CQt{STRUCTION TO CB# 12, TYPE I VERIFY CCC ARANCE W/ VANED GRATE RIM =44 .± c8 „ „ „ -' (MATCH PAVING) INV = 430.21 431.78 454-.. /Alt c43o.Lt 189.46' 40' ACCESS I ESMT STREET TREES. 1TYP! I I j - I _ n Q�n: 34P• 'a / 4 \ t7 / sD .to I I INV 4 _____..„.2.7. _ mss _ �I�ay►�r�l�►�s � 7s- 4 1_ �� �����u��. "'""_ �° — -- ---'''''....IL SCI , I THERMOPLASTIo EDGE �.i� - WA �- R - a m _ - `��� c A a PEDESTr31AN X29 � � .L a c n �4® � N 87'5518 WA o �r ® _. MAI�F30X 146TH° ST. ��\ ��� "JA G ' ` ° CB# 7, TYPE t W/ THROUGH CURB INLET RIM 423.004D4.15 INV !20004r4.4Z CB# 5, TYPE II - 54" W/ SOLID LOCKING UD STA 2+74, 18.-5RT RIM =4UU.BU4ZL L4 INV = 442:98 87'53 CONSTRUCT,/RE.. ROCKUNED DITCH -SEE DETAIL THESE PLANS ARE BUILT' AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: 7Z- o5 -ZOOo ..<<., r WILLIAM SHUPE HO :ER PLS 332 CB# 4, TYPE 11 - 48 CB# 3. TYPE II-48 W/ SOLID LOCKING UD W/ SOLID LOCKING LID RIN 4B UGE 413 01 RIM= 3D6.00 MV= 4LS'.73 4094( INV - INV= S 1 2f.••12 HOPP 0 23.132 15 UTI W/ PIPE ANCHORS EASEMENT T SPACED ALONG PIPE U W -.. 1 9� .LV 3-1 -' — 0_ T a H O 40' DOSING 12 20' I — ANC COMBINATION �t OEIENTIO �/ ' QUALITY VA IA T SEE DETAIL CB# 2, TYPE II -48" RIM =3849± 379.73 INV= 37C.C7(12 "W)374.33 INV= 373,9B(6 " &12 "E) 3 7313 CB# 1, TYPE I CONSTRUCT OVER EXIST. 5D RIM= 37C.21375.H (MATCH ROAD) INV= 373.01 (VERIFY 3/2 -76 PRIOR TO VAULT CONSTRUCTION) S 1aa ST • iI vJ I T I TIM _ 7 111e- :: CalI before you 1 -800- 424 -5555 VICINITY MAP NTS INDEX 1 ROAD /STORM /GRADING PLAN 2 ROAD /STORM PROFILES 3 ROAD /STORM PROFILES 4 OFFSITE WALKWAY 5 NOTES /DETAILS 6 STANDARD DETAILS 7 COMPOSITE UTILITY PLAN 8 T.E.S.C. PLAN OWNER HAPPY VALLEY LAND CO. P.O. BOX 1324 ISSAOUAH, WA 98027 LEGAL DESCRIPTION LOTS 12 AND 14, TOGETHER WITH THE WEST HALF OF LOTS 10, 11 AND 13, ALL IN BLOCK 4, PLAT OF ADAMS HOME TRACTS, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. INSTRUMENTATION INSTRUMENT USED: 5 SECOND ELECTRONIC DISTANCE MEASURING UNIT. HELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332 -130 -100. NOTE UNLESS OTHERNASE SPECIFIED, ALL STORM PIPE (SD) SHALL BE ADS N -12 OR EQUAL. STREET LIGHT MATERIALS AND CONSTRUCTION SHALL MEET CITY OF - WWI, STANDARDS. 3_ INTERIOR ROADS SHALL HAVE THERMOPLASTIC CROSSWALK AND STOP BAR STRIPING AND CENTERLINE BUTTONS. 4_ INSTALL STREET NAME SIGNS, STOP SGNS, ETC. PER CITY OF TUKWILA STANDARDS. APPROXIMATE CUT = 1,150 CUBIC YARDS APPROXIMATE HLL = 400 CUBIC YARDS NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. SHEET 1 nr R 3 z c h DATE 2/10/08 JOB NO. 1422 -004 DRAWING NO.1422 -401