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Home My WebLink AboutPermit D01-152 - FOSTERVIEW ESTATES - LOT 40FOSTERVIEW ESTATES - LOT 40 4295 S 137T" STREET D01-152 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 0 e Tr; i f i la t piashi ri ton Q818,9 WARNING: Parcel No: Address: Suite .Jo: Location: Category: NSFR Type: DEVPERM Zoning: Cont Type: Gas /Elec.- Units: 001 _,etbacks: North: Water: 125 Wetlands: OCCUPANT OWNER CONTACT Signature: IF CONS T RJC T IC'N _BEGINS BEF :RE APPEAL R RIC)D ` If. ✓__ . APP; CANT G `� ^�;r AT 1I'liE.F, _1W RISK. 261200-0400 4295 r 337 Contractor License No: DUJARDk204L0 FOSTERVIEW ESTATES - LOT 40 4295 S 137 ST, T UKW LA WA 98180 DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA 98206 JOHN KAPPLER 14311 SE 16 ST, BELLEVUE WA 93007 CONTRACTOR DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMI H WA 98291 A 4 4 4 k* 4 k 4 * ** 4 k 4 k ** k k k k 4 k*** 4 k 4 4+ 44.A 4 k 4 k &r* * A A 4 A k k k 4 k r+ 4+ 4 4 4 k k 4 k A• 4k A 4 4 A 4 k A 4 4 A A 4 4, k Permit Description: CONSTRUCTION OF A NEW 1,863 SO FT .TINGLE FAMILY RESIDENCE, 637 SO FT ATTACHED GARAGE AND 117 SO FT COVERED DECK AREA, PUBLIC WORKS ACTIVITIES INCLUDE : accei s , 1 ar"Id a l t e - r i n g and storm drainage. PROJECT ON VALVUE SEWER & WATER DISTRICT #125 WATER. TWO TIER RETAINING WALL UNDER A SEPARATE PERMIT. k 4 A A A 4 A 4 4 k k * * k 4 A A * A A A 4 k A 4 A A k A A A 4 k k A k A A 4 4 A A A A A * A A W A A A A L A A A A A A A A A t A A 4 4 4 A A A A k A A A A A A Construction Valuation: $ 174,948.12 PUBLIC WORKS PERMITS: A (Water Meter Pe in a ;`.s Curb Cut /Access /S i dewa 1 / 0:5 . Y Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N development per it. cM ERM. L�'i�E_�i E . e � i�! : i1 . Pey No: D01-152 Status: ISSUED .a . 08/2'3/2001 I _slued . 1. �i e _., 02/24/2002 _%c.cupe.n - y. S4ELLIN' UDC: 1997 Fire ProtectiCer',. N/A .0 '_;oath: .0 Eat: West: .0 Sewer: VAL '.i'J: = trea, _ . • :,tee Separate) Ehg Apps- S 473 (206) 431 -3670 Ponei J, Phone: 425 -3?,4 -5315 Phone: 425 - 641 - _ _1ze(1n): .00 End Tine: Fill: End Time: Public: N Public: N 40 41.44444 k A A k k k k 4 A A k* k A A k k* 4 k k A A 4 A A 4 k k k 4 A 4 A A 4 A 4 A A A AA A A AA A A 4 A 4 A A k k 4 4 A **AA AA A A A A A 4 4 A. A TOTAL DEVELOPMENT PERMIT FEES: r' 1,630.25 A A A A k A 4 k A A A A A A k k A * k A k * 4 k k A k A A 4 A 4 * A A A A 4 A A A A 4 A * k A A A A A A ‘ A A A A L A A A A A A A A t Air A A A A A A A A A A A A Perini t Center Auchor i zed Signature: .Z` Date: ' I hereby certify that I have read and examined ti i s pern; i t art,: know the sa to be true and correct. provision: of Taw an - . - J r � J t L. All 1 1 of and l� � �i i r�l 3 rt '� � �, .� r ', tt � � r'. wort: w i 1 1 be complied w i t h , whether s p e c i f i e d he e 1 :1 cc not. The grarrtir'g of tnis permit do_: not pre ua;: t:, v' t �_ri. _� C is �- r y to ■Holate o i' cancel the provision of any orrCr state or local ,a'ws egulat ng _:'il.:zcu_tion or the performance of wort: . : t.o = m ? o. .d obtain this Print Naiii= ___Li -1 . Y1 - -� ' 1�L; h-� ter ) C-�— — T~ -•..- _.�,. � ter— V This permit shall i; _:,r;. ii tr c void if t c wo 180 d 1 'r' s from o the cate of is _. r _ . _ . = Vim rl _ i t "-. ~J ._. ;1 c o e d for a period of cays r - ;. t - e last i ns,_,r _ t on . CITY OF TUKWI1.A Address: 4295 :; 137 ST Pei re'r:t, Ne: - 1 ►.? Suite: Tenant: Type: DEVPErM Parcel 4: 2612.00 -041)0 A A* 'k .k A A k k A A* A t A 4 A k A/ A A e 1 I A t l l A 1 A t l 4t t! l A Permit Conditions: 1. No changes w i l l be made to the p l :an unless approved by the Engineer and the Tukwila (Building Division. 2. Engineered trust drawings and calculations shall be an site and available to the building inspector for inspection purpose_.. Document,:. shall bear the seal and signature of a Washington State Profe;sional Engineer. 3. Any exposed insulations backing material ;i,.al 1 h;i.it a Flame Spread Rating of 25 or less, and material sha i l bear i •.lent i - f ication showing the fire per ~f.ir►nance rating thereof. 4. Subgrade preparation including drainage, t r ivat.ion, compaction, and fill requirement. ;h•311 conform i.trietly with recommendations given in the soils report. 5 . All construction to be done in conformance w i t h approved plans acrd requirements of the Uniform B u i l d i n g Code (1997 Edition) as amended, Uniform Mechanical lode (1 921 1 1:,4itic'►nr, and Washington Stale Energy Code ( 1997 Edit €on) , 6. Plumbing permits shall be obtained through the ;edtlle- K.ir►u County Department of Public H e a l t h . P l u m b i n g w i l l Iii• inspected by that agency, including all rtaa t,iping (296 4722). 7 Notify the City of Tukwila Building Oivia ion prior to placing any concrete. This procedure i•.., in addition to any requirements for special inspection. 6 . All wood to remain i n placed concrete M a l l be treated wood. 9. Validity of Permit. the issuance of a permit or avpr'ovat of plans, specifications., and computations sha l i not be con- strued to be a permit f o r, or an approval of, any v i o l a t i o n 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 Lh i code shall be valid. 10. Electrical permits shall be obtained through the Washington State D i v i s i o n of labor and Industries and a l l e tectr ica i work will be inspected by that agency (248-630). 1 1 . There shall be no occupancy of the bu i l d i ng i :,) until the f i n a l inspection haa been completed by the Teri. w i 1 a B u i l d i n g Inspector. 12. All mechanical work shall be under :Sepilr' ate permit i_ sued by the City of T u k w i l a . 15. A11 permits, inspec.t.ion records, and approved plans anal) be available at the job site prior to the f tart. of any con- struction. These documents are to be maintained and ava t 1 - able unt.i 1 final inspection approval is granted. 14. Contractor shall notify Public Works Utility Inapt etor at 206- 433 -0179 of commencement and completion of work at least 24 hours in advance. Statue: SSUCD A p p l i e d : f1 5/ . : 001 1s -ued: 08/2.8 /2001 WA! t A ! A . A . 1 t k A l t A 4! AA, t A A 4 f! AAA 1 t I}& A A ALL CONDITION'S OF FOSTEF. VIEW ESTATES PLAT APPROVAL SHALL BE MET, SEE L99 -0018 SHI 4 OF 4 WHICH IS PART OF THIS SUBMITTAL. ALL STORM DRAINAGE PIPES SHALL BE ASTt't -D PVC SANITARY SEWER PIPE WITH GPSE'.ETED Jomrs OR ADS t1- I2 PIPE. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CERTIFICATION (:)N A. LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNI CAL RECOMMENDATIONS. APPLICANT SHALL OBTAIN WATER METER PERMIT FROM WATER DISTRICT #125 AT 206-242-9547 AND SEWER PERMIT FROM VALUE SEWER DISTRICT AT 206-242-3236. 15. Temporary erotiion control measures shall be implemented os the first order of business to prevent sedimentation oft site or into existing storm drainage faci l itie=. . 16. The site shall have permanent erosion control measurres in place as soon as possible after final grading has been completed and prior to the Final Inspection. I I. The driveway shall be designed and sloped that drainage from the driveway does not flow onto the e,.. i st my road surface. 18. Work affecting traffic: flows shall be closely coordinated with the C i t y Utilities Inspector. Traffic Control Flirt_ shall be submitted to the I nspec t.or for prior approval. 19. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H: IV OR STEEPER AND HAVE A VERTICAL_. RISE OF 10 FEET OR MORE AND WILL 4.3E UNWORi'.ED EUR 6REATLR THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL DE UNWORrE D MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN STABILIZATION WEEi:LY AND IMMEDIATELY BEFORE, DOPING; AND IMMEDIATELY FOLLOWING STORMS. FROM MAY I THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT A! LEASE MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO F INAL CONSTRUCT ION APPROVAL. 20. I hereby certify that I have read these cond i t - i 0 r r _ : and w i l l comply with them as outlined. All provisions of law and ordinances governing t h i s work w i l l be complied w i t h , whether specified herein or not. The granting of t h i s permit does not presume to g i v e authority to violate or cancel the provisions of atry other work or local laws regulating construction or the performance of ,work. _ • 1 E_ _ _ T /CONTRACTOR Da t. . I hereby certify that I have read these condit.ii-.n =.._ and will comply with them as outlined All provisions of law ant rdinances Soierniny this work w i l l be coma + i ed with, whether spec. i f i eat `here i ri or not. The granting of t h i s permit does not presume to give authority to violate or cancel the provisions of any other work or local laws regulating con - truction or the performance of work. Signature: Print Name: Date: Project Namerenant: Ft2S t ew Es fa.4 - c..5 Lot 4 4 0 Value of Constr ction: 1 t 13 Site Address: City State /Zip: 1 2. 5 Shuklrt 131 - k - • Tax Parcel Number. 2lo t200 -0 (400 Property Owner 0 cm iY\ `0z0P..tospvy.ev..f Co Phone: 92s. SSA .5o($ Street Address: '. • s . Ci State/Zip: 3 t1 ■ ' r '_. ' ' • 0 . Fax #: 4 125 . 3 • S O 1 ( Contractor. o otA r Oeuetormert C. Phone: _--- Street A (ress: City State /Zip: Fax #: Architect: • K-Px PPL EAR- f --CA -t T E CI`5 , P. * • Phone: 12S. col i • S 3 z a Street Address: City tate/Zip: I � ?t ( Sp 1 to -. S i - ' . FP.UUv a. W A ct lb CO Z Fax #: <12S• toL4 t • cat 4) Phone: 925 7-7 • (0212 Engineer.. � t1r∎(i1 - ze_ / �550G. Street Address: City State/Zip: 30 1 low''' Ave. RAJ . Slx counts Vds wit 9002(.7 Fax #: 12g. 3 S • o2_3 �e ,A5 Contact Person: K-A e L.-F' k- -C,A t ELF 5 FS . Phone: 12s Street Address: City State/Zip: Fax #: Description of work to be done: Nevi Si P-- -Cr bW■ L o i s e. ' (a-ite C3 20 o O - 0 "7 2 Type of work: VA New Single - Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single-Family Residence ❑ Residential Accessory Structure' ❑ Remodel/Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered Cl Residential Reroof Is this site served by: en 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: 1 rP (a S sq. ft. Dwelling Ill sq. ft. Covered Deck(s) 1.0.$1 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 1■1 / f 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 TUK ► Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single-Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT-REQUEST:FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:;' Additional reviews shall be determined b the Public Works De • artment ❑ Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous ❑ Channelization/Striping ❑ Flood Control Zone ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer #: 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 expires: Date application accepted: 5 - 22 -0 ( PLEASE /SIGN BACK OF APPLICATION .FORM SFPERMIT.DOC 2/13/97 Fs--' STAFF USE ONLY Project Number: Permit Number: 70I -� Size(s): 0 Fill cubic yds. Applaion taken by: (initials) !BUILDING;OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: S p EN Leg, utl OC,,�_ Phone: I Fax #: Address: 44 -1 uE12.- Pi?-cA- t 1 S City /State/Zip: ALL SINGLE - FAMILY RESIDEN L PERMIT APPLICATIONS MUST : UBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED E. 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 WA SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (Le., 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 OF? submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Bullding,'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 pprmit will be required as part of this submittal. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 ** ** 11 A ** ** * d* t* f+ A* a *A ** 1 * A A f. t: f t 0 a* 1 h tk a A f) i+ A t* A fi h t .1 ** h A CITY OF TUKWILA. W4 r r ** *>1 * * * **4 *>3 ***4 4 or 3a i 3A**+33 if, +:Z **3 4.3 i *t i.*0 Ak T11Ar4St41 r Nub,. 1•: 11t) tO 1.11 a )i ?, 2U 'ot Pilvment h i thud ; CHECF'. blurs t ,vn: t!t+•:it1;;►i1 t! t)LVELC)f FUt E Tip t?• Pi4yrier,t lot i;1 ALL Pmt. i3,1 t Ante: .0 * * * *>1 * * * *** * * at +*+ * * * ** 1111+ i1r>F.1 .4A * *3 + * *;1*11. *33 *r +*«. 3111 , Account Cod !)t? 5t: i 7 p (: , r,,, Amo;t o t 000,'3:2.100 EtUI:t. DING - P.E.c 000/345.810 PLAN {:HEC1; - UT': :L.1r'! 000/386.904 Sl ATE. isu L(?INO S1 +F'C :r• A GE 000/342.400 INS' FEt. - 412 ;342.400 INSP FEE - 5TOPN t'F:AIN ?`.,.CCU 000/322.100 i_,it4L' ALTERING PEu. iI t FEr 000/245.S30 LAND i-11. I E:R I r <Ct PLAN C.NEC1. Per R! it No; D01-1:12 1 v1,t: ; t)E.UPLk VEVELOI iLIi1 ('E i1I 1l PArcel N:1: 261200-0100 itc Addr•es: 429 S 1 :t" S1 „ j. ..:. , .r wu p. *. .q ."' +.Fr e r.... r+ 0 u:" y, wh,. r.-+- ,.... <,;i ..�,,..� _. ... _ k* A********* k**** k*A** A* **A**** *A * * *k *A *A * * * * *k *A.(A* kkikk* *k **A* CM OF 1 UKWILA, WA TRANSMIT •****'**k***** ***A**k **A*** : ** *k* *A *A *k******** *kirkAA AAA * ** *** TRANSMIT Number: R0100662 Arpuunt: 300.00 0%/,•,?/01 11:38 Payment Method: CHECK Nut,dt. i on: DUJARU) N DF VF L OP I n i t.: 81H Permit. Na: 001 -152 1 ype : DFVPE RMi ['F VF L OPMF NT F'E k(11 1 Parcel Nu: 261?00 -0400 S i t e Add ri 5ics : 4295 S 137 Si Total Fees: T h i s Payment. 100.00 rot 1 Ail Pmts: i3a 1 �rncac� 1,518.2!) 100.00 1,418.25 ********* llr**** k************ k*** *A****k* * * * * * * ** * ** ***A * ** *k * ** Account. Code Description Amount 000/345.830 PLAN CHECK - RFS 100.00 - eV/0 iS Parcel No.: 2612000400 Address: 4295 S 137 ST TUKW Suite No: Applicant: Receipt No.: R020000739 Payment Amount: 17.50 Initials: SKS Payment Date: 06/04/2002 09:19 AM User ID: 1165 Balance: $0.00 Payee: DUJARDIN DEVELOPMENT TRANSACTION LIST: doc: Receipt City o 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Amount RECEIPT Type Method Description Payment Check 5152 17.50 ACCOUNT ITEM LIST: Current Pmts LAND ALTERING PERMIT FEE Description Account Code 000/322.100 17.50 Permit Number: D01 -152 Status: ISSUED Applied Date: 05/22/2001 Issue Date: 08/28/2001 Total: 17.50 Printed: 06 -04 -2002 Poject: t " �1 'G /Ptr�1 '" �p f < Type of Inspection: /bill A• cress: ,. Date Ca!! ay Special Instructions: Date Wanted: 'Requester/ a.m , Phone. 2 - r , COMMENTS: Receipt No.: I3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 Approved per applicable codes. lI Corrections required prior to approval. t? (cf 7, , ,Ci p (Wed —7\-7-"M -- r1 r O Vr 'firm; C)iw•r 4, /Ce r /r $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: Pr • ject: c /f Y ° 1 ) - 1 T r Ty f z • Inspection: 4 noir)l , 2e7 S / / _ S Date C a ll 3: / 2 3 /!' Special Instructions: Date Wanted: a.m. P.m. eque ter: _. ", 1 - t Phone No: 3 — c COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: project J: 1*---)ek.. ,Ty f 16 4)ectioti:‘ It 6 .` f ikAdress 1.e2-?) C . /-7371/1 Date called: ... i i -'-1170Z... Special instructions: t °I 110 Date wanted: -2-liztio, a.m. eft:77-- Requto : ?iii 5 Phone4 .., 7 ,... ,. ..'t e-- -• .•. ^ - -4- -n• -•-- ^- - • ^ 1 .4 INSPECTION RECORD 7/ Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, WA 9818 8 (206) 31-3670 Approved per applicable codes. 1:1 Corrections required prior to approval. COMMENTS: f Inspectorr Date: ..-, „ 0 [1] $47.00 REINSPECTION HE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: 4 , 1;;;r t4C4t. • Project: �,,,1 .{,L LW of Inspection: Address: 1 -i2,5 35' S t 31 S* Date called: — — D2 Special instructions: Date wanted: a.m. Requester: LOC/ +v.' Phone: 1 I INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 )- I szj PERMIT NO (206)431-3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: L Y 141 h a z �(} >ro1h' d U) I I _L r.stJtG~F I„ Y(?LI�GI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: COMMENTS: 5 LAJCA /'� h f'C ✓• LJCA 1 I : l r! r Y PC I 0 h S 1 Lt'i /CI L /( i - 1 - cow 44 e. - 1 - c ki P( - 100r i 01cr4 i0 : r;4)t) t c � / 'Gr j .. 5 1" Q') rr ve .1 'S., ae ■su(ek4 o r. : 1► .\=,,.rtti4 to IA pti tsstrr \ U J'e,P e,. 4 Y O ti"6 't' ►`l\ c \ G oil ID a W \L Date wanted: 2 "`2 67 -''" fOv t, G 4V 2V\ G, yPV1 h! ter 4 1) { F ro vv‘'‘ Y . ) ' 1 � - 9 l 1 4 +�'L i C 0vv -e4 GY'C � t pec0Vf Ct. I. .. i ss-�- t 1 l MA' S I he e j Project: t'1 vv1;'O — /CI L /( Type of Inspection: (i,.'r. l _IhStA i « +inr. Address: , 4 4-315 /2) 7 5 1" called: 7 - ``l — p 2.— Special instructions: Date wanted: 2 "`2 67 -''" On p.m. Requester: Phne: _ i/, '' i; ' ' = = ; r -- 16 Ir �' 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 &Jul �- 1`5A n PERMIT NO. e (206)431 -3670 Approved per applicable codes. )Corrections required prior to approval. Inspector Date: 2 _ ,_ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Project: t r t' 1 D Type of Inspection: s); 011 V IVO ! Address: Date called: 1 Special instructions: Date wanted: ( a .m 1 t "' 2 A - 0-7 1 p.m. Requester: SCE Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 1?q COMMENTS: r� Pw s 1 2 I -I C 0 WI PA * k-\ ��. 41 3 U , ` 9 at = -Pr lv ArL tics 0 Approved per applicable codes. Corrections required prior to approval. ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: COMMENTS: . .0 . Type of Inspectiofic 1 le: -, I Address: 1 --1. C i 5 .-- S 7 rv ow C ' lri v■r t y; ! :-\,.: i 1 ..' 1 )9 P 4 - ) C t ik S • — -(;) ti )'). 1 - 1 .... Project: . .0 . Type of Inspectiofic 1 le: -, I Address: 1 --1. C i 5 .-- S t -2 ;3 Date called: Special instructions: Date wanted: a.m. P.m. Requester: Phone: INSPECTION NO. INSPECTION RECORD Retain a ropy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 El Approved per codes. tgi Corrections required prior to approval. Inspector: Date: 3) , 02, n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type-of Inspection: E rn►o, )hh61 f`j( ) LL )p (4 t Aq t M C.4 i h - c ) ? Y it e Requester: a r - y N./ 1t r 5" ; Q.C.. 7 -or C keA SCI (9 ` J c \\ �. l . r 104, \-t`P OA; \ ti v\< t� 5 1 0,C. CL' 'rk[a,r ki,../eA (U ch SkPr. r t.A.),› Ak 1AJ 4 \\-e Y — Projec • . - r ) 1U Type-of Inspection: E rn►o, )hh61 f`j( Address: Li .. 9 _S S t..7 Si- Date called: ) 1 7 -o I Special instructions: Date wanted: a.m. X1. (W. Requester: a r - y Phone: H)C 0 96 o INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ' PERMIT NO. (206)431 -3670 Corrections required prior to approval. inspector: l b r g /�t.WT Sp ate: t 8 _ C $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paia at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 410 Project; /0W � ) --" 1 0 t 'y i 1 / rrt Type of Inspec ion: RCCf F _ nr Address: p1 5 Dat • ca • d: Ci Special instructions: Da�� t �f a �: f 0/ a.m. Req , ter: 1 s Y L '1 Phone: '`�5 337) - gtad CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. , Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: r — l (?Yet Vr' 1 1 1 Date: (206)431 -3670 Inspector: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Pro : t: A. .-.r . . 0 Type of Insp Lion: Addr 2 i /5 ? Date cal ed: L 0/ Date wanted: a.m. / 4)— / - o/ CFO Special instructions: Requester: +r L ! Phone: ! 4e4; - 0-9 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain. zopy with permit s ctor: 7.00 REINSPE ION FEE REQUIRED] Prior to inspection, fee must be paid at 6300 Southcent Blvd., Suite 100. all to schedule reinspection. Receipt No: Corrections required prior to approval. Date: Date: (206)431 -3670 PERMIT N; �_ „ Project: fC rVtet�t — L /.,/ T of Inspect o . 1"( c. -1t�lC L .- - ) `C< ti) '- Address: - ... 2 r5 ._, / 7 T y . Dat9 cailed: - I I ! C f Special instructions: Date wanted: �! ! .) 1 I'� )7:m:1 Requester: 14 i Li -,-.J, -, 1 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southrenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Du-01 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: i ; 147,00 REINSPECTIO FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter BIgd., Suite 100. Call to schedule reinspection. Re 6ipt No: f Date: „reject: i V U J�- (( I e - J .r�+ 7 o a of Inspection: / t � ,,.,"r �/t of :f5,, f'"S , ' m A d e :� S ; 1 St. Date called Special instructions: Date wante . i i / + . p a. . `J 1 Reques er• , Rhone: ..o) Q.7 - c' 3'g0 INSPECTION NO. CITY OF TUKWII A BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ICJ Approved per applicable codes. COMMENTS: Receipt No: INSPECTION RECORD Retain a copy with permit nspect.. J Date $47.00 REINSPEC ION FEE REQUIRED. rior to inspection, fee must be paid at 6300 Southcent r Blvd., Suite 100. C II to schedule reins. ection. Corrections required prior to approval. Date: PERMIT NO. (206)431 -3670 `, ofy project: FC c TE7zi/iAs—W - Lo T2/ e of Inspkifor )oNnill-/ cA) Frait Addrev": 1 4 ig --C-: 1 57 ate valle Biz /0( Special instructions: Dateantedf 1 [300/ 0 . g Phone: 2-C( r — 1 21 1 030 t INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431-3670 Approved per applicable codes. ,INSPECTION RECORD Retain a copy with permit PERMIT NO. Corrections required prior to approval. COMMENTS: ?o? ivy\ (\) f\pqc 'NJ F sp tor: Date 0/ /" (14A / $47.00 RE1NSPE ION EEE REQUIRED. Prior to inspection, fee must be paid / at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: I-.} ‘ , k A I GO r ,., U ,' GI' of Inspecti -} v C S c r t 5 3 r ' •.tS..S C s 7 ;' / r:s1 - C VUVY\ WN- - 1c1 1 SCI - 4V Li_S...S4 V /- s tAJ\* \ Ma rW )oC " :, \ p7 v- Yei(t 1 - 74- Date wanted: 1/4 j �a.m --t-o \--\ co\ r 1 C Phone ,,- _41 2 6,77 P t 4f of Inspecti e s: -47 9 5.... ( -� /111 5 f Date called: 1 �/ f rte Special instructio Date wanted: 1/4 j �a.m Requester: L Phone ,,- _41 2 6,77 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. MCorrections required prior to approval. Inspector Date: 1 J ` 2, J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: P w r i na i Address: (4z qs 3 1 37th St Date Called: /O _02. Special Instructions: 1.-Of 4 0 Date Wanted: (a.m. i0 -7-02- p.m 13/ V02— fjj s ,..a -ti, -. t , t 16 A /(.) L Of QAA, .f- \-A- j (-:.A ti 1 t Protect: F oste r v,cw Estate Type of Inspection: P w r i na i Address: (4z qs 3 1 37th St Date Called: /O _02. Special Instructions: 1.-Of 4 0 Date Wanted: (a.m. i0 -7-02- p.m Requester: Sc ot+ Phone No: L/25._ 319_ 2 677 INSPECTION RECORD �' Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. CC \ Corrections required prior to approval. !Inspector: Date: 1 1 , /�f $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project Name 1 �� City of Tukwila John W. Rants, Mayor Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Address 42\5 1 31 Retain current inspection schedule Needs shift inspection 5 Approved without correction notice Approved with correction notice issued Sprinklers: _..� Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM Permit No. .1)01 1-- T.F.D. Form F.P. 85 Thomas P. Keefe, Fire Chief Suite # Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575 City of Tuki,vihz Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director tI Z .. O CI • O O � W This inspection is intended to determine if substantial work has been accomplished since issuance of the permit u . or last inspection; or if the project should be considered abandoned. Z If such determination is made, the Building Code does allow the Building Official to approve a one - time • N extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why 0 circumstances beyond the applicants control have prevented action from being taken. Z In the event you do not call for the above inspection or request and receive an extension prior to October 8, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. September 9, 2002 John Kappler 14311 SE 16th Street Bellevue, WA 98007 RE: Permit Application No. D01 -152 4295 S 137th Street Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. Thank you for your cooperation in this matter. Sincerely, ; Stefania Spencer Permit Technician Xc: Permit File No. D01 -152 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 Mr. Gary Bumstead Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 40 Tukwila, Washington Dear Mr. Bumstead: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences References: 1. Plan Review, Fosterview Estates, Lot 40, prepared by Terra Associates, Inc., dated July 10, 2001 Our services on the project consisted of observation and testing of the following elements: • Structural fill placement and compaction • Foundation subgrades • Garage floor subgrades • Final surface stabilization 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 - 4334 • terra @terra- associates.com October 2, 2002 Project No. T- 1515 -2 2. Review of Drawings, Fosterview Estates, Lot 40, prepared by Terra Associates, Inc., dated April 18, 2002 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 40 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letters, and Kappler Architects' construction drawings. Mr. Gary Bumstead October 2, 2002 Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 40 has been performed in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our footing excavation examination report delineating the foundation subgrade conditions noted during our site visit. At the time of our final site visit to the lot, the slopes behind the house were stable, the landscaping had been installed, and the grass was in its early stages of growth. z ce UO 0 w w n LL &dam z� Bernard P. Know � ▪ w Geotechnical v ONO 0 w 11 0 tii U = O F z This work was performed, and this letter prepared, specifically for the use of Dujardin Development Company and their authorized representatives. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. Anil Butail, P.E Principal BPK/AB:ae r 1EXPIRES 12J9 /bS Encl: Footing Excavation Examination Report cc: Mr. John Kappler, Kappler Architects 4 4111111111-=7 ' Project No. T- 1515 -2 Page No. 2 DATE FOOTINGS EXAMINED 8-- 2 8 - PROJECT NAME: CONTRACTOR: 614-.4e.4 r/y REPRESENTATIVE' 647‹ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: FOOTING EXCAVATION EXAMINATION REPORT .. 0E thew 6p¢ S .f /1L. porn Fob -7,) t_.t■<a pg (O.< 7n SIGNATURE 3 e /7/0ti-41 i .. TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT NO /95 PROJECT LOCATION' c.iK6.✓I LL4 A ,f e -cf/YS 4 4 /t rZ �G}C 5r.f -.oae a cs� 2, Qcs U pc 6vt L. ,Oink, C_o. S. k/A1a3 OR 4_0 S r z,4, 7 7 ,44 r r3 - z SY k.14- 4 Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs. we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concjete placement. ANY 5 f■f/) /A/C, 6' Ie�'sytcr✓l3� pt cc�tir�r COPY TO: 5.7./e '° 4 c. -1- ‘ 74- ` 7 f/cIPI °. FOOTING EXCAVATION FIELD CONDITIONS NOTED tea LI •o c v - r i t . x . , A c g c i + E r 5 simosimarimmrsal rr"o ;- p , }lpj. ws G-xC.kr./4 rup) FC2 L. o •T 1 40 . __/,�,,cR_E _ 2 7fl 4 p-GG'T int7r) 46'24.1so N*T7 ve C Si L r 'Cc 2 z 71:3 ScP*,e7 � C>:- ps 1 atii'c.Dlnf; L-of5. A-L-[- i'c - :7E0c. 4 2 , 4 -- l �Erf'1 I r l - L .Q DATE FOOTINGS EXAMINED 8-- 2 8 - PROJECT NAME: CONTRACTOR: 614-.4e.4 r/y REPRESENTATIVE' 647‹ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: FOOTING EXCAVATION EXAMINATION REPORT .. 0E thew 6p¢ S .f /1L. porn Fob -7,) t_.t■<a pg (O.< 7n SIGNATURE 3 e /7/0ti-41 i .. TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT NO /95 PROJECT LOCATION' c.iK6.✓I LL4 A ,f e -cf/YS 4 4 /t rZ �G}C 5r.f -.oae a cs� 2, Qcs U pc 6vt L. ,Oink, C_o. S. k/A1a3 OR 4_0 S r z,4, 7 7 ,44 r r3 - z SY k.14- 4 Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs. we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concjete placement. ANY 5 f■f/) /A/C, 6' Ie�'sytcr✓l3� pt cc�tir�r COPY TO: 5.7./e '° 4 c. -1- ‘ 74- ` 7 f/cIPI ERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review Fosterview Estates, Lot 40 Tukwila, Washington References: 1. Fosterview Estates Summary Report, Geotechnical Issues, prepared by Terra Associates, Inc., dated December 16, 1998 2. Slope Stability Issues, Lots 35. through 40, prepared by Terra Associates, Inc., dated July 29, 1999 Dear Mr. Fowler: July 10, 2001 Project No. T- 1515 -2 As requested, we reviewed architectural plans prepared for Lot 40 of the Fosterview Estates project in Tukwila. The purpose of our review was to verify that the plans are in conformance with the geotechnical recommendations presented in the referenced reports and to provide additional recommendations, as required. PROJECT DESCRIPTION We reviewed the following plans: • Sheets P1.0 and P1.3, Architectural Site Plans, dated August 31, 2000 • Sheets P2.7 and P2.8, Architectural Plans, dated July 3, 2001 • Sheet P6.9, Site Section for Lot 40, dated July 3, 2001 . The project plans we reviewed, which were prepared by Kappler Architects, P.S., indicate that a three -story, wood- framed, single - family residence will be constructed on the lot. The main floor, including the entry, will be at Elev. 174. The garage level will be at approximately Elev. 162 and will be constructed with a slab -on -grade floor. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra- associates.com _ Mr. Bill Fowler • • July 10, 2001 DISCUSSION AND RECOMMENDATIONS Excavations and Earthwork To construct the residence, temporary excavations of up to 13 feet will be required to construct the lower garage/basement level. It is not anticipated that significant fills, other than the basement wall backfill, will be placed at any location on the lot. After completion of the foundation walls, excavations will be backfilled with structural fill. To create planned finish grades, concrete retaining walls are planned along the east and south property lines. These walls will join together at the southeast property corner. The two- tiered concrete wall along the south property line will have a maximum height of three feet for the upper wall and four feet for the lower wall. The east wall will have a maximum height of four feet. Based on our review, it is our opinion that the plans are in general accordance with the geotechnical recommendations presented in the referenced reports. The following discussion and recommendations are based on our review of the current building plans and site conditions. All excavations at the site associated with confined spaces, such as utility trenches and lower building walls, must be completed in accordance with local, state, or federal requirements. The site plan indicates that temporary excavations of up to 13 feet may be required to construct the foundation for the lower garage level of the residence. Temporary slopes in native soils niay be constructed at an inclination of 1:1 (Horizontal:Vertical). Temporary slopes in existing fill soils should be no greater than 1.5:1. If these temporary slopes cannot be constructed, shoring the excavation will have to be considered. We expect that the majority of the excavation will be made through mostly previously placed uncontrolled fill soils, and some native soils consisting of sandy silt and silty sand. The existing slope on the lot has an inclination of approximately 2:1. The slope was previously cut to 1 :1 during construction of South 137th Avenue. After road construction, the toe of the slope was filled to create a 2:1 slope. The top of the slope was not altered. This resulted in the placement of up to approximately ten feet of fill along the slope. Our review of plans and proposed finish grades indicates that the foundations will extend through the fill layer. If any fill soils are found on the finished slope behind the house, they should be removed and replaced with competent structural fill benched into the slope. Detailed observations should be made by a representative from our firm during excavation to confirm that all existing fill soils have been removed from the slope and foundation areas. The on -site native and existing fill soils contain a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work with in wet weather. The excavated native soils and existing fills should be removed from the site, or used in nonstructural landscape areas away from the slopes. We recommend that the recycled concrete previously placed at other locations on -site be used to backfill all foundations, and as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. Project No. T- 1515 -2 Page No. 2 U.S. Sieve Size Percent Passing 3 inches 100 No. 4 75 maximum No. 200 •- 5 maximum* Mr. Bill Fowler July 10, 2001 Retaining Walls A two- tiered concrete wall is planned along the south side of the lot, and a single -tier concrete wall is planned along the east side. These walls should have a minimum embedment depth of 18 inches and bear on firm, undisturbed native soil or compacted structural fill. We recommend designing the wall foundations for a net allowable bearing capacity of 2,000 psf. The walls should be provided with adequate drainage to prevent hydrostatic pressure development. Wall drainage can be provided by attaching prefabricated wall drainage panels, such as Miradrain 6000, to the inside of the wall, or by backfilling the wall with clean granular material, such as pea gravel. Behind the drainage layer, the wall backfill should be placed as structural fill and compacted to a minimum of 95 percent of its maximum dry unit weight, as determined by ASTM Test Designation D -698 (Standard Proctor). The backfill material should consist of a granular soil that meets the following grading requirements: *Based on the 3/4 -inch fraction . Prior to use, Terra Associates, Inc. should examine and test all materials imported to the site for use as structural fill. With wall backfill placed and compacted as recommended and drainage properly installed, we recommend designing unrestrained walls for an active pressure equivalent to a fluid weighing 35 pcf. Passive earth pressures acting on the buried portion of the wall can also be considered. We recommend calculating this lateral resistance using an equivalent fluid weight of 300 pcf for the upper wall and 225 pcf for the lower wall. We recommend not including the upper 12 inches of soil in this computation because they can be affected by weather or disturbed by future grading activity. A coefficient of friction between soil and concrete of 0.40 can be used. No additional surcharge is expected on the concrete walls. Rockeries should not be used as retaining structures. Rockeries up to 30 inches high may be used for landscaping purposes. Adjacent Lot Construction Construction of the residence is planned along the west side of Lot 40. The proposed residence location for Lot 39 comes within ten feet of the proposed residence for Lot 40. Due to the relative proximity of the two residences, the foundation backfill along the west side of Lot 40 may have to be placed concurrently with backfilling the east side of the residence for Lot 39. Backfilling of the south foundation walls on Lot 40 should not be affected by construction on Lot 39. Project No. T- 1515 -2 Page No. 3 Mr. Bill Fowler July 10, 2001 Foundations a We expect the foundation excavation on this lot will extend into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials, such as recycled concrete or quarry spalls. The foundations should be designed and constructed in accordance with the recommendations presented in the referenced reports. The foundations should be designed for an allowable bearing capacity of 2,000 psf. Walls supporting backfill should be designed as retaining structures and should be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pcf, assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting subgrade, as well as passive pressures acting on the sides of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 250 pcf may be used. The upper 12 inches of foundation penetration should be neglected in the passive pressure computation. Soil Stability and Erosion Control The soil stability issues discussed in the referenced reports have been incorporated into Sheet P6.9, Site Sections for Lot 40, dated July 3, 2001. The retaining wall locations and finish grades are consistent with the recommendations presented in the referenced reports. Earthwork construction on this lot should be performed in dry weather. Erosion and sediment control measures should be in accordance with Section D.5.2 in the 1998 King County Surface Water Design Manual. In addition, exposed areas should be minimized to prevent additional erosion. A representative of Terra Associates, Inc. should observe excavation and backfill operations, as well as foundation subgrades, to verify that the site conditions are as anticipated. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSQCIATES, INC. A � PA „, Ll •.. • nOt -7-4 ` IfSn f I &, f' ;T:T. tk S ngin er , :� }+ l 4. '0 ' Anil: Princip I- �' • " ° ;Is; cc: . IvIr: 'J ; ohn Kappler Kappler Architects, P.S. Project No. T- 1515 -2 Page No. 4 Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review Fosterview Estates, Lot 40 Tukwila, Washington References: 1. Fosterview Estates Summary Report, Geotechnical Issues, prepared by Terra Associates, Inc., dated December 16, 1998 2. Slope Stability Issues, Lots 35 through 40, prepared by Terra Associates, Inc., dated July 29, 1999 Dear Mr. Fowler: As requested, we reviewed architectural plans prepared for Lot 40 of the Fosterview Estates project located in Tukwila. The purpose of our review was to verify that the plans arc in conformance with the gcotechnical recommendations presented in the referenced reports and to provide additional recommendations, as required. - PROJECT DESCRIPTION We reviewed the following plans: • Sheets P1.0 and P1.3, Architectural Site Plans • Sheets P2.7 and P2.8, Architectural Plans TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences • Sheet P6.9, Site Section for Lot 40 The project plans we reviewed, which were prepared by Kappler Architects, P.S., indicate that a three - level, wood - framed, single - family residence will be constructed on the lot. The main floor, including the entry, will be at Elev. 174. The garage level will be at approximately Elev. 162. The garage will be constructed with a slab -on -grade floor. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra - associates.com February 20, 2001 Project No. T- 1515 -2 Mr. Bill Fowler February 20, 2001 To construct thc residence, temporary excavations of up to 13 feet will be required to construct the lower garage/basement level. It is not anticipated that significant fills, other than the basement wall backfill, will be placed at any location on the lot. After completion of thc foundation walls, excavations will be backfilled with structural fill. To create planned finish grades, Keystone walls are planned along the east and south property lines. These walls join together at the southeast property comer. The Keystone walls will have a maximum height of 4.5 feet. DISCUSSION AND RECOMMENDATIONS Based on our review, it is our opinion that thc plans are in general accordance with the geotechnical recommendations presented in the referenced reports. The following discussion and recommendations arc based on our review of the current building plans and current site conditions. Excavations and Earthwork All excavations at the site associated with confined spaces, such as utility trenches and lower building walls, must be completed in accordance with local, state, or federal requirements. The site plan indicates that temporary excavations of up to 13 feet may be required to construct thc foundation for the lower garage level of the residence. Temporary slopes in native soils may be constructed at an inclination of 1:1 (Horizontal:Vertical). Temporary slopes in fill soils should be no greater than 1.5:1. If these temporary scopes cannot be constructed, shoring the excavation will have to be considered. It is expected that the majority of the excavation will be made through mostly previously placed uncontrolled fill soils, and some native soils consisting of sandy silt and silty sand. The existing slope on the lot is approximately 2:1. The slope was previously cut to 1:1 during construction of South 137th Avenue. After road construction, the toe of the slope was filled to create a 2:1 slope. The top of the slope was not altered. This resulted in the placement of up to approximately ten feet of fill along the slope. Our review of plans and proposed finish grades indicates that the foundations will extend through the fill layer. Detailed observations should be made by a representative from our firm during excavation to confirm that all existing fill soils have been removed from foundation areas. The native soils and the existing fill soils on the site contain a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work with in wet weather. The excavated native soils and existing fills should be removed from the site, or used in nonstructural landscape areas away from the slopes. We recommend that the recycled concrete, which was previously placed at other locations on the site, be used to backfill all foundations and as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. Project No. T- 1515 -2 Page No. 2 Mr. Bill Fowler February 20, 2001 Retaining Walls A two- tiered Keystone wall is planned along the south side of the lot, and a single -tier Keystone wall is planned along the east side. These walls should bear on firm, undisturbed native soil or compacted structural fill, and be designed to support the following pressures: • Soil Unit Weight: 115 pounds per cubic foot (pcf) • Soil Friction Angle (Phi): 30 degrees • Soil Cohesion: 100 pounds per square foot (psf) • Soil Bearing: 2,000 psf Rockeries should not be used as retaining structures. Rockeries up to 30 inches high may be used for landscaping purposes. Adjacent Lot Construction Residence construction is planned along the west side of Lot 40. The proposed residence location for Lot 39 comes within 10 feet of the proposed residence for Lot 40. Due to the relative proximity of the two residences, the foundation backfill along the west side of Lot 40 may have to be placed concurrently with backfilling the cast side of the residence for Lot 39. Backfilling of the south foundation walls on Lot 40 should not be affected by construction on Lot 39. Foundations We expect the foundation excavation on this lot will extend into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials such as recycled concrete or quarry spalls. The foundations should be designed and constructed in accordance with the recommendations presented in the referenced reports. The foundations should be designed for an allowable bearing capacity of 2,000 psf. Walls supporting backfill should be designed as retaining structures and should be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pcf, assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting subgrade, as well as passive pressures acting on the face of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 250 pcf may be used. The upper 12 inches of foundation penetration should be neglected in the passive pressure computation. Project No. T- 1515 -2 Page No. 3 Mr. Bill Fowler February 20, 2001 Soil Stability and Erosion Control The soil stability issues discussed in the referenced reports have been incorporated into Sheet P6.9, Site Sections for Lot 40, dated August 22, 2000. The location of the retaining walls and finish grade are consistent with the recommendations presented in the referenced reports. Earthwork construction on this lot should be performed in dry weather. Erosion and sediment control measures should be in accordance with Section D.5.2 in the 1998 King County Surface Water Design Manual. In addition, exposed areas should be minimized to prevent additional erosion. A representative of Terra Associates, Inc. should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. Bernard P i iioll. I,.E Staff E • ncef:s' ' Anil B Principal's BK/AB:ae rG.johinC,jppler, Kappler Architects, P.S. cc: Project No. T- 1515 -2 Page No. 4 - WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99083 \ \9908324.WS Homeowner: Builder: Site: DUJARDIN PLAN #1872B The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing ®15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description REFERENCE 414 9.31 Floor R19 vented Joist 16oc Glazing @12% * *vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood R19 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 1855 ft2 Weather Data: Seattle, WA Climate Zone: 1 PROPOSED 395 Btu /hr -F 9.13 kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 HOUSE ID: 99083.24 Area = UA 891 36.5 278.3 180.9 56.0 21.8 2309 143.1 891 32.1 16867ft3( 108.0) Reference UA 414.5 Value U -0.041 U -0.520 U -0.390 U -0.082 U -0.062 U -0.036 ACH -0.350 X Area = UA 891 36.5 226.0 117.5 56.0 21.8 2010 164.8 351 21.8 891 32.1 16867ft3 (108.0) Proposed UA 394.5 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 DO I. sz 4 - WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99083 \ \9908324.WS Struc Mass HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: 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: PROPOSED DUCT SYSTEM SUPPLY RETURN Solar Access: GLAZING ORIENTATION Eff S Glz: 4.0% Light Frame, Sheetrock walls Location South 56.5ft2 Southeast : East 56.5 Northeast : PROPOSED Gas Furnace DEFAULT 78 % 0 61 Vented crawlspace Attic or garage 0.60 26324 Btu /hr 6031 Btu/hr(23%) 32355 Btu /hr 48500 Btu /hr (150 %) 84 MBtu $ 469 Integrated Spot & Whole House 0.0 () Btu /hr tons (@125 %) kWh /yr Partially Shaded Avg Rvalue R- 8.0 R- 8.0 M- 3.000 1855 Surface Area 371.0 ft2 74.2 ft2 PROPOSED PROPOSED North 56.5ft2 Northwest : West 56.5 Southwest : Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 HOUSE ID: 99083.24 5565 r app er JOB NAME: JOB NUMBER A ssoc►a es .' rc ► ec s Dujardin Development Fosterview Estates Plan 1843B DATE: BY: 5/22/00 99083.24 SRU WINDOW TOTALS ROOM NAME WIDTH (IN FEET) HEIGHT (IN FEET) AREA (IN SQUARE FEET) QUANTITY (HOW MANY) TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) LOWER FLOOR Office 2.50 3.00 7.50 1.00 7.50 TOTAL LOWER 7.50 MAIN FLOOR R KITCHEN NOOK FAMILY STAIR DINING LIVING ENTRY 4.00 5.00 7.00 3.00 6.00 6.00 1.00 4.00 6.83 4.50 3.00 5.00 5.00 5.50 16.00 34.17 31.50 9.00 30.00 30.00 5.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 16.00 34.17 31.50 9.00 30.00 30.00 5.50 TOTAL UPPER 156.17 UPPER FLOOR MASTER BEDROOM M ASTER BATHROOM BEDROOM #2 BEDROOM #3 BATH 5.00 2.00 5.00 5.00 2.00 4.00 4.00 4.00 4.00 4.00 20.00 8.00 20.00 20.00 _ 8.00 2.00 1.00 1.00 1.00 1.00 40.00 8.00 20.00 20.00 _ 8.00 TOTAL UPPER 96.00 SUMMARY TOTAL GLAZING SQ. FT. 259.665 TOTAL HOUSE SQ. FT. 1,863.00 Glazing % 13.9% 8/21/00 9908324 - Glazing.xls Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILA, WASHINGTON / 00 EXPIRES 8/23/O/ 1 NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 DOS - 1 SL C JAMIESON CONSULTING Consulting Engineering & Project Mon:ger:er: 901 KIRKLAND AVE STE B.1 • KIRKLA:ND WA 9E033 1- '5) 803.2581 • FAX (425) 803.32E9 INPUT 35 0.267 4.67 50 0.67 0.67 0.67 0.67 a w4 w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 4 / i -oK' d=4" 4e /69'o.c, roopN& spAAus Waelz. 145 (2)4 /(„ / ,= 03107 Ala L,wax NAME OUTPUT UNITS EFP # / ft3 Cf 5.34 2.01 1,495 1,732 0.87 0.42 1.34 499 207 1.519 888 1,349 1,010 1,094 375 467 202 1.67 1.00 1.00 • 1.00 ft # ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # • ft # -ft # • f t # 4' ft ft ft ft , 002 3 /4 / K. l4 � Cr�7) = 21 ..'C.. NAME _ s7Wv /E W JOE NO. 20 «t =Y - DJ Z TYPICAL CANTILEVERED RETAINING WALL DATE , cu!ET NO. 1 8 COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Len•th of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wail Weight of footing n Itt n N 6#4 lop iti tl r4ei0 "O,c, woz (i] gy4 4J 4-!i 5EA)P5 (3) f4 co'J 8'' S" sit C JAMIESON tCONSULTLNG Consulting Engineering & Project Management 301 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803.3289 5.33 50 0.67 0.67 0.50 1.33 JCS NAM=_ J09 NO. FoSmz vr�u! 20 ( f DATE TYPICAL CANTILEVERED RETAINING WALL INPUT NAME 35 EFP 0.267 Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 OUTPUT UNITS 6.00 2.50 1,643 1,724 0.83 0.65 1.66 630 180 1.871 1,260 2,358 1,502 1,685 851 533 251 1.83 0.83 1.25 0.83 # / ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft ' # - ft # - ft # -ft #. ft ft ft ft . /G EEO) Fs! = 40 145/ Ma 4 5 K MA) ELt 5g4/0 Foe 5aobt & D, 4" a ^ 23" r �..d./ . r u Z0, 50/)/ Z-10), l,7 , l9 re. ,� COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness .Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is In mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing ' Soil weight on heel (120 pcf) Weight of wall Weight of footing 3'`a2 SHEET NO. (4 1( ll /b'o.c fir; oE5 1/ "C,-A0 C5) 444 H re U CO 0 w �LL w w �O w Uo O N o �- w w u- iui Z U cit O Z C JAMIESON CONSULTING Consulting Engineering & Project Management 9 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 1 "'9) 803.2581 • FAX (425) 803-3289 INPUT TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 0.267 Cf 6 a ft 0.67. w ft 0.67 t ft 2.00 toe ft 0.83 heel ft H 6.67 ft 1.f 3.50 ft fs 1,155 # /ft2 fs2 1,246 #/ ft2 Lf /3 1.17 ft X 0.85 ft 2Lf /3 2.33 ft F 1,079 # Fk 654 # FS 1.515 Mot 2,631 # - ft Mr 3,985 # - ft Mu 3,672 # - ft W 1,591 # w1 639 # w2 600 # w3 351 # x1 3.08 ft x2 2.33 ft x3 1.75 ft _p 4o,i lr/�u 3,67P/ 461/ A6= oz.)/ • 4e fro,c, Rio % 1 "VG- .t 4-6 4 Na--: 07 I 4 5 �b 5LiD/ Foorw6 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for c ncrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing S PAitIn s" II JCS NAME FO9rXe i l5d JOB NO. OAT: SHE! T NO CF zo t I i E z Lo" 9Y VJ t- (2)44. - mr V 3 . .. 4¢e /o' ,C �z et-42 4 J E311 • C2)& Toe JC JAMIIESON CONSULTING Consulting Eng:rterirg & Project lfcncgement b01 KIRK AND AVE STE B -1 • KIRKLAND WA 96033 (425) 803.2581 • FAX (425) 803-3289 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT EFP Cf a w t toe heel H 8.00 Lf 4.00 fs 1,770 fs2 1,831 Lf /3 1.33 X 1.09 2Lf /3 2.66 F 1,487 Fk 687 FS 1.754 Mot 4,330 Mr 7,595 Mu 6,189 W 2,994 w1 1859 w2 733 w3 402 x1 3.00 x2 1.66 x3 2.00 UNITS # / ft3 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft z500 Fs' K51 4- 4.2'`' d 6i - 0.37 46''0.co Fly tl �" ,L # 4 (-l2 ''O. c, ilz.s' 5' POP/VG P4V5 6 Al g= ,¢K/ 8t' 42" A ls.= 10f3 /41Z (3) ~ JOE' NAME A T Vi 44/ JOE NO 2019/ OAT= COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness 'Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pct) Weight of wall Weight of footing -,�- -- • 0 NI o N ( 1 4I► S )-EET NO. 4 OF EY 7) J ()''Tan 10 tti 14= -111 - 4c12 -\ 1 % l.,5A-ta 4.j&61' ( #4 x3'-o” V2 "0, c, (7) cav r JC JAMIESON CONSULTING Consulting Engineering & Profess %fancgement 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 303.2581 • FAX (425) 803.3239 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS 35 EFP # / ft3 8 a ft 0.67 w ft 0.67 t ft 2.08 toe ft 0.67 heel ft H 8.00 ft Lf 3.42 ft fs 1,314 #/ft2 fs2 1,406 # / ft2 Lf /3 1.14 ft X 0.85 ft 2Lf /3 2.28 ft F 1,120 # FS 1.507 Mot 2,987 # - ft Mr 4,501 # - ft Mu 5,077 # - ft W 1,787 . # w1 643 # w2 800 # w3 343 # x1 3.08 ft x2 2.41 ft x3 1.71 ft 2.5C0 � 40 Ksl y M 6 r ' , = 0.37 /AI 4 Co rrc, c , '14 t 17 1 " Foe -`-4s lo'o, /I 245' =(p;7_5 oK JOE NAME X-057.4-1 W JO= NO. Za — EY z DAT SHEET h0. COMMENT Equivalent fluid pressure Height of earth above base slab Wail thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing If X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pct) Weight of wall Weight of footing s n • • V • / r► ' �I 'I 2— 0 (z4 1 ' I T1 /2 "01c, 4 o rot G, • .04J aV,b, e, 1 (W4ci r ,r C= JC '901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803-3289 A' CANTILEVERED RETAINING WALL WI BASE SLAB INPUT 35 10 0.67 0.83 2.25 1.25 JAMIESON CONSULTING Consulting Engineering & Project Management NAME OUTPUT EFP a w t toe heel H 10.00 Lf 4.17 fs 1,811 fs2 1,932 Lf /3 1.39 X 1.04 2Lf /3 2.78 F 1,750 FS 1.539 Mot 5,833 Mr 8,979 Mu 9,917 W 3,019 w1 1500 w2 1001 w3 519 x1 3.54 x2 2.58 x3 2.08 40 Or *4 (01 = 9192' CY n 4r04/ PII/D- ; p,� -g 4C/2"40.6, 4j245' =625 UNITS # /ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # - ft # -ft # - ft ft ft JC9 NAME, r JOB NO. ZO /e/ SY '>J2- OAT! cu`! �� NO. �y� CF COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel • Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing (0 3 2=3" J () 44 Top (((Ef ( 4.4 &-/0 orG' f% ce-- j goo ;14 x2-'0" r 'o , c &)04- • Ca v r l/ z w co vo LL wo co O w z iE O 0 • 0 O — O F- LU w LL Ei w z U a 0 JC JA3IIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAN'D AVE STE B -1 • KIRKLA- \D WA 98033 ' '5) 603.2581 • FAX (425) 803 -3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT . 35 12 0.83 0.83 3.17 1.25 EFP a w t toe heel H Lf fs fs2 Lf /3 x 2Lf /3 F FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 z90 9 1c 8 /14.= 11= 7� • 12.00 5.25 1,850 1,954 1.75 1.35 3.50 2,520 1.527 10,080 15,397 17,136 3,948 1800 1494 654 4.63 3.59 2.63 # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft tt # - ft # - ft # - ft # ft ft -= g si. 4 - xst 405 d a:-- lu Gd=s" 4=.53,A'' F/ND ' Fob' .14e (2'0.c. t PO Fu w io JOS NAME Location of resultant force FosrE viEul 20 / 8/ ' DPI J09 NO. _, 3Y a Ai= SHEET NO. ? CF Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe . Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (12Q pct) Weight of wall Weight of footing • • 3 , Z// • ( .)4 'TOP TAT: iff i t `ggI2 at f ll 4 e e''o, c, 9TZ (o v (6)*4- CANT • • l ....S 3 ibis /o A- el( P- 3 J C J_MIIESON CONSULTING Consulting Engineering & Project 3lcncgement 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 ( 4.25) 803-2581 • FAX (425) 803.3259 CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge INPUT NAME OUTPUT UNITS COMMENT 35 12 0.83 0.83 3.33 1.83 EFP a w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 25 psi 7 i = /s/ 4 less z 3,3K ' d = 83" ,s= D,74 , Jz/ g 5e s pN ) , 4@/0'0,c ,4I 5.3/ k/ = 1 10 ,t # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft . Length of toe ft Length of heel 12.00 ft Overall height of equivalent fluid 5.99 ft Total footing width 1,981 # / ft2 Soil bearing if X is in mid 1/3 2,059 # / ft2 Soil bearing if X is not in mid 1/3 2.00 ft 1.61 ft Location of resultant force 3.99 ft 3,120 # Total horizontal force 1.584 Net factor against overturning 13,680 # - ft Overturning moment 21,667 # - ft Resisting moment 23,258 # - ft Ultimate moment for concrete design 4,966 # Total weight on footing ,- 2727 # Soil weight on heel (120' Dcf) 1494 # Weight of wall 746 # Weight of footing 5.08 ft 3.75 ft 3.00 ft JCS NAME JOB NO. 2 6 /St S z Y 'DJ is CAT= SHEET NO. t1 Cr o7 .v'EW z • • 3 / . _ 42 1 Nis • ()�4-rot? V ith"ci,EAlz ( s� 0&0 5"0,C, g4x 3 X0 ,1 &v /a o, c. (7» • 4* 4 to 1 JC JAMIESON CONSULTING Consulting Engineering 6i Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT 35 EFP 0.267 Cf 7.33 50 0.67 0.67 0.67 2.50 a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 # / ft3 ft ft ft ft ft 8.00 ft 3.84 ft 1,788 # /ft2 1,789 # / ft2 1.28 ft 1.26 ft 2.56 ft 1,120 # 221 # 2.416 2,987 # - ft 7,215 # - ft 3,906 # - ft 3,368 # 2199 # 733 # 386 # 2.59 ft 1.00 ft 1.92 ft 1.00 ft �c = 2.2 Ksl = 3,9K i=6" ,4 = 0.3/n/ 4e8'o,c, 1-/" Foa # ' c. /v'o.cr /h= /'99K" 6.75' i, WD(N& /VVT OF PA S/ fr' JOB NAME JOB NO. BY DATE SHEET NO. OF Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Len th of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if Xis not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing �tt • 3"0-1 ,I4 019111 • ( 440/6no,c, 4 -vo'ot c, ,/.1 4,7c— i/ 4 )<3'o'G8'o.c, (5).414- z 4" JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT 35 EFP 0.267 Cf 9.17 50 0.67 0.83 1.00 3.67 a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 10.00 5.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 UNITS COMMENT # / ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft �c = z5Go psi - 40 KSl a- :765' ,4 . 7g4e5llore, f/Aft / „ AOe 4 ia 3(7 75' A/0 4W 5L'ar416 Fcor7AIG SPA -,+ /o,vz NET - 7 - 0 Pliss / VE. JOB NAME JOB NO. BY DATE SHEET NO. OF Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing If X is In mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing (0" si'ag I/ (z) 44 rOp lil 1(I & /00•C, rct 3 - 8" (n/Ts) jc 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 11.17 62 0.83 0.83 1.50 4.67 JAMIESON CONSULTING Consulting Engineering & Project Management TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # / ft3 Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 12.00 7.00 1,850 1,969 2.33 2.91 4.67 2,520 228 3.476 10,080 35,033 13,821 8,584 6260 1391 872 4.67 1.92 3.50 1.92 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # - ft # - ft # -ft ft ft ft ft COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soll bearing if X is in mid 1/3 Soil bearing if X Is not In mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete des! Total weight on footing Soll weight on heel (120 pct) Weight of wall Weight of footing z5C0 PS/ i 4 40 , 0/ 045) . t/ ,rs i M = /3S3 K� d =S' t 45= 0,41 he 5 e-9'0.c. (e 6o) P /AJ ' f/ f 4i 4 `', 9''or c, 4'f47E' //= 7,7s RonN bP4ik' ,4 rz(Z, N or pia JOB NAME JOB NO _ DATE � BY SHEET N0. __ OF (0)4t4 Top fil =111 1114 0lfrc. U �---, #4 - 9'lOrc r-#5 Le 9 &R &O i K 4-o de 9 c., (e) ¢ car '-(0 q -� /0 � . 4 -8 (NTH) Kappler Architects P.S. VERSION no wLUAES1 STS Job No. 99083 -23 Date 2/29/00 SPM Lateral Analysis for: Dujardin Plan #1843_B City of Tukwilla LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS $1TE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG / SHORT WALL 10 (SF WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION 854 864 791 SF SF SF SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS ( 1/2 Upper Floor +1 /2 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof + 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls Long Wall B 80 3 0,38 0 32 7 1361 8 8 12 0 12 15 10 8 12.8 9.0 11.0 0.0 537vr ! ,f ISTLRED HIT;ICT Si PPLER Alt O AS$INCTON "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default STAMPED" 28 0 8/21/00 PAGE 1 WALL HEIGHT Ce Cq qs Iw 145 0.00 0-15' P= 0.62 1.3 16.40 1 13.22 PSF 20' P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 PSF ' 30' P= 0.76 1.3 16.40 1 16.20 PSF 16.20 208 15.35 138 13.22 145 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - (20 / ( r max ((sq. root of AB))) VALUE USED where: Ae Ground floor area of structure Ae r max = Max element - story shear ratio square root r max = r . / story shear r = element story shear x 10 / hw element shear Iw (LENGTH) P= DESIGN CRITERIA FOR WIND ANALYSIS WIND PER SECTION 1618 VALUE USED Ce Cq = qs Iw rmaa= 1 •9.49 1 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (Iw) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = importance Factor 0.62 1.30 16.40 1 r.= r f story shear 504 1 10685 1 therefore use WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (Iw) 252 5 1 EXPOSURE 0.62 Default for 8 exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 12.8 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls Min = 1.0 Max =1.5 PSF 1361 37 5041 0.05 PLF SF # FT # FT # FT # FT 8/21/00 PAGE 2 - (P) Roof (Upper walls) 12 854 SF 10248 ADDITIONAL LOAD 0 854 SF 0 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 ( Roof (Upper walls) 23688 30 710640 710640 0.4503 4811 Upper Floor (Main walls) 26400 Appl Ff F9, ITFC - 1 1465040 0.3513 3754 Main Floor (Lower walls) 26092.5 12 RFI IW1 WA 1578150 0.1984 2120 (P) Upper Floor (Main walls) 15 864 SF 12960 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 26400 (P) Main Floor (Lower walls) 15 791 SF 5932.5 S / S EX. WALLS 10 64 12 7680 F / B EX. WALLS 10 56 12 6720 INTER. WALLS 8 60 12 5760 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 26092.5 #N/A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 tom 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16b0. 16N BASE SHEAR: Vb= (3.OxCa /R)W where: DEAD LOADS STORY SHEAR VALUE USED z = R = Ca = Rw= Rw= BUILDING LOADING TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb= (3.0xCa /R)W TOTAL FLOOR FQXg41�520 1975680 9908324 Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load 0.3 5.5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL (SHORT WAL 1 WEIGHT TOTAL WEIGHT W= 23688 # 76180.5 *load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 76180.5 14959 WORKING STRESS WOOD DESIGN 1.4 ` 10685 I# Wihi / sum Wi hi Plate Ht.) Wi x hi sum Hi x hi Wihi Vi 10685 I# 8/21/00 PAGE 3 (P) Upper Floor (Main walls) 15 864 SF 12960 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 26400 (P) Main Floor (Lower walls) 15 791 SF 5932.5 S / S EX. WALLS 10 64 12 7680 F / B EX. WALLS 10 56 12 6720 INTER. WALLS 8 60 12 5760 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 26092.5 #N/A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 tom 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16b0. 16N BASE SHEAR: Vb= (3.OxCa /R)W where: DEAD LOADS STORY SHEAR VALUE USED z = R = Ca = Rw= Rw= BUILDING LOADING TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb= (3.0xCa /R)W TOTAL FLOOR FQXg41�520 1975680 9908324 Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load 0.3 5.5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL (SHORT WAL 1 WEIGHT TOTAL WEIGHT W= 23688 # 76180.5 *load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 76180.5 14959 WORKING STRESS WOOD DESIGN 1.4 ` 10685 I# Wihi / sum Wi hi Plate Ht.) Wi x hi sum Hi x hi Wihi Vi 10685 I# 8/21/00 PAGE 3 (P) Main Floor (Lower walls) 15 791 SF 5932.5 S / S EX. WALLS 10 64 12 7680 F / B EX. WALLS 10 56 12 6720 INTER. WALLS 8 60 12 5760 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 26092.5 #N/A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 tom 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16b0. 16N BASE SHEAR: Vb= (3.OxCa /R)W where: DEAD LOADS STORY SHEAR VALUE USED z = R = Ca = Rw= Rw= BUILDING LOADING TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb= (3.0xCa /R)W TOTAL FLOOR FQXg41�520 1975680 9908324 Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load 0.3 5.5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL (SHORT WAL 1 WEIGHT TOTAL WEIGHT W= 23688 # 76180.5 *load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 76180.5 14959 WORKING STRESS WOOD DESIGN 1.4 ` 10685 I# Wihi / sum Wi hi Plate Ht.) Wi x hi sum Hi x hi Wihi Vi 10685 I# 8/21/00 PAGE 3 #N/A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 tom 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16b0. 16N BASE SHEAR: Vb= (3.OxCa /R)W where: DEAD LOADS STORY SHEAR VALUE USED z = R = Ca = Rw= Rw= BUILDING LOADING TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb= (3.0xCa /R)W TOTAL FLOOR FQXg41�520 1975680 9908324 Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load 0.3 5.5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL (SHORT WAL 1 WEIGHT TOTAL WEIGHT W= 23688 # 76180.5 *load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 76180.5 14959 WORKING STRESS WOOD DESIGN 1.4 ` 10685 I# Wihi / sum Wi hi Plate Ht.) Wi x hi sum Hi x hi Wihi Vi 10685 I# 8/21/00 PAGE 3 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16b0. 16N BASE SHEAR: Vb= (3.OxCa /R)W where: DEAD LOADS STORY SHEAR VALUE USED z = R = Ca = Rw= Rw= BUILDING LOADING TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb= (3.0xCa /R)W TOTAL FLOOR FQXg41�520 1975680 9908324 Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load 0.3 5.5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL (SHORT WAL 1 WEIGHT TOTAL WEIGHT W= 23688 # 76180.5 *load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 76180.5 14959 WORKING STRESS WOOD DESIGN 1.4 ` 10685 I# Wihi / sum Wi hi Plate Ht.) Wi x hi sum Hi x hi Wihi Vi 10685 I# 8/21/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F =V(W)(h) /total (W)(h) SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #NIA 140 109 132 0 # FT # FT # FT # FT Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS SEISMIC FORCE, WIND GOVERNS WIND GOVERNS WIND GOVERNS ROOF DIAPHRAM 317084; #FT 828621.396 WIND & SEISMIC UNIFORM LOADING COMPARISON $HEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 1.331 731.501#/BOLT MIN BOLT SPACING 2.42' FT O.C. 5/8" DIA. AB 790 1.331 1050.71# /BOLT MIN BOLT SPACING 3.471 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908324 Plan #1843b (ExpB) 1997 -9 Lateral analysis worksheetl.xls 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) 208 (P) Upper Floor (Main walls) 138 (P) Main Floor (Lower walls) 145 #N /A 0 Not included in total 140 109 132 0 • 208 # FT 346 # FT 492 # FT CHECK TOP CHORD M= 18957335.76 T =C= 677047.7056 2 -2X4 10.5: . , 64480.73 ALOW.Ft= 525 1.331 698.251OK 2-2X6 16.5 • 41033.* 16d entala 1.33 143.64 # /NAIL 4713.50 NAILS # FT # FT #FT # FT # FT # FT #FT #FT 8/21/00 PAGE 4 V W h Wh F Roof (Upper walls) 10685 23688 12.83366667 304003.896 3920 Upper Floor (Main walls) 10685 26400 9 237600 3064 Main Floor Lower walls) 10685 26092.5 11 287018 3701 #N /A 10685 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F =V(W)(h) /total (W)(h) SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #NIA 140 109 132 0 # FT # FT # FT # FT Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS SEISMIC FORCE, WIND GOVERNS WIND GOVERNS WIND GOVERNS ROOF DIAPHRAM 317084; #FT 828621.396 WIND & SEISMIC UNIFORM LOADING COMPARISON $HEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 1.331 731.501#/BOLT MIN BOLT SPACING 2.42' FT O.C. 5/8" DIA. AB 790 1.331 1050.71# /BOLT MIN BOLT SPACING 3.471 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908324 Plan #1843b (ExpB) 1997 -9 Lateral analysis worksheetl.xls 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) 208 (P) Upper Floor (Main walls) 138 (P) Main Floor (Lower walls) 145 #N /A 0 Not included in total 140 109 132 0 • 208 # FT 346 # FT 492 # FT CHECK TOP CHORD M= 18957335.76 T =C= 677047.7056 2 -2X4 10.5: . , 64480.73 ALOW.Ft= 525 1.331 698.251OK 2-2X6 16.5 • 41033.* 16d entala 1.33 143.64 # /NAIL 4713.50 NAILS # FT # FT #FT # FT # FT # FT #FT #FT 8/21/00 PAGE 4 8 3.5 3.5 3.5 2.25 130 -1,p-i Pi -6 i Mo= Wall(DL) Roof(DL) Mr= T =C REQUIRED 3653.33 3653.33 3653.33 2348.57 MIN PLATE NAILING 13 INC O.C. 280 280 280 180 170 170 1440 900 525.00 525.00 2006.67 810.00 893.81 893.81 470.48 683.81 CS16 -30 CS16 -30 NA NA I 12 11 5 0 0 156 jk P1.6r:w- I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 13724.47 6238.39 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 880 400 0 0 0 0 0 0 3226.67 666.67 0.00 0.00 954.35 1114.35 #DIV /0! #DIV /0! CS18.30 CS16 -30 1 #DIV /0! #DIV /0! I 8 3' 5.5 11.5 0 83 : ; ; ".P1.6: I Mo= WaII(DL) Roof(DL) Mr T =C REQUIRED 1996.29 3659.86 7652.43 0.00 MIN PLATE NAILING 21 INC O.C. 240 440 920 0 990 1710 2340 720 1230.00 3941.67 12496.67 0.00 255.43 - 51.24 - 421.24 #DtV /01 NA NA NA #DIV /0I I #N/A 0 0 0 0 #N /A IN /A X2 I Mo= WaII(DL) Roof (DL) Mr T =C REQUIRED #N /A #N /A #NIA #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 0 2 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 208 O u- 2/3DL REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN 208 2/3DL REACTION HOLDDOWN 208 w 2/3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b c c KAPPLER ARCHITECTS • BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheet) .xls d d d SHEAR V WALL TYPE d 8/21/00 PAGE 5 I 16 28 0 0 0 119 �? P1•6y ) Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 15 INC O.C. 2240 0 0 0 720 0 0 0 27626.67 0.00 0.00 0.00 -36.05 #DIV /0! #DIV /0! #DIV /0! NA #DIV /0! #DIV /0! #DIV /0! 16 27 0 0 0 123J P146 Mo= 26617.15 0.00 0.00 0.00 #N /A Wall(DL) 2160 0 0 0 #N /A Roof (DL) 720 0 0 0 0 Mr= 25920.00 0.00 0.00 0.00 MIN PLATE NAILING T =C 25.82 #DIV /0! #DIV /0! #DIV /0! 14 INC O.C. REQUIRED NA #DIV /0! #DIV /0! #DIV /0! 0.00 I #N /A 0 0 0 0 0 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 0 #N /A (�'; ; = #N/A, =f_: ?, Mo= WaII(DL) Roof (DL) Mr T =C REQUIRED #N /A #N /A #N /A #N /A 0 #N /A 0 MIN PLATE NAILING #N /A INC O.C 0 0 0 0 0 0.00 0 0.00 0 0 #N /A 0 #N /A 0 _ #N /A 0.00 #N /A 0.00 0.00 0.0 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #NIA 0 0 0 0 #N /A s,? #N /A4.* :;4 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N/A #N /A _ #N /A _ #N /A #N /A FRONT TO BACK UPPER FLOOR Load Ht. 8 208 2/301 REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 w J 208 2/301 REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 208 w 2/301 z REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 208 0 w 2/301 z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b c c d d SHEAR V WALL TYPE KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908324 Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d 8/21/00 PAGE 6 8 4 3 5 3.5 179,`, < P1-Bw 1 Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 5716.23 4287.18 7145.29 5001.70 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 10 INC O.C. 640 480 800 560 1260 1260 1608 975 2533.33 1740.00 4013.33 1790.83 795.73 849.06 626.39 917.39 NA CS16 -30 _ NA _ CS16 -30 I 12 12 9 3 0 173I.P1.6 Mo= 16612.80 12459.60 4153.20 0.00 WaII(DL) 1920 1440 480 0 MIN PLATE NAILING #N /A INC O.C. Floor,Roof(DL 1080 2340 1200 0 Mr= 12000.00 11340.00 1680.00 0.00 MIN PLATE NAILING T =C 384.40 124.40 824.40 #DIV /0! 10 INC O.C. REQUIRED NA NA CS16 -30 #DIV /0! - #N /A 8 4 5 3.5 3 179 ai S.P1-6.f.t. ;) Mo= 5716.23 7145.29 5001.70 4287.18 Wall(DL) 640 800 560 480 MIN PLATE NAILING #N /A INC O.C. Floor,Roof(DL 1260 1980 1920 1200 Mr= 2533.33 4633.33 2893.33 1680.00 MIN PLATE NAILING T =C 795.73 502.39 602.39 869.06 10 INC O.C. REQUIRED STHD 14 NA STHD 14 STHD 14 #N /A #N/A 0 0 0 0 #N /A : #N/A = =ftI Mo= WaII(DL) Floor,Roof(DL Mr T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A RIGHT TO LEFT MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 346 1- z et O cc- 2/3DL REACTION HOLDDOWN 346 2/3DL REACTION HOLDDOWN 346 2/3DL REACTION HOLDDOWN 346 w 2/3DL Z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908324 Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 7 16 12 5 5 0 2521 . ;: P1=4,.;s:::• J Mo= WaII(DL) Floor,Roof(DL Mr- T =C REQUIRED 24164.08 10068.37 10068.37 0.00 MIN PLATE NAILING 7 INC O.C. 960 400 400 0 1056 168 168 0 8064.00 946.67 946.67 0.00 1341.67 1824.34 1824.34 #DIV /0! STHD 14 STHD 14 STHD 14 #DIV /0! 16 27 0 0 0 2051 Vilitii P1-6M351 Mo= WaII(OL) Floor,Roof(DL Mr T =C REQUIRED 44300.81 0.00 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 4320 0 0 0 0 0 0 0 38880.00 0.00 0.00 0.00 200.77 #DIV /0! #DIV /0! #DIV /0! NA #DIV /0! #DIV /0! #DIV /0! I #N /A 0 0 0 0 #N /A I z :. , #N /A`4 Mo= WaII(DL) Floor,Roof(Dt. Mr= T =C REQUIRED #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A 0.00 #N /A #N /A #N /A #N /A _ #N /A #NIA #N /A #N/A 0 0 0 0 #N /A ". #N /A ^' Mo= WaII(OL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #NIA #N /A #N /A #N /A #N /A FRONT TO BACK MAIN FLOOR Load Ht. 8 1- 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 346 346 2/3DL REACTION HOLDDOWN 346 w = 2/3DL 0 REACTION HOLDDOWN 346 0 w 2/3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls WALL SEGMENTS b c b b b c c c d d d d SHEAR V WALL TYPE 8/21/00 PAGE 8 12 8 4 8 0 295114 f P1-4 j Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 25951.33 12975.67 25951.33 0.00 MIN PLATE NAILING 6 INC O.C. 1760 880 1760 0 0 0 0 0 4693.33 1173.33 4693.33 0.00 2657.25 2950.58 2657.25 #DIV /0! HTT22 HTT22 HTT22 #DIV /0! I #N /A 0 0 0 or 0 0 #NIA 1 r #NIA -zzr} 1 Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A MIN PLATE NAILING #N /A INC O.C. #N /A 0 #N /A 0 BELOW GRADE MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0.00 0 0 #N /A 0 #N /A 0 #N /A 0 0.00 #N /A 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A I #N/A 0 0 0 or #N /A (L #N /Al Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00_ 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A RIGHT TO LEFT LOWER FLOOR TRIB.LENGT Load 492 Ht. 11 Mo= WaII(DL) 0 Floor,Roof(DL ct 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load Ht. 11 2 LOWER FLOOR Load Ht. 11 LOWER FLOOR Load Ht. 11 492 2/3DL REACTION HOLDDOWN 492 2/3DL REACTION HOLDDOWN 492 2/3DL REACTION HOLDDOWN a WALL SEGMENTS b c 8 4.5 24329.37 1.75 9461.42 990 1430 3630.00 4599,86 ON CONC 1.75 9461.42 385 1430 1058.75 4801.53 ON CONC 385 3048 2002.58 4262.19 ON CONC 0 0.00 0 0 0.00 #DIV /0! #DIV /0! SITS ON CONCRETE STEM WALL TRIB.LENGT a b c d d SHEAR V WALL TYPE 4921;, ON.CONC.3I MIN PLATE NAILING 4 INC O.C. TRIB.LENGT TRIB.LENGT a a b c d c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheet) .xls d 8/21/00 PAGE 9 #NIA 0 0 0 0 0 0 #N /A i*#N /A =; ' '1 Mo= WaII(DL) Floor,Roof(DL Mr T =C REQUIRED #N /A #NIA #N /A #NIA #N /A 0 MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00' 0 0.00 0 0.00 0.00 0.00 #N /A 0.00 #N /A 0.00 #NIA #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 1 #N /A 0 0 0 0 #NIA 10$1k#N /A , r 1 Mo= Wall(DL) Floor,Roof(DL Mr T =C REQUIRED #NIA #N /A #N /A #NIA MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00' 0.00 0.00 0.00 #N /A #N /A #N /A #N /A -- #N /A #N /A #N /A #N /A FRONT TO BACK LOWER FLOOR Load 492 Ht. 11 Mo= Walt(DL) t� Floor,Roof(DL E2 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED Ht. 11 Mo= WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load Ht. 11 0 w 2/30L 0 REACTION HOLDDOWN LOWdfi FLOOR Load Ht. 11 492 492 0 w 2/3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c 0 0.00 16 28 86504.43 3080 1776 45322.67 1470.78 STHD 14 0 0.00 0 0 0.00 #DIV /0! #DIVIO! 0 0 0.00 #DIV /0! #DIVIO! 0 0.00 0 0 0.00 #DIV /0! #DIVIO! PORTION RESTS ON CONC. WALL LOWER FLOOR TRIB.LENGT a Load 492 b c PORTION RESTS ON CONC. WALL TRIB.LENGT a b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_P1an #1843b_(ExpB) 1997 -9 Lateral analysis worksheet) .xls d d SHEAR V WALL TYPE 281 1;< .I MIN PLATE NAILING 6 INC O.C. 16 27 86504.43 5940 0 53460.00 1223.87 STHD 14 0 0.00 0 0 0.00 #DIV /0! #DIV /0t 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 0 0.00 0 0 0.00 #DIVIO! #DIVIO! 291 P14:41 MIN PLATE NAILING 6 INC O.C. 8/21/00 PAGE 10 SENT BY: CSO LUMBER I. ? C.; 3004033244 +; FE© -7 -02 10:4701.1; PAGE i/i J S02020063 tri0227 J9dj 90 • r1�r as t,*I1 srr 14 7. 414,0410t •2 041/69 �i�• car Ginn LUMBER TOP .90 2X 6 Kr -1650 STK .71 2X 6 HP -1660 NSS .14 2X 4 RP -sew 23(CCDTIOil9: A` 9 2x 4 Nr -12 LATERAL BRACING: TOP CHORD • 0111?JIEVOU$ STM CHORD • bt2trlq o us ?8W43 SPACING - 24.0 IN. Colin* Plus -- version 11.0.011 RUN DATE: 2- 7 -02 vl1IrGIM41 L ADZI40 WPM MASS TICRSASE: 15.04 PLATS MUNR O IliCRiEASE: 11.04 01.1. LDO. LIVE OCAD (PSV) TOP 00 •25.0 7.0 BTM C)(a .0 30.0 TOTAL 25.0 17.0 42.0 OIRD =R LOADING LUMBER 87R613 I1= RUASS: 11,0♦ PLATE 311411933 INCREASE: 15.0% GRD . LOO. LE1it DEAD (MP) TOP C)%0 50.0 14.0 5TM ORD 12.1 29.1 TOTAL 42.5 42.5 105.0 COMORNTRATTO LORDS MS/ R 69 (LTV) R 40 (01tA0) SUPPORT CRITERIA JT REACT SIDTH JT It1fACT MID T8 Lois Zit -BX LIS IS -5X A 1466 3- B 1 1310 3- 8 Na,k Q:san Typ. Spun #1 -Hl Left OU !tight OK D3 1 4.3 270000 7 0_ 0 I i .iI1IRIi 14 1275 *1. L X•0 7 /CIO *1BL 1150 L-X 745 1; -L luta at 1110615R CBI P(L88) t1511T wag, W TOP =OARS A -P .50 003 C -312 1715 A - .47 1261 C -1212 66 P -341 .90 2010 C -8374 1129D IL-P1 .90 1692 C - 11290 - 6666 Iy - 15 .49 1399 c 6666 -645 111-14 .16 1368 C 595 - 2217 H_Q .16 1539 C 2217 1771 ,w .' • ;mw. -rn 1.nn. +ur:n.. 1...,n.rwr >flt. :YVM"!1 newt 11 0101,4 ' 010112 n 1. I/•h $119011 w k■1411 L 306 I 44 15406tttt GeaNiatIo., eav ot"a•+ 5 -2 -] 41 -1 1 -7 -7 -$ -a 2 -0 -1 7 ■3 -13 1 - 0 1�31� -2-s 22 -1 -1 31 -s-0 a ;Y -s 4 Q _ ' .t._..' 1 -13 a -f Z� .: .1.0 19-1 -s 11 -9.0 - 24.9.1 _.............. . AAA PLANS AAA 1400.1 0• s • mate I_4c1ao 11 FLATS MPORI791 rr tom . 7M141 *Mx?, 115.0 MI! PURR CSt Pltral MOST MS2110 Q-0 .14 1626 C -1772 -0 BOTTOM S 0 .66 979 .71 1710 t -373 -7448 .66 1378 T 7498 530 .14 0 T -330 -5 miss = 727 C L -■ • 2004 r • 216 C x -N • 141 c • 1400 ? I -o • 1105 C DLtLL DIPL • .04" 1$ A - 81 LL DirL • .21 • < $04-11M/240 $PA$JDZTL (DL.LL) = 464 • *SU RSViRSE SIDL or IRIS ++ • +PACg FOR IMPORTANT PO MO +• Plating au:floras to IISC. Plats valaaes say Ho vevi016d with Robbins Itnpina:ring. Inc. (Aria values are based on gram aria tilt. Luber is 3900 -3 except as shown ottrsxwis0. PLATES - 20 GADQ1 LOCK =inane 558 -231 Psz P5A PAIR INCLUDES 15.06 *'a' *I I3.' E T'ltl1410N 1339- 410 W ..I i►SA PAIR 8BRAR 764- 506 PL2 PEA PAIR JT TYPE PLATE 821 X Y !A 4594 4.00 X 0.00 .3 5.6 !B 3091 10.00 X12.00 7.7 3.9 !I 4000 3.00 X 4.00 CYR Clil Ilt 1040 3.00 X 4.00 4.6 CTR IL 1070 4.00 x 0.00 CPR Ott 4121 1001 3.00 X 4.00 2.0 3.5 !r 1050 4.00 X 1.00 3.0 CYR to 1596 6.00 X14.00 7.3 7.3 3 Q R !811100 5.00 X14.00 CTR .2 rho trapfu of Mooch w ON roof Iliolirsjim aad twang k.t lotlt*Cal wlad Toads is Iteftonsibilty of theb.uliint dstiyrl .2a 311 (�h Slat N K 43.1 7 0 sum= VIA PLATS *114ITOA IXVIUMMD SE: Robbins 8ngisslazis►4, Inc. 3616 South Road, $41tS C -2 Mukilt*o, Mk 98271 IttiiA TO Rolnams tl24G. ORNER L 8011 AMD 6YMOOLg IIMETT POR ADDITIONAL 3P9:CxrlcarzQSU. MOTTO: 1. TRU666:6 HARDPACT{IRSD BY - OSO 12 R -TROTS DXV. 2. *IRICAL Aw►X,QO 18 oUD. 3. WIND LOAD% - AM$i/AO 7 - 98 MPS 21 t 0I0101D AB A IIOII$ v2MD•PORCi Ris SYSTEM StKO SP RED - vo WPM PRAM moor OJICRM - 25' LX0080.1 CAT3GQRY -• B occu,ANCY iAC.TWI -• 1.00 E)ICZ43ZD 1102LWX)I'0. To DtAD LOAD • 7.0 PSV BC DEAD LOAD • 10.0 PSP 4. GIRDER C=WI ?30ii: CONI0E1 OIRDIR TYPE. txt -1N TRUSS'S OR /xM CIO WITH SPAN or 3.000 ft. FEB 7 2002 x11 0 Sc*. Easkosing 0.210' t' May 24, 2002 REV/S/ONNO City of Tukwila Attn: Brenda Holt 6300 Southcenter Blvd. Tukwila, WA 98188 '1 EI ; , °fl :' • Item 2A - The sheet - dating reference has been clarified. _...., ,. c ., ,, 1 .... . .... 9 i' I ■ 4 11 I" l t iwa 'WWWIECI N KAPPLEI: ! f WASHINGTON z IY W I 0 „, w 0 J u.< �' a o LU • w U O N 0I- W w u- w z Item #2: The site plan now has a note showing the portion of walk to be built in the future. We have also placed a note on the drawings that appropriate barricades should be installed per Z OSHA standards. RECEIVED CITY OF TUKWILA RE: Response to Correction Letter #2 — Revision #1 Development Permit Application #D01 -152 Fosterview Estates, Lot 40 4295 S 137 Street Dear Ms. Holt, This letter is to confirm our resubmittal of the above - referenced project. We are providing you with the revised P2.8 sheets (dated 3.7.02 — City Revisions), as well as a geotechnical letter dated May 22 " 2002. I responded to Joanna Spencer's memo that is dated May 17 2002, which was faxed to our office on May 20 2002, and is referenced in the geotechnical memo as dated May 20 2002. Item #1: "Grade at this point is greater than 10' -0 "" is a designation that we put on the drawing sections on sheet P6,9 to assist planning with interpreting the building height calculations. This call -out does not refer to any public works requirement. Item #3: Terra Associates letter dated April 18 has addressed and clarified your concerns. • Item 2B - The typical dimensions of the keying and benching are clarified. It is felt that since a geotechnical engineer is on -site during earthwork construction, that additional detailing is not required. Further, your concern regarding water at the bottom a cut -and -fill will be taken care of as the cut goes all the way to the foundation wall. There is structural fill all the way to the foundation wall, and the foundation draining system along the back of the foundation wall will pick up any hillside drainage. As stated in your memo, and as part of the plat requirements, the geotechnical engineer will certify on a lot -by -lot basis that fill materials meet the requirements of their geotechnical report, and that all keying and benching and construction has been done to their satisfaction while under their supervision. CORRECTION N LR pOI ISZ 14311 SE i6tf Street . Be etin tVA 98007 1.500.888.4517 • (425) . fi1,x: (425)641.5318 CO502_47 Fosterview Estates, Lot 40 - Response to Correcti tyttbttliaiii)gmchohtefi eiLIWIRt • PERMIT CENTER • • Item 2C - You have a concern about run -off from the slope; it has been our intent to swale the backyards to the single yard drain that has been shown on our drawings. To prevent any water - ponding on the site, we have elected to install a second yard drain on the back of this lot. We have revised our site plan to show where this drain is located. This yard drain will tie into the tight -line around the house, and tie into the appropriate storm - draining system. Any sub- surface water would get picked up by the foundation draining system along the back of the foundation wall. I hope this addresses the concerns that you had. Should you have any further questions or comments, please do not hesitate to call. Si i cerely, ler, President Kappler Architects, P.S. Mr. Bill Fowler Dujardin Development • P.O. Box 1059 Snohomish, Washington 98291 Subject: Geotechnical Review Fosterview Estates, Lots 37 and 40 Tukwila, Washington Dear Mr. Fowler: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences As requested, we reviewed comments from Ms. Joanna Spencer of the City of Tukwila in a memo sent to Mr. John Kappler on May 20, 2002. Our response is as follows: Item 2a We have reviewed the revised Sheets P2.8 from Kappler Associates, dated March 7, 2002. From a geotechnical perspective, these drawings are identical to the drawings dated February 26, 2002, which we previously reviewed. Consequently, all of the comments and recommendations presented in our letters dated April 18, 2002 continue to be valid. Item 2b A typical detail of the benching of fills into native soils is shown on Sheet C -03.0 of the project civil drawings. Fill materials should consist of granular soils with a maximum size of three inches, and no more than ten percent fines passing the No. 200 sieve. All fills should be compacted to 95 percent relative compaction, as determined by the American Society for Testing and Materials (ASTM) Test Designation D -698. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 - 4334 • terra@terra associates.com May 22, 2002 Project No. T- 1515 -2 Ft7CEivr.-F NAY 2 8 :?U Pi,! I C OR K , 4 Mr. Bill Fowler May 22, 2002 cc: Item 2c We understand that you plan to prevent ponding of water by installing one or more yard drains in the backyards of each of these Tots. In our opinion, these yard drains are a suitable means of preventing ponding of water. Backyard grades should be prepared to drain all water towards the yard drains. We trust these r Sincerely TERRA Anil Buta President AB:ae RES 1 /(X3 Mr. John Kappler, Kappler Architects equate. Please call if you have any questions. 5 /ZZkL Project No. T- 1515 -2 Page No. 2 Dear Mr. Fowler: • TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Retaining Wall Plan Review Fosterview Estates, Lots 36 through 40 Tukwila, Washington References: 1. Fosterview Estates Summary Report, Geotechnical Issues, prepared by Terra Associates, Inc., dated December 16, 1998 2. Slope Stability Issues, Lots 35 through 40, prepared by Terra Associates, Inc., dated July 29, 1999 3. Retaining Walls for Lots 36 through 40, prepared by Terra Associates, Inc., dated October 3, 2001 As requested, we reviewed architectural plans prepared for the reinforced concrete retaining wall to be constructed along the rear of Lots 36 through 40 of the Fosterview Estates project in Tukwila. The purpose of our review was to verify that the plans are in conformance with the geotechnical recommendations presented in the referenced reports and to provide additional recommendations, as required. We reviewed the Plan Sheet P2.8, Architectural Site Plan, prepared by Kappler Architects, P.S., dated October 23, 2001. The project plan indicates that the previously proposed upper wall has been deleted and the height of the lower wall has been increased. A single reinforced concrete retaining wall with a maximum exposed height of 8.17 feet will now be constructed in the backyards of Lots 36 through 40. Based on our review, it is our opinion the plan is in general accordance with the geotechnical recommendations presented in the referenced reports. The lateral pressures recommended (Letter dated October 3, 2001) for the lower wall with the surcharge slope have been used in the design and are appropriate for the planned configuration. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra - associates.com October 24, 2001 Project No. T- 1515 -2 Mr. Bill Fowler October 24, 2001 We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, - TERRA ASSOCIATES, INC. Bernard -P Kn 11fl " o , • , � �,� Staff �figinefc l 1 , �a 4rjaW. F . Principal 17;,-,- cc: • ve, :;% :1 . John Kappler, Kappler Architects, P.S. zo ,7 , &/a o I 2_y l 0 d i'�c:r �= ?:�: ✓;;�r^°ri?:.r!;. ar A .+,.r.. ' � .�. 7 �r.x ` ...,... r .t { • u_ w w ? co O w � Q w 16 0 .z O Project No. T- 1515 -2 Page No. 2 z Jamieson Consulting Job No. 20181 G RETAINING WALLS FOR FOSTERVIEW ESTATES LOTS 38 &39431 A KAPPLER ARCHITECTS PLAN TUKWILA, WASHINGTON CORREC 1OM LTR#. . REVISIJN n0,1. APR 19 2.002 rc�rv�i� ! ;ENTEFI NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 DO 1 C JA�MIESON C E CONSULTING ngineers 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS 35 EFP # /ft3 0.267 Cf 3.67 a 0 w4 0.67 w 0.83 t 0.33 toe 1.50 heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 .5CZ Pf =. ,e.s/ u = 0. Ki /11/h k /6f6 4.50 2.50 937 952 0.83 0.94 1.66 354 -3 3.360 532 1,788 490 1,339 661 367 311 1.75 0.66 1.25 0.66 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # -ft # - ft # - ft ft ft ft ft JOB NAME F5 JOB N0. 20 Pa E BY z DATE 4P/Z7 0/ SHEET NO OF 4 5 COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting motnent Ultimate moment for concrete design Total weight do footing Soil weight.pn heel (120 pcf) Weight of wall Weigh of footing O 1/4 e" 1 (1)4 4 /DP g4vo 1 4,- (4 codi: JC 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 INPUT 4 50 0.67 0.83 0.67 1.50 sera 3 "=rtr s a JAMIESON CONSULTING Consulting Engineers TYPICAL CANTILEVERED RETAINING WALL NAME 35 EFP 0.267 Cf a w4 w t toe heel F( 1 O ,e / u = 0r43 w pfr * 4sI6'o,c, H 4.83 Lf 2.84 fs 807 fs2 860 Lf /3 0.95 X 1.18 2Lf /3 1.89 F 408 Fk 2 FS 3.736 Mot 657 Mr 2,455 Mu 635 W 1,523 w1 720 w2 400 w3 353 x1 2.09 x2 1.00 x3 1.42 x4 1.00 OUTPUT UNITS COMMENT # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # -ft ft ft ft ft JOB NAME JOB NO. BY r DATE SHEET NO OF -/ Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning t foment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight - 'on heel (120 pcf) Weight of wall • Weight of footing (2» 70? (1 .T4J C,/(0 . /4 "c x 2 'p `/ / b, C , (4)4t4 cov JC JAMIESON CONSULTING Consulting Engineers 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803-3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 0.267 Cf Coefficient of friction against sliding (includes Factor of Safety of 1.5) 4.83 a ft Height of earth above "base" 50 w4 # Weight on top of wall 0.67 w ft Wall thickness 0.83 t ft Footing thickness 0.87 toe ft Length of toe 2.00 heel ft Length of heel H 5.68 ft Overall height of equivalent fluid Lf 3.34 ft Total footing width fs 975 # /ft2 Soil bearing if X is in mid 1/3 fs2 1,029 # / ft2 Soli bearing if X is not in mid 1/3 Lf /3 1.11 ft X 1.37 ft Location of resultant force 2Lf /3 2.22 ft F 561 # Total horizontal force Fk -2 # Net sliding force per foot FS 3.723 Net factor against overturning Mot 1,058 # - ft Overturning moment Mr 3,937 # - ft Resisting moment Mu 1,117 #- ft Ultimate moment for concrete design W 2,108 # Total weight �n footing w1 1159 # Soil weight-on heel (120 pcf) w2 483 # Weight of wall w3 415 # Weight of footing x1 2.34 ft x2 1.00 ft x3 1.67 ft x4 1.00 ft Z :- ' 5/ =4 x5( )2 / ` / P4 / �, 4&/6'b.c, JOB NAME JOB NO BY OAT- SHEET NO. 4 OF 5 �2) #-4 fop 10" JC 733 '7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 JAMIESON CONSULTING Consulting Engineers 35 EFP 0.267 Cf 5.75 50 0.67 0.83 0,87 2.50 a w4 w t toe heel H 8.58 Lf 3.84 fs 1,178 fs2 1,227 Lf /3 1.28 X 1.54 2Lf /3 2.56 F 758 Fk 3 FS 3.614 Mot 1,662 Mr 6,007 Mu 1,885 W 2,828 w1 1725 w2 575 w3 478 x1 2.59 x2 1.00 x3 1.92 x4 1.00 # - ft # - ft # - ft ft ft ft ft Joe NAME ft5TEZV lEW 20 is l E 6/ JOB NO. DATE TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) ft Height of earth above "base" # Weight on top of wall ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing if Xis in mid 1/3 # / ft2 Soil bearing If X is not in mid 1/3 ft ft Location of resultant force ft Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete d i Total weight on footing Soil weight -on heel (120 pc Weight of wall j Weight of footirfg BY SHEET NO OF 5 n (»4 #4/o 'orC, .4J &/6'. /4.01,04,0 • NW TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences " II Mr. Bill Fowler Dujardin Development P.O. Box 1059 Snohomish, Washington 98291 Subject: Review of Drawings Lot 40, Fosterview Estates Tukwila, Washington Dear Mr. Fowler: coRREATIoN LTR #. PERMIT CENTER RVSION N0._1__ April 18, 2002 Project No. T- 1515 -2 We recently reviewed the proposed revised site and grading plan for Lot 40 at Fosterview Estates in Tukwila. The plan includes Sheet P2.8, dated February 26, 2002, and Site Section Sheet P6.9, dated March 7, 2002. This letter summarizes our comments pertaining to the review of the drawings and our responses to earlier City comments. Our review indicates that the finish slope in the backyard of the lot will be graded at an inclination of 2.5:1 (Horizontal:Vertical) or flatter. In general, the grading required to achieve this configuration will be minimal based on our review of the existing site topography. However, along the toe of the slope, four to five feet of 011 will be required to achieve the 2.5:1 slope. Based on our review of the proposed plans and the existing site conditions, it is our opinion, that from a geotechnical standpoint, the proposed regrading of the slope is relatively minor and is feasible. The fills required along the toe of the slope should be properly keyed and benched into the existing native slope. We recommend that the benches and keyways have a minimum width and height of at least one foot. Also, the fills placed in this area should be predominantly granular with a maximum size of three inches and no more than five percent fines passing the No. 200 sieve. The fills should be placed in a thickness of no more than 12 inches and each layer compacted to a minimum of 95 percent relative compaction, as determined by the American Society for Testing and Materials (ASTM) Test Designation D -698. Since the fills will be placed adjacent to an existing slope, it is critical that these fills be properly keyed and benched into the existing slope, as indicated above. D I Sa 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra @terra - associates.com Mr. Bill Fowler April 18, 2002 We also have the following comments and recommendations: 1. Based on the proposed configuration (2.5:1 [Horizontal:Vertical]) shown on the revised plans, the slope is in conformance with the recommendations presented by us on several occasions. Minor regrading of the slope will be required to achieve the proposed configuration. Provided this regrading is performed in accordance with the recommendations given above, it is our opinion that this configuration will provide a stable slope. Of course, no modifications should be made to the slope after the grading is completed. 2. In earlier reviews for an adjacent lot, the City asked if additional drainage is required in the backyard, and if runoff from the slope will create a soggy backyard and moisture penetration into the residence. Subsurface drains have been installed adjacent to the uphill foundation wall. These drains will prevent water from penetrating the residence. Runoff from the slope will tend to infiltrate into the ground if it is allowed to pond at any location. Therefore, in performing the regrading, it is recommended that adequate surface drainage be provided to prevent ponding of water. 3. Permanent erosion control measures should be provided on the slope. These should consist of hydroseeding or other methods that will result in a continuous cover of vegetation on the surface of the slope, as well as preventing uncontrolled runoff across the slope. In addition, it is imperative that the vegetative cover on the slope be maintained by the homeowner during future use of the residence. If portions of the vegetation decay or die, such areas should be promptly replanted. We trust these comments are sufficient for your current needs. If you have any questions or if you need additional information, please call. Sincerely TER Anil B Principa AB:ae cc: F- 70 Knpp Architects • 4 710-- Project No. T- 1515 -2 Page No. 2 ;r. Date May 10, 2002 KAP.OLER ARCHITECTS 14311 SE 16 Street Bellevue, WA 98007 Tel: (425) 841.5320 Fax: (425) 641-5318 Number of pages including cover sheet 1 To: CITY OF TUKWILA Attn: JOANNA SPENCER Project Name FOSTERVIEW ESTATES Project # 98013 Phone Fax # CC: LOT 4o CUT •93 yo FILL /fro yos Document2 13/ 361 THANKS. From: SHAWNAN CRAWFORD Phone Fax* ❑ Urgent ❑ For your review ❑ Reply ASAP ❑ Please comment P.3. DD l- 152, FACSIMILE Kappler Architects P.S. (426) 6414320 (425) 641 -5318 REMARKS 0 Hard copy to follow JOANNA, THIS IS THE REVISED CUT AND FILL QUANTITIES BASED ON THE CURRENT GRADING AS OF MARCH 2002, COMPARED TO THE FINAL GRADING AS SHOWN ON SHEET P2.8 DATED 3/8/02 FOT LOT 40. CONFIDENTIALITY NOTICE: The materiel contained In this FAX transmission is private and confidential and is Intended only for use by the Individuals on this sheet. Use, disclosure, copying, distribution or reliance upon the information contained in this FAX by anyone other than the Individuals named is prohibited. If you have received this FAX In error. please notify us immediately by calling (425) 641 -5320 and return the original transmission to us at the above address. Thank you. PROJECT: PERMIT NO.: D01 -152 PUBLIC WORKS DEPARTMENT COMMENTS Fosterview Estates Lot 40 Revision No. 1 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any tfi�) questions regarding the following comments. 1) Sheet P6.9 - Please explain the call out "GRADE AT THIS POINT IS GREATER THAN 10' - 0'." Show were the subject point is, and 10' - 0" dimension on plan. 2) Show correctly portion of the constructed sidewalk along 44 Ave S., or mark the sidewalk segment to be constructed in the future. In the meantime please, provide a temporary sidewalk barricade and sidewalk closed sign since sidewalk connection to South 137th Street is not finished yet. We have observed approx. 4ft deep drop in elevation between west edge of sidewalk and grade elevation of SE portion of lot 40.without any protection. 3) Terra Associates, Inc., drawings review letter for lot 37 dated April 18, 2002, states: a. Page 1. second sentence of first paragraph, reads: "The plan includes sheet P2.8, dated February 26, 2002, and . . ." However, submitted sheet P2.8 bears last revision dated March 7, 2002. b. Page 1, second paragraph, gives specific recommendations for minimum width and height dimensions of benches and keyways into native soil. Since the minimum dimension is specified as one (1) foot, is there a maximum width and height for benches and keyways? A diagram showing proper fill placement including benching and keying dimensions, fill characteristics, and compaction requirements would be very helpful. Prior to final permit sign -off, Public Works shall require your geotechnical engineer to observe and certify that the: • fill material meets the required characteristics and • keying and benching of fill material into existing native slope was done correctly and each layer minimum specified compaction achieved. c. Page 2, item 2, states that "runoff from the slope will tend to infiltrate into the ground if it is allowed to pond at any location." Public Works will not allow any ponding on (P:alice \Fosterview Estates Lot 37) this lot. With seepage being observed during dry weather conditions, please describe what type of surface drainage needs to be installed to prevent ponding of water. Is one yard drain at the southeast corner adequate to collect the seepage, or will seepage cause erosion of the flat portion of lot 40 back yard? City of Tukwila Depart'nent of Public Works James F Morrow, RE., Director DATE: November 3, 2001 PROJECT: Foster View Estates Lots 35, 36. 37, 38. 39 and 40 PERMIT NOS.: 001 -162, 154, 161, 159, 160, 152 PLAN REVIEWS Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. PUBLIC WORS DEPARTMENT COfv1MEN7 3 Steven M. Mullet, it'fayor 1) A separate Miscellaneous Permit MI01 -125 was issued for a two tier retaining wall along Lots 36, 27, 38, 39. and 40. Any proposed modifications to the retaining wall should be submitted as a Permit MI01 -125 revision before PW can proceed with review of revisions of the Development Permits for individual Lots 35 through 40. 2) PW staff has observed that the back slope of subject Lots was not graded per approved plans and houses are built lower than was originally intended. A letter dated October 24, 2001 from Terre Associates, Inc. containing a Retaining Wall Plan Review incorrectly describes the scope of new proposal. The second paragraph of the correspondence states that "The project plan indicates that the previously proposed upper wall has been deleted and the height of the lower wall has been increased." There has been no mention that applicant is proposing the new wall at a different location than the lower wall and therefore reducing the back yard significantly. 3) The proposed wall location is unacceptable to the City because it leaves the future homeowner with practically no backyard. Please revise the wall design and location. Wall location should match the lower first tier of the wall approved under permit MI01 -125. 4) Wall details on Sheet P. 8.1 call for DIV.3 Sheet A -1 for #4 horizontal and vertical bars, DIV. 7 Sheet A -1 for damp proofing and DIV. 2 Sheet A -1 for footing drain construction, however, sheet A -1 was not included in your submittal. Detail 9/P.8.0 was missing as well. 5) Please label the slope behind the wall on details 5, 6 and 7 on Sheet P.8.1 and explain the drainage system. Was it the designer's intention that the runoff from the slope behind the wall will sheet flow over the top of the wall and end up in the 0300 Southcenter Boulevard. Suite -=100 • Tukwila. Washington Q8188 • Phone: 200 -- :33.0179 Fax: 200.431.36o5 homeowner's backyard? Is the second drainage system in front of the wall needed to prevent ground saturation between the existing homes and proposed retaining wall? 6) Due to challenging soil conditions, the wall design will be peer reviewed at the applicant's expense. ..v ,m.r.— ■ �nra.rr�aa�s��r. Dear Ms. Holt, K A PH_ ) May 24, 2002 City of Tukwila Attn: Brenda Holt 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Response to Correction Letter #2 — Revision #1 Development Permit Application #D01 -152 Fosterview Estates, Lot 40 4295 S 137 Street • Item 2A - The sheet - dating reference has been clarified. L J o t i r i o? i i l' / i r i 1? i' 111 c I' k i l l 11 1 I 1 i j r i tit' 11 r i i CORRECTION LT R # 79 rGi51H::: dills ..i This letter is to confirm our resubmittal of the above - referenced project. We are providing you with the revised P2.8 sheets (dated 3.7.02 -- City Revisions), as well as a geotechnical letter dated May 22 2002. I responded to Joanna Spencer's memo that is dated May 17 2002, which was faxed to our office on May 20 2002, and is referenced in the geotechnical memo as dated May 20 2002. Item #1: "Grade at this point is greater than 10' -0 " is a designation that we put on the drawing sections on sheet P6.9 to assist planning with interpreting the building height calculations. This call -out does not refer to any public works requirement. Item #2: The site plan now has a note showing the portion of walk to be built in the future. We have also placed a note on the drawings that appropriate barricades should be installed per OSHA standards. REVISIONNO 1 ,.4.311 SE 1 Ct'li 7771 . ' t P 177, 9 soo j 1.s00.ss 8.4517 . (42s)641.5320 . fax: (425)641.531s CO502_47 Fosterview Estates, Lot 40 - Response to Correctit UNtwantyTklekoi►f(#�R9talatnvl N KAPPLEI: WASHINGTON RECEIVED Item #3: Terra Associates letter dated April 18 has addressed and clarified your concerns. PERMIT CENTER • Item 2B - The typical dimensions of the keying and benching are clarified. It is felt that since a geotechnical engineer is on -site during earthwork construction, that additional detailing is not required. Further, your concern regarding water at the bottom a cut - and -fill will be taken care of as the cut goes all the way to the foundation wall. There is structural fill all the way to the foundation wall, and the foundation draining system along the back of the foundation wall will pick up any hillside drainage. As stated in your memo, and as part of the plat requirements, the geotechnical engineer will certify on a lot -by -lot basis that fill materials meet the requirements of their geotechnical report, and that all keying and benching and construction has been done to their satisfaction while under their supervision. D ot -ISZ • Item 2C - You have a concern about run -off from the slope; it has been our intent to swale the backyards to the single yard drain that has been shown on our drawings. To prevent any water - ponding on the site, we have elected to install a second yard drain on the back of this lot. We have revised our site plan to show where this drain is located. This yard drain will tie into the tight -line around the house, and tie into the appropriate storm- draining system. Any sub- surface water would get picked up by the foundation draining system along the back of the foundation wall. 1 hope this addresses the concerns that you had. Should you have any further questions or comments, please do not hesitate to call. Sicerely, o ' n " -; . ' ler, President Kappler Architects, P.S. RECEIVED CITY OF TUKWILA PERMIT CENTER Mr. Bill Fowler Dujardin Development P.O. Box 1059 Snohomish, Washington 98291 Dear Mr. Fowler: Item 2a Item 2b Subject: Geotechnical Review Fosterview Estates, Lots 37 and 40 Tukwila, Washington TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra - associates.com May 22, 2002 Project No. T- 1515 -2 RECEIVED CITY OF TUKWILA PERMIT CENTER As requested, we reviewed comments from Ms. Joanna Spencer of the City of Tukwila in a memo sent to Mr. John Kappler on May 20, 2002. Our response is as follows: We have reviewed the revised Sheets P2.8 from Kappler Associates, dated March 7, 2002. From a geotechnical perspective, these drawings are identical to the drawings dated February 26, 2002, which we previously reviewed. Consequently, all of the comments and recommendations presented in our letters dated April 18, 2002 continue to be valid. A typical detail of the benching of fills into native soils is shown on Sheet C -03.0 of the project civil drawings. Fill materials should consist of granular soils with a maximum size of three inches, and no more than ten percent fines passing the No. 200 sieve. All fills should be compacted to 95 percent relative compaction, as determined by the American Society for Testing and Materials (ASTM) Test Designation D -698. z 1 (e1-1 00 coo W LL u ,0 LL w z 11 � �z U= O z Mr. Bill Fowler May 22, 2002 Item 2c We understand that you plan to prevent ponding of water by installing one or more yard drains in the backyards of each of these Tots. In our opinion, these yard drains are a suitable means of preventing ponding of water. Backyard grades should be prepared to drain all water towards the yard drains. We trust these r : equate. Please call if you have any questions. Sincerely TERRA Anil Buta President AB:ae 9/i7/a, �!MIR 1219/03 1 cc: Mr. John Kappler, Kappler Architects RECEIVED CITY OF TUKWILA► PERMIT CENTER Project No. T- 1515 -2 Page No. 2 May 21, 2002 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 Dear Mr. Kappler: Sincerely, (44144A Brenda Holt Permit Coordinator encl xc: File No. D01-152 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 — Revision #1 Development Permit Application Number D01 -152 Fosterview Estates — Lot 40 4295 S 137th Street This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3670. ., :: Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 November 8, 2001 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 — Revision #1 Development Permit Application Number D01 -152 Fosterview Estates -- Lot 40 4295 South 137th Street Dear Mr. Kappler: This letter is to inform you of corrections that must be addressed before your Revision #1 to your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. 1 have enclosed comments from the Planning Division and Public Works Department. At this time, the Building Division and Fire Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. 1 have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, r.qi& ? L� Brenda Holt Permit Coordinator encl xc: File No. DO1 -152 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 Dear Nora, Enclosure. KAI. August 24, 2001 City of Tukwila Attn: Nora Gierloff 6300 Southcentcr Blvd. Tukwila, WA 98188 RE: Lot 40, Area 10 of the Home Development Schedule Fosterview Estates Thank you for taking time to meet with me yesterday. This letter is to formally request releasing the building permit for lot 40, area 10. As we discussed, our original phasing schedule grouped lots 35 through 39 together. The original intent was to allow lot 40 to serve as an access point behind lots 35 through 39. Lot 40 has now served that function. Acting as an access point, the site is cleared, as was always anticipated. While the site is opened up, it only makes sense to go ahead and install the foundation now. Further, behind lots 36 through 40 is a site retaining wall. The foundation for lot 40 must be installed and back -filled prior to the site wall being constructed. We would like to get this site wall completed before the rainy season begins. Therefore, beginning as soon as possible on the foundation for lot 40 is imperative. 1 have included with this letter, a letter from the geotechnical engineer dated 6/13/2001, which supports our position. Should you have any questions or comments, please do not hesitate to call. Sin y 0 John ' a ► • ler, President Kappler • hitects, P.S. :1 1 l o t t 1 1• !t o t, !' I :f H ; 1[, { ( ,• • ' 1■ 14311 SfE 16th Street. Bellevue, W . 98007 1.800.888.4517. (425)641.S32o . fax: (425)641.5318 C0801_67 City of Tukwila, Lot 40 Scheduling ( #98013).cicew"! jYler1omeplans.;om Subject: R TE .. . RA ASSOCIATES Inc. Consultants in Gaotechrtical Engineering, Geology • • and • Environmental Earth Sciences . Mr. Sill Fowler Dujardin Development P.O. Box 1059 • Snohomish, Washington 98291 • Construction Scheduling Lots 3S through 39; Area 9 Lot 40, Area •10 'FosterviewEststcs . Tulcvvila, Washington Deer Mr: Fowler: • As requested, 'vre • have. reviewed the proposed schedulug for const:uction of residences on the subject lots a: •Fostrrview Estates' states. We have been working with your petaonnel and Kapplcr Architects since the beginning olio: development, • obacrvinZ foundation coaitntctron and site developrr.ent..to conform to Citjr of Tukwila requirements for scheduling of construction in groups of lots. • . To date, the groups of lots have been developed in accordance with the Horne Development Plan • Recently, yoti requested that we review scheduling requirements and provide our recommendations for modifying scheduling, in light of the progress made to da :e, and the geotechnical condi existing in varous parts of the Site. . . • • • • We have specifcallyreviewcd conditions on Lots 35 through 39'.(Area 9) and Lot 4.0 (Area 10). Soil conditiocs in,these lots'consist of some uncontrolled fills comprised of fine grained silts. Excavations tin: these lots will be made primarily into chest fne•gnained and moisture - sensitive soils. •Cor.side:tng thse titoisture• en. itive soil conditions, we believe it would be prudent. to perform earthwork and . foundation constrution on -Lots 35 through . 39 ,(Arcs 9).'and Lot 40 (,area 10) dotting the dry summer months in 'order to rr »himize;potential •adverse impacts it wet weather' conditions. Therefore, we recommend that conszuction on.these moisture- sensitive Tors bc•startcd as sour. as possible, and foundations be completed before the wet fall and winter weather. • . 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone(425) 827 -7777 • Fax 82.1 -4334 • terraCterra- associates.corn •...-V\.� AJJVV I AI 1 14, UUC.I. . June 13, 200: Project No. T•1515.2 • • • Mr. Bill Fowler June 13, 2001 • • • • • • We wi i continue to' work with:you, end• Kzpplei-Architects in dcYcIoping reviewing oic.site conditions during conetriiction. . . ' . • • • We triat presented i sufficient for yOur curren: needs. ad • " i�ot call. . • 1:1;/01. • Mr. John Kipple, kap. ler Architects • - ...._... • ........ site- specific !f, you have • recommendations and in any questions or regiur: W_ UU;J / • • . . ;Project Igo. T- 1515 -2' • Page Tio. 2 • June 27, 2001 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 Development Permit Application Number D01 -152 Fosterview Estates — Lot 40 4295 South 137th Street Dear Mr. Kappler: City of Tukwila Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the swne time and reflected on your drawings. 1 have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accornpany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throueh the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, tat A:Gt_ Brenda Holt Permit Coordinator encl xc: File No. D01 -152 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 200 -- 131 -3670 • Fax: 200 -431 -3065 Fosterview Estates Tukwila, Washington VICINITY MAP SCALE: 1 !NCH = 2,000 FEET RECEIVED CITY OF TUiKWILA 2. 2 2;j PERMIT CENTER poi -tom Lot Address Tax ID # Plan # Main Upr Bsmt Total Gar Cvr'd Base Plan# 1 13602 42n Ave South 261200 -0010 1843b 835 866 162 1863 637 117 82000 -072 2 13608 42n Ave South 261200 -0020 1843a 835 854 162 1849 637 192 B2000-073 3 4202 South 137 St 261200 -0030 2119 964 1 155 0 2119 422 109 B2000 -058 4 4206 South 137 St 261200 -0040 2246 995 1251 950unr 2246 503 139 B2000 -059 5 4210 South 137' S 261200 -0050 2108c 931 1177 906unr 2108 487 38 B2000 -060 6 4214 South 137 St 261200 -0060 2246 995 1251 950unr 2246 503 139 B2000 -059 7 4218 South 13791 261200 -0070 2246 995 1251 950unr 2246 503 139 B2000 -059 8 4222 South 137t St 261200 -0080 2108c 931 1177 906unr 2108 487 38 B2000 -060 9 4226 South 137 St 261200 -0090 2108 931 1177 906unr 2108 487 38 82000 -060 10 4230 South 137`" St 261200 -0100 2246 995 1251 950unr 2246 503 139 B2000 -059 11 4234 South 137 St 261200-0110 2108 931 1177 906unr 2108 487 38 B2000 -060 12 4238 South 137 St 261200 -0120 1568a 715 853 0 1568 450 150 B2000 -061 13 4242 South 137 P lace 261200 -0130 2108 931 1177 906unr 2108 487 38 B2000 -060 14 4246 South 137 Place 261200 -0140 2108 931 1177 906unr 2108 487 38 82000 -060 15 4250 South 137 Place 261200 -0150 2108spc1 931 1177 906unr 2108 487 38 B2000 -060 16 37 P� lacc 4254 South 137 1 11-7 1Z - C - 261200 -0160 2108spcl 17 4258 South 137 Place 261200 -0170 2246 995 1251 950unr 2246 503 139 B2000 -059 18 4262 South 137 Pla`� cc 261200 -0180 2060 927 1133 0 2060 523 124 B2000 -063 19 4266 South 137 Place 261200 -0190 2119 964 1 155 0 2119 422 109 B2000 -058 20 4270 South 137 P� lace - Place 261200 -0200 2060 927 1133 0 2060 523 124 82000 -063 21 13714 43 South 261200 -0210 2119 964 1155 0 2119 422 109 B2000-058 22 13710 43` Place South 261200 -0220 2060 927 1133 0 2060 523 124 B2000 -063 23 13706 43' Place South 261200 -0230 1568a 715 853 0 1568 450 150 B2000 -061 24 13701 43' Place South 261200 -0240 1568b 722 849 0 1571 450 43 B2000 -062 25 13705 Place South 261200 -0250 1843a 835 854 162 1849 637 192 B2000 -073 26 13709 43' Place South 261200 -0260 1843b 835 866 162 1863 637 117 B2000 -072 27 13715 43' Place South 261200 -0270 1843a 835 854 162 1849 637 192 B2000 -073 28 13719 43 Place South 261200 -0280 1843b 835 866 162 1863 637 117 82000 -072 29 13723 43` Place South 261200 -0290 1843b 835 866 162 1863 637 117 B2000 -072 30 13727 43' Place South 13710 42n` South 261200 -0300 261200 -0310 1843a 2060 835 927 854 1133 162 0 1849 2060 637 523 192 124 B2000 -073 B2000 -063 31 32 13714 42" Ave South 261200 -0320 2119 964 1155 0 2119 422 109 B2000 -058 33 13718 42n Ave South 261200 -0330 2060 927 1133 0 2060 523 124 B2000 -063 34 13722 42n Ave South 261200 -0340 2119 964 1155 0 2119 422 109 B2000 -058 35 4275 South 137 Street 261200 -0350 1843a 835 854 162 1849 637 192 B2000 -073 36 4279 South 137 Street 261200 -0360 1843b 835 866 162 1863 637 117 B2000 -072 37 4283 South 137`" Street 261200 -0370 1843a 835 854 162 1849 637 192 B2000 -073 38 4287 South 137 St` reet 261200 -0380 1843b 835 866 162 1863 637 117 B2000 -072 39 4291 South 137'" Street 261200 -0390 1843a 835 854 162 1849 637 192 B2000 -073 40 4295 South 137`" Street 261200 -0400 1843b 835 866 162 1863 637 117 B2000-072 Owner: Dujardin Development Phone #425- 334 -5018 Fax #425- 334 -5041 Agent: Kappler Architect, P.S. Phone #425 -641 -5320 Fax #425 - 641 -5318 FOSTERVIEW ESTATES TUKWILA, WASHINGTON K: \Kaa \98\ 98013 \980138 \Dujardin \Fosterview - Addresses - TaxID - SciFt - Base #.doc RECEIVED CITY OF TUKWILA PERMIT CENTEF? DOCUMENT TITLE(S) (or transactions contained therein) 1, q ry� 4p 12 —' SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: -" N/A 6 ❑ Additional reference #s on_page of document(s) GRANTOR(S) (Last name first, then first name and ►mt►als) DUJARDIN DEVELOPMENT COMPANY, DECLARANT ❑ Additional names on page of document GRANTEE(S) (Last name first, then first name and initials) CHt (`It�UT1tCFT fteINAP has piaced the documeet of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY end accepts no liability tot IN 9�ufft�! r valdlry et ❑ Additional names on page of document LEGAL DESCRIPTION (abbreviated ► e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostoria Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 ❑ Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 432804303101;55230480714=4)034I360.1 See Attached ❑ Assessor Tax # not yet assigned RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 Y \WRDUJARDL'POS ER2NDA N D NO.DOC 1t �I I dl II 1 III! III 1 111 o 2002031 4 CHICAGO TITLE DPC 03/14 // 200 2 F 14'32 KING COUNTY, WA WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65 04) 1 (6 SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, z EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, iu rt iu A PLANNED RESIDENTIAL DEVELOPMENT a UO . 0 . w 11 N u. This Second Amendment to Declaration of Protective Covenants, Resmctions, uj 0 Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Second Amendment ") is made this 1 day of t , 2002 by Dujardin a Development Company, a Washington corporation ("Declarant") v CHICAGO MIE INSURANCE COWAN( has placed the document of W z I" record as a customer courtesy and accepts no liatobty for RECITALS AND DECLARATION tha ac6uracy br validity of w O M8 OQ�t OMAN A Declarant is the developer of the real property and improvements thereon legally o Q �► descnbed in Exhibit A (the "Property"), O ( p rty ), commonly known as the Plat of Fosterview Estates The o .— Property is comprised of all the real property shown on maps recorded with the King County w w o under Recording No 20000505000735, Volume 194, Pages 062 -065 ° iui z B Declarant previously recorded that certain Declaration of Protective Covenants, ezz, e'' Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Declaration ") under King County Recording No 20000505000736 The O o Declaration was previously amended by a First Amendment to the Declaration (the "First Amendment ") recorded under King County Recording No 20000505000737 C As the Development Period (as defined in the Declaration) has not terminated, Declarant under the provisions of the Declaration as previously amended, has the authority to amend and wishes to further amend the provisions of the Declaration as provided herein NOW, THEREFORE, Declarant hereby amends the Declaration as follows 1. Maintenance Responsibilities. The Fosterview Estates Homeowners Association. Section 5 1 of the Declaration is hereby deleted in its entirely and replaced with the following Y %%VP DL'JARDINNFOSTER2NDAMEN D JMO.DOC 2 Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 0 =` P 5 5 1 7. The maintenance of the trails beginning at the cul de sac end of South Z 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be m the best interest of the Owners 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following i w 2 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; o and co o 5.1 2 The maintenance, repair and replacement of the fences around and across N LL w Tracts A and B, and o 5 1 3 The maintenance, repair and replacement of the french drains in the g Common Areas as shown on the Plat Map, and co d w 5 1 4 The mamtenance, repair and replacement of the retaining wall and its associated drainage improvements located along int. ^ th boundaries of Lots 1 and 2, and o r — 5 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract 13 and South 137` o N Street, and w uj w U ce$ 5 1 6. The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along north boundary of Lots 13 and 14 and the z 2. Maintenance Responsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 1 6 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent lot to perform such activities as are reasonably necessary for required Wall Y M1*DUTARDIIrToSTFR2NDAND4 D LW Doc 3 Maintenance, provided the Responsible Owner shall fully restore to substantially its onginal condition any area of the adjacent lot (including, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of nghts under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terns, covenants, conditions and easements set forth m the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (Pnnte Name) Its t ese O le t^ STATE OF WASHINGTON ) °' ) ss. ° COUNTY OF KING ) On this day personally appeared before me t)\o Wetwte, to me known to be the ?tZ.G5 %0S rct' _ of Dujardui Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act of said corporation, for the uses and purposes therem mentioned, and on oath stated that he was authorized to execute the said instrument GIVEN under my hand and official seal this 13 day of ffi , 2002 Y 1 WP CLU ARDIMFOS7ER2NDAMEI LLELIG DOC CI 'ICAO() TITLE tISURANCE COMPANY has placed the document of record es a customer courtesy and accepts no liability for the accuracy or valid* 01 dm document. F oe`--�� (Pent Name) WASO Notary Public in and for the State of Washington, residing at My commission expires 3 -1 S -0 3 4 Y %1VRD WAADZAFOSCER2NDAMEN D MO DOC ExeitTT A LEGAL DESCRIPTION Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. 5 CHICACO T1111 INSURANCE COMPANY has prsccd the document of rec ^rd is a customer courtesy and accepts no habity for the accuracy or vandry of the document. ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200 - 0010 - 4 261200 - 0020 - 02 261200- 0030 00 261200- 0040 - 080 261200- 0050 - 05 261200- 0060 - 03 Let 261200- 0070 01 261200 - 0080 - 09 0 261200- 0090 - 07 261200- 0100 - 05 •- 261200- 0110 - 03 261200- 0120 - 01 261200- 0130 - 09 261200 - 0140 - 07 261200 - 0150 - 04 261200- 0160 02 261200- 0170 - 00 261200- 0180 - 080 261200- 0190 06 261200- 0200 04 Plat of Fosterview Estates Lots 1 through 40 CtitCAL O TITLE INSURA COMPANY has pt-ced the document of record ac a customel courtesy and dcr'pts no liability for tho accuracy or validity of th® doCUmsM, 261200 - 0210 - 02 261200 - 0220 - 00 261200 - 0230 - 08 261200 - 0240 - 06 261200 - 0250 - 03 261200 - 0260 - 01 261200 - 0270 - 09 261200 - 0280 - 07 261200 - 0290 - 05 261200 - 0300 - 03 261200 - 0310 - 01 261200 - 0320 - 04 261200 - 0330 - 07 261200 - 0340 - 05 261200 - 0350 - 02 261200 - 0360 - 00 261200 - 0370 - 08 261200 - 0380 - 06 261200 - 0390 - 04 261200 - 0400 - 02 PERMIT NO.: BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation O 00004 OK to Occupy O 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Stnuct ❑ 00071 Mobile I lomc "fie Down Insp ❑ 00072 Marriage Lines 00090 Rested 00095 Fooling Drains 100 Foundation Footings 0200 Foundation Walls ❑ 00250 Foundation Insulation 00300 Concrete Slab/Slab Insulation ■ 0350 Crawl Space 00400 Shear Wan Nailing 47 ' . - - ' 00450 Plywood Wall Sheathing 4p 0050( Roof Sheathing Nailing AIR 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 0600 Masonry Chimney 00610 Chimney Installation/All Types 00700 Framing 00750 Roof /Ceiling Insulation 00800 Floor Insulation 00801 Wall Insulation ❑_ 0080 Exterior Roof Insulation , . / �q�00803 Glazing Inspection ❑ 00815 Lighting and Controls At 0900 Suspended Ceiling 1(100 Interior Wallboard fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 011.0 Pre -reroof ❑ 01400 Final -fire 01700 Final- 13uilding 0 {900 Final- Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 0.001 Special- Bolts in Concrete ❑ 04001 Special - Mom /Resist Cone Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special-Welding ❑ 0.005 Special -1 ligh- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special - Reinf Gypsum Concrete ❑ 0.008 Special- Insulating Cone Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 0401 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System o ut pta 5-eecivret.4‹. pesm44 - Ce= ys!o& t rre.4co K arc u:5, ti p { 230 ±1',id °i;ak,.z i — l TENANT NAME:"' O. mew CONDITIONS X 0001 No changes to plans unless approved by Bldg Div ❑ 101(1 Special inspection required. notify 131dg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & Tight fixture shall meet lateral bracing ❑ 0013 Partition vans attached to ceiling grid 0014 Readily accessible access to roof mounted equipment 11015 Engineered Truss drawings & calcs shall he on site 0016 Exposed insulation backing material 0017 Subgrade preparation including drainage. excavation nt from roofing contractor verifying fire retardant class of roof (1(119 All constriction to he done in conformance w /approved plans ❑� "No work shall he done in addition to those modifications..." 0002 Plumbing permits shall he ohtained through King Co ❑' (11120 Structural observation shall he provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0(122 Fire retardant treated wood shall have flame spread of (1033 Notify Building Division prior to placing any concrete 0024 All spray applied fireproofing shall he special inspected 0025 All wood to remain in placed concrete shall he treated 0026 All structural masonry shall he special inspected 0027 Validity of Permit Rack storage requires separate permit 11003 Electrical permits ohtained through L & 1 0030 No occupancy of building until final insp by Iildg Div 0032 Remove all weeds, concrete, stone foundations, Ilat concrete ❑ (11)36 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 \VA State Energy Cnde" Contact I'\V Div to obtain insp fi,r water /sewer connect ,\ C oI'0 will he required for this permit Final approval for all 11 w /in the limits of the SC Mall All mechanical work shall be under separate permit All construction noise to he in compliance with 8.2 'IT1C Ventilation is required for all new rooms & spaces All permits, insp records & approved plans available ❑ AU structural concrete shall he special inspected ❑ "Applicant shall obtain a separate plumbing permit from King l'o' ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ Ali structural welding shall he done by \VABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected ❑ 00110 Bolts installed in concrete shall he special inspected ❑ (1(131 Comply with requirements of TIC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co !leak!' Dept. ❑ "Obtain required inspections from appropriate water & sever districts" ❑ "Fuel burning appliances ❑ "Appliances. which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroof ❑ 0035 ❑ 0038 * (J039 00004 0040 x (,10.1 I (1005 0006 0(1(17 Plan Reviewer: Permit Tech: Date: I)ate: r .. r 3 — fl/ 25 � • �� Dili " -+ 1908 DATE: City of Tukwila Department of Public Works James E Morrow, RE., Director PUBLIC WORKS DEPARTMENT COMMENTS July 26, 2001 PROJECT: FOSTERVIEW ESTATES Lots 36, 37, 38, 39 and 40 PERMIT NO: D01 -154, DO1 -161, D01 -159 D01 -160, D01 -152 1. A separate permit is required for retaining walls and its storm drainage system within lots 36 through 40. Applicant shall contact Tukwila Building Department for retaining wall permit requirements. 3. Earthwork quantities shall be adjusted to incorporate land altering changes due to revised location of proposed retaining walls. Steven M. Mullet, Mayor PLAN REVIEWER Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 2. According to the Planning Department, proposed retaining walls are classified as structures and are subject to a 10 ft rear and 5 ft side yard setback requirements. Revise your plans and sections showing the proper retaining wall locations and show setback dimensions. Your grading plan shall be adjusted to reflect new location of the retaining walls. 4. Provide call outs on your plans "Keystone retaining walls and associated wall drainage under a separate permit." 6300 Southcenter Boulevard, Suite 4+100 • Tukwila, Washington 98188 • Phone: 200. 433.0179 • Fax: 206. 431.3605 ex- ..S TERRA, ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 93291 February 20, 2001 Project No. T -1515 -2 Dear Mr. Fowler: picopLie5 7a ALL- LvTS Subject: Plan Review Fosterview Estates, Lot 39 Tukwila, Washington References: 1. Fosterview Estates Summary Report, Geotechnical Issues, prepared by Terra Associates. Inc., dated December 16, 1998 2. Slope Stability Issues, Lots 35 through 40, prepared by Terra Associates, Inc., dated July 29, 1999 As requested, we reviewed architectural plans prepared for Lot 39 of the Fosterview Estates project located in Tukwila. The purpose of our review was to verify that the plans are in conformance with the geotechnical recommendations presented in the referenced reports and to provide additional recommendations, as required. PROJECT DESCRIPTIOiN We reviewed the following plans: / '�r'o : A ac • Sheets P1.0 and P1.3, Architectural Site Plans f y142, ,&4.4.1‹ ealt 44- • Sheets P2.7 and P2.8, Architectural Plans $ &2Ls t9't f (94 f ✓ Q • Sheet P6.9, Site Section for Lot 39 (/ The project plans we reviewed, which were prepared by Kappler Architects, P.S., indicate that a three - level, wood - framed, single - family residence will be constructed on the lot. The main floor, including the entry, will be at Elev. 178.5. The garage level will be at approximately Elev. 166.5. The garage will be constructed with a slab -on -grade floor. To construct the residence, temporary excavations of up to 15 feet will be required to construct the lower garage/basement level. It is not anticipated that significant fills, other than the basement wall backfill, will be placed at any location on the lot. After completion of the foundation walls, excavations will be backfilled with structural fill. A two- tiered Keystone wall is planned along the south property line to create planned finish grades. The Keystone walls will have a maximum height of 4.5 feet. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -433 -1 • terra4)terra- associates.com Revision No. Date Starr Received ! Initials Date Issued Stair I Initials 1 I 1 Summary of Revision: i 1 Received By: Revision No. Date Received Staff Initials Date ! Start I Issued { Initials Revision I Date No. ` Received Staff ! Initials i 1 Date --" Staff Issued Initials 1 Vie3` A - 7 eac , sXs Summary of Revision: V _ ,SETA`XR,s -�� Receive • : Revision No. Date Received Staff Initials Date ! Start I Issued { Initials I I Summary or Revision: • Received By: Revision No. Date j Staff I Received Initials Date ! Staff Issued Initials ' Summary of Revision: Received By: PROJECT NAME: PERM N10 :. z7e / /s2 Site Address: Original Issue Date: REVISION LOG Revision No. Summary or Revision: Date Received Staff Initials Received By: Date Issued rent (please print) • (please print) (please print) (please print) Staff Initials DEPARTMENTS: Buil Division `{L fitig/ (0 45-61 Public Works Complete Comments: Approved ri REVIEWER'S INITIALS: VRR(/1�I1 DOC v.. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -152 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 40 SITE ADDRESS: 4295 SOUTH 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Fire Prevention h(L 5 - z4--'t Structural Incomplete ri Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions l -2 REVIEWER'S INITIALS: Planning Division S -2'1 Permit Coordinator aniermomm DUE DATE: 05 -24 -01 Not Applicable ri I I No further Review Required PERMIT COORD COPY n DATE: DUE DATE 06-21 -01 Not Approved (attach comments) pa) DAT D DUE DATE Not Approved (attach comments) ri DATE: DEPARTMENTS: Building Division P •Iic Wor s ►, DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comrnents: Please Route ACTIVITY NUMBER D01 -152 DATE: 07 -11 -01 PROJECT NAME: FOSTER VIEW ESTATES SITE ADDRESS: 4295 S 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 !� TUES/THURS ROUTING: REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Fire Prevention Structural Incomplete E Structural Review Required Approved 1 Approved with Conditions n wuotfl( Y., n REVIEWER'S INITIALS: Revision # AFTER Permit Is Issued Planning Division C Permit Coordinator DUE DATE: 07 -1 2-01 Not Applicable LI No further Review Required DUE DATE 08-09-01 C n DATE: Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) DATE: COORD PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -152 PROJECT NAME: Fosterview Lot 40 DATE: 10 -29 -01 SITE ADDRESS: SUITE # Original Plan Submittal Response to Incomplete Letter # DEPARTMENTS: Buildirr Al to lu-0( Public W•rks DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Comments: TUES/THURS ROUTING: Please Route 1 Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved n REVIEWER'S INITIALS: '4 CORRECTION DETERMINATION: Approved U'RROUTE.DOC 5/99 Response to Correction Letter # x Fire Prevention i t /C 1Q9V u C Structural REVIEWER'S INITIALS: Revision # j After Permit Is Issued Planning Division O'7'/t( /N Permit Coordinator DUE DATE: 10 -30 -01 Incomplete l___. Not Applicable LI n No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE 11 -27 -01 Approved with Conditions Not Approved (attach comments) Approved with Conditions DATE: DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D01 -152 PROJECT NAME: Fosterview Estates Lot 40 SITE ADDRESS: 4295 S 137 St X DEPARTMENTS: Building Division Public W.rks , Complete Documents/routing slip.doc 2.28 -02 PLAN REVIEW /ROUTING SLIP Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # j X Revision # I After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROUTING: Please Route d Structural Review Required DATE: 04 -19 -02 Planning Division Er Permit N � 4. U r� , Coordinator DUE DATE: 04-23-02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 05-21-02 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: n Permit Center Use Only CORRECTION LETTER MAILED: CJ _ , -v2- Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: ACTIVITY NUMBER: D01 -152 PROJECT NAME: Fosterview Estates Lot 40 SITE ADDRESS: 4295 S 137 St Original Plan Submittal i� Response to Incomplete Letter # Response to Correction Letter # gib Revision # ( After Permit Is Issued DEPARTMENTS: Building Division PLAN REVIEW /ROUTING SLIP Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route d Structural Review Required APPROVALS OR CORRECTIONS: Approved Incomplete ❑ Approved with Conditions ❑ REVIEWER'S INITIALS: DATE: Notation: REVIEWER'S INITIALS: DATE: 05 -24 -02 Planning Division Structural I I Permit Coordinator DUE DATE: 05-28 -02 pit Not Applicable ❑ No further Review Required DUE DATE: 06 -25 -02 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 ACTIVITY NUMBER: D01 -152 PROJECT NAME: Fosterview Estates Lot 40 SITE ADDRESS: 4295 S 137 St DATE: 05 -24 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 2 x. Revision # ( After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ TUES/THURS ROUTING: Please Route g Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2.28-02 0 PLAN REVIEW /ROUTING SLIP Tt J1 5 Fire Prevention Structural Incomplete ❑ ❑ Planning Division Permit Coordinator DUE DATE: 05 -28-02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required ❑ DATE: 6/ZSf 0 a APPROVALS OR CORRECTIONS: 1 DUE DATE: 06-25 -02 Q vrt om A4- LP} Fte. rue, 'S t Pop- ft.S s JAKA Approved Approved with Conditions ❑ Not Approved (attach c ❑ Notation: 114 Uott4 KIWIS iv be II4se 4ed 'b . &t. a Q . I o REVIEWER'S INITIALS: J 3 DATE: 5lZ8102- Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ev4011 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -152 PROJECT NAME: Fosterview Estates Lot 40 SITE ADDRESS: 4295 S 137 St Original Plan Submittal Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works Response to Correction Letter # 1 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete E Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved C Notation: Documents/routing st ip.doc 2-28-02 Incomplete C Revision # 1 After Permit Is Issued n DATE: 04 -19 -02 Planning Division Permit Coordinator DUE DATE: 04 -23-02 Not Applicable ❑ No further Review Required DATE: G w DUE DATE: 05-21-02 Approved with Conditions n Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -152 PROJECT NAME: Fosterview Estates Lot 40 SITE ADDRESS: 4295 S 137 St Original Plan Submittal Response to Incomplete Letter # K DEPARTMENTS: Building Division Public Works Complete ❑ Response to Correction Letter # I Revision # I After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved LI Notation: REVIEWER'S INITIALS: S5 Documents/routing slip.doc I -28 -02 PLAN REVIEW /ROUTING SLIP Structural Incomplete Structur, I Revie w Required i OA/ Fire Prevention 11 n ❑ DUE DATE: 04 -23-02 Not Applicable ❑ No further Review R DATE: DATE: 04 -19 -02 Planning Division Permit Coordinator ❑ DUE DATE: 05 -21 -02 Approved with Conditions n Not Approved (attach comments) DATE: 5-2o-oz Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Building Division Public Works Complete REVIEWER'S INITIAL REVIEWER'S INITIALS: Approved PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -152 DATE: 07 -11 -01 PROJECT NAME: FOSTER VIEW ESTATES SITE ADDRESS: 4295 S 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # AFTER Permit Is Issued CORRECTION DETERMINATION: Fire Prevention n Planning Division Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions C REVIEWER'S INITIALS: Permit Coordinator C n DUE DATE: 07 -1 2-01 Not Applicable F TUES /THURS ROUTING: Please Route Structural Review Required LI No further Review Required n DATE: n, l . U ( DUE DATE 08-09 -01 Not Approved (attach comments) ri DATE: 7/3// DUE DATE Approved with Conditions ri Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Works Comments: ACTIVITY NUMBER D01 -152 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 40 SITE ADDRESS: 4295 SOUTH 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # __ Response to Correction Letter # Revision it _ AFTER Permit Is Issued Complete Incomplete Fi Not Applicable DETERMINATION OF COMPLETENESS: (Tues., Thurs.) • TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved PLAN REVIEW /ROUTING SLIP Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved it Condition REVIEWER'S INITIALS: li1L/ti CORRECTION DETERMINATION: Approved with Conditions Fire Prevention n Planning Division Structural e r O e . { r a k e ' - to c Li re-4 N I ta[a{ Y' 1(5 J REVIEWER'S INITIALS: Permit Coordinator DUE DATE: 05 -24-01 No further Review Rgquire DATE: 5 DUE DATE 06 -21 -01 C AIMMININIIIIIII Not Approved (atta h corn ents) ( l DATE: DUE DATE Not Approved (attach comments) DATE: NMI ACTIVITY NUMBER: D01 -152 DATE: 10 -29 -01 PROJECT NAME: Fosterview Lot 40 SITE ADDRESS: SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ X Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works INIIIIIIMINIF 111•111111111•11111111111111111111111•111. DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete M Comments: TUES /THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP I C C REVIEWER'S INITIALS: Approved n REVIEWER'S INITIALS: CORRECTION DETERMINATION: \PRROUTE.DOC 5/99 Fire Prevention Structural Incomplete LI C Planning Division Permit Coordinator DUE DATE: 10-30-01 DATE: I L)/2:t', /_ rsi n Not Applicable n Structural Review Required n No further Review Required APPROVALS OR CORRECTIONS: (4 weeks) DUE DATE 11 -27 -01 Approved with Conditions n Not Approved (attach comments) M t�l l -� DATE: ) I /2I v DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) Li REVIEWER'S INITIALS: DATE: C: \No ra's_Fi les \LETTERS \FV vards. DOC PLANNING DIVISION COMMENTS DATE: November 2, 2001 PROJECT NAME: Fosterview Estates PLAN CHECK NO.: D01-152 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions w regarding the following comments. N u. w 1. The revision to the rear yard retaining wall is not approved. The previously approved design created more pleasant and usable yards and was closer to the design shown at 3 final plat approval. co d w n o § C w 0 .Z Z ACTIVITY NUMBER: D01 -152 DATE: 10 -29 -01 PROJECT NAME: Fosterview Lot 40 SITE ADDRESS: SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # I After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete LI Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP C Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri Approved n Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: X ; L -('Q.1 C rl Planning Division Permit Coordinator DUE DATE: 1 0-30-01 Not Applicable DATE: 1 3 DUE DATE 11 -27 -01 C C TUES/THURS ROUTING: Please Route Structural Review Required ( No further Review Required n Not Approved (attach comments) g DATE: (I -- 1" (') - 1111111•1111..011. DUE DATE Not Approved (attach comments) DATE: Ar Complete ri Please Route ACTIVITY NUMBER D01 -152 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 40 SITE ADDRESS: 4295 SOUTH 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP C C n REVIEWER'S INITIALS: TUES /THURS ROUTING: DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: Structural Incomplete Fi APPROVALS OR CORRECTIONS: (ten days) Structural Revi w Required LI No further Review equired r fi/i 7) DATE: 0 i Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: Fire Prevention lej Planning Division Permit Coordinator DUE DATE: 05-24-01 Not Applicable LI DUE DATE 06 -21 -01 n n DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division Public Works Complete Comments: L.LA- PtoG �Y PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -152 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 40 SITE ADDRESS: 4295 SOUTH 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter to Correction Letter # Revision it _ AFTER Permit Is Issued n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route C Structural Review Required REVIEWER'S INITIALS: A_I APPROVALS OR CORRECTIONS: (ten days) Approved n Fire Prevention CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: vwroutt tX)C n n n n Planning Division Permit Coordinator • DUE DATE: 05-24-01 No further Review Required DATE: S /Z4 DUE DATE 06-21 -01 DUE DATE Not Applicable Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Works Complete E Comments: Y9iourI Ixx t•n C [Pi PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -152 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 40 SITE ADDRESS: 4295 SOUTH 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ AFTER Permit Is Issued APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES /THURS ROUTING: Please Route E Review Required REVIEWER'S INIT CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: n Planning Division Permit Coordinator DUE DATE: 05-24-01 Not Applicable C No further Review Required DATE: c3S = a l-1-( J/ DUE DATE 06 -21 -01 -- 1 n Approved n Approved with Conditions n Not Approved (attach comments) g DATE: 6- X '©/ DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -152 DATE: 10 -29 -01 PROJECT NAME: Fosterview Lot 40 SITE ADDRESS: SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # f After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Approved \PRROUTE.000 5/99 PLAN REVIEW /ROUTING SLIP C REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUES /THURS ROUTING: Please Route C Structural R iew Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions n CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: n c n Planning Division Permit Coordinator DUE DATE: 10-30-01 Not Applicable n No further Review Required DATE: DUE DATE 11 -27 -01 Not Approved (attac DATE: corn ents) n n AMIN ACTIVITY NUMBER: D01 - 152 DATE: 10 - - PROJECT NAME: Fosterview Lot 40 SITE ADDRESS: SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP 0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete U Comments: Structural Incomplete n TUES /THURS ROUTING: Please Route C ru _tu I Review Required ri No further Review Required REVIEWER'S INITIALS: L C ZSE APPROVALS OR CORRECTIONS: (4 weeks) Approved n CORRECTION DETERMINATION: Approved I Approved with Conditions WRROUTE.000 5/99 Fire Prevention Xj Planning Division C Permit Coordinator n DUE DATE: 10-30-01 Not Applicable LI DATE: i 0(3oj 0) DUE DATE 11 -27 -01 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: I I REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) DATE: Date: 7 -1-o/ ❑ Response to Incomplete Letter R Response to Correction Letter # / ❑ Revision T after Permit is Issued Contact Person: City of Tukwila - Department �f Community Development - Permit Center 6300 Soutthce:lter Blvd, Suite.100 Tukwila, WA 93133 (206)431-3670 Revision submittals must be submirted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Name: gST� 1e u( . Cg1 97c5. Project Address: '/2 I5" 5 /37 55 Plan Check/PermitNumber: rjc, / — /5& Phone Number. Summary of Revision: ? kcY'.n t C s�►GL ; ,tits R w p eope y or Zero" o‘irlio o ' comurere itcTnauisue. w4U6 ?HC R'6 G - - kr 0 t,T' s 4>a33.0s _ w IW ; A- >b rattotA)6 *Mr 4co fre.#101494 Xre -caul E7ubATrous QF Z,s: �LopE Received at the City Tukwila Permit Center bv: Entered in Sierra on • ' k!1 C't P2. Sheet Number(s): rho - P . 'G• "Cloud" or highlight all areas of revision including date of revision qt- Toki ILA 2001 osr_•oiao c w 00 co 0 co UJ CO w 0 w� D. a z H O w z v F 0 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite .100 Tukwila, WA 93133' (206)43 1 -3670 • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /D -ZZ.O/ ❑ Response to Incomplete Letter ❑ Response to Correction Letter # Revision # I after Permit is Issued Plan Check/Permit Number: VDT - /0- Project Name: AneV aiN/ 5r,1T Project Address: •P Contact Person: Phone Number. Summary of Revision: Sheet Number(s): ,Po .a ,� 9 RA/ "Cloud" or highlight all areas of rivision ihc!uding date of revision Received at the City of Tukwila Permit Center by: Jca/J. Q Entered in Sierra on HECEIVED r.'1Ty F T(j Rnrr' CENTER osr30 /OO Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, f,=, etc. . Date: /6 /2 Contact Person. Summary of Revision: ❑ Response to Incomplete Letter R l a Response to Correction Letter # 1 Revision T I it after Permit is Issued Sheer. Number(s): Ciry of Tukwila Department of Communiry Development - Permit Center 6300 Soctthcaater Blvd, Suite.100 Tuc iia, WA 98133 (206)431-3670 • Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on u v0 Z Plan Check/Permit Number: /7/2/— /' Z Project Name: 1 . £ , 1p71_ � • Project Address: yZ95" . S. 1; 5 l . , •. C. • Az..---5%-d7 44,42.1, A* -71/7,-a 47, 1�/ �1 �i/ iry 1 , /vf / aL' oz ; . - 1 7-02) "Cloud" or highlight all areas of revision including date of revision A osrWOO Revision subnnittals must be submitted in person at the Permit Curter. Revisions will not be accepted through the mail, far, etc. Date: t7 Z "[_—O e2, Response to Incomplete Letter # ® Response to Correction Letter # 2 Revision # 1 after Permit is issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Project Name: FOSTERVIEW ESTATES — LOT 40 Project Address: 4295 South 137 Street Contact Person: John Kappler Summary of Revision: Plan Check /Permit Number: DO 1 -152 Phone Nurnbe4 & 4'( S2 cluri-AcaQlovis taiv (7 2tV2 ;\AO/blo - owl c,CCUAnh P'vuP'i/ [L Entered in Sierra on b 1 "1 Lt -'C 4> Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 05/21/02 OWner.Information: .'Agent/Cbntact Person: Name: OUl.`� CQJ( Name: K 1ex` 4rCiviev("' Address: Address: Phone: �o �J3 1 P hone: s This certificate is for the purposes of: 3 Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial/Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): 5 /$ X 3 l4 11 0 A Q L t' _ Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): L. fil■ .r Ds 1 Rc. . la Owner /Agent Signature: Date: CITY OF 'JKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability R PROJECT #: {e S rVia) S Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach mail and legal Description showing hydrant location and size of main): 95 X52 - 7 / 3 t PART B: (To be completed by water utility. district) • The proposed project is located within I L>. kit-01 (Ct. )L,1 The improvements required to upgrade the water system to bring it I o compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based the improvements listed above, water can be provided and will be available at the site with a flow of gpm at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. I hereby certify that the above information is true and correct. A•enc /Phone , 0(t) PART C: To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above Use separate sheet if more room is needed) Agency /Phone WTRAVAILDOC 6/5/96 B By (City/County) H -11 a Date RECEIVED CITY OF TtIKWILA 7 PERMIT CENTER Date .1 111min E ..“ ... 7 11 II I 1 .11■41 Side Elevation LU m Rear Elevation Side Elevation m tm ice — =III �■ .� ❑ ■ 1 U■■ rill 1 ''lll ■ i 1■•in nitnn inns llrl 11 1 .. H. NE 1,�I il ■■ ■■ �'� �1111�,� 1111 I�1 I1.11 1 I11101111 ■1 ■111. 1 1 11111111 II111Ii 1IuIII/III■IIII11r11 1111111111 II 1I I111I11111111lL I/ 1111 ■1111►, ■,L __ - -- _-•--- ■____ __ _�_ -- II • 111111.11 mu _ Im�li [�I1V11III111II/Iu1111HI11 01111 11 1 1 11 "� \ I�11111 ► � 11111111h. iil1111111i= X 11 I 1 j It I 11 HILl�-ll =jj� 1i1��G W' I SITE SPECIFIC FOR LOT 40 DUJAR DI N PLAN #1843B FOSTERVIEW ESTATES D J Storage Garage 18'5"x2510' coraveHr UIWUBUswo WOISC KAPPIER ASSOCIATES ARCHITECTS A Office 11'0'x9'9' Lower Floor Plan 1 ( Kitchen Porch 19'6'x6'0' Patio COPYRIGHT ummust® mica 32' -0" ASSOCIATES ARpGIECI8 Family 144'x12' ' Main Floor Plan • SQUARE FOOTAGE MAIN FLOOR 835 SF UPPER FLOOR 866 SF BASEMENT 162 SF TOTAL 1863 SF GARAGE 637 SF DECK / PATIO 117 SF SQUARE FOOTAGE I5 MEASURED TO THE OUTSIDE FACE OF WALLS_ STAIRS ARE COIMED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED N CALCULATIONS_ CORREC is LTR # Fil F COPY REViSrONS NO CHANGE'S SHALL SE WC TO O,PE ®F ANGRK WITHOUT F . r ; "I'D AL OF TUKWILA BUILDING G6 Prise REVISIONS WILL REQUIRE A NEW RAN SUE.. PINY RE+ EW F �� A:O WAY INSLUD£ =MORAL DRAWING INDEX Al. CODE NOTES A2.1 FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS DL STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2, LATERAL DETAILS S3. LATERAL WALL SCHEDULE ITON13'7' ©oorrwaxr uwaw®WO KAPPUHt AHCI■IBCf8 P8 I■C I1 1'II - T'f f 11 1111.11. b I understand that the Ran Check approvers are sutijact to erors and omissions and apprevaf of plans does not authorize the Violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved puns acknowiedred.. m o REVISION o Doi isa Upper Floor Plan APR i 9 "ZOO? 9908326 rn E4 6 El LT FLI w 3 FX CO Z d • a a CS no Co • 0C\ rn "Fr mot_ v ° CD W P C Q U)I S 3 C iffLE 408 NO 9908326 1 1 SHEET COVER SHEET J S 8723'26' E 61.99' S 8723'26' E 175.44' T ♦ /'1 T I RAC 35 DESIGNED DRAVN BLE /DJB or 0, , 37 FIN. FLOOR 0 REAR ENTRY =187.4 I L_ it h — De' to 7 5'35'11' Tan 1 1 55.87' _ 6°2 L - 265 .1 7' FIN. FLOOR ® REAR ENTRY =183.6 38 Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc 750 Sixth Street South K rklantl, WA 98033 STN S TRE / S. 13 .5~ E 55-S S FOSTERVIEW ESTATES. e TE MARCH 8TH, 2002 SCALE 40 RN. FLOOR 0 REAR ENTRY =174.0 SURVEY IEMI DJB /YLA JO NOTES: LEGEND D i 11 !!!!!5 � ' I � AV 3 - M� j GRAPHIC SCALE ( IN FEET 5 PROPERTY DESCRIPTION: LOTS 36 THROGH 40, PLAT OF FOSTERVIEW ESTATES AS RECORDED IN VOLUME 194 OF PLATS, PAGES 62 THROUG 65 INCLUSIVE, RECORDS OF KING COUNTY, WASHINGTON. • FOUND CASED MONUMENT CENTER. LINES PROPERTY ONES RIGHT —OF —WAY LINES DATUM_ BASED ON ELEVATIONS PROVIDED BY R.L. McDUFFY ASSOC. THE CONTOURS Sc SLOPE INFORMATION SHOWN OVER LOTS 36 — 40 IS BASED ON FIELD OBSERVATIONS TAKEN FEBRUARY 22ND, 2002. THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD. THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY IS A 2" GEODIMETER 600 SERIES TOTAL STATION. ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED TO AND ADJUSTED AGAINST A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE PREVIOUS 12 MONTHS. SURVEY ACCURACY MEETS OR EXCEEDS W.A.C. 332 -130 -090. rXEC.E,V;ED CITY OF TU'KXVjLr. APR 1 9 2002 PERMIT CENTER PORTION OF: SW 1/4, NE 1/4, SEC. 15, T. 23 N., R. 4 E., W.M. LIMITED TOPOGRAPHIC SURVEY FOR 20 PROJECT NO. 99606.10 AREA LOT # PHASE LOT I 1 LOT2 A LOT 3 LOT 4 6 LOT 5 C LOT 6 LOT 7 2 LOT8 B 7 LOT 9 D LOT 10 LOT 11 LOT 12 8 LOT 13 A LOT 14 3 LOT 15 A LOT 16 9 LOT 17 C LOT 18 4 LOTI9 C 10 LOT 20 0 AREA LOT# PHASE LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 C LOT 2E LOT 27 LOT 28 7 LOT 29 D LOT 30 LOT 31 LOT 32 8 LOT 33 A LOT 34 LOT 35 LOT 36 9 LOT 37 C LOT 38 LOT 39 10 LOT 40 0 CONDITIONS 1. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR FOOTINGS, FOUNDATIONS, ETC. MUST BE ACCOMPUSHED IN ACCORDANCE WITH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE. HOUSE DEVELOPMENT PLAN AREA/PHASE KEY 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4_ THESE GEOTECHNICAL RECOMMENDATION6 ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF 7HE S/NGLF FAMILY HOME PERMITS; ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMMENDATIONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS. B. CONSTRUCTION AREA AND PHASE M1TIGA770N MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS, FOOTINGS, AND 'FLOOR 'SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE "UPPER PORTION" (SOUTH END) OF EACH LOT WILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINATION OF 2.5: 1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF THE LOTS WILL HAVE THEIR SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT,' 11-IESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GROUPED IN PHASES, THAT THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS, AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 -00I8 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE 70 BE SUBMITTED TO THE CITY AND TO INCLUDE: A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES a IMPLEMENTATIONS OF FOOTINGS, FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS. C. BACK FILL AND PREPARATION OF IMPLEMENTATION TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS a THE GEOTECNNICAL ENGINEER. IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPUSHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS 9. EACH OWNER IN IS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSItHWEW ESTATES; AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS AGENTS AND EMPLOYEES FROM ALL CLAIMS ACTIONS CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT; PROVIDED, THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS ACTIONS CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS AGENTS AND EMPLOYEES. CITY OF SEATTLE UTILITY EASEMENT P.M. #230415 -1 -011 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED ID AS GRANTEE), ITS SUCCESSORS AND ASSIGNS THE RIGHT, PRIVILEGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT, ALTER MPROM REPAIR, ENERGIZE OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FAp11TES 7RANSFORW RS, DUCTS VAULTS MANHOLES CARNETS CONTAINERS CONDUITS WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCES 70 MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS OVER UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING STATE OF WASHINGTON, TO MT; THOSE AREAS HEREIN RIM THE PLAT OF FOSTERNEW ESTATES DESIGNATED AS 'UIIUTY EASEMENTS AND /OR ACLS AND UTILITY EASEMENTS TOGETHER WITH THE RIGHT AT ALL TIMES TO THE GRANTEE ITS SUCCESSORS AND ASSIGNS OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING CONSTRUCTING, RECONSTRUCTING REPAIRING RENEWING, ALTERING CHANGING, PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS ALSO THE RIGHT TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS, AT ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR CROWING UPON SAID LANDS OR ADJACENT LANDS WHICH. IN THE OPINION OF THE GRANTEE, INTERFERE WIT14 THE MAINTENANCE OR OPERATION OF THE SYSTEM OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACILITIES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES MU. BE PERMITTED WITHIN FIFTY - (50) FEET OF SAID LINES AND APPURTENANCES THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW, FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. 7HE RIGHTS' TIRE PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL CONTINUE AND BE IN FORCE UNTIL SUCH TIME AS THE GRANTEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES, WARES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM, AT WHICH TIME ALL SUCH RIGHTS, TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. OPEN SPACE EASEMENT LINE TABLE 09 EL10 EL11 0.12 0.13 EL14 EL15 0.16 EL17 Elie LINE- I DIRECTION I DISTANCE ELI.... - N895954 'W 40.25' EL2 NO039045 10.13' EL3 N8959 54'W 58.26' EL4 N7341'171W 102.70' EL5 N7341'17'W 2.62' EL6 N1936'345 4.56' 0.7 N8778'54E. 51.21' EL8 N09V7'325 7244 N5770'045 27.23 N8373'465 29.05 Nf37557E 2255 N893614"W 46.42 N14139365 35.05' N8876'09'W 47.06' N8876'09'W 5.12' N1653'055 32.00' N2120'45' N82•023'W 14.86' 0.19 N72 20.92' EL20 N52172:47'W 3209' EL21 N52V2471W 2592' 0.22 N897056"W 26.97' EL23 N897056"W 24.39' 024 N89705616 16.55' 0.25 N60'4136 E 52.67 026 N00•0'00E 9.61 EL27 N897056'W 3340 EL28 S7539145 45.91 EL29 N8612'395 2242' EL30 N193854'W 3871' EL31 N3255'12'W 3344' E432 N85 57' 4 9.06 EL33 N5137355 1582 0.34 NOW45'045 22.04' EL35 N4/VB'35'W . 2268' 0.36 NO252'4616 21.13 EL37 N6453'4116 60.03 EL38 NO232 46'W 19.88 0.39 N38'05'345 2366 0.40 N645.3'4116 41.66 0.41 N38'5345 16.16 0.42 N7479'41E 26.99 0.43 NO356'32'W 31.75' 0.44 N3659325 2595' 0.45 N0879'49 E 15.18' 0.46 N26354216 1493' EL47 NO24434E 17.08' 0.48 N35'05115 21.05' ELs9. N2242405 16.28' 050 - N87487816 20.74' -2551_ N87487816 10.83' 0.52 N87482816 2.57' 0.53 N0137'435 50.00' 0.54 N35573716 74.34' 0.55 55357'155 .80.93' OPEN SPACE EASEMENT CURVE TABLE CURVE I RADIUS I LENGTH I DELTA ECf 5311' 57.93' 6279'43" EC2 47.00' 17.23' 205952' EC3 3327' 36.25' 627518' EC4 20.00': 49.81' 142'4151 FOSTERVIEW ESTATES A REPLAT OF A PORTION OF TRACT 6Z RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL. 2 AND GL. 3 AND THE SW 1/4 OF THE NE 1/4' OF SECTION 15, T. 23. N., R. 4 E., W.M.' CITY OF TUKWILA, KING COUNTY,' WASHINGTON /JIM R.L. McDUFFY & ASSOCIATES, INC. LAND USE CONSULTANTS ENGINEERS a SURVEYORS a PLANNERS a MANAGEMENT 3605 LISBYAWNIIE EIERET4 WASHINGTON 98201 (425) 258 -4438 FAX (425) 258-1616 DATE 2/7/00 050 BY KMT JOB NO. 96089 SHT 4 OF LOT # P PHASE P PLAN P PORCH A AREA L LOT # P PHASE1 PLAN j ITN A AREA LOT 1 1 1843B X X L 1 L LOT 21 2 2119 5 LOT 2 A A 1 1843A X X 1 LOT 22 B B j 2 2060 { 5 LOT 3 2 2119 L LOT 23 1 1 1 1568A LOT 4 2 2246 L LOT 24 1 1568B i 6 LOT 5 2 B 2 2108 X X L 2 . LOT 25 C C 1 1843A i LOT 6 2 2246 L LOT 26 1 1843B LOT 7 2 2246 L LOT 27 1 1843A 7 LOT 8 B 2108 x x 2 . LOT 28 i i 1 1843B LOT 9 2 2108 L LOT 29 D D ! 1 1843B 7 LOT 10 2 2246 L LOT 30 1 1843A LOT 11 2 2108 L LOT 31 2 2060 LOT 12 1 1568A L LOT 32 2 2119 8 LOT 13 2 A M 2246 L 3 L LOT 33 , A A 1 2 2060 8 LOT 14 2 2108 L LOT 34 2 2119 LOT 15 A MOIIYF. (I) 3 LOT 35 1 1843B 9 LOT 16 2 2108 (2) L LOT 36 1 1843A LOT 17 2 2246 L LOT 37 C 1 1843B 9 LOT 18 2 C 2 2060 L 4 L LOT 38 1 1843A LOT 19 C 2119 4 LOT 39 ! ! 1 1843B LOT 20 2 2060 L LOT 40 D D 1 1843A 1 10 DOME PLAN MATRIX & SCHEDULE • ;' %';', PHASE B 1568A 1568B 1843A 1843B 2060 2108 2246 2119 V v v v v v v v v v v v v, v v v v v'V V v V V V V , V VV vvvvv vJwv vvvvv v vv vvvvv vvv Jiv vvvvv vv . vv v v vvv.vv� AREAS LOT BASIS. MATE UCTION DETO Y, ONSUff PER D G 'D D G 25i ER CONCREMOR PO IPE PROBL)1 S EIR SINGiLi,E HNICHIL EOTECHN1 AL ED IN PHASE A PHASE KEY PHASE C vvv v vvv PHASE D vvvvv vvvv vvvvv v vvv PL R CONDITIONS I. CONSTRUCTION OF IND FOOTINGS, FOUNDATIO IN ACCORDANCE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPM AREAS. EACH AREA IS TO B CORRESPONDING CON 3. THE CONSTRUCTION AREAS S PER THE GEOTECHNICAL OF TERRA ASSOCIATES OR AN ENGINEERING FIRM AS APPROVED BY 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMITTAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY IN CONSTRUCTION PHASES 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR A. TEMPORARY EXCAVATION RECO AREA TO ALLOW FOR THE INSTAL FOOTINGS, FOUNDATIONS AND FLOORS R CONSTRUCTION AREA AND PHASE MM FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSTURC TON C GEOTECHNICAL RE EMEN13NEEDEDTOALLOW TATION OE ADJACENT HOME DEPEWPM®U D. CONSTRUCTION DESIGN PARAMETERS ON A LOT B E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE SHALL BE OVER EXCAVATED DURING CON FOUNDATIONS, FOOTINGS, AND FLOOR SLABS. ME WILL BELDHIED EXCAVATION AND REMOVAL OF SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE ON THE (SOUTH END) OF EACH LOT WILL BE FLA LOT DEVELOPMENT OT ACHIEVE AN INCLINA IONO ACCEPTABLE OPTION IS TO PROVIDE A MECHANICALLY STABH,IZED RETAINING WALL THE (NORTH END) OF THE LOTS WILL HAVE THEIR S CORRECTED DURING LOT DEVELOPMENT. G THE APPLICANT IS TO INCLUDE, AS PART OF FAMILY RESIDENCE PERMIT, THESE GE RECOMMENDATIONS AS WELL AS A LETTER FROM THE ENGINEER TEAT CERTIFIES ON A LOT BY LIE ORO E. THAT THE HOM FOOTING AND FOUNDA ON DESI ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECO MENDATIIINS. 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGIN IS TO ONSEI)VE THE IMPLEMENTATION OF THE HOUSE DEVELOPME PLAN. ARE TO BE SUBMITTED TO THE CITY OF WILA TO ADDRESS A. TEMPORARY EXCAVATION OF CONSTRUCT' MITIGATION MEASURES B. VERIFICATION OF FOOTING, FOUNDATION, AND FLOOR SLAB INSTALLATION METHODS D D AY PLACEMENTS ACCORDING TO GEOTECHNICAL MMENDATI NS C. VERIFICATION OF BACK FILL AND PREPARATION FO CONSIRU ON IN ADJACENT HOME DEVELOPMENT CONSTR CPTON AREAS ACCORDING TO GEOTECHNICAL RECOMMENDATI NS THE GEOTECHNICAL ENGINEER IS TO PROVIDE C RTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED TRACT "A" PRal9i7YLAE' (TRACT EDY) OME DEVELOPMENT PLAN kA, KEY PLAN CITY L-1 160 SHEET m • m co Lo U 0 Q • W X c • 0 LL co 0 �fo z ▪ L o co • o p Q mN Q co w cT TITLE JOB NO. 9901321 LOT # PHASE PLAN PORCH AREA LOT # PHASE PLAN PORCH AREA LOT 1 ! 1843B X LOT 21 , B 2119 5 LOT 2 A 1843A X 1 LOT 22 i 2060 LOT 3 2119 LOT 23 1568A LOT 4 2246 LOT 24 I 1568E 6 LOT 5, B 2108 X 2 LOT 25 C 1843A LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 D 1843A 7 LOT 8 2108 x LOT 28 1843B LOT 9 I 2108 LOT 29 1843B LOT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 8 LOT 13 A 2246 3 LOT 33 A 2060 LOT 14 2108 LOT 34 2119 LOT 15 MO (1) LOT 35 C 1843B 9 LOT 16 210& MOD'AD (2) LOT 36 1843A LOT 17 2246 LOT 37 1843B LOT 18 2060 4 LOT 38 1843A LOT 19 C 2119 LOT 39 1843B LOT 20 2060 LOT 40 D I 1843A 10 HEO E PLAN MATRIX & SCHEDULE NOTE: 1. FOR EROSION CONTROL EXISTING SILT FENCE (AS SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. 1568B 1843B 2060 2108 2246 2119 (TRACT ROY) TRACT "B" r,. v4%. /2,-0741,-17701 �i !%f% ; �u� ,f V • ' ff A 7f ��r�.s� /.,'r.,•�,� TRACT 0 1 A S , �,� j „// % ' OME DEVELOPMENT PLAN DETAIL t 11TLE JOB NO.. 9801321 I LOT # LOT 1 LOT 4 LOT 5 LOT 6 1 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 A LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 TRACT "A" OME DEVELOPMENT PLAN DETAIL/ NOTE: 1. FOR EROSION CONTROL 'EXISTING SILT FENCE (AS SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. PHASE PLAN 1843B LOT 2 A 1843A LOT 3 2119 2246 2108 2246 1 2246 B i 2108 2108 2246 2108 1568A 2108 2108 2108 MOD'F.D (1) 2108 MOD'FD (2) 2246 2060 2119 sN N . MOD'F.D PORCH X X AREA 2 LOT # PHASE LOT 21 LOT 22 LOT 23 LOT 24 LOT 26 LOT 27 B LOT 25 C PLAN 2119 2060 1568A 1568B 1843A 1843B I 1843A MOD' RD PORCH AREA 5- 6 LOT 28 LOT 29 I D LOT 30 1 LOT 31 LOT 32 LOT 33 LOT 34 1 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39'� 2060 1843B 1843B 1843A 2060 2119 A 1 2060 2119 1843B 1843A C 1843B 1843A 1843B (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) 7 8 2060 LOT 40 D 1843A 10 HOME. PLAN MATRIX & SCHEDULE ■ PH&E KEY PLAN 80 160 40' z a E rA Ra E4 V U TITLE JOB NO.: 9807321 SHEET P 1.4 CIN Or TIII<�tiIW SOUTHGATE PARK Lx umNY POLE 75" NALNE 116L74170N SUFFER UTILITY POI ROCKERY GRADING AND STREET PLAN PER CIVIL FINAL GRADING PLAN SHEET CO31 �7� IX caw MILL EX COY POLE - SCALE 1:40 7ELE TE STEPS A5.0 NEW 5' CONC. WALK NEW S' ASPN. WALK 1-37W-STREET SEE SHEET A5.0 FOR SITE 5TEP I FORIAn0N R/ SHEET P CUT & FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS, CRAWLSPACES, THE AREA UNDER THE GARAGES, BACKFILL FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OUT. ADJACENT TO LOT WITHIN R.O.W. 290 N/A N/A 227 N/A I N/A 235 N/A I N/A 11 6U 150 N/A N/A f 26 449 12 87 30 N/A N/A 27 I 551 13 193 I 28 I 647 14 41 150 N/A N/A 29 I 424 15 45 150 N/A N/A 30 381 18 76 36 N/A N/A 133 I 38 122 0 66 19 I 108 30 N/A N/A 134 I 35 37 3 7 20 ! 140 25 N/A I N/A 35 I 596 40 N/A N/A raiz a_ ONA/NACiESNTI • TRACT "A" SOUTHGATE PARK Y -- IPEO£37RIN AND PUBIX (/T$TTYI - A.87,1T I I TD PR/YAIE .YQER fSIT r GRADE ^COMPARISION EX IPOCYERY EX COVa IOW IX GUY FOIE DRAMA( EWT I5a TELE STEPS A5ID NEW 5' CGWC. WALK NEW 5" ASPK WALK § 137TH STREET SEE SWET A50 FOR sRE STEP RFORIATICN TITLE SHEET JOB NO poor. PL CUT & FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS, CRAWLSPACES, THE AREA UNDER THE GARAGES. BACK FILL FOR FOUNDATION, ANO AROUND SITE WITHIN PROPERTY LINES:. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OUT. TOTAL TOTAL ADJACENT TO LOT LOT CUT FILL WITHIN R.O.W. �� `� CUT FILL 01 348 133 0 0 02 177 266 N/A N/A 03 35 37 0 4 04 60 114 N/A N/A 05 N/A N/A 06 N/A N/A 07 N/A N/A 08 N/A N/A 09 N/A N/A LOT TOTAL TOTAL ADJACENT TO LOT WITHIN R.O.W. 10 N/A N/A CUT FILL CUT FILL 11 N/A N/A 26 12 N/A N/A 27 13 193 30 N/A N/A 28 N/A N/A 14 41 150 N/A N/A 29 N/A N/A 15 45 150 N/A N/A 30 N/A N/A 16 45 85 N/A N/A 31 N/A N/A 17 56 36 N/A N/A 32 35 81 0 83 18 N/A N/A 33 38 122 0 66 19 N/A N/A 34 35 37 3 7 20 N/A N/A 35 N/A N/A 21 N/A N/A 36 N/A N/A 22 N/A N/A 37 N/A N/A 23 N/A N/A 38 N/A N/A 24 39 N/A N/A 25 40 N/A N/A SOUTHGATE PARK PEDESTR /AN AND PU@'/C UAVTYEASAMENT lam AND PITBL/C UAUTYEASE]/LNT 'LTTY POLE f70"PRWAT£ �ORAquACf E51IT GRADE COMPARISION ROCYlERY ET CAYC WALL EA: GY/YPOLE A?AWATO•PU% /C I� LF ES✓.' TRACT "A"/ " FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT 20 40 60 80 SCALE 1:40 IS Z 160 Y POLE TELE - - -- -- -- •- -•- -• - --- -- RA t . ITE STEPS A5R NEW 5'CONC.. WALK NEW S'ASPN. WALK S t377H SIREET SEE SHEET ASO FOR SITE STEP INFORMATION a -4 0 1TTLE JOB NO.: 98013 SHEET P. MAY 2 2 caul •6 SITE PLAN NOTES 1 THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTIJNES. THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2 OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET Pt5. 3. ALL FOOTING DRAINS ARE PER DETAIL 9/P8.0 4. STORM DRAIN - SEE CIVIL SHEET C-a TIGHTLINE FOR HOME SHALL BE 4 NON - PERFORATED ADS N -12 PROVIDE 4% POSiVE GRADIANT. TIE TIGHTLINE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT ,UNCTION THEN CONTINUE TIGHTLINE TO STORM DRAIN. 5. SANITARY SEWER - SEE CIVIL SHEET C-12. SANITARY SEWER SHALL BE SDR 35 WITH A MINIMUM OF 2% POSITIVE GRADIANT CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS. 6. WATER SUPPLY FROM METER TO HOUSE IS 3/4' TYPE K COOPPER WATER METER IS FOGTICHT #1. CONNECT WATER SUPPLY TO WATER METER SETTER SEE CIVIL SHEET C-la 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/G MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20' -0'. MAXIMUM SLOPE ALLOWED IS 159. LOTS2, 3, 4,5,6,7,8,9,31,32,33AND34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHTLINDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. 8. CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS P10 , Pt1, P12', P13 AND P14. 9. EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER KC. SURFACE WATER DESIGN MANUAL APPENDIX D. 10. CUT AND FILL CALCULATED FROM SHEET P16. CLEANCI T - CONC. DRI AY (20' WIDTH MAX. & 5% SLOPE D01 -15 0' 5 10 SCALE : 1" = 10' REVISION no. � 20 RECEIVED CITY OF TUKWILA PERMIT CENTER TITLE JOB NO 98013 DETAIL PLAN SITE PLAN NOTES t THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES: T) FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2 OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET PI5. a ALL FOOTING DRAINS ARE PER DETAIL G/P8.0 4. STORM DRAIN - SEE CIVIL SHEET C-8. TIGHTUNE FOR HOME SHALL BE 4' NON - PERFORATED ADS N-12. PROVIDE 4% POSITIVE GRADIANT. TIE TIG TUNE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT AUCTION THEN CONTINUE TIGHTUNE TO STORM DRAIN. 5. SANITARY SEWER - SEE CIVIL SHEET C-12 SANITARY SEWER SHALL BE 6' SDR 35 WITH A MINIMUM OF 2% POSITIVE GRADIANT. CLEAN OUTS SHALL BE PER CRY INFRASTRUCTURE STANDARDS. a WATER SUPPLY FROM METER TO HOUSE IS 3/4' TYPE K OOPPER WATER METER IS FOGTICHT M. CONNECT WATER SUPPLY TO WATER METER SETTER SEE CIVIL SHEET C-13. 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER 2' OF 518' MINUS WASHED ROCK. MAXIMUM WIDTH TO BE 2E-0' MAXIMUM SLOPE ALLOWED IS 15%. LOTS2, 3, 4,5,6,7,8,9,31,32,33AND34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHTUNDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. a OONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PLO , PLt ,' P12 P12 AND P14. a EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW, PER KC. SURFACE WATER DESIGN MANUAL APPENDIX D. 10. CUT AND FILL CALCULATED FROM SHEET PIA. 0 5 10 20 SCALE : 1" = 10' These plans have been reviewed by the Public .Corks Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The resputatbility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resaibmittal of revised drawings for subsequent approvaL Final acceptance is subject to field Inspection by the Public Works utilities inspector. Date: —cz,' /141 - rn : t,TVEJ 3 7 v e , f ' r .DPI t 1 A.14 6,0 40 5 m 0 co co TITLE JOB NO.: 98013 SHEET P2.4 .5: 111 ISEIMEIME _ 01111 II 2 II 150-- 1 1 _If - - , k \ 21. till ,t 1 ,r0„x t . :; . ______•-, --„, ...-___• ) -----2„ , mi,.,., P rid-- / 0 / z • —I / , - • (i) ---\\ ), \73 N \ NO ...,, \\\ /6 I. /A c? .....■ , -- -.1.■ ., - / .4' , \ N/// / , ____,--- - TAIL/ ,..4, 2-•------ _ , \\,/ ® SHEET DETAIL PLANT . JOB NO. 98073'__. Kappler Architects, P.S. 14311 SE 16th ST. Bellevue , Washington 98007 (425) 641-5320 * Fax (42)) 641-5318 Date By D criM . ' — - I -n- , ,,,,,,,, ' ..1■411, I _ — ARCHITECTURAL PLAN .._ 5 2. . 0 — TIM ET-341 Illa NE . ER RE ELF1 0 S.CLOU ; ■ FOSTERVIEW PLAT S, 137th STREET RETAINING WALL DESIGN INI wil ----. .5: 111 ISEIMEIME _ 01111 II 2 II 150-- 1 1 _If - - , k \ 21. till ,t 1 ,r0„x t . :; . ______•-, --„, ...-___• ) -----2„ , mi,.,., P rid-- / 0 / z • —I / , - • (i) ---\\ ), \73 N \ NO ...,, \\\ /6 I. /A c? STANDARD INn - I' ramuT SETBACK SITE PLAN NOTES 1 THE SITE PLAN SHOWSFOIRIDATION AND FOOTING SUTURES. TIE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2 OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET P15. 3. ALL FOOTING DRAINS ARE PER DETAIL 9/P80 4. STORM DRAIN - SEE CIVIL SHEET C-8. TIGHTLNIE FOR HOME SHALL BE 4 NON - PERFORATED PV.C_ PROVIDE 4% POEH1VE GRADIANT. TIE TIGHTUNE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTIJNE TO STORM DRAIN. 5. SANITARY SEWER - SEE CIVIL SHEET C-12. SANITARY SEWER SHALL BE 6' SDR 35 WITH' A MINIMUM OF 2% POSITIVE GRADIANT. CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS. a WATER SUPPLY FROM METER TO HOUSE IS 3/4 TYPE K COOPPER. WATER METER IS FOGTICHT #1 CONNECT WATER SUPPLY TO WATER METER SETTER SEE CIVIL SHEET C-la 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/8 MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20'-0' MAXIMUM SLOPE ALLOWED IS 15%. LOTS 2, 3 ,4,56,7,8,9,3i,32,33 AND 34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHTLINDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. 8. CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PLO , Ptl , P12 , PL3 AND PIA. 9. EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER KC. SURFACE WATER DESIGN MANUAL APPENDIX D. • YARD DRAIN (#2). INSTALL YARD DRAIN IN LOCATION SHOWN ON DRAWING, TIGHT LINE SHALL BE 4 NON - PERFERATED P.V. PROVIDE 4% POSITIVE GRADIANT. TIE TIGHT UNE TO HOUSE TKVIT UNE VIA Y' CONNECTIONS. PROVIDE CLEAN OUT AT JUNCTION. 1A. F C. > D FROM SH PR,IoR -its FI w 516 - 0FF G&'TECffIKlCI ENGIIVE£R CEi2T /Fr 'Tl1hf- rlE • PILL My- TER /At A-S.9 7S 7NE RE�' L, T ./Secs .4N4 • KEYIN6 4 9ant CA tivcS OF Pia.. H'4 I AT/D 77/E Ex/577N4 A)ATI..E 5WPE W/1 DONE' �' ecriy .4Afb GAc y 4, YER SAiwz1C�/k SI°ercl 6 Ot2eoo�ifsc R:4;3rE.0 These plans have been reviewed by the Public _ Works Department for conformance with current City standards. Acceptance is subject to errors and emissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions,. deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: , 541 v g A1)ITIowAL /¢! Dee- PiE2 5 /loloz FAx CWT 1 Y n, Nib mii vano "� - 1d REAR S�gpC CORRECTION I LTR# REVISION NO, 0 5 10 20 SCALE : 1" = 10' DE n OP WALK ND ALONG CONST• CTION CUT ER OSH UIREME ' S r•• IN • 11 o_ \ RECEIVED MAY 282001 TUKWILA PUBLIC WORKS RECEIVED ciN OF TUM: !IL A PERMIT CENTER 40 b t7 TITLE JOB NO. 48073 DETAIL' PLAN ,rah SIDE SIDy r ,f_!% CD r. 40 ` y ra\ �+ � ...' �� tit, 1 lOf� 1 \. I ` a \ � ' ``` ! ` • k ; Al ae it \ �� \ 4D � r� A '^ •- - u u �in . �� i - -- _ VI iimmortitevi 1�'I�IN _ ��11�11��11111191111111111111t11� imioraw ,_ ......„.ii4V , t ,. t, . I � Omni ` l .go col z g gyp m W ycC yrD aglmp • O. rtf 1iI i 3 A rn � I . o C ^r0 �y 'nay m z �° m 0 i i 1I ' r a a ,� r ti v' ii ;y O mo -es - g i Z b gg - - 9 il 1 g m! O a m 0m za A zg !,41:11 f / / lit • W o Kappler A rchitects P. S. p 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 Qate B Y DesCrlptbn _ _ '. �� _. ,- LL - ARCHITECTURAL PLAN FOSTERVIEW PLAT 0 5 2 , 7I o a ° el 3•ooC.�•�:�rrltr �.Fg. R rwi� no IT MBNTS xor cLOUDBD c o M ; . :,� � VI. 0, • . L i D: i ,::�::_ SITE PLAN FOR LOT 35 um ,rah SIDE SIDy r ,f_!% CD r. 40 ` y ra\ �+ � ...' �� tit, 1 lOf� 1 \. I ` a \ � ' ``` ! ` • k ; Al ae it \ �� \ 4D � r� A '^ •- - u u �in . �� i - -- _ VI iimmortitevi 1�'I�IN _ ��11�11��11111191111111111111t11� imioraw ,_ ......„.ii4V , t ,. t, . I � Omni ` l .go col z g gyp m W ycC yrD aglmp • O. rtf 1iI i 3 A rn � I . o C ^r0 �y 'nay m z �° m 0 i i 1I ' r a a ,� r ti v' ii ;y O mo -es - g i Z b gg - - 9 il 1 g m! O a m 0m za A zg !,41:11 f / 11110 ON • `1 _ Po 6 Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 .11/■11111M DUJARDIN Date 03.12•00 7/3/01 By EA 11M, •■■■•■• Description PERMIT , CITY COMENTS 711, - -..- 10/ /01 1: 4 • ETAININO ALL • 4 VIS FOSTERVIEW ESTATES THIS DRAWING IS 0 COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT ------.. 1 a 6 ! "- • "t"' • I ; I II i , m ■ 4 ; 1 I I I I i I ' 1 • ', 11' • i ., I -- • ..t-:•4• -,-- +I. L.-.1 ,....:. —I g ig I • I , I 1 i I I I 11 ! . rasmTuja - c- A A IA A•wAliA4 4 I I I 6 " P6.9 I SHEET I Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 ■..... DLXJARDIN Date By Description �0 , 1 1104 H t i I �' � �- _- F ,;t stait o wry' , tiltd 1 as ,, .._. 05.12.00 J PERMIT 7/3!01 BMQ CITY ITY Y COMNTS E FOSTERV'IEW ESTATES THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT U- - ME (FOR 1 . )I TLLFJ DECKS WILL NOT BE USED FOR ALL CONDITIONS. INSTALL COLLIER DECK ONLY NEN GRADE RC-CURES 2x6 RNLI. 2x2 • 5 U1' OC (CLR DIST. BNN NOT TO EXCEED 4' 5/4x 4 TIC CDR DOM AT K' 2x8 PT DEC OL IC J51 GEOTECH B.N.R ® TvP. DECK CROSS SECTION 3/4=1 -0' C �V OP OF J BAR E � � 9� IG F 151.10) GRADE 'ls por : • s� FOUNDATION DETAIL 3/4 =T-0' (2)4 EAR SOJD SEE DETAIL FOOTING DRAIN (DM 2 SHEET A-U FHISFI GRADE =1I • Jo wrgagsk 14 •f CP OP OF TCP OF J BAR NOTE SO& MAST BEN PLACE PRIOR TOE BALTffRL CF WN.L 12' CLEAR 3 0. (6 (DM SOLD ATTACH LEDGER./ 2 ROUE CF 1/2,46 BOLTS AT I6' oc TTP. TJI FLOOR FRAMING 4 R. BOARD PER PLAN 6x10 P.T. BEAM ECC66 TO POSTS ABOVE ADD BELOW 2• FACIA BOARD Q GREATER DEPTH THAN JOISTS) (U 3/4' LAC BOLE AT EACH BD bxb KNEE BRACE. TYP. b. PT POST te/C FINISH GRADE (4) 4 BAR vERT. 4 5.3 INTO FOOTAG 4 BUR WRAP•2'oc. MN. TOP AND BOTTOM 36706550' CONC. PAD •/ (4)•4 BAR EACH WAY ON SOLD SUBSTRATE FOOTING DEPTH FER 06200 NOTE- FOOTS. DOES NOT SLIDE N TNI5 k.QD MON FOOT!. SPANS ALLY 3/4•=? -0' FOOTN's DOES NOT SLIDE N THIS CONDITION, FO SP. HORIZONTALLY. TOP OF SLAB "ti. 3/4•=7 -0" FOOT FOOT OES NOT SLIDE M iHlS CONDIT TING SPAN HORIZONTALL TOP OF TOP OF BAR FOOTING DRAIN DETAIL NO FOOTING DOES NOT SLIDE N THIS CONDITION FOOTING SPANS NORIZOITALLY- �.:..` TOP OF SLAB FOUNDATION DETAIL S TEEL F AB.II 2 ' 1. E. 16' S STEELPLATE •4' AS NOTED CN OC. (DIN_ 3 SHEET A-U SCFIEDLE T MN. _ - AS NOTED (2) 4 6AR • TOP OP HEIGHT LE WALL I6• PC R1L (DN.3 SEET A-U •4 vERLJ BAR • oc 01,3 SHEET A-U 4 HORLL BAR • oc (DM 39EET A-U DAMP PROOFNGG ( DIV 15147 AD mutate •4 HORL BARS' -0 •Yr cc (DN.3 SHEET A-U BAR COAT. S EETAU d BAR •iCP (6) 4 BAR ONT (DIV 3 SHED TE SOLID SUESS. SEE DETAIL 9/P50 FOOTING DRAB (DIV 251 -SET A-0 HORL BAR • 5 oc (DIV.3 SHEET A -U FOR 03300 - 10 • 5/51•x63' AB. W( 2 512 STEEL PLATE W4vT • 4-0' OC-(DIV-3 A -U EXCEPT • vERT. BAR *kr w•H HEIGHT OF WALL (DM 3 SHEET A-U •4 vEREJ BAR •5' oc (DN.3 SHEET A-1) • HIORL BAR •10•oc (DI 3 SHEET A. "7104 DAMP PROOFNG DN T SHT AU m TIGHTLNE 4 BAR 3'- O'• i0'oc STOP CF FT 3 5 fi IV fA -) 5/5,10 AB . X3M' SGL STEEL PLA7F,IBR.. • 4'-0' Oa (DM STEET A -U EXCEPT AS NOTED'ON SHEAR 11411 504.E cTMN EMBED. •4 vERT. BAR• 9 OC, R81 NEWT CF NL.L (DN.3 SHEET A -U SVBRTJ BAR GR 6O.5'oc c.z (DIV.3 SHEET DAMP PROOFING ( DN l 514T AU m TIGHTLNE •4 FIORE BAR 4' -0' • 9' x (DIV.3 SHEET A -U (8) 4ABAR COAL (DIN3 A. SOLD SUBS - ' TE SEE PETAL FOR FOOT2G DRAM • .TRUGTION (DIV. 2 SHEET A -U 03300 - 12 TOP OF FNSN GRADE OUNDATION DETAIL 3 /4=f-0r 1.5134 GRADE TOP CFJ BAR NOTE SDlc MST EE H FLAOE P)30R TO J.L MOT OF WALT_ NOTE SDC. MUST BE N �-.1 PLACE PRIOR TO R_¢L .4 z BACKFILL OF WALL I I/2 CLEAR I I2' CLEAR • 3-2. 1°. FOUNDATION DETAIL 3/e =f-o• 5/8Y410' AB. W/ 2505(3M' SOL STEEL PLATE WASHERS • 4-0' OC. (DIV. 3 SHEET A-11 EXCEPT AS NOTED ON SHEARIUALL SCHEDULE T MIN. EMBED. (2) 4 BAR • TOP .4 VERT. BAR • Q• oc RILL HEIGHT OF WALL (DIN 3 SHEET A. 4 vERT. J BAR •6' (DN.3 SHEET A -U DAMP PROOFING ( DIV. l 514T AU •4 HORL BAR •b'oc 1' -6' OVERLAP MIN) (DIV. 3 SHEET A -0 TIGHTLNE (5) 4 BAR CONT. ▪ (DIV 3 SHEET A -U d ▪ Q° FOOTING DOVE CONSTRICTION (Div. 2 S HEET A -I) SOLID SBSTRATE 4 CONC. SLAB OVER 4' ROCK OVER VAPOR BARRIOR 5/84x10' AB. W/ 250'X3e 5 AE STEEL PLATE -.. 4' - OC. (DIV. 3 SHEET EXCEPT H'IID AS NOTED ON . SCHEDULE T ..EMBED. (2)4G TOP 4 = .BAR •0' oc, FULL OF WALL SHEET A -U 5 VERT.J BAR GR.• 8• oc (DM 3 SHEET A -I) DAMP PROLFNG( DIV. T 514T AKA 4 FIORE BAR • IV oc 1'-6' OV SWEET (M O (DIV. 3 SHEET A -U TIGHTLNE HCRZ. BAR 2'-0• • I6'oc (DN.3 SHEET A -U SEE DETAIL 9/PSID FOR FOOTING DRAM CONSTRUCTION DN. 2 SHEET A-V TIGHTLNE BAR CCNT. TRATE 03300 4 CONC. OVER 4' ROCK OVER VAPOR 5 /'4x10' AB- W/ 2,2X3/16' Sa sCEEL FLATS EWSABRS • 4-0' OC- (DIN. 3 SHEET A -U EXCEPT AS NOTED ON SHEARWILL SCHEDULE T MIN EMBED. (2)•4 BAR •TOP •4 vERT. BAR (9'-0' MN) • Q' oc (DM 3%EFT A. 5 VERT J BAR GR60.6' oc (DM 3 SHEET A. DAP PROOFING (DM T SHT Al) 4 NOM BAR •8' T-6' OVERLAP (MN) (D1,3 SHEET A -U ▪ HORL BAR 3'-0' • Q' oc (DM 3 SHEET A -U SEE DETAIL 9/P8ID FOR FOOTING ORAN CONSTRUCTION (DM 2 SHEET A. CEO 4 BAR CONT. (DN.3 SHEET 4-I) SOLO SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OvEER VAPOR BARR10R TOPOFJ BAR 3/4 =1-0• 11O-' NTS NTS FOUNDATION DETAIL SOLID 4 CONC. OVER vA TOP CF J BAR FOUNDATION DETAIL 3/4'4 -0' • vERT. BAR• D' cc, FULL HEIGHT OF WALL (DM 3 SHEET A -U S vERT. J BAR GR60 • 5' oc (Div.3 SHEET A -I) •, HOW_ BAR • 8' oc (DM 3 SHEET A -U DAMP PROOFING (DN. l SHT AU 4 HORL 3' -0' BAR • 52• ac (DM 3 SHEET A -I) (1) *4 BAR CONT. DIV. 3 SHEET A -U TRATE OVER 4' ROCK OR 033 TOP OF FT'G FOUNDATION DETAIL FOUNDATION DETAIL 3 /4'=T -0' DOES NOT SLIDE N THIS COMMON, FOOTAG SPANS HORIZONTALLY. 'AB. W/ OC. ( 6'SO_ STEEL PATE E4OVE WASHERS • 4' -0' OG. (DM 3 SWEET A E<CEPT A5 NOTED CN 5HF L SCi.EOLE MWN EMBED. (2) 4 BAR • TOP •4 HORIZ. BAR D'OC. P - 6' COWER OVERLAP (DIV 3 SHEET A -U 4 VERT, J BAR T6' OC- AL. BENDS (DIV. 3 SHEET trl7 TIGHTLI E DA FF.20CFR. (DIV. 1 SHEET A -U SEE DETAIL 9/150 FOR FOCTING DRAIN CONSTRICTION (DIV - SHEET A-0 SOLID SUBSTRATE (3) •4 BAR CONT -(DIV 3 SHEET A -U TOP BAR 60' O.G. 1 - CORER (DIN. 3 SHEET A -U VEIRT. J BAR 16' OL, ALTERNATE BENDS (DM 3 SHEET A -I) TIGHTLINE DAMPPROOFNG (DIV. 1 SHEET A -I) SEE D IL 9PSO FOR FOOTING DRAM • - .- TRUCTICN (DIY. 2 SHEET A-U SOLID SUBS (3)•4 BAR CONT. V 3 SHEET A-U STEEL AB. W/ 2)0'X346' S .C. STEEL PLATE WASHERS • 4' OC. (Div. 3 SHEET A. D.< AS NOTED ON SCHEDULE T MN. (2) •4 BAR OP vERT. BAR• K' a. RILL HEIGHT OF WALL (Div.3 SHEET A -U •4 VERT J BAR• 8• oc (DIV. 3 SHEET A -I) 4 HORZ. BAR • p• oc (DIV 3 SHEET A -U TIGHTLNE DAMPPROOFNG ( DIV l SHT Al) (5) 4 BAR CCNT. (2) AT TOE (DIV 3 SHEET A 03300 - 01 SUBSTRATE L 9(P8.0 FOR N CONSTRUCTION I) 5/84x10' 4B.1W2,0 54 5.0 STEEL PLATEWA$EILRS 4'-0' AS NOTED A -U EXCEPT AS NOTED ONMAL EMBED. ED. WLTPT MN EMED. D < BAR -• TOP •4 vERT. BAR a U' OC. RL . HEIGHT WALL <DIV.3 SHEET A. vERT. J BAR• 6' oc (Div. .3 SHEET A -1) •4. HORL BAR • 10' cc (DI, 3 SHEET •4 NOR/. BAR 3' -0' a 10• oc (DIV. 3 SHEET A -I) (D °4°OAP CONT. (3) AT T (D1,3 5H U SOLID SUBS SEE TRA RETAIL 9/P8O ICOTRG DRAM CONS (DIV. 2 SHEET A -U 03300 -04 DAMP PROOFING ( DIV 1 SHT Al) TIGHTLNE SHEET P8.0 co W I- I- W W 5 o rr W 0 ®sffE RETAINING WALL a 3/4"4-0' ®sffE RETAINING WALL ®sffE RETAINING WALL (2) .4 BAR •TOP •4 VERT. J BAR 10' Of (Div.3 SHEET A -I) •4 /ERT. J BAR Ib' OL. (DM.3 SHEET A -U •4 WORIZ BAR 10' OD, I' -b' CORNER OVERLAP (DIY. 3 SUET A -U '4 VERT. BAR 10' OL, FULL FEGVTT CF WALL - •4 VERT. J BAR S OL. (DIv. 3 SHEET A -I) DAMPPROLFNb (DIv l SHEET A -U SEE DETAIL sing FOR FOOTNG DRAIN CONSTRICTION (DIV 2 SHEET A -1) SOLID SUBSTRATE (9) 4 BAR CONT. (DI, 3 SHEET A -U (2)•4 BAR •TOP '4 MCRZ BAR 10' OD, I' -b' CORNER OVERLAP (Div. 3 SHEET A -I) - 4 VERT. BAR Ib' OL. FULL HEIGHT OF WALL •4 vERT J BAR b' OL. (DIV.3 SHEET A -I) D A ) F R L C F N G (DIV l )4 T.A-I) SEE DETAIL 9/1.8.0 FOR FOOTNG DRAIN CONSTRICTION /DM 2 SWEET A -U SOLID SUBSTRATE (l) •4 BAR CONT. (Div.3 SHEET A -U SITE RETAINING WALL 3/44-0' SITE RETAINING WALL 3/44-0' ® SITE RETAINING WALL 3/•=W ``�-'' 3/ \S4'=f -o ITE RETAINING WALL (2) •4-BAR -• TOP •4 FIORIL BAR I0' OC, P-6• COWER OVERLAP (DIV 3 SHEET A -L) 4 VERLJ BAR G' OL ALTERNATE BENDS (DIV.3 SHEET A -U DAMPFROCFNG (Div, l SHEET A-I) SEE DETAIL 9/PS0 FOR FOOTING DRAB CONSTRICTION (DM 2 SHEET A -U SOLID SUBSTRATE (37•4 BAR CODT. (DIv_ 351 -EET A -U (2)4 BAR •TOP 4 NORM BAR f0 r -b• CORNER OVERLAP (OM-3 SHEET A -U •4 VERT. J BAR 16 ALTERNATE BENDS (DIV.3 SHEET A -U NORZ BAR 2` -0' • y' p, (DIVA S EET A -U DAMPPROOF@G (DM. 1 N-EE T A -U SEE DETAIL 9A'88 FOR FOOTING DRAIN CCNSTRLCTICN (DIv. 2 SWEET A, SOLID SUBSTRATE (4) •4 BAR CONT. (DIV. 3 SHEET A -U /7).4 BAR • TOP •d FIORIZ. BAR E0 O.C. r COR$R OVERLAP (DM 3 SLEET A -11 •d vERI. J BARE OL, ALTERNATE BEND (DIV. 3 SHEET A -U DAMPFROOFNG (DIV. l SHEET A -1) SEE DETAIL 9/PED FOR FOOTING. DRAB CONSTRUCTION (DIV. 2 SHEET A -I) SOLID S1165rRATE (4)'4 BAR CONT. (Div 3 SWEET A -U CITY Tl? NO e WF F :!�:�� •4 HORL BAR 3' -0' • IV x (DM. 3 SHEET A -1) R 2i i .-..t. ^'may /71•4 EAR • TOP 4 AORIZ. BAR 10' O.C., I' -b' CORDER OVERLAP (Div. 3 SHEET A -I) •4 VERT. J BAR K' O.C.. ALTERNATE BENDS (Dlv. 3 SHEET A -1) DAMPPROOFNG (DIV. l SWEET A -I) SEE DETAIL 9/PBD FOR FOOTING DRAIN CONSTRICTION (DIV. 2 SWEET 4 -U SOLID SUBSTRATE (4) 4 BAR CONT. (DI V. 3 SWEET A -I) RECEIVED CITY V OF TUKWILA PERMIT CENTER TITLE JOB NO. SHEET P8.1 `� °V • 0 m _... Kapp ler Architects, PS. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 532 * Fax (425) 641 5318 DLJJAR DI 1� Data B y D ssor l ptbn 5` + t .ItC1 , , FLER ��YIn�Y.nSmNiT0e1 FOSTERVIEW ESTATES THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT N ® 1'•4' r Elmay t ' boll/ #p_1 igitall11111111M \41/ Ohl olgo V iAMAVi T ER'V; \VRLp \PR I O 09 3 1998 11,1107 _hoots LL Work s iX.tior?: PTiUiIIVI 1'•8 3/4' STEP PER GRADE S r i r - L__ 4 J 20' PUBLIC UTNL/TY/. PEOES7R /AN EASEMENT 4 ° R1OGEO PERFORATED P /PE KEYSRAYE WALL 4° R PER ' cer 20 P /PE SEE WACC DETA /LS PEOESIRAN AA® MUG 1/111/17 EASEMENT /5'1f3YATEDeft/ME ANI SE7$R ES/T RE INTO CATCH BASIN x418 •: 1.54 EX 15 CMP 10'R%YAE ONAXM£(SIT 10'PRIKA1E LNNNAGE&MT PEDISlaWAN9 PABLIC VMS YEASI;t - 10'HBYAIE PRANCE E MT 5' WALK/ CB UNLIT YEASEMENT 10' WALK /CURB U7/L/TY EASEMENT I 75'PMYATES SPT /t �ANAOEE3XLT CB 3 C8 2 �i C8 1 PEDESIRANANN PUBLIC DW,EA.SEI/ENT EX ROCKERY EX GUY POLE EX COME WALL IT IBIS TRACT " r WALKAIRLI7Y EASEYOVT NOTE AS-BUT INFORM/1710N IS AS OF 9/,TO/99. MANHOLE LIDS AND DRA /NAGE ACCESS LIDS IN PAYfMENT ARr ;f1/ ATP. RIM ELEVATIONS MAY CHANGE AFTER FINAL LA P R OF ASPHALT PAkEMENT HAS BEEN APPLIED. PP W/ LUMINA/RE EX ROCKERY GRA EX ROCKERY CONE OR /VE CONE WALT GRAVEL PP W/ BASKETBALL HOOP GRAVEL DR/ CONE WALK= PLANNER BOX GRAVEL DR/PE CB RE 9332 /E 89.74 (152 /E 5894 (24 ) 5,00 EX CONE WALL I EX GUY POLE k L 4 ° R /DC/O PERFORATED P /PE I h AS 1/9/19 =C 7,92 E ns ti' \ PLUGGED TO EAST OAS \ SOUTHGATE PARK 15° so EDGE OF EX. ASPHALT B /OF /L 77d SWALE SEED MIX RID FESCUE s N WRY. l PUNY 8237OCE MORE ..5 SMl A071.5715 ACBA .RF 92 AEADIOW F07AR EDGE OF EX. ASPHALT SPEC /F /CA?TONS MATCH UNE NOTE. EX CAS LOCATED � ON HEST EDGE OF PAYE- RENT 1 L J ALL TYPED CATCH BASINS SHALL HAYS LADDERS AND SAFETY STEPS EDGE OF EX. ASPHAL (ABANDONED) 85 ACELVOCINO5 PRAlfA56' .D AEG BSI A P P L Y MS ARAD EAT A RAZE Or 60 lATVARE 1101/ ARO/DONAL SWISS OR Rte' OF NAME 1157Z4417 PINTS S Mal AS Ma ROSH (.50159,5' AQVDLS P42015 (37 ANNOCARPagi QEEI111: SAME" RAW (EZEDONARS PAL1671552 .20881 SEASF (CAR:(091CPT44 aP MARS AS RENAMED BY ME 07Y. AYVA9l£ PLANTS 56t3V AS CAM( OWN 241801142 AZTD .WARY OPASS 571 A () EDGE OF EX ASPHALT ALL /LORE SHALL BE /N CONFORMANCE MIN 1/5 DOT (APWA) STANDARD PLANS AND SPE01IC4DOMS FOR ROAD, BR /DOE AND MUMLYPAL CONS7RUCNON AND CM' OF TUKWILA STORY DRAINAGE STANDARDS: CATCH BASINS .R'ALL BE TYPE 1 UNLESS 011.401.E NOTED TYPE O CAR Y/ BASINS SHAD BE 54-WON D/A DRAINAGE P/PE SHALL BE POLYETHYLENE; 510011 WALL INTER /O4 (N -12 BY ADS OR .DUAL), UNLESS OTNERMSF NOTED. PVC PIPE SHALL BE AS7M 0-3Q54, SOW 35 COP SHALL BE ALUMINUM,, 15 G9/IGE LNLE33' OIIIERWSE NORE7. CATCH BASIN INLETS SHALL BE VANED GRATES 07711 1HRU - -LDRB FRAME FOR VERNC4L CURBS (SEE /ONG COUNT' YORD NO 2 -017 SHT C -f8) OR RLYCED CURB FRAME AND GRATE (SE E K/NC CCYINTY DWG NO. 2 -020, NIT C - /8), AS APPROPRIATE CORN FRAME AND GRATE (SEE KING COUNTY DING ND 2 -020, SHT C - /B), AS APPROPR /ATE E2/52f E 21511 125 ,100 • S 2Y ( i � =I 7 74100 L8 I I 723100 02? I I i NORTH EDGE OF EX ASPHALT (ABANDONED) GRAPHIC SCALE ao nn NOTE THE FOLLOWING CBS ARE ACCESS OR JUNCTION STRUCTURES, NOT INLETS, AND HAVE SOLID COVERS 5, 18 184, 188 24A, 22, 29A, 30, 40, 404 42 46 WATER COURSE \ 30A TYP 738.77 12WT)738.77 (72'SEJ 72975 12 12974(72 E), - 13124 (8 SW) 25 26 7 0.3 '. 7 N. 25(TYP /0 1 .9 13859 72 E22 14324 (72 ° 82 73144 (36 NW) 29A(TYP //) 749.22 731.72 (56 NW), 13177 (36SE) 30(TYP //) 744.61 74161 (OVERFLOW ELEV), 15481 (72 NW), 13021 (8' NE OUT), 73196 (16 WET VAULT AT 14006 (N ACCESS) 742.63 (M /DOLE ACCESS) 144.07 (5 ACCESS) 138.97 736 2 72 SW, 13672 (12 NE) 31( • // 31A 375 316(T)PE II) 35 36 37 37A 38 39 \ \ \ \ \ XP 40A 75370 \ XX \ \ 47 15172 \ j \ 42(TYP /0., \ \ V 7T' 43(1YP //) 706.26 \ `1/0 7 \ 44 220.64 45 169.77 46 13006 141.3s(7257 1\ E14137(127) j t A P - - RA3' - • CATCH BASIN DATA FALY a= CORR MEW COW ARE PRESEW al Ala RIM REV /NIERT ELEY 1 22238 21933 (8 2 27545 21548 (8NS) 3 21200 21067 (8 27052 (8N) 4 204.75 200 70 (8 S) 20005 (eV 5 181.22 (8 181.15 (12 NW), 78702 (72-No 6 186.09 (12 E) 7 8 S 70 71 12 13 14 15 16 77 18 18A 188 J.1 40 0,00 186.13 189.69 17477 174.43 174.63 786.96 780.70 179.30 768.35 18320 17785 176.81 774.55 174.97 171.73 (12 171.66 02 171.40 (8NW) 171.72 (8 18154 (125) 175.79 (125), 17569 ( 17547 (72 SE), 17533 (12 NIYSW) 184.42 (12 NW) 17684 (72 SE,NE).. 17411 (12 NW), 77409 (12 SE) 17355 (72 17136 (12 17050 (8 SE) 17004 OVERFLOW ELM, , 17000(275K 16789(8'8E2 160.67(36NW,SW,SE)16067(8OUT 17545 16645 (8 SW), 76595 (12599. 76065 (36NW,SE,NE2 16054(8 01171 776.95 77324 07842 16065 (361E) 74 (125,10 REMOVE; 15490 15280 (12 15355 151.80 (12 15600 750.0(725), 1485 (121X /STING) 75162 14749 (12 5W) 148.69 74574 (125) 14564 (125) 34 15033 14531 (12 5W) , 14145 C8/35 R/M 17653 77174 (721) 16658 (/25) 16631 ( /2 ° W), 16626 (12-0 17121 168.70 (12 759.97 15737 (125) 15727 (12 75269 749.39 (121740, 14974 (72599 75267 15043 (OVERFLOW ELEV), 14093 (8 OUT), 14082 (36 S/SW) 748.60 (12 SE, 8NE), 147.45 (36 so,, 14135 (36 99 74868 (8 SW) 13985 (1212 73577 (8 13815 (8 SW), 138.07 (755) 70116 (12 SWJ, 103.00 (15SE), 10291 (15 NW) 217.85 (W) 76672 (8 SW) 12877 (15 SE% 72808 (15599 {PATER COURSE S.113377HSTREET 2 SO 12 4%VXq cox T (VAXZY/ EA' 166413) 12 SD EDGE OF EX. ASPHALT � RES 3 - 15 - 00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN ;p DEVELOPMENT COMPANY R/19 (/ I PP ^^ V I Z LIJ r I- V I r , ' 0 v LL C -8 40 ".40235 1PT,Y 15'PR'VA7ESEPER MANAGE ESNT 1647.8 5 U77L /TY EASEMENT 1:O(7 70" 1/71L/7Y HBYA7E SEDER EMT 1rPIWAIEAPANAGE" A.447 SENO, EAVT PEAS7RW/AN) PelBLIC UN/1YEAffZ1EN. 7r7B 33 TRACT "A" SOUTHGATE PARK KEY57rAVE'CALL EX SAN A/H /9-30 AE 18x7 /E 181.6 EX SAN MH /9 -31 RE 2084 /E 2022 (8 ° N 5 & IT EDGE 1V EX ASPHALT SPEC/F/CA11ONS ALL NLifdY Si/ALL BE AV La1U2791/AAVE WR1 115' DOT CAPIN.) STANDARD PLANS AND S /CAROA S FO4 RIM B IL794 ASV ARAMCPAL COKS1 Mlle CM' OF 7AAMA e./C /lists SIL-NER Oa'KSWOCH N AND ODEOPAAVVT STA/VA/WS AND VAL W.E Mr<71EDP Of57RCTSTANDARD SJ°EOFICl7AaKS A M A K V C E S S H A L L BE 4 5 , 9V0/ D I A A C if l e 7J - 1 MIN EG1l?v IC OWES 7 7 1 E A / A a 7 1 R Y / h E V N T O . " D h E R S V ? A V O W '7VA' LLIVE SVALL BE 24 A4 $ /N LUD/AC fR.4AE AAO ODN°R BASE SEC7th' S7fALL CONTOV .4 1 LCONME7E L7MM EZ 1047518 GLASS SPR247E7 FLASK LA BY a/ LAVER Lill oR EQUAL ALL MAMfXY(S MALL BE CRAM/EL S, 7V 7H£ QPON , OF ME W . 77/E ANIE4T O- 7DE GY/71ET SENO? ,WALL BE A Ate( OF Q, F127 AEON 77/E AVCOBWIS AVi47PT EZE'VARWS ALL A(AMYaE3 SHALL HALE LADASPS AA97 S4FE7Y S7EPS SEINER POE S7 (LL BE Piq: ASIA( D- .7O14 SY►4 NOTE AS -BOLT /NFORMATJON IS AS OF 9/30/99. MANHOLE WS /N PAI'£MENT ARE IN ATP. RIM ELEVA77ONS MAY CHANGE AFTER /7NAL LAYER OF ASPHALT PAI/EMENT HAS BEEN APPL /ED. EX SAN NH RE 2371 /E 230.1 EX SAN, f/7 /10-12 RE taxis /E 700.90 (8° /N S) EX Roam, /E 70024 (8° our N) EX. CONG HALL (8 NO1E.• SEE 57'15 C -15 e4 C -16 FOR PRANCES 707TH GRAPHIC SCALE 1 � 1 EDGE OF EX ASPHALT (ABANOONEO) P /PE DATA MH NO TO NH NO SLOPE 1 2 9.551( 2 EX 72719 3 4 6:51X 4 5 1.94X 5 6 1.73X 6 7 2672 7 17 10.30X 8 79 70.35X 79 9 884X 9 10 535X 70 71 17983 11 - 12 14.953 72 13 8663 13 74 5299 14 75 7.249' 15 78 15209' 16 17 5 453 17 75 224X 18 EX 14.463 20 19 1513X CO (LOT 32) 20 7229 4YA7ER COURSE MANHOLE 0,4 TA EDGE OF EX. ASPHALT l '-EX SAN. MB /10 -33 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN !" DEVFI nPMFNT f:nMPMNY MH N0 R af ELEV /NUERT ELEV 1 77692 177"69 2 16599 159.77 15935 3 f 9 18141 4 83.30 173.04 17287 5 D 779 09) 171.29 171.19 6 ( 17/56 ( 16963 16953 7 174791 16696 16672 . 8 189.93 18120 9 171170 17042 17073 70 77227 16372 16342 17 766.67 75922 (FROM MY 7) 159.22 ("FROM MH 70) 15872 (OUT) 72 757.93 14790 14745 13 15345 14295 14265 14 144.68 135.48 13518 15 13660 13190 (FR07 OH 14) 13177 (7807 MI/ 77) 73141 (01/T) 16 153.38 14673 77 1 i. 13547 13532 78 12090 111.50 110.95 19 786.09 17563 (FROM MH 20) 17554 (7807 MH 8) 17514 (QV7) 20 19758 EX SAN NH /10 /E 1347 (8° /N) /E 7338(8 ° 01/T) EX. SAN NH /10-32 RE 749.86 /E 14211 (8 ° i4) /E 141.45 Or S) /E 141.35 Or E) RAY EXPIRES 3 -75 -00 Z J LL 2 W r� V l W V W ffi CO H V) 0 LL C -12 9 5 IRNv STAIAINI 1- 2'BEOAA'FASA'BR' MOMLETAE 1.1 •a, NOM AE}ZECT MN7DPWGW MAX OF 26 PER 10/NT AS 10 LGCAX NPUBa'SIIMV AS MgCA1ED ON PLANS f -8'x6 1Ff 4 V A(l J > - 8'G ATEVAUIEE 1- 6'647EVACIE LE11q@�EBEOtAY/fC ALL RENOMD 11104AN;S SNAU 114 /11176D70711EP475P DS7RJCT YARD BY DE CONTR4C1A4 _•_ rr S 137TH STR EDGE OF EX. ASPHALT STANDARD NOTES M6TALL AL�MPPVSTAIOV er g , w (SEE 47110 - -14 DER/ELT t'41EFMAw AS RFD) 2.5" MAX FEE41MT ti • GOV7RAC70Y ./PALL FLOW/ ALL AM7DPALS 1 - 8: 4T LEM (AVx AUf COMET EAXON' 1-11 x f 1EF (W x FLJ 1 - 8"611EWM-ENx 1- 6' MLR (LVxA4) GOADRE'7EBEXIJI ' Z CON/RACTOR LS RESPONSOLE FA4 CON N& AT ENE OF SWING 1 - ex6'RF(2NxF1,T 1 - s" ear Hew x1 MIME EX MEANT AAD A5Ma AE7117D BEND MX (we RV cam TFBC0197SC 1. APPROM /A1F Le:DAMPS Old EXL57ANG U771./DES HAW BEEN O191741M27 FROM AVAILABLE RECORDS AND ARE S 'ONN FOR OCWHOWDYGE: DE C N7RRACTOo.SNAIL BE RES YSMSYE FA4 1£09iC4710N OF LOCA77EN .svmv AN9 PZW DISCOMRY LIB FEE ACa'1X WAC U7L/7ES NOT SHOW SD AS DI MAW RAVAGE OR a7L4PBARY.L DE CaY7RAC7C4PSMALL CONTACT DE UWK/7FS LINMAGROLIND LOCA770N LZ7' N1EW (1-4100-424-5S58) PRIOR 7D OL7i 7Rf.CRON DE ONAMR Ow MS REPRESENTARL£ WALL BE (OVTAC7ID FA 1/71/7Y LLN44A:T 2 OYW1RACR ./YALE NO71fYD.S7RICT L7 ER A MADEN/ A'' 48 MPS AN ADVAN E a' ALL REOL'ES7S fO1P STAA2►G 7E77M4$ O1P ANS°EC77 NC 4 OYN1RACTDN SHALL FLIMSY SSW' ORAMNGS /A4 APPROVAL NAME REGI MS9 BY Y E DETAA! S°ELYF7 47A:NS ARG AM VARIATION IRON 771E 45'1 DESIGN ▪ CONMAC7AW MALL INSTALL MOMENT AV ACCCVMANCE' M►D/ AB4NMPACFLWER$ REOOWIFWDATION5 NO 025 SPEW AND L'7Y 71/8M2A STAADARDS 7. AU NalERNA/N PIPE SMALL BE O/IC7ILE ARON CLASS 52 PUSH- W ..OWT QP NECHA M.AL XWIC LD/ ENT -LIED (4A68 A27.44 EX7E1AMR LT24BED M771 COAL TAR VARANDA M6TAUA1.»N 7D BE 4V ACOYa4DAMCE M m' A/AMPAC71M9 PY RECaVAPADAMKS ALL R77IGS SMALL BE CAST /RON AND SHALL OYANfCWM 70 APPLICABLE Pp41Ra' ICS' OF AM STAAVAR17 A27.1Q A21.71, DMZ B154 AND A2154 MTN A AMINO! PRESSURE RAMC LIB 150 PSI AAD MU BE CE EiVT -L ED. 8 ALL GALE VAL LES 7D BE A /1/82LER. ALL H) DAMS RI BE A11/12LE7P. 9. C/T- -ICS AND LM TAPS 70 BE MADE BY C2N1RAC7OP. MD 1725 57APWW7DIf9 W1 DYG DP AAP L'7Y Q' EMMEA AYSPEClp4 MUST BE AC70759 411 h12'APS I+ ADVAN 1a CAST IKON AEAHANDAL ..GfWVT .BEEFY£ LO/AcL/NGS RE4G0ES2 it TAPPIN SEEEYFS SMALL BE M/IELLEW CAST PON JON EPDXY COWED S /EFL;.. a? RO4/AC SST 7MDI STAWLE3S SiEEZ FLANGE 12 ODNJBAC7O4 LS RESPOWSEME FOR 1/3707E1/0 ALL E11577YG PPE T/P S AND MASS' Fa? COLIPLAD5 I.LHWEC77 N S LE/T -A5 AAO VW TAPS 15 3 1/2 FOOT BYNAME/ COMB? OVER ALL W47E77MAIN PIPES 1 R LEYROPER TO PAY A?B STATE; COONTY AND CITY /NS'EC11ON FEES 15 ALL AENO? L4 lA MS' 70 BE ANAPD/NAIED 7M)7/ M64715? D/SFRACT /125 SLPERW ADENT. 15 ALL EA157IGFIRE H) WAN7S AND NAILS 7D BE C°ERADONAL AMOK 7D GatiEWCEMEVT OF Ca S71PGC77011 12 NO CHANGES ARE TD BE A ADE MDAxIT NRY77179 APPROVAL BY AE MD 0125 SUPER Y7DID- ENT a? DSMICT ENGMIEEIP AND TIE CITY a 7UKMLA PL/BGC NOM IMAMS: la REFER 70 MD /725 OY:iIGV77AVS AND STAAVARD$ AND 70 DE WY OF 7LSYMI A STAM24 D .5rEaF/CADOWS FOR ALL R91.404110 NO7E3' AMD PETALS 19. PRONE 3/4' SUFIC!'" LIE AAO TAP CDAWECl/OIS FOR EACH MS7810 /M47ER AE7ER. 29 MAXN/UM ALLOIVABLE• O DV 77717N31 SMALL BE 80 FEET. 21 S1 ?CX AXES' SMALL BE COWERED APING ALL PERMS OF PRECR /TAllate 22. MODIFIED PROCRW C2WWAC770W AND MLY577.4PE CONTROL TEST PANNED AW CAPES LF TEST IW ?1S .SUBM77ED 70 771 E LD'STRiCT ENGINEER ALL O AC77 N UNDER PAYED AIM TRAFFIC AREAS SMALL BE 95E MABJIt / DE7617Y A D PROVO? PER AS711 D -1557. AU 077-/ER AREAS 1D BE 90 X MA47ARW occur MOD/RE, PROC17211 25 ALL VALE Sy FETE HYDRAN/S AND SEAWAY 1O DE AEIER 3712P 7D & PaLCIED AS PART F U PRESS/ RE AND PUR/1Y 7F37S NO EX(.0.770/AS 2A )RAfFK' GYN7RA' SMALL BE 4V ACCORDANCE MN CITY OF 1UA7MLA REOMMEW7S 25 AU PIPE AM' APPY/R1EHANCES• 1D BE 7F57ED TO MDBV 10 FEET Q' ANY comes - CAMAY PO'w1$ L/NLESS OTMANM►.SE' APPROWD BYfl WEER. 26. CONCAVE MUST BLOO1{7MG SHALL BE PRONE, AT ALL BEND$ TEE$ VAL YES 014 077/ ER APPUR7ENANG S IMRE AVIDPNAI FOWL 'S R'EOL/APE R'ES7RAINT. &MUM Mall BE IN ACCORDAN4E NUN NO /725 STANDARDS 22 DE TESDMG AND DL/NFFCDOV OF 7fE !MATER SYSTEM SHALL BE M77VESSED BY ND /725 \ " 1- 8'x6'kcT(AVxs7,1 1 - 6' QOEMeIE(1zx At{! \ 2 alI IS' FOR' N /125 DEC 4 - I/MDPAMTASSEMETIM 'REN) (SEE 110 02511741 3 - 1J) OE7k7SEELZOCIM 4 . w 1 - B' x 6' 712 (A/✓ X AZ) 1- B"GlEMEW RE VOW EX HID AAP AKSTALL AEM'HrV BUTT i9 MLA' ROW) OS NCRE7F BMOC TNG CONCRETE OR/YE CONCRETE WALL to `CONCR I WALK CONCRETE STEPS CONCRETE OR /VE EIMME a� I/ NEW 8" I L x6'DF(ELIxIV 1 - 6'Gr1E'W.CIC(Rx 7 - MAP.WT Anwar Ax.5" *A) rxwa erbrea NORTH GRAPH /C SCALE 20 40 0 1' = 40' EXPIRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT :: FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY AN ALLEGRO ENTERPRISE EVERET! PHONE 334 -5018 96152:00 C -13 � ii ! !1 !�1 !1!1!1!1!• !1!i!1l1111•!1!i■ i � uii Side Elevation B Rear Elevation Side Elevation a DUJARDIN PLAN #1843B FOSTERVIEW ESTATES Garage 18'S'x2s 0' Tool Storage Office 11'0 °x9'9' Lower Floor Plan Kitchen Dining 11'0'x10'0' 32' -OD Porch 19'6'x6'0' © COPYRIGHT UNPURSEMIED wax VAPPDER ,Ell ARCWIECIS D Foyer Family 15'4'x12'4' ,Living ✓ 12'0'x1P0' Main Floor Plan a 1 AMP Allah SQUARE FOOTAGE 835 SF 866 SF 162 SF 1863 SF 637 SF 117 SF MAIN FLOOR UPPER FLOOR BASEMENT TOTAL GARAGE DECK / PATIO SQUARE FOOTAGE 15 MEASURED TO TI-IE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS_ OPEN TO BELOW SPACES AND GAR4OE5 ARE NOT INCLUDED 'N CALCULATIONS. DRAWING INDEX Al. CODE NOTES A2.1 FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN At UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING Al ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS Si. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE 111111111W r i Upper Floor Plan z ti CO Co 0) CO CO CO �w t v v LLI CO C-0 Q ch = y c�v Q TITLE rn 4- Ei coo I � W I-y W O er 0 Z A., g 0 z JOB. NO. 9908324 BA PLN 8200 -072 SHEET COVER SHEET 9908324 „„1 MOO 9 9 7511 A1 I s HEET I ,loe nio.: TITLE I Kapp ler Archi tects, RS, 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 * Fax (425) 641 .--.... STANDARD CODE NOTES Date By ................ Dewron :, \i „, t/ --.,,, ' t ...__,-- ..■ ini i 11111 Mil THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. THIS DRAWING IS 0 COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT .01 Is.W.r:,g-rppPl! °U."-I :,--ieili! 1! , Tttig4 ' IW— 211 'g a i k 1144 I; il l ifi l l ql li 4/1111111g1 i!!.5 qiiiliggla iii IlikkNIipia 1§11 - 15 .. %1 4 2.1 .^ Ilt4p.., 1 1 F1'i idlIF Zg I" 1T1 wial. g,A. -4 q —4 iil ai: i'gq1 1 ipi1 i qa ai a g., g . , , G=F1 N '':(§ 2 — b T. li,.§ 21 t API 0 .t I qv VA i .- V1 'A 1 40 1. c- ',IR 1 NI § 1 El 0. qa 1 : , [i' laI 6 :i Hk — ' -II p.. _ .. I ' b 6 et L,. 4W 1 s .,. N E 1 N p,4ppPpiq +0 4 1111 11 4i lIli lil IN til gig 1 p - Ri k ',ERR IN ijn , 1T'e _Wd!te 44 ;pi,-,,` " ir' 4 14I1 i " 111 _gl 1.041 1 ig ;" il! i ! h 5'0441 1111; [a gi[iil; i! R4q ' 11 e, ,t (g , 13 gi I I I : 4 ' 11 P " /I 1 al [' 4 1 IR Ij 1 4-g 1 . $1 R ao No 4 j I;i 11 4 14 !I II i!- 8 i t 1 .t 1111 4 it t ; 1 _ t 1 1 Ey lg hiql 1 4 110 all q.ilE til W.! !ii a J1111 4 k5V6 1 i 1 .1;1 1 1- 1 4 1 q' s a 2 RI a l R ! 1 ; filli II i MUM "iiil 9p411frifilititlfill 21 I, pp. tt Piptalw fij I I illaiiiiill - ii, 119 II Iii4lril 41 ilizip,3 IR4 0 e1_1-114!I , q.will ,I t!or iii:6 ililltii fli p illi F rag pptill 1 Fi Glitr! 4171 ,I g a g.P t 3.1 . , t i Kg 110 V.-4 ci.P1141' il l F 1 4 Iiiinq ', q lir 1 tip iNt,-,1 il it Er 1 1 pUll I t t g ' !AT i litlm gly I 1 41.1, =.? N I I F a •-S fl IANCER . ® FURN ___— �_6... p_p_. -. I ' © P -g ,....4c 1�5 ge P - -- inllail I -1 IIW- ii(! 4 1111 m Garage CONC FP-4: EM ( 1 1 _ v Y OM N■I. 3 I/1 I I BLOCK= FCy124_ QI, SIDI 4' -6 1/16' ;1 — m uF O Rnedoc�R _ 1 - ( I DECK LINE ABOVE 1 ° -16) 'O _i 3 al J � C • ( P -16) { Irr -Fol -rte / 19' 4 I/2' 12 32 ._ 0 . \\ L 32'-0 FOUNDATION /LOWER FLOOR PLAN SITE SPECFIC FOUNDATION FLAN TO BE INCLUDED MTH EACH LOT SPECIFIC FETd1IT PACKAGE (SEE 517E PLAN,. FOR SITE SPECIFIC STAIR CONSTRICTION SEE SITE PLAN SHEET D4. NOTE:. ON LOLLER FLOOR BEARING WALLS NOT EXEED1 3 0' 0' W HEIGHT TO BE CONSTRICTION FROM 2x6:5 'AT 16' os. PER 1991 U.B.C. TABLE 23-IV-I3 GENERAL FRAMING NOTES I I FOUNDATION KEYNOTES FP -I ) l FP -2 ) ( FP -4 FP -5 ) (FP - 6 ) 4x10 BEAM LSE M. I' CLEARANCE FROM ( FP -1) CON CRETE AT END IN CF BE SEE DIV. 6 SHEET A -I 4x4 PRESSURE TREATED POST (SCAB POST AND BEAM WITH 2x4) ON 50• FELT ON MAT FOOTING UN.O. PROVIDE 4x0 POST s BEAM SPLICE S POSITIVE CONNECTION FROM POST TO FOOTING, PER DETAIL 0/DL SEE DIV. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIV, 1 SHEET A -I ELECTRICAL SERVICE: PROVIDE (1) 2 V2' SCHEDULE 80 PvC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5 /8'x20' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV, 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT M STEM WALL FOR DOORS, I HvAC, ETC. A5 REQUIRED ( FP-S FP -9 ) (FP - 10 ) FP -12 ) ( FP -13 ) )F5-14) ( FP -IS ) ( FP -IS ( FP-I1 (FP -IS) ( FP -19 ) (FP -20) (FP - 22) (FP -23) L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2, SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING- MECHANICAL, PLUMBING. AND ELECTRICAL 4. TRUSS DESIGN BY MANUF. TRU55 PLAN 51-4011.N IS FOR GENERAL LAYOUT ONLY SEE DIV_ 6100 SHEET A -I - TRUSS LOADING SEE Div. 010001.4 SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' oc. UND. 5.500E PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1, RAFTER TAIL 2x4. VERIFY_ S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 4140 DF 'l UND. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.0 SEE Div, 06100 51-IEET A -I CONCRETE. STEM WALL S' WIDE WITH MIN. B'xl' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE STEM WALL 6• WIDE WITH MI, 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, WI 6x6 WI.4s0A 11000 ON GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED. EDGE AT DOOR SEE DIV.. 3 SHEET A -I 6x6 POST ON.CB65. I ABOVE SLAB ON 36'x36'xS' MAT FOOTING ON SOLID SUBSTRATE LUK4) BAR EACH WAY. SEE DIV, 3 SHEET A -I CRAWL SPACE VENT. SEE CALCULATION BELOW_ SEE DIV. I SHEET A -I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 a 16' oc UN.O. 14' MM STUD LENGTH PER UBC SEE Div, 6 SHEET A -I IS'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 514EET A -12.2 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'524'X1' MAT FOOTING ON SOLO SUBSTRATE W/ 12) 6 4 BAR EACH WAY OR 12•51• STRIP FOOTING PER DETAIL 16.01 30'530•X1• MAT FOOTING ON SOLID SUBSTRATE W/ (2) 0 4 BAR EACH WAY OR 15'51' STRIP FOOTING PER DETAIL 16/DI, 36'536'X12' MAT FOOTING ON SOLID SUBSTRATE W/ (2).4 BAR EACH WAY STUB STEEL 12' INTO SLAB g 12'oc FLOOR JOIST SEE DIV. 6 SHEET A -1 455 BEAM LINE, SOLO BLOCKING BETWEEN JOIST OVER SUPPORT. SEE 0101510N 06100 SHEET A -I PROVIDE SOLID BLOCKING THRU JOIST SYSTEM TO PROVIDE. SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV, 6 SHEET A -I ( FP -21) MI, I CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN IS BELOW SURROUNDING G RADE 3 DIAMETER STEEL POST APR 1 9 2002 F5-241 EDGE OF CONCRETE PERMITCENTET SYMBOLS & LEGEND Q POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE WI LOADING POINT LOAD TRANSFERING DOWN e POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER HOLD DOWN WITH SIZE DESIGNATION 9A VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O. INDICATES BEAM CALCULATION WITH INDEXED NUMBER WALL ABOVE E -- --, WALL, BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS C3 J:I 0 n � Q co 00 C? TIRE JOE NO 9908526 SHEET A2.1 9908326 S> N HANC¢R CPTICH 115E 2x81111051LL • TEAR FNDN WALL MAIN FLOOR FRAMING PLAN ALL FLOOR JOIST ARE: 11 l /S' TJI 150'5 ® 192 o.c. SEE DIV. 06100 START FRAMING HERE EXPOSED AGGREGATE CONCRETE LANDING W 4 BAR AT 6'oc. EACH WAY, 2' ABOVE TOP OF WALL Tin GENERAL FRAMING NOTES I 1 FRAMING PLAN KEYNOTES F -I ) F -2 ) F -3 ) F -4 ) F -5 ) F -6 ) F-1 F -S ( F -9 ) F -10 ( F -11 ) ( F -12 ) F -13 ) F -14 F -15 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING- MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MAN.F. TRUSS FLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE Div. 6100 SHEET A -I - TRUSS LOADING SEE DIV 010001A SHEET A -i - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMNG PLAN 5. ROOF FRAMING SPACING, 24' cc_ UN.O. . ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9, ALL HEADERS ARE 4x10 DE 2 UNO. PROVIDE (I) TRIMMER 57UD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNO. SEE DIV. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIV15 SHEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE Div. 01002 SHEET A -1 FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2x6 OvERFRAMING ® 24' OC. PROVIDE 2x6 STRONGBACK PURLINS AND 2x KICKERS AT 6 -0' oc TO TRUSSES BELOW. 2X6 CEILING JOISTS a 24' OC APR 1 9 ;:0j1,1.. PER!, GENTS, O 0 a 1:4 ON 0 111 w4 0 M"7 a vi I..i �fy ES rn iCrl EX M � � ers 114 co yam! SYMBOLS & LEGEND PONT LOAD FROM ABOVE - J PONT LOAD FROM ABOVE W/ LOADING PONT LOAD TRANSFERING DOWN. e PONT LOAD 7RANSFERING DOWN W/ LOADING HANGER (� POINT LOAD TRANSFERED BY KICKER .e_ HOLD DOWN WITH SIZE DESIGNATION /1 v e - VERTICAL STRAP WITH SIZE DESIGNATION e TO BE USED ON FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER - - WALL ABOVE 7 ""';` WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. TITLE JOB Na : 9908326 SHEET A2.2 9908326 /-i 13 , 1 V2' 5' -0 8 -3 VP 4'-0' 6'-1 V2 i' -6 / 4040 -r PEtio CON, (P -9 � - / / BOX GUT FOR �(P -19) �506105.6D _� r OB ..Q_ tP -4) ( P -12 Family CARPET ( P -15 t 2x6 LULL Allk RETURN AR Ur DNQG TD BOTTOtt OF STA92 1 IAD 7 \5 0 wz/ 7 , - 67 17,E„.7 `,/ 10\, (4 11 1 9nH1 pvy rbxb POST 2x646 =V.F EMU 1. 0 _ FXTI� II + GEE ( P -18 ) a1# 1 . i L • P -12 3' -i. RO I I ( P -12 (1 .V111 1 ( P -12 V-5 12' 6' -11 Vd' . , 6'• 0'CGNC. Covered TO Porch � � WDOD 11 , -.• M t 7 ■ 9•/ n•-3' Landirg CONC. A.{ Q' -101x' I /S./' 32' -0' GLAZING CALCULATION TOTAL SF OF HOME 1855 SF TOTAL SF OF GLAZING 22033 SF TOTAL % OF GLAZING 11.8 5 SF. IS CALCULATED USQNG THE REQUIREMENTS SET FORTH M THE WASHINGTION STATE ENERGY CODE. REFER TO ADDITIONAL DOCI0ENTATION TO SUPPORT METHODOLOGY OF PEROOFdMANCE COMPLIANCE 4 12• 32'-0' SYMBOLS AND LEGEND F❑ FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CR1 111N. -WHOLE HOUSE FAN 100 CFM MIN. VTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 NO IR TIMER - 100 CFM MIN., vT0 TQ THERMOSTAT s 50' ABOVE FLOOR P MAIN FLOOR PLAN t BWM V4'.F -O' MECH4N1042 NG, AND ELECTRICAL SYSTEM FOR UNITS PPLUMBIER DIV. ISIS SEE SHEET Al FURN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER 0 way 51".OKE DETECTOR PER UBC HEATER WITH BATTERY BACKUP INTERCONNECTED C. STRAP WATER HEATER TO. FRAMING AT TOP AND BOTTOM. PER UPC SEC. 6085 6 UMC SEC. 3034 24 HOUR TIMER TO WHOLE HOUSE FAN D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. P -4 ) 4 12' L I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I P -1 ) ( p-21 P -3 ) ( P - P -S ) ( F-S) P -1 ) ) ( P -9 ) (P -10) ( P-II ) P -12 ) ( P -13 ) ( P - 14 ) P -I5 ) (P -16) P -il i P -IS � - (P -20) P -21 ) P -22 ) ( P - 23 (P -24) 1 L7 SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS_ 2. ENERGY AND AIR QUAILITY INFORMATION SEE DI, I1 SHEET A -I 3. SEE BUILDING- ELEvATICN FOR WINDOW OPERATION SEE DI, S SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. OCCUPANCY SEPARATION: APPLY (1) LAYER 5/8 TYPE 10 G1UB. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY /2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -I 1 3/8' MIN. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 010025 SHEET A -I STAIR ASSEMBLY NOTES:- PER UOC SECTION 1003 AND DETAIL 12.2. A. HEADROOM MIN. 6` -8', WIDTH MN. B- TREADS I0' MIN. DEPTH, RISERS S' MAX HT. C. HANDRAIL MIN. 34' TO MAX 33' ABOVE TREAD NOSING. HANDRAIL I i2' MN_ TO 2' MAX. CROSS SECTION DIMENSION AND 112' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S)_ E. COVER USABLE SPACE UNDER STAIR W/ 5 /S• TYPE 'X' GRUB- (2) LAYERS a CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS, THAN 4' BETWEEN BALUSTERS, SEE DIV. 01002.6 SHEET A -L SAFETY GLAZING PER UBC; SECTION 2406 A. WINDOWS WITHIN IS OF FLOOR B. WINDOWS WITI -IN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND 5110.1ER5 D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV 08800 SHEET A-1 EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 08600 51-EET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE IS' MIN, ABOVE TOP OF SLAB_ SEE DIV 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND . 51-101.1ERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -1 (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX RISER WITH JO' MIN. RUN IF MORE THAN 13) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I IS x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 010022 SHEET A -I 22 x30 ATTIC SPACE. ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS. SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV: 010025 SHEET A -I B. ZERO. CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 01002.8 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV. 010025 AND 9 SHEET A -I D. FIRESTOP OPENINGS AROUND PENETRATIONS AT EACH FLOOR PER UMC. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36• GUARDRAIL PER UBC 509 A. AT STAIRS SLOPES AT 35' ABOVE STAIR NOSING& B VENT FOR MECHANICAL. I CLEARANCE ALL SIDES PER WBC SEE Div. 5 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MI, SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR BASEMENT TOTAL 835 SF 866 SF 162 SF 1863 SF GARAGE 637 SF DECK / PATIO 117 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. APR 1 9 ZOOZ PERMIT CENTER CO • 0 CM c� 19 °d 4 .` ▪ ▪ O c ▪ b 3 CO • ( CD A� m TIT, JOB NO. 9908026 SHEET A3 • UPPER FLOOR /LOWER ROOF FRAMING PLAN 4 1%1 2__ F -8 ALL FLOOR JOIST ARE II 1/8' TJI 150's i 2 o.c. SEE DIV. 06100 GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES I F -I F -2 F -3 F_4 F -5 F -S F1, J i F -$ F -9 F -10 F -11 F -12 t F -13 [ F - 14 ( F -15, I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE CCVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET 4 -1 - TRUSS LOADING SEE Div. 010001,4 SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' oc_ UN.O_ 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY_ 5. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 4,10 DF 2 UN.0. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4-0' UND_ SEE DIV. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING-. SEE DIV.'S SHEET A -I RAKED PONY WALL ON TOP OF LOILER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF. BEAM EVEN W/. BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE. SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET 4-1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOUG BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST To ALLOW FOR 1-IVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OVERFRAMING ®24' OC 2X6 CEILING JOISTS to 24 00 SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING LEL 0 POINT LOAD TRANSFERING DO. % y � POINT LOAD TRANSFERING DOWN W/ LOADING 9� Q� HANGER POINT LOAD TRANSFERED BY KICKER HOLD DOWN WITH SIZE DESIGNATION EXTENT OF SHEAR WALL TYPE OF. SHEAR WALL E....._..__- WALL ABOVE WALL BELOW NOTE: UNI -ESS. OTNERUISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS CO 0) 19 c, CO 0) TO X CCS C.) a * co r Lc) L v —1) Cb TIiL JOB NO. 957852 BASE . VERTICAL STRAP WITH SITE DESIGNATION PLN 8285 - 575 TO BE USED ON FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION SHEET O,. INDICATES BEAM CALCULATION WITH INDEXED NUMBER 99083.24 MAY 7 ? ZUOI SYMBOLS AND LEGEND Q FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 05.1 MIN - WHOLE HOUSE FAN 100 CR1 MIK VTO5 Ifff WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN., vC0 Q THERMOSTAT a 50' ABOVE FLOOR 0 110v SMOKE DETECTOR PER UDC WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al FURN A PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS, B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. UPPER FLOOR PLAN PlIN Scale I/4' =1' -0' n1 w 1 2, FLOOR PLAN KEY NOTES P -I ) P -2 P -3 ( P - 4 ) ) P - 5 (P -6 l P -1 ( P -8 ) P -9 ) I P -10 ) ( P -II ( P -12 ) ( P -13) ( P - 14 ( P -I5 ) ) (P -IT l P - t9 ) ( P -20 ) ( P -21 I P -22 ) ( P -23 ) ( P -24 ) G ENERAL PLAN NOTES 1, SEE COVER SHEET FOR ALL GENERAL NOTES EJ' AND REQUIREM ITS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV IT SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DI, 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON 5ECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMMENT6 CONCERNING: MECHANICAL, PLUMBING, AND ELECTRICAL. OCCUPANCY SEPARATION:. APPLY (I) LAYER 5/8' TYPE 'X' DW.S. TO ALL WALLS AND CEILINGS OF 04,RAGE SIDE FROM FOUNDATION TO SHEATHING_ WRAP POST AND BEAMS APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE Div. 010025 SHEET A -I i 3/8' MIN SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHTFITTING SEE DIV 010025 SHEET A -I STAIR ASSEMBLY NOTES= PER UBC SECTION 1003 A. HEADROOM MIN 6' -8 ° WIDTH MIN 3' -0% S. TREADS 10' MIN DEPTH, RISERS 8' MAX HT. C. HANDRAIL MIN. 34' TO MAx 38' ABOVE TREAD NO51NG, HANDRAIL I 1/2• MM. TO 2' MAX CROSS SECTION DIMENSION AND 112' MIN. CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLCS) E COVER USABLE SPACE UNDER STAIR Ill/ 5/8' TYPE 'X' SUB. C2). LAYERS +s CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4 BETWEEN BALUSTERS. SEE DIV 010028 SHEET A -1. SAFETY GLAZING- PER USG, SECTION 2406 A. WINDOWS WITHIN la' OF FLOOR WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITH15 STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Dlv. 08800. 51-EET A -I EGRESS WINDOW PER UBC, SECTION 3104 SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE IS' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE Div. 09250 SHEET A -I (2) LAYEERS. OF FLOOR SHEATHING OVER FRAMING. 8 MAX RISER WITH 10' MIN RUN IF NONE THAN (3) RISERS, HANDRAIL REQUIRED PER WOO, SECTION 1005 SHEET A -I I8 x24 CRAWL SPACE ACCESS INSULATE AND WEATHER STRIP. SEE DIV 010022 SHEET A -I 22 330' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE .-LL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIv_ 010028 SHEET A -I B. ZERO; CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 01002.8 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DI, 01002.8 AND 9 SHEET A -I D. 5/8' TYPE 'X' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NO5INGS. $ vENT FOR MECHANICAL. 1' CLEARANCE ALL SIDES PER UDC SEE Div. 15 5HEET A -1 PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6. STUDS W/ R -19 INSULATION MIN. 15 ce W BASE PLO B200-512 ROOF VENT CALCULATION BASED ON 3 2 HOLES PER VENT BLOCK • OF VENT CALC5 BASED ON UBC SECTION 15053 TOTAL ROOF AREA 852 SF/300 :287 5F OF VENT AREA REQ 50 % AT EAVE = 144 SF R.:WIRED 50 5 a 36• (MIN) ABOVE SAVE = 144 5F REQUIRED 5 ROOF JACKS AT 50 SQ. IN. EACH =250 50. N.= 174 SF 495. LF. CF EAVE VENTS AT 52 SQ. 1NJLF =2574 5a IN. =179 5F !GABLE END VENTS AT 1801, x .24 Sa IN. =.17 5F _ GABLE END VENTS AT x = SQ !K=O SF 2 GABLE END VENTS AT 24 DIA. = 58 5Q IN:.81 5F TOTAL VENTS PROVIDED ROOF JACKS = 174 5F EAVE VENTS = 179 5F GABLE END VENTS = 07 5F TOTAL OF OF VENTS PROVIDED = 450 5F = AREA MAY BE I/300 IF A VAPOR RETARDER 15 INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. UPC 150532 = EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO I /4• MESH UPPER ROOF FRAMING PLAN SCALE V4' =I' -0' N 15J GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES F -I { F -2 ) F -3 ) I F - ) F -5 F -6 f F -1 ) t F -S ) F -S ) I F -10 1 t F - Il F -12 ) f F -13 ) ( 5 -14 ) 1 F - IS ) SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHE 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERTING- MECHANICAL_ PLUMBING, AND ELECTRICAL 4. TRUSS DESIGN BY MANUF_ TRUSS PLAN 51-10WN IS FOR GENERAL LAYOUT ONLY SEE DIV 6100 SHEET A -I - TRJ55LOADING SEE D1v. 010001, SHEET A-I TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 2, ac. UND_ 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1, RAFTER TAIL 2x4. v`RIFY. a ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 5 , ALL 145405R6 ARE 4110 DF 2 UND_ PROVIDE (1) TRIMMER STUD UP TO 4' -0' SPAN. AND (2) TRIMMER STUDS OVER 4' -0' UND_ SEE DIV 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING-: SEE DIV15 SHEET A -I RAKED PONY WALL ON TOP OF LOILER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN NOISE FACE OF BEAM WITH OUTSIDE FACE. OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM 15 FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT 5EE CALCULATION SEE Div. 01002 SHEET A -1 FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE Div. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM 54551515 DOWN BELOW JOISTS 2X6 OvERFRAMING a 24' OC 2x6 CEILING JOISTS o 24' OC SYMBOLS & LEGEND 0 , POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOILN 5 POINT LOAD TRANSFERING 501LN W( LOADING 9Qy� unwii_a POINT LOAD TRANSFERED BY KICKER c HOLD DOSS WITH SIZE DESIGNATION 1 °J� VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx _ HORIZONTAL, STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER —.. —.. EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. -e4 TOLE JOB NO.:: 9908324 BASE PLN . 4255 - 012 SHEET 0 (n A6 99083.24 I 1 :12 SIDE ELEVATION xak vl•.r -o' TOP PLATE REAR ELEVATION Scale le.r- SIDE ELEVATION seek V8'.P_0' TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV ) SHINGLES (DIV. 010005) BUILDING PAPER: (DIV. 7) 30# BUILDING PAPER SHEATHING: (DIV. 6) 7/16 OR EQUAL FRAMING: (DIV. 6) PER PLAN INSULATION: (DIV 7) R -30 BLOWN -IN SOFFIT: (DIV. 7) 1/Y RE-SAWN PLYWOOD GWB: (DIV. 9) 5/8' GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL- (DIV. 7) WOOD SIDING (DIV. 01005) BUILDING WRAP: (DIV. 7) 15# BUILDING PAPER SHEATHING- (DIV 6) 7/W OSB OR EQUAL FRAMING: (DIV. 0 2 x 4 STUDS AT W OC INSULATION: (DIV. 7) R -13 BATT W/ INTEGRAL VAPOR BARRIER GWB: (DIV. 9) FLOOR CONSTRUCTION FLOORING: IV. 9) SUBFLOOR (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA 1/2• GWB FINISH PER PLANS (DIV. 01005) 314• T &G (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BATT 1/2• RE-SAWN PLYWOOD HEAD: 2x4 JAMB: 2x4 SILL: 2x6 INSIDE 2x2 OUTSIDE 2x4,2x3 2x8 UNO i titit.l I �� ii: � MI i I I I, = u ■jIA�sa �� ■ ■ ■� (�� 11 11110111111111 111 I I Iia ��it� �� 11I1,i . - II- 1 'ii11f1 ■■ ■ ■- I �tI117� 111 1 IUIl I � IIIIIIuIIIm... i1C111111 #'1�11'I •Ii1,11111�`., 11111111. r� -- - -� �f1 1111 FI �Il7ill� i __ 11111 � .. 11111 1111111111111, 111 HI.631l1 1 IitIlllll 11 ■ � 1 ' 11111 � ■1 O�� 1►• 11 / ►11 ��lm ai 11111111iMi� III 7 I 3' -I T/16' i IRA. NORM SHAKE SIDING AROIND SIDE OF BUMP OUT. 54 TRIM OVER Ix6 5001 B' SHUTTER MOO PLTRI'+OD V20 CORER., STOOL BOARD FRCF1 3x6 2x4 TRM SNAKE 511250 BEVEL SIDING Foyer (D T4 BEYOND) FRONT ELEVATION i ��. irate V4'.N -O• Garage TRUSSES PER PLAN Hall FLOOR JOISTS PER PLAN FLOOR JOISTS F OR FLAN BEAM PER PLAN Bath Kitchen (BEYOND) Storage B GABLE END VENT W.LC. 2x8 TRIM ABOVE WINDOW Wit FOR HGT_ N UPPER FLOOR TOP OF PLATE WIN HDR HGi MAN FLOOR TOP OF PLATE GARAGE FLOOR ro I SEE SITE PLAN FOR SITE SPECIFIC ®0 FOUNDATION INFORMATION 'k� ARV, BUILDING SECTION A eek -V4'.r -0 A N I =.7 APR 1 9 2002 PERMIT CENTER , ctlE sr TIRE JOB NO. 9908325 SHEET A7 9908326 . I D 0 WM HDR HOT "= . U PPER FLOOR ` 2 6' EXPOSED j HORL S1D1JG TOP PLATE \ WIN D Fr6T_ n MAIN FLOOR S — ,` 1 :12 SIDE ELEVATION xak vl•.r -o' TOP PLATE REAR ELEVATION Scale le.r- SIDE ELEVATION seek V8'.P_0' TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV ) SHINGLES (DIV. 010005) BUILDING PAPER: (DIV. 7) 30# BUILDING PAPER SHEATHING: (DIV. 6) 7/16 OR EQUAL FRAMING: (DIV. 6) PER PLAN INSULATION: (DIV 7) R -30 BLOWN -IN SOFFIT: (DIV. 7) 1/Y RE-SAWN PLYWOOD GWB: (DIV. 9) 5/8' GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL- (DIV. 7) WOOD SIDING (DIV. 01005) BUILDING WRAP: (DIV. 7) 15# BUILDING PAPER SHEATHING- (DIV 6) 7/W OSB OR EQUAL FRAMING: (DIV. 0 2 x 4 STUDS AT W OC INSULATION: (DIV. 7) R -13 BATT W/ INTEGRAL VAPOR BARRIER GWB: (DIV. 9) FLOOR CONSTRUCTION FLOORING: IV. 9) SUBFLOOR (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA 1/2• GWB FINISH PER PLANS (DIV. 01005) 314• T &G (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BATT 1/2• RE-SAWN PLYWOOD HEAD: 2x4 JAMB: 2x4 SILL: 2x6 INSIDE 2x2 OUTSIDE 2x4,2x3 2x8 UNO i titit.l I �� ii: � MI i I I I, = u ■jIA�sa �� ■ ■ ■� (�� 11 11110111111111 111 I I Iia ��it� �� 11I1,i . - II- 1 'ii11f1 ■■ ■ ■- I �tI117� 111 1 IUIl I � IIIIIIuIIIm... i1C111111 #'1�11'I •Ii1,11111�`., 11111111. r� -- - -� �f1 1111 FI �Il7ill� i __ 11111 � .. 11111 1111111111111, 111 HI.631l1 1 IitIlllll 11 ■ � 1 ' 11111 � ■1 O�� 1►• 11 / ►11 ��lm ai 11111111iMi� III 7 I 3' -I T/16' i IRA. NORM SHAKE SIDING AROIND SIDE OF BUMP OUT. 54 TRIM OVER Ix6 5001 B' SHUTTER MOO PLTRI'+OD V20 CORER., STOOL BOARD FRCF1 3x6 2x4 TRM SNAKE 511250 BEVEL SIDING Foyer (D T4 BEYOND) FRONT ELEVATION i ��. irate V4'.N -O• Garage TRUSSES PER PLAN Hall FLOOR JOISTS PER PLAN FLOOR JOISTS F OR FLAN BEAM PER PLAN Bath Kitchen (BEYOND) Storage B GABLE END VENT W.LC. 2x8 TRIM ABOVE WINDOW Wit FOR HGT_ N UPPER FLOOR TOP OF PLATE WIN HDR HGi MAN FLOOR TOP OF PLATE GARAGE FLOOR ro I SEE SITE PLAN FOR SITE SPECIFIC ®0 FOUNDATION INFORMATION 'k� ARV, BUILDING SECTION A eek -V4'.r -0 A N I =.7 APR 1 9 2002 PERMIT CENTER , ctlE sr TIRE JOB NO. 9908325 SHEET A7 9908326 0 16 2 -2X4 PLATES, NAIL SAT.. TO EA PLATE 025/6, AB. W/ MINT EMBEDMENT UNO. ON SIR WALL SCHED. CONTINUOUS FOOTING 1 7 APA LATERAL RESTRAINT PANEL 13 CRIPPLE WALL ® FOUNDATION FOUNDATION DETAIL 3/8' =f-0' m000•O6IOO -1 3/y -0" 08700 O8_TJI 3/4'=f -0' TOP OF FT'G FINISH GRADE FOUNDATIO D AI 3/4' =f-O' NOTE: BASEMENT SLAB MUST BEM PLACE PRIOR TO RILL BACK ILLING OF WALL. NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL TOP OF FLAB 2X4 TOP PLATE GARAGE DOOR HDR (SEE FRY. PLAN FOR SIZE) TOP \ OF SLAB 19 FOUIDATIO DETAIL 3/4 =f-0' W 2x 14 NAIL SHEATHING TO HIDR W/ ed NAILS + 3' O.C. a SFR WALL LOC. UNO. ON SHR WALL SCHED. 2 2x4 STUDS -NAIL SHEATH.. W/ 8d NAILS s 3' OC. TO EACH STUD .0. ON SHR WALL SCHED. NAIL Sd NAILS e 3' O.C. a ALL RTS- I$RS- a STUDS ON SHR WALL SCHED. 2 2x4 AT ANY SHEATHING- JOINT 1/16 OSEL SHEATHING (MIN, 5THDI4 STRAP TIE ANCHOR (NAIL TO BOARD FORT BEND UP AFTER CONCRETE CUIESJ USE 33 -16:60 US NAILS EACH IIN�IIIW= 111111= I -I111I =IIII1J11. 1 =MINE -111 : - -_ Ir nnn 1nm =E=i> g-- 11911-M - - " - - 1 M - 1 1 1 1 1 1 1 L- - y 7 IFIn7= �111��1IDl�lltll =1111 111LII1=111H 5/8A0' ARIL/ 250'X3116' SR STEEL PLATE WASHERS + 4'-0' OL. (DIY 3 SWEET A -U EXCEPT AS NOTED ON S}EAROALL SCREW. 1 MR EMBED. (IN .4 BAR +TOP 4 vERT. BAR 42' oc. FULL HEIGHT OF IA, (0N.3 SHEET A -U vTRT. J -BAR 6' cc (DM 3 SHEET A -U DAMP FROOFNG ( DIY l 51 T AU . 41-10R1 BAR 10' oc I'-6' OVERLAP MM1 (DIY 3 BEET A -F) 4' FERN. FTY. DRAM WR7LTER IN 24' GRAVEL BED. (DWI 2 SHEET A -U (4) 4 BAR CON. (Div. 3 SHEET A -U SOLO) SUBSTRATE CONC. SLAB OVER 4' ROCK OVER vAPOR TAARIOR 14 CRIPPLE WALL ® FOUNDATION 03300-00000-24 3/4'=T -0' 08100 - 033300 - T, 5/8 AB. UV 27070/16' 50 STEEL PLATE WASWER5 04,2V 0, (DM 3 SHEET A -U EXCEPT AS NOTED ON SFEARU/LL SCHEDULE T MM. EMBED. )•4 BAR TOP •4 vERT. BAR IR oc, AU_ HEIGHT OF WALL (DIV.3 SHEET A -I) vERT_ J -BAR 05 oc (DM 3 SWEET A -U •4 HCRZ. BAR a ID' oc (Div. 3 BEET A -U IN BAR s U. oc (DN. 3 SWEET A -I) DAW PRCOFMGa ( DIv l SNT AU 2' CLEAR (5) IN BAR CONT. (DIV.3 SHEET A -U SOLD SUBSTRATE 4' CONC. SLAB OVER 4' ROCK Ov R VAPOR BARRIER ADD BARS TO MATCH REINFORCING PER PLANS LINE OF EXCAVATION RIM BOAR TYP. FLOOR FRAMING PER PLAN (DIV. 6 SHEET A -U TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A -U LOCATE SHEATHING JOINT COItKN MEMBER LOCATE SHEATHING JOINT e COMMON MEMBER CPoPPLE WALL PER PLAN SEE FO NDATICN DEIAIL(S) TYP P_OOR FRAMING PER FLAN (DIv. 6 SWEET A -U TYP. ExTBRIOR WALL CONSTRICTION PER PLAN (DIV. b SHEET A -I) RNT BOAR CRIPPLE WALL, PER PLAN, WITH A MN STID LE1..114 OF TN' PER UM SEC. 2320.113 (DIY b BEET A -U SEE FOUDATIO:I DETAIL.) TYP. EXTERIOR WALL CONSTRUCTION FER FLAN (DM 6 SWEET A -U RP_ FLOOR FRAMING PEEL FLAN (DIY 6 SIN MT A -U SOLID 124.3.. OVER SUPPORTS LOCATE BEATHMG JOINT e COMMON FREER RIM BOAR k3 r CONT. SOFFIT VENT U2' REUER PLYUIXD + WRIT TREATED PAD SILL SEE RAMDAT. DETAILS = 111111 1118 I- MIAMI -11111 11= 111IIr11 11111 III1 1111111E1111 111 11E-111111E 5 '111 FOUNDATION DETAIL 3 /4' =T-O• VARIES STEPPED FOUNDATION DETAIL L O G POST /FOOTING CONNECTION . SLAB ® STEM WALL N.T.S. 03300 - 00000 -25 IU 3 /4'�f -0 08,00 - 03300- 10_TJI 12 3/4 - TYP EXTERIOR WALL CONSTRUCTION PER PLANS (DIV 6 SHEET A -U 4' ..0148 OVER 4' ROC: OVER VAPOR BARRIER R -10 RIGID INSULATION 2X10 TREATED PLATE OFFSE: 3/4' SEE FOIDATION DETAILS EP BUNDINC PAFER fTOQ.R END MASORY vEtEBR TE TO FRAMING Ev. 2 SD. FT. (DIV 4Seeet AU MASONRY VENEER 03300 00000 - 18 TYPICAL ExTBaOR WALL CONSTRUCT. PER PLAN (DM. SEES' A-U r AIR SPACE CONT,FLASHING MEE HOLES 04,70, TREATED ND SILL (DM SHEET bU SEE FONDA DETAILS 3U! Fr: MN_ VERFY e/ GRADE CONTOWS NOTE THIS CP170!CAN NOT BE USED AT SEAR WALLS. 0420048100.02 —TJ 4 CANTILEVER FRM'G AT FOUNDATION FURRING DETAIL 03300-00000-23 3/4 =f-O' MOO-03300-02_71 MOO-03300-02_71 11 3/4'=1 - 08100- 03300 -2LT.8 TYP EXTERIOR WALL CONSTRUCTION PER PLAN NN 6 SHEET A -U 4' CONC. SLAB OVER 4' GRAVEL BED (DM 3 SHEET A -U TREATED MAID SILL (DM 6 SHEET A -U SEE FOUNDATION DETAILS 08100. 03300 -03 'llUii _ _ _ 1= 111111 , 11111 11111- 11111_ ' ? g 4._11111. 111111= 11111LE_lU11 111111 =1P wad Hill_ 11111III °III_I 111111= • HANGER OPTION GOB. TYP. (Div. 9 SHEET A -U INTERIOR BEARING WALL (DIv. 6 SHEET A -Il 10 x 10' AB. a 4 0.C. (Div. 3 SHEET A -I/ SLAB ON GRADE FER PLAN (DIv 3 SHEET A, vAPOR BARRIER CCNT. SFfREAD FIG. FER PLAN (DIV.3 SHEET A-00 4F (2) 4 BAR C.T. (DIV. 3 SHEET A -0 EXT. DOOR THRESHOLD DETAIL FULL WIDTH TREATED PAID SILL HANGER PER MFG TYR FLOOR FRAMING PER PLAN (DIY 6 SHEET A -U EXT, DOOR AND FRAME(DIV.& BEET DOOR THRESHOLD FLASH.. AS REOD. (DN l SEER A -U NERVESTRAL FLASHING 4' , SLAB OVER 4' GRAVEL BED (DIY 4 SHEET A -U TREATED MD SILL (DIY 6 SHEET A -U I AIRSPACE TYP. •4 vERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEMs FER FLAN TIP_ FLOOR FRAMING: PER PLAN (DIv 6 BEET A -U TYP. EXTEROR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A -U TREATED MID SILL SEE FOUNDATION DETAILS FRAMING /FOUNDATION CONNECTION 3/4` =f 0e170- 033300-08_TJ1 TOP OF SLAB PER PLAN FOUNDATION /FRAMING CONNECTION .FOUNDATION DETAIL 43• 3/4`=1 03300. 08100 - 03 1 3/4' =f-0' J_ NO IOOTPG DOES NOT SLIDE M TUNIS COD LY. SPANS I XRIZONTALLY. FOUNDATION DETAIL 3/4 =f-0 FRAMING PARALLEL TO STEM WALL FRAMING PERPENDICULAR TO STEM WALL 1/1'60' AB. aft 270'X3116` 512 STEM. RATE WASHERS a 4 OL. (DM 3 SHELF A-U EXCEPT AS NOTED CN SFEARUACL SCFEIXi -E T' MM EMBED. •4 HORIZ BAR I0` OL., P-6' CORNER OVERLAP (DIv 3 SHEET MU •4 vERT. BAR SAME AS STUB STEEL SPACING. (DIV. 3 SHEET A -ILL TGHITLME DAMIPPdOOFING (DIV -T SHEET A-0 IN STUB STEEL PROM FTC. +I6' (DIY 3 SHEET A -I) 4' PERM. FT'Cz DRAM w -TERM 24' GRAVEL BED (DIV 2 SHEET x-11 SOLID SUBSTRATE (DIN BAR CONT. (DIv. 3 SHEET A -U `4 FIORL BARs10'oc P -b' OVER 1P (MIN) (DIY 3 SHEET A -D TIGHTLINE CANTILEVERED RETAINING WALL 3/4 06100 - 04_T.J `. L J 3 /4' =f-0' 03300-00000-22 (2) •4 BAR a TOP VERT.J -BAR a S' oc (DIv. 3 SHEET A -I) •4 HORZ BAR a D' oc (Div. 3 SHEET A -I) •4 BAR a Q' a, L =2' -6' (DIV. 3 SHEET A -U TIGHTLINE DAMP PROOFING ( Div I SHT AU 2' CLEAR IN 24' GRAVEL BED. lDIV. 2 SHEET A -U EXT. DOOR THRESHOLD DETAIL 3/4 =f-0' 08100- ossoo -os- TYP. EXTERIOR WALL CONSTRICTION PER PLAN (DIV. 6 SHEET A -I) LOCATE SHEATHING JOINT .e COMMON MEMBER RIM BOARD TP. FLWR FRAMING PER RAN (Dlv b SHEET A -U TREATED MUD SILL SEE FO18JDATION DETAIL(5) 03300 - 00000 U!'ANd' AB. W/ 270'X3 /G' SR STEEL PLATE WASHERS a 4' -0' OL (DM 3 SHEET A-I) EXCEPT AS NOTED d SFEARWLL SCHEDULE T MIN EMBED. (2) .4 BAR a TOP 4 vERT. BAR 0065, HLL HEIGH CALL. (DN.3 SWEET A -U DAMP FROOFNG ( DIV. T SAT AU •4 vERT. J- BAR + Q' oc (Div.3 SHEET A-U 4' PERE FRG. DRAM WEILTER M 24' GR A-0 D. (DIV. 2 SHEET A -ILL (4) 4 BAR CONE (DIv.3 SHEET A -U SOLID SUBSTRATE x10' AB. W/ STEEL 27O'X3A6' -0 STEEL RATE WASHERS a OL. (DIv. 3 SHEET A -IJ EXCEPT AS NOTED ON SEAWALL SCHEDULE 1' MN. EMBED. •4 EIGHT vERT. BAR WALL a Q• oc, FULL H (DIV.3 SHEET 4 -Il (4) •4 BAR CONT. (DIV. 3 SHEET A -I) SOLID SJBSTRATE 4' PERT. FT'G. DRAM W/FILTER 03300 00000 - 28 TYP. EXTERIOR WALL CONSTRICTION. PER RAN (DIV. 6 SHEET A -I) LOCATE SHEATHING JOINT a COMMON MEMBER SOLID BLOCKING a RIM JOIST a EXT. WALL PONT LOAD BEARING PER PLAN co (0 �^ 10 vJ CO CO v A` ° o ▪ Fr (1) O � � v L w �� LO N JOB NO. TITLE TYP. FLOOR F G PER RAN (DIv 6 SHEET A -U j FRAMING /FOUNDATION DETAIL 3/4' =1 08100- 03300 -OLTJI TREATED MUD SILL SEE FOMDATION DETAILS) SHEET �Lw w.ex 19 NOTE: BASEMENT SLAB MUST BEN PLACE PRIOR TO FULL BAG:TILLING OF WALL NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL TOP OF SLAB mQgl�w0•St�r. • - III , FOUNDATION DETAIL 3/4' =1-0' 2x4 TOP PLATE GARAGE DOOR HDR (SEE Ffd1C PLAN FOR SIZE) NAIL SHEATHNG TO HDR W/ Sid NAILS a 3' OL, a SHR WALL LOC, UNO. ON SHR WALL SCHED. 2 2x4 STUDS-NAIL SHEATHING W( 8d NAILS a 3. OL. TO EACH STUD MO ON 5482 WALL SCHED. NAIL etl NAILS c 3' OL. • ALL POTS, *DRS, a STUDS ON SaN WALL 5:2ED, 2 2x4 AT ANY SHEATHING JOINT TAO 0.5B. SHEATHING (MINX 5.14 STRAP TIE ANCHOR (NAIL TO BOARD FORM BEND UP AFTER CONCRETE CURES, USE 35-16.90 V8 NAILS EACH 2 -2X4 PLATES, NAIL STTG TO EA PLATE (2)5/8 AB.W)MIN l' EMBEDMENT UNTO ON.** WALL SCHED, CONTINUOUS FOOT. APA LATERAL RESTRAINT PANEL 3/8' =1 17000- 061OO -12 5 /5.x10' AB. W/ 2512N3A6 5. STEEL PLATE WASHERS 0, !DM 3 SHEET A -U EXCEPT AS NOTED ON SEA• LIALL SCHEDIP E T MN EMBED. (2) •4 BAR • TOP •4 PERT. BAR s oc, FULL HEIGHT OF WALL (DIV 3 SHEET A -U ABB. J -BAR a 5' ac (DN. 3 SHEET A -U •4 I- RL 8AR a ID• oc (DIV 3 SHEET A -U •4 BAR. 12' oc (DIV 3 SHEET A -U DAMP PROOFNG (DN. T 54T AU 2' CLEAR (5) 4 BAR COAT. (DIV 3 SHEET A -U SOLD SUBSTRATE e; CONC. SLAB OVER 4' ROCK OvB2 vAPCR BARRIOR 1HC= 111 0 1 = 111111E I • _ =111111=11111 =1l - I = =11111 11111 '1( 11 ,: �BHU= iI1NL= 11 1 11101.11@ =?IOII IInFT 111111 =H =1111°'( IIIIEHM -11IIF ADD BARS TO MATCH RENFORCNG PER PLANS STEPPED FOUNDATION DETAIL 03300 - 00000 -25 f1llUllitaTiTiLTATITAITIII AMU U M r IM'T `i\ U vVUUI,LtJ CRIPPLE WALL 3/4 FOUNDATION 06100. 03300.06 TJI \ / 3/4'4 - 0' FOUNDATION DETAIL w ili El MO Mk ►� MN �., v I I I F I00 CRIPPLE WALL ® FOUNDATION 3/4".1 08100-03300-07_7,11 i 15 CANTILEVER FRM'G AT FOUNDATION 11 FURRING DETAIL 03300- 00000-23 (93/4W-0" 06100- 03300- 02_TJI 3/4=1 - L TTP FLOOR FRAMNG PER I PLAN (Div. 6 SHEET A -1J TYP. EXTERIOR WALL CONSTRICTION PER PLAN (DIV. 6 SHEET A -V LOCATE SHEATH*. JOINT e COMMON MEMBER RM BOARD LOCATE SHEATHING JOINT e COMMON MEMBER CRIPPLE WALL PER PLAN SEE FOVNDATION DETAIL,. TIP FLOOR FRAMING FER PLAN (DIV 6 SHEET A -D TTP EXTERCR WALL CONSTRUCT. PER PLAN (DIV 6 SHEET A -U R. BOARD CRIPPLE WALL, PE2 PLAN, WITH A MIN. STUD LB.. OF 114' PER UBC SEC. 2320115 (DM 6 SHEET A -U SEE FOUNDATION DETAIL!. TOP. EXTERIOR WALL CONSTRICTION PER PLAN M, 6 SHEET A -U TIP. FLOOR FRAMING RR PLAN SOLID BLOCKING OVER SUPPORTS LOCATE SHEATH. JOINT . COITION MEMBER RPM BOARD L(3 r CONT. SORT v). 12• RESALN PLYWOOD a SOFFIT TREATED MD SILL SEE RA DATION DETAILS PL FOUNDATION DETAIL 3/4 VARIES O.6 CONNECTION - SLAB ® STEM WALL 3 /4'1 08100 3/4'4 12 3/4'=1-0 TTP. EXTERIOR WALL CONSTRUCTION PER PLANS (DN 6 SWEET A -V 4' CONC. OVER 4' ROCK OVER VAPOR BARRIER R -m RIGID NBILATION 2X10 TREATED PLATE OFFS, 3/4' Sff FOUDATION DETAILS TYPICAL EXTERIOR WALL CONSTRUCTION PER PLAN (DN.6 SHEET A-U P AIRSPACE 5' !OWNS PAPER MASONRY VENEER HOOKED END MASCTRT YE3NEE2 TE TO FRAMING EV 250. FT (Div 4 Seet AU CONT. RASE. TINES. HOLES • 4•-0' Or TRaEATEDMD SILL WM 6 SWEET A-U SEE FON7ATKN DETAILS 03300. 00000 48 6 rot vERFT GRADE CONTOURS NOTE TFPS OPTION CAN NOT BE USED AT SEARW4`4J_S_ 04200-0810002_TJI 08100. 03300 -2LTJI 08130.03300-03 = 111 11L•_ � •� `r�r 11111= 11111 I_. 1IIIf- 1111= =1niu= nim =ii' m =111i .7411111.61111I1E1111111E11111 t .'T 11 t I 1 7 1 HANGER OPTION GLIB. TP, (DIV. 9 SHEET A -U INTERIOR BEARING WALL (DIV 6 SHEET A -U Ian 10'AB.a 4' -0 OL. (DIY. 3 SHEET A -I/ SLAB ON GRADE PER PLAN (DIV 3 SHEET A -I/ "' VAPOR BARRIER CONT. SPREAD FIG. PER PLAN (DIV. 3 SHEET A- 11).45• (2) •4 BAR 0%1. (DIV. 3 SHEET A -U FOUNDATION /FRAMING CONNECTION - FOUNDATION DETAIL 3/4"=T 3/4' =f - 03300- 08100.03 I 3/4' =T-0' EXT. DOOR AND FRAME (DIV.8 SWEET A -U DOOR THRESHOLD FLASHING AS REOD. (DI,1 SHEET A -1) NERVESTRAL FLASH*. 4' CONC -SLAB OVER 4' GRAVEL BED (DIV. 4 SWEET A -I/ MU TREATED TRESNOLD TRIM RPM JOIST TREATED MID SILL (DIV 6 SHEET A -U •4 vERT: RE-BAR FROM STEM WALL STABBED INTO SLAB TIP. FLOOR FRAMPG PER PLAN (DIV 6 SHEET A-V EXT. DOOR THRESHOLD DETAIL 3/41 -0' 06100- 03300 -00T44 RILL WIDTH TREATED MD SILL HANGER LEI* FFG TOP. FLOOR FRAM*. PER PLAN (DN. 6 SHEET A-1/ EXT. DOOR AND FRAME (DIMS SHEET. A -U DOOR THRESFIOLD FLAMING AS REOD. (DIV ISEET A -U NERVESTRAL FLASH*fs 4' CONC. SLAB OvER 4' GRAVEL BED (DIV. 4 SEEN A -U TREATED MD SILL (DIV 6 MEET A -U AIRSPACE TYP vERT. R= -BAR FROM STEM LIALL STUBBED NTO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL 3/4W 06100-03300-062E3 TYR FLOOR FRAMING FER PLAN (DM 6 • ✓ET A -11 TYP EXTERIOR WALL CONSTRICTION PER FLAN (DM 6 SHEET A -U TREATED MID SILL FRAMING /FOUNDATION CONNECTION 3/C=T-0' 08170 03300 - 08 TJI FINISHED GRADE FINISH GRADE TOP OF DOLE TOP CANTILEVERED RETAINING WALL 3/4".1 03300. 00000.22 NOTE FOOT4Yx DOES NOT SLIDE N 1HI5 CONDITION FOoTNG SPAS 140R17ONTALLT- TOP OF SLAB yL , OF J -BAR PER PLAN I. L -= - 1111_11 I` 12' CLEAR 2' -8' 8 I' 0' FOUNDATION DETAIL 3/41 -0 FRAMING PARALLEL TO STEM WALL FRAMING PERPENDICULAR TO STEM WALL U2Yx10' AB: WI 2'XCR/16' 5h STEEL PLATE WASHERS a 4 OL (014_3 SHEET A-11 EXCEPT AS NOTED ONN SHEARUM2. 504121 ➢ -E T MIN EMBED. •4 HORIL BAR 110' OL_ ('-6` CORNER OVERLAP (DIV_ 3 SHEET A-11. •4 VERi BAR SAFE AS STUB STEEL SP . (DIV 3 MEET A, TIGHTLINE DA/VFW:CENG ZSHEET A -U •4 STUB STEEL FROM FTG • 16' O. (DIY -3 SHEET A -V FERF. S SHEET WELTER IN 24` GRAVE - BED (DIV 2 SHEET A-U SOLID SUBSTRATE (2) •4 BAR CONT. (DIV 3 SHEET AMU a I /2WD' AB. Wv PL 455 EO/I6' STEEL ATE UW5fER5 a 4 Oa (DM 3 SHEET A -U EXCEPT AS NOTED ON SHEARUALL SCHEDULE l' MAL EMBED. (2) .4 BAR a TOP •4 VERT. BAR a Q' oc, FULL HEIGHT OF WALL (DIV 3 SHEET' A-U DAMP PROOFING ( DIV l SHT Al VER. J -BAR. Q'oc (DIV 3514EE7 A-11 4 HORL BAR 81- WERAP (MN/ (DIV 3 BEET A -I/ TIGHT!. TREATED MUD SILL SEE FOUNDATION DETAILS) 03300 0000041 4• PERE FTG. DRAM - FILTER IN 24• GRAVEL BED. (DM 2 SHEET A -U OUR BAR CLKt (DIV 3 SHEET A -U SOLID SUBSTRATE 5 /8•AU0• AB_ UV 250'X3)16' 5R STEEL PLATE WASHERS F OL. !DIV 3 SHEET A -U EXCEPT AS NOTED CN SHEAR/Yy1 SCHEDULE l' MN BIBED. (2) 4 BAR • TOP •4 VERT. BAR B Q' oc, RJ.L HEIGHT OF WALL (DIV.3 SST A -I/ vERT. J -BAR a e' oc (DIV 3 SHEET A -U •4 HORL BAR • D' oc (DIV.3 SHEET AA/ •4 BAR a Q' oc 2'-6• (DIV 3 SHEET A TIGHTLINE DAMP PROOFING [ DIY l 514T AU 2' CLEAR - 411 4 BAR COAT. (DIV, 3 SHEET A -U SOLID SUBSTRATE 4' PERE. FT. DRAIN ill/FILTER IN 24' GRAVEL BED. (DIV. 2 SHEET A -U TP. FLOOR FRAMING PER ('LAN (DIY. 6 SHEET A -U TREATED MILD SILL SEE FOLNDATION DETAILS) TP, FLOOR FRAMING PER PLAN. (DIV. 6 SHEET A -11) 03300 00000 - 28 TOP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A -U LOCATE SHEATHING JOINT e COM. MEMBER RIM BOARD TIP. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIV, 6 SHEET A -I/ LOCATE SHEATHING JOINT e. COMMON MEMBER SOLID. BLOCKING a RIM JOIST a EXT. WALL PONT LOAD BEARING PER PLAN FRAMING /FOUNDATION DETAIL 3/4' =1 0 03300 -01_TJI "I'll' CL c4 z E-4 Vl TITLE JOB NO. SHEET Di NOTE: DELETE RAIL UMEN FINISHED DECK ALEVATION IS 30' OR LESS - ABOVE FINISHED GRADE. 2x6 2x2 T 5 1!t' OC T DIST. 13111N NOT TO EXCEED 4' SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK CDR DCK ATTACH LEDGER W/ 2 ROWS OF 1R' LAG BOLTS AT 16• oc TYP TJI FLOOR. FRAMING PER PLAN 2x PONY WALL 4x BEAM (SIZE TO REDUCE NUMBER OF POSTS s 2 STORY CONDITION OR WHEN POSTS EXCEED 4' M LENGTH SCAB W/ 2X4 EA SIDE 2x (2' GREATER DEFTN THAN JOISTS) FMISH7 LANDSCAPE GRADE TOP [.F MIT WITH FIN. SUB GRADE (3' BELOW FINISH LANDSCAPING) ON SOLID SUBSTRATE TYP. DECK CROSS SECTION 3/4=1 06200 - 03107- 19_1 3 /4=f -a' SECTION ® BEAM 3/4'=t -0' II II II II II L HEADROOM MIN. 6' -8', WIDTH MIN. 3'-0'. PER UBC 1006,5 2. TREADS S MIN. DEPTH, RISERS 8' MAX HEIGHT 3. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I I/2' MIN. TO MAX. CROSS SECTION DIMENSION 4 I IQ' MIN CLEAR FROM WALL; RETURN RAIL ENDS PER UBO SEC 1006.5 O STAIR SECTION DETAIL 3 /4' =T-0' FRAME OVER WALL DETAIL FRAMING PER FLAN HI s 48' OL. AT MTSNE FACE CF WALL 2' MIN aft FOR VB'REL:. 'RON BLOCKING BEAM PER FLAN RAPERS PER PLAN 2x BLOCKING SKYLIGHT FLARE WELL DETAIL 3/4'4 01300. 06100-01 WALL STUDS BETA. TE L JST, BLOCK AS NEEDED SEE FLAN SEE PLAN FOR TYP. RISE t RUN DA 3/4' PLYWOOD RISER I I/8 HARDBOARD TREAD WITH EASED NC. 3 2x STRMGaERS TIP. IMO. CENTER STRNGER WITH 2 - 2x4 GRA. BALK TYP. NAIL WALL STRINGERS W/ (2)1661 TO WALL STUDS 5/8' TYPE 'X' GLIB. A5 REQUIRED SEE NOTES BELOW 2x KICKER PLATE 4. INSTALL FIRE BLOCKING • STRINGERS TOP 4 BOUGH 4 ADJACENT WALL., FER UDC SEC. 1082 5: COVER USABLE SPACE TENDER STAIR WITH 5/8' TYPE 'X' GUS USE 2 LAYERS • ELM AREA - PeR UBC 100333.9 , INTERMEDIA TE BALLISTERS SHALL BE SPACED 4' APART N OPENING PER UBC SEC 5033 08100. 01800 -16 06100.07300-37 \ v / 3/4 4-0 EAVE DETAIL GABLE END DETAIL 3/4"4-0' TYPICAL RACE CGNSTR CTION TR. FER ELEVATION BARGE BOARD FER ELEVATION 2X4 BACKER FOR BARGE - NAIL 11.1 SKIP SWATHING WM41661 s OL. TIP. 2X4 OUTRIGGERS • 4' AA WITH 2X2 BETWEEN FOR TR. TTP. EXTERIOR UWLL CONSTRICTION TYPICAL ROOF CONSTRICTION 06100 - 07300 - 12 TRPI FIR ELEVATIONS BARGE TIP. SEE ELE1/ATION 2X4 BACKER FOR BARGE - NAIL THPo, SWEARING WEIN I6d • OL. TYP. 2x4 CUTRIC.RS s 4' ot, WITN 2x2.111.0 N FOR TRIM 010c0 NG AT CEIL A0 LINE 2x4, LEDGER • INT. CEILING LANE (ttP. EXTERIOR WALL CONSTRUCTION, BALLOON FRAME GABLE END GALL 06100 - 07300 -06 \ . / 3/4 4 06200-06100.01 \v / 3/4=1 - 0' GABLE END DETAIL EAVE DETAIL 3/4 =T-0' EAVE DETAIL kr k ELEV. Q ► � EAVE DETAIL 3 /4'=T-0' EAVE DETAIL 3/4"4-0' BUFFEL EXTEND 6' ABOVE BATT. INSUL OR Q' ABOVE BLAIN NG, trip. ROOF CONSTRUCTION, 2' MN. CLR FOR VENTING: Hi. 48'OC. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2X BL .KNGs WITH (3, 2' 0 HOLES WITH SCREEN EXPOSED TRUSS TAIL (TIP. GUTTER/ ` FASCIA PER ELEVATION (TTP. EXTERIOR WALL CONSTRUCTION) TYPICAL ROOF CONSTRICTION 2' MIN CLR FOR VENTING HI • 48 AC. AT OUTSIDE FACE OF WALL .0 ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3, 2' HOES WITH SCREEN �' SEE ELEV. l lt \ 2X8 BLOCKING TYP. EXPOSED RAFTER TAIL 0. NM mil PER RAN TIP. GUTTER FASCIA PER ELEVATION TIP. EXTERIOR WALL CONSTRUCTION 06100-07300-03 06100- 07300 -04 TYP. WALL CONSTRICTION WITH WALL SHEATHNG PER SCHEDULE BOTTOM PLATE NAILING PER REARWALL SCHEDULE TA BLOCKI. TIP. TJI FLOOR CONSTRICTION TOP PLATE KARI. PER SHEARUALL SGTEDULE BOTTOM RATE RALFG PER SHEARS -IL SOEDU.E PANEL EDGE 4 FELD NAILITE PER SCHEDULE TA BLOC. TYP. TJI FLOOR CONSTRUCTION TYR WALL CRJSIR ITCBON UE TI WALL SHP.ATTI NG PER SCTEDULE SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR 13 PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS O PERPENDICULAR TO FLOOR JOISTS � TO FLOOR JOISTS FOUNDATION 17070-081716 3/4 "=1' -0" 170704617047 3/4 "=? 07170 -08170-07 3/4 =T 171770-03300-01 T BOTTOM PLATE NAIL.. PER SHEARU4LL SCiE€ RE PANEL. EDGE 4 MRD NAM,. PER SCHEDULE TJI FLOOR JOISTS PB2 PLAN ALEN TJI FLOOR JOIST W WALL TOP PLATE NAILING PER SHEARIALL SCC®W.E TYP. TA FLOOR CC SIRICITON TYP WALL CONSTRUCTION WM4 WALL SHEATHING PER S(TF•• F SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4 "4 17070. 08170-08 NAIL FLOUR REATH. THIS AREA IU THT d • b or_ EDGES 10 d44 10 0.c.. FIELD BLOCK ALL EDGES 1041.6 PLYWOOD TO BLOCKING BOTTOM PLATE NAILNG PER SHEARUALL SCHEDULE PANEL EDGE 4 FELD NAILING PER SCHEDULE TJI BLOCKNG BLOCK ALL EDGES PANEL EDGE 4 FELD NA.. FER SCHEDULE TOP RATE NAILING PER SHEARUALL SCHEDULE TYR WALL CONSTRUCTION WRHT WALL REATH. PER SCHEDULE SHEAR WALL PERPENDICULAR ® TO FLOOR JOIST - OFFSET CONDITION 3 /4'=f - 17070. 067049 NAIL FLOUR SHEATHING THIS AR. WITH 10d•6'oc EDGES 10d•10'ac. FIELD BLOCK ALL EWES BOTTOM RATE NAILNG PER SHEARUALL SCHEDULE PANEL EDGE 4 FIELD NAILNG FER SCHEDULE TJI FLOOR JOISTS PER PLAN TJI BLOCKING • ALL PANEL EDGES PANEL EWE 4 FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE TYP. WALL can - UCIION WITH WALL SHEATHING FER SCHEDULE STANDARD SHEAR DETAILS & SCHEDULE EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4•=1 17070- 06170.02 SHEAR WALL PARALLEL L O TO FLOOR JOIST- OFFSET CONDITION 0 SHEAR WALL HOLDOWN 12 3/4' =1-0" 17070-0617040 3/4 T-O L TOP PLATE NAILING PER SHEARWALL SCHEDULE BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE A. 10 d• 6' oc. PLYU TO RIM JOIST PANEL EWE ! FIELD NAIL. PER SCHEDULE TYP. EXTERIOR WALL CONSTRICTION W. WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION 2x4 PANEL EWE BLOCKING TOP PLATE NAILING PER SFEARUALL SCHEDULE BOTTOM PLATE NAILING SHEARUALL EARUALL SCHEDULE 10 d• b' or. PLYUD. TO RIM JOIST PANEL EDGE 4 FELD NAILING PB2 SCHEDULE TYP. EXTERIOR WALL CONSTRICTION WTTN WALL SHEATH.. PER SCHEDULE TTP TJI FLOOR CONSTRUCTION h4 PANEL EDGE BLOCKNG TYR WALL COSTRICTION WRH WALL SHEATHING PER SCHEDULE TYP. TA FLOOR CONSTRICTION BOTTOM PLATE NAILING FER STEARIIN.L SCHEDULE m d NAIL 44 6' on. RTLLD. TO RIM JOIST PANEL B.E 4 FIELD NAILING PER SCTIEDULE CANTILEVERED FLOOR JOIST 3/4=1 ts 1 c 7 TO d NAIL s 6 oc RYWD. TO TA BLOIXIYs TOP PLATE WALNG PER 9EARUAIL SD -EMILE TYP. WALL CONSTRICTION WITH WALL SWATHE G PER SCHEDULE 17070 TYF ICAL WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRICTION BOTTOM PLATE NAIL. PER SHEARUALL SCHEDULE TOP PLATE NAILING FER SHEARUALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARC, DETAILS FOR FOUNDATION CONDRIONS TYPICAL WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE TYR TJI FLOOR CONSTRICTION BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE ANCHOR BOLT PER SCHEDULE 5EE ARCH. T DEAILS FOR F018JDATION CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION 3/4 1 - O 17070- 03300 -02 TYP. TJI FLOOR CONSTRUCTION TYR EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SHEARUALL. SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE CRIPPLE WALL (DIV. bJ SHEATH CPoPRE WALL SAME AS SHEARUALL ABOVE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL ® CRIPPLE WALL 3/4W-0 17070 -043 CRIPPLE WALL (DIV. 64 SHEATHING PER SCHEDULE PANEL EWE 4 FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARUALL SCHEDULE (1) •4 BAR CONT. (DIV. 3) SHEAR WALL CRIPPLE WALL - INTERIOR 17070.06170 -24 L + 3/4 "=f-0 17000- 03306 -04 NOTE: ALL INFORMATION ON THIS SHEET 15 NOT NECESSARILY INCORPORATED INTO 1 1 W V1 CD CD O CO 05 cc O 0 O co LSI TITLE JOB NO. SHEARUALL PER PLAN MID SHEARWALL SCHEDULE DOUBLE STUD BOTTOM PLATE NAILNG PER SEARUALL SCHEDULE TJI BLOCIO G BEAM PER FLAN HOLDOWN STRAP AT CRAWL SPACE nom-owe-2s TTP. WALL CONSTRUCTION WITH WALL SHEATHNG PER SC EDUCE DOUBLE STUD BOTTOM PLATE NAILING FER "EARIAL_ SCHEDULE BLOCKING AND FILLER ER BLOCK DOUBLE JOIST OR BENT PER PLAN HOLDOWN STRAP AT FLOORS 3/4 17070 - 06170 -28 DRAG STRUT CONNECTION 3/4•=1-0' UPPER WALL TO LOWER ROOF CONNECTION 3/4 =T 17070- 06170 -31 STANDARD SHEAR DETAILS & SCHEDULE 17000- 0e6130-60 ®INTERIOR _ SHEARWALL TO ROOF COND. OHOLDOWN STRAP ® FLOORS o-� 17000-06100-08 PLYWOOD ROOF CONDITION 3 /4' =T-0r SHEAR WALL ® GABLE END 3/4 =T-0' NOTE: USE O5B ON ROOF TTd155 PER PLAN WITH SHEATHING PER SHEARWALL SCHEDULE 16d TO MATCH SHEAR - WALL NAILING BELOW ZXQ WITH 16d TO MATCH SHFAFIUALL NAILING BELOW INTO TOP KATE PANEL EDGE a FIELD NAILING PER SCHEDULE TTP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE <4J bd 8 d NAL • 4' oz s Et. OUTRIGGER B d NAO_ s of TO TOP CHORD BLOCKS. - 4z BATXE < N3 TRIs h4 BA.ER FOR BARGE NAL 'MRr:T.4 NUR SHEATHIN 16d 4X4 OUTRIGGERS s 4' OL. NM JOIST HNYER s TRUSS GABLE END TRUSS 435 CLIP PER SEAWALL SCTEDILE TYPICAL ROCF CONSTRUCTION TYF EXTERIOR WALL CONSTRICT!. WITH WAIL SHEATHING PER SCFEDILE SHEAR WALL 0 EAVE 17000- 06100 -19 3/4' 4 (4) STUDS AT EACH STRAP BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE STRAP PER PLAN e SHEAR WALL SCHEDULE I -1/4' TIMBERSTRAND L5L RIM BOARD PANEL EDGE a FIELD NAILING PER SCHEDULE TYR EXTERIOR WALL CONSTRUCTION W. WALL SHEATHING FER SCHEDULE TYP_ TJI FLOOR CONSTRUCTION PLYWOOD ROOF CONDITION 07170. 06100-18 3/44 17000-06100-04 - i- NOTE= ALL INFORMATION ON TI-114 SHEET IS NOT NECESSARILY INCORPORATED INTO I!L W W >o� JLLL F --Z ��//�� LQ a � 0 V l ��Q �a(�Q a cnWZ� r�Op F� O IJJ � [[ r `,U 2 1 Q�QQ aQ�LW W RN N 2pQ� A I -up� (J) z l- ��z �A Q p Q n W ~ Q Q �cnzQ • QZQ A nQI�O QQ�z(/) Q QZlY O_ �oO(OQ • �ZQQW 'F^ w Iuwwzm () Qy ZI -C7Q[C co /v im' '9 _ + c" c. O 00 ce 4— O y� o — � g(0 V . w s ct I > � LC) • ,074 cu TITLE JOB 40. 02/08/ SHEARWALL SCHEDULE SPM 3dA1 Thin 2 a 3dA1 117N ONI Onion n7NIli7N 01314 I %bool9 noon x1109 BOHON7 3171d 1116 BLOCKING TO TOP PL. NAILING 2x JOI5T5 i slslor Irl ON11I7N ' Id 40101 OJIN00I9 I ONIlION 317id 001109 dH NOd 0I1011d3a L9' m 4001 31Bdr1 inv iR' GW8 ONE SIDE 5d 1 .M .V = YE 5/8' a 48' A35 NAIL ®42' 56 • 12' 5.1 a R' 100 PLF G4 OR 5/8' GWB CNE SIDE COOLER FOR U2' YE5 5/8' a 48• 435 33' 5d • I0• I6d • f0• 125 PLF G2 -T IR• GLLB TWO SIDES 6d YES 5/8 48' 20' 16d • 8' I6d • 6' G2-4 OR COOLER 'TES 5/8' • 48' 20' 16d • 6' I6d a 5' 55' GUB TWO SIDE5 FOR 5/8' PI -64 Leo YES 5/8' ... 20' I6d • 1 d • 5' 50 PLF PI -6 YE5 5/8 • 48• 14• Ibd • 5' .05' 240 PLF PI -4 1A6' 0,5B. YES 55' *32' 12' 164 a 4' 16d e4' 350 PLF PI -3 ONE SIDE YES 5/8' a 24' I6d a 3' ibd • 3' 450 PLF PI -310 USE 3x STUDS PANEL EDGES 545 PLF PI -2 USE 3x STUDS YES 5/8' • 16' T/I6' OSB.11U0 SIDES (2) ROWS (2/ ROWS P2 -4 STAGGER SHEATHING JOINTS W/(2) STUDS a YES 5)8' • 16' 435 CLIPS el. I6d a4' ffid • 4' STAGGERED - 100 FLF PANEL EDGES DBL. RIM (2) ROWS (2)120 P2 -3 YES 5/8• • 12• A. CLIPS e5' ibd a 3' . • V STAGGERED 900 PLF DBL RIM UEYER!AUSER WEN -4 HARDBOARD, SIDING C NO 55• • 48' n' I6d s 5' I6d a 5' 202 PLF OR ECUAL [CPO RFPOI21 2319 d r � SEE Fo1N 1 %EAR WALLS FOR ALL CQ•YRETE HOLDDOUNS. d m d if LOWER SHEAR WALLS =xah V8' =Y -0' IMP FOUNDATION SHEAR WALLS Scale I/8' =I' -0' MAL 11® SYMBOLS & LEGEND POINT LOAD FROM A5.OVE 4,7 POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOUN W/ LOADING HANGER PC LOAD TRANSFERED BY KICKER STxx HOLD DOIUN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER,. EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE EMEZIEt WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED N THESE DRAWINGS. SHEAR NOTES UNLESS OTHERWISE NOTED DESIGN CRITERIA I. SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTES I. ALL SHEARLALLS SHORN ON THE FLOOR PLAN ARE FOR WALLS ON TEAT LEVEL. (TYPICALLY SHORN SHADED, 2. ANCHORAGE f5 FOR 5I-EARILU&LS(PANELS) ONLY, WHERE PORTIONS OF UV, S ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED a 16' OLLMIN) PER TABLE 23 -I -Q_ 3. IlA- IE!s�E PORf((RL. OF /1101 15 4RE NOT DESIGNATED AS SHEAR PANELS: THEN SHEAR DETAILS DO NOT APPLY, FOLLOW MIN. UBC. RECURS-15,0E. 4. PROVIDE TWO 511.105 AT ALL HOLD OPEN LOCATIONS. 5. SEE MAN)FACTLFRER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOUN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYP5IM1 54EARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS, EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE T. DO NOT OVERDRIVE NAILS INTO SHEATHING. a STAPLES OR SOUS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAfLS FOR DE56C4NATED SHEAR WALL PANELS UNLESS FIRE- APPROVED Si TI-E BUILDING OFFICIAL ROOF t FLOOR SHEATHING I. ROOF SHEAYHUNG: T/Tb' OSB APA RATED SHEATHING- (24/0). LAT UP W/ MINIMUM I /8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 8d AT 6' oc AT PANEL EDGES AND T2 • oc AT INTERMEDIATE SUPPORTS_ PROVIDE EDGE CLIPS s 24 OC. 0 ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAT SHEAR = 180x082= 142psf 2. FLOOR 5HEATHIN C 3/4' CDX T4G APA RATED PLYWOOD (48!24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECEICATIGR' AFC EL PROVIDE TIG EDGES AT LONG PANEL EDP. NAILER EU-TALL BE 10d AT E' oc AT PANEL EDGES AND 10' oc .41 INTERMEDIATE SUPPORTS- Ae I AUAB E DIAPHRAM 514EAR= 26x082 =Mpef 3. PLYWOOD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END MAIN FLOOR SHEAR WALLS Scale VS' =1•.0' IAA >9DIii 11m LaralLIIONT UPPER FLOOR SHEAR WALLS Scala VB' =I' -0'. SHEAR WALL DESIGN NOT VALID UNLESS ACCOM PANIED BY 'WET STAMPED" CALCULATIONNS z r,4 ti OD CD CD ° ca 0) X .T$ J � I� Cl) ^ O l CO CO La LU y I CD o CO r y � CO _9 0) v in ,MOB NO.: .0.3124 BASE PLN 8200 -072 y37 uD' AAAV ') ') 7nnt I it _ 1 .M .V = VS _ ...I . .,,,, _ d r � SEE Fo1N 1 %EAR WALLS FOR ALL CQ•YRETE HOLDDOUNS. d m d if LOWER SHEAR WALLS =xah V8' =Y -0' IMP FOUNDATION SHEAR WALLS Scale I/8' =I' -0' MAL 11® SYMBOLS & LEGEND POINT LOAD FROM A5.OVE 4,7 POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOUN W/ LOADING HANGER PC LOAD TRANSFERED BY KICKER STxx HOLD DOIUN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER,. EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE EMEZIEt WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED N THESE DRAWINGS. SHEAR NOTES UNLESS OTHERWISE NOTED DESIGN CRITERIA I. SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTES I. ALL SHEARLALLS SHORN ON THE FLOOR PLAN ARE FOR WALLS ON TEAT LEVEL. (TYPICALLY SHORN SHADED, 2. ANCHORAGE f5 FOR 5I-EARILU&LS(PANELS) ONLY, WHERE PORTIONS OF UV, S ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED a 16' OLLMIN) PER TABLE 23 -I -Q_ 3. IlA- IE!s�E PORf((RL. OF /1101 15 4RE NOT DESIGNATED AS SHEAR PANELS: THEN SHEAR DETAILS DO NOT APPLY, FOLLOW MIN. UBC. RECURS-15,0E. 4. PROVIDE TWO 511.105 AT ALL HOLD OPEN LOCATIONS. 5. SEE MAN)FACTLFRER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOUN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYP5IM1 54EARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS, EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE T. DO NOT OVERDRIVE NAILS INTO SHEATHING. a STAPLES OR SOUS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAfLS FOR DE56C4NATED SHEAR WALL PANELS UNLESS FIRE- APPROVED Si TI-E BUILDING OFFICIAL ROOF t FLOOR SHEATHING I. ROOF SHEAYHUNG: T/Tb' OSB APA RATED SHEATHING- (24/0). LAT UP W/ MINIMUM I /8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 8d AT 6' oc AT PANEL EDGES AND T2 • oc AT INTERMEDIATE SUPPORTS_ PROVIDE EDGE CLIPS s 24 OC. 0 ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAT SHEAR = 180x082= 142psf 2. FLOOR 5HEATHIN C 3/4' CDX T4G APA RATED PLYWOOD (48!24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECEICATIGR' AFC EL PROVIDE TIG EDGES AT LONG PANEL EDP. NAILER EU-TALL BE 10d AT E' oc AT PANEL EDGES AND 10' oc .41 INTERMEDIATE SUPPORTS- Ae I AUAB E DIAPHRAM 514EAR= 26x082 =Mpef 3. PLYWOOD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END MAIN FLOOR SHEAR WALLS Scale VS' =1•.0' IAA >9DIii 11m LaralLIIONT UPPER FLOOR SHEAR WALLS Scala VB' =I' -0'. SHEAR WALL DESIGN NOT VALID UNLESS ACCOM PANIED BY 'WET STAMPED" CALCULATIONNS z r,4 ti OD CD CD ° ca 0) X .T$ J � I� Cl) ^ O l CO CO La LU y I CD o CO r y � CO _9 0) v in ,MOB NO.: .0.3124 BASE PLN 8200 -072 y37 uD' AAAV ') ') 7nnt