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HomeMy WebLinkAboutPermit D01-162 - FOSTERVIEW ESTATES - LOT 35FOSTERVIEW ESTATES LOT 35 4275 S 137 ST D01 -162 City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard. Suite 100 Washini; on 98188 DEVELOPMENT PERMIT Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: OCCUPANT OWNER CONTACT CONTRACTOR WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS RROCSEDING AT THEIR OWN RISK. 261200 -0350 4275 S 137 ST NSFR DEVPERM 001 North: 125 Contractor License No: .0 South: Sewer: Slopes: DUJARD A204L0 TOTAL DEVELOPMENT PERMIT FEES: $ * k * ** **Ak * k k A k k A* k k k A k * ** ' A k k* k k A A A* A A k 4 A 4 Fire .0 East: VALVUE This permit shall become null and void if the 130 days from the date of issuance, or if the for a period of 180 days from the last inspection. Permit No: Status: Issued: Occupancy: UBC: Protection: .0 West: Streams: DOI -162 ISSUED 07/16/2001 01/12/2002 DWELLING 1997 N/A .0 Phone: Phone: 425- 334 -5018 Phone: 425 -641 -5320 FOSTERVIEW ESTATES - LOT 35 4275 S 137 ST, TUKWILA WA 98158 DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA 98206 JOHN KAPPLER 14311 SE 16 ST, BELLEVUE WA 98007 DUJARDIN DEVELOPMENT CO PO BOX 105.9, SNOHOMISH WA 98291 AAA k* ** *****A***** *kkk ** *k kk A AAAA4 k4AAk* 44* *44 Permit Description: CONSTRUCTION OF A NEW 1,849 SQ FT SINGLE FAMILY RESIDENCE, 637 SQ FT ATTACHED GARAGE AND 192 SO FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE ACCESS, LAND ALTERING AND STORM DRAINAGE. * *4AAA *AAkkk*AA * *AAAAA *AAA*A** ** AAA4 4kk AAAAk44k44A4* 4 444 AAAA 4 A 44 k*AAAA 4444444 A 4 AA Construction Valuation: $ 174,603.12 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS k A 4 *A A A A A A A A* 4 4 4 k 4 A k A A A 4 k k k A A A 4 A{ Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 596 Fill: 40 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N kkk**A*** k*A k** kk* k* C* kk** k.4 k*k AAAAAA* Ak# kAk**** A AkAAA * ** *k*AkkkkAA*AAkk *AAAA 1,647.75 A k k k A A k k A A A k A k A A 4 k A k k A A A k A A k k A A k A A A A A A A A A A Permit Center Authorized Signature:_ L 6:U.r.tlA,CA-- Date:22" f; "a____ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of t h i s permit does not presume to Ove au tnvr i t_y to v i o l a t e or cancel the provision of any other state or local law's regulating construction or the performance of work. I am authorized to s i g n for and obtain thi development. Signature:_ L'v_!- !-1.4. ��.4" Date: l 11 c � work is not co i'..encei within work is suspended or atandoned j!. Addre.7,: S 17 17•12i1-16..: Suite: Tenant: S-ratys. T“ PEVPEPM Parcel 4: 261200-0350 issued: -4,+*4*.44**4 *44444444444.444444.44444k4P44A 44 I it At 4444*.k44 4. 44444*A A4.44 lk k 444 i k Permit Conditions 1. No chanQes will be made to the plans unless al. the Engineer and the rui.wila Building Di •. Enlaineered truss drawinos and calculations snail te and available to the building inspecto for inspec!:.7 purposes. Documents shall bear the seal an4 siQnat of a Washin9ton State Professional Enoineer. 3. Any exposed Insulations baci in9 material I 6-6v o Flame Spread Pat of 25 or less. and material shall bear identi- fication showinil the t peformance rarin9 rherec:f 4. Subilrade preparation inclu1in9 compaction. and fill re:luirement shall canfocw strsti recommendations 9iven in the reporr. All cOwstruc.tion to be done in :tormanc.e with aonco plans and requirements of the Uniforw Euildin9 •:ode 1 99 Editionl az amended. UhifOrni MechAniCO; I:cde and Washin9ton State Ener9y Code t199 6. Plumbin9 permits shall be o6t3ined th,cuqh th:? County Department of Public t1061t. Plumbin9 will ve I nspected by that 6ytil0Cy. !n 313 9as pipino 96-4722). 7. All wood to remain in placed concrete I I e. treated woo.J. 6. Validity of Permit. rhe issuance of 6 pei*mt aborcal plans, specifications. and computations shall t be (.0-i- trued to be 6 permit for. Cr an oporo'..al of, 3ny of any of the provisions of tne builoin , ...ode or nI other ordinance of the iurisdiction. Lorlor r to Qive authority to violate or cancel the prions. th;s code shall be valid. 9 Electrical permits shall bt.:. thcou9h toe ihashtn9ton State Division of Labor and Industries and ail e:ectrical wori. will be inspected by that a9encv .14 3-663C0. 10. There shall be no ocoupane , . c-f the buifdin9s' until the final inspe:tion ha: Peen completed the T.A.wila E Inspector. 11. All mechanical wori shall be unde.. separate permit iss t the City of Tui.wila. 1.2. 411 permits. imEpectton recocds. and . 3pro..ted te available at the site pcor tc the of 3n? o struotion. These documents isC tO until fin31 inspect 9c,:tnted, 12. Contractor snail noti-f at :06-433-0l79 commen.:ement ano comp!erton :f wc 24 hotu's in ad:,:anoe. ALL CONC:ITIONS OF FOSTER VIEW ESTTES PLPT E MET. SEE L99-0018 SHT 4 )F 4 IS P4RT OF Ti SUBMITTAL. ALL STORM CiR4P.IAGE PIPES SH,-LL OE AS.TM-D 3•34 PVC SANITARY SEWER PIPE WITH 1 ;ASKETED A.w! AD N-12 THE GEOTECHNICAL ENGINEER SHALL PROVIDE A:ERTIFIi:ATIA.74 01'; I LOT BY LOT BASIS THAT THE WORJ H. BEEN t.CA:OMPLISHED Jr ACCORDANCE WITH THE GEOTECHNICAL PECOMMENDAT7ONS. APPLICANT SHALL OBTAIN WATER METER PEPMIT rROM DISTRICT *125 AT 206-242-1'?547 ANC IT FM VALVUE SEWER DISTRICT AT 206-242-3236. 74. Temporary erosion control 41e,712A3res shall be imv es the first ordev busine: to ore..'eht sedi:kientatin (:ff- site or into etinQ 15. The site have permanent ero,rion coritol measurez. place as SOOn as possible te fihai 9r,i0to9 '13: teen completed and prior to the Final Inspection. 16. The driveway '.;holl te desi9ned and sloped ia from the driveway does not f!ow the e.istin9 surface. ;. Worl affecting traffic tlows with the City Utilities InsPector. Traffic f V;an: shalI he s.ubmitted to the Inspector ft c ptTh:# 18. FROM ocrosEP I THROUGH APRIL 30. COVER ANY SLOPES ANC STOCKPILES THAT ARE 3H: IV OR STEEPER AND HAVE A VERTIL RISE OF 10 FEET OP MORE AND WILL BE UNWORiED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD. COVER OR MULCH OTHER DISTURBED AREAS. IF THEY WILL BE ONWORKED M9RE TH4N 2 DAYS. COVERED MATERIAL MUST BE STOCFPILEC; ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AN MAINTAIN THI'S STABILIZATION WEEKL'i AND IMMEDIATEL BEFORE, CURING AN[ IMMEDIATELY FOLLOWING STORMS. FROM MAY I THROUGH SEPTEMBER 30, INSPECT g.ND TEMPORARY EROSION PREVENTION ANC: SEDIMENT LEAST' MONTHLY. ALA DISTURBED AREA OF THE SITE SHALL BE RERMANEhTL STABILIZED PRIOR. TO FINAL CONSTRUCTION APPROVAL. T hereby CC(ttv that I have ;ii r!!e , 2.1.2nOition . s with thers; as outlined. All brovI:77i. of ano thi wOrk w be COMpii,?..d eiitn . whether soe it not. The Oc th;.z. pt:1::'FHt te .iegulatiqg Signature: Print Name: Project Name/Tenant: s.irsr Vi taw E5 fa Lo f 3S Value of Construction: /94 4 03 Site Address: 4V1S 5tZl ZV 131T f City State /Zip: Tax Parcel Number: 240/200 - U Props Owner: I D Ul>rA l tt\ 0 '4.0 P,�.o r hver'�" c a . Phone: M 2 331 • 57)19 Street Addre: IP.O .'box 530t) Fvt .rti W A City State /Zip: `1820to Fax #: 4 12-5: 33'1 •sAHi Contractor. ' Lb . Phone: 0 a Iry 0 e A142A, 1 r tvert - Street A2fdress: City State/Zip: Fax #: Arc it ct: Ck p I f Prrc ' ti e_c e.. - Phone: 425- tc 41. S320 , Street Address: City State/Zip: 1 i -VAIV se tto`'M s-t. SeAlet)ti..WPi et15003 Fax #: 1zs wt'( l'5SJ6 Engineer: Ertf✓ - rit. -t-?...e. Pssoc.. Phone: 42.5'•771• tk.2"JZ , Street Address: City State/Zip: Fax #: S 02 Contact Person: Phone: Street Ad a s: City State/Zip: Fax #: Description of work to be done: \\I VA) .. _'ow■ Babe. P(gn g�o� - 3 •� Type of work: ilila 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 ❑ Residential Reroof Is this site served by: ifil Sewer ❑ Septic (King County Health Dept. approval required - 296-4722) Existing Square Footage for Structure: WPC 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: I NI' sq. ft. Dwelling I C M sq. ft. Covered Deck(s) 1437 sq, ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot)_"_A/A 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 TU - '"WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 STAFF USE ONLY Project Number: Permit Number: 1201-1k (-1k 2- Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Single - Family Residential Permit Application APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: ` (Additional reviews shall be determined by the Public Works Department ❑ Channelization/Striping ❑ Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): , ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time* End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage in Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applic viewed and is subject to possible revision by the Permit Center to comply with current fee schedul Expiration of Plan Review - Applications for which no permit is issued within 180 days following the pire by limitation. The building official may extend the time for action by the applicant for a period written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current be extended more than once. Date application accepted: U SFPERMIT.DOC 2/13/97 Date application expires: ant. This figure will be re- es. data of application shall ex- not exceeding 180 days upon edition). No application shall Applicatioken by: (initials) PLEASE SIGN BACK .OF APPLICATION FORM BUILDING. OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: 5 vwetx. \ ),\ v Phone: Fax #: Address: 14 4a11v \n x k ryi j _' t L erts City /State /Zip: ALL , INGLE- FAMILY RESIDENT ' L PERMIT APPLICATIONS MUST B - , WITTED WITH THE FOLLO DRAWINGS PREPARED , .A REGISTERED ARCHITECT OR PRO. CSSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross - section Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas/Electric /OII /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". ❑ Building.Owner /Authorized Agent if the applicant is other than the owner, registered architect/engineer, or contractor licensed by the'State.of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND ! AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOtr' 2/13/97 f.** *4 4 4 4 44444. 4 4 4 4 4444*4444 4 4 4 4*4 4 4 4 * * 4444 4 *****4 44444 4 4'44444 : '' 11 l' ? 41441sAi ilq z • - iCI aql; O:0-00Z197. : 1 .11‘qD 1.0710d0 :Tr.11-TOO 70 0 Ili.woFf'd H (“j1 0)Cih :PoL14014 1 1 1 -coow.1 :41qMINIJAJW5A111 'tt■Witt44 1D3HD t401d 9NICUIld 11 117-1J JI0PDd ONOi 4 f910 41015 - 31A V3PI - DDJ EISN) 3L3 ?PiH) flJ (111 flnj 31.(1U3 ii u - NOW 001:4flid:)E •' *k* **k *******A_ C11 Y 01 iIJKW1t A , ** * * *k ***AA*A** 114ANSMI1 Number: 1'aymerat. Method: Permit, Nu: Parcel No: Site Acldrc: ,s,: I t a l lee: 1 . 518 . 1'-, rhh I:; Payment. 100, 00 Fot 1 At_ I Pmt:;: 100.00 BaI<wl.:e: J.418.l',; ************** AA******** A ***k**** A* *****AA * **A*AAA*** *AAAAA*AAAA Account. Code t)o:wr i pt. I01) Amount. 000/:345.830 PLAN CHECK - IIFS 100.00 r . *** Ak** AAkk**A* AAk **AAAAAA*AAAAAAAAA**AAAAA*AAA WA 'F t4AN`;M 1 1 kkh* **AA. *k *kk *A * * * *A*k * **AAk ** *kl,. AAA **k* A ** 14010067? Amount: 100.00 05/72/01 1'2:1? t:i-II:CK Notation: t)ti;IAf4l)1N I)FVFI t ►F' •1nit.: 141 FI D01-162 'I ` p : I )I- VF-'F t,M I )f Vl- I (fl'FIF Nl P1 F4M t 1 ?61200-0350 42'1', S 1:37 Si P jec Pima vi ec.,J — I 3; Ty e of Ins ection: Date cal d: ---` � f /y / U.1 Address: Sp ciai instructions: I Date wanted: } , rain. t p.T / Requeste r iIZ.n .3 r 1(2 O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: proved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. (206)431 -3670 Inspector: Date: _ $47.00 T'SPECTION EE RV UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Date: Receipt No: COMMENTS: Type of ii,spection: r - dvii L.- I I .1 # .. . ._ ....• '-L. _ _ 4 Ve.,L , . e.1 . 4- ' 7 7:-•\ .e...e — _ ../_......" At . e- ?I \el f 5/ f 1 , IL/ ...the a i . wwT . . .4./ ./e. r)-, — 5.47 4 7 ‘ ))., 1 -/ LibII/ bficri , si yoZt , .52 /1 4 Pr9ject:. F(;s rf- it vIt w ........ter95- Type of ii,spection: r - dvii L.- Address: H 2 /.5 C /?7 Sr Date called: Special instructions: Date wanted: -m — K — ° 0 Ak 411s, • Requester: (LizizeL ...,,, Phone: • - ?I \el L INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 J Approved per applicable codes. tCorrections required prior to approval. El $47.00 REINSPECT E REQUIRED. F to inspection, fee must be paid at 6300 Southcenter RN., Suite 100. Call to schedule reinspection. Inspector: Date:--) r_rL) Receipt No: Date: • ,;;,;t`, • ' • ,•• • - • • • • • Project: F( ``H .14 v vie( .- L c 3j Type of Inspection: • )ic zrt . U \ 1 V, ( f G Ill 7 5' /3 s7- Date al Special instructions: Date wa? ted: 2. -. /� / ) a.m. ' , Requester: C--10V Li Phone: eatotAmoviri:v4xtrar4 ,t, y � 1�.3..ItroY�a 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: pproved per applicable codes. Inspector: ! / +' Date: , e / .2 /C.: �r•,� 0 SPE N FEE REQUIRE, .P rior to inspection, fee must 0 REIN SPEC O p st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Receipt No: Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. COM 7 I r 14, -, ' it v t 3s Type of Ins ction: t.oct I 7 :ill cfl(ti1r Address: 14,2-7 s 137 f i Special instructions: T - 7 , Reg Je r. 0 I' 7 a «A./'- P ry / 3 / ! 7 '/ '. --} . '= •� ... 7 k r'' ' 1 L ! et I - T P _ .. / Z .�-- i (` d 2 'r - er = o,--t i . . t ,:,,/ 4, - r i PPP t7"5 \ oject: osk / &G. ' it v t 3s Type of Ins ction: t.oct I 7 :ill cfl(ti1r Address: 14,2-7 s 137 f Date c ed: 11 *7 . '72 Date nted. i 1 a.m. / c O r i‘ t / 1:7 Special instructions: Reg Je r. Phon `'A oved per applicable codes:` INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Fd-i& Corrections required prior to approval. n $47.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. yp (206)431 -3670 COMMENTS: ` I -. 1N W.s\ t CI rat) - r ( O0 r'. 0► \t_Y \ V\ f'1 f 1 V) S M c MCI win \ .) S F' a t • ) S{ t., < Q Y a t u P . CAv'C CO t C. Special instructions: Date4 me : 0 4u vtiski 4e t. :tit on Ph ,. !is 3 1.,; \\ \\ \s 1 \ V ›, k c4 A t 0v1 It 1 `-i C.— 10 r'‘, fi Y ij/ prove J Y��VL/ ` Tyl Vnspectitann; / ��" �.l � l to /- ,.,._. 3 iOf d e tri5 5I - ate c ed: D , X11 Special instructions: Date4 me : f2 . Re u ster: � on Ph ,. !is 3 �^ lot/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. Corrections required prior to approval. Inspector: ` e— Date: ` 1—.2 Asti. i { j $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit OP (206)431 -367 PERMIT NO. P Jett: Type of nspection: Adc reds 7 75 c, /3 Date called: f p Special instructions: Date wanted: / / /?' / a.m. p,m' Requester: Phone: INSPECTION RECORD Retain a ropy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981`88 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect t 6300 Southcente Blvd., Suite 100 Call to schedule reinspection. eceipt No: ? # /, ' ev'o CV/ '1/C)Cr 1 /77-1S t e J 1 9/,/ n/ //F (.//it/i:aa. t y --. Date: ► Cx4,1/4 // 2 .00 REINSPECTI e N FEE REQUIRE] . Prior to inspection, fee must be paid Date: PERMIT NO. I:6P) (206)431 -3670 COMMENTS: -) R (Ye 7;./11/:-?1- F`4 //) -3 C_-- J C '1e %G2 77„ 5 p S .2 1'7 ie /0(' . i 2/ DP- 4/ 4/ ..:3 6 I / -fir. .mod J /)d?f • / 3-1/2 . re - s p /ci1 U v /. -r / , ( � S � (" J r r'7 to z.- i)(7r (r , -- ) i 4-" j A 1 et" (v XT? 4../ / ..__ I2 )P sJ)/% r /F -, ,D 6 .., ) r / ,e f P //1 .1 ,Us it ( s? i .it-'vv .7 R./t r.'• (� a.rriN Pam C (--' (F 3/()fi/ .: )o,e7 0 ( / / /f) c 6 07_/! S i 01 S eg e 1/25 /s /cp '' Si,iy,r s Project: Typepf-I spec>`i r Special instructions: Date wanted: (� a.rriN Pam Requester: Phone: 1p INSPECTION NO. Inspe5 ...O INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 [Receipt No: Date: PERMIT NO. )( _" (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. Date: .r (74A / ,/ o O/ )47.00 REINSPECT ON FEE REQUIREQ. to inspection, fee must be paid ,-"" at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 11 Z COMMENTS: / y� �1 � 7 f ? f4j / 177/ .C-./— — ,\/( ... /CJO , j,JriNe P7 Pa //,4-(1//r 7 ( 4 j 1!u1 /7 - ' , - 4 n101-0q7 / 37si Date callgd: //( Date wanted:/ / //,/z< O / a.m. p.m. Special instructions: Requester:,-- ' Cop /J Phone: , 1 \ sJ_J Pro ect: 1 , r.3 kJ Type of.)nspectioe: /- /t , A / c , Address: / ?Z 5 / 37si Date callgd: //( Date wanted:/ / //,/z< O / a.m. p.m. Special instructions: Requester:,-- ' Cop /J Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pector: INSPECTION RECORD Retain a copy with permit i PERMIT NO. (206)431 -3670 J Approved per applicable codes. Vicorrections required prior to approval. Date: 47 0 REINSPECTION,EE REQUIRED. Prior to inspection, fee mist be paid at,5300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecgpt No: Date: COMMENTS: /3 - l, Type of I • spection: Date called: I r 4 4f I 11/181 1 VIc 0 ki i L Date want wanted P.m. Requri a -Pc .- tr, , V\(+ (1 h( p -1---c) cf PC ject: * AL! 1 7 ,. , ( cial i /3 - l, Type of I • spection: Date called: I r 4 4f I 11/181 S e instructions: Date want wanted P.m. Requri 7 3W00q '71;;s:444' ' Qe 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 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr j t l���r'i&4 — L T of Inspection: '" i' < -Y 1 ►1 A d ess: S; S 131 St Date called: 1 I/13/01 ,,,,,,JJJ Special instructions: Date w nted: ,,III'10i �dnl. I). Re aster• ' C1 ( li 1 -75-5 - '" ' 3r' '-/ — w INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 U Approved per applicable codes. 1E4 Corrections required prior to approval. COMMENTS: 1)PGt1/2- e vcy L+'\ c Owt AA-4z lv Inspector: Date: n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Project:, ' YV i e — L a f .35 R Type 5 to cor i +' chill(' 4d'Tss f 7 < , ate c led C ' I 7Fi Specia structions: . DDtt : /1,1 p.m. 1 R�ester: (' Y LI 'J)T 331- t7ifitL/ Project:, ' YV i e — L a f .35 R Type 5 to cor i +' chill(' 4d'Tss f 7 < , ate c led C ' I 7Fi Specia structions: . DDtt : /1,1 p.m. 1 R�ester: (' Y LI 'J)T 331- t7ifitL/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 pproved per applicable codes. El Corrections required prior to approval. Inspec I Date: 1 GC. ty e:54.-Cr/ $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: Project; feta .55 Type of Inspec : Ad ress: ,. -, -- i ,- _ ! ., Date cal ed. IC', Special instructions: . Date wa to : (fa.m. Requester: r ) r, i. t. I Pho g• r i �'' , " 7 ()- q (r(" q • INSPECTION NO. 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: e'er% 1.6 $47.00 REINSPECTI e N FEE REQUIRED. Pfior to inspection, fee must be paid (✓ at 6300 Southcente : Ivd., Suite 100. Cal to schedule reins section. e ject: , } - / , y Type of nspe tionn f7 l L I 75 / ?7 Date ailed: /0/1/10/ ecial instructions: Date wanted: i� /0 /1 2/0/ p.m. Requeste! ( .04 -- Phone: it-id) 2.:30 -. 9 ( y COMMENTS: Spector Date: i INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. n Corrections required prior to approval. 7.00 REINSPECTION E REQUIRED. Pri o inspectior(, fee mu be paid at 6300 Southcenter Blvd , Suite 100. Call t� schedule reinspection. a Receipt No: Date: P- roject: _ CJsTt- 1 t r's - type of Inspection: A ctjj ht� 16 Address: 775 S I.�7 ST Date called: ceZ3 pec instructions: _ pat ntetdJ r 1 m • Re Aster: i (rC Phon : "� 1- 4 , 95 _ 3 -- C HI Oct INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Inspector El $47 1 O REINSPECTION F REQUIRED. Pr or to inspection, fee must be paid at • 00 Southcenter Blvd., Ite 100. Call t• schedule reinspection. Date: Receiptft (o: pproved per applicable codes. INSPECTION RECORD Retain a copy with permit Date:, (206)431-3670 Corrections required prior to approval. PERMIT NO. �� Pro'ect: I et.) - L v T of I spection: c< tisx AP (tf -C 3 '" Ad ress: p5 3 /37 J Date c I I + . f zi /0/ Special instructions: D ) �ante !' a.m. Repkestes: .co tr "" Phone: ']. s"- 319- Lf y 7 I I LAZI INSPECTION RECORD R etain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Inspector: ept No: PERMIT NO. (206)431 -3670 Corrections required prior to approval. Cy Da — � 0— $4760 REINSPECTION E REQUIRED. Pi or to inspection, fee must be paid ay 300 Southcenter Biv ., Suite 100. Cal, to schedule reinspection. Date: P.r�o ect: I �ViPt 1_I) 7 S - 1)12 ilr.4cc Tye.of Inspection: u,.." r eif Date called: r. Address: Special instructions: - Date wante4 / n ! 1 a.m. Requester: if -.--. in'i fh P one: _U41 Z 1 t.. !' 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 :44 INSPECTION NO. Approved per applicable codes. COMMENTS: Receipt No: INSPECTION RECORD Retain a copy with permit 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. Date: PERMIT NO. (206)431 -3670 COMMENTS: .- -... A .. Type of Inspection: - 1 NI I . i el . 4 CO • A dress: • jg -- 2 . 5 __s /2 5 ■ i 0 ... , / .). Special instructions: //-1-3D Date wag: ..... „ /7 „,, 4 .„._„( ( ,- _6,0 (,,,,/ ,-, c_.-74- 'd -4-r4--)74 C o a■C'79 4.0S-I e 4: 4,1; ` I, Phone: 1 ,644 te ry.4 10 / 4; :••' .." . .. z.....(.. Of sl:/ Ar / ",-, ..„, -," /./ ,r/o/1 / /110,41 ./../ /'& d'Ar /1 i A....." e. -.41L-,.....-■ ... .._ 2 74 '-...- Pro'ect: tt . ..." ( _._. Type of Inspection: - 1 NI I . i el . 4 _ A dress: • jg -- 2 . 5 __s /2 5 ■ Date called: (; — ? Special instructions: //-1-3D Date wag: ..... --) ( ,- Requester: Phone: - " - INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. Ej Corrections required prior to approval. AG& AP Inspector: 'F Date: ' , • (206)431-3670 El $47.00 REINSPECTION E REQUIRED. rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: Project: poo5 ,fr t// e1O L 0 i T e of Inspection: ,. iniri T 1 Q -hys 1 Ol1f'%! t L Address: 1 1 / 4775 ' 5 137 ,..5 - Da called: J aplo 1 Special instructions: D ge yv. 71 : Requester ter �✓J fi Phone: .Q06 -- 2 7 - 6 3C) INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: — —g•V A SSO1 a4T Pef�T ....� - E ' I "i 6 r `r Al I $409 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid a 6.3b0 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -367 Corrections required prior to approval. COMMENTS: — 13747 Type of Inspection: 4 A Date called: /'7 /i y /ai Special instructions: Date wanted: a I t i a.m. p.m. • 4 Q e A . a < . 4 • 4 a/ 4• .. l . t . + . .111r > 7/f 0/ 1 LAN IA ( 1 41"J di..�_,c. / t1 /)/ ( , k j..,Gw i...-c,.. , 7 7 (z/ ikAA (_4(.1 1 a d N - 1, f&i f / ( Aft...: «.7 G..07 -7 Project: Address. _ �1 CGN 11 0 . 75 . 5. — 13747 Type of Inspection: 4 A Date called: /'7 /i y /ai Special instructions: Date wanted: a I t i a.m. p.m. Requester: bit 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 Approved per applicable codes. Inspector: 6 U Date: f ' / 6° ,l $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: • Corrections required prior to approval. Pr ct: s 51 F�� Type of Inspection: ,S Address: t(7 )D 137/11 v;. Date called: /2- VO I Special instructions: L 3 (� � Date wanted: �(�� -� a.m. p Requester,/ / �f (/t. Cj C 617 J � C Phone: ,te 50 .f" INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: ( fl f. ( crtA.Q c)(C_ ID $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 1 COMMENTS: Type of Inspecci9n: j :?, () I t; k5 2101/42— '4 4m9 Special instructions: Date wanted: 02/ G- /,',1 a.m. Cp m. ) Requester: c • Phone: 2 -1/VPL- Lv-g--L,___ ..... 1 2-1 1 11-'2-- /k /L4- :1, ci A AO r is $ • (A). C - A..t. ,. L ?...1 IV..)2..- ) 7 P ject: t vS - fei,ACt) - lel .-- Type of Inspecci9n: j :?, () I t; Address: 4' 75 S I-37/4 Date called: ;- ,2 , //d Special instructions: Date wanted: 02/ G- /,',1 a.m. Cp m. ) Requester: c • Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: 1 I ( 1/ Y," Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Receipt No: Date: Project Name ; • ;' ' Address Suite t :\\ Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authored Signature FINALAPP.FRM Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 y ^V City of Tukwila TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Rev. 2/19/98 • Permit No. Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Date T.F.D. Form F.P. 85 WA1'TSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99083 \ \9908323.WS Homeowner: Builder: Site: DUJARDIN PLAN #1872A 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 429 9.60 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: 1872 ft2 Weather Data: Seattle, WA Climate Zone: 1 PROPOSED 410 Btu /hr -F 9.50 kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Value U -0.041 U -0.520 U -0.390 U -0.082 U -0.062 U -0.036 ACH -0.350 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 06/13/80 HOUSE ID: 99083.23 Area = UA 879 36.0 280.8 182.5 56.0 21.8 2531 156.9 879 31.6 16867ft3( 108.0) Reference UA 429.0 X Area = UA 879 36.0 221.0 114.9 56.0 21.8 2240 183.7 351 21.8 879 31.6 16867ft3 (108.0) Proposed UA 409.9 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99083 \ \9908323.WS Struc Mass Light Frame, Sheetrock walls M- 3.000 1872 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: Solar Access: PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION Eff S Glz: 55.2 3.8% Location South 55.2ft2 Southeast : East Northeast : PROPOSED Gas Furnace DEFAULT 78 % 0 62 % 0 Vented crawlspace Attic or garage 0.60 26999 Btu /hr 6126 Btu/hr(23%) 33124 Btu /hr 49500 Btu /hr (150 %) 88 MBtu $ 493 Integrated Spot & Whole House 0.0 O Btu /hr tons(@125 %) kWh /yr Partially Shaded Avg Rvalue PROPOSED PROPOSED R- 8.0 R- 8.0 North Northwest : West Southwest : Surface Area 374.4 ft2 74.9 ft2 55.2ft2 55.2 HOUSE ID: 99083.23 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 5616 - Rippler JOE NAME: JCB NUMBER Associat"s Architects Dujardin Development Fosterview Estates Plan 1843A DATE: BY: 5/22/2000 99083.23 SRU r 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 I 7.50 I 1.00 7.50 TOTAL LOWER 7.50 MAIN FLOOR KITCHEN _ 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 NOOK FAMILY STAIR DINING LIVING ENTRY TOTAL UPPER 156.17 UPPER FLOOR MASTER BEDROOM MASTER BATHROOM 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 BEDROOM #2 BEDROOM #3 BATH TOTAL UPPER 96.00 SUMMARY TOTAL GLAZING SQ. FT. 259.665 TOTAL HOUSE SQ. FT. 1,849.00 Glazing % l 14.0% h 9/15/2000 9908323 - Glazing.xls Kappler Architects P.S. HFRLOR 1l fMCLUOfS1 STOR/ Job No. 99083 -23 Date 2/29/00 SPM Lateral Analysis for: Dujardin Plan #1843_A 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 SITE 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. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION 854 864 791 SF SF SF OTHER SF, LONG / SHORT WALL I 0 I `TAIL 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 9908323_Pian #1843a_(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 Tr OF . AS FT FT FT STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 28 1 8/21/00 PAGE 1 WALL HEIGHT Ce Cq qs 16.40 Iw 1 13.22 PSF 0-15' P= 0.62 1.3 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 163_Q Reliability /Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: As Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear i = element story shear x 10 / Iw element shear Iw (LENGTH) P= WIND PER SECTION 1618 r max = f I -9.49 I r = therefore use DESIGN CRITERIA FOR WIND ANALYSIS DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure tw = Importance Factor VALUE USED Ce = Cq = qs = Iw = 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (Iw) 252 5 story shear 504 I 10685 f I I l WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 12.8 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #NIA 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls P= Min = 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH PSF • 1361 37 5041 I. 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 FIB 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 pppLE!$ 56 1TEC ��65040 0.3513 3754 Main Floor (Lower walls) 26092.5 12 RFI 111 AlA 1578150 0.1984 2120 P) Upper Floor (Main walls) 15 10 864 64 SF 8 12960 5120 S / S EX. WALLS 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 #N /A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS BASE SHEAR: Vb= (3.0xCaIR )W where: DEAD LOADS STORY SHEAR Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load VALUE USED 2= R= Ca Rw= Rw= BUILDING LOADING EARTHQUAKE PER SECTION 1628 table_16bQ 16N 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFJ LONG WALL ISHORT WAL WEIGHT TOTAL WEIGHT W= 23688 # I 76180.5 Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi TOTAL FLOOR FQP§g41 1975680 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls '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 # Wihi / sum Vi 10685 # /21/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) ROOF DIAPHRAM SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main wails) (F) Main Floor (Lower walls) #N /A 140 109 132 0 # FT IS FT # FT It FT Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS CHECK TOP CHORD M= 18957335.76 T =C= 677047.7056 2 -2X4 10.5 ' , :84480.73: ALOW.Ft= 2 -2X6 16.5 ;;;: 4103319; 16d Effienal 1.33 143.64 #!NAIL SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 1.33 MIN BOLT SPACING 5/8" DIA. AB 790 1.33 MIN BOLT SPACING SEISMIC FORCE WIND GOVERNS WIND GOVERNS WIND GOVERNS 3171.184'. #FT 731,50 1050.71 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908323 Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 828621.396 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND & SEISMIC UNIFORM LOADING COMPARISON WIND FORCE (P) Roof (Upper walls) 208 (P) Upper Floor (Main walls) 138 (P) Main Floor (Lower walls) 145 #N /A 0 # /BOLT 2.42 FT O.C. #/BOLT 3.47: FT O.C. 4713.50 NAILS 525 1.33 Not included in total 140 109 132 0 208 346 492 698.251 # FT # FT # FT # FT # FT # FT #FT # FT IS FT #FT # FT OK 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) ROOF DIAPHRAM SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main wails) (F) Main Floor (Lower walls) #N /A 140 109 132 0 # FT IS FT # FT It FT Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS CHECK TOP CHORD M= 18957335.76 T =C= 677047.7056 2 -2X4 10.5 ' , :84480.73: ALOW.Ft= 2 -2X6 16.5 ;;;: 4103319; 16d Effienal 1.33 143.64 #!NAIL SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 1.33 MIN BOLT SPACING 5/8" DIA. AB 790 1.33 MIN BOLT SPACING SEISMIC FORCE WIND GOVERNS WIND GOVERNS WIND GOVERNS 3171.184'. #FT 731,50 1050.71 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908323 Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 828621.396 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND & SEISMIC UNIFORM LOADING COMPARISON WIND FORCE (P) Roof (Upper walls) 208 (P) Upper Floor (Main walls) 138 (P) Main Floor (Lower walls) 145 #N /A 0 # /BOLT 2.42 FT O.C. #/BOLT 3.47: FT O.C. 4713.50 NAILS 525 1.33 Not included in total 140 109 132 0 208 346 492 698.251 # FT # FT # FT # FT # FT # FT #FT # FT IS FT #FT # FT OK 8/21/00 PAGE 4 I 4.5 4.5 3.5 2.25 113 .: P1-6 . Mo= WaII(DL) Roof (DL) Mr- T =C REQUIRED 4060.24 4060.24 3157.97 2030.12 MIN PLATE NAILING 15 INC O.C. 360 360 280 180 170 170 1440 900 795.00 795.00 2006.67 810.00 725.61 725.61 328.94 542.28 NA NA NA NA 12 11 5 0 0 156 P1.6?;:, Mo= WaII(DL) Roof (DL) Mr T =C REQUIRED 13724.47 6238.39 0.00 0.00 0 MIN PLATE NAILING 11 INC O.C. 880 400 0 0 0 0 0 3226.67 666.67 0.00 0.00 954.35 1114.35 #DIV /0! #DIV /0! CS16 -30 CS16.30 #DIV /0! #DIV /0! I 8 3 5.5 11.5 0 83 P1.6' Mo= Wall(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 #DIV /01 NA NA NA #DIV /01 I #N /A 0 0 0 0 #N /A JA *1 #N /A1 MIN PLATE NAILING #N /A INC O.C. Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A 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 z tt O u. 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 0 2 UPPER FLOOR Load Ht. 8 208 208 2 /3DL REACTION HOLDDOWN 208 2/30L REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 208 0 w 2/3DL i-- 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a WALL SEGMENTS b c b b C C C d d KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d SHEAR V WALL TYPE 8/21/00 PAGE 5 16 28 0 0 0 1191r..:; P1.6= : +' 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! F 16 27 0 0 0 123P.,1 =83t Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 2160 0 0 0 720 0 0 0 25920.00 0.00 0.00 0.00 25.82 #DIV /0! #DIV /0! #DIV /0! NA #DIV /0! #DIV /0! #DIV /0! I #N/A 0 0 0 0 #N /A _1 :::.:' #N /A =- - 1 MIN PLATE NAILING #N /A INC O.C. Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #NIA 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #NIA #N /A #N /A #N /A #N /A #N /A I #N/A 0 0 0 0 #N /A 1.#4:7 #N /A I 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 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 208 2/3DL REACTION HOLDDOWN 208 2/3DL REACTION HOLDDOWN 208 2/3DL z REACTION HOLDDOWN 208 w N 2/3DL z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b c c d d d c KAPPLER ARCHITECTS BELLEVUE, WA 425-641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d SHEAR V WALL TYPE 8/21/00 PAGE 6 Z N IQ W = J CD LL WO CO O ILI W D 0 W co lilt Z I 8 4 3 5 3.5 179 .ai, ;P1.6: :, Mo= 5716.23 4287.18 7145.29 5001.70 LRP AT GARAGE WING Wall(DL) 640 480 800 560 WALLS - MEETS Floor,Roof(DL 1260 1260 1608 975 APA TEST LOADS Mr= 2533.33 1740.00 4013.33 1790.83 MIN PLATE NAILING T =C 795.73 849.06 626.39 917.39 10 INC O.C REQUIRED NA CS16 -30 NA CS16 -30 #N/A 12 12 9 3 0 173 :UM P.1.& Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 16612.80 12459.60 4153.20 0.00 MIN PLATE NAILING 10 INC O.C. 1920 1440 480 0 1080 2340 1200 0 12000.00 11340.00 1680.00 0.00 384.40 124.40 824.40 #DIV /0! NA NA CS16 -30 #DIV /0! 8 4 5 3.5 3 179k1.44 P1.6. . I Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 5716.23 7145.29 5001.70 4287.18 MIN PLATE NAILING 10 INC O.C. 640 800 560 480 1260 1980 1920 1200 2533.33 4633.33 2893.33 1680.00 795.73 502.39 602.39 869,06 STHD 14 NA STHD 14 STHD 14 #N /A 0 0 0____ 0 #N /A : #N/k sA Mo= WaII(DL) Floor,Roof(DL Mra 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 EFT MAIN FLOOR Load Ht. 8 I- z 0 u�. 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 0 2 MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 346 346 2/3DL REACTION HOLDDOWN 346 2/3DL REACTION HOLDDOWN 346 0 w U, 2/3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls WALL SEGMENTS b c b b c c C d d d d SHEAR V WALL TYPE 8/21/00 PAGE 7 I 16 12 5 5 0 252I;s, =.: P1.4'.::.tI Mo= 24164.08 10068.37 10068.37 0.00 WaII(DL) 960 400 400 0 Floor,Roof(DL 1056 168 168 0 Mr= 8064.00 946.67 946.67 0.00 MIN PLATE NAILING T =C 1341.67 1824.34 1824.34 #DIV /0! 7 INC O.C. REQUIRED STHD 14 STHD 14 STHD 14 #DIV /0! I 16 2 27 0 0 0 0 0 0 2 205 *. I #N /A 0 0 0 0 #N /A ( :f #N/A- I Mo= #N /A #N/A #N /A #N /A WaII(DL) 0 0 0 0 Floor,Roof(DL 0 0 0 0 Mr= 0.00 0.00 0.00 0.00 MIN PLATE NAILING T =C #N /A #N /A #N /A #N /A #N /A INC O.C. REQUIRED #NIA #N /A #NIA #N /A I #N /A 0 0 0 0 #N /A (} t #N /A .‘-='- Mon #N /A #N /A #N /A #N /A Wall(DL) 0 0 0 0 Floor,Roof(DL 0 0 0 0 Mr= 0.00 0.00 0.00 0.00 MIN PLATE NAILING T =C #N/A #N /A #N /A #N /A #N /A INC O.C. REQUIRED #N /A #N /A #N /A #N /A FRONT TO BACK MAIN FLOOR Load Ht. 8 N MAIN FLOOR Load Ht. 8 w J MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 346 2/3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN 346 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b b c c d SHEAR V WALL TYPE d d TRIB.LENGT a c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheett.xls 8/21/00 PAGE 8 I #N /A 0 0 0 0 #N /A (} t #N /A .‘-='- Mon #N /A #N /A #N /A #N /A Wall(DL) 0 0 0 0 Floor,Roof(DL 0 0 0 0 Mr= 0.00 0.00 0.00 0.00 MIN PLATE NAILING T =C #N/A #N /A #N /A #N /A #N /A INC O.C. REQUIRED #N /A #N /A #N /A #N /A FRONT TO BACK MAIN FLOOR Load Ht. 8 N MAIN FLOOR Load Ht. 8 w J MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 346 2/3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN 346 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b b c c d SHEAR V WALL TYPE d d TRIB.LENGT a c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheett.xls 8/21/00 PAGE 8 FRONT TO BACK MAIN FLOOR Load Ht. 8 N MAIN FLOOR Load Ht. 8 w J MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 346 2/3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN 346 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b b c c d SHEAR V WALL TYPE d d TRIB.LENGT a c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheett.xls 8/21/00 PAGE 8 I 12 8 4 8 0 295`P1! 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! #N /A 0 0 0 0 #N /A - .4iVON /Att j BELOW GRADE MIN PLATE NAILING #N /A INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #NIA 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 #N/A 0 0 0 0 #NIA it4WIN/Aktif I MIN PLATE NAILING #N /A INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #NIA #N /A #N /A #N /A 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 Mor- i- WaII(DL) Floor,Roof(DL cc u. 2/30L Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load Ht. 11 2 W N t- O z 'YA rr).z -r 492 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 2/30L REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 492 492 2/3DL REACTION HOLDDOWN 1.75 9461.42 8 4.5 24329.37 990 1430 3630.00 4599.86 ON CONC 1.75 9461.42 385 1430 1058.75 4801.53 ON CONC 385 3048 2002.58 0 0.00 0 0 0.00 4262.19 ON CONC #DIV /0! #DIV /0! SITS ON CONCRETE STEM WALL TRIB.LENGT a b c TRIB.LENGT TRIB.LENGT KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls a a a WALL SEGMENTS b c b b C c d SHEAR V WALL TYPE 492t<ON CONC j MIN PLATE NAILING 4 INC O.C. 8/21/00 PAGE 9 #N /A 0 0 0 0 #N /A 1:: <: #N /A=: - -d Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #NIA #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 #NIA #N /A #N /A L #N/A 0 0_ 0 0 #N /A #N /A r f Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #NIA #N /A #NIA #N /A MIN PLATE NAILING #NIA 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 F$QNT TO BACK LOWER FLOOR TRIB.LENGT Load 492 Ht. 11 Mo= WaII(DL) t Floor,Roof(DL Et- 2/30L Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load Ht. 11 Mo= Wall(DL) Floor,Roof(DL 2/30L Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load Ht. 11 0 w U, 2/30L REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 0 cn 2/3DL 0 REACTION HOLDDOWN 492r 16 492 492 TRIB.LENGT a 16 28 86504.43 3080 1776 45322.67 1470.78 STHD 14 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 0.00 0 0 0.00 #DIV /0! #DIV /0! PORTION RESTS ON CONC. WALL TRIB.LENGT a b c 27 0.00 0 86504.43 5940 53460.00 1223.87 STHD 14 0 0 0.00 0 0.00 #DIV /0! #DIV /0! 0.00 0 #DIV /0! #DIV /0! 0.00 0 0 0.00 #DIV /0! #DIV /0! 2911:610- P1-4 PORTION RESTS ON CONC. WALL TRIB.LENGT a b c a WALL SEGMENTS b c b c KAPPLER ARCHITECTS BELLEVUE. WA 425 -641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d SHEAR V WALL TYPE P1 -4 I MIN PLATE NAILING 6 INC O.C. MIN PLATE NAILING 6 INC O.C. 8/21/00 PAGE 10 Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON EXPIRES 8/23/0/ 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 . C J.�MIESON CONSt :IN'G Corsul:ir.: Engineering & Pro;'c:: Moncger..e :: 901 KIRKLAND AVE ATE B.1 • KIRKLAND SVA 9E033 I'^.5) a03.2581 • FAX (425) 803.3289 INPUT NAME OUTPUT UNITS COMMENT 35 EFP 0.267 Cf 4.67 50 0.67 0.67 0.67 0.67 TYPICAL CANTILEVERED RETAINING WALL a w4 w toe heel H 5.34 Lf 2.01 fs 1,495 fs2 1,732 Lf /3 0.67 X 0.42 2Lf /3 1.34 F 499 Fk 207 FS 1.519 Mot 888 Mr 1,349 Mu 1,010 W 1,094 w1 375 w2 467 w3 202 x1 1.67 x2 1.00 x3 1.00 x4 1.00 A , 7 Z5G0 F51 = 40 xs/ , /,0K' d= 4" �l irl 0-4e i& "o,c, Foonv& spkvs , otelz. ,45.(g)04 - K = ,0367 /v /4./ Z. = 144.E (12 A7 (z0 = 2 / /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # #•ft # • ft # • ft # # ft ft ft ft 002 .;C= `^.ME Fos/ 1 =V/xW J0= N0. Location of resultant force Zo( "DJ OAT " c'.4 N0.. 1 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 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 e :l n t et Cr) * Fi N o O il S r Q • (4#4 rop fF 't ,t g4e /oo,c. woz 4j 167 4-1.77 5E4)05 (3) #4 car JC JAMIESON CONSU TITG Consulting Engineering & Project ... .agernent 901 KIRKLAND AVE STE B -1 • KIRKLAI•ID WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 INPUT NAME OUTPUT UNITS COMMENT 35 EFP 0.267 Cf 5.33 50 0.67 0.67 0.50 1.33 a w4 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 6.00 2.50 1,643 1,724 0.83 0.65 1.66 830 180 1.871 1,260 2,358 1,502 1,685 851 533 251 1.83 0.83 1.25 0.83 # / ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft ' # - ft # - ft #•ft ft ft ft ft Z5ZFs/ =40 / /Vu= / ' /VW OT EEL cligce $PAS Fog SGIDa& A,: o �,�� L d 23 it 5- Ma = 20, �K ZD.(rz) /1)(= �,70g 2 28 JOS NAM: 1�<��... tit J09 NO. 2.0 1$/ OAT? TYPICAL CANTILEVERED RETAINING WALL 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 "C .2 I SY SHEET NO 2-- C� (>4 Ill 4 •4J AtcT 73E5 I V"CtA e C5)4400Air r '7t, JC INPUT 35 0.267 JAMIESON CONSTY 'LNG Consulting Engineering & Projec: Jtc.,.cgene:Jt 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 t'"9 803.2581 • FAX (425) 803.3289 6 0.67 0.67 2.00 0.83 NAME EFP Cf a 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 OUTPUT 6.67 3.50 1,155 1,246 1.17 0.85 2.33 1,079 654 1.515 2,631 3,985 3,672 1,591 639 600 351 3.08 2.33 1.75 -Pc= 250 p = 40 41 Yu_ ?,67g" )4' ,4= o.3t,i/ 4e 'c BIND'I} " 4 1l/cc = Or /45' 501)/)& " f "porMIG j, E l zo'vr' # / ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # - ft # -ft # - ft ft ft ft JC8 NAM_ JOB NO. OAT! _ UNITS COMMENT Location of resultant force fAiv5 4j 1115--11 Fos�� V 5 zo �0/ TYPICAL CANTILEVERED RETAINING WALL wl 50 psf vehicle surcharge 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 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 N BY V � SHEET �� NO. CF I lz. Ha 'A tz 4 j&e" 6)44 ctui • (2) @--0s J INPUT C JAMIESON CONSU" T'ING Consulting Erg:reerirg i Project .ti. ..gerrunt 901 KIRKLAND AVE STE B -1 • KIRKLkND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 JOE NAME FO / g r ' V/ SW JOB NO. I SY 7)J OAT TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT UNITS COMMENT 35 EFP 0.267 Cf 7.33 0.67 0.67 1.33 2.00 ! zoFf 7 _ `to K5/ Ma d 6 s= 0,37/e/ F/ " " gog. -4V2 I"O.C. 4/=zs 6 S ' 7/VG 5P4 1/0,a ► L = 22 bigr. ,4-14/ b =ell d- 42// 4 of3,,(/2- ( 4 a w 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 # / ft3 ft ft ft ft ft ft ft # /ft2 #1 ft2 ft ft ft # - ft # - ft # - ft n ft ft ft 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 pcf) Weight of wall Weight of footing -,— c t4 R O R N • • L Si-EET NO. 4 CF Ns-4 ro 10' th INN-1f1 II . 4c-Io'bc. c s -4 /2 'o,c. it 1 • 4j oh'ol c. 4'4- x 3 =Ott /2 "o, c (7)4. ¢ coNr 3' L2 C JAMIESON CONSL :ING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 ''"' ;) 303.2581 • FAX (425) 803.3239 INPUT 35 8 0.67 0.67 2.08 0.67 NAME OUTPUT UNITS EFP a w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu W w2 w3 x1 x2 x3 # /ft3 ft ft ft ft ft 8.00 ft 3.42 ft 1,314 # /ft2 1,406 # / ft2 1.14 ft 0.85 ft 2.28 ft 1,120 # 1.607 2,987 # - ft 4,501 # - ft 5,077 # - ft 1,787 # 643 # 800 # 343 # 3.08 ft 2.41 ft 1.71 ft g Ale- 5474' ,d " ,✓ /NU "1/" FOE - 42 / a I _ 2C s ' (. Z5 40 Ks/ 37hu \1) o. cfr J ^3 NAME . rV IE W JC3 NO. , COMMENT l� k 2-0 h g l DATE CANTILEVERED RETAINING WALL W/ BASE SLAB 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 • r /r SHEET N0. • • EY t IT t .41 f2 otc. .�4 to "oic, . 1 "ct.eA .04j aYorc.. (5).g4 corn ., r JC . 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 10 0.67 0.83 2.25 1.25 NAME EFP a w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 JAIIESON CONSL__..LNG Consulting Engineering & Project Management OUTPUT UNITS # / ft3 ft ft ft ft ft 10.00 ft 4.17 ft 1,811 # /ft2 1,932 # / ft2 1.39 ft 1.04 ft 2.78 ft 1,750 # 1.539 5,833 # - ft 8,979 # - ft 9,917 # - ft 3,019 . # 1500 # 1001 # 519 # 3.54 ft 2.58 ft 2.08 ft kr- 2 FI 4- 40 Ksl #4 l KGI 4 ` 5 g . 9,92. d= o" 4r04/ .- 5 Ge oo ' c 1 fix 4/Z"OC, 4/f:245 K" 6.Z5" (0 3 "CL 4 JCE NAME JOB NO. za re/ BY 1/4 2 " - DATE CANTILEVERED RETAINING WALL W/ BASE SLAB 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 4 0 0 h 7v(EL/ NO.242._ CF (((El 11 � t {f 4#4 &- /O'04' ( %Z'cc j 6g oo . L'- e "o(c. 4x2O" vi/VotC &)k- . cc,w fl JC 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 / " 803 -2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL Wi BASE SLAB INPUT NAME OUTPUT UNITS COMMENT . 35 EFP # / ft3 Equivalent fluid pressure 12 a ft Height of earth above base slab 0.83 w ft Wall thickness 0.83 t ft Footing thickness 3.17 toe ft Length of toe 1.25 heel ft Length of heel H • 12.00 ft Overall height of equivalent fluid Lf 5.25 ft Total footing width fs 1,850 #1 ft2 Soil bearing if X is in mid 1/3 fs2 1,954 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.75 ft X 1.35 ft Location of resultant force 2Lf/3 3.50 ft F 2,520 # Total horizontal force FS 1.527 Net factor against overturning Mot 10,080 # - ft Overturning moment Mr 15,397 # - ft Resisting moment Mu 17,136 # - ft Ultimate moment for concrete design W 3,948 ' # Total weight on footing w1 1800 # Soil weight on heel (12Q, pcf) w2 1494 # Weight of wall '• w3 654 # Weight of footing zo Y -40 P • Kos( .*5 /flu= /l Z ds" 4 O.3/A/ ' ' 44- 5 Gv & -C, G-- ( RAID ' „ Fog 44e/21'0.c. )e a = 3,54 1 JAMIESON CONSULTING Consulting Engineering & Project Manage nent x1 4.63 ft x2 3.59 ft x3 2.63 ft 0 0 to JOB NAME F057 . -'VIEW 2 D i8 ! �I JOB NO. 3Y DATE Ei-FET NO.. 7 , c= • • S 4 N 3 , • (2)44 TOP 115411 I� v .44 ;74 li GvGO,c, arz&o J 3 , o ,, (&)41-4 coo, • •.�� 3`CL2 JC J_IIESON CONSL.,.dNG Consulting Engineering & Project Mcncgerrert 901 KIRKLAND AVE STE B•1 • KIRKLAN'D WA 98033 (425) 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 FS Mot Mr Mu w1 w2 w3 x1 x2 x3 12.00 5.99 1,981 2,059 2.00 1.61 3.99 3,120 1.584 13,680 21,667 23,256 4,966 2727 1494 746 5.08 3.75 3.00 # / ft3 ft ft ft ft ft ft ft # / ft2 # /ft2 ft ft # #•ft #•ft # - ft ft ft ft Location of resultant force 0.29 Ps/ = 1-0 ,es/ 1¢ Ai ds 1 4 5 =0,74//0/ PAID N >oz . 4 & /o'D, c Ai= 5.3/ k/ = G 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 (120 acf) Weight of wall Weight of footing T- -vrEw Jai NAME .;CS NO. CATS S Sri=: i NO. Cr 8 7.6 /St • • 3, errs Nis • SY VJ ( tit S r.( =`r M(vs orct i trl G @. 5 "Orc, g4- 3 0" ( Meet coitir V � fX w 00 U) Nu. w u uj, D w off w IL .— 0 (I) JC JAMIESON CONSLLJTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 7.33 50 0.67 0.67 0.87 2.50 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT 35 EFP 0.267 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 25W r Ty = 3, 9g ' 4s 1 c • 8.00 3.84 1,788 1,789 1.28 1.26 2.56 1,120 221 2.416 2,987 7,215 3,906 3,368 2199 733 386 2.59 1.00 1.92 1.00 UNITS # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft F/41/) 1 ►� „ Fo4 # /v'b,c, lu= /,99K' = 410 'U T r/ or P/Itss/V 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 desi Total weight on footing Soil weight on heel (120 pcf) # Weight of wall Weight of footing ft ft ft Ks n3ari JOB NAME JOB NO. DATE s it J 3 0 • • SHEET NO. OF BY (*I4 TOP I et-Leibret 44 )<3''44 BtDC, () -#4 cow: 5"co2- V'' 04 .J C JAMIESON CONSU Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803.3289 INPUT 35 0.267 9.17 50 0.67 0.83 1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL NAME EFP 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 1Z-1 z500 p l = 40 xs'l 0,47,4)/ 46 5l' , rfivps , „ C'e Flo 4,13i7 675' 4)0 ALAT &L(Diti Fcor /AIG S)et-/ te/z, NET OP PAss'vV. OUTPUT UNITS # / ft3 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 ft ft ft ft ft ft ft #1 ft2 # / ft2 ft ft ft # - ft # - ft # -ft ft ft ft ft JOB NAME JOB NO. BY DATE SHEET NO. OF 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 desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 3"ctiz • (z) ##4 TOP ITT Ikt'ao12_ Qe� ' � ' �L�� t O r Ci ( .4.)(3- 1 -0"e/oPotc, (4 r 31-811(A/is) jc JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803-3289 INPUT TYPICAL CANTILEVERED RETAINING WALL NAME 35 EFP 0.267 Cf 11.17 62 0.83 0.83 1.50 4.67 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 OUTPUT 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 UNITS #1ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft 26C0 PS/ 4 4oi � o Of (45) /VA:: /3.3 d- S,l = o ethe 5G9b.c. (e6o) FWD ' Foie 49"Orc , ij147' 1 775 �o 4IJ 7 5 /Ditt) T /dG 3PM9 ti4E'T OF pi4 3 JOB NAME JOB NO DATE 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 desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing BY SHEET NO. OF *4 TOP (II &8`CrC, (^1 /2 45 Le 9 &g. &Or )(4M 9'o. cr • (s)H /o . 4(w) Dear Nora.. Enclosure. March 15, 2002 I Rt City of Tukwila Attn: Nora Gierloff 6300 Southcenter Blvd. Tukwila, WA 98188 l/ it 1 1 t " i i' t t l p Sincerely, Aaron Swain, Office Administrator Kappler Architects, P.S. RE: Fosterview Estates, Earthwork Observation Final Report. Lots 35 KAPS Job #00154 Our office recently received the Final Report from Terra Associates, regarding Earthwork Observation and Testing, for lot 35 at Fosterview Estates. Please note that construction was completed to their satisfaction. Should you have any questions or comments, please do not hesitate to call. 14311 SE 16th St . Beilevue, WA 98007 . 1.800.888.4517 • (425)641.S32o lax: (425)641.5318 CO302 85 Final Geotech Report, Lot 35, Fosterview (tl001 C 1701 -((,z. I i t i 11 t' tt1 i p 1 ti 11 11 1 11 '1 1' i t' It r • Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 35 Tukwila, Washington TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Reference: Plan Review, Fosterview Estates, Lot 35, Terra Associates, Inc., dated July 10, 2001 Dear Mr. Fowler: March 6, 2002 Project No. T- 1515 -2 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 35 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 letter and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements: • Structural fill placement and compaction • Foundation subgrades • Garage floor subgrades Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 35 has been prepared 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 field memo delineating the foundation subgrade conditions noted during our site visit. This work was performed, and this letter prepared specifically, for the use of Dujardin Development Company and their authorized representatives. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra @terra- associates.com Mr. Bill Fowler March 6, 2002 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. Knoll Staff Engin# I,, B 1 1 �� Anil Buil, Principal, a it � ' 1 e BK/AB:ae l -s ' i FootiAi xttlia ion Examination Report Encl: Se/toa,e17 icn /ad-pc) ExpiR!8 cc: —Mrlohrr KKppler; Kapp1er Architects 31o/ Project No. T- 1515 -2 Page No. 2 FOOTING EXCAVATION FIELD CONDITIONS NOTED rnet5 f (%a∎1C, - ton - c - r>'r S,'ncc��`�, c n; \S PXrE) 1 co r' C--)4 -)'�i (J - n . M 1 1_ R P.' - 1 t�P i ce.. l� , U gala. "r a re. �.J e)' r' * t ve ,Kr\ tt5 ( 5 L3 S to P e_ C A A * 1; ! per voc - \ - o rt -ro o * g c j (Aw (r1a.i%'0 • ; A i +0 • • trr • ' 1._ • m m • rt d a -4. bob fa . • fr a West • . .. a • »h ` Iz " S - *"er ( - 6 r . • .. , • . .. 4 4■_.* . 4 C• r ■ . -+ 0 .- L, • ' 4 1 0 * • t & r ' • • I d ► • - 8 pro m - In ,i I � n k. tkc- • 1_ • , cat. 1 S 1 r 0 corYr• • 5,c1g,., urger a ,-k- SE C_ofnr.r. • r. DATE FOOTINGS EXAMINED PROJECT NAME. Fc.)ste,r l) i (.+ ,J CONTRACTOR: D l�.Ca.r el? n Sly614TURE, TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATE, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone: (206) 821 -7777 • FAX (206) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT `�-- R - o( DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: W + 3 5 PROJECT NO. PROJECT LOCATION: I l A W, I • REPRESENTATIVE' NOTES: 06exl �.1�- on C�7� �`[ e(1.3 Cb C� +OCk\ ? I�� - - ck. P t �n . n 4: as ._.. raA - - l 5 • • „AI -• . - • R000 pS-C k n r i n G� C� (�I 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 concrete placement. COPY TO: DOCUMENT TITLE(S) (or transactions contained therein) IOC C 1-2 -14- L 2. SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: �J ❑ Additional reference Hs on page of document(s) GRANTOR(S) (Last name first, then first name and Initials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT ❑ Additional names on • a: a of document GRANTEE(S) (Last name first, then first name and initials) C r I .1 has placed the document of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY slid accrpts no liability for �� 96���E r valr��ry of ❑ Additional names on page of document LEGAL DESCRIPTION (abbreviated i 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 1 45280 49%)445 449 ca ria4 0601.06Ck See Attached ❑ Assessor Tax # not et assi; ed RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 Y \WPIDUTARDCI'POSTFR2NDAS¢N D MG.DOC '1 r I 11 i I 11I 11 III I� 111 111 I II I II d 1 ( It' 1 i t I I t 11 II 1 1' 1 1t II f l I I � I �1 , I pl it ti II II III 1 II II1 r 1 011 1111 U 01964 I/ I III I I, I II I n 1 I' NI i1 fl 20020314 PAGE eet TITLE @gGPc 03/14/2002 14.32 KING COUNTY, UA WASHINGTON STATE RECORDER'S Cover Sheet (Rcw 65 04) 1 SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS ~ W FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT 0 o CO E- L — L1 .1 IL. w This Second Amendment to Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the u- < "Second Amendment ") is made this 13 day of m s.0 , 2002 by Dujardin a Development Company, a Washington corporation ("Declarant") CHICAGO 1111.E INSURANCE COMPANY has plead the document of record as a customer courtesy Z F - and tlty RECITALS AND DECLARATION the accepts no lab dit for w w the accuracy or valld�}r of the deCwn f j D A Declarant is the developer of the real property and improvements thereon legally 0 N described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The w w °' Property is comprised of all the real property shown on maps recorded with the King County �? under Recording No 20000505000735, Volume 194, Pages 062 -065 LL z E Declarant previously recorded that certain Declaration of Protective Covenants, F Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential z Development (the "Declaration ") under King County Recording No 20000505000736 The CV 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 tW DUJARDLNIFOSTFR2NDA.MEN D JMO.DOC 2 and 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 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; 5.12 The maintenance, repair and replacement of the fences around and across Tracts A and B, and 5 1 3 The maintenance, repair and replacement of the french drains in the Common Areas as shown on the Plat Map, and 5 14 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along the north boundaries of Lots 1. and 2, and 5 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and 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 Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 1 7. The maintenance of the trails beginning at the cul de sac end of South 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 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 Iot to perform such activities as are reasonably necessary for required Wall Y %WPOUiARDIIr\rOSTER2NDAh$N D D.MG DOC 3 Maintenance, provided the Responsible Owner shall fully restore to substantially its ongmal condition any area of the adjacent lot (including, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of rights under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth in the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (Printed Name) Its "le 0, c^ STATE OF WASHINGTON ) o� •— ) ss. COUNTY OF KING ) GIVEN under my hand and official seal this L3 day of in Ale CL4 , 2002 On this day personally appeared before me Nvo Wetotea, to me known to be the Cr) ?1265 %0>✓ trrc of Dulardm 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 therein mentioned, and on oath stated that he was C•, authorized to execute the said instrument Y 1WPlDUUARDIMFOVER2NDA END.414GDOC c; KAGO TITLE VSURANCE COMPANY has pieced the document of record os a customer courtesy and accepts no habihty for the accuracy or vanday of the document. _Ossro\ '°veuc 3- 75.200 ��AS\ ture) ?oi'un ) (Print Name) Notary Public in and for the State of Washington, residing at Crain LE My commission expires 3 -I S - 3 4 EXIT A LEGAL DESCRIPTION w, Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume U 0 194, Pages 062 -065, records of King County, Washington. co 0 • w • u.. w 0 CO 3 uw� Y kNY DWARDLMFOSTER2NDAMEN D MO DOC 5 CH;CCACO TALE it4SURANCE COMPANY has pi ccd the document of rcord ds a customer courtesy 0 and accepts no !lability for z the accuracy or vabdrty of O the document. t" O • N 0H w W U. O W Z r ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200- 0010 - 4 261200- 0020 02 261200- 0030 - 00 261200- 0040 - 080 261200- 0050 - 05 261200- 0060 - 03 261200- 0070 01 261200- 0080 - 09 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 CHICAGO PRE INSURANCE COMPANY has pt crd the document of rcccrd a; 7 customei courtesy and dcrepts no hahibty for tho accuracy or vabdity of the tioctunoM, 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 ... 1 . --Y:•:-...1!,„:„L! --:- _ 1 , - • - .......z.0.--- -•--• I _ A. i .- ..- -7.::•,----,7Z.L.:, . 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I s Kys • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • N,I • _ ILDOUT viN AL GRADES Fk 1 LOT BU 10 • a • • • • • • •- - 4 ...we • ••■• •••• •••• .ww• .... • Om. •••• •••■ ••■■ • •■■• ••••• • • • • • — 20 40 00 80 • 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 -162 Fosterview Estates - Lot 35 4275 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. I 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 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 -3672. Sincerely, -i &uk AD- Brenda Holt Permit Coordinator encl xc: File No. D01 -162 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 City of Tukwila PUBLIC WORS DEPARTMENT CC :1..IENTS Steven M. itilullet, Mayor Department of Public Works James F Morrow, P.E., Director DATE: November 3, 2001 PROJECT: Foster View Estates Lots 35. 36, 37, 38, 39 and 40 PERMIT NOS.: D01 -162, 154, 161, 159, 160, 152 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 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 N1I01 -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 6300 Southcenter Boulevard, Suite #100 • Tukwila. Washington 98188 • Phone: 206 -433 -0179 Fax: 20o- 431 -3oo5 Alm 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. 07i 27/2001 15:53 2538330875 CONTRACTOR: 4/ i YOWNt4 SI TURE TERRA ASSOCIATES REPRESENTATIVE DAV ELAUSH TERRA ASSOCIATES, Inc. Geot+'thnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 90034 Phone: (206) 821 -7777 • FAX (205) 821 -4334 SEN- TAILY DESCRIPTION OF FOOTINGS COVERED T ' R . ORT: + 35\ NOTES: O..:.. a.% • lb As a i ■ • ■ - ■ a O • .. , Sti , COO COPY TO: Ci f `./ FOOTING EXCAVATION EXAMINATION REPORT PAUE 02 (IN k0 \Q . kb Our representative has euammed only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. It any change in the aubgrade conditions occurs. we should be promptly notified. Any loosened soils observed in foundation ar due to Construction activity or rainfall should be removed prior to concrete placement. DATE FOOTINGS EXAMINED _ T f� 4- 0 I PROJECT NO PROJECT NAME: F4StGr S C A PROJECT LOCATION: I t A ,A Id011(1%. t �r1... • FIELD CONDITIONS NOTED FOOTING EXCAVATION ill t .7 rtd. ;• •.+ • isi • • - ►is [, •• • - . IN — . a. • - II ! � 2. +111• + _ t - ..• f . ' �. • . A is . f 1 �,ust & bcvc. re) e rne__ b„ Id be, re,TYNQQt,c1 f=ro -- 1 r a • 'a ` 4.,1• •i. ,. �_ ar ' S. na.S • u dro,„in eXCa5� C in tto he. • qa i 07i 27/2001 15:53 2538330875 CONTRACTOR: 4/ i YOWNt4 SI TURE TERRA ASSOCIATES REPRESENTATIVE DAV ELAUSH TERRA ASSOCIATES, Inc. Geot+'thnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 90034 Phone: (206) 821 -7777 • FAX (205) 821 -4334 SEN- TAILY DESCRIPTION OF FOOTINGS COVERED T ' R . ORT: + 35\ NOTES: O..:.. a.% • lb As a i ■ • ■ - ■ a O • .. , Sti , COO COPY TO: Ci f `./ FOOTING EXCAVATION EXAMINATION REPORT PAUE 02 (IN k0 \Q . kb Our representative has euammed only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. It any change in the aubgrade conditions occurs. we should be promptly notified. Any loosened soils observed in foundation ar due to Construction activity or rainfall should be removed prior to concrete placement. DATE FOOTINGS EXAMINED _ T f� 4- 0 I PROJECT NO PROJECT NAME: F4StGr S C A PROJECT LOCATION: I t A ,A Id011(1%. t �r1... • Mr. Bill Fowler Dujardin Development Company' P.O. Box 1059 Snohomish, Washington 98291 Subject: References: Dear Mr. Fowler: Plan Review Fosterview Estates, Lot 35 Tukwila, Washington As requested, we reviewed architectural plans prepared for Lot 35 of the Fosterview Estates project in Tukwila. The purpose of our review was to verify that the plans are in confortnance with the geotechnical recommendations presented in the referenced reports and to provide additional recommendations, as required. PROJECT DESCRIPTION 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 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 P6.7, Site Section for Lot 35, dated August 22, 2000 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. 190. The garage level will be at approximately Elev. 178 and will be constructed with a slab -on -grade Floor. DISCUSSION AND RECOMMENDATIONS 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. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra @terra - associates.com TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences July 10, 2001 Project No. T- 1515 -2 Mr. Bill Fowler July 10, 2001 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 the 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 existing fill soils should be no greater than 1.5:1. If these temporary slopes cannot be constructed, shoring the excavation should 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 l:l 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 native soils and the existing fill soils on -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 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. Adjacent Lot Construction Construction of the residence is planned along the east side of Lot 35. To the east, the proposed residence location for Lot 36 comes within 15 feet of the proposed residence for Lot 35. However, backfilling of the south and east foundation walls on Lot 35 should not be affected by construction on Lot 36. Foundations We expect that 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 pounds per square foot (psf). Project No. T- 1515 -2 Page No. 2 Mr. Bill Fowler July 10, 2001 Basement 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 pounds per cubic foot (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 P6.7, Site Sections for Lot 35, dated August 22, 2000. The location of the retaining wall 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 all 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 ASSDCJATES, INC. :.: ,�., , � ; / / :y Barnard P. Knoll If, E.I.T. • Siff ngineerr Anil Butail; Principal..` ��...�.�_ - 3 Poly)/ cc: Mr. John . Kappler, Kappler Architects, P.S. Project No. T- 1515 -2 Page No. 3 To: ohrt J • 'PL E Date: 7 2 ©/ Title: From: c%3NNq 5PENCEE Company:1090P1FR AECINECT3 Title: D PELORV NT EN6 /N1F. Dept: Division: Fa 4 - 6 64� 53/8 Number: Ci 'f Tukwila Public Works Department FAX TRANSMITTAL Fax Number: (206) 431 -3665 Total # of pages transmitted, including this cover sheet: Sent by a15 (initials): Subject: 0' I/ Pr Of I •/-/62 Message/ Comments P/ese sccbmii (a, /elker �o �.� Tei'rct Asex., /4C g2,ppoa 4ii 04 475,/lopte, fitio4:141y waC vK At r.fre4e side o ,19e. 3s. PlaMs Ar 35 tree. ¢ro�ed ‘2,,,„4' die. above /e#et is nailed b€4,pe reirkiet DU /- /6S ca,N. bg released. If this communication is not clearly received, please call (206 ) 433 -0179 Tukwila Public Works Department — 6300 Southcenter Blvd. #100, Tukwila, WA 98188 To: IS , Ai P . P Title: Company: " 0 #1,4M111Mirdif 7 Date: 0 From: s; /.j i ' AICER Title: p ,,,,,plyag �1V6/NEE' Dept: Division: Message/ Comments THE FOLLOWING FILE(S) ERASED FILE FILE TYPE OPTION 038 MEMORY TX ERRORS 1) HANG UP OR LINE FAIL 2) BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION TRANSMISSION RESULT REPORT (JUL 02 '01 11:33AM) TUKWILIA DCD/PW City of Tukwila Public Works Department FAX TRANSMITTAL Fax Number: (206) 431-3665 j Total # of pages transmitted, including this cover sheet: TEL NO. PAGE RESULT 9*-4256415319 01/01 OK 1 II A •?.! A .f ' 4 • ' ' '41' , ' Sent by (initials): (AUTO) ...•■•■■■•■• June 26, 2001 John Kappler Kappler Architects 14311 SE 16t Street Bellevue, WA 98007 Dear Mr. Kappler: Sincerely, 1u11ut k ? f - Brenda I-Ioit Permit Coordinator encl xc: File No. D01 -162 City of Tukwila RE: CORRECTION LETTER #1 Development Permit Application Number D01 -162 Fosterview Estates — Lot 35 4275 South 137 Street I f you have any questions, please contact me at (206)431 -3672. st Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can he approved. All correction requests from each department must he addressed at the sante 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. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. o300 Soutltcenter Boulevard, Suite 11100 • Tukwila, Washington 98/88 • Phone: 206.431.3670 • Fax: 206 - 431 - 3665 Steven Al. Mullet, Mayor To: s ii 1 AWN Date: ■ From: j 5p& - title: Company: ear f ihia ked Title: no_ Q t e,e, Division: Dept: Fax 42s) 6 Number: FS - ubject: re Pet/a Lo/ INEMEMINEMMIEgatMe CU f Tukwila Public Works Department FAX TRANSMITTAL Fax Number: (206) 431-3665 Total # of pages transmitted, including this cover sheet: Sent by (initials): Message/ Comments Tor No 6rek F Pk,n/9/ (206)433-W4 I a 6 l eb . 121.— f/ / 64,ce 4-0 1,0. 421-ed Jcr XL:)-tq. I /o / f2/ 1. $7&727.0-6 6-1(i41 5-r 49 /,'122tis /0 ./ ft tycte..re 11,6=t4,_ QL& If this communication is not clearly received, please call (206) 433-0179 Tukwila Public Works Department — 6300 Southcenter Blvd. #100, Tukwila, W-1 98188 To: Joh n Date: 6 /o/ Title: From: J omJfv4 S ce/ Company: e jer ,9a4 , T itle: D ELM NT EV /NCR Division: Dept: I' ( Tukwila Public Works Department Fax Number: (206) 431 -3665 FAX TRANSMITTAL Fax Num 4Z 64/- 53/e er: ( Subject: Fo5Ier Ve.,) EW ?eS Total # of pages transmitted, including this cover sheet: Sent by �s (initials): Lot 35 001- /62 Message/ ,C x o �� Comments ?/ respoi d %n-t �- .� r�r�° ( A I . Tura, Assoc. /tie p /a# review /e #er �`� reg 2 °, W of re/ s a- , WQ.CL. o& y /'tie wed •o Z : : r /ire Sht P/.6 shows .54) 2 coati s . /5 f (? ) corner o/ ev sed 574 a4-4-d 2nd /kt ML ) cover flee sicx., None of Giese `va/ /s /ade /ed of P /.6 o P2.8 Does the 2r,d ;va1t Make tlr2 a- y /e e„71-he easy ' NS j oie , comer 0 k-el .ex/et...is i •aceet ' 7;2/)CT .� ciloh�c 5 side oP S. /3774 Sr or fh 6e,pmerit a 1 5 /3 A is i� 774 se / o /ace arPod Tev,- As oc. e /ver a s� 2. Pe. 7' •� A" Flan. t, S h E' P2.7 cl�der� i K p/ sbn1, h 1d,s nod � yo' See- sheet 'n stone WILL /,ofr- I-Ja 5) r /0-t 3S � tL th'e s2. s as a e I'/ f l j»; t. P /eta,e Conk' Nora- C- Berl // Assoc. 7'/a, � ( 43 - 7 �� / efa ,„th:4 8 .9 t.�,eci b ap Wes/ s ;de 0 /o/ 36; 1.112.;&& locia 91 pi7oed FI 0(1 If this communication is not . clearly received, please call (206) 433 -0179 Tukwila Public Works Department - 6300 Sout /:center Blvd. #100, Tukwila, W! 98188 PUBLIC WORKS DEPARTMENT COMMENTS DATE: June 25, 2001 PROJECT: Fosterview Estates Lot 35 PERMIT NO: DOI-162 PLAN REVIEWER: Contact Joanna Spencer at (206) 433-0179, if you have any questions ' regarding the followine, comments. Please revise your plans per Public Works two Public Works faxes dated July 25,2001. • Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review Fosterview Estates, Lot 35 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 35 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 DESCRIPTION We reviewed the following plans: FILE COPY February 20, 2001 Project No. T- 1515 -2 • Sheets P1.0 and P1.3, Architectural Site Plans • Sheets P2.7 and P2.8, Architectural Plans • Sheet P6.7, Site Section for Lot 35 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. 190. The garage level will be at approximately Elev. 178. The garage will be constructed with a slab -on -grade floor. A Keystone wall is planned along the west property line to create planned finish grades. Alto gone wall will have a maximum height of 4.5 feet. CORRECTION CITY OF TUKWIt„A LTR# JUN 2 9 2001 PERMIT CENTER 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra - associates.com TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences 1 Mr. Bill Fowler February 20, 2001 DISCUSSION AND RECOMME 4DATIONS 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 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 the 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 slopes 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 iop 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 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. Retaining Walls A Keystone wall is planned along the west side of the lot. This wall should bear on firm, undisturbed native soil or compacted structural fill, and be designed to support the following pressures: • Soil Unit Weight: 125 pounds per cubic foot (pet) • Soil Friction Angle (Phi): 30 degrees • Soil Cohesion: 100 pounds per square foot (psf) • Soil Bearing: 2,000 psf No additional surcharge is expected on the Keystone wall. Rockeries should not be used as retaining structures. Rockeries up to 30 inches high may be used for landscaping purposes. Project No. T- 1515 -2 Page No. 2 z Z ctw 6 U O 0 y0 W w J N � w 0 urQ N �w z� �O w U o� ww Z Pp O Mr. Bill Fowler February 20, 2001 Adjacent Lot Construction Residence construction is planned along the east side of Lot 35. To the east, the proposed residence location for Lot 36 comes within 15 feet of the proposed residence for Lot 35. However, backfilling of the south and east Z foundation walls on Lot 35 should not be affected by construction on Lot 36. ~ w 2 -J U Foundations co Q It is expected that the foundation excavation on this lot will extend into competent native soils. These soils are N u- O moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be 2 overexcavated and replaced by materials such as recycled concrete or quarry spalls. co d 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. O t- Walls supporting backfill should be designed as, retaining structures and should be provided with adequate v o subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pcf, assuming a - o horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. w w Lt. The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting w z subgrade, as well as passive pressures acting on the face of the foundations. A friction factor of 0.4 may be used. v N In addition, a passive pressure corresponding to an equivalent fluid weighing 250 pcf may be used. The upper 12 Z inches of foundation penetration should be neglected in the passive pressure computation. Soil Stabili and Erosion Control The soil stability issues discussed in the referenced reports have been incorporated into Sheet P6.7, Site Sections for Lot 35, dated August 22, 2000. The location of the retaining wall 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. Project No. T- 1515 -2 Page No. 3 �w Mr. Bill Fowler February 20, 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. Knoll II, E.I.T. Staff Engineer t; U . � .mss' . �i aill1 ► } ! Anil Butitl, P.e. Principal , . 4 „,A „, BK/AB:ag. ....,\ 170th V o 'tams cc: 11it . E Ppler Architects, P.S. _"'r:r :';�rybti.7:.'�4�':9K '.c1x `. �'j�'� µ., �. -���. ..., 4•. .... Project No. T- 1515 -2 Page No. 4 Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Dear Mr. Fowler: PROJECT DESCRIPTION We reviewed the following plans: will have a maximum height of 4.5 feet. TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences February 20, 2001 Project No T- 1515 -2 Subject: Plan Review Fosterview Estates, Lot 35 Tukwila, Washington References: I. 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 35 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. • Sheets P1.0 and P1.3, Architectural Site Plans • Sheets P2.7 and P2.8, Architectural Plans • Sheet P6.7, Site Section for Lot 35 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. 190. The garage level will be at approximately. Elev. 178. The garage will be constructed with a slab -on -grade floor. A eystone wall is planned a ong the west property one to create p armed finish grades. The Keystone wa / s -1 21-t-/ L -144 ( /V G-1r4G/ --74) 7 e ? 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (4 • tern 'terra- associates.com HEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 P1.0 P13 P1.5 P1.6 P2.8 P6.7 P8.0 P9.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE C - HOME DEVELOPMENT PLAN MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LO1 ARCHITECTURAL SITE PLANS - LOTS 35 - 40 SITE SPECIFIC SECTIONS - LOTS 25, 26, 35, & 36 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 35 STAIR DETAILS FOR PLAN 1843 A & B CIVIL ENGINEERING C-8 C-12 FOSTERVIEW ESTATES DRAINAGE PLAN C-13 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES AS - BUILT - WATER EXTENTION PLAN ARCHITECTURAL HOME PLANS FROM BASE PLAN # B2000-072' Al. ARCHITECTURAL COVERSHEET CODE NOTES A2.1 A2.2 FOUNDATION & LOWER FLOOR PLAN MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN AS. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN A7. ELEVATIONS & BUILDING SECTIONS DI. STANDARD DETAILS D2. STANDARD DETAILS Si. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Revision No. ; Date Received Staff Initials ( Date Issued * Staff Initials Received By: Summary of Revision: Summary of Revision: Received By: Received By: .rte. Revision No. Date Received Staff Initials Date Issued i i Staff Initials Received By: Summary of Revision: Received By: Revision Date No. Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: PROJECT NAME: FOSTCINI LO Site Address: 1 127 5. /37 51 REVISION LOG PERMI t0:. 1) 0 /`/6 ?- Original Issue Date: Revision No. Summary of Revision: TO roof, revi9d �Fra nuM 1 reFfedt deck_ Received Bv: Revision No. 2-12-ox Jeci4/ Summary of Revision: Date Received Date Received 4- ail eafro Staff Initials Staff 1 Initials Received By: Date Issued Date Issued ,please print) ' LAVA re _ 4. please 5i,nt) (please print) please prin please print) Staff Initials Sr Staff Initials ACTIVITY NUMBER: D01 -162 DATE: 10 -29 -01 PROJECT NAME: Fosterview Lot 35 SITE ADDRESS: 4275 S. 137 St. SUITE # Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X , Revision # After Permit Is Issued N DEPARTMENTS: Bui(ci ivision Complete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved E REVIEWER'S INITIALS: OA Ye 0/0 tri \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete C Planning ivision [v_ Permit Coordinator DUE DATE: 10-30-01 Not Applicable LI No further Review Required C DATE: mu�ev�� - 04 Approved with Conditions n Not Approved (attach comments) DUE DATE 11 -27 -01 DATE: CORRECTION DETERMINATION: Approved U Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE DEPARTMENTS: ACTIVITY NUMBER: D01 -162 PROJECT NAME: Fosterview Estates Lot 35 SITE ADDRESS: 4275 S. 137 St Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # i Revision # 2 After Permit Is Issued DC* 21 Building tiT Public W►rk DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Incomplete ❑ Not Applicable LI Comments: TUESITHURS ROUTING: Please Route L !i' Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved LJ Approved with Conditions! 1 Not Approved (attach comments) l l REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved PLAN REVIEW /ROUTING SLIP •f Approved with Conditions REVIEWER'S INITIALS: WRROUTE.DOC 5/99 Sri Fire Prevention PI heA. Z-1 4. Structural n n DATE: 02 -12 -02 SUITE # Planning D ivision Ap t. 13.02- Permit Coordinator DUE DATE: 02-14-02 No further Review Required DATE: DUE DATE 03 -14 -02 DUE DATE Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Wor s ACTIVITY NUMBER D01 -162 DATE: 06 -29 -01 PROJECT NAME: FOSTERVI EW ESTATES SITE ADDRESS: 4725 SO 137 ST LOT 35 SUITE NO: Original Plan Submittal X Response to Correction Letter # 1 n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: wr APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved with Conditions ri Approved REVIEWER'S INITIALS: TRROUlf DOC PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete LI n C Response to Incomplete Letter # Revision # AFTER Permit Is Issued Planning Division C Permit Coordinator C DUE DATE: 07 -03 -01 No further Review Required , -°"" P Not Applicable DUE DATE 07 -31 -01 MUM n DATE: DUE DATE Not Approved (attach comments) n DATE: z al O 0 NO • u. w 0 N • D U ° v , wW 11. .z to o� z ACTIVITY NUMBER D01 -162 DATE: 05 -23 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 35 SITE ADDRESS: 4275 S 137 ST SUITE NO: k Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Buildihivision dMAR. ' -S - o( Public Works *14 .S riL Lll`L� 7L • U( Complete %.,ROUILINx PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) 51z Fire prevention 5'24-0( Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri C TUES/THURS ROUT NG: Please Route • Structural Review Required ri No further Review Required REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions ri REVIEWER'S INITIALS: 1� Yi C O ORD COPY DATE: Planning Division /24,<)( Permit Coordinator DUE DATE 06-21 -01 DUE DATE: 05 -24-01 Not Applicable LI Comments: n Approved n Approved with Conditions n Not Approved (attach comments) FiR REVIEWER'S INITIALS: D : (! oYv\.eA� #i V kfj o c Ci - 2 - t - 01 (' v DUE DATE Not Approved (attach comments) [ 1 DATE: ACTIVITY NUMBER: D01 -162 PROJECT NAME: Fosterview Estates Lot 35 SITE ADDRESS: 4275 S. 137 St SUITE # Original Plan Submittal Response to Correction Letter # X Revision It 2 After Permit Is Issued DEPARTMENTS: Building Division I t Public Works C 4111111111=11.■111111 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route C REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete LI Structural Review Required Approve vith Conditions CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: Response to Incomplete Letter # n C C DATE: 02 -12 -02 Planning Division Permit Coordinator No further Review Required DUE DATE 03 -14 -02 n C DUE DATE: 02-14-02 Not Applicable LI n DATE: Not Approved (attach comments) DATE: - / 5-0 Z DUE DATE Not Approved (attach comments) DATE: DEPA RTMENTS: Building Division Public Works Complete E Comments: \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 001 -162 DATE: 02 -12 -02 PROJECT NAME: Fosterview Estates Lot 35 SITE ADDRESS: 4275 S. 137 St SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 34 Revision # 4 10 After Permit Is Issued n APPROVALS OR CORRECTIONS: (4 weeks) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n REVIEWER'S INITIALS: Planning Division Permit Coordinator n DUE DATE: 02 -14-02 DATE: Not Applicable n TUES/THURS ROUTING: Please Route E Structural Review Required n No further Review Required REVIEWER'S INITIALS: DUE DATE 03 -14 -02 Approved n Approved with Conditions [1 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions — Not Approved (attach comments) REVIEWER'S INITIALS: DATE: P PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -162 DATE: 02 -12 -02 PROJECT NAME: Fosterview Estates Lot 35 SITE ADDRESS: 4275 S. 137 St SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # 71, After Permit Is Issued DEPARTMENTS: Building Division Public Works n \PRROUTE.DOC 5/99 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Comments: TUES/THURS ROUTING: Please Route ri Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved with Conditions REVIEWER'S INITIALS: JO (1 n c n Planning Division Permit Coordinator DUE DATE: 02-14-02 Not Applicable in No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE 03 -14 -02 Not Approved (attach comments) DATE: 0 / ;cam? CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -162 PROJECT NAME: Fosterview Estates Lot 35 SITE ADDRESS: 4275 S. 137 St Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete E Comments: CORRECTION DETERMINATION: Approved n \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES/THURS ROUTING: Please Route Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved REVIEWER'S INITIALS: CR1' n n n REVIEWER'S INITIALS: r DATE: 02 -12 -02 SUITE # Planning Division Permit Coordinator DUE DATE: 02 -14 -02 Not Applicable n No further Review Required DUE DATE 03 -14 -02 Approved with Conditions n Not Approved (attach comments) DATE: 2- 13 -02-- Approved with Conditions H Not Approved (attach comments) C n n REVIEWER'S INITIALS: DATE: DUE DATE DATE: ACTIVITY NUMBER: PROJECT NAME: SITE ADDRESS: 4275 S. 137 St. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # I Revision # X, After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved ! Approved ith Conditions Fi Not Approved (attac con ments) ri REVIEWER'S INITIALS: DATE: b CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP C c Approved with Conditions D01 -162 DATE: 10 -29 -01 Fosterview Lot 35 Structural Incomplete Fire Prevention C Structural Revie Required No further Review Required C C Planning Division Permit Coordinator DUE DATE: 10-30 -01 Not Applicable LI DATE: DUE DATE 11 -27 -01 u u DUE DATE Not Approved (attach comments) ri DATE: ACTIVITY NUMBER: D01 - 162 DATE: 10 -29 -01 PROJECT NAME: Fosterview Lot 35 SITE ADDRESS: 4275 S. 137 St. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 1 Revision # X After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete C Comments: PLAN REVIEW /ROUTING SLIP C Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route El Struc Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved ri Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Approved with Conditions REVIEWER'S INITIALS: Fire Prevention CK1 Planning Division C Permit Coordinator DUE DATE: 10-30-01 n Not Applicable n No further Review Required Is DATE: / � 3 Uk'1 DUE DATE 11 -27 -01 DATE: DUE DATE Not Approved (attach comments) n DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -162 DATE: 10 -29 -01 PROJECT NAME: Fosterview Lot 35 SITE ADDRESS: 4275 S. 137 St. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 1 Revision # X After Permit Is Issued DEPARTMENTS: Building Division Public Works n C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved 1 Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Fire Prevention Structural Incomplete ri Structural Review Required n c REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 10 -30-01 (14 Not Applicable F No further Review Required DATE: /. / ;L - "% DUE DATE 11 -27 -01 Approved with Conditions Not Approved (attach comments) Not Approved (attach comments) DATE: DUE DATE DATE: ACTIVITY NUMBER: D01 - 162 PROJECT NAME: Fosterview Lot 35 SITE ADDRESS: 4275 S. 137 St. DEPARTMENTS: Building Division Public Works Complete Comments: Please Route Original Plan Submittal Response to Correction Letter # C [x] DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved ri Approved with Conditions REVIEWER'S INITIALS: \PRROUIE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Structural Incomplete Structural Review Required S Fire Prevention F C CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: DATE: 10 -29 -01 SUITE # Response to Incomplete Letter # 1 Revision # , After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 10 -30-01 Not Applicable n No further Review Required Fi DATE: f 0I DUE DATE 11 -27 -01 n n Not Approved (attach comments) S DATE: DUE DATE Not Approved (attach comments) n DATE: z ft w 6 O 0 0 w w N w w 0 LLQ 1-O w U � O - 0 w w U. O LL { z � O DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -162 DATE: 06 -29 -01 PROJECT NAME: FOSTERVIEW ESTATES SITE ADDRESS: 4725 SO 137 ST LOT 35 SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 1 C do DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete LI Comments: TUES /THURS ROUTING: Structural Review Required C No further Review Required El DATE: (p / O Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions [ REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: 9RIWg1 U C Nn Approved with Conditions l l Not Approved (attach comments) Fire Prevention Structural Incomplete ri C Revision # AFTER Permit Is Issued Planning Division Permit Coordinator u n DUE DATE: 07 -03-01 Not Applicable L DUE DATE 07 -31 -01 Not Approved (attach comments) n DATE: 7/ ' 4 ' /C DUE DATE DATE: DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route IS Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved wit L• n itions - REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved IllitO1 /II 1)[K PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -162 DATE: 05 -23 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 35 SITE ADDRESS: 4275 S 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued C Fire Prevention Structural Incomplete ri Approved with Conditions n c REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator L I No further Review Require DUE DATE: 05-24 -01 Not Applicable DUE DATE 06 -21 -01 Not Approved (attach comments) DATE: c - -ZC )t n n DUE DATE Not Approved (attach comments) DATE: PERMIT NO.: DQ - 1 (2 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pr--construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre Move Inspection ❑ 0050 WSEC Residential 00060 WA Ventilationrindoor AQC ❑ 00070 NLEA Inspection /Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ �f}0090 Restee! 095 Footing Drains 0100 Foundation Footings 0200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab/Slab Insulation ❑ 00350 Crawl Space 12' 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing t.? Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney i A0610 Chimney Installation/All Types '�0 700 Framing [ 750 Roof7Ceiling Insulation 0800 Floor Insulation 0801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls 0 0900 Suspended Ceiling [�] 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre.Move Inspection ❑ 01115 Motor Inspection ❑ 01120......... Pre-Demo ❑ 01140 Pre - reroof 01400 Final -Fire 01700 Final - Building ❑ 01900 Final- Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special-Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special - High - Strength Bolting ❑ 04006 Special- Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, ExcaviFill ❑ 04013 Special- Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME: CONDITIONS 000! No changes to pians unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report C 0012 New ceiling grid 34 light fixture shall meet lateral bracing ❑ 0013 Partition wails attached to ceiling grid 0 014 Readily accessible access to roof mounted equipment 0015 Engineered pass drawings 34 pales shall be on site l x016 Exposed insulation backing material 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from rooting contrac :or verifying tire retardant class of roof -0019 All construction to be done in conformance •.viapproved plans ❑ "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division pnor to placing any concrete ❑ fireproofing shall be special inspected 0025 0023 All wood to remain in placed concrete shall be treated All spray applied ❑ 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑Q ❑ 0028 Rack storage requires separate permit ',0003 Electrical permits obtained through L & I 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete. stone foundations. flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of O will be required for this permit ❑ 0039 Final approval for all TI %win the limits of the SC Mall (10004 All mechanical work shall be under separate permit 0 110" 0040 All construction noise to be in compliance with 3.2 TMC ❑ 0041 Ventilation is required for all new rooms 34 spaces Q, 00051 All permits. insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall he done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspec :ed ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water 84 sewer districts'' ❑ "Fuel burning appliances ❑ "Appliances, which generate....•' ❑ "Water heater shall be anchored....•' ❑ "Reroot" Plan Reviewer. l Permit Tech: - 6 ti Date: Date: -1/4-0 DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete LI Comments: TUES /THURS ROUTING: Please Route C Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) ACTIVITY NUMBER D01 -162 DATE: 05 -23 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 35 SITE ADDRESS: 4275 S 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter it Response to Correction Letter # Revision # AFTER Permit Is Issued CORRECTION DETERMINATION: Approved n ' ROVt1 [KW v.t PLAN REVIEW /ROUTING SLIP n Incomplete LI Fire Prevention Structural F1 REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division Permit Coordinator No further Review Required /. ,k DATE: C/ DUE DATE 06-21-01 Approved Approved with Conditions Not Approved (attach comments) Approved with Conditions Not Approved (attach comments) n n DUE DATE: 05-24-01 Not Applicable ri DATE: DUE DATE DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -162 DATE: 05 -23 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 35 SITE ADDRESS: 4275 S 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 MEP C Complete Incomplete APPROVALS OR CORRECTIONS: (ten days) vigkant 00c Yr, Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Approved n Approved with Conditions n Planning Division Permit Coordinator DUE DATE: 05 -24 -01 Not Applicable (1C.) 4 : u , 1 Comments: LQ - \ - t c• TUES/THURS ROUTING: Please Route Structural Review Required LII No further Review Required REVIEWER'S INITIALS: !v- £ DATE: r/Z1/0/ DUE DATE 06-21-01 C LI Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions 1 Not Approved (attach comments) n REVIEW.R'S INITIALS: DATE: ACTIVITY NUMBER D01 -162 DATE: 05 -23 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 35 SITE ADDRESS: 4275 S 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision If AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete E Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITI APPROVALS OR CORRECTIONS: (ten days) TRR011I[.ax NN • PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete C Structural Review Required Approved ri Approve with Conditions n Not Approved (attach comments)' REVIEWER'S INITIALS: C DATE: C /2C CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: C n Planning Division Permit Coordinator No further Review Required DATE: G? S =, DUE DATE 06-21 -01 n DUE DATE: 05-24-01 Not Applicable Fi City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite.100 Tukwila, WA 98133' (206)43 I 670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. Date: 2'/ /'OZ -• Plan ChecklPernitNumber: PQ / - z . (2 Response to Incomplete Letter # ❑ Response to Correction Letter # tA Revision # after Permit is Issued Project Name: ,' S7b't y /,eh) /' 3a Project Address: Contact Person: C15 s, /37 Ik 5't Phone Number: `iZST 1 Summary of Revision: 72V 4c Eee-tf477dn41 ASP-Pt > iStvt/ /rtaJ J/9 /A..6A/ E '/s4:0 pA ( CIEA 7 vKs i -. etzto a to `.Jr t! a OFF w J/ • • II0r at* /i. 11' r ep Received at the City or Tukwila Permit Cenzer by: Entered in Sierra on -7 w Sheet Number(s): 1, "Cloud" or highlight all areas o revision including date of revision tk • RECEIVED CITY OF TUKWILA PERMIT CENTER 03/30/00 City of Tui 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, e:c Date: /0- Z4-0/ ❑ Response to Incomplete Letter g ❑ Response to Correction Letter R Revision g 1 after Permit is Issued Plan Check/Permit Number: Th / - /G2 Project Name: X l/ /Ett/ ri'/ S /.0t 35 Project Address: q 75 $ 13? 51 . •+ Contact Person: Phone Number: Summary of Revision: P4#E1e7 4144 ,c --3s o - 8 1. 1 • 'or !.t a -- ' ,2�urf�r � 1 /4/4u.l 7 t / .4'4 l� Sheet Number(s): g ,' 7 "Cloud" or highlight all areas of rciision ihc!uding dare of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on a• C ' PER MR . CENER os r30 / OO tvirA City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite _100 Tukwila, WA 93133' (206)431-3670 670 Date: ‘e7. -p/ 0 Response to Incomplete Letter Response to Correction Letter # 0 Revision g after Permit is Issued Project Name: Received at the City of Tukwila Permit Center bv: Entered in Sierra on - °4 Sheet Number(s): ' , - " �. 7 "Cloud" or highlight all areas o revision including dare of revision • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail. fad etc. Plan Check Pe. -nit Number: De/ - /z2. Project Address: '• Contact Person: Summ of Revision: • 1• M . it S Phone Number: 4r » RE CEIVE0 r OF Tt! ; <.`^PLA JUN 2 9 2001 PERM T Cr.ENT EH 08 30/00 LICENSE DETAIL INFORM' -TION Form STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License DUJARD *204L0 Name DUJARDIN DEVELOPMENT CO Address PO BOX 1059 Address City SNOHOMISH State WA Zip 982911059 Phone Number 4253345018 Effective Date 6120/80 Expiration Date 12/16/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 600351267 * *_'VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * *_:*_CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L&I Construction Compliance Home Paue http: / /www.lni.wa.gov /CONTRACTORS /TF2Form.asp ?License= DUJARD *204L0 Page 1 of 1 ,r ts"e4 csEyin.Ztr e.W r.o^riry =.- ?' i 2/28/01 iEq timb s ito Balance Due: Need Current Contractor Registration Card: ❑ Yes Need to Enter Contractor Information in Sierra: ❑ Yes ontact Person L) l a taff> 1:* 2440 FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUMENTS, LOT ADDRESS: 4275 SOUTH 137th STREET TAX PARCEL I.D. #: 261200 -0350 OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. S.E EVERETT WA. 98026 425 - 743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425 - 771 -6212 FAX 425 -775 -0236 CONTACT - ERIC TIETZE ARCHITECT- KAPPLER ARCHITECTS 14311 SE 16th St BELLEVUE WA, 98007 425 - 641 -5320 FAX: 425 - 641 -5318 CONTACT - JOHN KAPPLER SURVEY - EL. McDUFFY 3605 COLBEY AVE EVERETT WA 98021 425 - 258 -4438 CONTACT BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 425 - 803 -2581 FAX 425 - 803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E KIRKLAND WA 98034 425 -823 -9400 CONTACT - JORGE ANGULO SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 PLO PI3 PIS PI.6 P/8 P63 P8.0 P9.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE C - HOME DEVELOPMENT PLAN MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCHITECTURAL SITE PLANS - LOTS 35 - 40 SITE SPECIFIC SECTIONS - LOTS 25, 26, 35, & 36 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 3S STAIR DETAILS FOR PLAN 1843 A & B CIVIL ENGINEERING C -8 FOSTERVIEW ESTATES DRAINAGE PLAN C -I2 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C -13 AS - BUILT - WATER EXTENTION PLAN ARCHITECTURAL HOME PLANS FROM BASE PLAN # B2000 -072) Al. A21 A22 A3. A4. A5. A6. A7. Di D2. SI. S2. S3. ARCHITECTURAL COVERSHEET CODE NOTES FOUNDATION & LOWER FLOOR PLAN MAIN FLOOR FRAMING MAIN FLOOR PLAN UPPER FLOOR FRAMING PLAN UPPER FLOOR PLAN UPPER ROOF FRAMING PLAN ELEVATIONS & BUILDING SECTIONS STANDARD DETAILS STANDARD DETAILS LATERAL DETAILS LATERAL DETAILS LATERAL WALL SCHEDULE 7FRI145 STC1P -� r 02 35 FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PROP: $ ROVAL OF TUKWILA BUILDING D i:OTE REVISIONS WU REQUIRE A NEW FLAN 6 • MAY INCLUDE ADOIT:D; I, PLAN R '. E`:: These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions 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: 7 / / t By: S:_.P, R REQUIRED FOR: VIVIECHANICAL gleELECTPICAL IIILPLLIMBING iSAS P IP :3G CITY OF TUKWILA BUILDING DIVISION TITLE JOB NO 00754 COVER SHEET AREA LOT # PHASE LOT 1 5 LOT 2 A LOT 3 LOT 4 6 LOT 5 C LOT 6 LOT 7 2 LOT 8 4 7 LOT9 0 LOT 1 LOT 11 LOT 12 8 LOT 13 A LOT 14 3 LOT 15 A LOT 16 9 LOT 17 C LOT 18 4 LOT 19 C 10 LOT 20 0 AREA LOT# PHASE LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 C LOT 26 LOT 27 LOT 28 7 LOT 29 0 LOT 30 Lor 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 T. CONSTRUCTION OF INDIVIDUAL HOMES, .. INCLUDING THEIR FOOTINGS FOUNDATIONS, ETC. MUST BE ACCOMPLISHED 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 I10EY 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDATION& ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLE 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 MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF 714E 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, 714E 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 THEIP SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT 15 TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE 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. 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED 10 THE CITY AND TO INCLUDE: A TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES PRELIMINARY PLAT NO. L93 - 0014 FINAL PLAT NO. L99 -0018 ■ �, /J M R.L. McD UFFY dc ASIA INC. LAND USE CONSULTANTS ENGINEERS a SURVEYORS a PLANNERS . MANAGEMEN T 3605 CWLBY ARMIE EWB6TT, W199401UN 98201 (425)158 - 4438 FAX (425)158 -1616 DATE 2/7/00 010 By KMC JOB NO 96089 SHT 4 OF g B. 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. 8. THE OTECHNICAL ENGINEER IS 70 PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT 1116 WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH 114E GEOTECHNICAL RECOMMENDATIONS 9. EACH OWNER IN 17S PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERWEW ESTATES AS APPROVED BY 1146 OTY 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 stows 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 CO■TRIBUTORY NEGLIGENCE OF THE OTY OF TUKWILA, ITS OFFICERS AGENTS AND EMPLOYEES. C1T 0 ? SR&7 i W v M ALL Z A P.M. #230415 -1 -011 THIS EASEMENT GRANTS TO THE WY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS, THE RIGHT, PRIVILEGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT, ALTER, IMPROM REPAIR ENERGIZE OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES TRANSFORMERS DUCTS, VAULTS, MANHOLES CABINETS CONTAINERS, COMMIS, WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCES 10 MAKE' SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS 70 BE LOCATED ACROSS OVER UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING STATE 06 WASHINGTON, TO WIT- THOSE AREAS HEREIN WITHIN THE PLAT OF FOSIERWEW ESTATES DESIGNATED AS UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS". TOGETHER WITH THE RIGHT AT ALL TITRES 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 70 REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS ALSO THE RIGHT 70 THE GRANTEE; ITS SUCCESSORS AND ASSIGNS, AT ALL TIMES 70 OUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE INTERFERE WITH THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT 1S FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED W47HIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, 11S SUCCESSORS AND ASSIGNS THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACTURES OR1HEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL 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 774E CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. 714E RIGHTS, 9TLE, 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, WIRES NOS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM, AT WHICH TIME ALL SUCH RIGHTS, TIRE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. OPEN SPACE EASEMENT LINE TABLE UNE 1 DIRECTION I DISTANCE EL1 N8959 541V 4025 Ell NO039'04E 10.13' E13 N8959541W 58.26' 0.4 N7341'171' 10570' E15 N7341'171W 262' 0L6 N193634"E 4.56' EL7 N8778'54E 51.21' 04 N090732E 7544' 0.9 N572054E 27.23' ELIO 98323'461.. 29.05' 0.11 N1375'57'E 2255' EU2 N893614 46.42' 0.13 NI4V9366 3205' ECU N881659'W 47.06' EL15 N8816'09'W 512' 616 141652'055 3200' 1117 9212045E 2184' 1118 N82•0•23'W.. 14.86' 0.19 N7541475 2092' EL20 N5292'47'W 3209' 021 N6202'471W 28.92' 022 N897056'W 26.97' 0.23 N897056 "W 24.39' 024 N8920'56'W 16.55 EL25 8604136E 52.67' 0.26 N0000'00E 9.61' EL27 N892056'W 33.40' 728 S7539'14'E 45.91' 0129 N687239E 2242' 0130 N1938 54"W 32 71 0.31 N3255'12'W 3344' 1132 N857257 49.06' 0133 N5157'35E 18.82' E1.34 N68'4504E 22.04' 0-35 N4106351W 2268' 0136 NO272 46'W 21.13' 1137 N6453'111 60.03' 0.38 NO232'461W 19.88' . 1139 N.3606'34 - E 23.66' EL40 N64534116 41.66' 0141 N38V 5 J4E 16.16' 0142 N7479'41 "E 26.99' 0.4.3 NO356521W 31.75' 0.44 143459'32E 25.95' 645 N0679'49E 15.18' 0.46. N267542W 14.93' 0.47 NO24434E 17.08' 648 N35'0521E 21.05' EL49 N22 16.28' 050. N87 20.74' - E151 N8748'28'W 10.83' 1152 N8748'281W 257' 1153 .9017743E 50.00' 054 N355T57"w 74.34' 055 3535715E 80.93' OPEN SPACE EASEMENT CURVE TABLE CURIE 1 RADIUS 1 LENGTH 1 DELTA ECI 5 57.93 6229'43" 002 47.00' 17.23' 205952' EC3 3527 36.25 622576' EC4 20.00' 49.81 142'41'51" FOSTERVIEW ESTATES A REPLAT OF A PORTION OF TRACT 67 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 PHASE A PHASE B PHASE KEY PHASE C PLAN USES IN PLAT 1568A 2 I568B 1 18431 PHASE D 1843B 6 2060 5 2108 5 ?f.21 2246 5 2119 6 LOT # PHASE PLAN PORCH AREA LOT 4- PHASE PLAN p` Rcp, .AREA LOT I 1843E X LOT 21 2119 LOT 2 1843A X LOT 22 B 2060 A 1 LOT 3 2119 LOT 23 1568A LOT 4 2246 LOT ?4 1568B LOT 5 2108 X LOT 25 C 1843A LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 1843A LOT 8 2108 X LOT 28 1843B B ? LOT 9 2108 LOT 29 D 1843E LOT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 LOT 13 2246 LOT 33 A 2060 8 LOT 14 2108 LOT 34 2119 LOT 15 A 2108 3 LOT 35 MOD'F.D I11 1843B LOT 16 MOD'F.D (2) LOT 36 1843A LOT 17 2246 LOT 37 C 1643B 4 LOT 18 2060 LOT 38 1843A LOT 19 C 2119 4 LOT 39 1843B SOT 20 2060 LOT 40 D 1843A 10 OME PLAN MATRIX & SCHEDULEB (SEE SHEET C.1 FOR STREET ADDRESS nF FACM 1 nTrc; CONDITIONS CONSTRUCTION OF INDIVIDUAL HOMES, INCL'DIN FOOTINGS. FOUNDATIONS. ETC. MUST BE PREFO IN ACCORDANCE t "viTIfi,THE APPROVED HO DEVELOPMENT PLAN. 2 THE HOUSE DEVELOEM PLAN OUTLINE A REAS. EACH AREA IS TO B DEVELOPED IN T CONSTRUCTION PHAS _ THE CONSTRUCTION AREAS SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER GEOTECHNIOAL ENGINEERING FIRM AS APPROVED BY THE. CITY OF TUKWIM. 4 THESE GEOTECHNICAL RECOMMENDATIONS ARE TO BE 0NCLIJDED AS PART OF THE SIBMI, TAL FOR EACH OF THE SINGLE FAMILY RESIDENCE PERMITS, ON A LOT BY LOT BASIS, GROUPED N CONSTRUCTION PHASES. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR A. TEMPORARY EXCAVATION 0ECONI ME,NDAT10NS 8 AREA TO ALLOW FOR THE INSTALLATION OF HOUSE. FOOTINGS FOr NDATIONS AND FLOOR SLOS. 0 CONSTRUCTION AREA AND PHASE MITIGATION MEASURES) FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND ! DURING HOME CONSTURCTION i C GEOiELi;Nt1 f REQUREMENTS NEEDED TO ALLOR THE JMPLE.MEN t, OS OF AI 4 =5T HOME DEVELOPME?iT 0NSTREC ONAREAS 0. CONSTR.CTRIS DESIGN PARAMETERS ON A LOT BY LOT BASIS E FOR LOTS 2! THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION`OF FOUNDATIONS, FOOTINGS, AND FLOOR SLABS .ADDITIONALLY. THERE WI L BE LIMITED EXCAVATION AND Rr9G Al OE HE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCT.ON F. FOR LOTS 35 THROUGH 40, THE SLOPE ON THE 'UPPER PORTION' SOUTH END) OF EACH LOT WILL BE FLATTENED DURING _0T DEVELOPMENT OT ACHIEVE AN INCLINA:IONOF 2S:L ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED RETAINING WAIL THE 'LOWER PORTION' (NORTH END) OF THE LOTS WILL HAVE THEIR SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. THE APPLICANT IS TO INCLUDE - AS PART OF THEIR SINGLE FAMILY RESIDENCE PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT 8088, GROUPED IN AR THAT THE HOME FOOTING AND FOUNDATION DESIG.. ADDRESSES AND 00061LLS THEIR GEOTECHNICAL RECOMMENDATIONS DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEEP 1S TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY OF TUKWILA AND TO .ADDRESS A TEMPORARY EXCAVATION OF CONSTRUCTION AREAS AND MITIGATION MEASURES. B, VERIFICATION OF FOOTING, FOUNDATION, R AINING WALL AND FLOOR SLAB INSTALLATION METHODS D DRIVEWAY PLACEMENTS ACCORDING TO GEOTECHNICAL RECOOMMENDATIONS C. VERIFICATION OF BACK FILL AND PREPARATION FOR CONSTRUCTION IN ADJACENT HOME DEVELOPMENT CONSTRVCTION AREAS ACCORDING TO GEOTECHNICAL RECOMMEYDATIQNS. ' I THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BA51S THAT THE WORK HAS BEEN ACCOMPLISHED 10 ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATIONS TRACT "A" • ` P21, p ME DEVELOPMENT PLAN. TRACT "8" DO F4 iL TRACI KEY PLAN 6 0 [�!• L T T 9» I n� 0 20 40 80 160 NOTE: 1. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. LOT # PHASE PLAN 11 c o ) RCH AREA LOT w PHASE PLAN '' ARE, LOT 1 1843B X LOT 2 1843A X A LOT 3 2119 LOT 4 2246 LOT 5 2108 X LOT 6 2246 LOT 7 2246 LOT 8 2108 X B 2 LOT 9 2108 LOT 10 2246 LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 LOT 13 2246 LOT 33 A 2060 8 LOT 14 2108 LOT 34 x.19 LOT 15 A MOD'F.D (1) 3 LOT 35 i843B LOT 16 ' -108 MOD'F.D (2) LOT 17 2246 LOT 37 C 1843B 9 7 LOT 18 2060 LOT 38 1843A LOT 19 C 2119 4 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 HOME PLAN MATRIX & SCHEDULE .SE.L'€ TRACT "8" SUFFER LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 36 C D PLAN USES IN PLAT 1568A 1568B 1843A 18438 2060 2108 5 ? *2 2246 2119 2119 2060 1568A 1568B 1843 18438 1843 18438 88438 1843A 1843A (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) 31 32 29 U TRACT "A" FWpF'£RTr1AV£ — TYF (TR.t. r 80r) TRACT • A' P2.5 ,a \ KEY PLAN MME DEVELOPMENT PLAN DETAIL 0 20 40 80 PHASE C aM SCAB r.: 1 ' = 40' • _ m 0 m Kappler Associates Architects 13400 Northup Way, Suite 33— Bellevue, Washington 98005 (206) 641-5320 * Fax (206) 641 -5318 pate By p egoription _.. _ _.. - �l c ■ n ICI o •� . t ! i l,c i 1 , c,4 4 1t l `i1f Wg SlIIN�� l I }N A �✓ A - ] ITECTURAL, PLAN �Sd • 3000 MA MN FER IT SS T C ChOUQ BD� COMMk�NT9_)�_ FOSTFRVIFW FLAT _... --�___ _ _ .: „docar too 4101 N ;AWL gew- la Awl 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, 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. 04 60 114 05 25 193 25 204 07 22 290 08 40 227 09 25 235 ADJACENT TO LOT WITHIN R.O.W. CUT FILL 0 0 N/A 0 N/A N/A N/A N/A N/A N/A N/A N/A N/A , N/A N/A N/A N/A N/A N/A 22 40 38 N/A 1 N/A i 37 , 480 23 40 44 N/A 1 N/A 38 : 446 24 282 25 35 0 39 ! 395 25 266 38 35 0 40 1 473 : I LOT TOTAL ! TOTAL ADJACENT TO LOT ' CUT ' FILL WITHIN R.O.W. CUT FILL 26 i 449 40 45 0 27 28 29 30 31 ! 32 TRACT " " SOUTHGATE PARK PELY PUElle URI/7 Y L4.27/19 /roes ase ROTC VW, DISDENT GRADE COMPARISION EX ROOVISFY JY E TRACT "A" . . .. . .. . , .. ....... !!! - - . fli12 7Y LAVE - oRAci ! ....... .. • , rI —R,4 STEPS A5.0 NEW .5" MVO WALK 41 k -- J NEW ASPH. WALK SEE SHEET A5.0 FOR SITE STEP Itf-CfElATIGN Lc ( g. • _ TITLE JOB NO. • 98013 SHEET P16 SITE PLAN NOTES 1 THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES. 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 P1fi. 3. ALL FOOTING DRAINS ARE PER DETAIL 9/P8.0 4. STORM DRAIN - SEE CIVIL SHEET C-8. TIGHTL1NE FOR HOME SHALL BE 4' NON - PERFORATED ADS N-12. PROVIDE 4% POSITIVE GRADIANT. TIE TIGHTLINE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTLINE TO STORM DRAW 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 6. WATER SUPPLY FROM METER TO HOUSE to 3/4 Tin K COOPPER WATER METER IS FOGTICHT 11 CONNECT WATER SUPPLY TO WATER METER SETTER SEE CIVIL SHEET C-13. 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER 7 OF 518' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20 MAXIMUM SLOPE ALLOWED IS 15%. LOTS 23, 4,5,6,7,8,9,31,32,33 AND 34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHTUNDED 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 P0,P11,P12,P1.3 AND PM. 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 PL6. THIS WALL & DRAIN UNE IS EXISTING AND WAS PART OF LAND TERING PERMIT ) DO1 -162 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 reepoasibility for the adequacy of the design rests totally with the dasigaer. Additions, deletions et whim to them drawings after this date will void this accepts= and will require a resubmittal d revised drawing for subsequent approval Final acceptance is subject to field impaction by the Public Works utilities inspector. Date: By: /l3/ 0 5 10 20 SCALE : 1" = 10' , E' S I M t 2/. R T J CITY K OF TUWILA PERMIT CENTER 40 z U JOB NO.: 98013 DETAIL PLAN Irith-A-VENLLE- SIDEWALK --' FINAL GRADE FOR PLAT APPROVAL - FINAL GRADE FOR HAT APPROVAL mw-rourr -toweesr-zotzs — — HIGHEST RIDGE 4.• 1: 4 1: T4- 1: I t _ IIREATER TH EPP - - s- - _ , I -F.,SIDEIVALK REVISED ORIGINAL GRADE _ ISTWN t - - - ; -s 137th AVENUE SIDEWALK kSITE SECTIONS FOR LOT 25 - 111111 , n1111,111 '--- FINAL GRADE FOR FINAL PLAT APPROVAL REVISED ORIGINAL GRADE ©SITE SECTIONS FOR L9T I� 4 22CP - I: 4 1: - NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. 200' - FINAL GRADE FOR LOT BUILDOUT INt IW NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. 347 217 1 I==E==a=, stoEwm.z ' 4 4 FINAL GRADE FOR LOT BUILLOUT4 ORIGIN. GRADE - ge-er - 1 1 SIDEWALK 1- ( 4)SITE SECTIONS FOR LOT 26 Scale _„ r DATUM - r - - r FINAL GRADE FOR PLAT APPROVAL — •- - SW MAIN FLOO Iii1 i la, t i I §'-- i '---- or - - - S 137th AVENUE- .:- ---- ---- j 1 .9 Ile or SLT _ . miD.rowt trritni t H I zzr , DATUM , ()SITE SECTIONS FOR LOT 36 El : 210 I - j - - - ' "". St. l'hh AVENUE REVLSED ORIGINAL GIL1DE : SIDEWALK Jsr I - gr . or 1 I Off NOTE - FINAL GILSDE FCIR FINAL PLAT APPROVAL ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. 2.• 1_ : I 200' - FINAL GRADE FOR LOT HOLDOUT : • 4 - 1 170' 4114G D,t‘JtS4C., 1 ' k,t11.1-• NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. P6.7 crrv0E-ru EXISTING TO BE RE OCKS OVED, EXISTING SILT FENCE ,SHADED AREA REPRESENTS FILL TO BE REMOVED. THE GRADE LEVEL IN, THE BUFFER WILL BE RETURNED TO REVISED ORIGINAL GRADE & REVEGETATED. SEE SHEET P2.7 FOR WALL LOCATION. U TIL I T Y LS1VI' S - _j FROM R.O.W: \ �_, ' -EDQIE OF WA CO RSE BUFF 2' F . OM R: Q�V. JR2,,,,7 a 0 - EDGE OF.WATER COURSE BUFFER 2' FROM PROPER LINE EROSION CONTROL`N l: FOLLOW STANDARDS`THATT' �'- ARE --INCO "RPORATED INTO - THE LAO PERMIT STILL EFFECT FOR THE PLAT. XISTING SILT FENCE � O Z cs m AIN-_IN ITS CURRENT\ LOCATIO ` 3. DO NOT l B'S`I` RB -AREA ON TRACT IDE ,ILT- FENCE. 4. REVEGETATE PE APPROVED WETLAND - M ITIGATION PLAN EDGE OF WATER COURSE /` r ER -.0 U CO 11TLE JOB NO. 98013 DETAIL PLAN _ P2.8l I SHEET I I .roe N0.: seoxi . ■ Kappler Architects PS 14311 SE 16th ST, Bellevue, Washington 98007 g (425) 641 -5320 * Fax (425) 641 -5318 ARCHITECTURAL PLAN Date By Descr$atbn �- , �, �1, - • , , . , • , uu Gl `� OS 12.00 JK PERMIT 07 . 17.00 KU CITY COMMENTS • NOT CLAM!) o$ab� JeM c1TY c41iM @N.T� 4!27/01 BM4 REVISIONS • CLOUDED _ 4 M N H t rr , F wnsIoNatoN ----- FOSTEItVIEW PLAT SITE PLAN FOR LOT 35 I lit' CL FNISH GRADE FMiS GRADE ' NTS hT5 I RETAINING WALL DETAIL 3/4' =T-0' FINISHED GRADE TOP, OF FT'G 3/4•=T-0• FINISH GRADE s• RETAINING WALL DETAIL 9LR ARI F MIS•ND GRADE ■ OF Flue 2' -10' 10' ) 2 -4' O6. WALL DET AIL 5184270' A.8.4.4 2'70'x3/16' BOL PLATE 414 54-' 5 • 4'-0' o 0, ( (Div. 3 SET A -1) EXCEPT 45 mom, ON SHEARUALL SC/EDU.E l' MR. STEED. (2)4 BAR• TOP 4 VERT- BAR• TOL (DM 3 5HEET A -1J •4 VET. J BAR .50. 6' oc (DIV.3 SET 4-1U DA x PR(Y 543 DIV. 4 HOE BAR • 10• oc (DIV- 3 SHE A U DETWL 3)PED FOR FOOTING DRAIN CCNSTRlCTION (DN.2 S. 44 r)4 BAR CO.T- SOLD 5lBSTRA".•.IBSTRA- '/54270' AB- LW 270'X30' SQ. .t 518,10 AB- WASHE- '45. OE, (DIV.3S A -U EXCEPT AS NOI. ON 5,ARILW l T MM ENE'F, V.I. BAR• 1, C, FJIlL (DN 3 SHEET A -U 5 VERT- 3 BAR C-.0•1 oc (DN.35. A -U D• MP FROM.( DIV 1 SR A7 1.401. 5AR • IC cc :DIV. 3 SET A -77 4 H,G. BAR x 3-b'•14, (D9A 3 STET A -1: ( .4 BAR CON, (ON 35'.ET a -U SOLD SIBSTRA:= "_ D -T,.91- 5/PSO FOR ON SOLD SUBSTRATE FOOTNG DRAN CONSTRUCT ION FOOTING DEPM FER (DN.2S 0 .01".4 EH'� 51842m A3 1W 27O)GA6' 50 i2' CLEAR - f a PLATE 524 . L-RS 9 4' 0' or_ (DM 3 SHAT A -U D(CE T AS NOT. ON SF -431' AJ_ 50EDULE TMN.:re v. 02.4 3A5 a TOP 4 .5, BAR• n• oc,FF.L slGr CF 11U` (DIN 3 SHE A i1 5 Vim. J 545.60 sb' OC (DM 3 SS A -`J DArPPROOFINr -. r ON.I SHT av HYF' BAR •a cc (DIN 3 SHE= A-0 •4 HO. BAR 3'-b' • Q'ac (DIV_ 3 SHE A-I) TiC+R O. :3) •< BAR CONT. (DIV.3 SHAT A -U D-1AL EP5D FOR FOOT. DR CONSTRICT. mN.25' -cU A -U (FOR FROST)I 226 RAILING 222• SW' OC (PR DET.BTLLN NOT TO= CEED 5/424 TK CDR DCKG bB PT- DECK UST. AT 16'OC TIP. TJI FLOOR FRAMfY 4 RM BOARD F82 FOAL 6210 PT. BEAN ECC66 TO POSTS ABOVE AND BELOW 22 FACIA BOARD (2' Gv.ATE2 DER14 THAN JOISTS) (U 3/4• LAG BOLT, AT EACH ND 626 H�FE BRA, 626 P.T. FOrT XI/ CB. FNI54 GRADE (474 BAR Vi.- 4 5118 WO Foam.G •4 BAR Cl2A°• Q' or; r'IN TOP AND BOTTOM 36.6,10 CONC. PAD (4)•4 BAR EACH MT 13 TYP. DECK CROSS SECTION 3/4"4-0' FM. GRADE O RETAING WALL DETAIL 3/4 4 • a • P GRADE / I -10 , 8' . 10' NTS Nis 15 OUNDATION DET NOT£, T., DEXS WIL NOT. USED FOR ALL CONDITIONS. INSTALL DOER DECK OVLT MEN GRADE REGIMES. ATTACH LEDC. m) 2 ROWS OF UP LAG BOLTS AT 16 oc VET J BAR C-R60 14 OC (DIN 35,.7 A -U DA, PROOENG- ( DIV. l SIT AU •4 HOTa BAR. I0' oc (DIN 3SET A -U TUG'- li1.INE SEE DETAIL 31R89 FOR FOOTING DRAIN CONSTRUCT. B (DIV 2 SEET A -U (474 BAR Cam. (DN.3 54., AT/ SOLID ....RATE - /512ID'AB. W/270 • STEEL PL WAS HE RS • 4' 0• OL. IDIV 3 SHEET A -U EX CEPT AS NOTED O FAARII4l 0,44 BAR E fl'BED. (27.4 9AR •TOP •4 VERT. BAR •4 VERT. J BAR GREG eg'oc (DIV. SHEET A -11 DAMP PROOFING ( DIV. l 5HT All •4 HARZ BAR• 10' oc (DIV. 3 SHEET A -1) TIGMLIE T- S. DETAIL 5/PS.0 FOR FOOTMCG DRAM CONSTRICTION (DIV. SHEET A-1) (4) 4 5AR,CONT. (DIV.3 SHEET A -I) SOLID SUBSTRATE Q FOOTING DRAIN DETAIL 3/4'4-0" 12' CLEAR FOQTRJG DOES - NOT SLIDE IN MS CONDITION, FOOTING SPAS HORIZONTALLY. GE 5 3/4•d -0' TOP CF SLAB NOTE: FOOTING DOES NOT SLIDE M THIS CONDITION, FOOTING SP 5/5'427'0' AB- LU 2'076/16 50. HORIZONTALLY. ST._ MATE lUAS ERRS • 4' -0' OL. (DN.3 S'T 4-1/ r G_r T TOP CF 5L A5 NO TM ON 5HEAR1/A_L Sv�AiE 7' N1I. EMBED. Q) BAR •1, NOTE: FOOTING DOES NOT SLIDE IN THIS CONDITION, FOOTING 5P HORIZONTALLY. NTS. FOUNDATION DETAIL 3/4•=7 -0' TOP OF J BAR -m ii!'oi 12' CLEAR 0 . NTS 11 FOUNDATION DETAIL 3/4 =T-0• ' -6 10 ' NTS. NTS. FOUNDATION DETAIL GRANULAR 50RICR RAL Pal SEE SITE 5PEC61C FO DATION DETAIL FOR FOOTRC- CONSTRICTIONL FABRIC - CORER 500X OR Fr °, TIGHTLINE WASHED 7/5'tt4T :t 2'-0' MIL OVER FOOCG DRAN 4' RIGID PERFORATED F11 (4% MIFL. SLOPE/ tome 5/5'4•10' AE M( 2DQ'Xi/f66 II 5 STEEL PLATE '-0' OL_ EN, 3 SHEET A-U EX AS NOTED ON SFEAAIN-L SC.EXLE T I'MECEED. (2)• BAR • TOP •4 VERT- BARK' CC,Rli REIG41 CF WALL (DIV- 3 94.T A'-U.. 5 JBAR•8'Oc (DIV. 351.7 A-U 4 NOR_ BAR • IV oc roN_354ET A-0 DAMP PROOF., DI,' 347 AU G TIGHTLRE 4 FIORE BAR 3,• p' oc TOPCFr (DIV, 51.T A-12 ( 5) 4BAR CONY. (DN_3 SEET A-U SOLID EIEST ATE 5. DETAIL 3R8ID FOR FOOTING DRAIN COSTRIC'i N (DIV 2 Ste. 1 A-U 554260' AB. W 27Q7G/Y • SR ST.- PLATE HI.S - • 4'-0P or, (DN_3SF.TA -LI E AS NOTED ON 3- EARUAL L 56EDUYE 1' MIL E71BED- (2)4 BAR •TOP HER, BAR• k` OC, a➢T OF LULL (DIV_ 3 S. A -D 4 VE2T :J BAR • S Oc (DIV, SEET A41 HTOf BAR • 60' aC (DIV 3 514M A -U DAMP FROM. (ON l SHHT 31 TIGWILEE rc •4 gocet 3514 ARA' SOP OF FIYs (DM 3 s1aE =T ..-0 (6)•4 BAR COW. (DIV -3 SHEET 4-13 SOLID SIBSRi AT` 5EE DETAIL %P. FOR FOOTING DRAPE CONSTRICTION (DIV -2 SH.T A -1) - /54x10' AB. W/ 27076/16' SR STEEL PLATE WASHERS s OL (DIV 3 SHEET A -13 '7OC.T AS NOTED CN SEARWJ-L SCNFDIA_E l' MN EMBED. (2)4 BAR •TOP 5 FAR.. BAR • 8'. oc. (DIV. 3 SHEET A -1) DAMP P HIL=(DN I ST Al/ al TGHTLINE 4 4 HIORT BAR 4'(21 OC (DIV 3 SWEET A -Il (8) 5 BAR CONT. (DIV. 3 SHEET A -1) SOLID SBSTRATE SEE DETAIL SIPBID FOR FOOTING DR. CONSTRICTON (DIV.2 5NEET A -I) TOPGF J BAR t OF & AO TOP OF FUG 3/44-0' �•v FOUNDATION DETAIL 2 TOP FIISH GRADE 3 /4 =i-Or IE t IF \ NF -I w FOUNDATION DETAIL FISH GRADE NOTE 5.DG -1115T i PLACE FRICR TO ML BADGRL CFI/MILL. 3/4"4-0" •4 VERT- BAR • g' OC,RL HEKAT CF WAIL (DIN. 3 5HFET A -U \ TOP CF J BAR 5 V -J BAR GR 60. 5`OC qz NOTG G0E HST BEM (DIV 354'. A -I), PLACE FRO/ TO Zp 34CIGW1 OF WALL 112' CLEAR 3' -2' J, f0' 1 -3' FOUNDATION DETAIL TOP OF SLAB Nis h75 FOUNDATION DETAIL 3/4:=T-0• VEHK'7.AR SURo4.6.F B 504210 AB. WV 2'053/16' SO STEEL PLATE WASHERS • 4' -0' OL. (DIV. 3 SHEET A-I) EXCEPT AS NOTED ON SIEARUALL SCHEDULE l MIN EMBED. (2) •4 BAR • TOP 4 VERT. BAR • n' oc, FULL (DI HEIGHT SHEET V 3 SHT A -U 5 VERT. J BAR• 6' ac (DIV.3 SHEET A -I) DA'IP PROOF.. ( DIV T SHT Al) v 4 NOR. BAR • 10' oc OVERLAP (MM) (DIV 3 SHEET A -U TIGHTLNE (5)•4 BAR COWL (DN. 3 SHEET A -I/ 5. DETAIL 3/P8ID FOR FOOTING DRAM CONSTRICTICTI (DIV. 2 SHEET A -U SOLID 5105TR4TE 4' CONC... OVER 4' ROOK OVER VAPOR BARRIO/ 5184410 AB. I 2,25 3/16 SOL STEEL PLATE WASHERS • A -0' OL. (DIV. 3 SHEET A -I) EXCEPT A5 NOTED ON SHEARIW_L SCHEDULE 1' MIN EMBED. (2)•4 BAR •TOP •4 VERT.BAR• U' ..,RILL /EIGHTY CF WALL (DI, 3 SHEET A -I) 5 VERT. J BAR GR60 • S oc (DIV. 3 SHEET A -14 DAMP PROOFING ( DN. 1 BHT MU% 4 NORI. EAR • IV oc 1•-6' OV R_,4 (MN) (DN.3 SHEET A-0 GHTLINE •4 HOR. BAR 2'-0 16, (DIV 3 STET A -D SEE DETAIL 3/PSID FOR FOOT.. DRAIN CONSTRUCTION (DIV. 2 SWEET A-l) (6) 4BAR CWT. (DR/. 3 SHEET A -1) SOLID SUBSTRATE 4' CONC. SLAB OV. 4' ROCK OVE2 VAPOR BA RIO'i� 5/84x10' AB_ WI 2'#76/16' SR ST._ PLATE U.LAS EP5 4'-0' Oa (DIV. 3 5.5T A -U EXCET A5 NOTED ON SI-EAR/WEI SCHEDULE 7' MN EMBED. (21.4 BAR • TOP .4 VERT- BAR (5' -0 • U OC (DN.3 EU A-0 TIG - rrue 5/5•1210 AB. W/ 40'X3/16 ST¢L FLATS WASHERS • 4'-0' OE. (DIV- 3 SHEET A -U EXCEPT AS NOTED ON SFEARI ALL `rlknU➢ F l' MIL EMBED. (21.4 BAR •TOP 4 VERT. BAR a ID• CC, HILL /EIGHT OF WALL (DIV.3 SHEET A -U 5 VERT- J BAR GR60 • 5• x (DIV.3 51.1 A -1) •4 FIOR. B • e• N.3 SF �T AR A -U DAMP PROOFING (DN.I SHT Al) 4 NOR. 3' -0'. BAR • ID' oc (DIV.3 SHEET A -U (V•4 BAR COT. (DIV.3 Sc A -U SOLID SUBSTRATE CONC. SLAB OVER 4' ROCK OVER VAPOR BARRIO/2 .sons 5 VE£ -J BAR 0. 0a6'oc G (DM 3 SF= A -U DAMP PR ANG-(DK, SHT A) -41-0 BAR oc I•-6' OYRAP (MN.1 (DIV.3 SHEET A -U 41408 - BAR 3•-0` • (DIN 3 SN.T A -U FOQ DETAIL 4N CG ca FOR FO OTING DRAIN .rRCTION (DIN. 2 SHEET A -U (6).4. BAR CONY. (DIV.3 SN.T A -U SOLID SUBSTRATE 4' COIL SLAB OVER 4' ROCK OVER VAPOR BAWIOR 11 151ED GRADE SHED GRAD FOUNDATION DETAIL 3/4'4-0' DO1 -162 FOUNDATION DETAIL NOTE: FOOTING DOES NOT SLIDE 5111415 CONDITION FOOTING SPANS F,Oai .ALLY. TOP GE LA NTS FOUNDATION DETAIL 3/4'4-0' TOP OF SLAB TOP OF J BAR VEHICULAR O RCk1ARGE AR 1/24210' AB. WI 25053/16' SO 5-L PLATE WASHERS • 4' -0' OL (DIV -3 S1-I. A-U EXCEPT AS NOTM ON SHEARUALL 5C4 JJUtc MIL EMBED- (2/ 4 BAR .•TOP •4 HOWL BAR 10'0. 0,1', CORER OVER, (DIV 3 SHEET A-U •4 VERT_ J BAR 16' OL ALTERNATE BENDS (DIV 3 SNEET AEU TIGHTLINE DAT ING (DIV. T FART A-U SEE DETAIL SlPSO FOR Foo DRAIN COSTRJCTIOU (DM Z SOU A-D SOLID SUBSTRATE (3)5 BAR CONT_ MIV 351 A-U TIGNTLINE DAMPFROLFIN.. (DIV - l SHEET A -I) SEE DETAIL 5/489 FOR MOT NG DRAM CONSTRICTION (DIV 2 SI.T A -1) SOLID SUBSTRATE (3) 5 BAR CONT. (DIV. 3 SHEET A -U (2)•4 BAR • TO' •4 VERT- J BAR •8'OC (DIV. 3 SHEET A -U •4 HORZ BAR • ID• OC (DIV. 3 SHEET A -U TIGHTLME (5) 4 BAR CANT. (2) AT TOE (DIV. 3 SHEET A -17 ( A-l1 CITY OF TUKWILA •4 VERT. J BAR• 6' oc (DIV. 3 SHEET A -U •4 HOR. BAR •IV oc (DIV.3 SHEET A -U 1/2 1•10 AB. UI 27Q7GA6' SO ST._ PLATE WASHERS • 4' -0 OL- (DIV 3 SHEET A-0 EXCEPT AS NOTED ON 51- v..,_4 r SCHEDULE l MN EMBED - (2).4 BAR • TOP 4 HORIZ. BAR ID' OL, I'-6' CORER OVERLAP '(DIV -3 SHEET.. U •4 VERT- J. EAR I6' OL- ALTERNATE BENDS' (DIV.3 SHEET A -I/ 5/8'4210' AB -W/ PX2 X1/16' SO STEEL PLATE WASHERS a 4' -0' Oa (DN. SHEET A -U EXCEPT AS NOTED CN 514EARi SCHEDULE l' MM EMBED. 4 VERT. BAR • 76' OC, FULL HEIG CF WALL (DIV. 3 SHEET A -U DAMPPROCFU. ( DIV 1 5Hi All SOLID `. 435TRATE SEE DETAIL 3489 FOR FOOTING DRAM CONSTRUCTION PERMIT , CENTER NOTE: N L I i S i v A F S® 3 --'-. - S/8,10 AB. W/ 2'0'X3/16 5.0 FCOTA. DOES NOT SLIDE M STEEL PLATE WASHERS • 4' -0' CONDITION, FOOTING- SPANS ► EXCEPT AS NOTED ON SHEARIIALL HORIZONTAIY. v a. SCHEDULE T MM EMBED. 3/4'=T-0' (2)5 BAR •TO FOUNDATION DETAIL 4 VERT. BAR • I2 OC, RILL HEIGHT OF WALL (DIV. 3 SHEET A -U DAMP FROCFING ( DIV 1ST AU TIGHTLIINE 0 4 NOR. BAR 3' - • 10' oc (DIV 3 SHEET A -I) (1) .4 BAR CONT. (3) AT TOE (DIV. 3 SHEET A -U SOLID SUBSTRATE SEE DETAIL 3/489 FOR FOOTING DRAM CONSTRUCTION (DIV.2 SHEET A -1) S34.3 C co _+ • CD L. CO X v , _ ▪ ° cb N L v JOB NO. I TITLE SHEET P8 1 98013 SHEET JOB NO.: 98013 Kappler Architects, P.S. Belle SE 10th vue, Washington 98007 Bellevue, (425) 641-5320 * FaX (425) 6415318 DUJAR ICI lv Date By Description IP ��. ea • , � ,, ,, : ■, �1:F� C , rc , r sit 1 'r �ArE ar ∎11 3u ~ �� FOSTERVIEW ESTATES THIS DRAWING IS 0 COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT r 111111 con l 1 1�1 O z Owsog %I%IIEIEII illtrAPirrirPtriblif M,AMASTRRSVRPP \PRC7T0 09 - 1998 11:11,67 Si hee; LL Workstation: PaUIM O T1 tri O 4"RIOGEO PERFORMED P/PE 5' WALK/ LOWY EASE465, 4" R/OGYD PERFORAIEO PIPE SEE WALL DETAILS � 75'PZYAI£ .li£I I�, CB 4 ORAAYAG£LS4( 31 r � 20'P1.45T1C UnL17Y/ FEA''STR/AN EASEMENT RE INTO CAION BASIN EX 18' CYR A TRACT "A" ORA/N 99/7757 ATBASE OF RAU . A 7 oo 10' PRIVATE Ok4/NAGEESYT 15SH9YATEEWAN. AAD.RaW E9YT 5' WALK/ 077U7YEASEME7V 70' WALK /CURB U771/7Y EASEMENT 5' 1/77L /TY EASEMENT EC ROY EX GY/YPOLE £ CLWG WALL NOTE.• AS-BU/L7 INFORMATION IS AS OF .9/M/99. ASE LIDS AND DRAINAGE ACCESS LIDS /N P.A4 t /ENT ARC' 4Y ATP. RIM ELEVAAONS MAY CHANGE AFTER FINAL LAW? OF ASPHALT PAl HAS BEEN APPL /ED. EDGE OF EX. ASPHAL r (ABANDONED) NOTE THE FOLLOWING CBS ARE ACCESS OR ./UNCTION STRUCTURES, NOT / NLETS AND HAVE SOL/D COVERS- 5 18 78A, 788 241, 29, 29A, 30, 40 40A, 42 45. WATER COURSE CATCH BASIN DATA Maw a a - s !37711 PLACE LOF3E75 ARE 10 FALLS OF CORO 101#7PE CLAWS ARE PPEESOVT.) .a9 &Z EZEV INLEEPT IIEI1 7 22238 27533 (8 2 27545 27548 (BNS) 3 21200 210.57 (875,2 21052 (8'71) 4 204.75 20070 (675), 20005 (8 N) 5 75722 (5'S), 78173 (77-Av. 78102 (12 6 7 8 9 10 77 12 73 14 15 75 77 78 78A 188 1 • 786.75 189.69 17477 174.43 174.63 785.95 780.70 179.30 788.38 78320 77785 176.81 774.55 174.97 17773 (12SW), 77156 (1211E) 777.40 (87119) 77172 (8SE) 78354 (72 77579 (12 77569 02 -so 77547 (7275E2 77533 (12NlA,SW) 18442 (7279f) 17984 (72 SE,NE) 17471 (7279), 77409 (72 - SE) 77355 (127910. 17336 (727.ey 17050 (8 SE) 77004 OVERFLOW ELEt 77900 (811W. 15789(8 16067(36 NW 160.67(5741 17545 756.45 (SSW), 765.95 (/27.99, 75055 (36 N9SE,NE) 16054(571E ow) 175.95 77324 (72 SW), 15065 (365E) , .74 (r2 NW) 0 744.52 7 3 8 77127/E2138.77 (12 27(TYP 1/) 13674 12.97 12799 /29. 13724 (5719) 22 721.73 719.61(727) 17955 (7.27/E) 22 26 7 0.3 1 N- 217 `1fF76 7 T��l�Z 29(77P 1/) 7 :94 13559 72 74324 02752 73144 (35719) 29A(777 /7) 74922 131.72 (35N19), 13177 (35 SE) 30(TYP 1/) 74451 74151 (OVERFLOWELEV, 13451 (12719) 13031 (8 NE 007), 13195 (3575E) WEVAULT f3 74005 (N ACCESS) 742.63 (MID ACCESS) 74407 (5 ACCESS) 304 95 738.97 738 2L DLE 72719. 739.72 (72715) 37( ' 1/ REMOVE' 31A 4.92.8 (127/5) .375 753. 0 15 0 (72 E) 370(TYPE /1) 15900 1590(727/) 7485 (127X. /STING) 32 75162 14749 (72°7) 33 748.69 14574 (72 °W), 14564 (72 34 75033 74531 027 1Y) , 35 14345 C835 9/M 36 17853 773.74 (127) 37 16958 (1271), 76931 (1272 19926 (727) 371 171.21 16810 (72 7) 38 15997 15737 (,'219), 75727 (72 E) 39 752.59 74939 (127500, 749.14 (72 NW) 40 15267 750.43 (995555019 ELEY), 140.93 (8715 0812 \ 7/ 740.82 (35758SW) 40A 75310 148.50 (727E, 8NE), 141.45 (35 SW), \ 7 \ \ 141.35. (36 NW) 1 \ 41 151. 74868 719) \ � \ 42(17P 1/) 746. 139.85 ( 139.77 (8 S), 138.15 (8719), \ ` \ 738.07 (1571) V T \ 43(TY7 1/) 70926 103.15 (72719), 70300 (7575E) 10297 (15 ) 44 169.71 220.64 16 (5597) 85 (19) \\ 2 45 Ltll; I 46 730.06 L- 1u31 (rz ary R/W 12877 (75 ]E), 72808 (7579' 4574350 _E 741.35 (729) WATER COURSE f 12,41/01 CIA 1f]PT (AlA7LY1 EX 4VMEW7S) EDGE OF £X. ASPHALT I . IXPIRES 3 -15 -00 20' P05175 077079/. PEDESTRIAN EASEMENT PP 9/ LUM /NA /RE PP W/ BASKETBALL HOOP CON, WA PLANTER BO. EX ROCKERY CON, WALK GRAVEL ORBS CB RE 9332 /E 8974 (152 7E 8894(24) .5,00 EX ROCKERY GRA GRAVEL L 4' R/O5o PERFORATED P /PE CON, DRIVE GRAVEL OR/ GRAVEL DRIVE EX CONC WALL EX GUY POLE RE16792- E 16507(12`5f E 16487(72"44 1 PLUGGED TO EAST GA SOUTHGATE PARK EDGE OF EX. A9'HALT B /OF/L 77a 770N SWALE SEED IX .4' waif zAU97Y .s cavevAnav \ LB\ \ SESIZACE RUNE \ \ • REP FESCIE REIM. A0025725 ALVA 11E/008 ANOAC ALE2922AW PRAWNS .347 SO EDGE OF LX ASPHALT SPEC /17CA77ONS NOTE EX. OAS LOCATED ON WEST EDGE OF PAYE- ',WENT I L J �5 92 80 CATCH BASIN INLETS _HALL VANED GRASS' IWTH THRU - CURB FRAME FOR VfROCAL caRBS (59(19117 COUNT YDAI6 NO 2 - 01E 597 5 - 15) OR RLYLED CURB FRAME AND G4A7E (8E KHNG COUNT YDNS NO 2 -029 SHT 5 - 18), AS APPRO.I. CURB FRAME AND GAVE (SEE KONG COUNT 09 ' NO 2 - 029 545 5 -182 AS APPROPRIATE E \ \ /5- S9 \\ • •p \\ \ \\ ` \` \ \\\ / • \ • MATCH UNE \\ V mGE OF EX. ASPHALT (ABANDONED) 80 APPLY DAS NIQLYES O NAM NERAM PlAH1S SAW ASEKCL AGO (3,2 PUS ACM= 490916 04IigWX.49% MEWS SAV ROSH (ELEL /Ae5 PAIZSA802 30 SSW MARE( aWAPTiu 0 4 0718945' AS RWIARES 29 7/E COY AWVA97E PLANS STAN AS CAME (7)1 1.471 7:10,1 RrEID CANARY APA53' t AWSZWIACE0 AAD ANY (27/14C1V.sAlA"A+9'y EDGE OF EX_ ASPHALT ALL AMC SHALL LE 0✓ CONF04 /975 1174 WS DOT (APWA) STANDARD PLANS AND S ,EL7f7CA77GVS FOR ROAD, 9%OGE AND MLNY/PPAL GGWS1RUCRON AND GY7Y OF TUMIRA ST0E4( DRAINAGE STANDARDS CATCH BASINS SHALL BE TYPE 1 LIMES, 07754717 -ir NO7E0 TYPE 0 CATCH BASINS SHALL BE 54- 6/511.044. ALL TYPE O CATZN BASINS SHALL HAY- LADaRTS AND SAFETY STEPS ORA/NAOE PIPE SHALL BEPOLY271/YLOVE 54(0074 WALL 471.797 (5 - -12 BY ADS OR EQUAL) LIMES, OTI ERWISE NO1E 2 PVC PIPE SHAH BE ASTM D -3034. 507 35 //1994ALL SP ALUMNI/ 16 GA4/67 UNLESS OTHERJR.SE NOIEO. 521521 .£21571 t 12500 ( ° SO-+ kJ II O. Q (\ y CI r l 124400 12 1 1 723,1 I -00 17 r .. A1/4i 1 0 NORTH GRAPHIC SCALE 20 40 80 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN pp DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EvERER PHONE 334,0. 10'ROWE S£!F ESMT 5' UML/TY EASEMENT A/7 10 01217 RACT ":" 15'AB'YAIEDDWIA' AAO SF7W EAIT NOTE AS-BOLT /NFORMA770N /S AS OF 930/99. MANHOLE L/DS /N RAkFMENT ARE /N ATP. RIM E VAAONS MAY CHANCE AFTER F/NAL LAYER OF ASPHALT PAt/FMENT HAS BEEN APPL /ED. i S M/5 i' M/4\ 8 - 0#117 =r S VyO d b o Cluj; 27 e` 0/117j 1#47.9 7 #7a5 ' t { TRACT "A" EDGE OF EX ASPHALT (ABANDONED) MAZER L7X/RSF 1 2 9.55% 2 EX 1271% 3 4 651% 4 5 1.94X 5 6 1.73% 6 7 2.67% 7 11 .1030% 79 1035% 19 9 8.84% 9 10 5.35% 10 11 11.98% 71 12 1495% 12 13 866% 73 14 5.29% 74 15 724% 15 18 15.20% 16 17 545% 17 15 224% 18 EX 1446% 20 19 1513% CO (LOT 32) 20 122% P /PE DATA MH NO j /111/ NO SLOPE MH NO RIM ELEV INIERT ELEV EX SAN MH f70 -31 137n,S7REET::: /E 134.1 (8' /N) /E 7338(8 ° OUT) EX SAN MH #10-32 RE 749.86 /E 74211 (8' 1 1 IF 14445 (8' 5) /E 747.35 (8' E) MA ZER COURSE r — MA TER COURSE I \ EDGE OF EX ASPHAL MANHOLE DATA 1 17692 17169 2 16599 15977 15935 3 1" 18141 4 8330 77304 17287 5 179.09 17129 1.7119 6 17758 16963 76953 7 17479 16696 166.72 8 789.93 181.20 9 17!Z A9 17042 170_73 70 17227 16372 16342 17 16867 759.22 (FROM MH 7) 75922 (FROM MH 10) 15872 (OUT) 12 75793 14790 14745 13 75545 14295 14265 14 144.68 13548 13518 15 13660 731.90 (FROM MH 14) 131.77 (FROM .118 17) 13141 (OUT) 16 75338 74673 17 1-O. 13547 15532 18 12090 111.50 11095 19 18609 17563 (FROM MH 20) 17554 (FR01 MH 8) 17574 (OUT) 20 20618 19758 EXPIRES 3 -15 - 00 SOUTHGATE PARK XEYSTOYE MALL EX SAN MH x-30 RE 1877 1E 1815 EX SAN 4(8 /9 -37 R£ 2084 1E2022(6'8 SA- r) EDGE ['7X ASPHALT SPEC /f7CA71ONS ALL war swALL BE M COARMK4NCE MN/ NS DOT (AMR) STAMAR0 FLANS AAn 5PECR7C NCAS I ? MALI BRMGC AM ANAL CL' t3'7RYA;1 1 CITY a - 7 IM PlIEE/C MASS MIER QM51RUCIION AM LE'r£LGINEVT STAMM/MS AM VAL ME SEWER 1457115CT STA 24/17 5 lRM/S NANNLIE'S .91ALL BE 48 -91011 LrA(E715t TYPE 1 111771 EL'4'l' WMC Ca4LS >fE M4121 L1V /A�7QVT Cr 7IE.9LSE 4 ANGIE NM CCM" SNAIL BE 24 /ARMS /Ammo #P.AALF ARd7 COME BASE 5EC1XW SHALL CONTAM A Pi '1 gAB VA1ED CONCRETE LY/ANNEZ VMS? GYASS SIMPLM7ED 114571C LIVE? BY G1/ LAS L717 OR EOL/AL ALL MMANCEES SHALL BE 15/AAM&ZED 70 WE CRROMN OF 77E SEMERS 7NE /MERT L1°' 7fE LY/71ET 5E71E4 MALL BE A WARM' OF al FITT BELO$' 7fiE /NCOAANG MIDPT 12E107701a ALL A/AMICYEB Mall HAW LAD ASPS AM SAFETY STEPS MIND? APE 51/ALL E Pif ASIA/ D -38311 ,Sm. i z EX SAN MH f9 -32 RE 2371 /E 230.1 EX SAN MH #10-12 RE 10846 /E 10090 (8' /N S) IX RO WERY /E. 100.24 (8' 01/7 N) EX COYG MA/-1 NOTE SEE . Y1Y C -15 d C-16 7q:w PROFILES '1�l) I -Ile7 50971/ GRAPHIC SCALE = 0 20 40 80 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE (fRYSTA7XWI AVSTALL AEWPPVSTA770H (2EESIWC -74 GaVCRSESLGa'W 1 - 2'ALOA0FPAMID AO /!75 LETAL 13 •a. WAHD7 CCX/RSE Zali Acvl TRACT AN PROL -DP WAJEP COL/PSE s177N S EDGE OF EX ASPHALT STANDARD NOTES 7. AP/WOWED LGCA77a1S Lam E4S1IW U71/77 S HAW MS/ O4TAP6D FRaV AMIABLE RECOAV5' AAO ARE SWISH Far CONEVIETVE ThE CaHlRAC)Z1P .9YACL BE' ReS7R'IwzgLE FZiY >ER 7C4770N OF LLLARON S7AOmv AND FOR LVSCOEMY OF POSSIBLE AALN7MIAC IJ77J1ES NOT WORN SO AS 70 AlOS OAAUGE A4 LESDPBANCE 771E CON7RAC77P SHALL CONTACT 77E L/71/RES anwiwcaotre WCARON CDV7E77 (1 -W0- 424 -5553) PRO? 70 L7.IKSAYLC717A: 111 OMAER OR HLs REPRESDVTA77W &YAL BE lxNTAC7ED F A 071J7Y COAF CT EC57S 2 CONIRAC7OP SHALL NO7FY425771CT ETVINEER A AM NON OP 48 MOWS IN AOVAACE a' ALL AFOLE57S Fa? 'SMARM 11 La?4YSE CONTRACTOR /S M37 a171 E ID? CaW1RCY AT 17/E ac STANDS • CON1RACTOR 57/AL FON E571.95YW WARMS FOR APPROVAL MEW /WOWED BY 7/ 11 S°EOFICCA771G15' AAD Fa? VAR/ARCN /RUT/ RAE ERGi11EERS LESCH S CON7RAC712P S7/AL AVSTAL EL1/1PNENT AV AGLOPDA . E ND/ A/AMA�ACTIADD 5 RECONMEDVA77014 MD 025 SPECRKARONS AAO QTY OF 17/18LA STAAVAWS • CONTRACTOR SHALL FORAOSY AL MAWER/ALS z ALL IM17E/PA/A/W ME 'AL BE DUC7ILE APLW LYASS 5$ PLgH -LW . L7WT QP /ECHANf 4L ADHC CEMENT- -LAME (ANS A21.4,4 EVER/OR COAIID WTh' LMAL TAR VAMIS'L AKSTALA17aV 70 BE 4Y AGl'ORDAM '( mit/ MAC FACTLWERS RECOME71OA17ONS ALL 17771 ASS SHALL BE CAST A4ON AND SHALL C WFOPA/ 70 APPLICABLE PO RIKWS OF AM9' STAAWAR17 A21.14 A21.11; B1.02 8114 AND A21.S$ MR A ENVERW PRESSURE RAMS' OF 150 P9 AAD M[1 BE CCIA NT R E AL G47F VAL 1ES 7V BE AR.ELLER. AL HYDRANTS 70 BE ARiI UDE 9. CL/T -AS ANO'LaE TAPS 70 BE WADE BY CCW7RACTOP. MID /725 SOPEf'IVi 7D DSH7 E> EER AAD 47Y Gig 77.4YNLA 1415PEC'7OR M($T BE AIOIF7ID 48 AVMS AV ADVAAGE: 1a CAST / ON AECHANICEL 'DWT SrEFI£ COWLINGS REQUAE2 11. TAPPW SZEE7ES SHALL BE A/GEZLER CAST /RCN, .af EPDXY CaE7ED 57127, aP ROVAC SST 7M7M STILLEST 57792 FINIA E 12 cON7RAC7AP LS RES7°a16Z?C£ Fa? EMFYIX ALL ZWRNC PPE 77PES A.W S E Fay coa‘mag CaN1£C7 cur -ANS: AND LAE TAPS /x 3 1/2 FOOT //ANNUM OOW1 O14R AL MS47DPA/AW PMES 74 DE fZO°ER 717 PAY Fa? STATE; 091W1Y AND CIlY AVS°EC7AAY FEES iS ALL AL7E? 147z$ 7D BE CLg4D/NWED W77/ N47E7? OLS'7RA:T0725 SWODIVTDIZIEWT. 1.0 ALL 50377/ 4 F»RE HYDRANTS AND NAAVS 70 BE OPMA770NAL APa? 70 COMEAVOISVT or CO16'7RGL"770N.. 17. AV LHANEY'S ARE 70 BE NAPE M17HOLIT MIP/77E7V APPROVAL BY 771" MD /125 SZ ISFIW7DID- ENT OP 1357R/CT ENGWES? AAD THE CITY a< 77/10/LA PUBLIC NODS DM EDP. 40 ASV? TO MD /725 CO1a'7XAS AAD STAAVA00.0 AND 70 1AE QTY OF 17171CA STAALLUSO SPEOFTCAll4KS FOW ALL RE7/AWAW ND1ES AAO DETALS 19. PROS 3/4' SERVCE LM E AAD TAP LYANN£C77CAS FOR EACH EGSMO WARN AEIER 20 MANIA/ ALLOWABLE OPEN 7RE VCI1 SHALL BE dO FEET. 21 SMOK PILES SHALL EL, MEWED WOW ALL PERWS OF PREC P /TA77O 22 EAMMED PROCTOR COWACT7aN AND NOSE RE mama TEST RETLIPED NW caws Cr MST REP R7S S1M1777ED 7V NE ALS1RICT MC/ EDE ALL CalePAC77DV LA657P PAIED A.4 7RAFFA • AREAS SHALL BE .9.2T A/AA7AR41 DE7/517Y AA D PROCTOR PER ASh710-155Z AL OTHER AREAS 7V BE SOX 7//A ?M N/ DENSITY AA'X41177 PROCTOR 23 ALL VAL lES RRE HYDRANTS AAO SEADI E'S )D NE AE7DP S1 P 70 Br EVCLI ED AS PART CELL PRESSURE AND PURITY 7E37S NO EXCEPTIONS 2 7RAPP7C COMM ' SHALL BE IN ACCORDANCE MT7/ CITY OF R A'MLA REOW/3 E/VTS 25 ALL PPE AND APPGIYTDVM1 5 7D BE 7E57ED 70 M 1MW fO FEET Or ANY la /away FaN7S GWLESS OD/ER/NSE APPRO1fV BY E7VC/12X 26: N RETE RAP6LST BLO XFIWI SHALL BE PROWS) AT ALL BEADS 7EZ MEWS OR OTHER APPUR1 7?ANCES MERE AV?ERNAL FZ74LLS RECIA4E AE swarm SHALL BE AV ACCORDANCE 11771 N7/125 STANDARDS 27. THE 1F377NC AND D/S7NFEC770W OF 7HE WATER SYSTEV SHALL BE MAAESZSED BY MD f/25 1- AIP/YAGLLIII RECEF AS97B!YMD/129DE7EL 12 Li ar. - 225'B71D(A/z Ga1L7E7F ROODS CONCRETE OR/ ^ CONCRET WALL \CONCRETE" WALK CONCRE7E STEPS CONCRETE OR/ PE RBENEEX Bw G.WECTEXWMM/ /M916'M 1- Arx6'7EE(AVx - 6'CAr WIN" elx10 1- IDORANTASgAHY WREN) GaN717EB'A7a1C NORTH GRAPH /C SCALE 0 20 40 B0 I " 40" 1 to a 1 -6"x )2 (fvx 44 011 x148 05V0E''7EDQ�Y N AI/ e 1 . 1 - 8; PSLS'B'AD (11/x111 CORNET 1100810 PLANNED RESIDENTIAL DEVELOPMENT :: FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY 1- B'r8'EE(1iuxR.1 7 - a ME (1Z r 1- dG1E MLL1E(fKxAAQ Ga arrEBLCaw 7 ' f -6; 4'IVO(tar CalVEZEBLOCPSO , MO 1 EXPIRES 3 - 75 - 00 f -F r RE (vrig; 1 - B' OAF MLu 1 - HKNAI?ASY(YL6` CMCR7EBGLI7N; 96152.00 C -13 Iimii uluaihIit Side Elevation m NI Rear Elevation Side Elevation SITE SPECIFIC FOR LOT 35 Garage 18'5"x25'10" cormexr UNPLEUSHED WORK KAPPLER AeaocurEs ARCHREcrs DUJARDIN PLAN #1843A FOSTERVIEW ESTATES ODI Storage D • 32 -O Deck Lower Floor Plan Main Floor Plan I understand that the = an Check cvais are subject foerro nd cn:s Cry:;_ of plans does not aa;ho ze : - any adopted code or ordinarr cf ,,,- tractors copy of ap --ove- I:I_. s _o :�navvIe rged. V By 4. Dat> / Perrni+No D®I' - SQUARE FOOTAGE DRAWING INDEX MAIN FLOOR 835 SF UPPER FLOOR 854 SF BASEMENT 162 SF TOTAL 1849 SF GARAGE 637 SF DECK I PATIO 192 SF SQLLARc FOOT IS T A k-D TO Th OUTSIDE FAO, WALL.. STARS COUNTED ONCE- IN CALCU =IONS ; E O TO BELOW SPACES AND GARAGES Ar` NOT INCLUDSD IN CALCULATIONS. 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 LATERAL DETAILS S3. LATERAL WALL SCHEDULE EVISIO t'iO y I1,.1,iI1. 111 -I r. IU'i II i' .1'Ir.IdI 1'. 9 P.'1 V num 001 -162 Upper Floor Plan CITY OF TU PERMIT CENTER 14_ E. en M o 0 Q a ° w� g > 11 04 S w H X U ^ e en n f74 4t4 Oer 1- Ui-,4a w z ° r 44 W a o F • [ 0 c g JOB NO. 9908325 COVER SHEET SHEET L Division i GENERA_ ..11.MENIS 01000 GENERAL '. This rsve.th t has been prepared in a generic t. fpm following the standards set bu the Construction Stndar. Institute /C51/ It Is for the convenience of tie Contractor /Culler. This outline is ieerded to work with a material selection list role.. the (CSU format riot all horns are necessarily required to complete this specific protect Coordinate with Coreacior.ther far mrplee listing of specifications. Within ids coversieet it will state toord.. with matalas finish selection schedule: 2. These drawings are copyigrted. K4FPLER ARCHIrCTS P5. retake. all rigMS, owreship and copyright of this design under the federal copyright act. Reproductions. nwstrations or working drawings in any f am is b, authorization of KAm, ., ARvlll iECTS PS. only. 3- A.thalzed repro...iors must bear ..me of KAPPLER ATs.FIfECTS PS 4. Corstrw_tioNworrimg drawings by their very nature are diagrammatic and do not purport. dee all dEans or conditions Of consinalds- G mestiors generally arise to the archit.tral /design intent, and to conntrkction technical deter Virg wit. these aamirgs. As canfiailoD, intepretatens, and revisions are all part of the construction process. KAPP., ARD-I f5CTS PS-.refore sell net be liable for any direct, indirect, or cararouer. demo,. as a result of not participating in the construction process. 5. Do not vary or modify tin_ work shown, except with alt. instruction from KAPPLR AE'GHI =;'.TS. Report discrepancies, and omissions ...PALER ARCHTECTS PS. trans.tely b. Due •o tie nature of construction and the building process there will be bidder design, and Contractor/0.r selection of the baldkg podet, camporeht, and - ssesioltes. this set of moth. drawings Is considered a balder sot' and doer not ech,de sp.IFcatios or building materials list Therefore It Is the Contractor/Owner resporeibiltty. provide and coordinate sp.M.tions, including product selection and Iretalatlon or assembly KAPPLER ARCHITECTS P.S. assumes no !ability or responsibility For dbcrepare. or 1. With °car trough Contractor/Omer specmed materials and tire, respe_'ive 0stalaUor. KAPFLEER ARCHITECTS P.S. assumes no Iiadiity or r esponsibility fd anon aen dYdm may be rdlLa out or referred to by manufacturer as brand Tame. Items called out are dace w for convenience only. 1. Do not scale these drawings For critical daeslons. Verily all cl.nstons and data's before mmnencing mark and be responsible for their acaracy and report discrepancies omissions to tie architect immediate!} 8. lie Contractor/Owner is responsible for coordinating work with that of all trades to acme proper and adequate Agate of all trade works. Ire contras sell be resporable for all required safety preautl . and procedures required to do tier mak 3 Except as spectrally defined o.rwise, interpretation far all definitions, abbreviation, and supplemental definition sell roles accepted refeeced standards. All took whirrs NI5 contract sell repaewt that Of Industry standards for the rapeteve trades to tie location M Which to projec' Is built 01002 MISCELLANEOUS ASSEMBLY REO 1.1154TS L Provide crawl space access, mite. I8' x 24' mnobstre. access ore U63 2373. Insulate and weather-strip per energy requirenerlts. Allow B' minimun spate u..,er joie. and E' minimum space under food gird.. 2 Provide attic access, minimum 22' x 30' with 30' minimum at urobstruc.d readily accessible opening ore UBL. section 5051 Insulate and ueate -strip ors sap; requirement 3. Ravi. ventilation per LIDO as follows: A) Crawl space verntntiation= minimum net area shall be not L s tan 151. per 50 v. under floor area. Openirhgs shall be placed as close to the corners as practical ae sell provide cross ventilation on at least two approximate, opposite &des per section 23115 B) Attic ventilations minimum net area shall be not less tan 1 sf. ore 50 0. of attic area or 1 sr. per 300 sf. or attic area If Irz is M the soffit and 132 is at kart 3' above the plate line per U.B.C. section 5.3 and elegy requirements. Slope all decks, walks, driveways, and patios away from building. Misamm V4' pa foe_ 5. Garage/House occupancy separation: A) Occupan, separation nom garage to house shag be of Fire resistive construction, and be on the garage side, and extend from mud -sill to red; shea•Jing. Tre ceiling Joists, walk, posts and beams supporting structure above droll be covered kith 52' type 'x' GJ'B when a living area Is above the garage Use 2 layers of type ...15 at trusses and TJI's per UBL. 302.4 and table l -B. B) Door between garage and house sal1 be tight flttkg self - dosing solid mood door 13/8 thick per UBL. section 302,4(3). 6. Starr assembly: ..) Headroom V," minimum, width 3'-0' mined ore UBL. sect. 1006.5. 3) At private stairs tread 9' minimum, riser S maxi.. All other stairs tread I' mill' - s l' maxim. per UBL 01063. .) Tec op handrail shall be 34' minima and ...fee above the sthir se.lon and not less lion I I/1' or ripe than 3 12' from to wall and with retars at °ached end ors UBL. section 1006.3 D) .tall fire blocking at top and bottom of strings span and wail along stringer per= s.t.ien 10871 _) Cover usable sp or.e: stair with 5/. type k' Cd , use 2 layers at ceiling .a. All join. shall be taped and sealed.• Provide (2) layers of 5/. type 'X' C.5. r�IIMg are ceder stairs- - L sundry t Dtmbmalt Shahs - prwiae 5/8' type 'z' GitEi or 26 gage door with lock Joke on - oil openings to skit surfaces Nall be ski chosko solid care door 12B'. a Firestoppi, - as per UBL. lk. 3 Structural design crier. These notes are provided for ccmauewce only and do rot Mplu that compile structural analysis has beam done on this struck . A) Truss L oding: Load Tap chord live load: 23 psi Top chord dead load. 12 psi DO psi, if tile) Bottom chord live load: 0 psi TOTAL LOAD 41 psi B) Roof live load: 25 psi W Floor live load: 40 psi D) Stair and corridor live load: 100 psi Mec.riai units: weights provided by maruiactae - r) Wind: 30 mph exposure 'B', Re. assumed s/ Eaddthk_ Zone 3 ..) Allo.able soil pressure Unless a soils report by a qualified engir Is provided, all footings and ...ions shall be on assumed 2000 psi bea _ unless oth ware noted on drawing. Equivalent fluid pressure. psi, O. Refabre:ed Fireplaces and Soul Fuel Bum. Appliances: A) Solid Fuel binning applia include airtight scores fireplace staves, room heats /firepl stoves, factory built firep.oes, and firepla ce ksate, and ail shall comply with the provisions of Section 304J -3046. UM, B) Meal Chen. Nall be enclosed above the stay in which the appliance saved Is located, M walls .virg ore her fire ralstance rating, and with a space on ail side be d. dins and enclosing walls surr al. For ....ten and repair for enure charneu. L'als dull be without openings per UML. SI4J -84. U Frovida f0estopphra at d4rrey ore UBL. 6.. 10821 D) Install meal fireplace with hearth and surrouds per manufactures spe:ificattps. E) Pef3briated nreoaces, el.., and related componer.S io bear UL or 050 seal of approval and be installed per manure requremens The hearth shell extend at last 16' in front of and Si to each side on the fireplace opening Wen the opening Is smaller than 6 sf. If the opening is 6 sit or large, the hearth shall era, 30' in iron', and 12' to each side, ore U.B.C. 310211. IL Masorry Fireplaces: A) Masa, fireplaces shall be designed and co5atucted to comply with LIB,. se.. 3102,1. 3/ Chimney term.tlon: chimney must extend a minimum of 2' -0' above anti point of the to have building within I0' -0' of t. cFwnney. ChM1rcej have reinforced sand -cs err - mortar cap, sloped to .41 oats, oats, or mason stone or c.c.. rap with sari reran pargeg io shed water. Paging tp be min 3/4' thick thee nasary, stone or cdmee a ;s used Vim, Is .. reinforced with 92) 2 bars as bond beans as shown Pro,. VT rash sores spark arres.r at flue tensestion type. C) Chbnej D) rlasFmng flash and cpnteflash with min 26 ga, galvanized shst metal or equivalent type. E) kichorage - Anchorage shall be provided at all ce 39 and floors more than 6' -0' above grade except wit=ty constructed entirely within the e'ner or walls or the building, anchorage to be Of 3/16' x 1' steel straps art at least E' into the Oen, w to an 180 degree bend with a 6' extension around the vertical renrdckg bars on the outerf ace of the chimney, each strap is to be seared to to structural fr., .. 333d3 build09 with DJ 1/1' bolts per strap there joists are parallel to the thin., straps are to be anchored to 2x4 crossttcs co nectk9 at least 4 Joists and secured with rails each joiype 3. Fire 33 33 st a Ora Ft Stops - as per UBL, 103. 01003 yl GVS T fs£Ci)I Nr5 (tort 5, Ceara.. Pr.. 1• c.drarce t�smesh . dsomy firepla. or afar° and combustible framing then on e...N n en wall finish b gab). Provide 2' clsurance b3mah e masonry fireplace or chimney my from combustible framing win e.rely eitie je bold Nrucee. C0dwstble sate .1 dull be min 6' clear from fireplace opening- No such tetanal wMM En. the opening sell project more ten 1B' for eat P u cearee from tie opening ,wide mineral wood flrestopplrg at all separates belmean -.-.•n3inon and weodframlg. Wall header to be rein 21 above firep'ace open. for r .ace bulk flush with the mall increase header height b fd evey 4' of maser, projection into the rock G) Smoke Chad. - Smote dd.. to be constructed of clay products, with rt. n pun lows: thi.ess as fol hse..11 - b', side malt - 8' Rom mall - 8•. H) Deeper - Damps -a be tight fktkg. operabe with a ready accessible manual or an approved are.. mntr fk Ddnpc fully opened shall have fret re, a ed. to or great then the rte ,ir 1 dd. (te sir 1 Inoonrutbk 11rl+-^.I tyoiaL Hearth and Extension - Heath to e. bre store, emcee, or olhs approved non -c . betble materials, or re- Inroroed to tarty Its m resin: and an Imposed loads. Hearth plat eked faycrd re . as follows: Opening 0 it to 523 sq. ii I6' in hod B' Sa3 sad_ Opening 6 sq. R or large. 20' n front, E eadn side Core... and extensions. be reinforced with d bars • b• oL each may. Re stone or pre -rant ante- hearth and 5 to be ...tad by 3k . 0/16 . an. . s 24' oc Reside anchorage io floor Framing as noted above_ grade Dearth to be deinguiseble from adjacent floor. rdtLa1 KJ Re. Combustion - Air provides an pt ice sot. for combust.. ale. 6 sq. min der sue, with operable damper, ra. to be locat J inside the firebox M the Fran portion FS thin.. L F elation malk min 8' the. 2. Footing . ie ma. II' thick and exted 6• beuac f ; err calls, re -in IBM 3 4 bars at 6' oe each way and bead. on ilea urdtttubaole wit 3. Splice feed, bars to vsti.1 chimney re- efornent ore chap.. q ad 31. 1153 01060 .atATORY W-CLU c515135 L All ca eructIon shell cudpm to the 581 Ihlferm B 3333 C ,115C.) ,115C.) and be e ance accord te all Sta Lams and Raguatlpm and vat. codes Id.. by ursdialoral requasmen+ and Local author3es 2- A:anx.peLSOp tat are mandatory de to Juradiaiorel requlr5nerts. 0500 • _ -. r�'E- ::} - m -'i�. -3 C°NiRO, L Poe be Tepoary Facile s - kcbdlg electricity mat, temporary toilet, per dul Tea 2 e rb m P.. Cortsporary Consols - Noldkg erosion sedum and s3F'ace mater control et ore s rapmt.rkg ranslrmCion ore Jurisoakl requirements. END DIVISION I Division 2 Blit WORK mem EART +iTrR Part 3 -Eke.. ragh grading: 4 beam tlrrdt e$ad39 Was otherwise specified_ 2. rash diet grad La . 02900. 3. sion3 b b39 k Landscaping g, and corpa for swathes as -v receded. - a_iOn, bac03k... and cokpacti333 g for pavement as _- . Hauikg and disposal..aveed material as needed �- 6. bportMO OF matsal. needed. 1 Rt. removal as rte' 0200 PANIC MD SIWAC.G.. Part 2 - Prod. UMk road and pa., paving: A Aspek 2', doss B, over 3 crushed rock or 2• ATB 5. Crushed rock SB' ens. C, C ore DiesFon.3r. ithth arch ma: Cocrdaase Ate, ...Is finish relation schedule. 2.... Eaves: I Como.. 5Fh materials fins. selection sdseduk 3. Favene5 t marktr9: L Coed.t5 wth matals hash selection cede 02109 .111.-. AND DRAINAGE Part 2 -Prodc- 1 Sbdratrage systems: A Foundation ...ace 4 ADS..fora+. gore non- rigid. 2. s serge s A .ter .has., grates, and frame: L Coordinate mtth nets. fin. se.tion schedule B. Culverts: L Coord5a •with materials Fir. selection schedule_ C Rain pipe 4' ADS non- perforated tight IMe 3. Sam n sewage stmts.: A Sewage mlkCan hires 8' PVC Wess art Iron Is rot. 5sptic system Per eawm95 of bidder daigrer. L Sethfringe syst. A Slope to drain and erroud in x71 355533 ratlal ore deals. 02500 S1 = Itfr"R?YEME•iS err. 2 - Rodot irrigaum sietem: Biddy design L Coo rd "eats w;Rh materials febh ash lion schedule. :. Feces and gas - L L with ratios finish reL. +ion schedule. 92 LANDf "PdNG 5LD D1N510N 2 D v,.3 0301 b2( Fah ' - Er -.Rion Ford. and Va., for structural art -e pa. concrete sahll be by subcontractor and the requlr.... areings and rode, atendar.. 2. All Faux. shall be placed M suds a merrier as d allow cast-in place conmee to be Placed on solid s:6state and. •e allow etmokral support In.eers ip sit below the frost line. 23299 CAY.f€T' (�INFOI�IIG Part - - Product RSMforci, steel: Deformed bar sizes and bathos per pans and dams. Gabe 49, P� 2.... sere fabric at locations pen plans and details: 6x6, W14.4WJF. ,rt 3 - Execution T. A mink. by for all bars shall be 1 or 30 Blame a s, eMdeve Is Larger. Rwlde oars ra rands i reinforce...7M. coverage per details and LOC Ch•eete. 8. Part 2 -Rodxt Exp 'ion VPOx 10' Was glhewise rnted or. drawings. Expansion amd hall on Jolrrs. la' asphalt 33359 ated Felt as ideated per .awkgs ad details 3 w5Ners 23193/6' sq. steel plate wasters, I. a A de bolt at 6' -0' max 0 , IT From corner and Joins, sax embe.ent min. 11 2 bolts ors piece o wood 03.12 CAST -N -PLACE CLNLI Fat 2 -Prod. 5them-al cona03 5 sack mix 33 5 2000 psi at 28 days. 2. Md5tec3ral racete ion deposed aggregate finish (washed), 5 sack mix Fc' = 2000 psi at 28 days, 5th 3/8' rand aggregate, 3 A...es: A All mno0e sell have eater reducing 531xtves except for footings. a Air eteakment shall be 5-8x. Mall convete exposed to weather, Coeing 3 1. Coredba lath se.riab fin. selection schedule. Part 3 - Execution Division MASONRY Part 2 - Product L Tee 5' mortar ohh Integral materproFlrg agent Part 3 - Execution 0450 MAS,NRT ACMSSORE5 Part 2 - Rodct L Are.. and Tier: 3 wide 22 ,sage corrugated steel strip non- corrosive. 2 JS33 rerforcees2 standard ladder ttpe 9 gunge Sire I -1/2 less than mall thickness. Part 3 - Emestbn L Per LEC Chapter 21 04200 UNIT MAS(RRY Part 2 - Pro.. Erickmascrre A Extar locate. rare., L Coordra. with modals Trish selection ednduls. B. Interior bratarm: ramesee L Coordinate with ma... flash selection schedule G Pave3/pamer3 mase.503 L Coordinate with materials flkh selection sded Z 33550535 5555590553335335333055353335593553355533333515535333 rawings, A Special wt. L 3erdiat5 ithm materials Frts;..GLIM schedule. 3. Glass 3 y ads, (grass blodJ 55333 a L Coordinate with mate . flash sel +km sdedle. 3 knead locations, rame/mre L Cooed.. with materials rash ...ion sc.... PM 3 Execution A Erick vary shau be sue, pori�d on Footle fo5Matich or Other non- cwlbustbl5 eppprs. k shall have 5' Tet backing and ties at I per each 2 el. of veneer, Provide I mirth. air spare b0a°en veea, and bac.N, and approved flashing at base of veeer, and 3B• ram. eeepholea a 32• o. at the base of vets emending from the air space to rte ext'rr. u shell upport no load offer than ins own weight and the venial dead lea Pr of vane above Fs L8C Chapter 21 2. Cpce MM.", rat (0112 Canrrete masonry . oaths slut be cans.... co.. to ASTM C90. It dui be laid two, reinforces', and anchored . d on Lea., 04g30 STS Part 2 - Product L As s9= on 5airgs. A Eeetor bations, 555533fg: L Catrdrate with mate ale hash ...Ion sc.. . 3 .e'er lo.ttort ere/nfg L Coordinate eth matcak Irish seectlon sdedL Park Exec.. L Stun t/ . A So 5-iok Yen.. END DMSION DINSLrN 5 McfA1S 0517, VET. FAS7541/4. Pet 2 - Roe.. L 55 .. Use sizes ad shapes ors 33553 a as needed for et .ended apposes. 05502 SAL FA513CAllON Part 2 -Prod. L Han.. and a anal. R3v;de M s+a x55 Lmatio s as sown per dwg. END DIVISION 5 WOOD AND PLAS17C5 06100 Rcia4 CAm. TRY Part 2 - Pro... L Pam. Ltd. framing k shall be arced in 555315 once with to..LB, standard gra., rare f o r mat c o a s t 4¢ber no- K,. t edition. All KIM dried mini. 134. A Jost a d rafters: Dx6 t d larger) Fe:t -FE. 2 a bit. Bean and stand,. (bx and lager/ Dar., 4 cr beis. C Post and tebeet Doe-Pr D - St:ck, pates, and maw. light framing ism- R7Deug'I star. 55 E TS, and revokes: Per ...adua- F. C-kue.nira.ci tabs: 5.k Spam 233 V4 DRIBLIN CorOmoss or cat.. 2. VB rs. RF G All other Lot r: a;eaFr stardad or belt. H. Plyzooderiented Strad board (056). APA 33500. I. Wall sheath, see 'TTPICIL WILDIG MATERIALS list on the dugs. J. Peer sheath,: see TP3GAL 511ILD505 MATERIALS LIST. the chug. K OJe: As noted on drawn.. 2. Particle Board: APA graded A IYdeaysent 2. Snot vinyl: V4' (LION) see division 3. Cabinet surfaces 3/4' MOW 3. Trusses: A Prea3iate=- corrector pate.. roof trusses de11 be designed and stamped by the 5ruvzaur5 in accordance 51th the • design specification for metal plate corrected wood trusses'. Design 3algs and dea1k'o be available upon request_ B See • Roam Framing Notes on.aw.s. C. Roof design. Layout, loading, and bra., shall be by marefacttrer. D. Fled alterations of truss mat be dalgred raj maruacturer. 4. Fasteeea are absslvee Ail ed. Nall be cameo mks of sizes for intended purpose Per LOC table 23- 11 -5 -14. h timber Joist to flush Adders and beams with Simpson 17 by gss series or equal eietal't3 suit intended purpose Simpson hardware at other loauons as de.. per 555Mgs. Bolt heads, nut, and tut mashers per Division 5. • 5. Post to mat footings cereal. Provide pressure treated post and 355(315 tion tO footing ore UBC. Part 3 - Execution L The follow. • x11 apply hnlew 50Nm 53 drawings. All wood framing 4595115 shall be constr.., to to m.un standards e the I All framng dull conform to rte require.... of Cpt 23 of the IEC 59 Toile, .11 13 table to ble 23-1-0 of tie uec. Height and spa.. of stu shall conform to table 23 -I -R -3 0( to U5C: 06200 FINISH CARPENTRY Part 2 - ROdyct Cabinets: A Coordate with materials finish selection sc... 7. 1 Cor end casing 0. Coordinate whir materials FinIdT selection schedule. 3. Paneling: A Coordinate with materials finish sleetlon schedule. .4. Stair and handrail by: Coordinate meth materials fir. selection . sc.. . B. See division 01002.6 mist. assembly re.fremtwr 5. Baoke.dxs and built-in eheNa: Coord6ate with materials Push seledion sand. 6, Plastic Lamed. and solid surface material, A. Coordedle with materials froth ode... schedule END DINSION 6 THERMAL AND MOISTURE PROIECRCN 01150 DAMPROOFNCs Part 2 - Product I. Sprayed -cm asphalt emuls. Part 3 - Execution I. One (11 mat per 1150 1402.4 Appendix 1813 011W VAPOR AND AIR RETARDER Pan 2 - Product I. Ground cover: 6 mil pegetyleme blade 2. Building wrap: see the TYPICAL BURDINC-MATERIALS" Sat on'he .atwk 9 s. Part 3 - Exesnion I. See DR n, energy requirements, 07200 INfrJLbTItTI Part 2 - Product L Fberglass or mineral:dod bills, bloom mkerat woof, and extruded poked,. A Walls: 1. S .'TYPICAL 5.0DINGTIATEr3AL5' 1st on Mtn dregs. B Cellkg: L See to TPIC 1.53ILDI S MAT=SN5' Irst on the ab C. Flog: L See the TYPICAL 51ILD53 3TAm3AS' 1st on the cies . D. Foundation Perimeter R. Insuaeg foam: A Standard sealant Fenn Pan 3 - Execution I. See division n: energy requirements 01309 ROCFNG MATERIAL Part 2 -Prod. I. Stinyla and roofing tl.. A See the TYPICAL 53133559599=331' 1st on 8n.amizg 2. Methane roofing: A 3 -ply hot mopped. Part 3 - Execution I. Install per manufacturer's recommendation and Chapter 5 of the IBC. 01460 SID.* MATERIAL Part - Product I. 5ldeg: A See the 'TYPICAL 53 )3155 MAMMALS' listen = earth . 2. Trim: A Re the TYPICAL WILDING Ma 1st cm tin.a5acs 2 Soffits: A See . TrprcAL WILDING- MATERIALS' fist on to arrsJrrs- 4. Other: A See ihe',PIC. WILDIG MATERIALS' Liston the draar, Part 3 - Exeation 1. Install per marufactrrer's recommendation are Chaps 5 of to 1180. 01600 PASHINIG AND SHEET MT. Part 2 -Rod. L Gauge galvanized; Refinished. Part 3 - Execution L 190511 per Chaps 14 and 5 of the MC. 07100 ROGER SPECIALTIES Part 2 - Product I. Vans: A Ridge vet: maniactwed by L Coordinate with materials flash selection schdae B. Muth.. vent: manufactured by: L Coordinate with materials flash selection seed._ 2. Cutters: A Continuous alum. perorated: L Style: K profile 2, Color: Match fascia 3. Dow.spous: A. 20 rectangular aluminum precoat..: L Colo: Math Fascia 4 trim 8. Tle to I drain system. 01800 .Y1_161-135 Pan 2 - Products L Skylights to conform with 1EG Section 2403 2. Marufactuer: A Coordinate wkh materials Rnish sefeterCe schedule- 01'300 ....AND CAULKING Part 2 - Products I. Caulr9 A Styrene 3335) 0 caulk. 1513R) L Cola: tn..55`rg END DIVI510N l Division 8 DOORS AND WINDOWS 05200 WOOD DOORS (Lover Level, Min Level. Upper Level) Part 2 - Product I. Panel teed doors: A Coo... with materials Finish selection smiede 2. Flush wood doors: A. Coordinate with matiab finish selectlan sched:ls 3. $tile and rail /store door) A Coordinate .aterials Flesh sethalon Schdile 4, Patio door: A Coordinate with materials Finish selection .sadie. 5, Other: A Coordinate with materials Flap selection sdwufe. 08300 SPECIALTY DOORS Part 2 - Products: 1 9311)15 g lass 4op: A Coordinate with materials finish selection schedule 2. Garage door: (make /style) (sea division 11450) A Coordinate with metals nnish selection sdedk 08600 3100,41, .DOZIS Part 2 Roc,. I. Note Egress '- ' A Every sleeping room shall have at least one operable wmdom with a net clear eperamc of 51 sr. The opening height shall be 24' 500) , wed of 20' 5Mimm, milli a 015543335 height not more the 44' above to fad, per UBL 5. .4 310. B 9s939 ' gaze per U501Chapter 24. C 5ee pans for egress . op0ation 2. Manufactured by A Co.: L Coordinate with modals Finish seletion schedule B. Style: L Coordinate with materials finish selection schedules 001 -162 Part 2 FWRDOIAfe£ ?art2 -Rod is L Type A Cmrd.te with materials finish selection schedule 2. ILeatha Stripping: A Coordna3 with materials finish selection schedule. 3 Thresholds: A Coord.re with materials Mash selection schedule. mew AZ6 Part 2 - Pro. .s L Glass thickness to be &warded by 5155 and 5055 loading per LOC Table Chapter 24. 2, safety glaze per t®C Chapter 24. 3. Mirrors to be sheered 1/4' fl.t plate glass. END DIVI50 N 8 5250 • TP. 1 tlLL' Leo Part 2 -Pro.. L Walla See the TYPICAL 551305G MATERIALS' list on the drawings A FM. L Coordlte with Contraetd/Qmer material elections. 2. Celine Seethe' 5971043 WILDING MATERIALS' list on the drawings. A R. L Coordinate with ...I. !Mash selection schedule, 3. Code required areas: A Trpe 9598 as d. L Sas division 0(0002 02 053 aseabkj requIrenents. B. Wt./door CAB as req'd at met or damp acatans 39=15ec255 Wondebaard or drm at all ...Ions NOM a MTefal corer bead profile L Coordinate mfth materials fish selection seed. Part 3 - Eaecttionr L Apply as requ.. M UBL. Chapter 25 and Table 25G and 250. Nail or screw In place, per 03300 TI F Pan 2- Product L Ceramic, 335999 and marble then: A C o.Vate m(th materials flesh rip atice schedule, Part 3 - Exec.. L Refer to saM'acesths recormedatlan O'F92 MOOD FLOORING Pat2- Products L Typo A Coerce.. math ...Is finish selection see.. 0.5, 3 REFALIENT FLOORING Par - 2 - Products L Type A Coordinate with mateab fnkh sdeten schedule. 096329 CN2,711.z Part 2 - Rode is L Carpet and Pad A Cocrdnae with steak lash sekaaion adealle. 09509 PANT,. Part 2 - Proc.. L Pere. prepared surface per ma xtra..... remvrsdetlons A Coax.. whir materials hash ...ion schedule: Part 2 - 'kL!- COYERAYvS ?a2- Radu2s L Type A Coordinate 5h Cdnra04r/Omer.tial selections. ehD DIVISION 9 DMSan 0 Sr= 3JALTES 19100 LOUVERS AND NEWS Pat2- Products :Archae cloth spear 34z II, on soffit vets a detailai 1 Cont.. 2' perfaxed r.„.0 wnit vat. dearled. 2, Roof . (5. Division OTTOD) 4. P•her vents asroG3 pcpfaa 0320 'FiPVrraT F�L."�rc5 Part 2 - Prodder Locattoratiodebaccesschee A C men mate.. Finish spiders sd Lla Part 3 - Raution See dnvsan 93002.5 for msc azse b. rec.... For ante... 2. See derision IT elegy necJr... 10400 DENTFT.13 DEW. 3t� Cmdiate whir Fkt. sekCiam sc eci. - - - Exsr:itan L 'ratan l Lo.bion per 3siscrictierd ra}t®s• +s 10300 TC,FT AND 5,214 L'c . Fart 2 -Rod). C oil. and bash accessorise A Coon.. ear sae.. rash setatan soh... 0300 'I.- AND CL 5f5DY1TES Pat 2 - Radnor L S 5953!55395 Coverete with materials rd. seedion sr5 dry 2. Cloths Cesete A Goer.. with m aw... slat scieri. 3_ Pa., END DIN' 10 Di.a. u 10101 IFtiENT Part 2 - Prod. L C a. als finish seectran sceie. 3450 R5333NT4L Ef2111 Part 2 -Pro.. .wage doer opal .J. A Coorolhate mar rat.. fin. setss. soh... 2 Irca...d r�xee' (d ora.erl- A Coodina. with als f wMah sel.•on era i9e. 3. Fr.etading A Coordu with materials r'MBh sekaion se+et 9D DLVIS0N DNSron FLENISITIG-5 .00 10000 11.AWISW Part 2 - Body, L U4n1. theatre. A Coordinate with ma..6 bn schedule. RID DIV...¢ Division B SPE. , COTBTStCTION 150 PODS Part 2 - Roduas L Bidder design 1366 HOT iIB Pan 2- Ron..... L 5y A Coordinate 55th raterlals finish selection schedule, 53)DIVISIONB _ Dais. 14 CQ•era. STS11515 1400 OU'�U61iER Part Rod ct A Marufactwarficdei ram.. L Coordinate whir math. finch select...1.e END DMSION I: Division 5 MECHANICAL 6015 GENERAL Part I - General I. Mechanical system. be bidder design. 2. Regulatory r jar men : A Refer to Division 1 General Re330emerts, 3. Contract. work out phmnbkg and 14VAC diagram layout. A Coordinate with other trades, 5400 PLUMING Part 2 - Product L Pipes and Fittings: AWaste N soil: ABS plastic of sixes req'd for the 3teded purpose. L Reside cast Iron 55th rampre5sicn neoprene 350. per locations shad on the dewing, 2. Provide clean -pus at berg B. Vets: ABS C. Gas: Per code verify location of appu ... l Provide an approved earthquake shutar9 valve 2stalled in the building supply line 15s581atety aft rte 955 meter. The valve sail be located outside of de atructwe and be accessible, D. Water Line: L Beaty de I V yde wituha:d solder 2. Above Ga Gade iype4 tl m/soFt K wider 2. Plm.. equipment: A Ho! war heats: (Duals M tandem) L Coordinate with ewers material selection B. Hose bib. frost proof type Mansfield was C Main shut -off valve In garage D. Peiping fixtures 1 Coordinate with ours material ,5150 ice. 3. 199192tlole (bidden design) A Rwlde T correction in main I. in garage by main Nut -oFf valve with separate: slut -off and drain valve 4. Automatic 5pri tiler System (bidder design) Part 3 - Exeoutfon L the Installer to design the system 35 539opriate jerlsdictlaal re... and ...on in a manner consist. with lndatry standards. Refer to general requirements. 5500 HVAC Part 2 - Roder L For.. AN: A Furnace system: L Coordinate with materials finish selection schedule. B. Dud work and Insulation, Coordinate with materials MI. selection sof Jule. C Air tisane: L Coo... with materials finish seket. sdeckile. D. Centrals: L Coordinate with materials fill h selection schdule, E Regist3 with adjustable supply. L Codrdlnae with ..riab flash...tion ad dole. 2. Fans: see dthbion n eegy require... 3, Verrte L f- d.. with materials Tin. selection schedule. 4.5.ust Ducts: A Ten.. aaside bulldhg and esnp 5nh badr.aft dampers per lHC section 5041 Part 3 - Eneation L The ...to desf9 the system to appropriate J0isd0roal requirements' and RM.. a mart. raabteet with 333559 standards Refer to gaeal regwrenets. END DMSIGN G Division K E ECTPoCAL 16000 GEFYcRAL Part I - Gereral L Electrical syst. to be bid. design., 2. Reguatey 335739=3: rla to D.. 1 - Gereral R.,isire enter. 3. C.a.. to provide electrical drag.. layouts, design circuitry: folds lighting pan if provided A Coordinate lath other trade. 16200 PC4� Part 2 -Roe.. L Ware and Bons A volt II 6A (3)1145 L Gam Dap Locations B Lon vo5aga star .d tyre 2. Panes: .Yawn brasker box Lily label d A Capaatst Bidder Design a - Gantry Bhdds Design 3 - Cantu, A Pr =e (U 2 V1 srn5du[e 80 PVC on... commie 51)0 for electrical earce- _v aM /U 5/A' dumr� x 50 ,aivzm_d rod for e1. -trica gloaming. 4. Smoke Detector. A Provide and kw. per UB3 section Non. 5. Fire ale r A Rove. ad MS. per UH3 chap. 31010 and as repired by governing fire twat, Part 3 -E •Urn L Treestaiento design to sue. to appropriate 9 5 9 to3i re.iremen5S and function In a mane coastal meth to kaiatry st +u d. Rater to general requirements and 1131, 16200 CAM21,1041I0515 Pat 2 -Rodnc• L ltralte alarm 555 •city pion: xr `� A Coord76 ats - k fcds-. sel.lom see.. 2. Rue syst. A Co... mites.tereras Fish sdeaken sd 3rL° 3. thercorsurreat( systea: S A Cac _ C d ec ab Fea sskcuon sd AmL j�(/� /g� 4. tereo sysiamA Cow _.Rh �tas� � F! 1 16500 r S LGa.'TIMG ENE.sT .01 051305 BD DIVISION n Part2 -Products L Paves: L Coorda.e with mottos fa•Wr relation sadule. 2 Co., A Ssitchal Coordinate mi. ma.. hash seectton sddul. 3. Dialers: L Gear...a emth.terab Ed. selection schedule. 4. Boxes: L Coen ate kith matak fast selection sdedls Other: L Cmrdla. with rateas fkist section sch... Part 3 - Exedtion L the W.I. 00 design tine system to appropriate jrrisd. al requlreem and rinction a mar. cosfster with the todtstry standards. 5.re to general requirement. RID DMSICNI6 ` +,. .. .. IIIASFIIGTCN STATE ENERGY coo. General Notes, L Electric ware teat.,) shall haveper(550433 s9arate powed425332)03 Nux:orpressl 33 R)0 pad foisted spaces only) - - 2. NACEA label on tank 3. federative.tig ems than or = to)CO 4. Sievers and lavatories shall Y 't (Ices to (less than or = to 25 gem (5 504 82 A Cell. kmyatioc L Baffl to maintain I' air space above emulation 2. Bah1a to ext. above bait vurlatten 3. Bathes to extend E above loose Fitt ...eon B, .11 lmatlatiorw L Face stapled bat. r 2. coon fit unlaced betty Po, vapor rerder or 5. . ta PVA pa t✓a dry p pen rating oft .._ 1. Concealed insulation .3 be pacer A Bl9 shower.. B. edhld pa•.iJon strs/caner 8. Floor trwuatiek A Ore dry op rated vapor barter on tin vain side B Moisture control frede Cat L .Attic and pawl space access pants to be weather-stripped. arcs weather-stripped. 3 Recessed Iigha ➢e Fades m comp,, with setters 50244 10 Se bJ ky all oinr su61 atan s .talled a�equ d.... the redmrd wall R -values as sxxtm tabl IL Vapor reorders shall be 5515)58 per (5006) 12.51x 1E301 bath polyethylene grand cove, shall t Lapped E' at point and extend throughout the cram space to furda3on Sal) A All ext.r doors (except 20 mince doors) sou be death:: stripped per 15501.4,42 B. Serv05k». and cold mat pipit M urronetiened spaces: thrall be is.. to R -3 (550310 14. Heat. ducts In theoretic.. spars stall be 5solateh to a me of R -8 (5.503_101) IIWSHNG-TCN STATE AIR MAL1 ACT: Goneai tNote: 6. Standard air leakage (5302.43) 0252 g Is comp.. char (felled In to fo 33oo locations: L Betweee sole plate/subflocr 2. Wring32mb09/duct register penetrations 3. ,stn joist.. slits (heated kame floors) 4. Partitions std per..io s Clly 8 F - PERMIT CENTER TITLE JOB NO. SHEET Al 19'-4 • FILE ??' -1 12' 9' -91/1' ,-6' 4 6 � 5 ��. ill1 0 � 1 _DESK FQ5VATION PER CAPFUCE5 TOW_ 190' -2 1/8' I T ( -ts , i P I L Storage CONIC_ p. TOW. 185'4' r TOW_ 189' -11' ' TOS. 119' -5' ( J (P C \ - 1 _�_('� / t 12 7 PLAN: IF.-43A1 DZ _ 1 1 1 1 I GARAGE= T i9G2 b 7 ; OW. 183' -II' Akaili XillVW TOW. 181' -11' �• M4[N: 19? 42' Li � LOWER, N/A 166, BASED., 52000 -011 TX P RCL$. -0350 ,ADDRESS 4215 _/ • (FP -I0) 0_ 517E O DETER ED r Garage CONC -4 ( 3 ) f TOW. 119' -II' R - .... z: TO5_ 119' -3' 1 I i , TOW. i , .. 6'0 HOLD EXTERIOR 5. A5 VP 5ELGUI .5 1 FLA,_ 184 -11 3/4' • i ! • 4 -6 TOS. e DRIB I ( F'_16) 3 . / % 119'-1' 1 DECK LINE ABOVE I 1 : O J tO IL 111 > el C . V (P -I6) { FP-1 TO W. 1T -0' 1 J • 8' -I 12' 3' -3' 2'3' . 16'_9 19' -412' / , 12' -112' 32' -0' , 112' FOUNDATION /LOWER FLOOR PLAN Scale V4'.I' -0' D01 -162 TOS. 185'-1 1/4' NOTE: ON LOJ ER FLOOR, BEARING WALLS NOT EXEEDMG 10' -0' W 1-1154 TO BE CONSTRICTICTI'( FROM 2X6'5 AT 16' oc PER I991 UBE, TABLE 23 -I1 GENERAL FRAMING NOTES I 1 FOUNDATION KEYNOTES CONCRETE STEM WALL 8' WIDE WITH MN. IS FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -1 CONCRETE STEM WALL 6• WIDE WITH MIN 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, W/ 6:6 W1.4xWL4 UllF ON 4' GRANULAR FILL SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE. DIV. 3 SHEET A -I 6x6 POST ON CB66. I ABOVE SLAB ON 36'x36'x8• MAT FOOTING ON SOLID SUBSTRATE LUK4) 4 BAR EACH WAY. SEE. DIV. 3 SHEET A -I CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE DIV. I SHEET A -1 ALL CRIPPLE WALLS ARE 2x6 OR 3x4 ® 16' or.. UNO. 14' MN STUD LENGTH PER UBC SEE DIV. 6 SHEET A -1 4x10 SEAM LINE. MIN I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 4x4 PRESSURE TREATED POST (SCAB POST AND BEAM WITH 2x4) ON 90' FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST ® BEAM SPLICE POSITIVE CONNECTION FROM POST TO FOOTING -_ PER DETAIL 16/D1. SEE DIV_ 6 SHEET A -1 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIV. T SHEET A -1 ELECTRICAL SERVICE: PROVIDE (I) 2 12' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (1) 5/8'x20' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DI, 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEA THER STRIP_ SEE DIV, 010022 SHEET A -122 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'X24,1 MAT FOOTING- ON SOLID SUBSTRATE W/ l2) •4 BAR EACH WAY OR 12•XT STRIP FOOTING - PER DETAIL 16/D1 FP -1 J ( FF -2) FP -3 ) FP - 4 J ( FP -5 ) FP - J (FF FP -9 ) FP -10 ( P' - il ) ( FP-12 ) ( -13 ) FP -14 ) =P_IS J 30'X30'XT' MAT FO OTG ON SOLD SUBSTRATE W/ () •4 BAR EA WAINY OR IS'XTI' STRIP FOOTING- ( FP -1 ( FP-I9) (FP -20) FP -21 (FP -22) (FP -23) SEE COVER SHEET FOR ALL GENERAL. NOSES 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 MAW, TRUSS PLAN SHCWN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET 4-1 - TRUSS LOADING - SEE DIV. 010002A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING- PLAN 5. ROOF FRAMING- SPACING-. 24' oc_ UND_ 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION T. RAFTER TAIL 2x4. VERIFY. S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN, 9, ALL HEADERS ARE 4x10 DF 2 UND. PROVIDE (1) TRIMMER STUD UP TO 4' -0' SPAN AND /2) TRIMMER STUDS OVER 4' -0' WO_ SEE DIV. 06100 SHEET A -I PER DETAIL 16 /DI. 36,36,12 MAT FOOTING ON SOLID SUBSTRATE W/ (2) 4 BAR EACH WAY STUB STEEL 12' INTO SLAB o 12•oc FLOOR JOIST SEE DIV.6 SHEET A -1 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -1 PROVIDE SOLID BLOCKING THRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A -1 MIN_ I CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN 18• BELOW SURROUNDING GRADE 3' DIAMETER STEEL P O S T � `, EDGE OF CON -. ,'� \tl' FP -24) e PONT LOAD FROM ABOVE PONT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN W/ LOADING PONT LOAD TRANSFERED: BY KICKER V Q HOLD DOWN WITH SIB DESIGNATION 1 y0yQ2 VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx -- -- HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER WALL ABOVE i 1 WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. RECEIVED 11T LE JOB NO.: 9508325 2.1! 1 9908325 I P.T. 2x LEDGER W/2 ROWS CF UI' DIA LAG BOLTS 632` STAGGERED f S'S r r JLL 7r Yr JI Do4AL MAIN FLOOR FRAMING PLAN Scab V4'•1' -0' F - 8 ALL FLOOR JOIST ARE, II 1/8' TJI 150'6 a 192 o. c. SEE DIV. 06100 START FRAMING. HERE - E)(POSED AGGREGATE CRETE LANDING W' + SAR AT Vac. EACH WAY, 2' ABOVE TOP OF WALL 1 GENERAL FRAMING NOTES 1 FRAMING PLAN KEYNOTES I F -I F -2 F -3 F -4 F -5 F -6 F -1 F - F , SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DI, 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ 350,011 OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS F TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BE AM AND BEAM BUMPS DOWN BELOW JOISTS 2x6 OVERFRAMNG 6 24' OC. PROVIDE 2x6 STRONGBACK FURLINS AND 2x KICKERS AT oc TO TRUSSES BELOW. F -I ) 2X6 CEILING JOISTS 6 24' OC ( F -10 F -II F -12 F -14 ) 1. SEE COVER SHEET FOR ALL G- rMLERAL NOTES AND F"2EOUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON. SECTION 3_ SEE COVE1 HEFT FOR ALL NOTES AND REQUIREMENTS CONCERNING- MECHANICAL, PLUMBING-, AND ELECTRICAL. 4_ TRUSS DESIGN BY MANUE. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DI, 6100 SHEET A -I - TRUSS LOADING - SEE DIV 010001A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAT 5. ROOF FRAMING SPACING-, 24' co_ LINO_ 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4. VERIF, 8_ ROOF TAIL AND RAKE OVERHANG- PER ROOF PLAN. 9_ ALL HEADERS ARE 4x10 DF 2 UNA. PROVIDE (1) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O. SEE DIV. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR H\AC DUCTING SEE DIV.15 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMINGM'TIBERS. 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 NTO 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 pL REV ISION D01-162 CITY pFETUILA PERMIT CENTER SYMBOLS & LEGEND PONT LOAD FROM ABOVE PONT LOAD FROM ABOVE W/ LOADING 21 PONT L :::::: E Y ? PONT L W/ LOADING HANGER POINT LOAD TRANSFEREE? BY KICKER F Q HOLD D WI7H SIZE DESIGNATION 5 " YcRTICAL STR WITH ZE DESIGNATION Y Q TO B USED ON AP FL SI BELOW STxx HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH MDEXED NUMB'cR WALL ABOVE .) WALL BELOW NOTE UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. JOB NO : 9908325 SHEET I / T0' -3 L^21 13' -T V2 8 " -3 ,1).-1. @Z' / t'�' i 6' -I V2 T - 4040 1O'x8' WOOD 50610 56D Deck / 1 , 9 ON• PAD T 0E0 L - -i I EE DW``J F P -4 ) - r _ _ • our FOR ®I D ✓ 11.1......1, 3vEN'Tr P -tS 2 I Family G 361WU 36 1RN AIR .—RJR Olt CLG TO B .r- EM OF STAN 6x6. w I €€ ._ 2x6 HALF WALL I f l €9 H ± L1 JLL 1 I r ; L ;I ,- 2' -3 12 3 ' -8 ' t...x�T 3' -9' 11- 2 , P2 . 2' -7 Imo a a I Living , - 2' . 3' -@@' Q'-T' RD, t (r c' IZ ) - /k ii ,g P -t2 1 l } t- - a , ..ny 050 / 6' -5 12' 6' -11 I/4' ) 0 -4 )I 4' -10 L2 16 6050 -0 Covered DN Porch TO WOOD ( r—Ti g i A Landi CONC. II' -9' 9' f 4 7 I11-3. 324 -0 GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING 1843 SF 22033 SF 11.8 % SF. 6 CALCULATED USING THE REQUIREMENTS SET FORTH N THE WASHNGTION STATE ENEMY CODE_ REFER TO ADDITIONAL DOCUI`7EPTATION TO SUPPORT MET140DOL0&r OF PERFOCa1ANCE COMPLIANCE 4 12' SYMBOLS AND LEGEND QF FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CR1 MIN. VT05 lU -KJLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 G41 MIN. VTO E TI-ERMO5TAT a 50' ABOVE FLOOR O ITOV STOKE DETECTOR PER UBC WITH BAT rERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER Div. 15,16 SEE SHEET AI wrw A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT RIRNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER- C. STRAP WATER HEATER TO FRAMING- AT TOP AND BOTTOM. PER UPC SEC. 6085 F UMC SE, 3034 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE_ L •I MAIN FLOOR PLAN V2' 1 GENERAL PLAN NOTES 1 FLOOR PLAN KEY NOTES 1 P -I 0 -2 ) P -3 ) ) 0 -4 ) P ) P -6 ) ) P -7 j P -S ) 0 -9 ) ) 0 -10 P -11 ) )0 - 12) ( P -13 ) -14 ) )P -15 (P -16 ) 0 -0 ) P -1S j ( P -19 ) ) 0 -20 ) ) P -21 ) 1. SEE COVER SHEET FOR ALL C- ENERAL NOTES AND REQUIREMENTS_ 2. ENERGY AND AIR QUALITY INFORMATTCN SEE DM 17 SHEET 5 -1 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIKtntNTS CONCERNMG MECHANICAL, . PLUMBING, AND ELECTRICAL. OCCUPANCY SEPARATION: APPLY li) LAYER 5/8' TYPE 'X' GWTB. 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. 5E£ DIV 010025 SHEET A -I 1 3/8' MIN. SOLID CORE DOOR WITH SELF m TO BE TIGHT FITTING SEE DIV 00025 SHEET A -1 STAIR ASSEMBLY NOTES_ PER USG SECTION 1003 Q AND DETAIL 12/02. HEADROOM MIN. 6' -8 WIDTH MM. 3' -0'. B. TREADS 10' MIK DEPTH, RISERS 8' 05X HT_ C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING_ HANDRAIL I UT MIN_ TO 2' MAX CROSS SECTION DIMENSION AND 112' MIK CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(5).. E. COVER USABLE SPACE UNDER STAIR LI/ 5/8• TYPE 'X' GWTB_ (2) LAYERS e CEILING AREAS_ F. INTERMEDIATE BALUSTERS SHALL BE SPACED W /LESS THAN 4' BETWEEN BALUSTERS: SEE DIV. 01002.6 SHEET 4-1. SAFETY GLAZING PER UBC, SECTION 2406 A_ WINDOWS WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS 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 3104 SEE DIV 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE DIV. G SHEET A -1 COVER WALLS ADJACENT TO TUBS AND SHOUTERS WITH NON-ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OvER FRAMING. 8 MAX RISER WITH 10' MIN RUN IF M01, THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -1 18'64' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV 00022 SHEET A -I 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL COW -001 TO UOC REQUIREMENTS. SEE DIV 01002. SHEET A -I B. irw CLEARANCE 'FIREPLACES SHALL CONT-O0r1 TO UBC REQUIREMENTS. SEE DIV 01002. SHEET A -I C. HEARTH 51-IALL 00040RM TO UBC REQUIREMENT. SEE Div. 01002. AND 9 SHEET A -1 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 AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS_ B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIV. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS 0_22 j S FIT AREA / J l INTEGRATED MAKE UP AIR P -_3 ) 24 2x6 STUDS W/ R -1 CATION MIN. RECEIVED - CITY OF TUKWILA SQUARE, FOOTAGE MAIN FLOOR UPPER FLOOR BASEMENT TOTAL 1849 SF GARAGE 637 SF DECK / PATIO 192 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. PERMIT CENTER 835 SF 854 SF 162 SF 01 CO 1 j rr^^ L(7 0) (0 � v .V LL v v ‘.. CW m rp Q. TITLE JOB NO: 9908325 SHEET A3 9908325 • UPPER FLOOR /LOWER ROOF FRAMING PLAN grab V4'.I'-0' f F -5 ) 1 FRAMING PLAN KEYNOTES' F -I F-2 F -3 f -4 ) F -5 f F -6 F-1 F -5 ! F 9 ) SE LATE HEIG -E ELEVAT IONS AND SECTIONS FCR P F -10 f ( F -11 F -12 ) F-14 GENERAL FRAMING NOTES I I. SEE COVER SHEET FOR ALL G.EN. RAL NOTES AND REQUIREMENTS 2. SEE TYPICAL MATERIALS LIST ON SECTION 5�, ET 3. SEE COVERSHEET FOR ALL N0,5 AND REQUIREMENTS CONCERNING - MECHANICAL, PLUMBING, AND ELECTRICAL_ 4. TRUSS DESIGN BY MANUF. TRUSS FLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING - SEE DIV_ 0I0001A 5HEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING- PLAN 5. ROOF FRAMING SPACING, 24' ot. UND_ 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4. VERIFY. 5. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9, ALL HEADERS ARE 4x10 DF 2 UND. PROVIDE (1) TRIMMER STUD UP TO 4' -0' SPAN AND (2J TRIMMER STUDS OVER 4' -0' UN.O. SEE DIV. 06100 SHEET A -I BACK FRAMING- AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING_ SEE DIMS SHEET A -I 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 111/ 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 SEE CALCULATION SEE DIV. 01002 SHEET FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -1 PRESSURE BLOCKING - SEE DIV. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP CF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR NVAC OVER BEAM AND BEAM BUMPS DO. BELOW JOISTS 2x6 OVETFRAMING a 24' OC. PROVIDE 2x6 STRONGBACK PURLINS AND 2x KICKERS AT 6' -0' oc TO TRUSSES BELOW. 2X6 CEILING JOISTS s 24' OC DO1 -162 RECE CITY OF TUKW PERMIT CENTER SYMBOLS & LEGEND ' POINT LOAD FROM ABOVE y wr�' POINT LOAD FROM ABOVE W/ LOADING ® POINT LOAD TR4NSFERING DOWN � e 4 POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER q�e / P h � HOLD DOWN WITH SIZE'DESIGNATION VERTICAL STRA WITH SIZE DESIGNATION V e TO BE U.°ED ON P FLOOR BELOW STxx HORIZONTAL STROP WITH SIZE DESIGNATION NDICATES BEAT'I CALCULATION WI, NDEXED NUMBER WALL ABOVE WALL BELOW NOTE- UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. co c c La ▪ i T ▪ x ▪ v cb ▪ -s R N 4'J tis _c _D / 5 S'-4' / A 1• ., i' 10 11 3 !1 I2' 7 12), _ • -11/2> 3' -11 12' '5.-5 12' 5'-5 I2' j 2:.0 i• W:1_ � 3YEhT (PP( W.LC • :.„ a CARS Bath i CLIP CORD i / M. Bath CA 260 504.E2 - 3 _ ,� T -3 VT ate_ 6 2- - r R . p -f " all CA.�E: ( P i8 .-- - 2. MALL -OR,If.4N AIR 4 ,/ �" M. Bdnn CARPET e w Z RG ( 9._008 I ,n2) ®r. � :S ( 1 ..::emu- \ rr. SD ._ _ 24 Sifting P -5 J .b 9 Bdnn #2 CAe`rFET E. 5040 5040 I P -5 ( I- - LJ ROOF LINE BEL 4' - I2' / 8' -4 12' / 1 I 1 A 50:0 r LJ T -3' 1 - 1 LJ T -3' 7 4' - 6' I7' -6' I 14' 6' / 3Y -0' 2' -0' SYMBOLS AND LEGEND FI FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CRM MIN. VTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CF-I MIN., VTO Q TI-ERMOSTAT a 50' ABOVE FLOOR ® R0V SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET AI A. PROVIDE 6' DIAMETER Ff.SH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURdACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER G. STRAP WATER HEATER TO FRAMING- AT TOP AND BOTTOM. PER UPC SEC. 6085 d UMC SEC. 303.4 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. UPPER FLOOR PLAN S.:" V4 -0' 1 GENERAL PLAN NOTES 1 FLOOR PLAN KEY NOTES t ( P -1 ( P -2 J Ho ( P -4 ) [ P -5 ) P -6 ) ( P -7 ) ( P -8 ) ( P - ) ( P 10 ) ( P -11 ) ( P - 12 ) [ P-13 ) (P141 ( P -16 1 ) ( P -18 ( P -19 a - P -21 1 ( -22 ) I -23 ) [P -24) D01 -162 1. SEE COVER SHEET FOR ALL C-ENERA.L NOTES AND REQUIKErENTS. 2. ENERGY AND AIR QUALITY INFORMATION. SEE DIV: li SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV 3 SHE A -1 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING- MECHANICAL, FLUMBENE. AND ELECTRICAL. OCCUPANCY SEPARATION: APPLY (1) LAYER 5/8' TYPE 'X' CAUB. TO ALL WALLS AND CEILINGS OF GAR4GE SIDE FROM FOUNDATION TO SHEATHING_ WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -I 13/8' MIN. SOLID CORE DOOR WITH SELF CLOSER. TO BE TIGHT FITTING SEE DIV- 010025 SHEET A -1 STAIR ASSEMBLY NOTES- PER UBC SECTION 1003 AND DETAIL 12/D2. A. HEADROOM MI, 6' -8', WIDTH MIN_ 3' -0'. B. TREADS IV MIN. DEPTH, RISERS 8' MAX HT. C HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I I2• MINL TO 2' MAX CROSS SECTION DIMENSION AND 1 T2• MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE: BLOCKING- AT STRINEERS TOP AND BOTTOM .AND ADJACENT WALL(5). E COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'x' GLIB. (2) LAYERS g CEILING AREAS_ F_ INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS: SEE DIV. 010026 SHEET A -I. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN I8' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS. AND SL4ONEE5 D. C- LAZING IN DOORS E. WITHIN STAIRWELLS F WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV 08800 SHEET A -I EGRESS WINDOW PER UBC, SECTON 310.4 SEE DIV. 08600 SHEET A -I IGNITERS FOR G4,5 FIRED APPLIANCES IN GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 70• ABOVE DRAIN INLETS SEE DIV. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. MAX. RISER WITH 10' MI, RUN IF MORE THAN (3) 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 •FG. SPECIFICATIONS, SHALL CONFORM TO NEC REQUIREMENTS_ SEE DI, 010028 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010028 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV. 010028 AND 9 SHEET A -I D. FIRcSTOP 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 36' ABOVE STAIR NOSINGS. VENT FOR MECHANICAL. I CLEARANCE ALL SIDES PER UBC SEE DIV. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOT-rIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R - INSULATION MIN. RECEIVED CITY OF TUM.NILA PERMIT CENTER 0 col L r w M Z L5'2 O W 6 o w ° ^c�r,� cal -d E-4 141=V P. o E O Z rn cd TTTF JOB NO.: 9908322 SHEET A5 9908325 ROOF VENT CALCULATION BASED ON 3 2-1/7 HOLES PER VENT BLOCK ROOF VENT CALLS BASED ON UBC SECTION 15053 TOTAL ROOF AREA 854 SF /300 =28S 5F OF VENT AREA REa 50 % AT EAVE = 142 SF REQUIRED 50 % s 36• (MIN) ABOVE EAVE = 142 SF REQUIRED 5 ROOT JACKS AT 50 5Q IN. EACH =250A SQ IN.= 174 SF 48 __ _ OF EAVE VENTS AT 52 SQ INJLF= 249.6 SQ. IN. =173 SF 1 GABLE END VENTS AT 18OtA x = 24 SQ. IN. =.17 sF GABLE END VENTS AT x = SQ N. =O SF 2 GABLE END VENTS AT 24 DIA. = 58 SQ. N. =01 SF TOTAL VENTS PROVIDED ROOF JACKS = 174 SF EAVE VENTS = 173 9F GABLE END VENTS = .97 SF TOTAL Br OF VENTS PROVIDED = 4A4 SF • AREA MAY BE 11300 IF A VAPOR RETARDER IS INSTALLED ON THE WARN SIDE OF THE ATTIC INSULATION. USG 150532 • F _CTIVE VT-SIT AAA BASED ON A 30% REDUCTION DUE TO I/4' MESH ROOF LNE BELOW Ark eke/ E P -11 p i p J J! ! ® , , TR. J L JIL kI tS I D2 • UPPER ROOF FRAMING PLAN $GALE il ' D01462 C{TY OF TUDKWIIA PERM CENTER 1 GENERAL FRAMING NOTES 1 FRAMING PLAN KEYNOTES 1 F -I F -2 F -3 ( F -4 J ALIGN INSIDE FACE OF BEAM WITH OUTSIDE J FACE OF WALL UPSET - BOTTOM CF 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 SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DI, 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A -1 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 JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2x6 OVEIcTKAMNG e 24 OC. PROVIDE 2x6 STRONGBACK PJRLINS AND 2x KICKERS AT 6' -0 oc TO TRUSSES BELOW. F -5 1 ( F -6 1 F - r -S 1 F - 9 [ F -10 F -II 1 F -12 1 F - 13 F -14 I. SEE COVER SHEET l� FOR ALL GENERAL NO AND REQUIREMENTS, 2. SEE TYPICAL MATERIALS LIST ON SECTION 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING-, AND ELECTRICAL_ 4 TRUSS DESIGN BY MAN, TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV, 6100 SHEET A-1 - TRUSS LOADING - SEE DI, 010001A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING- PLAN 5. ROOF FRAMING-. SPACING-, 2, oc_ UI1.0_ 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTIC, 1. RAFTER TAIL 2x, VERIFY_ 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9, ALL HEADERS ARE 4x10 OF 2 LIMO. PROVIDE (1) TRIMMER STUD UP TO 4' -0• SPAN AND (2) TRIMMER STUDS OVER 4 -0• UN.O_ SEE DI, 06100 SHEET A -1 BACK FRAMNG AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING-, SEE DIVJ5 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL 15 1 2X6 CEILING J015T5 e 24' OC SYMBOLS & LEGEND PONT LOAD FROM ABOVE yti PONT LOAD FROM ABOVE W/ LOADING ® POINT LOAD TRANSFERNG DOWN y 4 x � P 2 e - POINT LOAD TRANSFERING DOWN W/ LOADING %j HANGER POINT LOAD TRANSFERED BY KICKER � V e HOLD DOWN WITH SITE DESIGNATION 1 .. VERTICAL STRAP WITH SIZE DESIGNATION e TO BE USED ON FLOOR BELOW sTxx - HORIZONTAL STRAP WITH SIZE DESIGNATION O IVICATES BEAM CALCULATION WITH INDEXED NUMBER WALL ABOVE I WALL BELOW NOTE: UNLESS OTHERWISE NOTED. ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE D ' G5 TITLE JOB NO 9908325 9908325 SHEET �:iEly 6 3Xt en Q1 en IA K• en en 111 > O ^ X U Z vs r d cth 0.4 E en F�1 0 GLI 0 =�I A6 4 SIDE ELEVATION 12 L i I T PLA P WM. , RDR. 44GT. za R OOK �\ r TOP PLATE M ^.IN FLOOR REAR ELEVATION Scats V8• =I' -0• SIDE ELEVATION yule V8• =r - Tp TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DPI. 7) BUILDING PAPER (DIV 7) SHEATHING: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV_ 7) SOFFIT: (DPI. 7) GWB: (DIV 9) SHINGLES (DIV. 010005) 30# BUILDING PAPER 7716' OSB OR EQUAL PER PLAN R -30 BLOWN -IN 1/2 RE -SAWN PLYWOOD GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL (DIV. 7) WOOD SIDING (DIV. 0100.5) BUILDING WRAP: (DIV 7) 15# BUILDING PAPER SHEATHING: (DIV 6) 7116' OSB OR EQUAL FRAMING: (DIV. 6) 2 x 4 STUDS AT 16. OC INSULATION: (DIV. 7) R -13 BATT W/ INTEGRAL VAPOR BARRIER GWB: (DIV. 9) V2 GWB FLOOR CONSTRUCTION FLOORING: (DIV. 9) SUBFLOOR (DIV 6) FRAMING: (DPI. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW: HEAD: 2x4 (WITH NO BRICK MOLD) JAMB: 2x4 SILL: 2x6 CORNER BOARDS: INSIDE: 2x2 FASCIA UU 2x4,2x3 FINISH PER PLANS (DIV. 01005) 3/4- T &G (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BATT U2 RE -SAWN PLYWOOD 54 BATT5 OVER ROUGH SAUN PLYWOOD a Q' oc 71P. l3/ PLACES WPL 14,2 FLT. WRAP HORIZ WOOD 51DI. AROUND SIDE CE BUMP OUT. 1x4 TRIM OVER Ix6 TRIM IS' SHUTTER MDO PLYWOOD I/2x2 GORER1OLD STOOL BOARD FROM 3x6 2x4 TRIM Tx10 TRIM 2x8 TRIM BEVEL SIDIN.'. 51M Garage BEAM PER FL N SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION BUILDING SECTION A -A Scab V 4' -1 -0 IV GABLE END VENT 1x3 BATTS OVER ROUSH SAWN PLYWOOD a p• ac 2x3 STOOLBOARD Lx.3 TRIM OVER 1x40 TRIM a/ Irk DENIALS a 24• oc. TOP PLATE WIN. 14DR. HGT FRONT ELEVATION Scale V4' =I' -ID' TOP OF PA l OP OF D01 -162 RECEIVED CITY OF TUKWILA PERMIT CENTER CD co c1 c c0 O N G� Q v ° • y� o � Cn PA c m TITLE JOB NO.: 9908325 SHEET A7 cnnoo 16' MIN. f 2X4 TOP PLATE I GARAGE DOOR HEM BEE FRIG PLAN FOR 51 ) TOP OF DOIIEL TOP. OF FrG -.. 3/4' =1' -0' TOP G SLAB TOP OF DOLLEL ® APA LATERAL RESTRAINT PANEL 3/8' =1-0' NOTE: BASE SLAB MUST BE iN PLACE PRIOR iO RILL BACKFILLING OF WALL NO NE LATI(%J BE - ALE. BASEMENT SLAB AND STEM WALL FINISH GRADE - �£ BASE,LED SLAB MUST BE PLACE PRIOR TO RILL BACIGIL L ING- GE WALL. NO NSIP_ATIGN BETWEEN BASEMENT SLAB AND STEM WALL N.T.S. 8' 10' FOUNDATION DETAIL •1 .9 '2 I / TOE... 1 I SL TOE GF PG . I x 3'-e• KTS. I 8' i0• 1 , 3 FOUDATIO N D TAIL 3/4' =1' -0' II II. NAIL S =ATI EPIC•, TO iW 8d NAILS e 3' OL.• SIB WALL LOC. UNO. '. T4 5:432 LVi1 SOFED. 2 2x2 SIDS -NAIL ...MG t/ Bd NAILS e 3' OL.TO EACH STD L.N. ON 512 WALL SDP,. NAIL Bd NAILS e 3' OL.e ALL ,TS -SRS . STOOS'.:'VD. O4 SHR WALL SDI. 2 2x4 AT ANY SWEATING- nT OSE. SHEAiWNG- 0112:.) 5T'. DI4 STRAP TE NKHOR NAIL TO BOARD FOR'1 BE. UP ATR CQ4Gtr� OLESJ w= 35 -I6c. VB NAILS EACH UNO. 2 -2X4 PLATES, NAIL SWIG. TO EA FLA. (2)EE AB MN I Ei.:ENT ON ER WALL 50-ED CONTINUO. FOOTINIG- 4' DRAM U1FLl (DIV 25H..T A D 5124x,~. L°I! 2'2016(6' 50 CL1S -E'S a DC. (DIV. 3EEL, 1/ EX rICLE SURCHARGE IT I t I ® STEPPED FOUNDATION DETAIL N.T.S. 5 /5'0x10'' AEU 2'K'X3(I6' SII ' s ELATE WAS: + 4'-0' OL. (DN. 3 51L(A -1) EXCEP' AS NOTED ON EE.4Rlly_ 50-EDULE T MTN E (2)•4 BAR •70P 4 BAR. 10' cc, ELL O1 OE WALL .1,.35' A-I) J -BAR ay'x DN 3Sg A_.1 DA`P PR..C`L'-(DN.I Sri A') 4 hp. BAR 0 B oc .IV.3 S E A -1) �} 43.12 „GN7 4 VERT_BAR e _ CF WALL (DM 3 SOLID 5.957RATE 4' CGNILT YA3 OVER 4' R(xK 01 VAPOR BARRI0,2 (2) •: B- "e • TOP 5 Vr c. J- BAR •8' M3 6: A-1) 4 HO.Tt BAR. e7L'x / •L BAR e"%'xL20 DAMP . sib.tL- (DV - SW A: (6) •4 BAR CON _ IY. 3 Si- SOLID ck.5.6TRA 4'C.C.. e,e. GN 24'ROCK c- Y =YT.c 3EFI0"2 ® CRIPPLE WALL ® FOUNDATION 1S 3/ =1-0' 0-0 ®CANTILEVER 3/4 =t FRM'G AT FOUNDATION © CRIPPLE WALL 0 FOUNDATION 3/4'4-0' 3,3100-253,55-07_1 ER B _AN '1P. BOOR FR f PER PLAN :DIV 6 SHEET A -IJ BLOCKIN.r: OVER BEAM BEAM FER PLAN SCAB TOGETHER W/ NAILER EA 5. AT BEMs SPLICES USE 2x4 SCAB EACH SIDE POST PER PLAN OVER NERESTRAL CONT. TOOTING PER PLAN MAT FOOTING PER PLAN (2J CONT. •4 BAR RN BOARD RAM BOND .5 RAMSET TO FOOT. FOR POSITIVE CONNECTION. FER JURISDICTIONAL REMIR[MRc4T5. TP. R OOK i't N'iMG PER fl..W SH�i d -D - 1MBOR WALL CONSTRUCTION FER PLAN MX, 6 SHE. T A-1) LOCATE SEATHNG JON • COMM MEFEER LOCATE SHEATHING. JON G.R'LNYBI ER CRIPPLE IU! L FER PLAN SE'e FGIWDATION R TAL(5) TIP.FLOOR PER ,AN (DN 6 511.7 A -D 16 )POST /FOOTING CONNECTION TYP. EXT -- ,JCR I11.A1. L CONSTi2L. b.4 HER : JW (DM 6 5 =i A -I) TIP -ROOK r'ZAMAL FER FLAN (DIV.6 E-: ,T A -1) SOLID B_oOCNG- 01 _sic E$FOR S LOCATE SHEAA.:56 JONT CaroNr� 63 I' CONT. SCMT VSNIT SAID nua SILL 5. FOUNDATION DTAILS L 8i I \ ®3F/0 1:psolpATION D DETAIL FOUNDATION DETAIL 3/4' =t -O• FURRING DETAIL 3/4' =1-O' SLAB ® STEM WALL TYP. EXTERIOR NULL CQ`57RC T ION FER PLANS (DIV 6 SHN3-T A-1) 4' C.C. OVER 4' ROCK OVER VAPOR BARRIER 1)40 RIGID NSW-A710 ) 2X10 TREATED PLATE OF 3!4' SEE FOUNDATION DETAILS TYPICAL EXTERIOR WALL CQYSTR cri ION PER RAN (DM 6 SHEET A-I) 1' AIR SPACE B• BUILDING- PAPER HOOKED END MASQdA VENEER TIE TO FIRMING EV 2 (DIV 4 Sheet AD MASONRY VENEER COAT. FLASHU. W'LLEP DOLES 4'-0' OL. TREATED MD SILL MIV.6 FEET A-17 SEE FO INDARGN DEALS 12' TlP ROP2 MAN. PER PAN (DIV.6 SHEET A-I/ 1TP c.TERIOR WALT 0.15TRICTIPi PER FLAN (DN.6 SHEET A-D LOCATE SHEATHNG JON • COMMON MEMBER BLOCKING - OR JOIST e WALL RIM BOARD P.T. 2x FIRE BLOCKING PURRING WALL I' AIR SPACE 6' Ilk VERNY a1 GRADE CONTOURS NOTE THIS OPTION C. NOT BE USED AT SHEAR WALLS_ VAPOR BARRIER DAMP PROOFING- (Do., SVA M ) SEE FO.DATIONT DETAILS if HANGER OPTION ~- 3 /4'=T -O iI A DOI 162 GLUS TYP. (DIV. 5 SHEET A -I) INTERIOR BEARING WALL (DIY. 6 S4ET A -U 12'e xl0' AB. •4' -0' GC (DIV. 3 SHEET A -IJ `JAB ON GRADE PER PLAN (DIV.3 SHEET A -I1 VAPOR BARTER COAT. SPR HE EAD FTC. PER PLAN (DIV. 3 SET A -1)+ 45' (21.4 BAR COAT. (DIV. 3 SHEET A -I) EXT. DOOR AND - RYE (DIV. S SHEET A-I/ DOOR THfEESNG+.D RASHNG AS RECD. (DIV. TE-.Td -D NE2VESRAL RA.. 4' GONG. SLAB OVER 4' GRAVEL BED (DN. 4...F A-I/ 2x2 TREATED T.SHOLD TRIM R31 JOB TW_ATED MD ELL (DM 6 51 - - TA -1) •4L. RT-E -BAR FROM S1E1 241- STi NO SLAB TYE P_OO:R,..4 NG- FLAN CON 6 RILL MTN EEAT MO ELL TYE FLOUR FR"MNG- Fr'^C FL. ram 6 c"-T A DYE DOOR AND ."'- vVE(DIV.B a -u D" .c T'.?ESA17 P_AS'. -iNG AS CEOD. (DIV t SE=ER A-1/ NERYESTR:L P- ASWING 4 'CR+L. SLAB OVF, 4' GRAVEL BED (DM 4 SHE- A -D .-1,0 MD (DIV. 6 SWEET A -I) r AI � ACE TAP. 4 VERT, tE -BAR FRO! 5731 W'IL'L Et... NO S1A POST A*V 3,'":i. =;2 PANS EXT. DOOR THRESHOLD DETAIL TTP_FLOOR E�.J'T" W r R'PA4 (DN. 6 SHEET.. Ul TER. EXERILR WALL CONSTRYT IRO FER PAN (DN 6 SEET A -U 1,-ATED MD SILL SEE FOND.. DETAILS POST AND BEM7 PER FLAN S TOP OF DOIEL FINISH GRADE OP LF FIG PER PLAN ®FOUNDAT!ON/FRAMING CONNECTION ®FOUNDATION DETAIL :: n 3/4 =1 O' 3/4' =1-0' • MIN 12'0x10' AB. W/ 2'20'JG /16' 50_ STEEL PLATE LUALEERS + 4' -0' DC. (DIY 3 SH.T a-U .GEPT AS NOTED CN S EARL6LL 5GLED - l' MN EMBED_ HORIL BAR 10' OL - 1' -6' CORNER OVERLAP !DN 3 SHEET A -D YERT. BAR SAME AS STUB STS SPACING-. (DIV. 3 SHEET A -11 TIGHTLPE DAMFPROOFING (DIV. 7 SHEET A -U •4 $TIIB STEEL FROM FIG-, + 16' OE (DIV. 3 SHEET A-I/ 4' PE, FT, DRAM WFILTE2i N 24' GRAVEL BED (DIV 2 SHEET A -D SOLID SUBSTRATE (2) •4 BAR CONT. (DN. 3 SHEET A -D 1/2,10 AB. W/ 2'42'X8/16' SD. STEEL PLATE WAS... 4' -0' O.C. (DIV.3 SHEET A -I1 EXCEPT J .' _. _ AS NOTED ON SHEARUAIL SCHEDULE l' MIN EMBED_ (2)•4 BAR •TOP •4 VERT. BAR +10' FULL HEM Gf WALL (DN.3 SHEET A -IJ DAMP PROOFING (DIV.1 ED AD • '4 VERT. J -BAR a 5' oc (DN. 3 SHEET A -D •4 DORZ. BAR• 10' oc • ,( 1/1" (DIV. 3 SHEET A -U (CU, TIGHTLINE 8' J. 10' () EXT. DOOR THRESHOLD DETAIL O CANTILEVERED RETAINING WALL 3 /4 =t-O' ' .,,. 1,.1 C L 3/4 =T-O' asaca- e.ac -s2 RIM BOARD 4' PERT. F7'G-. DRAM WELTER N 24' GRAVE BED. (DIV. 2 SHEET L A -Il (6) BAR G - (DIV. 3 SHEET A -D SOLID SUBSTRATE 5/8'0x10' AB. W/ 2'2'X8/16' SO STEEL PLATE WASHERS + 4'-0' OG. (DIV. 3 SHEET A -D EXCEPT AS NOTED GN SHEAR., SCHEDULE l' MIN EMBED. (2/.4 BARB TOP T YE e BAR LL • 16' oc, FULL HEIGH W WA (DIV 3 SWEET A -I) 5 VERT_ J -BAR • 8' oc (DN. 3 SHEET A -0 4 HORZ BAR • 10' oc (DIY 3 SHEET A -I1 •4 BT - IV 3 SHEET A TIE -DUNE DAMP FROIFIRNG ( DIV l SOT Al/ N'4 BAR CONT. (DIV.3 SHEET A -i/ SOLID SUBSTRATE 4' PERF. HMG. DRAIN W/FILTER N 24' GRAVEL BED. (DIV. 2 SHEET A -D ® FOUNDATION DETAIL 3/•=T -0' FRAMING PARALLEL TO STEM WALL c ' d \ M TTP. EXTERIOR WALL OGNSTRJGTION FER PLAN (DIV. 6 SHEET A-I/ L OCA. BEAT.. JON CQ'9'1GT4 MEMBER TIP. FLOOR FRAMING PER PLAN (DIY. 6 SHEET A -D .53 1s 41ED IW ELL CITY OFETADLA 4T FUNDATION DETAIL./ FRAMING PERPENDICULAR TO STEM WALL PERMIT CENTER TYE.TELIOR WALL. CONSTRICTION_ R PAN (DIV.6 SHEET A -I) LOCATE S.A.E. JOINT COMMON MEMBER SOLD BLOCKING a RIM JOIST • EXT. WALL FONT LOAD BEARING PER PLAN FATED MID ELL SEE' FOUNDATION DETAIL., 7`? P_OGR FRAMB4G FER PLAN... (DIY 6 SHE A -IJ _ (FRAMING /FOUNDATION CONNECTION (FRAMING/FOUNDATION DETAIL Y ` 61 Q U1 � � F = d 3 O JOB NO.: - SHEET DI NOT: DELETE: RAIL WA-EN FMISFED DECK ELEVATION 15 30' OR LESS - ABOVE 'rINISHESD GRADE. 2x6 2x2 • 5 I2• OC (CLR DIST. BTWN NOT TO EXCEED 4' SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK CDR DCK'6 ATTACH LEDCz,2 WE - ROWS OF Yr LAC- BOLTS AT 16' oc - YR TM ROOK PRAM,. PLR PLAN 2x pa, WALL 4x BEAM (SIM TO iZ_DUCE NUMT -- R CF POSTS • 2 STORY CONDITION OR WHEN POSTS M LENC TI.1 SCAB WE 2X4 EA SIDE If ET DEPTH TeLEN JOISTS, THIS. LANDSCAPE GRADE TOP CF PIER FLUSH WITH FIN. SUB GRADE (3' BELOW FMISH LANDSCAPNG, ON SOLD J.SSTRA OVERHANG PER PLAN 10 SECTION ® BEAM 3/4' =T -0- BNFEL - EXTEND b' ABOK BAIT. rtN3L. OR G' ABOVE BLOM Nal_ TYPICAL ROOF CONSTRIQION 2' MRL CLR FOR VENT1 N6 2X BLOCKING WATFT 012 UT 9 HOLES WIPE SCREEN SEE ELEVATION EXPOSED TRESS TAR FASCIA FER ELEVATION (Tip. EXTERIOR WALL COLSTRWCTTONJ FLASHING (DM T SHEET Pa DBL OR GIRDER 7R155 (PER PLAN, (TYPO RDCF CONSTRICTON O TYR DECK CROSS SECTION °FRAME OVER WALL DETAIL 3/8 =T-0 c c T�� s- . 3/4•=T -0" FRAMING- PER PLAN HI a 48' OG T A OUTSIDE FACE OF WAL 2' MM. CLR FOR VBNTB.ATTON BLOCK. BEAM PER PLAN RAFTERS PER FLAN 2x 5LOCKIN6 TYP.60 ER ® SKYLIGHT FLARE WELL DETAIL 3/4' =T -0" WALL STUDS BEYOND DB FL L UST, AN BLOCK AS NEEDED SEE SEE PLAN FOR TYR RISE E RN DIMENSIONS 3/4' PLYLLOOD RISER I I/8' HARDBOARD TREAD WITH EASED NOS. 3 2x STRINGERS TYP. UNO. CENTER STRNC R WITH 2 - 2x4 STRONG BACK TYP- NAIL WALL STRINGERS WE (2U I6tl TO WALL STUDS 5/8' TYPE 'X'. GWB. AS REQUIRED SEE NOTES BELOW KICKER PLATE 1 ® EAVE 3/4 T-0• DETAIL OY£RUNG- F.cPLAN GABLE END DETAIL 3/4' =T-0• L HEADROOM MIN b' -8', WIDTH MIN 3'-0' PER 4. INSTALL FIRE BLOCK.. • STR ER5 TOP !EEC 100615 I BOTTOM t ADJACENT WALL,. PER UDC 2. Z 9' MRL DEPTH, RISERS HEIGHT SEC. 1082 3. HANDRAIL MIN 34' TO MAX. 38' ABOVE TOAD 5. COMER USABLE SPACE UNDER STAIR WITH NOSING HANDRAIL I I/,' MM. TO 2' MAX CROSS 55' TYPE 'X' GW), USE 2 LAYERS • SECTION DIMENSION I I I/,' MIN CLEAR FROM CEILING AREA - PER MC 1003333 WALL, RETURN RAIL ENDS PER UBC SEC 10059 b. INTER - EDIATE BALUSTERS SHALL BE SPACED 4' APART NET OFENNG PER IBC SEC 5093 �1 CTAIR QF(`TIl1AI n =TALI / \ I An. nrT I TYPICAL ROOF CONSTRICTION TYPICAL POOR CONSTRUCTION 141 •48' AT OUTSIDE FACE CF WALL INO CN SEAR WALL SCHEDULE 2X BLOOMYITN 022'e HOLES WM4 SOON E_EV. AE EXPOSED RARER TAIL TYR GUTTER FASCA PER ELEVATION TYP_ ,,,,E5012 WALL CONSTRICTION TYPICAL ROOF CONSTRICTION TRIM PER ELEVATIONS BAFGE TYR SEE ELEVATION 2X4 BACKER FOR BARGE - NAL TT.'RI S.A..x W. Ubd a OZ. DTP: 2x4 OIiTRIGCK'RS s 4' oz. WITH 2x2 BETWEEN FOR TRIM BLOCKING AT CEILING LIME 2x4 LEDGER • MT. CEILING ! IDE (TYP. EXTERIOR WALL CONSTRUCTION, BALLOON FRAM- GABLE END WALL O EAVE DETAIL EAVE DETAIL 3/4' =T-0" EAVE DETAIL 3/4"4-0" 511 —rc1_ IX S ABOVE BATT. INSUL OR 0 ABOVE BLOM INSUL 01 EXTERIOR WALL CONSTRJCTIONU D01 -162 Ibl(j NOT 06100- 07300 -02 0-073C 0-03 al 000, CO _ r CO CD CD C b � 0 CO O f Ln L c � Q — m^ L(� A` d szt szx JOB NO. -- SHEET D21 TYP. WALL CONSTRUCTION WITfN WALL S.ATHNG PER SCHEDULE BOTTOM RATE NALWG PER 51E.ARIOLL SOEDII.E TJI BLOCK, TYP. TJI FLOOR CONSTRUCTION SHEAR WALL SHEAR WALL . PERPENDICULAR TO FLOOR JOISTS °PERPENDICULAR TO FLOOR JOISTS 3/4W 17700.06170 -1e 3/4=T - mom.osrroar + TJI BLOCKING SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4"=T-Cr NAIL FLOOR SHEATHING THIS AREA WITH 10de 6'26. EDGES 10d a 10 66. FIELD BLOCK ALL EWES 10de6'ot. PLYWOOD TO BLOCKING TOP PLATE AILING PER SHEARNU4LL SCHEDULE NAIL FLOOR SHEATHING THIS AREA WITH 10 d e 6' oz. EDGES 10 d e 10' et. FIELD BLOCK ALL EWES BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE STANDARD SHEAR DETAILS & SCHF.DITLF. TOP PLATE NAILING PER SHEARWALL SCfEW.E BOTTOM PLATE NALNG PER ° JIEARUALL SCHEDULE PANEL EDGE t FIELD NAILING PER SCHEDULE TTP. TJI FLOOR CONSTR1CT:CH TYR WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE PANEL EDGE FIELD NAILING PER SCHEDULE TJI BLOCKING BLOCK ALL EWES PANEL EWE t FIELD NAILING PER SCHEDULE TIP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE PANEL EWE i FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN TJI BLOCKING a ALL PANEL EDGES PANEL EWE N FIELD NAILING FER SCHEDULE TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR PERPENDICULAR TO FLOOR JOISTS OTO FLOOR JOISTS ® FOUNDATION 17070- 0617001 3/4 4 97070-09900 -01 SHEAR WALL PARALLEL O TO FLOOR JOIST- OFFSET CONDITION *SHEAR WALL HOLDOWN 3/4=1-0" 17070. 06170 -10 3/4' =T-0' L _ TTP Wit CONSTRUCTION BUNT WALL SHEATHING PER SCHEDULE TiP EL FLOOR COSIT4.1KN PANEL EDCE a FIELD NAILING PER...DLLE TOP PLATENALIG PER%EAMON, SCHEDULE TIP WALL CO57R1CIION WITH WALL SHEATHING PER S.B LLE SHEAR WALL PERPENDICULAR TO FLOOR JOIST- OFFSET CONDITION °CANTILEVERED FLOOR JOIST 3 /4' =T 17070 3/4=7 -0' BOTTOM PLATE NAIL,. pER. FA X11 scx.ra1F o1 NAL a 6' c.c. PLYID_ TO RMJOIST TO d NAIL a 6'oc FLYWD. TO TJI MOCKING - TVN 1 -i- SHEAR WALL TYPICAL WALL CONSTRICTION WITH WALL SHEATHING PER `..CHEDULE TIP. TJI FLOOR CONSTRICTION BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE AR.. DETAILS FOR FOUNDATION CONDITIONS TYPICAL WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE TIP. TJI FLOOR CCNSTRICTICN BOTTOM RATE NAILING PER SHEAR , SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE ANCHOR BOLT PER SCHEDULE 577 AH. DETAILS FOR FONDATRCION CONDITIONS EXTERIOR SHEAR WALL SHEAR WALL PARALLEL PARALLEL TO FLOOR JOISTS O TO FLOOR JOISTS ® FOUNDATION 3/4=T -0' 1707046170 2 3/4 =T-0' 17070-03300-02 SHEAR WALL 0 CRIPPLE WALL 3/4= 1707049306 -03 CRIPPLE WALL (DIN. 61 SHEATHING PER SCHEDULE PANEL EDGE N FIELD NAILING FER SCHEDULE ANCHOR BOLT PER STEARIALL SCHEDULE ON .4 EAR CONT. (DIV. 3) ,1O CRIPPLE WALL - INTERIOR 17070-08170-24 3/4'4-0' L NOTE: ALL INFORMATION ON 7H15 SHEET i5 1700043300.04 TITLE JOB NO. SHEET S1 Sf€ARUALL FER PLAN AND SFEARYALL SCHEDULE DOUBLE STUD BOTTOM PLATE NAILNG PER SUNAR WILL SCHEDULE TJI BLOCK. BEAM PER PLAN HOLDOWN STRAP AT CRAWL SPACE 3/4=1 1707006170 -29 TYP. WALL CONSTRUCTION WIRY WALL SHEARING PER SCHEDULE DOUBLE SILO BOUGH PLATE NAILUG PER SHEARUALL SCHEDULE BLOCK. AND FILLER BLOM DOLNLE JOIST OR EWAN FER PLAN ® HOLDOWN STRAP AT FLOORS 1 0 DRAG STRUT CONNECTION 3/4° =1-0' 17070- 06110 -28 3/4 ° 4-0° 17060. 0661030 _ I UPPER WALL TO LOWER ROOF CONNECTION 3/4W 17070-06170 -31 STANDARD SHEAR DETAILS & SCHEDULE 3/4=1-0 NOTE 115E 058 ON ROOF TRW6 PER PLAN WITH SHEATHING PER SHEAR.. SCHEDULE 16d TO MATCH SHEAR - WALL NAILING EtELGW 2X17 WITH I661 TO MATCH SHEAR.. NAILING BELOW INTO TOP PLATE PANEL EWE FIELD NAILING PER SCHEDULE TY, WALL CQbTR1CTION WTH WALL SHEATH. PER SCHEDULE O INTERIOR SHEARWALL TO ROOF COND. HOLDOWN STRAP o FLOORS 3/4=1 1700008100.06 1701006170-20 fl)6d d NAIL s 4' oca EA CUROGGER B d NAL • b' of TO TOP CHORD BLOCK. be EAErf E53 TRIM 2:4 HACKER FOR BARE NAIL THREANN STOP SHEARING WITH 16d 2c4 OUTRIGGERS s 4 04 URTH JOIST RAMER • TR55 GABLE END TF3156 A35 QP FHL SiEARWALL SREDILE TYPICAL ROOF CONSTRICTION TIP_ EXTERIOR WALL CONSTRUCTION IBM NALL REAM. PER SCHEDULE PLYWOOD ROOF CONDITION SHEAR WALL ®GABLE END 3/4T -8' Dofrit 17000.06100 -19 SHEAR WALL © EAVE 3/4°T -0° a, STUDS AT EACH STRAP BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE STRAP PER PLAN SHEAR WALL SCHEDULE 1 I/ THIBER5TRAND L. RIM BOARD PANEL EDGE H FIELD NAIL. PER SCHEDULE TYP EXTERIOR WALL CONSTRICTION W. WALL SHEATHING PER SCHEDULE TIP. TJI FLOOR CONSTRICTION 3 PLYWOOD ROOF CONDITION 17000 - 0810018 3/4 T-O NOTE ALL INFORMATION ON THIS SHEET IS NOT NECESSARILY MCORPORATED INTO 17000- 06100 -04 17000- 06100 -05 TITLE JOB 50. SHEET S2 SHEARWALL SCHEDULE 02/08/Q0 5P 1 3dL1 115 9 Q 1 3du 11VN VNI1IVN 3703 BNIlIVN O131d 9NI>0019 3003 41109 BOHONV 31171.1 1l14 BLOCKING TO TOP PL, NAILING 2x JOISTS BLOCKING TO TOP PI., NAILING TJI JOISTS BOTTOM PLATE NAILING dfi Dd ollona3a L9' n 0707 319Vf11O1't0 CA_4 C,2 -1 G2-4 PI -64. PI -6 PI -4 PI -3 PI -310 V2' GLLB SIDE OR 5/8' GWB CIE SIDE 5d COOLER FOR I/)' r v r v .o a n .., m a r V r V V n c VV V _ (0 YES YES YES YES YES YES YES YES YES .YES YES NO 5/8' • 48' 5 /B' a 48' 5/8' • 48' 5/8' • 48' 5/8' a 48' 5/8' • 48' 5/8' • 32' 5/e' • 24' 5/e' • 6' -5/8' • 16' 5/8' • 12' 5/8' • 48' 535 NAIL • 42' A35 33 20' 20' 20' 14' 12' .5 CLIPS ®T 435 CLIPS e5: 12' IGO • 12' Ibd • 10' 16d • 8' 16d a 6' 16• a 5' Ibd a 5' 16d • 4' 16d • 3' (2) ROWS 16d e - 4' lL ROILS 16d • 3' Ibd • 5'. 16d • 12' Ibd • I0' 16d • 6' 16cl e Ibd • 5' 16d • 5' 16d e4' 16•1 a 3' (2) ROWS %d., DEL. RIM (2) ROWS 16d • 3' �T�D Ibd • 5' 108 PL 125 Pt, 50 RP 240 F'L.F '0 PLF 450 PLF 545 PLF - 100 PLF 900 PLF 202 PLF I/2' GU5 TWO SIDES OR 5 /8' (,SE TWO SIDES 6d COOLER FOR 5/8' 146' 0.55. ONE SIDE `USE 3x STUDS PANEL EDGES PI -2 P2-4 P2 -3 USE 3x 5ND5 W 0515 TWO SIDES STAGGER SHEATHING. JOINTS W.k2) STUDS • PANEL EDGES IWEYERJ.USER ,HdfAeOARD ST '...O R EQ1AL ca-m. H T J Iii _,- - _ -�- In HE _ ' , 21 rn zi T � r r SEE FOUNDATION SPEAR UL&1.5 FOR ALL CONCIFTE HOLDDOINS. � I d 14 i I i5 i• I LOWER SHEAR WALLS Scab IB' =1'-0' AM- Sala LMULISONT FOUNDATION SHEAR WALLS Srals V8' =I' -0' 1M L SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOW POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFEREE BY KICKER i a HOLD DO. WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx __ HORIZONTAL STRAP WITH SIZE DESIGNATION INDICAS BEAM TH INDEXED TE NUMBER GALCULATI. WI ♦ —•• �' •• EXTENT OF SHEAR WALL TYPE OF SHEAR WALL T_. WALL ABOVE PEMDZZOC WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. MAIN FLOOR SHEAR WALLS SHEAR NOTES ISLE55 OTHERWISE NOTED DESIGN CRITERIA L SEE CALCULATIONS FOR DES10 CRITERIA GENER4L NOTES I. ALL SHEARUALLS 51-101N ON TI-E FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY 51 -lalN SHADED). 2. ANCHORAGE IS FOR 51- EARUALLS(PANELS) ONLY, WHERE PORTIONS OF 51/4 : 5 ARE NOT DESIGNATED A5 SHEAR PANELS, NAILS MAY BE SPACED a I6' OC1MM) PER TABLE 23 -T -Q 3. WHERE PORTIONS OF MAL 5 ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOUJ MIN ESC. REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOUN LOCATIONS. 5. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOUN, STRAP, AND CONNECTOR FOR TT-T "LR INSTALLATION 6. ALL PLYWOOD OR GYPSUM SHEARTU&LL5 SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER 5C1- EDULE. 1. DO NOT OVERDRIVE NAILS MO 54-EATHING. a STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED 51-EAR WALL PANELS UNLESS PRE- APPROvED BY THE BL" LDMG OFFICIAL ROOF E FLOOR 514E41 1 ROOF 5HEATHMG_ 1)l6' 05B APA RATED SHEATHING (24/0). LAY UP W/ MINIMUM I /8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION NAILING SHALL BE 511 AT 6' oc AT PANEL EDGES AND 12' oc AT MTERI-EDIATE SUPPORTS. PROVIDE EDGE CLIPS s 24 O.C. • ALL UNSUPPORTED EDCCs ALLOWABLE DIAPI -%24M SHEAR =180x082 =142ps5 2. FLOOR 51-1EATHING: 3/4' CDX 54G APA RATED PLYUIOOD (48/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SFECTFIC.ATION 4Ff. 0'_ PROVIDE TAG EDGES AT LONG PANEL =Tr 5- NAILING SHALL BE 40,0 AT 6 oc AT PANEL EDGES AND 10• oc AT NTER1EDIATE SUPPORTS ALLOWABLE DIAPHRAM SHEAR•215x0B2 •TTTpeF 3. PLYWOOD SHALL BE LAID W/ FACE GRAM PERPENDICULAR TO SUPPORTS AND END InEEILMILINIT UPPER FLOOR SHEAR WALLS Scala IB' =1' -0' lairstiota SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS 6 a TITLE 405 5Q : 9908E23 BASE, PLN B200 -023 1997 UBC SHEET