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Home My WebLink AboutPermit D2000-153 - FOSTERVIEW ESTATES - LOT 4 - NEW SINGLE FAMILY RESIDENCEFosterview Estates- Lot 4 4206 S 137 St D2000 -153 Contractor License. No: DUJARD*204L0 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMI T WARNING: IF CONSTRUCTION BEGIN'S BEFORE APPEAL PERIOD EXPIRES, APPLICANT I'S PROCEEDING AT THEIR OWN RI'SK'.. Parcel No: 261200 -0040 Permit. No: D2000 -153 Address: 4206 S 137 ST Status: ISSUED Suite No: Issued: 07/28/2000 Location: Expires: 01/24/2001 Category: NSFR Type: DEVPERM Zoning: Const Type: Occupancy: DWELLING Gas/Elec.: GAS UBC. 1997 Units: 001 Fire Protection: Setbacks: North: 0 South: .0 East: .0 West: .0 Water: 125 Sewer: VALVUE Wetlands: Slopes: Streams: OCCUPANT FO'STERVIEW ESTATES - LOT 4 Phone: 4206 S 137 ST, TUKWILA WA 98188 OWNER DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA 98206 CONTACT JOHN KAPPLER Phone: 425 -641 -5320 14311 SE 16 ST. BELLEVUE WA 98007 CONTRACTOR DUJARDIN DEVELOPMENT CO Phone: 425- 324 -5018 PO BOX 1059, SNOHOMISH, WA 98291 4• k****• k' k**• k• k*** kk'. kk;+ ik4• k' k' k: 4' k' k• k*•' k• k• k' kk* t• k' k• k• k *•kkkk*k:A'A'AA *k *4A•k:kk:i•kk: 4****Ak:k•bAA•A *A * *Ak:r:4 Permit Description: CONSTRUCTION OF A NEW 2,246 SO FT SINGLE FAMILY RE'SIDENCE,, 503 SO FT ATTACHED GARAGE AND 139 SO FT COVERED DECK AREA. (BASE PLAN #02000 -046). PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS, LAND ALTERING AND STORM DRAINAGE. PROJECT ON VALVUE SEWER -;AND WD #125 WATER. *; 4: 4*• k• k• k' 4***• k*• k** k: k• kkk: k***:k**A' 4. 4****: k' A*• k: 4• kk• k' kk*****• k**• k• k• k * **•k *k *'kk•k*'A** *•k *'kk** *** *k Construction Valuation: $ 204,872.74 PUBLIC WORKS PERMIT'S: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut/A;ccess /'S i dewy l k: /CSS : Y `Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 60 Fill: 114 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 *' kk• k• k*** k*' k' k •k*'A'A'4A:4*****•k *'44 *44 *:4** *'4'444'k4* 4k**• k• k4k*• k**k: 4* k*: 44 '4*4'4A'A *k.k4'4 *•kkk:4•A**k'44 TOTAL DEVELOPMENT PERMIT FEES: $ 1,728.25 • kk****' k• k*•k' k*' k* k******: 4** k* 4kk* 4**** k *k**kk* *kkkk **k*k**k***kkk'4*k d• ** *kk* * **kk *A*k *** Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work: w i l l be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to vioiate or' cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain t h i s development r Signature: Print Name: (206) 431 -3670 Date :71 Date — Al5E T h i s p e r m i t shall become n u l l and ',/c i •i tf the tJ ri. 1:: he t. commenced 'w i th i l 180 day' from the date of i__uanc:e, i'( the w':'i i_ :•_,SGer'd':d cr abandoned for a period of 130 days fr nr the last i _pectic• . CITY OF TUKWILA Address: 4206 S 137 ST Permit No: 0200D-153 , Suite: i Tenant: Status: ISSUED , Type: DEVPERM ' Applied: 05/25/2000 Parcel 4: 261200-0040 issued: 07/28/2000 $,A.LAAA,AA*1,4.4.**L**A.AAA*AA , ' Permit Conditions: L. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. Engineered truss drawings and calculations shall be on site ,and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 3. Any exposed insulations backing material shall have a Flame Spread Rating of 5 or less, and material shall bear identi- fication showing the fire performance rating thereof. 4. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition) and Washington State Energy Code (1997 Edition). 5. .Plumbing permits shall be obtained through the Seattle-King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296-4722). 6. ,Notify the City of Tukwila Building Division prior to plaping any Concrete. ,This procedure is in addition to any requirements for &pecial inspection.' 7. All wood to remain in placed concrete shall be treated woOd. 8. Validity of Permit, The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 9. Electrical permits shall be obtained through the Washington State Division of Labor and industries and all electrical work will be inspected by that agency (248-66)0). 10. There shall be no occupancy of the building( s) until the final inspection has been completed by the Tukwila Building Inspector, 11. All mechanical work shall be under separate permit issued by the City of Tukwila. 12. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 13. AkAlt PUBLIC WORKS least 24 hours in advance. APPLICANT SHALL OBTAIN A WATER CONNECTION/WATER METER PERMIT FROM WATER DISTR #125 @t206)242-9547 AND SANITARY SEWER CONNECTION PERMIT FROM VALVUE SEWER DISTRICT @(206)242-3236. APPLICANT SHALL FOLLOW ALL THE CONDITIONS OF FOSTERVIEW • ESTATES PLAT L99 -0018, SEE SHEET 4 OF 4 WHICH IS ATTACHED ESTATES PLAT APPROVAL. SHALL BE MET, SEE L99• -OO18, SHEET 4 OF 4 WHICH IS PART OF THIS SUBMITTAL. ALL STORM DRAINAGE PIPES • SHALL. BE ASTM -D 3034 PVC SANITARY SEWER PIPE WITH GA'SI::ETED JOINTS OR ADS N•• 1 2 PIPE. 14. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities . 15. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 16 FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND '_.TOCI':PILES THAT ARE 11.i:1V`OR SlEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWOPK:ED' FOR GREATER THAN 12 HOURS, DURING THIS TIME PERIOD, COVER. OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORIEU MORE THAN 2 DAYS. COVERED, MATERIAL .MU:I I BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMED;±IATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY :;EROSION PREVENTION AND. SEDIMENT AT LEAST MONTHLY. ALL. DISTURBED' AREAS OF THE SITE SHALL. BE PERMANENTLY STABILIZED PRIOR P TO. FINAL : APPROVAL. 17 .Work# affecting traffic flows shall be closely coordinated, with the City's Utilities Inspector. Traffic control plans .shall be submitted to the Inspector for prior approval. The Land 'Altering Permit fee is based upon an estimated 60 .c.y of CUT and 114 cy of FILL. If the final _ quantity exceeds this amount, the developer shall be required to calculate the final quantity and pay the difference in per mit' prior to the Final Inspection. 19. Any material spilled onto any street shall be cleaned up immediately. 20. ;Work, affecting ;: traffic flows shall be closely coordinated with the City U t i l i t i e s Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. "1 . Driveways shall: comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of five feet. 22. The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. Project Name/Tenant: rovlif r ViP.c)) E5W-CS Lot 04 Value of Construction: Site A dress: City State /Zip: 20 (o 53 u 137 i Si Tax Parcel Number: 02(4 ',zoo - OD YO Property Owner: DJAai lv bP_IOPrrt; r — Ca Phone: ( 45/ , T-33Y -501 Y Street Addr s• City State /Zip: 1 I 5308 Evened-t, I.Jfi Yea C, Fax #: y as • 33y-r 5by / . Contractor: D J a rd i,v I JP.SIPl i pMcr F C Phone: c -k\le. Street Add s: City State /Zip: A-3 a-boV Fax #: ai93 ■<.— Architect: V' pp1cr trchi I-ee,1-5 i ,s. Phone: L+a.5---co 41 - 532.0 , Street Addr ss: City State /Zip: I `f j l OE )(- bi / .1)etioc; /alb °1 no °7 Fax #: kt - ( q i - 5,31 Y Engineer: Ett''tc_ rIte fou Phone: cf - 771 - (p2) 2_ Street Address: ' City State/Zip: : )SS 7(o five b) O ptk 6 Fclmo, d.5 (�i9 9OZ4. Fax #: Lz - '175- n 22.3 . Contact Person: Kappler- fri s P S. y Phone: G�- n✓c., kv Street Address: ' City State /Zip: Prs aj\ v Fax #: Gt v 1... Description of work to be done: N 6Fk_ Frbrn. c_. Plan tray I. Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: U Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 22.41e sq. ft. Dwelling 1SA sq. ft. Covered Deck(s) 3 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)__/ *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. R STAFF USE ONLY Single - Family Residential Permit Application CITY OF TUI._ .VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ❑ Channelization /Striping ' Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone • Hauling A Land Altering: ® Cut (6 0 cubic yds. 0 Fill 11 cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public .Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Dattllca n a epte SFPERMIT.DOC 2/13/97 PLEASE SIGN BACK OF APPLICATION FORM ' PLICANT ; REQUEST PUBLIC WORKS S ITEICIV(L,PLAN R OF THE FOLLOWIN x ;' .. (Additional reviews shall bedetermined ,by ;the.Public,Wor Department)f'.r`.>' 4 sr r =. rte Date ipticatlon Project Number oo w.�wwvnwe Size(s): Appll at taty Wale) BUILDING :OWNER .OR AUTHORIZED , GENT: ' Signature: _ y Print n met • 0 1_ 1 ' I I e , - ` • Date: .22- t .. Phone: Fax #:. Address: 49 ' ' , -, a City /State /Zip: ALL SINGLE - FAMILY RESIDENT L PERMIT APPLICATIONS MUST : UBMITTED WITH THE FOLLOWING • DRAWINGS PREPARED B .. REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢• ALP. DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County in ❑ 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 in ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction in ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized 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. HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2 /13 9 z w re 1 _J 00 w f � LL w 2 g ? co = w t- z �. t O Z ~ w U � o _ I- wW I I - u- O w U 0 z t A_ + " "itd } . ,tin • ,.r{ •��.. V :A*k4A.1 **:1 AA k !•Ak:k *'e* *A ,A *;1 :h *A•kkA A hAAAieAk:H.:1•*t•AtA *tt A AlAA*le* 1 T It1ll�ialtiil.7. st *fitA� A P. A a •k •. :t:A r* **A+:•.` *1A 4*4A1 *AAh k•h A*AAAA:*h. TltAI' 5MIT'; �lumk' P 9f100333 `.;�imc ; 1.,::.;28.25 07/2V/00 09 A 0 i P;a'/ I(.nt MO r N:0V.ti' r. -HECK Notation: i uJI a [N 0EVE1 or' :tni t : TLO P6:. ii i t: lLi.; ln000 153 Type:: 1)I•t'PEI M DEVELOPMENT Pt:1,l'iI Parcel No: 261200 Site ' Addrr su: 4206 S 1:;., t3•F 4'itit_tl i war" 1.720.15 1'ct;i1 ALL Fitly„ 1,728.25 Ilal a c:e; .00 ; A• kdA•A•f•!h*•Ad'A- *A* ** *•k* *ykPA *.*k *k *•k* 4A-k a• ! :**'r *A*-4-:1hbk•4A*s'• *•A.tik A *' Description Amount i�ccnui� +� t'ad ,000/322.100 BUILDING RE:1 1.,181.75 1.,181.75 ,000/345.030 PLAN CHEt1; -.UTILITY 20.00 .000/0.E16..904. sTf11.E BUILDING SUPCHAPGE 4.50 .000/342.400' .INSP. FEt ... UTILITY :41.2/:..!42.400 viol: (C:E STORM ttf`AIN 15.00 000/32.100 LAN). ALTERING PERMIT !"I:.: 54.50 00 / ,i f3:..10 �_L.�A'-,CI Cal.'t :Eta ]ING _PL.i t C iECI: ... .. _5 _ . ;3 0 07/331 9710 rN tuv {d;:.4..w ti ff 4 ...,� :. � 1,1„ re U Q CO u tu W uJ w 0 g Q, co uJ g : . O N` G I— W l!J ` U. LI O 9 >41 il. ************************ ****I********************************** CITY OF TUKWILA, WA 24)00— 15.; TRANSMIT *************************************** ************************ TRANSMIT Number: R9800290 Amount: 400.00 05/25/00 10:57 Payment Method: CHECK Notation: DUJARDINE DEV Init: WER .''Permit No: D2000-153 '.Type:'DEVPERM DEVELOPMENT PERMIT Total Fees: 1,986.25 This Payment ' 400:00 Total ALL Pmts: 400.00 Balance: 1,586.25 .. Y.' , Abcount. Code Description Amount • . BUILDING - RES 400.00 P,gject: ME r g.V f, vi L.o r V Type of Inspection: f , ,,.' 1 t-.- \ ? E r, 4011, 1 f ZO& s ' I37 sr D /o i Special instructions: Date / anted 1 a.m. ` p.m. Requester: e Pho : 4417 s-- 330 — 9 (0014 INSPECTION:. RECORr nspe Approved per applicable codes. COMMENTS: Retain a cti _with permit '' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Roof n/St/ /m' 4p1(1411 °4/ (. A Z — pe, -Ne* r Date. Corrections required prior to approval. .23 p 7.00 REINSPE S ION FEE REQUI D. Prior to inspection, fee must be paid at 6300 Southcen er Blvd., Suite 10c. Call to schedule reinspection. Receipt No: Date: "uY Y '+�r.#'k"5L`` ; �� S t�`f " n �'$r'rr 3�, u•�'� '� 4v (. .�9 �• y , .. i. ae '. !`� J. � t..v., o,.u.av w..':s..::.cf :.'i:l�,.�a. ... u..„:' �Sn. 1f. 1•..;.. Ix+.. w::.' �...: c�. i:: s. 1+ �5c.. t<< u` �.. ��Il.' �. �'. Y. .rw'r:s��,."i.'.ys...ti.r..;[:J �si4,Js'.tic�rt uat "r 4i i e k}a'.aJ! a:4 Ja, Project vs- Fe Type of I specti 1 t - v _- .. Address: Yd-o (0 5 / 3 - 7 -t '` S-& Dat called: 6 f � /0 / , Special instructions: 1' / Ke y) et n• m t � - !� r 1 q Date wanted: a.rri. la 10 I p.m. Requeste r jC0 T r Phone: ( ya5) 31q —a (07'7 . CAS INSPECTION NO. D Approved per applicable codes. .i , INSPECTION RECORb °< Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: f7/( b/n( . ' k - 7/(0/0‘ Inspector: aV Date: 1 /( 0 1 6 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: f t Ff. 14 , a fll•. X11♦:' �.+ d� ` ". e... o.:I.J? .'S✓G'..9ui!Ns..0. _�_�rYn: r .•. ._!.*"':.z: r'.��' mo - )_S' (206)431 -3670 Q • Corrections required prior to approval. riaLy d ,c: �:fia. yr l.. 1144.k.i. +W.,H .;w11 i•iii »;., -' 441AL..LidiZt tbtIU Lis ¢ iy r,.Adr.,+k4:tWo, re 11 4 U U0 co Cy to w 0 LL Qi . • d Ui I-- 0 Z ui 2 O N ' ct 1U U = , O F z P ject f os + er V CiJ La T f Inspection: 1 ;rat Addrosk to ` 1 3 7 • ,D1 D Co 7 ate c ed: fo( Special instructions: Date nted: / a.m. CQ Z Ce /O1 p.m. Re ester: - 1h rtl Pit- 3-30rcllooy .. + +�• TLm�¢l�ti `�ti24:.SSLii INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approv d per applicable codes. COMMEy(S: R 0 4 G 64 . 17201")3- 1- 3 PERMIT NO. (206)431 -3670 Q Corrections required prior to approval. fr' • t././d(-- n /27 < Inspector: Date: l I n $47.00 INSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .. :44S±144 «i `binwk :sa ' `ilaii?x ;pa c'X! W c..) 0 0 N W . 9 W O Q , co 3 = d ; I— W o z 2 uj U O O N 0 1 W W ' 0- 0 z Project: 71J u ht) Type of Inspection: ,sl `A ac k r( Address: t ' ?alo 5,1 Date ailed: 3 /3 v/ Special instructions: Dat wanted: 5 /01�U� a.m. p.m Requer: Phone: 4i ?5- 33o - %og )1-1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECO .. Retain a copy with permit ga ;Jr, PERMIT NO. (206)431 -367 El Corrections required prior to approval. COMMENTS: 4 Date:: 14 I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t _ ^•t1 n.t''jnMA,r;y ..1":ptZ.' j f",!' , t p! +xOrt)': lk.a 1,4414,4: «4' 4 4 4■,. ud n: a AO •* *4 r'1S3�i b,?ans� i++jk =asl Ii:tW ix:; .. > r AY• Uklr,�u,mz.ti�t'rUr.:Ar %tla4�S'w' fy`,'J�L Z I CL 0O ` tD 0, CO W N LL; W O g — 0 Z � 11 0 1— W O z U N' H �! O Project: rr Ti� �I ti °w L rl Type pf Inspection: / r)oo ^ l+AS% la -i i Address: i- 2 S 13j S+ Date called: 3-5-01 Special instructions: Date wanted: a.m. .c�_0 1 Requester: (o ars, Phone: 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. X000-153 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: / oqirc9! ` a f P Inspectof Date: S q ` l $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i =�t •:- riYn4'dttiiS�rHUEiliEt SFbp. V.4. e1V4... P,J6 NJ4'kj yy,4 W.ii6 14.4 Project: , . r 5 _Y Type of Inspection hna-/ 5/,€. V Address: (� to S , /? >'� S f. Date called: a / Special instructions: 191- Li Dat wan ed: .1 j ] a.m. Regpester: Phoon aj°' 33o- 9eoL INSPECTION RECD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D2MD- /s 3 PERMIT NO. (206)431 -367 IK Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Fra WA; rA — 01 in� Yo tied C OY e c.,'\ t ova S C r) >-n C S ■P r Gal t \ Y�rt t \ t hf '.. ft) Vect 1 �,r 3fei�o:'tk 'n '.::." 676E1ikals'$ ' ,,tmitl i",kkgs` ..`:r.'r�3alfSr."r' Inspector! ' n n Date: 3-9-0 ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 401'"ti�'kY.ifi .axr'G.+ iflf .4:1 »:v`Mk ° a'J:xJ W ' re 2 0 0 ' c; COW ` N LL W rL a D = 0 ' 1- W. Z � I- 0, Z U 0. W a I 10 ,Z i U � Z Project: ..r''— r - 12'� v r ,. T of Inspection: ..... � c✓1 ..,:;....us, 1► --ler 0 >' - � Address: ti2t S / , S4 Date called: a) 1/4 Special instructions: Date wanted: 3/2 la a.m. c . Requester: � M'1 r r.�l on Ph INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ❑ Approved per applicable codes. ?aov -1,53 PERMIT NO. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431 -367 Corrections required prior to approval. COMMENTS: Dv... 4,7 Inspector: Date: 4 ?/ E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: • ..,.:..3 L'wi'S'dokarSa11 1, Pa4., dvivl8iivaet +��.G'risiwti naMatw,e..tn5.A., lS nDi3xn .;�.. V O' cool co W W O cg O; Z F-! V O W W H Vs IL. !" O. ti i Z' c.) 0 Z COMMENTS: T of Insp of n�-�j I!/j't 1 t Add s• t .... m.i 1 4; 0 si `" 01 n 1 WCt l(5 Requester: `-f Lc, \) -Pr . o -0 1v Q1 4► tA). A t�; iJi- 't romi n rc)\ . �.e, v,�, - \� 10 y . - OC C OV(e(4 1 k « h S . P ject: r I/ 9 T of Insp of n�-�j I!/j't 1 t Add s• t .... m.i Date called: Special instructions: Date wanted: .. 3(7/a i p� m Requester: `-f 0- pproved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -36 Corrections required prior to approval. Inspector: Date:2 ! u; 0 I $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: .k. 1]-.2 itiiaktUlta S A: "+. 4,1' t44^ uu2.3UlJva. �,*seuti vJ'.N'•ClY la4)Y)�4i AtiGiul „'#A ,,W4%404 A4d4 44:4 4.e. ".i COMMENTS: 1 • l )11 wa oc •SINrrir t t `4- ( � G lnor SSew�Ll y Y ,1 - S i 0v v q re4 •2. - rc K'r to Address: Mk i s -Yovv\ vv)4f 8 ra 14A L4 .p 4 i1 rLSUec ]"e. Special instructions: 'C. LOD b S } 3 s - i- 100i . - 1111S IRusJP.- r\n s ('collie c;ApS ,ci\ec,, wa I k5. %P s ul 4 Q ( v` \r1cfrc4t(r -'n • rN wok 1 s � I h ( Ai ) P (A (' S Project: i ` r/rwaAA) Type of section: r e - 0-Rim i• 1 Address: Date ailed: D o7 -- X3'7 P/ Special instructions: 'C. LOD b S } 3 s - i- Date anted: �� a.m. P•m.� Re Phone: 425 -330 &oy Etsau t :a die: INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ❑ Approved per applicable codes. ,I 0 PERMIT NO. (206)431 -367 Corrections required prior to approval. Date: a 2E3 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . 5exastuta..1 , 4;•iv ;..if.UR re c) 0 :` co CO w O 2 = d w Z o , W W I r- •Z � _ o z Project: /�'' i 7- Asy..?"1/GccV ....7v--, T ype o Inspection: '7 V Address: , X37 v p. Date c I led: c:2/) 0 / 0 / L' Special instructions: /0A tip //,/L, -,, Date wante : 1 ,a.m. Requester: ,), ,Ciitd n — (52-- / e-a- a( Pho : . H 1 Al/I � i'Q, .tit a 45 U Approved per applicable codes. Corrections required prior to approval. COMMENTS: ..Lb 5 . emi b (14,Ci ,x,4.,„,. /0A tip //,/L, -,, 1 ` ' z 1 , S S f/, G `.. ,), ,Ciitd n — (52-- / e-a- a( Al/I � i'Q, .tit a 45 c 4 t�i y `he `® ,0O ��OL)r- A /a J .I to O3-i '.: -0 ( "-el( If) TW a hat, i,4.2,,, ,`A 4; ",-s-. 1 -___._ i .tom J INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431 -36 Inspector AC V � Date: 0 $4EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. Receipt No: Date: eta.nktfw £fi ei rG'xY: w�a 3.tk Proe t I � J I ,L_ / . c j T ype of Inspect' Addre s: i /�.. tif ) 5, /17 Date called: tj Special instructions:. Date wanted: m:+ ? ' - /?4 a. Requester: Phone: COMMENTS ?) T �, (1S )S- t) /� ( 7;) ,g t- A..4.4:44. 14 J k . 14 Ant ! 7-c, ,, i, 0 1-- / r r de„/ /` � 4-0/1.44. 2 i1 / %a /.7n ` /' ,o / 4 /, , �Q l'�1'' ��fc $ c .,- .,,,/1 s 74 5 -,w, 1.4..4/8 401 e .P1— etraz.1--- // ,S g I ,''f S1-' --7, S .ly , "c. L-Gd ti C /_ ,.x-4' 14 "14, J � / 4 c4./...6, /t £ 4 .,/./A p ,,. /, ), , li (.de a 41,'L , Inspector: I INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -36 U Approved per applicable codes. JQrrections required prior to approval. Date: 0 $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: ce 0 to 0 W ; N W' W 0 g J co 1— W ,. K H 0 z H! u u W 11 Z ' w t ;. 0 VI e/ I P 1 l , Loi L 1.1c- Type pf Ir/lsPec 14/ . K '- - ) t A . . rig 'la/ t413 r iebsl p 5 . i . Date called: 2... i o 1 Special instructions: .... _ Date wanted: q 6 / i Requester: 660, LI Phone: V*.e.ift INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO.. (206)431-367 Receipt No: Date: Approved per applicable codes. orrections required prior to approval. COMMENTS: Inspectol Date: 0 fl $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. fri'MV.It:4511"347,1:1' ,174:411?AtelaVellea el,t246t it t bai 3 dSoaraawawnt:Uso.olirdaas..44.M.....*Iale.w.0.1....01 4 . + 22; 4 47;;4■4 • ' A14, .P.torriito A■Livilit4Ma.V,414 l 4144 4 1 ft:;, Pry,! i P4 (J ii3O TYP cif Inspect: q . e st�U/ S • f.3 t1 � j � Date called: 1 67 Q Special instructions: .G Date wanted: 7 / �a.mom, 1 ""1' /U V P. Requester: coh Phone: -601a .Approved per applicable codes. 'INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - ` Date: Corrections required prior to approval. COMMENTS: v- r (.t ) i t�1 ?? y/f.1 -ea I\Jo*c For S. h"1 Pr I fir c Ist`'Ur w 1 1 5 S� P Oro. o. (a ho A- (l o •J \ S I ( C'! tAia I 1 C Inspector:'�2� Date: L ` do Receipt No: *'te!Ig rt ialvA a &Eme'' `t a 'Oitr , f; ' w dD. At*cpb .4.4.• eta YiYrf iW?aiktit'i+i I r>waltr�, :i?+ad� r+ rV stab : x r, ?i,)4 ,n,i6c� r eck — Lof - `- pe Ins t rvlti (C\ C4 het�hin� Nut A ' lD0(o S I3 3 - Date ai i \ /z'7 f 00 Special instructions:; i 1 Date/anted/ Date anted -K. " a:m. «�3n ((�I Reg °t.' Phone: -- . C " ,p - 3 19 -- S.2Z /," INSPECTION RECO a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 W proved per applicable codes. COMMENTS: • (206)431 -3670 Corrections required prior to approval. Inspector v1/4 Date: 1'` f $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 rA;c w+ rtifan`�Ye;1x+�.t t*:S' ;«a si ai&7.'w..o.VwkFvor+ a k.h.i44.4 00 coo W� w0 g J a w Z O 0 �:.. 0 N, 0 I- 2 V 0 • III Z '. N ; 0 Z Pro ect: - -, 5 r _ v 1 C`v �-o�' �{ Ty a of Inspection: Type rr - Ee.: S t . ' I' Address: Uk S I '37 5 - 1 --- Date called: Special instructions: A • Date wanted: 10 _. ....-- OCJ . a.m. Req ester: t OVI Phone: LID-S.; -- 336 - -1 i3 I INSPECTION NO. INSPECTION RECOi Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. 2 O - - 1ST PERMIT NO. (206)431 -367 Corrections required prior to approval. COMMENTS: Ins n c • $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: -Jr. N .:sou r. , 4, ; atilt - : +; . r+sla'"ia `. . � - ^. ^d .;. b. �. G,:" f-.. w. i. noa�,i.�Lwrs+e..,a+u`it,.w�..•J uia ,cal.: +,++�itWAaJL:3pi{.tit6te `d •`':i�6h 'sera nti�sa YC%:. dk U' �taM +gym �,A��rna'4ti -a{ W LI O 0 0 V) w u i u. a, = d ,. LLI 2 uj > > pf 0 t- W W U_. - O tU U - =1 O z Project: rr.;i r vjNij - Lc"i Li Type of Inspection• 1 -_c_; (t c O ci \r\ Address: Date called: 9 P4)—(70 L-) Ltr S 1 - cS Special instructions: Date wanted: � _ �� m. Re uhster: Phone: � — 1 \....L,io l P INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO (206)431 -3670 ,IKA;proved per applicable codes. J Corrections required prior to approval. COMMENTS: Inspector- 0 Q () Date: — ;7 $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: 444, Pro t: - eRl e r i ei,J 1 Le-t L Ty�pae�--of Insp ction i-'ovtiele,�- (ic�rr t / s �' Address: L/ZO4 S /37 Sr Date called: Gr - / - 00 Special instructions: Date wanted: mot 26-co a.m. 4 3-31_ 2 ) Requester: Phone: 4 25 -- 3 6 7/8/ INSPECTION RECO Retain a copy with permit INSPECTION NO. P.ERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /"4Z-7-be 6/7)446 Insp or AK' E] $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: •A al Arink "::r w`i ni.0 ^ �zd�tf -0w∎07/J4 =11 a 4. tivi. uivti'nf!+,4wl: *: :s:C.uYt+aa •tts +w ae,!, a r .j ate, ::cur Project:.._ .-, Type of Inspection: Address: ' �i 6b Ste, /�,� It/ Date called: Date 3/ D Special instructions: Date wanted: a.m. P.m. Requester: C Phone ❑ Approved per applicable codes. likObAdaMUINahAuafe INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA (206)431 -3670 E Corrections required prior to approval. COMMENTS: /6 3 t j < A " A --nu . A i S {A1 T a / ,) ,Ai, (, �n 4,1 . E -fa t1.E, c . (_Nk A.PA 'f7) d1t■ PUMA 11 . (rM -to ( 5•T u ? CD7 Inspector: Date: 0/ CV) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recet No: Date: ,,... ,. , .).411 0.12'4. as?sl" w4t7 'Ch694tltilel'w$;.�s3ihX:6`a `.ari 4 'r?J>r9>~vCti: 4d1 MS`. ,f'+'�Yai'M�z,.,w:'i.aai ".:.5"' >�i rJ.i6 aS : J, ti�zr? c+ iGil.'. w�nw :..:;1uanua.`.1t`a..„rsts:.; N 0 W ` 9 u. W 0 LL Q ` to � W z � ui O co 0 I—. U J W, r . • 00 Z ; u s H = 0 I"! z Project: (b * r v fe0 F: --c s - L pt--1 Type of Inspection: - t.N )-) GA Ccii ty P�.4. Address: L A CV 1 St Date called: J 7, - - 3I — Co Special instructions: +' Date wanted: a.m. Requester: Phone: ? Otr — : --5`.7 - ri D C ?, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA. 98188 1U/ Approved per applicable codes. INSPECTION RECO Retain a ropy with permit PERMIT NO. (206)431 -367 Corrections required prior to approval. COMMENTS: Zn $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: V:l 1.4:44 igtrw.th14r t,iuttt WrtA J I- no r 0 0 N � NW 9 co w 0 g cs W�. Z ►-0 Z D O NA '0 1- W W I t I O 1 . 1J Z O ! Project Address Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre - Firer Permits: Authorized Signature FINALAPP.FRM . Retain.^current_:inspection_ schedule_ Approved without correction notice Approved with correction notice issued 7— / / -o1 Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 - 575.4439 City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P Keefe, Fire Chief fvs^fc� Name fi C 1 titi+ 9 6t; 5 /37 A TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. a 00 f 3 z z re II V0 . N 0 1 J WO g Q N d . I- al Z � HO Z H, U D. ON O 1 - ` W HH LL 0. ill Z O H z 2000 I 53 Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON 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 �w 0 0 ' ...CO CO 0 UP w o; u. W Z' Z 12 0 u) '0 0 H P., O Z til v - : 0 ' ` J C °1` .901 KIRKLAND AVE STE B.1 • KIRKLAND \VA 98033 ( ")5) 803.2581 • FAX (425) 803.3289 INPUT NAME OUTPUT JAMIESON CONSL.,_,TING Consulting Engineering & Project btanagernent TYPICAL CANTILEVERED RETAINING WALL 35 EFP 0.267 Cf 4.67 50 0.67 0.67 0.67 0.67 a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 5.34 2.01 1,495 1,732 0.67 0.42 1.34 499 207 1,519 888 1,349 1,010 1,094 375 467 202 1.67 1.00 1.00 1,00 UNITS COMMENT # / ft3 ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # # - ft # - ft # - ft # ft ft ft ft .c , 2 5 G o r 5 . l / = 4 s / 40g' ' - CMCK F, oT N& sp,05 doetz. • : (g)#4 a_ //„ n= ,002 l 1= ,D3(7 Mix' l . 14.102 47(207) at 21 „OE NAME losr" . -wEw ,10E NC. ZO I et Ov 'DJ Z OAT: 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 o SH::T I (F&o g)#4-70F . J JAMIESON CONS .TING Consulting Engineering & Project Management y 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 '(425) 803.2581 • FAX (425) 803 -3289 INPUT 35 0.267 5.33 50 0.67 0.67 0.50 1.33 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # / ft3 Cf a w4 w toe heel H 6.00 Lf 2.50 fs 1,643 fs2 1,724 Lf /3 0.83 X 0.65 2Lf /3 1.66 F 630 Fk 180 FS 1.871 Mot 1,260 Mr 2,358 Mu 1,502 W 1,685 w1 851 w2 533 w3 251 x1 1.83 x2 0.83 x3 1.25 x4 0.83 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft �G = 05C0 Fsl - 140 K5/ Mu= /,5 ' /u /,U srEEL C{4 5P4/0 G/D/ A 0.4/47- d. _ 2311 y= izot5Crz,/ 1,7(18) 8) JOB NAME r 1 0 4 ,71 !VXV JOB NO. 2°0 I e/ 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 design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing BY L SHEET NO. Z OF (4 3 "GG2 ' if .� n q t n e �- 2 1P&O 1 — I � ll J & /b'D,G I V t 1C,I4Az '(()#¢co , Jr C JAMIESON CONSL..i ING Consulting Engineering & Project Management 'y41 KIRKLAND AVE STE B4 • KIRKLAND WA 98033 '^,) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 6 0.67 0.67 2,00 0.83 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT EFP Cf a w t toe heel H 6.67 Lf 3.50 fs 1,155 fs2 1,246 Lf /3 1.17 X 0.85 2Lf /3 2.33 F 1,079 Fk 654 FS 1.515 Mot 2,631 Mr 3,985 Mu 3,672 W 1,591 w1 639 w2 600 w3 351 x1 3.08 x2 2.33 x3 1.75 UNITS # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft -Pc= z cc Fs, KS l Alm= di" /4= (% r 3 ,,,) W- 4 @ g -, RND 1 '4 4-6 4 u 199 /4 51172/1)&,' rooThNG Sp�N5 1./0,E I ZDNIA L JOB NAME Fosf :vied JOB NO. DATE SHEET NO, 0= COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1,5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 11 11=1 I := I( Zo /0i • w N N • BY ✓i C r I-�iil fl =ll 111 /o`O, ci *4e 1l'lo, c, 1 'z j o eci s) 4 coiz (2)@ TOE • 8 /D � W! Jo : W W , W O g I— Ili LIJ 0 tA OF w W; H v" — O f Z ' z C JAMIESON CONS .PING Consulting Engineering & Project Management .,901 KIRKLAND AVE STE 5.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 '( r- Z5C0 PS / 7/ "=" 40 g5 / CS = 6' Z 14/ d 6 45- 0,371dr, , Nq- 4 G�o /r o. C, N N F //VD tl // / =Og- * ¢ G- /2' c, a= 2,65 t 5'.05' /J s PAI7vs /10Z1Z, L=22 d az - 4e,4- h= e" d. 42„ <t g or3 /g Z (3) 4 (a)-Tut<I, 1 / 4 �� r NAME OUTPUT EFP Cf 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 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft JOB NAME VIE JOB NO ?.0 J 0 / GATE TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing If X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing - ,�-- i r BY or,J SHEET NO,, 4 OF 4 6.o ti III = al\ 4e ` -4-12"011c, • o je6 x30` (7 , ),, ,2 4 1(0 • 'j C JAMIESON CONS.. -ZING Consulting Engineering & Project Management .,901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 % ^ S) 803.2581 • FAX (425) 803.3289 Z 25co ?! =40 xs/ d e' = 5,07 K' d'4" , = 0.37,E Z. del.s6.1(circ, r'= /AtD goe 4-s lZ no, C, u= 245/ (p Z5 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 8 a ft Height of earth above base slab 0.67 w ft Wall thickness 0.67 t ft Footing thickness 2.08 toe ft Length of toe 0.67 heel ft Length of heel H 8.00 ft Overall height of equivalent fluid Lf 3.42 ft Total footing width fs 1,314 # /ft2 Soil bearing if X is in mid 1/3 fs2 1,406 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.14 ft X 0.85 ft Location of resultant force 2Lf /3 2.28 ft F 1,120 # Total horizontal force FS 1.607 Net factor against overturning Mot 2,987 # - ft Overturning moment Mr 4,501 # - ft Resisting moment Mu 5,077 # - ft Ultimate moment for concrete design W 1,787 # Total weight on footing w1 643 # Soil weight on heel (120 pcf) w2 800 # Weight of wall w3 343 # Weight of footing x1 3.08 ft .. x2 2.41 ft x3 1.71 ft JOB NAME 7.gl/ «W JOB NO. W I 8 I SYY 1/V 7 - DATE SHEET NO., 1 OF 1 • • / tl /1/ it # rt S 8 5/P8.b (z> roP I �I��I f *4 c, 4&10 'rot C1 '� I l (). 4 Color " CL rz a: w NS ` � w w Q, ,„ z o z F— '. LU tu, V C O a o w wr I 1-- r - - Z U = ': o F- ' •� J AM I N ON ST ING Consul:ing Engineer C & P-oj ec: Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 4425) 803-2581 • FAX (425) 803-3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 10 0.67 0.83 2.25 1.25 NAME OUTPUT EFP a w toe heel H 10.00 Lf 4.17 fs 1,811 fs2 1,932 Lf /3 1.39 X 1.04 2Lf /3 2.78 F 1,750 FS 1,539 Mot 5,833 Mr 8,979 Mu 9,917 W 3,019 w1 1500 w2 1001 w3 519 x1 3.54 x2 2.58 x3 2.08 25Z Ksr # ¢ � K5/ -0 5 Al 9,9z d = 6'i 4.0,4/ 4-5 6tz&10 a'le) F//VD l rVg 4c12'l61r6I /f/fu= 2,45K', =125 # - ft # - ft # - ft ft ft ft UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft # Total horizontal force Net 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 10 0 3 "CL JOB NAME _FOS I JOB NO. ZO let BY V� DATE SH,ET NO. CD OF , • • (I) r - 4-4&/0'Orc, (i (7z I ci lz o sJG G 8 "or c, x 2-O &) cavr / t/ .1' 2 =3 S l -3 JC 901 KIRKLAND AVE STE B -1 • KIRKLAND «A 98033 ^ 5) 803 -2581 • FAX (425) 803-3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 12 0.83 0.83 3.17 1.25 JAMIESON CONS ....ZING Consulting Engineering & Project Management NAME OUTPUT UNITS COMMENT EFP # / ft3 Equivalent fluid pressure a ft Height of earth above base slab w ft Wall thickness t ft Footing thickness toe ft Length of toe heel ft Length of heel H • 12.00 ft Overall height of equivalent fluid Lf 5.25 ft Total footing width fs 1,850 # / 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 (12� pcf) w2 1494 # Weight of wall w3 654 # Weight of footing x1 4.63 ft x2 3.59 ft x3 2.63 ft z - 4=40 g_s' .s 4- =&0 f ( # 5 17z" ds" 4.53,A/ (p'/Orc, &C 1 /AID Jg 4 4& (2 '0. c, JOB NAME FO '7.. V I EW JOB NO. DATE SHEET ND.__ OF • ZO /8/ BY � N • e (24 ToP 1 1a t eizAtz ag 60 1 _ 4 3 L ' v v /2 • t ()*4- coN7; Hap- 0 co g w w i. J Wo LL < H Z LLI V 0 H _0 Z 0, w 0 0 C JAMIESON CONS -TING Consulting Engineering & Project Management ' -.901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge INPUT 35 12 0.83 0.83 3,33 1.83 NAME OUTPUT EFP a W toe heel H 12.00 Lf 5.99 fs 1,981 fs2 2,059 Lf /3 2.00 X 1.61 2Lf /3 3.99 F 3,120 FS 1.584 Mot 13,680 Mr 21,667 Mu 23,256 W 4,966 w1 2727 w2 1494 w3 746 x1 5.08 x2 3.75 x3 3.00 UNITS # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft A'!u" Z3 3K/ e" 4 =O74/AJ/ PAPD rosi z 4@/o/to,c u= 5.31 k' - C1/0" JOB NAME JOB NO. Zd let BY DATE SHEET NO, 8 OF € 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 •cf) Weight of wall Weight of footing . V (E W 3 /_ 41. tl N7 C4-r 4-G 10 i l h "cLeAz , z&o (� 5 "OrC 4X 3 , 0 ,E &lb orc (7) 04- cottir • Nr5 z 0O N 0 . co w N v_ w 0 g J; w Q: O ' Hu, F. ' H O z UJ D o' w w ti 0 Z Lir co 0 JC 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 1425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 JAMIESON CONS .TING Consulting Engineering & Project Management 7.33 50 0,67 0.67 0.67 2.50 NAME OUTPUT EFP Cf a w4 w t toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 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 /(b /t1UT vl,o /iv& Foora6 sP ktis (o z. - //ET of P EVE UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 7 . Z'COios( 510 Ksl a= 3,9 d=" 4 034 4e-S Fib ►�� " FO- # /h = /994 //=-6,75' JOB NAME JOB N0. DATE TYPICAL CANTILEVERED RETAINING WALL 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 g tt -� N 5"a72- J 3 0 • • BY SHEET NO. OF (g)/ TeP ► r )f z 4 , JC 7 / INPUT 35 0.267 JAMIESON CONS..JTING Consulting Engineering & Project Management 'p 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803-3289 9.17 50 0.67 0.83 1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel H 10.00 Lf 5.34 fs 1,854 fs2 1,885 Lf /3 1.78 X 2.01 2Lf /3 3.56 F 1,750 Fk 236 FS 2.950 Mot 5,833 Mr 17,206 Mu 7,647 W 5,670 w1 4038 w2 917 w3 664 x1 3.50 x2 1.33 x3 2.67 x4 1.33 z5n9 Fs/ Ksl 765"`' ,45= 0•47/4)Z P/VD , „ I2 d 4V0 C, i1 3,(7K/ 67S' /UO AlgT 5L(D/4 FwT /'JG ��- NVT p,' VV. ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 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 desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall _ Weight of footing 3''ag • BY SHEET NO. OF I 1?6S0 (4 1V? 11 1=1 I �II� I tl o � c, � i k ' c/.412_ c s L &s tcrc, 4k4u3 "ol' lotDrC, p)4.- cotir 0 0O ; ta 0; cn w 9_ H ; co w 0 2 I - 0 . z' I-0 z H: 2j 0 —' U i '-- II a p 0 iii z` uJ u 0 1— ` z JC `901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803.3289 INPUT 35 0.267 JAMIESON CONSL _SING Consulting Engineering & Project Management 11.17 62 0.83 0.83 1.50 4.67 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 JOB NAME JOB NO. DATE OUTPUT UNITS COMMENT # / ft3 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 12.00 7.00 1,850 1,969 2.33 2.91 4.67 2,520 228 3.476 10,080 35,033 13,821 8,584 6260 1391 872 4.67 1.92 3.50 1.92 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft -�� 25X Ps/ 4 = 40 ins/ X00 K.f 045) li gx /3.83K I= S " Ar- 0-41 /nl - 5 c 9 "0. c, ('6o) - /BUD '7L"2 4 &-9 Illu : 475 I-tr. 775' iv° iugr . FccirMIG p'4,415 ipv z, Nor cF p,4 V �� 3 CCg 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 iil .b -if-4)44:106e 'o.c, " Co) acv 'Jr • • q � / 10 4 �J (Nr5) • or p U; N S w ; 9 to LL w 0, g Q N 3 • = I— 11 H 0 Z H.. 2 uj O co 1— w H U 4 ; , 0 N 0 z . . •. WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99090 \ \9909022.WS Homeowner: Builder: Site: DUJARDIN PLAN #2246 Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 3196 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component BG Wall 2' BG Slab 2' On Grade Slab Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description BG Wall R13 Batt 2' depth BG Slab On Grade Slab R5 2' horizontal Floor R19 vented Joist 16oc Glazing @11% * *vinyl clr /air REFERENCE 689 10.85 PROPOSED 630 Btu /hr -F 10.66 kWh /ft2 -yr Reference Value X U -0.043 F -0.690 F -0.540 U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA 689.0 Value U -0.056 F -0.673 F -0.700 U -0.041 U -0.520 X Area = UA Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 07/12/80 HOUSE ID: 99090.22 Area = UA 270 11.6 28ft 19.3 114ft 61.6 1307 53.6 479.4 311.6 38.0 14.8 2733 169.4 1307 47.1 30008ft3( 192.2) 270 15.1 28ft 18.8 114ft 79.8 1307 53.6 340.0 176.8 µ WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/12/80 FILE: K: \ \KAA \ \99\ \99090 \ \9909022.WS Doors Wood 1 3/8 ", solid flush AG Wall R19 STD Lap Wood R13 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing Struc Mass HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: 'Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size ( %Over) : Annual Cool Requirement: Solar Access: PROPOSED DUCT SYSTEM SUPPLY RETURN Light Frame, Sheetrock walls Location PROPOSED Gas Furnace DEFAULT 78 % 61 % 0 Vented crawlspace Attic or garage 0.60 43682 Btu /hr 9998 Btu/hr(23%) 53680 Btu /hr 80500 Btu /hr (150 %) 169 MBtu $ 946 Integrated Spot & Whole House 0.0 () Btu /hr tons(@125 %) kWh /yr Partially Shaded Page 2 R- 8.0 R- 8.0 c:l+.�,t , eu.,.. wtia::`..:: .4arir'siuw.�FiJ.si:�dsren;.L,. sad., Yetiaa' stwutmu: .tie:'.i.ar�1�.7:i:ac.�l.uiNa;�. - '�.0 •, U -0.390 U -0.062 U -0.082 U -0.036 ACH -0.350 Proposed UA M- 3.000 3196 Avg Rvalue Surface Area 639.2 ft2 127.8 ft2 HOUSE ID: 99090.22 38.0 14.8 559 34.7 2313 189.7 1307 47.1 30008ft3 (192.2) 630.3 9588 N u (A W. W 0 Q N g. Z F- V o: {0 (n H uj Vr O • U 0 . 'vat Th GLAZING ORIENTATION Eff S Glz: 3.2% WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/12/80 FILE: K:\\KAA\\99\\99090\\9909022.WS HOUSE ID: 99090.22 PROPOSED PROPOSED South 85.0ft2 North : 170.0ft2 Southeast : Northwest : East West 85.0 Northeast : Southwest : Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 3 - ' app er 4 ssocia tms 4 rc i ec s JOB NAME: Dujardin Development Fosterview Estates Plan 2246 DATE: 1/24/00 JOB NUMBER 99090.22 BY: MJM Copyright 1994 WINDOW TOTALS ROOM NAME WIDTH (IN FEET) ( ) 1 HEIGHT AREA (IN FEET) (IN SQUARE FEET) ( 1 QUANTITY (HOW MANY) TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) MAIN FLOOR LIVING 5.00 5.0 0 25.00 1.00 25.00 DINING 5.00 5.00 25.00 1.00 25.00 KITCHEN 4.00 3.92 15.68 1.00 15.68 NOOK 6.00 6.67 40.02 1.00 40.02 FAMILY 7.00 5.00 35.00 1.00 _ 35.00 TOTAL MAIN 140.70 UPPER FLOOR M. BEDROOM 7.00 4.00 28.00 1.00 28.00 M.BATH 2.50 3.00 7.50 1.00 7.50 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 5.00 4.00 20.00 1.00 20.00 - BEDROOM #3 2.00 3.00 6.00 1.00 6.00 OFFICE 2.00 3.00 6.00 2.00 12.00 - OFFICE 7.00 _ 4.00 28.00 1.00 28.00 TOTAL UPPER 121.50 SUMMARY TOTAL GLAZING SQ. FT. 262.20 TOTAL HOUSE SQ. FT. 2,246.00 Glazing % 11.7% 7/12/00 9909022 - Glazing.xls Z re W 0 0 co 0, W = J ui 0 ! g a: Vi HW Z H O i Z F-! uj p ' ,O N 0 1- w wi I0 li Z . co U 0 1- Z Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review Fosterview Estates, Lot 4 Tukwila, Washington Dear Mr. Fowler: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology • and Environmental Earth Sciences April 24, 2000 Project No. T- 1515 -2 Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 - As requested, we have reviewed architectural plans prepared for Lot 4 of the Fosterview Estates project. The purpose of our review was to verify that the plans are in conformance with the recommendations presented in the referenced report compilation, and to provide additional recommendations as required. Project Description We reviewed the following plans: • Sheets P1.0 and P1.1, Architectural Site Plans • Sheet P2.1, Architectural Plan • Sheet P6.1, Site Section -for Lot 4 12525 Willows Road, Suite 101, Kirkland, Washington 98034 The project plans we reviewed, 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 and garage areas, will be at Elev. 188. The daylight basement level will be at approximate Elev. 175. The basement will be constructed with a slab -on -grade floor. ui 0 g n u.< HW zp f- U :-09..):,7 ' '0W ' z V 0 Mr. Bill Fowler April 24, 2000 To achieve the planned finish grades, it is anticipated that temporary excavations of up to,.ight feet will be required. It is not anticipated that any significant fills will be placed on the lot. Minoi fills will be required to create finish grades for the driveway and to backfill the daylight basement to the garage level. After completion of foundation walls, excavations will be backfilled. Discussion and Recommendations Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in various reports in the referenced report compilation. The following discussion and recommendations are based on our review of the current building plans and the conditions existing on the site. Excavations and Earthwork The site plan indicates that temporary excavations up to eight feet may be required to Fonstruct foundations for the lower basement level of the residence. It is expected that the excavation will be made through recently placed recycled concrete materials and native soils consisting of sandy silts and silty sands. The on -site native soil -. contains a significant amount of fines (silt and clay size' particles). This material. will be difficult, if not impossible, to work 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 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. Walls supporting backfill, including the basement wall, 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 pounds per square foot (psf) should be added for restrained conditions. An additional uniform pressure of 60 psf should be added for basement walls adjacent to driveways and/or garages. Foundations The foundation excavation on this lot is expected to 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. Foundations - should be designed and constructed in accordance with the recommendations presented in the referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 psf. A representative of our firm should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. �eM7yasrnr,��Fwtm ;r!{a��mtc, Project No. T- 1515 -2 Page No. 2 April 24, 2000 • • 4 4,. Mr. Bill Fowler 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. Costa Philippides Engineer Anil Butail, P.E. President CP/AB:dvp di/ • ILETIRES 12/9/0I cc: Mr. John Kapp lei, Kipp er Archi tects, P.S. ' .14 ' ':itd:A.44,4.1.14 Project No. T-1515-2 Page No. 3 Kappler Architects VERSION 97 *INCLUDES S STORY Job No. 99090-22 Date 2124/00 SPM Lateral Analysis for: Dujardin Plan #2246 City of Tukwilla , WA 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. OTHER SF, LONG / SHORT WALL WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION SF SF SF SF SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS (1/2 Upper Floor +1/2 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof+ 1/2 Floor) Long Wall KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheet1.xls 1250 ;1": '::10.7 9:0 r:: '< NOT VALID UNLESS 'WET STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 7/12/00 PAGE 1 w �VI co O cow w of g LL< I- Z I-' I-O Z W W; DO . H} W H Vl u. O : Z f UW p Z WALL HEIGHT Ce Cq qs Iw 249 0.00 0 -15' P= 1.06 1.3 16.40 1 22.60 PSF 20' P= 1,13 1.3 16.40 1 24.09 PSF 25' P= 1.19 1.3 16.40 1 25.37 PSF 30' P= 1.23 1.3 16.40 1 26.22 PSF 26.22 281 25.37 228 22.60 249 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: Aa Ground floor area of structure As r max = Max element - story shear ratio square root r max = r i / story shear r i = element story shear x 10 / Iw element shear Iw (LENGTH) P= DESIGN CRITERIA FOR WIND ANALYSIS WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor VALUE USED Ce = Cq = qs = Iw = 1.06 1.30 16.40 1 ri= therefore use WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) r i story shear r max = 1 2277 I 13801 P= EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEE 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 10.7 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheet) .xls Min = 1.0 Max =1.5 1250 35 22771 0.17 PSF PLF SF # FT # FT # FT # FT 7/12/00 PAGE 2 (P) Roof (Upper walls) 12 1251 SF 15012 ADDITIONAL LOAD 0 49 29 0 S / S EX. WALLS 10 98 8 7840 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 78 8 4992 Roof (Upper walls) 32484 30 974520 974520 0.4738 6538 Upper Floor (Main walls) 32397 21 680337 1654857 0.3307 4564 Main Floor (Lower walls) 33513 12 KAPPI491 13tHI I tegqii13 0.1955 2698 (P) Upper Floor (Main walls 15 995 SF 14925 S / S EX. WALLS 10 98 8 7840 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 78 8 4992 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 32397 (P) Main Floor (Lower walls 15 974 SF 7305 S / S EX. WALLS 10 98 12 11760 F / B EX. WALLS 10 58 12 6960 INTER. WALLS 8 78 12 7488 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 33513 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 0 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 EARTHQUAKE PER SECTION 1628 table 16bQ. 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load BUILDING LOADING DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= 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 STORY SHEAR 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALLISHORT WALLS WEIGHT TOTAL WEIGHT TOTAL FLOOR FO 29377 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls W= 32484 # 98394 BASE SHEAR: Vb= 0.1964 98394 19321 'load reduced by half due to plan configuration of front wall being concrete WORKING STRESS WOOD DESIGN 1.4 I 13801 I# Wihi / sum Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi 13801 7/12/00 PAGE 3 9wr a +rm* - tmmSw .tlRaKm SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 164 138 174 0 M= T =C= # FT # FT #FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE WIND & SEISMIC UNIFORM LOADING COMPARISON �9'L7 #FT 731.501 1008076.33 # /BOLT 2:43l FT O.C. # /BOLT `' 3'49j FT O.C. 1 1050.71 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xis 13801 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls (P) Main Floor (Lower walls #N /A Not included in total 164 138 174 0 281 228 249 0 Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 281 # FT @ 509 # FT @ 758 # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. 54935406.8 1894324.37 10.5. 16 ALOW.Ft= 525 1.331 698.2510K 16.5 (� 1'14807,b4j 1.33 143.64 # /NAIL 13188.00 NAILS # FT # FT # FT # FT # FT # FT # FT # FT 7/12/00 PAGE 4 V W h Wh F Roof (Upper walls) 13801 32484 10.70866667 347860.328 4762 Upper Floor (Main walls) 13801 32397 9 291573 3992 Main Floor (Lower walls) 13801 33513 11 368643 5047 . #N /A 13801 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 164 138 174 0 M= T =C= # FT # FT #FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE WIND & SEISMIC UNIFORM LOADING COMPARISON �9'L7 #FT 731.501 1008076.33 # /BOLT 2:43l FT O.C. # /BOLT `' 3'49j FT O.C. 1 1050.71 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xis 13801 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls (P) Main Floor (Lower walls #N /A Not included in total 164 138 174 0 281 228 249 0 Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 281 # FT @ 509 # FT @ 758 # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. 54935406.8 1894324.37 10.5. 16 ALOW.Ft= 525 1.331 698.2510K 16.5 (� 1'14807,b4j 1.33 143.64 # /NAIL 13188.00 NAILS # FT # FT # FT # FT # FT # FT # FT # FT 7/12/00 PAGE 4 10 3.5 3.5 _ 2.5 0 177 P116Mil Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 4966.08 4966.08 3547.20 0.00 MIN PLATE NAILING 10 INC O.C. 280 280 200 0 125 125 120 0 472.50 472.50 266.67 0.00 1283.88 1283.88 1312.21 #DIV /0! CS16 -30 CS16 -30 CS16 -30 _ #DIV /0! 18 10.5 9.5 : 0 0 253 1;114 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 21229.98 19208.07 0.00 0.00 MIN PLATE NAILING 7 INC O.C. 840 760 0 0 0 0 0 0 2940.00 2406.67 0.00 0.00 1741.90 1768.57 #DIV /01 #DIV /0! CS16 -30 CS16 -30 #DIV /01 #DIV /0! 16 8 5.5 2.5 0 281 R14 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 17972.47 12356.07 5616.40 0.00 MIN PLATE NAILING 6 INC O.C. 640 440 200 0 0 0 0 0 1706.67 806.67 166.67 0.00 2033.22 2099.89 2179.89 #DIV /0! 2- CS16 -30 2- CS16 -30 2- CS16 -30 #DIV /01 8 3.5 8 5 0 82 1`�6 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 2287.40 5228.35 3267.72 0.00 MIN PLATE NAILING 21 INC O.C. 280 640 400 0 432 672 288 0 830.67 3498.67 1146.67 0.00 416.21 216.21 424.21 #DIV /0! NA NA NA #DIV /01 • SHEAR WALLS . RIGHT TO LEFT UPPER FLOOR Load Ht. 8 2 UPPER FLOOR Load Ht. 8 u 168 r L O - u 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load 281 Ht. 8 2/3DL REACTION HOLDDOWN UPPER FLOOR Load 281 Ht. 8 2 /3DL REACTION HOLDDOWN 168 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC)_Plan# 2246_1997 -9 Lateral analysis worksheet) .xis d d d SHEAR V WALL TYPE d 7/12/00 PAGE 5 4 5 25 0 0 22 ? P..14 $> Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 898.62 4493.12 0.00 0.00 MIN PLATE NAILING 77 INC O.C. 400 2000 0 0 0 0 0 0 666.67 16666.67 0.00 0.00 46.39 - 486.94 #DIV /01 #DIV /01 NA NA #DIV /01 #DIV /01 14 13 0 0 0 302 Pn1 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 31451.82 0.00 0.00 0.00 MIN PLATE NAILING 6 INC O.C. 1040 0 0 0 1404 0 0 0 10590.67 0.00 0.00 0.00 1604.70 #DIV /0! #DIV /01 #DIV /01 CS16 -30 _ #DIV /01 #DIV /01 #DIV /01 10 23.5 20 0 0 391 , . I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 7281.95 6197.40 0.00 0.00 MIN PLATE NAILING 45 INC O.C. 1880 1600 0 0 0 0 0 0 14726.67 10666.67 0.00 0.00 - 316.80 - 223.46 #DIV /01 #DIV /0! NA NA #DIV /0! _ #DIV /0! #N /A 0 0 0 0 #N /A (PFA,, ° Mo= Wail(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 168 Ht. 8 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load 281 Ht. 8 o: U 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load 168 Ht. 8 w J 2/3DL REACTION HOLDDOWN UPPER FLOOR Load 281 Ht. 8 w En 2 /3DL O REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheet1.xls d d d d SHEAR V WALL TYPE 7/12/00 PAGE 6 IY W U) NW Si? IL W O ': 2 1L Q 21 a W H k Z LU 3 0 0 WW U- 0 U J Z , N 0~` 10 1.75 1.75 1.75 0 435 MURMUR Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 6088.99 6088.99 6088.99 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 4 INC O.C. 280 280 280 0 0 0 0 0 163.33 163.33 163.33 0.00 3386.09 3386.09 3386.09 #DIV /0l STHD 14 STHD 14 STHD 14 #DIV /01 18 3.5 8 0 0 797 iti5 P Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED 22314.36 51004.25 0.00 0.00 MIN PLATE NAILING 2 INC O.C. 560 1280 0 0 1500 2400 0 0 2403.33 9813.33 0.00 0.00 5688.86 5148.86 #DIV /0! #DIV /Ol HD10A HD10A #DIV /0! #DIV /0! 16 11.5 10 0 0 379 VIMP#143Nit Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 34859.49 30312.60 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 1840 1600 0 0 1450 2000 0 0 12611.67 12000.00 0.00 0.00 1934.59 1831.26 #DIV /0! #DIV /0! 2- CS16 -30 2- CS16 -30 $ #DIV /0l #DIV /0l 3 X STUDS REQ'D AT ADJOINIG PANEL EDGES 8 3 3.5 3 0 334 .a =ilt14 1' Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED 8020.12 9356.81 8020.12 0.00 MIN PLATE NAILING 5 INC O.C. 480 560 480 0 432 672 288 0 912.00 1437.33 768.00 0.00 2369.37 2262.71 2417.37 #DIV /0! 2- CS16 -30 2- CS16 -30 2- CS16 -30 #DIV /0! RIGHT TO LEFT MAIN FLOOR Load 228 Ht. 8 O ' u�- 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load 509 Ht. 8 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load 509 Ht. 8 6 o: 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load 397 Ht. 8 2 /3DL REACTION HOLDDOWN TRIB.LENGT a WALL SEGMENTS b c TRIB.LENGT TRIB.LENGT a 3 X STUDS REQUIRED TRIB.LENGT a b a b b c c c d d d SHEAR V WALL TYPE d KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC)_Plan# 2246_1997 -9 Lateral analysis worksheetl.xls 7/12/00 PAGE 7 4 5 21 0 0 78 } P13 Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED 3133.27 13159.75 0.00 0.00 MIN PLATE NAILING 22 INC O.C. 400 1680 0 0 0 0 0 0 666.67 11760.00 0.00 0,00 493.32 66.65 #DIV /0I #DIV /0l NA NA #DIV /01 #DIV /01 14 20 0 0 0 356 P,1.1• Mo= Wall(DL) Floor,Roof(D Mr- T =C REQUIRED 57025.58 0.00 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 3200 0 0 0 0 0 0 0 21333.33 0.00 0.00 0.00 1784.61 #DIV /01 #DIV /01 #DIV /01 STHD 14 #DIV /01 #DIV /01 #DIV /01 3 X STUDS REQ'D AT ADJOINIG PANEL EDGES 10 31 5 0 0 141 R1i6 Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED 35075.26 5657.30 0.00 0.00 MIN PLATE NAILING 12 INC O.C. 4960 800 0 0 0 412 0 0 51253.33 2020.00 0.00 0.00 - 521.87 727.46 #DIVl01 #DIV /01 NA NA #DIVl01 #DIV /01 ( #N /A 0 0 0 0 #NIA A Mo= Wall(DL) Floor,Roof(D 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 #NIA #NIA #N /A #N /A #N /A #NIA #N /A #N /A FRONT TO BACK MAIN FLOOR Load 509 Ht. 8 0 - 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 o: z w U MAIN FLOOR Load Ht. 8 w J 509 2 /3DL REACTION HOLDDOWN 509 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load 509 Ht. 8 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b c c d d SHEAR V WALL TYPE b c d KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls 7/12/00 PAGE 8 #N /A 0 0 0 0 #N /A MAMA Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED #N /A #N /A #N /A #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 18 28 0 0 0 4871,ONCONC!I Mo= 150034.14 0.00 0.00 0.00 MIN PLATE NAILING 0 INC O.C. Wall(DL) 6160 0 0 0 2025 Floor,Roof(D 0 0 0 0 0.00 Mr= 57493.33 0.00 0.00 0.00 MIN PLATE NAILING T =C 3305.03 #DIV /01 #DIV /01 #DIV /0l 0 INC O.C. REQUIRED #N /A _ #DIV /01 #DIV /0! #DIV /0! 16 8 8 0 0 758J P24N . I Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 66681.84 66681.84 0.00 0.00 MIN PLATE NAILING 0 INC O.C. 1760 1760 0 0 2520 2025 0 0 11413.33 10093.33 0.00 0.00 6908.56 7073.56 #DIV /01 #DIV /01 HD10A HD10A #DIV /01 #DIV /01 8 3.5 3.5 3.5 0 577 ON P2a1 Mo= Wall(DL) Floor,Roof(D Mr T =C REQUIRED 22227.28 22227.28 22227.28 0.00 MIN PLATE NAILING 0 INC O.C. 770 770 770 0 1326 1974 1206 0 2445.33 3201.33 2305.33 0.00 5651.98 5435.98 5691.98 #DIV /01 HD10A HD10A HD10A #DIV /01 RIGHT TO LEFT LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 O - LL 2 /3DL REACTION HOLDDOWN LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 0: 0 2 /3DL 2 REACTION HOLDDOWN LOWER FLOOR Load 758 Ht. 11 2 /3DL REACTION HOLDDOWN 2 /3DL REACTION HOLDDOWN a WALL SEGMENTS a b a b W/ SSTB28 W/ SSTB28 TRIB.LENGT a b b c c c c W /SSTB28 W /SSTB28 W /SSTB28 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC)_ Plan# 2246_1997-9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 7/12/00 PAGE 9 � U O1 rn 0 , W W; CO u. W 0 J u.< cup: = } W; Z o jl • U �} 0 o H! W W' U N? 0 Z 14 3.5 3.5 21 0 3791t P1 311t Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 14586.65 14586,65 87519.92 0.00 P1 -3 to CRIPPLE WALLS AS REQ'D PER GRADE MIN PLATE NAILING 0 INC O.C. 385 385 2310 0 132 180 1200 0 603.17 659.17 24570.00 0.00 3995.28 3979.28 2997.62 #DIV /01 HD10A HD10A ON CONC #DIV /01 I #N /A 0 0 0 0 #N /A y+ 11 Mo= WaII(DL) Floor,Roof(D 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 14 16 21 0 0 287 P11 4Zti Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 50461.93 66231.29 0.00 0.00 P1 @ CRIPPLE WALLS AS REQ'D PER GRADE MIN PLATE NAILING 0 INC O.C. 3520 4620 0 0 0 0 0 0 18773.33 32340.00 0.00 0.00 1980.54 1613.87 #DIV /01 #DIV /01 STHD 14 ON CONC #DIV /01 #DIV /0! I #N /A 0 0 0 0 #N /A #N/A Mo= Wall(DL) Floor,Roof(D 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 LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load 758 Ht. 11 re w z w U w J 2 /3DL REACTION HOLDDOWN LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 2 /3DL REACTION HOLDDOWN LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 w 2 /3DL Z REACTION HOLDDOWN a W /SSTB28 W /SSTB28 TRIB.LENGT a b a a WALL SEGMENTS b c b b c C c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheet1.xls d d d d SHEAR V WALL TYPE 7/12/00 PAGE 10 DATE 2 — t O L CERT, NO, CDLQL — 7 7 PROJECT F 06b� V Imo`. ES+a — s LOCATION L12sy s, r1 . BLDG PEfiMIT NO.. OWNER WEATHER OUERC1451" TEMP. AT AT AM PM ENGINEER ARCHITECT CONTRACTOR T TO: ATTN: AS REQUESTED BY: THE FOLLOWING Wf■S NOTED: n . , 0 ZCC1L nitNr9 (\XL e h.*LA. `ts�1 . CAktf �ILS�1' C \JW >ftQ r _ rx�Y LPLC Q RS.Nti 0 �v 4 � �t � . -r A.2 f a.l . C? AV) 1 1 U 4 L i.i+ i — Lo - 9 c16AV € C A) A. QLt. ('AA . to m. 3x11 axA-4. i .Ag Zo CIA a9111 ■„,t CIA X 14 COPIES TO CASCADE TEST 1 LABORATORY, INC. TESTING & INSPECTION ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT pv.3 1 0 to Mil. m (� O 2o'. S3c C -NyzAo gg2o ‘ AANk \v A m S- L'Y\ (206) 823 -9800 (206) 259.0817 PREVIOUS REPORT No,_ 64'92 No. V*M1�;Sxns�u rmq•! vrrm% GY_"' t' P+ �+` �sNrt. ?�'+ rmKSw�. � r „sn+vu*Yy'*v."�t?'?�`3(w�:..'�„ 20020314001964 DOCUMENT TITLE(S) (or transactions contained therein) J � 9 1.2) ^ 4:p --, _ I 2. SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: / '� N/A t� 0 Additional reference #s on page of document(s) GRANTOR(S) (Last name first, then first name and uutials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT • Additional names on page of document GRANTEE(S) (Last name first, then first name and initials) CHCACO urtt trr;,t1RANCE MY has placed the documeet of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY end accepts no tiabtmy for to MI I r WO at • 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, Fostona 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 )152319491303),(46230405114aus14340611.1.116a See Attached ■ Assessor Tax # not yet assigned . 0,..A r, .. 11€501 FIszymttre ror.srA.l7i7:'K . stTwM.'t>Mv4YA<re eren eAmar !'S.x' itop SR1yD,CSti34Sve?' a4m? RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 Y 1WPID WARDINWOSrER2NDAMEN D J■O.DOC II III III II� III I III II I II I I i l 1 I I II III' II II 11' III III to III III pl 1 III III pl 141 I III I 1 II II II I 11 II If II I I d III IIII I I III In l hll pll 1 I I II III II 1111 I I Il it I l i I I II I III IIII II II 11 III I I I III I I IIIII III II II I II II 11 Ii i II II 1 ;;IPI I II1,1 j f 'jl III 20020 4 I W u IIII IIII IIII �kr�A�a TITL 1964 PACE III OF 00g 1 00 KING COUNTY, I1A WASHINGTON STATE RECORDER'S Cover Sheet (RCw 65 04) 1 41! tt? tiTW {4'!LM�I!`4We!:!HFR"„`,`tYY ?� rc .. e... rx; �n,;, v,:.. nwrr• v� ...:.,,- •rv.r.mswt*"I+*,"S�::R' ''.• awesaw,uY, ��44✓3.*.ik'A1it'7t4N z W : J U O N 0 W W J. � u. W0 g Q! Y2 = z F- 0 Z H, W. 0 . O N W iu H H' U. 0 W Z 0 f- O Z SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT This Second Amendment to Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Second Amendment ") is made this 1 day of WA!, t4 , 2002 by Dujardm Development Company, a Washington corporation ( "Declarant ") CHICAGO TITLE INSURANCE COMPANY has placed the document of record as a customer courtesy and the accepts no liability for RECITALS AND DECLARATION the ac6uraCy br validity of ih9 ddpllff ht A Declarant is the developer of the real property and improvements thereon legally described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The 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 B Declarant previously recorded that certain Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Declaration ") under King County Recording No 20000505000736 The 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 %W P DUJARDIIdsEOS ER2NDAMEN D JMUDOC 2 : m� ...rorm+w�^^�wcryZ^:"�L".19.51`.y ^nvvnn .ainamW. ,vS >nP *???St M:dA#:tl fiN.'6KRff 40.0 .... ....,. . 6 J U: UO CO 0 CO LIU J w O' U OY Z 2 p ' w LL- Z, H =' O ~` z 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 and 5.1. Association Responsibilities 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 mamtenance, 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 G; 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 CI Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 17. 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 16 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent lot to perform such activities as are reasonably necessary for required Wall Y MP■DUJARDINWOS'I21t2!'1DAMEN D IMO DOC 3 ten c, CZ m N Maintenance, provided the Responsible Owner shall fully restore to substantially its original 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) .7" Its /�j ivy* STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me O4 o ',A.lebles, to me known to be the 1 %Oe, rcr of Dujardin 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 authorized to execute the said instrument GIVEN under my hand and official seal this 13 day of Y IWPIDWARDPfVOSTE1UNDAMEN AJMG DOC 9 b N 0 'VUt.tc Z �9 "F = 3 *rs-2oo3 0 0 0 �= ASvk‘ 4 ture) CI IICAGO TIRE INSURANCE COMPANY has placed the document of record as a customer courtesy and accepts no liability for the accuracy Or validity of the document. m TGL4 , 2002 if/ �t 1t1i. o ft R ) tSor) (Print Name) Notary Public in and for the State of Washington, residing at Scipin L My commission expires 3 -1 S -0 3 6 00 No w w CO w wo g a' co 3 w, F- O z ~; o N. w w' w U �{ 0 z •v Y 11YPDWAADINWOS rEA2NDAMEN D IMO DOC EXHIBIT A LEGAL DESCRIPTION Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. 5 CHICACO TIRE INSURANCE COMPANY has placed the document of record as a customer courtesy and accepts no liability fot the accuracy or validity of the document, ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200 - 0010 - 4 261200 - 0020 - 02 261200 0030 - 00 261200 - 0040 - 080 261200 - 0050 - 05 261200 - 0060 - 03 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 Trill INSURANCE COMPANY has pt: crd the document of record a' o customer courtesy and accepts no liability for tho accuracy or valtday of the documenni • 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 Sr wiGxbr1 - ' 1.66 aac,ix 2,� , e� ,.k�;Y:3,iUinzk,LylAxke +&FE.datu.4 7.witul ';;"ter td. ' 5■• 0 N W 0 . IL (C' W ' z � H'0 2 D, 0 01- = W F— V! 0 ti Z 0 z Dujardin Development Gary Bumstead Project Manager PO Box 1059 Snohomish, WA 98291 Dear Gary, RE: A35 clips not needed at overlapped plywood shear walls. :r LI tt L 11 ri f fr o tit . fi I LI rt tr r !1 .t r The A -35 clips shown on our lateral detail sheets are not required as long as the plywood sheathing joins at a common member. These common members are between the mudsill and the rim joist above, the top plate, and in the rim joist between floors. I understand the plywood diaphragm joins at these common members. The lateral forces travel through the plywood diaphragm into the common member at the plywood edges and then back into the adjacent plywood diaphragm. 'Therefore there is no need for an additional transfer of lateral loads through the A35 clip. See the attached revised details showing these' conditions. If you have any questions regarding this matter, please don't hesitate to call. Sincey, t e tm .' t Architect Kappler Architects P.S. Cc: Dujardin February ny 2 8, 2001 1.431i 5E it;tf Srreer. 'Beirvue, W.. 9600r 1.Soo.68S.4517. (425)641.532o _fnx: (425)641.5318 www.kapplerrwnlepians.cmn 3/4' =1'-0' TOP PLATE NAILING PER SNEARU+ALL SCI.EPULE BOTTOM PLATE NAILNG P5R SNEARWALL SCHEDULE Kappler Architects P.S. 14311 SE 16th ST, Babe, Waanrgron 98007 4725) 641 -5320 ^ Fax (425) 641.5313 10 d • 6' Ot. PLYWD. TO RIM JOIST JON PANEL EDGE ON COMMON MEMBER PANEL EDGE NAILING NTO COMMON MEMBER PER SCWEDULE. TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SIZATWING PER T.- HEDULE TTP. TJI FLOOR CONSTRUCTION BLOCK PANEL EDGE PER SCNEOULE EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 17610 - 06100-02 17610 - 06100 -02TJI yc' tit.: es ' W %u.tiir'rJFJilY "'d '64'4441:Lug :::sl dktLyS.i 5 ...g.Jt •. }.16 LM.a]i Loi/, 3 4 .D2000-151 D2000- 152 at-td /J 2.o%o-163 cleori 2con - `T/ f S /1-00 0 Reviewed By: C JOec)-(// /4 Q - 5e0.4 y (aa> 4 /33'O) 7 Project Name: Location: File#: Action: Date: PUBLIC WORKS PROJECT REVIEW COMMENTS eSA$es PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS OVERLAY PROGRAM RFA PW STANDARDS rye �,2L )(Ke- oik, ref Ti/t) Fl etu.e. atifteit, dam- 1 COMP PLAN CEP MISC. STUDIES MAINTENANCE NEEDS WD 125 VAL -VUE PRE -APP PROBLEM AREAS ( re, rit82,; 44.; ,f0 0-32115 te a_ v-e p _e-re4-14 1 f". p/ 642/)-e_ ems -, 0o,k . -jt /1 M- LAIick,_&.e /to . rw ne 4s r t s ",e e- yds © n2et 62,w .Project. 'Name Project* :Phone 'Fax* .CC: KAPPLER ARCHITECTS, p. s 14311 SE 16° Street 1 Bellevue, WA 98007 Tel: (425) 641 -5320 Fax: (425) 641 -5318 Date 7•2 Lo'00 Number of pages Including cover sheet To: J ykiNg_ S ( u 3i .a (,) • From: Phone Fax # FACSIMILE Kappter Architects (425) 641 -5320 (425) 641 -5318 REMARKS: 0 Urgent, ❑ For your review' ❑ Reply ASAP ❑ Please comment UMANSIONT_DOMADMNDATAIADMINWM Templates■ewFax.dot • RECEIVED JUL 2 6 20011' • TUKWILA PURI In WnRks x2000 -7S3 4 -rut = tick '1- FILL — 1 14 c.v.. Lliy. ❑ Hard copy to follow CONFIDENTIALITY NOTICE: The material contained in this FAX transmission is private and confidential and Is intended only for use by the individuals on this sheet. Use, disclosure, copying, distribution or reliance upon the Information contained in this FAX by anyone other than the individuals named is prohibited. If you have received this FAX in error, please notify us immediately by calling (425) 641 -5320 and return the original transmission to us at the above address. Thank you. Dear Mr. Fowler: Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 4 Tukwila, Washington TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences RECEIV ILA CITY OF TUK OCT 10 2001 PERMIT CENTER Reference: Plan Review, Fosterview Estates, Lot 4, Terra Associates, Inc., dated April 24, 2000 As requested, we provided intermittent earthwork observation and testing services during grading and, construction of foundations for Lot 4 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 Kappier 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 • Pavement/driveway subgrades Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 4 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. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821-7777 • Fax (425) 821 -4334 • terra@terra- associates.com DZDDO -153 February 26, 2001 Project No. T- 1515 -2 GC1Laktiear . ` .e ,. ;hY4L -t • ".:. - :;.�vaL.dan�i.:a:n %aaiai»..v�.+ ai:.uJ.ra. 41.1 0 r4 2 0 �4 u) o to W w o co 3 ' 1- W H O ;W uj 0 co :0 Hi W w O ' w z 0 - O H z.. Mr. Bill Fowler February 26, 2001 This work was performed and this letter was prepared specifically for the use of Dujardin Development Company and their authorized representatives. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. BK/AB :ts Erich Footirrig ETcavatlon E Report Mr. John Kappler, Kappler Architects Project No. T- 1515 -2 Page No. 2 2 0 CO g ! rn 9 • w0 u_ 0 z � , . 0 f D O '0 H co Ili W I V O ui V N '' Z FOOTING EXCAVATION FIELD CONDITIONS NOTED F > C C - 1 \ 4 4.TI O N r o e F 0 . h nc\- rl '�. JS S u S ExPOSEr, NRE f /R1LS L- R t. SrNGI E 1 L-/ R ESIOrl JLF_ C.0 1 4 -1PAr 7 F 0 Ar.Y) TESTE B1 TE (ZJ2.A AS�c.,n'f�l S ?R1L t_1 1. E C- gaTiJN 14AS 1v1 JL1 STEP - AN IiJosE M-1 f- 'r' -,AL - ro BE QE (1ova) F2 - r007ntJG S 0662n Po -13A. — O PD,12 i ERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED AUGUST. 3, 2000 PROJECT NO / - Z PROJECT NAME: r Q SiE(NJIEL.f CONTRACTOR: D0,3" A201n/ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: BASE r) 11PJn1 ( .')rJ/?lrrt 1 Qt4S ogs hOF1 AND PRE Ur.a1-s TEST Q(SJLm ITS EX Pas x 1,j 2000 Ps F f3( -CVt t ' (,APAc -0r7 SIGNATURE (.o5 -rA PM/L s TERRA ASSOCIATES REPRESENTATIVE LOT ?E( 2n s opr A)l r•\? � f l l aT Th 6 Su &2AOF CON)0 D )S - rIIF (ap-ripoGs or L0-7- 4 PnM RDA- - Tf/ 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. PROJECT LOCATION: TUKWILA kik REPRESENTATIVE l7 A2,' BUHS TEA () COPY TO: vapowansrover.v.,..r....r.m...n.....01 +M:«.ppin K • \ 11 » 1 Dujardin Development Company Attn: Gary Bumstead PO Box 1059 Snohomish, WA 98291 )11 :1„) .j.1 c„, If you have any further questions or concerns, please do not hesitate to call, i( 1 ' 1 1 1 ' 0 ! 1 1 ( • 1 1 t 1 1 1 1 1 P I L 1 ! i 1 1 ' I I t 4 August 30, 2000 RE: Parabolt Option in Place of Anchor Bolt for Concrete Foundation Wall Dear Gary: I understand that you would lake to substitute parabolts for the specified anchor bolts as shown on detail 5/D1. This is to facilitate construction sequencing for finishing the flatwork. This office has determined that a % diameter mechanically fastened parabolt with a minimum embedment of 3 'h" can be substituted equally for the 'A" diameter anchor bolt called out in detail 5 on detail sheet DI . The shear capacity of a 'V2" diameter parabolt is equal to the shear capacity of the %" diameter anchor bolt and therefore can be placed with the same on center spacing called out on the plans. The parabolt does not need to work in tension as we have design hold downs to work with the shear walls. 24311 SE 1 6th Street . Belrevue, Wit 98007 s.800.888.4517 . (425)641.532o . fax: (425)641.5318 CO§Otiv 1itE(+ i s.com RECEIVED FEB - 5 2001 BUILDING DEPARTMENT • Gary Bumstead Construction Manager Dujardin Development P.O. Box 1059 Snohomish, WA 98291 RE: SSTB28 Anchor Bolt Replacement For HD10A at Fosterview Estates, Lot 4 Dear Gary, Please find for your use, the following information on the retrofit bold -down conditions of the above referenced project. Our construction drawings specify the hold -downs required and locates them on the plan. We understand in some cases these hold -downs have not been placed properly or have been miss - located or not installed at all. The retrofit condition for a SSTB28 anchor bolt with a HD1OA hold down is a 5/8" all thread. The 5 /8 "dia. all thread must have a minimum embedment of 10" into the concrete below. The all thread is to be set into the concrete via a 3 /4" hole and anchored with an epoxy based adhesive, per Manufacturer's specifications. The length of the all thread up to the HDIOA is not relevant. Therefore, when needed the HD10A may be installed on main floor studs and the all thread may extend down through the floor joist and continue through the cripple wall studs to the concrete below. This retrofit condition will resist the same load capacity of the above - mentioned hold - downs. Please provide this letter to the jurisdiction that we have reviewed and approved this condition. Should you have any questions, do not hesitate to call. Sincer k enn S. Steiner, Architect Construction Manager cc: Dujard enclosure 1 1 X ,t ... . -� 1 11 ! 1 1' 4 L 'E. . . . ` ,, t. January 25, 2001, \�. (j,..:A Ic:::■, RECEIVED FEB -- 5 2001 BUILDING DEPARTMENT CO101_1 lE '1 644T C tsiit ilie9BROCues- dueoo.888.4517 (4= 5)641.5320. fax: (425)641.5318 wmt..Cui�y(e rItomeyCaris.com U; ; CO W co Lu — w Z . WW V O o I0 iii t) �+ O z 4 Gary Butnstead Construction Manager Dujardin Development P.O. Box 1059 Snohomish, WA 98291 sthd retrofit,doc i 1 1 l f '� . �� . i� I , p • . i � • Should you have any questions, do not hesitate to call. It it I11 E' I •• I i' II t' ill ,' !II , ,t II II I , 1! January 22, 2001 RE: STHD hold -down replacement at Fosterview Estates, Dear Gary, Please find for your use, the following information on the retrofit hold -down conditions of the above referenced project. Our construction drawings specify the hold -downs required and locates then on the plan. We understand in some cases these hold -downs have not been placed properly or have been miss - Located or not installed at all. The retrofit condition for a STHD 14, STHD 14 RJ, HTT 22 and ITT 22 w /SSTB 24 is a HTT 22 with 518" all thread. The 5 /8 "dia. all thread must have a minimum embedment of 5" into the concrete below. The all thread is to be set into the concrete via a 3 /4" hole and anchored with an epoxy based adhesive, per Manufacturer's specifications. The length of the all thread up to the HTT 22 is not relevant. Therefore, when needed the HTT 22 may be installed on main floor studs and the all thread may extend down through the floor joist and continue through the cripple wall studs to the concrete below, This retrofit condition will resist the same load capacity of the above - mentioned hold- downs. Please provide this letter to the jurisdiction that we have reviewed and approved this condition. Steiner, Architect Production Manager enn win 14311 S'EE 16th Street . Petievue, WA. 96007 i.800.888,4577 , (425)641.5320 • fax: (425)641.5318 www,kayprartiorn& p!ans.com RECEIVED FEB - 5 2001 BUILDING DEPARTMENT rn co W 9 w 0 2 g J` IL F_ P rz �" ;W uj a te, V O. O N' w W , 1- V IL u iz DATE / �, 2-1 - CERT. NO. 0101 (:S+a +.s PROJECT Fo r :N. i Vl1wu' LOCATION 1Z.S y S . t BLDG. PERMIT NO. OWNER WEATHER (:)Ua c FIST TEMP. AT AT AM PM ENGINEER ARCHITECT CONTRACTOR TO: ATTN: AS REQUESTED BY: THE FOLL OW ING W f1S NOTE . � �. � 1 ;Z. CCII /Cn ,t TOP C .A3) 4 - CCatriASIX ct alA S � . Crt ,eat c \AMA ,i. erANI \QX i d (J;k rbtitie. .A,t)t.�.e , >YW A LOU. CAI-Mk- AIS)MII a V)Amx ‘rASIAta 2(/&4' rttt.I..tt Jtt9• , ' tthItIAl S � D \ 31.113 v XXA )\ l M QA U N\ ‘ 4" l ,�. c9 , 4 'd (' a - aka 3 ,\vtx), ..\*),NA9A9.tv ,c.., Ifyvytit) \.4,9A.1 01-1 CASCADE TES LABORATORY, INC. TESTING & INSPECTIL ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT TJ .) 31tic) DoltsEi.Lormasr C� C7 Q)ox S303 \(t yF 2 o(n (206) 823 -9800 (206) 259 -0817 -- Lc+ La . , kJ, c V * \ . C A A .\ S A ) . o r ? C��ti. C ) U \ N A )X L \\ v.�-1 � �� .c es�� ► �,tc� , AU,\\ . N,..lu CA\ •.A 9. . , -.(1 l c\ , I k�'�I\ bjtfX \ M \_5t Lk 14 O)k `.� � in.w\xr\'NAAmR 0 x, A. u . Ca .1 '-civet\ '4 \� A . �. u ,∎ „iaN.. COPIES TO PREVIOUS ,—' REPORT Nc C tL r FIELD REPORT FEB - 5 2001 BUILDING DEPARTMENT 64792 No . RECEIVED ` (�11Qv %�cQo INSPECTOR: \ V,00A 1 ' �MU,u'g yoU /97/ ■ . SIGNED' U0 N ail N W ' N u. W O g CO u. D ;. -1 O W z . l zo 2D D o: 0I- W w u o Z , 0 ' 2 Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 Dear Duane: kAPP1R ARCIII your coin }Mete homeyCanuing resource August 18, 2000 Should you have any questions or comments, please do not hesitate to call. S' rely, ECIS9 P.S. RE: Substituting fiberglass fibers in the concrete garage and basement flat work in lieu of welded wire fabric. This letter is to request a substitution specified in our drawings. Our drawings callout in the garage and basement concrete flatwork, 6X6 welded wire fabric. We feel that substituting . this welded wire fbric. .with .fiberglass fibers will provide, a superior product. We _would . ,. therefore like to request this substitution in all of Fosterview Estates. Additionally, we callout a capillary break in the form of crushed rock underneath the concrete flatwork. Our site has an abundance of recycled concrete which is crushed to about the same level as crushed rock. We therefore plan on using the recycled concrete as an equal product to crushed rock. I would appreciate your consideration in the above matters and look forward to your response. John Kappler President iA, , ,.. I (: .i talker. /to 'a /; fi�'. %e v71 5 /= .1>�l'1 r 1 L ?1 j1i �7 1?I.iJ€ '1�1� proL'1 e/7 WITH i ',, SLC /)5 �I [C.�Ct 71 +i1'2Y_: CT-5.5 �I�t. i.:) Put r' ��i�1 &t` '?U 1 ^:v 1 0 1,117r1-. ��1 t+ ,' 0514'0 1'C'C 1' L15 u- �. 7h 71c �• 5 ur4' S r ,�� rrLyr:�eL �t;�1L)•.C' �=� �: r' - 1^ r ' T� (, i� " '�' �'0.Q ^�f IJl"C�;� . �. G�.Ske'( 11 Nr �'� �ickv� Ili � c +� -c.)� ��r.r��k' Y Lrl „� �.'•�t;� }^. `` ti d SCYriteY ei CA) r/ C' /4Qj.)0.: iC ,t'( /i 1 0(C. 4)1(e{• 1 �l J rCf^l4 '� Gcz,j� 14311 SE 16th Street . Bellevue, WA 98007 1.800.888.4517 (425)641.5320 fax: (425)641.5318 www.kappcerromeycans.com CITY OF AUG 21 2000 PERMIT CENTEP netztometsmessianntanaMmenitall V Q ui NIL. W 0 ' ga' J : u- < N H W, z �' I-0 z � !W la 2 no 0 N' to LL Z i 0 ~ 11/07 /2000 10:.17 FAX 425 821- -4554 TERRA ASSOCIATES • • ,..•,,,,, :r;;',r,t TERRA ASSOCIATES,, Inc. " • , . ;� Consultants in Geotechnical Engineering, Geology • and Environmental Earth Sciences 3 Mr. Gary Bumstead Oujardin Development P.O. Box 1059' ' ' Snoliomish,••Washington 98291 • Subject: Footing Drains • Fosterview Estates Tukwila, Washington. Dear Mr. Bumstead; . • , This, letterisunrnarizes •our discussions regarding the exterior footing drains for the residences to be' constructed at . i • - -` ? :z; erl•3{•iT .•.%t'i:s io ect: ... i': T.r.bpirtio tthe•fo^ut • drains ma!, eer,s?st of thre.frdlrvtin?...,:• — - .v • • A•fotrr -inch p ex erforated PVC drainpipe shouldbe placed alongside the base of the tenor footings.' . • •• 'The drain should then be covered with at•least,18 inches of.pea, grave or brie-inch minus washed rock ' 'with'a strip of separation fabric.placed over the top . . . . • On the downhill side of building's, the 'depth of washed roekmay be reduccd'to 12 inches. . • . The pipe should be sloped to promote positive flow to the downhill:point where it will be transported • away from the structure. We • understand the. project drawings show a four - percent slope, 'This slope is not necessary to promote.flow. . • • , , , . ' • ' . We .trust the .information •presented is 'su£5cient for your 'cuirent, needs. If .you have any questions or require additional info's . : , ' • ..Sincerely y TERRA, •1,2525'Willows Suite 101, Kirkland, Washington 98034 • Phone.(425) 821 -7777 • Fax (425) 821 - 4334• terra@terra- associates;corn• x • ' . 'November 7, 2000 Project No, T- 1515.2 • RECEIVED QITY OF TUKWILA. • • NOV 8 2000 PERMIT CENTER July 19, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -153 Fosterview Estates — Lot 4 4206 South 137th Street Dear Mr. Kappler: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. 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, Brenda Holt Permit Coordinator encl xc: File No. D2000 -I53 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 Steven M. Mullet, Mayor ACTIVITY NUMBER: D2000 -153 DATE: 7 -19 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 4 SITE ADDRESS: 4206 S 137th ST Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter# 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division n P lid W/�tlr�L'1 -Z4 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP Structural Complete [J Incomplete Fire Prevention n n Planning Division Permit Coordinator III DUE DATE: 7-25-2000 Not Applicable n Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Structural Review Required Approved with Conditions Approved with Conditions No further Review Required DUE DATE: 8 -22-00 n Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: z w U O ` 0 0 : W J N LL w 0 2 J . u_ LU z ' I 0 V 0 OH w w, I I I O LU z H =; O ~ z ACTIVITY NUMBER: D2000 -153 DATE PROJECT NAME: FOSTER VIEW ESTATES LOT 4 SITE ADDRESS:. 4206 S 137 ST XX Original Plan Submittal Response to Correction Letter # 5 -25 -2000 SUITE # Response to Incomplete Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Bui[i "" ng Division • I�uuv ( - 21 PyNic 1- [ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved nl PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP \PRROUTE.DOC 5/99 61° Fire Prevention 4 ,„,c, 0 -Z-ey Structural Incomplete I Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions n S: n n CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: Planning Division a_ s -o Permit Coordinator DUE DATE: 5-30-2000 Not Applicable n Comments: No further Review Required DATE: DUE DATE: 6 -27 -2000 Not Approved (attach comments) n DUE DATE Not Approved (attach comments) DATE: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7. (1 El Response to Incomplete Letter # ® Response to Correction Letter # 1 Revision # after Permit is Issued Sheet Number(s): Received at the City of Tukwila Permit Center by: Entered in Sierra on 1' -Ig -co City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check /Permit Number: D2000-153 Project Name: FOSTERVIEW ESTATES — LOT 4 Project Address: 4206 South 137 Street Contact Person: John Kappler Phone Number: 4 Z ` ( - 532t2 Summary of Revision: 9)kJ Ii G tow �S a) CM Qtw> 0 T - 2- is. 00 "Cloud" or highlight all areas of revision including date of revision 121wel RECETUKWILA CITY OF JUL 19 2000 pERM 07/19/00 LATER city of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D2000 -153 (510) June 2, 2000 Re: Fosterview Estates lot 4 - 4206 South 137th Street Steven M. Mullet, Mayor Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 C6 W 6 U C.) 0' CO CV J w 0 - u. fa = v H W; Z 0' U , 'O o I-I w u j uU O~ co Fire Department Thomas P. Keefe, Fire Chief Page number 2 Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, Sib The Tukwila Fire Prevention Bureau cc: TFD file ncd Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 - 575.4439 D2OOOH53 Fosterview Estates Tukwila, Washington VICINITY MAP SCALE: 1 INCH = 2,000 FEET RECEIVED CITY OP TUKWILA MAY 2 5 2000 PERMIT CENTER C6 Vi C.) u , N W W 0 . g u . a ' Z O, ut H 2 0 fig 0 H• ar W W�, I-- V o W Z' U y, O _ �. 2 CITY Of (UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: Foerie'4'Vietz Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): Name: OUt: te.to Address: Name: Ka per T w- e 1 Address: r'1 rif' ct )P soin � a L Phone: L • 354 - l$ Phone: LOS — (OLI _5390 This certificate is for the purposes of: Residential Building Permit in Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): 5 /3x 3 /4" o rs Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): k l Owner /Agent Signature: Ozwrin UJarsdr D 15 1 ems' ISO . GS Date: PART B: (To be completed by water utility district) The proposed project is located within =cic __t_ _ ___ (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: hi- Ir (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 3 0 0) qpm at 20 psi residual for a duration of 2 hours at a velocity of / 2-- fps as documented by the attached calculations. I hereby certify that the above information is true and correct. �Z Cw _c 14 0S r f 2S L4.1..- - Agency /Phone z.06 -- - - . -9 S — L Z. - d d Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) MAY 2 5 200 CI YY O F 1 l Agency /Phone B PERMIT CENTER Date H-lla z w 6 U 0 u.1 w 2 g Q = a � z F- O w ~ w 0 - o ff w w 2 1-1 O w Z H= 0 F" z Part A: (To Be Completed by Applicant) Purpose of Certificate: a Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: V Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: ,SappkA/- arthke, d'. b Phone: g - 61-1 1 . 5 z k Property Address or Approximate Locaat on: v0.010 c& c4M X 37 sL _ Legal Description(Attach Map and Legal Description if necessary): Sari 1 e,C EStv-tC$ Lo i 0 q TeuX. ED - (, ( � 0(,) -- 0 04-0 Part B: (To Be Completed by Sewer Agency) 11 1. I$ a. Sewer Service will be provided by side sewer connection only to an existing Co size sewer 2( feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ • C r--- SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required • ❑ May be Required c. Other: 'WORKING TOWARD A BETTER ENVIRONMENT Si WER DISTRICT Title 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 D to H-Il CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Si Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I her • certify that the above sewer agency information is true. This certification shall be valid for one year fro date of signa ur �LA AY 2 5 2°U° 2000-153 PERMIT CENTER KJIN"�ik5[�u�p�pnirtxt+w �fn�iN�l�l^tR >n»�x. , �a�mr�rewrw' C` Z: �'* �:Y S' �Rl ll33"' �i �T. ii"`. a.'. �a..`'. �G '?S;itS�£P•Twrm�na!r_��^:nmsa�! wry -i.Y}syw�',4r�';vr �arK., r. , „ �n YC' e RnSeA a+ } l [� _ U , 00 co 0 w u- 0 Cy I— w ZH W C 0— 0 H_ =w �.0 w z = ` 0 z E = F625.052.000 18197) - , ..+ � rn • rn' . n nnnlpnrn M/ ua •0•..1. - --. .... .. ^ 1 -- Detach And Display Certificate - F625- 052.000 (6/97).' DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL T REGIST :. •; #, . EXP 4. DATE ; ' iCC *204Z0*1Z/ — DUJARDIN DEVELOPMENT' CO • • PO BOX 1059 SNOHOMISH. WP 98291 -1059 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. #.- EXP. DATE CCO1 DUJARD *204L0 12/16/2000 EFFECTIVE 'DATE 06/20/1980 DUJARDIN- DEVELOPMENT.' CO,. <. PO BOX 1059 SNOHOMISH WA. 98291 -1059 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES L.. DETACH TO DISPLAY CEP'' ,CATER PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD Please Remove And Sign Identification Card Before Placing In Billfold F625 -052 -000 (3-92) — — 1 FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUMENTS, LOT 04 ADDRESS: 4206 SOUTH UT 137TH STREET TAX PARCEL I. D. #: 261200-0040 OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. S.E. EVERETT WA 98026 425 - 743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - STRUCTURAL - 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 - B.L McDUFFY 3605 COLBEY AVE EVERETT WA 98021 425 -258 -4438 CONTACT - BUD CONDREY 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 1) 00019 EX ., PLAT ARCHITECTURAL PLANS Sht 4 of 4 APPROVED PLAT DRAWING PI.0 MASTER HOME DEVELOPMENT PLAN PLI PHASE A - HOME DEVELOPMENT PLAN PIS MASTER ARCHITECTURAL GRADING PLAN P1.6 PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT P2.I ARCHITECTURAL SITE PLANS LOTS 3 - 7 P6.1 SITE SPECIFIC SECTIONS - LOTS 1 - 4 & 17 P8.0 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 04 f1Yii, L°' N,> EERJNI C -8 FOSTERVIEW ESTATES'EtRAINAGE PLAN. - C-12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C -13 AS - BUILT - WATER EXTENTION PLAN ARCHITECTURAL COVERSHEET Al. CODE NOTES A2.1 FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN A5. 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 ARCHITECTURAL 1 URAL HUM A (FROM BASE PLAN # 132000.059) REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF 'TUKWILA BUILDING DIVISION. NOTE: REVISIONS WILL REOUIRE A NEW PLAN SUBMITTAL At NAY INCLUDE ADDITIONAL PLAN REVIEW FEES. 1 understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not author�za the violation of any adopted code or ordinance. Receipt of coo- tractor's - ..,... pla -_. .. ged. Date E Permit No /rCcEsS 1-6 t 8-/-1 CORRECTION SEPARATE PERMIT REVRED FOR: CHANICAL CTRICAL , liWMBING � LEAS PIPING CITY OF TUKWILA BUILDING DIVISION t. 2 Y ?frig tEk L J These pians have been revfe.ed by the PubUO' Works Department for conformance with current City standards. Acceptance is subject to ^rror and omissions which do not authorize of adopted standards or ordinances. The for the adequacy of the design rests tc:1!'/ designer. Addlhons, deletions or revicbr,_ to Ltese drawings after this date MD void th:a acceptance and will require a realablNCe1 of revised drawings for subsequent approval Final acceptance is subject to field inspection by the Public Works utellies Inspector. By: 7 � 26 /2oc� Y PERMIT CENTER 1)2000-IS Z U Y!1 Z ao E 00 r , , W Q c4 Z Fi a wn RECEIVED I cry OF TUKWILA COVER SHEET AREA LOT A PHASE LOT 21 5 LOT 22 8 LOT 23 Lor 24 6 'LOT 25 C LOT 26 LOT 27 2 LOT 28 e 7 LOT 29 D LOT 30 LOT 31 LOT 32 8 LOT 33 A LOT 34 3 LOT 35 A LOT 36 9 LOT - 37 C LOT 38 4 LOT 39 C 10 LOT 40 0 AREA LOT # PHASE LOT 1 1 LOT 2 A LOT 3 LOT .4 LOT 5 LOT 6 LOT 7 2 LOT 8 e LOT 9 LOT 10 LOT 11 LOT 12 LOT 7,3 LOT 14 3 LOT 15 A LOT 16 LOT 17 LOT 18 4 LOT 19 C LOT 20 ...01E12131011S 1. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR FOOTINGS, FOUNDATTONS, ETC. MUST BE ACCOMPLISHED IN ACCORDANCE WITH THE APPROVED HOUSE DEWLOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS 10 BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE HOUSE DEVELOPMENT PLAN AREA/PHASE W 1 THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVF0 GEOTECHNICAL-ENGINEERING FIRM. 4. 714ESE GEOTECHNICAL RECOMMENDATIONS ARE IT) BE INCLUDE') AS PART OF THE SUBMITTAL FOR EAC14 OF THE SINGLE FAMILY HOME PERMITS: ON A LOT BY LOT ass's 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. a CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. . GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS, FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE "UPPER PORTION" (SOUTH END) OF EACH LOT WILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINAPON OF 2.5:1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF THE LOTS WILL HAVE THEIR SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT 6. THE APPLICANT IS TO INCLUDE, AS PART OF THEIR SINEXE 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 PRELIMINARY PLAT NO. L93-0014 FINAL PLAT NO. L99-0018 7. DURING CONSTRUCTTON, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE: A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES. 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 RECOMMEIVDATTONS. 8. THE GEOTECHNICAL ENGINEER IS 70 PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE %11H• THE GEOTECHNICAL, RECOMMENDATIONS. g EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERWEW ESTATES, AS APPROVED BY THE CITY OF TUKWILA,,CONTAINS AREAS, CONSISTING OF SittH SLOPES EACH OWNER HEREBY RELEASES THE or( OF TUKWILA AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM ALL CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS ATTORNEYS AND EXPERTS l-tts OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT; PROVIDED, THAT THIS RELEASE" SHALL NOT APPLY TO 'CLAIMS ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING, FROM THE SOLE' Of? CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS, AGENTS AND EMPLOYEES. CITIAESEAMESEMLEMEAMETI P.M. #230415- I--0 I 1 THIS .EASEMENT GRANTS TO THE OTY Cr SEATTLE (HEREAFTER REFERRED ID AS GRANTEE),, ITS SUCCESSORS AND ASSIGNS, THE RIGHT, PRIVILEGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT, ALTER, IMPROVE, REPAIR, ENE5012E, OPERATE ANOMAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION' FACtUTIES. TRANSFDRiiERS, DUCTS, VAULTS, MANHOLES, CABINETS, CONTAINERS, CONDUIrS, SIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCES TO MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO NE ■LOCATED ACROSS OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, TO WIT; THOSE AREAS HEREIN WITHIN 7149 PLAT OF FOSTERWEW ESTATES DESIGNATED AS - UTTLITY EASEMENTS AND/OR ACCESS AND UTILITY EASEMENTS TOGETHER 1WT1 THE RIGHT AT ALL TIMES TO THE GRANTEE, 175 SUCCESSORS AND ASSIGNS, OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS .AOJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE-OF INSTALLING, CONSTRUCTING, RECONSTRUCTTNG, REPAIRING, RENEWING, ALTERING, CHANGING, PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM AND THE RIGHT AT ANY TIME TO REMOVE ALL 0!? ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS ALSO THE RIGHT TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS, AT ALL TIMES TO CUT AND. TRIM BRUSH, TREES 05 OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION or THE GRANTEE, INTERFERE WITH THE "MAINTENANCE OR OPERATION OF THE SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED 01? PERMITTED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE. as SUCCESSORS AND ASSIGNS THAT NO DIGGING WILL BE 00115 PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACILITIES OR THEIR SOLIDITY OP UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMI I mu WITHIN FIFTY (50) FEET OF SND LINES AND APPURTENANCES. THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW, FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO, THE RIGHTS, T7TLE, 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 AND APPURTENANCES FROM SAO LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM, AT WHICH TIME ALL SUCH RIGHTS, TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. OPEN SPACE rsASE'MENT LINE TABLE m mt.....j.... afrr 01.2 310019 Oa 10.13 0.3 N8959`521 58.26' E1,4 N7340711 10270' EL5 N73 i5 2.62" ae N1926'34Y 456 EL7 N11778"55E 51.21' E1.8 11095532 7544' 0.9 N572054t 27.23' EL10 318323 29.05' EL11 5132557E 2255' E512 N893614 46.42' 1213 N1,09 .361 3565'" F134 6816 OW W" - 47.06 af 5 N81716'091V 5.12' 036 NI653'05"E 3200' EL17 52120455 25.84' 11..18 N112 W 14.86' EL19 N7741 .7 2092' 61.20 N5242"47N 32.09' 61,21 N5252'471 28.92' 06.22 N892 10 0,23 N8970* 24.3V E524 N6920'5616 16.55' E1.25 N6041367 5267' E1.26 N00'00'00T 9.61' E127 N8920'561 01.38 575'39,,E 45 . 91' 0629 N6802'39"E 2542' ELM 61918'54V 38.71' E1.31 N3235'1211 33.44' ELM EL33 forsTsst 1582' ELM NO8 E1_35 N410e2N22.68 E1.36 NOT 4.32'W 21.13' E137 6 4 5 3 C -. 1"V 0 0 3 ELM 222'48W 1988 E139 N3855:3 211 01.40 N6453 41"W 41.65 13.41 N3811534E 16.15' 03,42 N745641E 26.99' EL43 1 31.75' a44 N3450'32T 2595' EX45 50619'497' 15.18' EL46 N25•35 a47 NOZ•44'34• 17.08' 11,45 45175'211 21.05' ao N22'42'40 16.28' 5.50 , 1.187 2074' -EL51 KET46'213'w 10.63' EL52 N8548'285 557' E1.53 N01 11600' E154 N3.55557 74.34' EL95 s58571.5 80.93' OPEN SPACE EASEMENT CURVE TABLE 11111111111111 066 A 603 33. 6 2 (3 7.3 6 2 5 26 5 EC4 20.00' 49.81' 142 RECEIVED CITY OF TUKWILA 166917 089556 FOSTERVFEW 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 TUKKILA, KING COUNTY, WASHINGTON 547 2Z 04C 6Y _ 208 NO SWF 4 cc 4_ LAND USE CONSULTANTS ENGINEERS o SURVEYORS • PLANNERS e MANAGEMENT R.L. McDUFFY & ASSOCIATES, INC. 3605 DOLBY 415115 EW'RETT, WASIANGITIN 98261 (425) 258-4436 FAX (425) 251-1616 op powslosiallfilInnami t PLAN Q L PHASE A PHASE B PHASE D PHASE KEY PHASE C PL 1568A 1568B 1843A 1843B 6 2060 5 2108 5 (+2) 2246 5 2119 6 CONDITION — L CONSTRUCTION OF IND MOD'F.D FOOTINGS, FOUNDATIO LOT # PHASE, PLAN PORCH , AREA , LOT # PHASE PLAN PORCH AREA r-• IN ACCORDANCE -- -- I i , -J _4- DEVELOPMENT LOT I I843B X LOT 21 2119 1 LOT 2 : 1843A X LOT 22 1 B 2060 5 A - 1 i 3. LOT 3 2119 LOT 23 I568A F — LOT 4 1 1 2246 LOT 24 , I568B , 4. AR DEVELOPS IN, CORRESPONDING CONS RUCTION, \ THE CONSTRUCTION AREAS S BE DErmIA•,, PER THE GEOTECHNICAL REC. MMENDAII OF ASSI OR ANOTHE OEOTECHNIA, ENO! 4t RM AS APPROVED BY TH CITY OF TUR TO BE INC E SINGLE F BASIS, GRO DATIONS B N OF NOUS / THE HOUSE DEVELOPM THESE ORYTECIINICAL REC,OMMENDATIONS AS PART OF THE SIBSITITAL •FOR EAC-H OF RESIDENCE PERMITS; ON A LOT BY IN CONSTRUCTION PHASES. LOT 5 2108 X LOT 25 C 1843A 6 LOT 6 2246 LO'T 26 I843B i Tun RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION E ECOMM LOT 7 2246 LOT 27 1843A FOOTINGS, FOUNDATIONS D FLOOR S AREA TO ALLOW FOR THE INSTALLAT l CONSTRUCTION AREA AND PHASE MITIGA ON M LOT 8 2108 X LOT 28 1843B FOR SOIL STABILITY AND EROSION CONTRO BEFORE B ----- ----,- - -- 2 ---- ---- -----j H DURING HOME CONSMICI1ON. ■ C. GPOTECHNICAL REQUIREMENTS NEEDED TO ALLOW DOLMEN LOT 9 2108 LOT 29 D , 1843B 7 1 TATION OE ADJACENT DOME BEM/RANT CONIMUCHE Alt/ ' I i D. oonntucnorr DEIGN PABAMETELSONA LOT, LOT BASI 0T S " _ 1, 10 2246 LOT 30 I843A E. FOR LOTS 1i THROUGH 34, THE UNSUITABLE MATERIAL SHALL BE OVER,EXCAVATEDRURINO CO RUCTIONIOF _ , I- FOUNDATIONS, F0471INOS, AND FLOOR SLABS DITIONALLY, TRIM ILL 1! WEIRD EXCAVATION AND REMOIAL OE UNNETABLE LOT 11 1 2108 LOT 31 2060 SOIL DURING DRIVEWAY CONSTRUtlION. --1 — , - - ''' ' ' ■ ": ' , LO 1 , , , — _ 2119 — F. AOR LAYS IS THROUGH 40,13113 SLOPE ON Tpt ER PORT1OW T 2 L01' 32 (SOUTH. END) OF EACH LOT WILL BE BAs ED I568A :IMMATI rorgvarlor 01 ACHIEVE AN INCLINATI '22, 0 ..... _ ACCEntall mow it TONOVIDEA CANTILEVER CONCRETE or L,OT 13 2108 LOT 33 A 2060 8 MnANMLY STABILIZED MAININO WALL! TIM .. roincer polar END) OF THE LOTS WILL - HAVE THEIR S 1 p E PRODL CORRECTED DURING LOT DEVELOPMENT: .. - - I LOT 14 2108 LOT 34 2119 6. THE APPLICANT IS TO INCLUDE, AS TART OF E1R STN A 2108 _, , , -- - - --: FAMILY RESIDENCE PERMIT THESE 0 • CHNIC LO T 15 A MOIYFD (1) 3 LOT 35 1843B ENGINEER THAT CERTIFIES 014 A LOT IT LOT MUM ED IN WAS, RECOMMENDATIONS AS WELL AS A LEITER FROM TItE NICAL - - THAT THE HOME, FOOTING AND TIOUNDA ON DESIGN OT 6 MODFD (2) LOT 36 1843A ADDRESSES AND FULFILLS THEIR GEIVIUL R MENDATIONS L 1 2108 7. DURING CONSTRUCTION, THE OEOTECHNICAL ENGIN IS M OBSERVE LOT 17 2246 LOT 37 c 1843B 9 THE IMPLEMENTATION OF THE ROUSE DEVELOP PLAN. FIELD REPORT ARE TO BE SUBMITTED TO THE CRT OF, -- ' — TO ADDRES: LOT 18 2060 LOT 38 1843A A TEMPORARY EXCAVATION OF CONSTRUCT' MITIGATION MEASURES B. VERIFICATION OF FOOTING, FOUNDATION, LOT 19 , 2H9 4 LOT 39 1843B AND FLOOR SLAP IINTALIATION METHODS ' -i PLACEMENTS AOCORIT40 TO OECE/CHICAL C. VERIFICATION OF BIA. NU AND PREPARATION LOT 20 2060 , LOT 40 D 1843A 10 1 IN ADJACENT HOME DEVELOPMENT CONSTR ACCORDING TO GEWILIINIGa, RECOMMENDA HOME PLAN MATRIX & SCHEDIJLE SEE SHEFT (1-1 FOR STREET ADDRESS OF EACH LOTS) D20 • 1 THE GEOTECHNICAL 'ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPL2HED IN ACCORDANCE WITH THEIR GEOTECIINICAL RECOMMENDATIONS. ARMS .441) NINO WALL DRLVEWAY S NSIRECI °N AREAS TRACT ''A'' o ME DEVELOPMENT _ PLAN PROPER LINE - (nucr aor) TRACT B" KEY PLAN - ---r R/14' RECENED CITY OF TUKWILA PERMIT CENTER 20 40 80 160 ____1111.11111. - 1111111111 &1 E 7i = 40' 1 Lt ■16111•111■1011••■•1 PLOI NOTE (AS SHOWN ON C-2) TO REMAIN APPROVES REMOVAL. IN PLACE UNTIL PUBLIC WORKS NOTE: 1. FOR EROSION CONTROL - EXISTING SILT LOT 5 2108 I LOT 6 2246 LOT 7 2246 LOT 8 2108 • - B LOT 9 2108 LOT 10 2246 LOT 11 2108 LOT 12 1568A LOT 13 2108 LOT 14 2108 LOT 15 A moNPD (i) LOT 16 2108 MOD'F D (2) LOT 17 2246 LOT 18 LOT 4 2246 PLAN: USES IN PL 1568A 2 1568B 1843A 1843B 6 L 2060 5 2108 51.2) 2246 5 2119 6 LOT # PHASE PLAN t gft r Ai Di rAREA1 MOD'F.D LOT # PHASE PLAN PORCH AREA LOT 1 1843B X LOT 21 2119 LOT 2 1843A X LOT 22 B 2060 1 LOT 3 A 2119 LOT 23 1568A H LOT 24 1568B LOT 25 C 1843A LOT 26 1843B LOT 27 1843A LOT 28 1843B LOT 29 D 1843B LOT 30 1843A LOT 31 2060 LOT 32 2119 LOT 33 A 2060 LOT 34 2119 3 LOT 35 1843B LOT 36 1843A LOT 37 c 1843B LOT 38 I843A 4 LOT 39 1843B 2060 LOT 19 C 2119 LOT 20 2060 LOT 40 D 1843A (SEE SHEET (Ti FOR STREET ADDRESS OF EACH LOTS) 10 , HOME PLAN MATRIX & SCHEDULE EA / 153 - TRACT ''A'' PROPER Y tINE - (7PACT 80r) TRACT ''B" LI OME DEVELOPMENT PLAN DETAIL, PH AS-E - - KEY PLAN • RAY- CI4 ( I LA PERMIT CENTER 20 40 80 160 MEIN l 1 = 40' c6 1 1 PH SOUTHGATE PARK pODbi E. U71L /TY 15' NAn.F 12'GETA770N BUFFER 1/17L /T✓ POL EX ROCKERY EX CONC. WALL EX GUY POLE GRADING AND STREET PLAN PER CIVIL FINAL GRADING PLAN SHEET CO3.1 PROPERTY LINE - TYP /TRACT BDYJ TRACT " 7 SCALE 1:40 0 20 40 60 80 \ 'IEY LAN 160 POLE e- -- S >.�71NSTREET � -� 1E 51EP5 E ASID L I 1 1 I I � I NEW SCONC WALK _1. NEW S'AS ? >1r: SEE SHEET A5O FOR SITE STEP INFORMATION RECEIVED CITY OF TUKWILA PERMIT CENTER In IF 4 P1•5 10" PRIVAIE ARAWALL6VT 01 02 03 04 05 06 07 08 09 TOTAL TOTAL CUT FILL 348 133 177 266 35 37 CUT FILL 0 0 N/A N/A 0 4 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 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 N/A N/A 26 27, 28 29 31 32 33 34 35 TOTAL CUT TOTAL FILL ADJACENT TO LOT WITHIN R.O.W., 122 N/A N/A N /A FILL N/A N/A N / A N /A. N/A Ex OM/ PQCE.; FINAAI:, GRADES F1 EA.s MEN:SEACE wENr PEDES7A ,0A.YYLRT fYIB[/C UIRIl /EA - E.0 ROO(E7? EX .CVNG WALL;:� EX. CUY POLE: — `"�� PIRXX IORMfCE LS4 kd \?., SCALE 1 :40 160 NEW 5" ASP'S'. WALK � CUT 4 FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE.' EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS, CRAWLSPACES, THE AREA UNDER THE GARAGES, BACKFILL FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OUT. LOT 19 20 21 22 24 25 ADJACENT TO LOT WITHIN R.O.W. N/A N/A N/A N/A N/A N/A N/A N/A SOUTH GATE PARK 1 FFt 57M4Y AND PLR, WV, EA5L77ENTJ 971ER ESV/ D2DO1tJ€ -- ;£ 137TIf'.STREET SEE SLEET ASO FOR SITE STEP IFFORMATION RECEIVED CITY OF TUKWILA PERMIT CENTER {t1 a G . z 2 0 U 0 P a4 p z O U 0 04 O 20'F1ONT RETRACE- air L 3r etmesnuAN WAY MET LOT RES T. DRI EXP ARY SE ' DR 3551 SHALL-EX PER R " FR F : TTE THER ST INC FO PI.I,PI HT VIL SH YS, - ALL • 7 YE SED • REGA MUM WIDT '• f3E 20 4,F 6 f3 . 9 'TRENCH D IN TIG S TO HA % AT ON = i 3►i.A •.5 2f FRONT RETRACE SEQUE • ING AND nnj+N AVON CON QQ ION ° 1 AND P dPEN. SPACE ' r�. NT. ER ESACKFI ., •SC• K COOP Y TO 10' PRIVATE SEWER EMT D 09d0 '31' R - 388.1 s' L = 1.59' 50.00' jrriri v ss mire our r our • " �� SHAL 5E 4' Q1`1 P5 •- • T • • •5 N =1? PRO DE 4% - •SITIYE G •nIANT. TIE TIG1 TLINE •• FOOTING DRAIN T• ETHER •T — 17•I1_4 • . r o'TJE"GCE• •• A • TIGN �.. ! THEN CONTINUE TIGHT Cs. TO- STORM DRAIN. 5 Smell -'+ %EE CtVI,L IEET C -12. 3 a °. - � - '� • •� E NINUftOF • - P• . •e(.1DT. OUT • NFRAST 156.17' N - T • - -• -- • -- -- - 7PS9 . - -._ These plans have been reviewed by Are MID' Works Department for conformance with current City stand r Acceptance Is sub., - " and orris do not authbr adopp . , f.r.rds or ordlnancer forth.: .� of the design rk design: .:;ions, deletions or dravar, T _T (:pis date Will vE ..:a and vr:i r o a re0i fldttal for sub.: apprWaL final acceptance IS e1NOCt toq 1 . �;aioo bp ea Public Works unties Inspe A 1 2(p 12,000 B II SITE PLAN NOTES I. THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES. TN -FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRE5IDENCE OVER THOSE ON NE HOUSE PLAN MALI OPO&R}4PF Y• 46.64-1041- EN-rek EEC P4. • — — • — 40 CO Lc> U lll joJ r - � -�-� a7 p O : T CI) U Z Q. O �. ` NG Q a RECEIVED t CITY OF TUKWILA PERMITCENTEF TITLE JOB NO. - 90013 DETAIL PLAN SHEET P2.1 MO' 28 1 era sir 1 .. PROPERTY LINE i w FI N L i 9REATER THANIIO' - Rid:MU IY LINE Tf RB{\TER THAN 10' 8 PROPERTY UNB 14, ,411 91 N .PROPERTY LINE 2Y. V4' 1 4 b it E PROPERTY L NE PROPERTY LINE PROPERTY LINE P6.lJ SHEET I 1 TREE }/�/ 1^ Kappler Architects, p V • • i 3 S� 15th ST. Bellevue, as: Ing?on 98007 i42D 641-5320 +` Fax (425) 641-5318 $! DU JAR T T N L�� \\ 11 L U J A R � 1 1\ Date y Description ,---- 5 `� rtft;' E1fi, y ,,_)_ ?fCT `` s F L n w „s, , ti 051240 IX PERMIT SET 740 RU CITY CO ? MHNTS •CLOUDED FOSTERVIEW ESTA THIS. PAM G IS © COPYRIGHTED AND S THE E, LUSIVE PROPERTY OF THE ARCHITECT MO' 28 1 era sir 1 .. PROPERTY LINE i w FI N L i 9REATER THANIIO' - Rid:MU IY LINE Tf RB{\TER THAN 10' 8 PROPERTY UNB 14, ,411 91 N .PROPERTY LINE 2Y. V4' 1 4 b it E PROPERTY L NE PROPERTY LINE PROPERTY LINE L pOtD 153 RAIL CLEAR '1.13 S I IR' CLE • M NORZ 6r a b' oc 104.3 A•U DANE° Fax•4G(. DW 1 Bk1 AP 118041L81E • - 4 1iDR2. E1AR 3'•0' • w ?' - -.. toiv.381EET a.0 ro 3'•8' FOUNDATION DETAIL 1214 BAR • TOP E `S. (Q ;41.2. esaR 4 6 a }; 01,1x: 3.94EETA4) ONIP PROOFHD OIY I BNT AU 2 iEATLINE 1108 BAR4- D' a9'P9e > TOf f7P IV.3 B6EET 4• . TOP CP 3-EAR FOUNDATION: DETAIL 8/4 f-C 051 rte BAIT CCNi ) I - ■ lON, 3 94EET A -11 SOLID &/a8TRATE '. NE DETAIL EAR3,0 FOR ND DRAM CrNSTRUCTION 0DN, 2 SNEET.A -D - , :NIB , i FOUNDATION' DETAIL OE800.1o' • 3/4 f.O � FOUNDATIOM `DETAIL 314 1 ; 11/2' CLEAR il 1 � I I!Y CLEAR 9 vERT :.J EL3R " a B' ac 1 BIE 3•I. ' DAt1P PROGFR4G f fNV 1842 AU � gg2pR� e 1 6OUER:AP (01 (DIV 9 SiEVI AA/ ,. I� F 'y'4t4RZ },SAR 3.0'•G'vt , e � EpET • .,'ar T P Y+. 4U .. -- • w , • ) ►COT D 411 T / RUCTION • y'GIY'2' .A =U ' ( 4 BA2.O(jNt ' (0)W. S- SNEETA it 99LIp,8{IBEIRATE 4 (''CNG'✓ LAB (*ER 4' R v< ' ' WER VAPgPSEAgF14k -� 5.47010 AL1 aV X388' 50: W.I.. BTEEL.YLATE RS • 4:-0' �� 9 ,� OG, OT N. 3S E EEXCkPT 1 eRF A6 ecoLE 7 BiEM . pEDU.E T MN E-Pp)ED. - (v.E' LOP vERt. EAR(9' -0' M4) • E. ea (DM 30EE1 A''•U 806.: 4' CONC. 84. OVER VAPOR FOUNDATION IDETAIL . 0/4 -O' 03300 OB OUNDATION DETAIL I2' CLE 12' CLEAR 5/5'4+d0' AB. 1RU ')2.0338 PL 8Q . STEEL ATE U&4B� • 4' -0' OL. (DIV. 3 SHEET A -U EXCE AS NOTED ON BMA/WALL B:IEDB.E T' Fort E13E0.F (21.4 BAR (2) 4 BAR • TOP • WORE DAR • (DIV- 3 9tEET A -11 PAM PR04T45 ( Dlv 1 0+0 AV •GNTL4E 4 /CREAM / d' • 10 iv+ JOB 590. 98013 L . �f TIES 429 F0O1RYs •0181 TOf'4 31-03 rEOTTC'■1 *(0 (R. RRp8T/I ::I 36'x36 - k70 r+fX4C PAD WAY 0 50LE3 STEOTE 080 T°( ENF N 0R 8 . Typ. DECK CROSS SECTION FOOTING DRAIN DETAIL FOUND ATION DETAIL J 3i`r •cT' Cl.YAN.t AN STRUGTt»AL FILL SEE SITE SPECFIC FOBDANCN DETAIL FOR FOOTING CCRSTRlCTIGi FAD - I1:4AtN 000. OR EQUAL D 1/5' MATERIAL Met O+ER DRAM 4. RIGID PE>fo?ATED PIPE (POL+T}+t 0040 41) 4% MIN. SLOPE. °�F•R9N GRADE ' NOTE. BAG. MJST t3E 44 t. PLACE P0QR TOW - I 83304.L LP WAI,I:, 5/8 A(3. EU x1 • • BL1. STEEL DATE a4' -0' OG 101x. 39tE •U EXCEPT AB NOTED CN IAd,L SCIE0iL.E _ EMBED. r214� - L�!VE gAR a tt' 1' a.�iCL )I3 CLEAR „r )Dty. 3314 E/ i.ii x MvERt.JESAR 98'a =E,� E R N. 9 BNEE1 A -U ;a m g 0R0Cel8G / nN 1 %R AN - NDRT. OAR• 18 8' OvER1.AP -) ) 4. 3 evw A-!) GNTL+0 (8/ $AR coat: 101x' 3 91E87 A -U BEE DETAIL 94•83 FOR - TINX ORAN CONS'fRUCTICN 1 8tEE1 A•U eCNT- A4U R 4' RJCJ) 9140 A/U EXCEPT RVBtEARAALL MIN. itE,FD. WEAR • 1C4• • .` � .TY - a; RILL MU 9 VERT. Je .R GRE0.• 8' a _ (01M 3'.B6EET 40) _ • OAMA' PROC•NG ( OW l ENT AU• 0 4 NEM BAR a0+' 10141 , 0 880 +P 0180 0 (Div, emir A-U 183980+ , _ 4 11482. BAR T•0' 4 (DIV 3 - 54 A.» E DETAIL 5/1818•042 1901 -ER8$ CO8868IC8CN 54E8T 0.17 DOE8 0401 ELIDE IN TNIB tram8Ya BRANS Y. FOUNDATION DETAIL 3/4 I'-0' 0 AB. EV 2X2 »3A8' 50 FEEL PLATE WA84800» • 5'-0' OC. (DIV. 3 5 A -U EXCEPT 00 NO180 CN 9EAFAOLL SCJED)E 1/11N, 001E0. -(114 BAR s TCP 4 0000 BAR 01' OC- 1 -6' CORER OVERLAP (DIV. 3 SNEET 0 -1) 4 VERT. J BAR IS' OG. ALTERN4T8 BENDS (DIV. 3 E EET A -I) TOUTLIFE DA•01 lON. 1 &EFT A • U SEE DETAIL 9A58D FOR FOOTING ORA4 CON$TR0TION 1010.1 00001 A -U SOLO SIBST2+TE (3)'•4 BAR CC•4T. 1Di4. 3 8.01 A -I) SOLID BEBSTRAT 13)4 EAR C000 )019938+€ A - ), 4 NERT. BAR • 8' 0e )E ))' 3 8NEE1 A•1) TOCL,INE 03300-06 - 8R 8 8188) PL418 DIV: 3 NEET A - 8NE SCNBDI08 i*xi& YKJ W48NER3 •.4 -0' O EXCEPT AS T t14 EMEE% (2)4 TOP 4 t4 BAR 10' O.G, I'•8' CORER - CON. 3 SLEET A•U vERT. J SAP* OD. ALTERNATE BENDS 7 DIV. 3 81E81 A•U 1GN118E 0 DzFWPROOFRG (Div. T 84EE1 A -U 'l. SEE DE /Ak FOR 400140 DRA8 na4 10)01.2 88EE1 4 -i) BAR • W' 0C• 85.0 i1NT OF 51 1 0 1V. 3 9NEET 4.0 4' ■1018 ESA/4410' oc _ (ow.3 8+0+80 A -8 002219/140240 ( Div 7 -9114)) - p L g �8) EAl2CGNt. ( 21At74E � ` - eV NI L548 cote. 131 AT TOE . (Div. 3 situ A•U 800)0 05451RAT8 SEE DUAL 94 FOR E000/0 GRAM CONSTRICTION 10)0.18448ET A -U' 0 93 CITY OF N 0ER80T CENTF NOTE AS-511/L7 /NFORMAIION IS AS OF 9/30/99. MANHOLE LIDS IN PAI'MENT ARE IN A7P. RIM ELEVA77ONS MAY CHANGE AFTER FINAL LAYER OF ASPHALT PAVEMENT HAS BEEN APPLIED. 10 -WAIF EX SAN MH 1.9-32 RE 2371 /E 2307 PLDESIRTAN AND PUBLIC URUTY EASEMENT 70 U77L /TX EASEMENT 15' PRNAIE SEN£R & ORA/AV ESf/I 31 4 77 1147.9 5' UIIL /TY EASEMENT L a/ \ 0477.27 3 PRNA7E ORA/NAGE AND SENER E541T 5 Un ✓Tr EASEMENT WA ER COURSE 5• UNL /7Y EASEMENT P 'R7Y LML - 7W ()FACT T WV - - TRACT ": GRAPHIC SCALE. WATER COURSE S O UTH GATE PARK / — "E'CT° "E WALL EX SAN !MH 11.9-30 RE 18.'.7 /0 181.6 ALL MANHOLES 57/ALL HALE LADDERS AND SAFETY STEPS: SEIf£R PIPE S7/ALL BE PLC AS74/ 17-J034 SDR J. EX SAN MS ,/9 -JI —. RE 208 4 /E2022(8 "N• 5 &W) EDGE OF EX ASPHAL T SPEC /F /CAnoNS ALL HeWK, .SMALL BE /N CONFORMANCE N1771 I DOT (APWAJ STANDARD PLANS AND SPELYF7CA77OYS FOR ROAD, BRIDC AND MUNICIPAL OOYS7RUC77ON, p1Y or 7UKMLA PUBL/C I k ,SET ER CO1SIRUCAON AND DEIWZQ°MENT STANDARDS AND OIL WE SENER'D/S'7R/CT STANDARD SPECIF/CA77ON.S MANHOLES SHALL BE 48 - /NCH DDAA/E1FR, TYPE 1 WI/ ECGEN1R/C CONES THE MAX/A/UM HE7DYT Or THE RIM? ABOL£ THE CCWE S'bILL BE 24 /NCHE5 INCLUDING FRAME AM CO6f7e BASE SECT /ON SHALL CCIITA /N A PREFABR/CA7E77 G17NCRE7E CHANNEL 007917P' GLASS SUPPOR7ID P I LASTIC LINER BY CU L /NER LID OR EQUAL. ALL MANHOLES SHALL BE 0Y,4NNELED 70 7HE 074001V OF NE SEVERS THE /NIE'RT C THE OWLET 51 NER SHALL BE A ANN/MUM OF Q 7 FEET BELOW 77/E INCOMING /NL£RT ELEVA770/VS EX SAN MH /10 -12 RE 708 46 /E 10050 (8'/N S) £X 6058686 /E 10024 Or OUT N) EX CONC. WALL EOGE OF EX ASPHALT (ABANDONED) H /PE DATA MH NO. TO LOU NO SLOPE 2 955%, 2 EX 12 7/6 3 4 6 51%, 4 5 7949 5 6 1.73% 6 7 267% 7 11 70 30%, 8 79 10 55% 9 9 884% 9 10 5 55% 70 17 /7.98% 71 /2 14 95%, 12 13 866% 3 74 529% /4 75 724% 75 18 1520.% 16 77 545% 17 15 224% 18 EX 74 46% 20 79 75 13% CO (20T 32) 20 122% WA 12 COURSE SAN MH/10-0 MANHOLE DA TA WATER COURSE _ 578 \ EX SAN MH /10 -J7 ° �- __- - --RE 146, 1,37TH STREET /E 134.7 (8" /N,) /E 1338- (8" OUT,) EX SAN MH /10 -J2 RE 74966 R/W /E 742'11 (8" 5) /E 747. 45 (8 "'S) /E 74735 (8 "E) EDGE OF EX ASPHALT 8 9 EXPIRES 3-1573 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EVERET PHONE: '334 -5018 SEATTLE PHONE: '743 -6140 .MH NO RIM ELEV hVVERT ELEV 2 776.92 ) 777 69 /65 99 159 77 75935 5 781.47 4 8330 77204 172.87 5 179 09 777.29 177.19 6 77758 76963 769.55 7 174 79 166.96 766 72 787.20 7042 170 75 70 772 27 76572 763 42 75922 ((Rom 141/4 7) 759 22 (FROM 445 70) 75872 (OUT) 74790 747 45 742 95 142 65 755 48 755 78 751.90 (FROM MH 74) 751 77 (FROM MH 17) 757.47 (OUT) 746 73 75547 75532 717.50 17095 775 63 ( MH 20) 775 54 (FROM MH 8) 175 74 (OUT) 20 19758 789 95 17d70 ti c n oF 111KWIA MAY 252000 PERMIT CENTER C -12 • IPRY STAMM 1 - BLONVIT AMR RE7A2 13 - CD 1111m DEFLECT 1447841101 MAK O25* ANT 7V MAINTAIN OfT3t7 OF FROM C WA7FR COURSE CONCRETE ,OR/VE CONCRE7F WALL [ItT ---- CONCRE7E WALK CONCRETE STEPS MOW Ot CONCRETE SPITE COVIECT EX le /M8 - .2257ef, AVx 7E00 TRACT " A " Rang"- 1 - 45'16VD x COADRETE &ODOM /VOTE. DEFLECT WATERAIA/N MAX OF 25• PER JCVNT AS NEEDED 10 LOCATE MATERMAIN AS /A19fal7E0 ON PLANS (ALTA ND EKED) ALL TE COT! SE el; - 8: 225'11110 (Mix 114 MOUE LZLOCIV EASE LITE PROPERTyllE , -8_, 45* OA/ X MI) 1 - LY x REDIXD OM X PE) COM1.27 EX ra. IOW If LItJ L r MIRY ME ' -a: ODD OA/ X COACT571BLOGWV 4,4 STANDARD NOTES 167N1 NEW APVS1717711N w — I (SEE NT 0-14 LETZECT t47714110/ /IRV 25" AWL PER JOAVT - r Au MOVE ROCAINC 1-exeDE (A/ x fL) I - CATE MCC (M/ x17,1 1 - CATE ISALIE (31 x AM) CLADFL7E BLOLVAD 11-rXr112 + I - GCE MUM , x VIE Sr MIMI/ T A4117 IBM NOY HID BEIM stir (1475' LVACRETE MCCAW 1. APPRO4141,41E LOCANINS OF LOSING UTTUTTES HAW BEEN OBTAINED FROW At/ARABLE REO2WS AND ATIE SHORN F04 LriVIEIVENCE Or CONTRACTOR SHALL BE ,W%11 FOR IERiredlideW Of LOCAI1ON SYOMN ANO FCR DISCOMW OF POSSIBLE AL10/770NAL L/7111 TIES NOT SHORN 5V AS 10 7 AVOID DAMAGE 0 R DISTURBANCE 770E CONTRACTOR SHALL CONTACT THE UlTUTIES LAVITERGROUND LOCATTON CENTER 0-800-424-5.555, FRIOR 7V COVS717UCTION OWR OR MS RD SHALL BE CONTACTED R A UTTLITY CONFIXT EXISTS 2 CONTACTOR SHALL NOTTFY PASNICT ENGTAELP A Af/MiNIM Or 48 HOURS IN ADVANCE OF ALL REDEEMS PO? STAKFN4 71 OR AVSPECTTON • CONTRACTOR 5 RESPONSME FOR CONTROL AT RUE OF STAKING 4 CW1RACTOR SHALL #7.4W/%' 37/0P DRAM MVOS TOR APPROVAL IIHERE REOLYAW BY PIE DETAIL SPEOF/C47/O16 AM FOR VAR/Al/ON MOM VIE ENGINEERS' DESGN .5 CONTRACTOR SHALL INSTALL ECILI/PMETVT AV ACCORDANCE MTH MANGFACTIIRD75 RECOMIIENDATTOKS I 1 D #125 SPDX7CAITONS AMT CITY a' RAMA STANDARDS 5 CONTRACTOR SHALL FURVLSH AU MAMMALS 7 ALL MATERAMIN PIPE SHALL BE DUCTILE Rai CA. H-ON JOINT LW MECHANICAL A2W7; CEMENT-LINED (AM ,421.4,1 EXTERD? COATED 111111 CVA TAR VARNISH MISTALLATTON 70 DE V ACCORDANCE NTH MANUFACTURERS' RECYIWEAVAllOta AU /777I SHALL BE CAST IRON AND SNAIL CVNICRSI 7 V APPLICABLE PORTIONS OF ANSI STANDARD A211 L A21.11, 11152 B154 AM9 .4245X NTH A AWNS& PRESSURE NA//NO OF 150 PSI AND MBA RE WT & ALL CATE VAL IES 10 BE MUEUETT. AU HYDRANTS' 1 V RE aware St CUT-AS AND LAE TAPS 10 BE MADE BY COVIT?ACRYL MD 0725 SOPERINTENDENT: MOWER AND RAMA INSPECTOR All.ST EIE NO7717177 48 HOURS IN ADVANCE Kt CAST /ROV AIECI,64AAVAL JONT San( COLPUNGS REWIRED 14 MAWR SLEEPES .ALL BE MUELLER CAS T /RON XII ovxr coA7ED sa DI' ROVAC SST MTH STAAIE3S S/EEL FLAME 12 CO./TRACTOR IS RESPONSIBLE /OR YERTITAVO ALL Exvivc PIPE TIFFS AND S72E3' FDR COUPLINGS COMAVECTTOMS CUT-4V S AND LIE TAPS 15 3 1/2 FOOT A/AVIAIIIN OMR OW? ALL IMA)ERMAIN PIPES 14 DENIOPET? 7V PAY MR STAX COUNTY AND LYTY INSPECTION FEES ALL DETER LOCAITOILS 10 BE COORDWATED MP/ 1047ER DISTRICT 025 SUPERAITENDOWT 14 ALL CASTING FIRE HYDRANTS AND MAWS 70 BE OPERATIONAL PRIOR 70 COOMDVCEMENT OF CONSTRUCTION 17 NO CHANGES ARE 7V BE MADE MITIKAUT MR/77EN APPROVAL BY THE MD 0725 STIPETaWTEND- DVT 414 OISTRICT ENG/Mg?? AND 771E COY TIONIMIA PUBLIC MOWS EA/GREER 115 RI ER 70 MD .025 CONLVDCWS AND STANDARDS AND 70 THE CITY Lr TUR7112,4 STANDARD SIEDS9C41TONS MR ALL REIM/NAV NO1E3' AND DETAILS 1St PROMO( J/4" SSW( LINE AND TAP CONNECTTONS FOR EACH EX/SW MATER METER 22 MAMMA/ A2LOIMALM-1 OPEN TRENCH MALL BE 80 FETE STITCY PILES SHALL BE CORED DORM ALL MMUS OF PRECIPITATION. 22 MODF752 PROCTO? CrAPACT7ON AND ANYSTURE COVNIOL TEST REUNITED AND COPES OF TEST REPORTS SIASINTITL9 1 7 THE ASTINCT SVGINEER AU COMPACTION LINDER PAID AND WNW AREAS STIALL BE .957 MAVAILSI DERWTY WONTED PROCTOR PER AS//I 0-1,55Z ALL OTHER AREAS 70 BE SOT MAXIMA, DENSITY MODAgED APOCTOE 25 ALL MLLES FRE HYDRANTS AND MRIICES 70 THE AIETIR STOP TV BE INCLUDED AS PART DE4LL ATESSIBE AND PURITY TESTS NO EAVEPTIOhS 24 TRAFFIC COVITIG2 &VAIL BE AV ACCDWANCE NTH CITY Cr 72/KMIL4 REOLAKEIIENTS 25 ALL APE AND APPURTENANCES TV BE 1E37E9 10 WNW 10 FEET a - ANY CONNECTION POWS IAVLESS OThERMSE APPROIED BY ENOWEET2 26 COMOPE7E TWIST BLOCKING SHALL RE PROMOS) AT ALL BENDS 712S VAL ICS' OR OPIE? APPURTENANtES IMYERE INTEXWAL FORCES REOURE RESTRAINT: BLOCRTAV SHALL BE Lv Acraemer INN MD 025 STANDARDS 25 THE TESTING AM9 DISAWECTTON Cr THE WATER SYlDI SHALL BE 1111NESSED BY MO /125 1-rxeRfE(MIx17.) - r CATE aim pz xM - 8R.41E 2 CUIROPOSTS PER 110 "125 VET 4 1 - MOUNT ASSgY (1114 (SEE RI /125 PEW - nP) CONGA E 7 E BLOGYNC ALL REVOIED HYDR,ANTS SHALL BE DELIED 70 THE 047ER WM/CT YARD BY THE CONTRACTLX 1 - e x V COMECT EX 4 If 70 NETY e iv 2 - 4 45 YERT AMOS REZOCA7 E EX 4 VALW CONCRETE EX ASPHALT \ 1 - e x e TIE (MJ X FI) 1 - e GATE YALW REMOTE EX MVP AND INSTAL NEW NM BEITIRD WALK (157" RIAV) CONCRETE BLOCIONG T7P akt 1 - 1 - AR/M4aliM MET ASSDRY IV /715 DETAI f"' 1 - 22S OA x CONCRETE BLOOMS 1-ex 7121M/x11.) - 6OF0ivIZ x • t -mvawrAszietrats'nee • eveRir mane NOR/TI CRAPH/C SCALE 0 20 40 80 1" = AN .LEGRE ENTERPRISE \ \\ \ - rxe V2 \ - CAE YAU Z 1 - S4� YAM (IT x MI) I REDUCDP x 04,1 - IFYIRMIT ASSCUST (573' RIAV) CCAVRETE MCCRAW 1 3 50' MAX sna EDGE OF , ASRHAL 7 EVERETT PHONE: 334-5018 SEATTLE PRONE: 743-6140 Rzir „ %.s L _ EXPIRES 3- 1 5-00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY 96152.00 C-13 9 i'I IiLlif,I I l id 11I .I 12'0'x15 Dining 12'3'x12'3 Porch M. Bdrm 16'5' -11'6' Bath Office 20'0' -13'0' Hall Bdrm #3 1I'- 8'.11'9' JOB NO.; .. 9909022 Elevation Rear Elevation -A 172 153 DUJARDIN Unf. Basement - 1 I H floor Plan PLAN #2246 FOSTERVIEW ESTATES 28'-4" } ' >' DRAWING INDEX SOLLAkE FOOTAGE MAIN FLOOR 995 SF UPPER FLOOR 1251 SF UNF. BASEMENT 950 SF TOTAL 2246 SF GARAGE 503 SF DECK / PATIO 139 SF 5GUARE FOOTAGE 15 MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE 04 _ CALCULATIONS OPEN KAPPIER rES ARCRREOIR L pier Floor Bdrm #2 ll'0' l(V9' AL CODE NOTES A2.1 FOUNDATION & LOWER FLOOR PLAN A22 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS DI. STANDARD DETAILS D2. STANDARD DETAILS SI. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE C/� w x H. rel w 0..4 WI a N 04 g 41 0 At a IV-6 9' -6 112' 1' -4' 4' -0' 4' -5 V2' ep b Vil _N r FP -22 9 T -6 ' DI S -91/.' r_J Deck P.T. UJOOD IFP I 1 T -3' l' 605,5 \\11 ` 6068 Yip I f 2650 1x8 WALL I I I .. I 9 L 12' -8 3/4' Unfinished Basement GONC. T-3' 8' -4 1/4' 1 I I FP- 1 M" !gJ/ F P - -- / D D 1 `___J I L _ IN .UI 9-9 EL I DI� __ 1 ,_ I I I I 1 - 1 Garage FP -3 FP-I� 11 0 II DI DI , ry� ®Q •- FP 1 I IFP -241 t I0 1/2 16' -3' ME r F Plill 5' -10 &2' ' 24! - 0' 4'_4' / 28 SYMBOLS AND LEGEND (F] FAN -. DIRECT VENT TO-OUTSIDE -B ATHROOMS/LAUNDEEr S0 CFM MIN. .NL'ITCHEN 100 CFM 101.4OLE HOUSE FAN 100 : CFM MM. VTOS WHOLE HOUSE EXHAUST CONNECTED A 24 HOUR TIMER - 100 <(MMIN. VTO THERMOSTAT • 50' ABOVE FLOOR 1I0V SMOKE DETECTORPEt2UBC WITH BATTERY 3ACKU('. NTERCONNECTED 14 HOUR TIMER TO WHOLE FAN MECHANICAL, PLUMBING AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al • A PRO 6• DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO IETURN•AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. -CJ LAN St41m U4 P' -0T See Shark P 2.1 44 ion I 4 DI DI V2' CdI.B OVER PoDGID NSULAIION GLUED TO COIL. 5101 WALL. DI ( FP -2 4 1x8 CRPPLE WALL ABOVE, TO L14TE` SITE SPECFIC FOUNDATION FLAN TO BE NCLIDED WAIN EACH LOT SPECIFIC FERMI PACKAGE r I FOUNDATION KEYNOTES (FPH rP 2 1 FP_3 O SUPPORT DIv15O 06 IF T A•1 FP -i0 PROVIDE SOLID BLOCKING tI4NT JOIST __� SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW , SEE DIV. 6 SHEET A -I l FP -21 1 MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN IN BELOW SURROUNDING GRADE FP -721 (FF -23, GENERAL FRAMING NOTES I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS- 2. SEE TYPICAL MATERIALS LIST CN SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOIN I9 FOR GENERAL LATOJT ONLY SEE Div. 6100 SHEET A -I TRUSS LOADING SEE Div.. 0100 SHEET A -I - TRUSS SPAN PER FLOOR PLANE - TRUSS TYPE PER ROOF FRAMING PLAN 5 ROOF FRAMING SPACED, 24' oc. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x.4. VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9 ALL HEADERS ARE 4x10 OF 11 2 UNO. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND 12) TRIMMER STUDS O''CR 4'-0' UN SEE DIV. 06100 SHEET A -I CONCRETE STEM WALL 8' WIDE WITH MIN. 15'x1' FOOTING. WEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE STEM WALL 6' WIDE WITH MIN 12'x6' FOOTING. SEE DETAILS FOP ADDITIONAL NFORMATICR WEE DIV. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL CO 4' THICK STEEL TROWELED FINISµ W/ Ex6 WL4xWL4.LLNE ON 4' GRANULAR FILL. SLOPE 2' TO DOOR . PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A -1 • Wx6 POST ON CB66- I• ABOVE SLAB ON 36'x36'.8' MAT FOOTING ON SOLID SUBSTRATE W/(4) •4 BAR EACH WAY... SEE DIV. 3 SHEET A -I CRAWL SPACE VENT, WEE CALCULATION BELOW. SEE DIV. I SLEET. A-I ALL CRIPPLS E 2x6 3x4 16' o ® c. UNA. 14' MN E STUD WALL L AR ENGTH PER UBC OR SEE DIV. 6 SHEET A -I 4.40 BEAM LINE. MIN. T CLEARANCE FROM CONCRETE AT END OF BEAMS EE DIV. 6 SHEET A -I 4,4 POST (5040 POST NEC BEAM WITH 2x4) ON 90• FELT ON MAT FOOTII.0 UN.O, PROVIDE 4x6 POST • BEAM SPLICE t POSITIVE CON - NECTION.FROM POST TO FOOTING. PER DETAIL 16/DI. WEE DIV. 6 SHEET A -I ON 6 MIL G BLACK POLYETHYLENE GROUND COVER RADE SEE DIV. 1 SHEET A -I ELECTRICAL SERVICE: PROVIDE (I) 2 I/2' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND ill 51/3'x8' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDINU. SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -122 PRE85URE B OF SAME EZE AS ADJACENT JO IST. 24'X24'Xl' MAT FOOTING ONSOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16/DI ,30'.30'X1' MOTG SO SBSTRTE W/ (2) N BAR AT EACH FO WA OR ON I5' STRI U P FOOTIN PER DETAIL 16/DI. 36'X36'XI2' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY STUB STEEL 12' INTO SLAB • 12'oc FLOOR JOIST SEE DIV. 6 SHEET A -I 3' DIAMETER STEEL POST t FR EDGE OF CONCRETE SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERIND DOU,N ?- - -PON" LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFEREE? BY KICKER . HOLDDOUN WITH SIZE DESIGNATION,: VERTICAL STRAP WITH SIZE DESIGN,4T1(UN1' - W TO BE - USED ON FLOOR BELOW • - STxx HORIZONTAL STRAP WITH SIZE DESIGNATION.. O , INDICATES BEAM CALCULATION WITH INDEXED. NUMBER ExTENT OF SHEAR WALL I;.. TYPE OF SHEAR 1.. 2- WAL L,AEfOVE` , WALL _. NOTE; UNLESS OtNERWISE'NOTED. ENGrINEERWET, i GALCUI_ ARE NOT PRONTO -..I SE • RAW l MAIN FLOOR FRAMING PLAN . - Scab ti4•.I' -0' I GENERAL FRAMING NOTES) F -5 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST CM SECTION•SHEET 5 SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNMG MECHANICAL, PLUMBING, AND. ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHIXN IS FOR GENERAL LAYOUT ONLY SEE Div. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET 4 -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5 ROOF FRAMING SPACING, 24• oc. UNO 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER 5ECT10N 1. RAFTER TAIL 2x4. VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. N ALL HEADERS ARE 400 OF R UNO. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2: TRIMMER STUDS OvER 4' -0' UNO. SEE Div. 06100 SHEET A -I I FRAMING PLAN KEYNOTES 9 0,40C FRAMING AND SOFFIT AREA AS r F -I REQUIRED TO ALLOW FOR HVAC DUCTINL SEE DIMS SHEET A -I F 2 RAKED PONY WALL CP' OWER FP.AMInIG MEMBERS SU PPORT ING L UPPER ROOF ROOF FRAMING MEMBERS. I ALIGN EDGE OF JOIST WITH r.ACE OF WALL ALIGN OF WAL INSIDE L FACE OF BEAT WITH OUTSIDE FACE '�.�QI�IEIUlOa. UPSET - BOTTOM OF BEAM EVEN W /,BOTTOM OF JOIST JOOISTS AND TOP OF BEAM EXTENDS UP ABOVE r F -6 TOP OF BEAM A FLUSH WITH BOTTU 1 OF JOIST WITH NO TOP PLATE CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. SEE CALMATION SEE DIV. 01002 SHEET A -1 FLOOR J015T E SCHEDULE DWG SEE Div. 06!0 0 S SHEET A -I rr cF l SEE LATE H ELEVATEIGIOHT NS AND SECTIONS FOR P r PRESSURE A L UU G �_'J EE D1v 06100 SHEET A -I F -II FL OF JUSH g - BOTTOM OF BEAM EVEN BOTTOM ( � 19T5 W/ B E -NDS DquN ELOW ,1015TOF JOIST AND BEAM F -13 TOP CF BEAM 5' BELOW TOP OF JOIST TO r ALLOW FOR HVAC OVE BEAM AND BEAM BUMPS DOWN BELOW JOISTS (_F 2X6 OVERFRAMING o 24' OC F - 1 ?X6 CEILING JOISTS m 24 OC SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERINO DOWN POINT LOAD TRAN5FERING DOUN W/ LOADING AC HANGER ivy POINT LOAD TRANSFERED BY KICKER e HOLD DOWN WITH SIZE DESIGNATION 3 K 1#. VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STC _ HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH LJ INDEXED NUMBER EXTENT OF SHEAR: WALL TYPB OF SHEAR WALL — WALL ABOVE' 3ESEESIBt ^ 1UALL BELOW (1237.1 UNLESS OTHERWISE NOTED, FE INEE 4NG A CALCULATIONS ARE OT'FROV1D_L 1N - THESE DRAWIRES AMtTC NtEFt IT-6' , 8' -3 l r 4' -0 I/2' f Tie ' bm6a.. t Deck PT. WOOD Li Nook vINY ( F ) 3 ' - ' - F ;IJLJ ( p -U` ) Family CARPET 12' - 1' L Kitchen 41 t h, • VINYL. c 4 ._ I . T ,_ 2 . 1 a I 1 72 26 WALL Pan 2x6 WALL DN REFER r J I6R 3 UP IZ 14R P 1 1 111 D2 F.-18) Dining CARPE i 8' -9 I2' 3' -4' _ •36' HICd1 HALF w/ WOOD CAP 2,6 L L 1 1 t--5 Livin? I GARDE I C 9 'P r WUE -12 j x, GORIER CLIP F -',2 vINYL [� S - v io5 m \ • . e FURL m� �� M Entry 3@ ) HDWD - / UP I4R - a Porch CONC C_P-9) 5' -3 In' 2' -1' 3'-9 I/1' P -19 ) p_ 1 J 5' -1' P -I8 3I-St ,), f -21R'- G C p- L) • 1 16010 OvHD DOOR ) IF -1 l �' I'•i0 ( I P-16 12' f f 16'3'. A 1640 2.-111/2' 2' -fl f 5'- t01R• 24.0 7 4.-4 _ f r - - 28 ' -4 ' C7• oir [Fl, FAN- DIRECT VENT TO OUTSIDE BATHW.JOMS/LAUNDRY 50 CRi MIN.,,. - KITCHEN 100 CFM MIN - -WHOLE HOUS FAN 100 CFM MIK VtOS WHOLE HOUSE:E`.MA2J;.T PAN CO,+1 CTEO A 24 HOUR TINIER - 100 CFM MINy VTO THERMOSTAT a. 50' ABOvE FLOOR IIOv SMOKE DETECtnR FER UBC WITH BATTERY BACKUP. INTERCONNECTED 24 "HOUR TMER'TO WHOLE HOUSF�.FAN ,MECHANICAL, PLUMING. AND ELECTRICAL SYSTEM FOR111IT5: PER DIV, I5,16 SEE SHEET A! FURN A PROVIDE a FRESH AR INTAKE FROM OUTSIDE•TO•RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER.HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. SYMBOLS AND LEGEND GLAZING CALCULATION TOTAL SF OF HOME 2246 SF TOTAL SF OF GLAZING 262.2 SF TOTAL % OF GLAZING 11.7 % 5F IS CALCULATED USING THE REQUIREMENTS SET FORTH IN THE UTASHMGTION STATE ENERGY CODE. REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERPORMANCE COMPLIANCE MAIN FLOOR PLAN Sol. E4'. -0' I' -6' I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES lP J OCCUPANCY SEPARATION: . J APPLY (I) LAYER 5/8' TYPE 'X' A.W.B. TO ALL WALLS AND CEILINGS ! GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND NJ! FLOOR JOIST. SEE DIv. 010025 SHEET A -1 I - ---- -n 13/8' MRL SOLID CORE 000R WIT!. SEL- CLOSER 1 - J t0 BE TIGHT FITTING SEE DIv. 010025 ENEEI A -I L P-3) STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A HEADROOM MIN 6 WIDTH MIN 3 C B. TREADS I0' MIN DEPTH, RISERS S' MAx. HT. C. HANDRAIL MIN. 34' TO MAX 30' ABOVE TREAD NOSING. HANDRAIL I I2` MINE TO 2' MAX. CROSS SECTION DIMENSION AND I 112 MA CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(SA E. COVER USABLE SPACE INIDER UN 5/8' TYPE 'X' AWE: (2) LAYERS a CEILING AkEAS, • 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 IN 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 S' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 3104 SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE DIV. 5 SHEET A -I • COVER WALLS ADJACENT TO TUBS AND NIHOLERS WITH NON- ABSOREENT MATERIAL 70 10' ABOVE DRAIN INLETS, SEE DIV. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OvER FRAMING - S' MAX. RISER WITH IN' MIN. RUN IF MORE THAN IT) RISERS, HANDRAIL REQUIRED PER USG, SECTION 1006 SHEET A -I 18 44 CRAI4- SPACE ACCESS, INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -1 22'x30' ATTIC SPACE ACCESS lilt 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE Div. 01002.1 SHEET 4 -I FLOOR MATERIAL BREAK LINE l�J LP-1 i t. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUALITY INFORMATION SEE DIV. IT SHEET A -I 3. NEE 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 REQUIREMENTS CONCERNING MECHANICAL, PLUMBNG, AND ELECTRICAL. WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG SPECIFICATIONS, SHALL CONFOR TO USG REQUIREMENTS. SEE Div. 010020 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 01002. SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIv. 01002. AND 9 SHEET A -I D. 518' TYPE 'X' awe ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS CP -ICl P ;=1-T 1 P -19J CP -2D CP -21 ) P -221 C 23 INTEGRATED MAKE UP AIR 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A AT STARS SLOPES AT 36' ABOVE STAIR NOSINGS. 'B' VENT FOR MECHANICAL. I CLEARANCE ALL SIDES PER TOG SEE Div. 15 SHEET A -I PLANT SHELF UPPER AND LOVER LINEN CABINETS SOFFIT AREA SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR UNF. BASEMENT 995 SF 1251 SF 950 SF TOTAL 2246 GARAGE DECK / PATIO 503 SF 139 SF SQUARE FOOTAGE IN MEA5URED.TO THE OUTSIDE FACE OF WALLS STAIRS ARE T B N ELL II SPACES 1 C GA R � .AGE B RE NOT INCLUDED IN CALCULATIONS., 2 6 Ff IR5 u _-- 2v4 CLG JSTS e 24' 0.c.. DP2 UPPER FLOOR/LOWER ROOF FRAMING F -8 I ALL FLOOR JOIST ARE: II - /8' TJI PRO 250'e AT I92' vERIF" W/ MFG LAYOUT. SEE DIV. 06100 START FRAMING HERE GENERAL FRAMING NOTES SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON 'SECTION SHEET 3. SEE COVERSI -SET FOR ALL NOTES AND REQUIREMENTS - CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. . 4 TRUSS DESIGN BY MAN F. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 01000"IA SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING. 24' 0, UN.O. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION T. RAFTER TAIL 2a4. VERIFY. A. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 5. ALL HEADERS ARE 4.10 DE °2 UNO. PROVIDE ll/ TRIMMER STUD UP TO 4' -0' SPAN ANC (2) TRIMMER STUDS OvER 4' -0' UN.O SEE Div 06100 SHEET A -I FRAMING PLAN KEYNOTES I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOU FOR HVAC DUCTING. SEE DIV.15 SHEET 4-1 F 2 1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING- MEMBERS. l F - ALIGN GE OF OIST H F WA l r ll ALIGN I NSEDIDE FACE J OF BEAM WIT W IT FA CE H O OUT E SID I F "d 1 FACE OF WALL F -1 C-J UPSET - BOI'1 BE EOOM �1 JOIST AND TOP TTO OF OF BEAM AM 'EN U T A T BOVE OF F 6 TOP CF BEAM USH Wi B OTFar1 OF l - JOIST WITI4 NO TOP FL PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. F -T ) ATTIC SPA WEN SEE CALCULATI ON T SEE DIV. 01002 SHEET A -I ( FLOOR JOIST - FEE SCHECULE DWG. l F -8 j SEE DIV. 06100 SHEET A -I F - U 1 PRESSURE BLOCKING SEE D1v. 061 SHEET A -I -II Fl - BOTTO OF BEAM EVEN W/ BOTTOM OF J015T8 L -12 l EXTENDS DOTNF BELOU TOIN JOIST AND BEAM L F B 1j TOP OF BEAM 5' BELOW TOP OF JOIST TO _ ALLOW FOR HVAC OVER EEAM AND BEAM BUMPS DOW BELOW JOISTS C F -14j OUR OVERPRAMING a 24' 00 �15 2x4 CEILING JOISTS e 24' 00 SYMBOLS & LEGEND ® POINT LOAD TRANSFERMG DOWN HANGER POINT LOAD TRANSFERED BY,KICKER JOISTS 4 SEE ELEvATIONS AND SECTIONS FOR PLATE HEIGHT POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE Ul/ LOADING POINT LOAD TPANSFERING DOIW 4/ LOADING P'- HOLD DOI,N WITH SIZE DESIGNATION . 1/ 4 „.„ 0, VERTICAL STRAP WITH SIZE DESIGNATION.. TO BE USED ON FLOOR BELOW STxx _; HORIZONTAL STRARWITH 4I7E DESIGNATION ' BEAM CALCULATIGn' WITH 'INDEXED NUMBER EXTENT OF SHEAR WALL '. TYPE OF, SHEAR WALL �L ABOVE . 'WALL BELOW [� UNLESS GS THERWIPE NOTE ,ENGINEERING AND CALCULATIONS NOT PROVO D IN THESE DRAWN65 f TYoF. TU1CWdh ,t 9:ptz aeon; price' IT -012' x n' -3 I2' / - -- 8' -6 I!." 0-6 t,2 - 1, 5' -6' 5' -9 I!2' , 10^40 / 5040 CL-3.1 M. Bdmt CARPET 5` -9' .. 6' -6' 4 I P_-_5) Bdrm #2 CARPET 2 8' 1' 6 1'. I2' 6' -0' '.. O 1 I M. CA �_ 5 - T• m . U R.S LP-3 -�... 2' Bath W.I.C. T CARPET ti M 4R Sl. ` O• SD II f ■ RK P -18 )i 3 -3 I2' 3 s 3'-6' - '1" < „® _ III 3050 TUB C ° 1 Hail CARPET \ 2 4 th en Ras y !: I -11 1 51 #3 Bath ® VINYL P -12 yros 24 "- Bdrm P-1 - .. ,... - ( P -19 1 _ CARPET J e\/DI utility f P-12 L.___ i\\,1 v M1L r __ "'"'ccc Q{ ��I 2A pi L _ ✓ SD 2030 J 2 8 1 / 2 ' / 2 O 4 12' 10'-3 12' 5' -5 V P � . 4 1,2' ill ROOF - P -18 Office CARPET Y t DN PR - .". 2030 2030 ( P -3 ) 0 40 IUaLL LME BELOW ROOF LIPS BELOW .. L 10' -0 A x.14' 0' / r i 2 8,_ 4 , SYMBOLS AN,D END ]. FAN- DIRECT VENT TO OUTSIDE BATHROOMS/LAUNDRY 50 CFM MN." KITCHEN 100 OT- MIN. -WHOLE HOUSE' FAN I00 CFM MIN. vTOS WHOLE HOUSE EXHAUST " FAN CONNECTED A 24 HOUR TIMER - 100 CFA. MN;, A THERMOSTAT a 50' ABOVE FLOOR 110, St CKE DETECTOR PER UBC WON BATTERY BACKUP INTERCOtCTED C t'IECHANICAL, PLUMBING, AND ELECTRICAL 9YSTEM- UNITS = .F'ER DM 15.16 SEE SHEET. Al /1 . PROVIDE 4, DIAMETER FRESH AIR NT N. PNON OUTSIDE TO. RETURN AIR PLENUM AT RJRNACE WITH MOTORIZED FLOW DAMPERS - a PROVIDE THER"IAL EXPANSION TANK AT WATER HEATER . STRAP WATER 14EATER TO FRAMING TOP AND BOTTOM 24 HOUR TIMER TO WHOLE HOUSE FAN D. PROVIDE PRESRE E PLit'TBEA To OSUUTSIDE. R LIEF LNE 2 8' -4' UPPER FLOOR r - 1 I _1 LJ 'tr.,— ' I \ 1 L_ tt. E BELOW I GENERAL, PLANT NOTES I, SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY I7.FORIATION SEE DIV. IT SHEET A -I 3. SEE BUILD/Ws ELEVATION FOR WNDOW OPERATION SEE Div. 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET S. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. FLOOR PLAN KEY NOTES C P -I � OCCUPAD:CY SEPARATION APPLY !Il LAYER 5/8' TYPE 'x' ODE, TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION To SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE Div. 010029 SHEET A -I 13/8' MIN SOLID CORE DOOR WITH SELF CLOSER C_P TO BE TIGHT FITTINS E DIV. 01002.5 -THEFT A -i C P I STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN. 6' -8', WIDTH MN. 3' -0'- B. TREADS I0' MN. DEPTH. RISERS 8' MAX HT. C. 14ANDF:AIL MIN 34' TO MAX S8' ABOVE TREAD NOSING. HANDRAIL I IR' MIN. TO 2' MAX. CROSS SECTION DIMENSION AND I IC' MIN. CLEAR FROM WALL. RETURN RAIL END, D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(5, E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' GAM. (2) LAYERS a CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS SEE. DIV 01002.6 SHEET A -I. f SAA WIFETY ND GLAZING PER USG, SECTION 2406 OWS WiTHiN 18' OF FLOOR B. WINDOUAS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS C. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOM OR BOTTOM OF'STAIRS, SEE DIV 08000 SHEET A-I P -5 SE ED . 0860 SHEETBC_ SECTION 3104 l 6� IGNITERS FOR DAs FIRED APPLIANCES N GARAGE. TO BE I8' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A - ( COVER WALLS ADJACENT TO TUBS AND P - _ SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS SEE DIV. 09250 SHEET A -I 8 (2) LAl'ER5 OF FLOOR SHEATHING OVER l FRAM II^Ys. Q S MAX. RISER WITH 10' MIN R EG IF MORE C J 1 THAN (3) RISERS HANDRAIL RNEQUIRED PER -UBC, SECTION 1006 SHEET A -I F' -10 l 18 x24 CRAUJL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DI, 010012 SHEET A -I l P -II J 22'x30' ATTIC SPACE ACCESS 111/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I o I� FLOOR MATERIAL BREAK LINE l r - P__13 WALL LINE ABOVE (P-14 WALL LINE BELOW [P -15) P -24 FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV 010028 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV- 01002.0 SHEET A -I C. HEARTH SI -TALL CONFORM TO UBC REQUIREMENT SEE Div 01002.8 AND 9 SHEET A-I 0. 5/8 TYPE 'X' GUE3 ON HOUSE. SIDE OF CHASE CLOSURE TO ROOF SHEATHING SEE 517E PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3 DIAMETER STEEL POST 36 GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36• ABOVE STAIR NOSISS, B VENT FORMECHANICAL. I' CLEARANCE ALL. SIDES PER UBC SEE DIV. 15 SHEET A -I PLANT SHELF UPPER AND LOITER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MIN. ROOF VENT CALCULATION BASED ON 3 24/7 MOLES PER VENT BLOCK t• / .T ' . - TI *. I—r TOTAL ROOF AREA 1251 SF/3J0 =417 SF OF VENT 'AREA OOQ 100 ,., % AT EAVE , 417 SF REQUIRED 0 _ % • 36' (MIN). ABOVE -EAVE . 0 SF REQUIRED 0 ROOF JACKS AT 50 SQ. IN EAC$4 0 SQ. IN x 0 5F .. 150. LF, OF EAVE VENTS AT 52 Q. INILF•780 SQ. IN. =542 SF' IL_ GABLE END VENTS AT 0-- xQ .0__ SO IN.=O OF ___ GABLE END VENTS AT _ x _ __ _ __ SQ. IN. +O .. OF I GABLE END VENTS AT 18 DI, =24 SQ. I21.a33 SF TOTAL VENTS PROVIDED ROOF JACKS : D.___ SF EAVE VENTS . 542 OF GABLE END VENTS _ .17 SF TOTAL 5F OF vENTS:PROVIDED . §2i$_____ SF • AREA MAY BE 1/300 IF A VAPOR RETARDER 15 INSTALLED ON THE WARM SIDE'. OF THE ATTIC INSULATION. UBC 150532 • EFFECTIVE. VENT AREA BASED ON A 30% REDUCTION DUE TO I/4' MESH ROOF ' EELOU TF3.5E5•24 SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE y¢ POINT LOAD FROM ABOVE W/ LOADING 0 POINT LOAD TRANSFEREGs DOWN POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRAMSFERED.0T KICKER �r� ✓/� HOLD DOWN WITH 511E DESIGNATION y V STRAP WITVi SIZE DESIGNATION TO OE USED ON FLOOR BELOW bTXM HORIZONTAL STRAP WIT1-4 511E DESIGNATION O INDICATES BEAM CALCULATION WITH INDE)<ED'. NUMBER — EXTENT OF SHEAR WALL TYPE OF SHEAR WALL 4 WALL BELOpJ NOTE UNLE6 fTHE 7. ' I N AND CALCULATt. ,ARE NOT VIDEO IN THESE'' DRAWINGS. JOB: ND:: 0809022 -.. , 2' - 0' 1' GENERAL FRAMING NOTES I. SEE COVER SHEETFOR'ALL GENERAL.NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND - REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIy. 0I0001A SHEET A -I - TRJOS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING. 24' or_. UNO. 6 ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER S ECTION. RAFTER TAIL 2z4. VERIFY. 0 -ROOF: TAIL -,"ND RAKE OVERHANG PER ROOF FLAN. 5. ALL HEADERS ARE 4/10 DE 0 2 UN.O. PROVIDE II) TRIMMER STUD UP TO 4' -0' OMAN AND (2) TRIMMER STUDS DOER 4' -0' UNO. SEE DIY. 06100 SHEET A -I I. FRAMING PLAN KEYNOTES I j F -1 BACK FRAMING 0 SOFFIT AREA AS 1 I REQUIR 41 ED TO ALLOW FOR HvAC DUCTING: WEE 01025 SHEET A -I [ F-2 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTNG UPPER ROOF FRAMING P 01000W. l F_3 1 ALIGN EDGE OF JOIST WITH FACE OF WALL l ) AL AC iG E N OF MSI WA D LL '�E FACE - OF 001 WITH OUTSIDE 0 F 5 UPOET'. - .BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST ANC TOP OF BEAMIEXTENDS UP ABOVE JOISTS F -6 TOP OF BEAM IS'. FLUSH. WOW BOTTOM° OF JOIST WITH NO TOP PLATE. CUT ADJACENT TRAMMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. F_7 1 A77IC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOINT SEE SCHEDULE 0100. L F =B.J SEE DIV 06100 - SHEET A -I L F 9 SEE ATE FEIGH7 ELEVATIONS AND SECTIONS FOR PL C_10] PRE55URE BLOCKING SEE Dtv -061 SHEET A -I L F-111 FLF 2 - .10.. BO M TTO OE BEAM EVEN W/ BOTTOM 1 O F 12 TOP OF BEAM FLUOR W/ TOP OF JOIST AND BEAM EM END S DO OM BELOW JOISTS L ) ' TOP ALL OF BEA 5' ELOW O TOP. OF JOIST TO OW FOR HV M B BEAM:gt1MP5 DOWN BELOW JOISTS VER. 004" AND .2X6 OVERFRAMING a 24' DC. .... - F_Ic, 2X6 CEILING JOISTS ® 24' OC 5 a 1111111111111 111 HORL SIDfl 6' NOW. SIDING '1111''I1!111111IIII 11111!11111111111 TYPICAL 'BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) BUILDING ..PAPER: ( 7) SHEATHING: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. SOFFIT. (�DIV. "7) G (E IV. 9 EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) WOOD SIDING (DIV. 61003) BUILDING WRAP. (DIV. 7) 15t BUILDING PAPER SHEATHING IV. 6) 7/16' OSB OR EQUAL FRAMING; (DIV 6) 2 x 4 STUDS AT 16' OC INSULATION: (DIV. 7) R -13 BATT W/ INTEGRAL VAPOR BARRIER GWIB: (DIY.. 9) 1/2 GWB FLOOR CONSTRUCTION FLOORING: IV 9) SUBFLOOR• IV. 6) FRAMING: IV. 6) INSULATIO :(DP/. 7) SOFFIT: (DIV. TRIM:(DIV. 61 WINDOW: HEAD: 2x6 (WITH NO BRICK MOLD) LAMB: 2x6 SILL, 2x6 CORNER BOARDS: INSIDP 2x2 OUTSIDE: 2x4,2x3 FASCIA: 2x8 UNO SHINGLES (DIV. 010003) 304 BUILDING PAPER 7/16' OSB OR ;EQUAL PER PLAN R30 BLOWN•IN 1/2' RE -SAWN PLYWOOD 518' GWB FINISH PER PLANS'(DIV. 0100 314' MSG- (PLYWD, COMPLY, OR EQ) PER PLANS R -19 BAIT U2',. RE-SAWN PLYWOOD 2x3 STOOL BOARD - -_ OVER 2x6 TRAY - TTP. 2x8 TRIM OVER GARAGE DOOR 2,6 TRIM 2x6 TRAM Garage 1'I i i L FRONT ELEVATION FLOOR JOISTS PER PLAN FLOOR JOISTS FER PLAN Scale v4 ®' Unfinished Basement nx6 C8P n' JGH SEWN lig IR x 2' CORNER MOULDS b 2. TRRM OVER bc6. TRIM TOP RATE WIN NDR FGT. 1x3, 2x4 CORNER 60ARDS, TYP. MAIN FLOOR M. Bdrm. TOP PLATE UN HDR HGT. UPPER FLOOR TOP PLATE WIN NOR HGT. E. U F4 Li" Ch LL ° .;• U 44 0 9 vi JOB NO. `.. ,TOP OF CPA EL TCFkOF. G' I I/2'. CLEAR I V2• 0.EAR d � d ii L O APA LATERAL RESTRAINT PANEL 9' °CRIPPLE WALL 0 FOUNDATION C:2)3/ FOUNDATION DETAIL 17 3/8'•-0' V000 1 3/4"-? -0' ast000$800 -O _TJ 4 =f-a + + 8 r FOUNDATOOI\ D AIL 3/4'=f -O 3 . -2 . FOU DATIO 3 /4•=f -O D TAIL 2x N 2X4 TOP PLATE GARAG£ DOOR IpR (SEE FRIG PLAN FOR SGTE) NAL SNEATWNG T O FOR EV 8d NAILS • 3' OA • SLR W6.L LOG U.N.O. ON SLR CALL S.W. 2 -2x4 STUDS-NAIL BEATAG W Ad NAILS • 3' 04 TO EACH STD UNO. CN SFR WLL SOLED. NAIL Ed NAILS • 3' oc. • ALL PUTS. FORS -. SIDS UNO. OI SR UAL 9CIED. 2 2x4 AT ANY SFEATNNG JOINT 1/16 ass. SMEATNNG (MIN) STEM STRAP NE ANCHOR (NAIL tO BOARD FORM BEND LP AFTER CONCRETE ONES) USE 38 -IN4DC I)8 NALS EAQI UNO. 2.2X4 PLATES. NAIL SMG YO EA PLATE (2) 543'1 ABLY MR T EMBEDMENT UNA. ON SR WILL BOWED. CONTINUOUS FOOTING 5A3'4xID" AB W 2707(3)W' 5A STEEL PLATE -1'40114 • 4'•0' OA. (DN. 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BLAB OVER 4' ROCK OVER VAPOR BARRON :I I I i =I I I II7= III I II IIIIII - IIIIII -III i= 111111= 1 111 11L- IIIIII= 111111 IIII''= 111x11= 111111 '11111 f1!UI='ll °IIIIII= ;11111= 1111 III IIIi - niiil =mnl =aililil =uim mnl -1 111111. - - ;11111 =1111Hg-III111J11111 ADO BARB TO MATCH RENFOR:NG PER PLANS LNE OF EXCAVATION 03800. 00000.24 STEPPED FOUNDATION DETAIL N.T.S. 03300. 00000-25 TTP.FLOOR FRWRG PER PLAN (DIV.6 SLEET 6 -1/ TIP. EXTERIOR WALL OONBTRCTCN PER PLAN (DIY. 6 BEET A-I) LOCATE BEATUI+3 JOM • COTTON rEMEER RAM BOARD CO Td( f J CRIPPLE WALL PER FLAN SEE FOUNDATION DETAIL(B) TYP. EXTERIOR NI41.L CO BTFNCTgN PER F ;@5 (DN 6 SLEET A -U 4' CCNG CNER C ROCK OAR v4PCR BARRER R•ID RIGID NELLATCN 1X10 TREATED PLATE OFFSET 344' SEE FOI ATION DETAILS I►. t i CRIPPLE WALL ® FOUNDATION 3/4W 0e100o3300o7_T.1 FER PLAN RM BOARD CREME NALL PER FLAN, UM A tat STIR LENGTH A W PER URIC SEC 2320115 (DN.b $FEET A -U SEE FORDATIONDETALL(3) TTP. EXTERIOR NALL CONSTRUCTION FER RAN (DIN. b SWEET A -U TYR ROOK FRET. PER RAN (DIN. 6 SWEET A -U SOLD BLOCKING OVER NPRORT5 LOCATE FEVER • RIM sm. - II IIII 21 11111= _ 111111= 111111 11 1111II- "IIIIII= 1111 FOUNDATION 3/4"4-0* 312' DETAIL II -III 1 16 TM FLOOR FRAHM PER RAN (Div. 6. SLEET A -U TYP. EXTERIOR WALL CONSTRDTION PER PLAN (Div.6 BEET A -I) 6O r COB. SOFFIT .IT D' RESASN RTU.DOD • WRIT TREATED MA SILL SEE FOUNDATIO) DETAILS + 4 CANTILEVER FRM'G AT FOUNDATION °FURRING DETAIL 03300.00000 -23 e 3/4 f-0-d oeloo-083OO.OLT.N 3 /4'gf - 1)2000•l53 TYPICAL EXTERIOR WALL COl5TFLC11CN PER FLAN (DN.6 SWEET A44 r AR SPACE EA BOLO. PAPER WOOED DD MASA.* VBEER TIE TO FRAMING Ev.7 SQFT. (DIV 4 Shoo. AU 114b Rr VENEER CO(T. FLBSNNG BLEEP MOLES. 4'• A£ OL. '. TREATED MID SILL (Div 6 BEET A -U SEE TCINDATIO l DETAILS TIP FLOOR 4-) a PER PLAN R3N BEET d - TYP EXTERIOR WALL CONSTRICTION PER PLAN (DIN. 6. SWEET d -U LOCALE NEATNNG JOINT • COMfONMEM. BLOCK G OR JOIST • BALL RN BOARD FURRY WALL V AR SPACE 6 VERFY GRADE CCNtQURS NOTE: DNS OPTION CAN NOT ISE OSED AT SEAR CALLS. 04200 vAFOR BARRIER DAMP PROCFIG (DIN. T SI Al SEE FONDATICN DETA -.S Oe10008900 - 2LTJ1 SEE FOFDATION DETAILS TER EAN(DI BE- E T 4-1, PER FLAN (DIV 6 BEET A -U COIL. BLAB OVER 4' GRAVEL BED MI,3 SHEET A -U MATED PTD SILL (DIN 6 SLEET A -U 3/4=t -O' HANGER OPTION cams. TTP. (DN. 9 SLEET 4 -) NTEEOR BEARING WILL (Dlv.6 BEET 4 -1) VY. x E AB. • 4' -0' OC. (DN. 3 SWEET A -I) SLAB ON GRADE PER PLAN (DM 3 SWEET A -U VAPOR BARBER CONT. SPREAD FTG. PER PLAN (DM 3 SWEET A -I) • 45' Al 4 BAR CCNT. (DN. 3 SLEET 4•1/ 03/4W-0' FOUNDATION /FRAMING CONNECTION +FOUNDATION DETAIL 03300- oe10o03 1 See, Sheet P 2.1 key Faundgi;dh EXT. DOCK AND FRAME (Dlv.8 SWEET A -U DOOR TWFESNOLD FLAN. AS.RE(YD. (DM. l SLEET 4 -1) IERVESTRAL.RASNNG 4' CONC. SLAB OVER 4' GRAVEL BED (DI, 4 SWEET A -I) 2x2 TREATED TFESWOLD TRIM RM JOIST TREATED I D SILL (DM. 6 SWEET 4•U 4 VERT. RE -BAR FROM STEM WALL STUBBED MO SLAB 7TP. FLOOR FRAM. PER PLAN (Div. 6 BEET 4.1) EXT. DOOR THRESHOLD DETAIL FULL BOTH TREATED MD SILL NAILER PER NIG TTP. FLOOR FRAMING PER RAN (DN.b'SEET, A -U TREATED MD SILL J SEE FOND4TIC) DETAILS PC67 ND BEAM PER RAN OEIOO- 03300-04 TJI + 3 /4'Ef -O' FOUNDATION DETAIL TIP. FLOOR FRANI. PER PLAN (DIN. 6 SLEET A - )) I/ EXT. DOOR AND FRAME (Div.)) SEE/ A -I) ^ DOOR TI ESNOLD FLAWING AS IMOD. (DN.1 SWEET A-0 ...ASTRAL FLABLNS 4' CAC. SLAB OVER 1' GRAVEL BED (DIN. 4' SLEET I. 4•1) TREATED IUD 54L (DM b. SWEET A -I) r AIR9•4CE TIP 4 VERT. FE -BAR FROM STEM WALL STUBBED MO SLAB POST AND BEAM PER RAN EXT. DOOR THRESHOLD DETAIL 3/4"4-0 oe1oo- 03300-06 T.N TYP. EXTERIOR WALL C NSTRUCTI. FER RAN (Div. 6 SWEET A-I) NOM FoorNG DOES NOT •uLIDE N THIS CODITCN. FOOT11't EPM$ 1OB2ONTALLT. T PER PLAN i= 111111 =1 111111= lJ17 -T0�1� ii„ 111111 = 111111= IIIIII =II FNSL GRADE CANTILEVERED RETAINING WALL 3 /4'4-0' 03300-00000-22 TOP w SLAB FRAMING PARALLEL TO STEM WALL FRAMING' PERPENDICULAR TO STEM WALL 147.x10' AB. CV 270'X3/16' SA. STEEL PLATE CABERS • 4' -0' O.C. (DIV. 3 SHEET A -I) EXCEPT AS NOTED CN SE4RWLL SCIEDILE T MN EMBED. 4 40812. BAR 10' OL- 1 CORER OVERLAP (DN. 3 SLEET A -I) 4 ART. BAR SAYE AS STUB STEEL SP4CNG. (Div. 3 SWEET A -I) TIGWTLNE DMPPROCFNG (Div. T SWEET A -I) 4 611E STEEL FROM FTG. • B OC. (Div. 3 SLEET A -U 4' PETS. FT, DRAIN - )FILTER N 24' GRAVEL BED (DN. 2 SWEET A-I) SOLD SUBSTRATE (2)'4 BAR COLT. (Div. 3 SLEET A -I) TIGWTLNE COMCN MEMBER RIM BOARD la AB. WI WXTX316' SA STEEL RATE WATERS • 4'-0' O.C. (DN. 3 BEET A -I) EXCEPT A3 NOTED LN SEARWILL SONEDLLE T MN DEED. (2)4 BAR•TOP •a VERI. BAR. D x. FILL HEIGHT Cr WALL. (DIV 3 SWEET A-I, DAM' PROOFING (DIN. l SIT AU 4 ART. J- BAR•2'04 (Div. 3 SWEET .4-II 4 LVJRZ. BAR • ISr a. (Div. 3 SLEET A -I) 4' FEFF FTYc DRAIN WFILTER N24 BED. 2 2 BEET AU (4) 4 EAR CCITT (DIY 3 SLEET A-1) SOLID SUBSTRATE 51.140' AB. -V 2'x27(3)16' 5A STEEL RATE WASHERS OL. (DIN. 3 SLEET A -I/ EXCEPT AS NOTED CFI BLEARUALL SC EOLE'1 MINE RED. 0).4 BAR • TOP LORI. BAR '• kW a (Dlv 3 SWEET 4 BAR •2'x L.2' -6' (Div 3 SLEET 4 -1/ TIGNTLNE DAIY PROOFING ( Div 1 5147 AU CLEAR (4) 4 B4R CANT. (Div. 3 SLEET A -I) TIP. FLOOR FRNRG PER PL. (Div.6 SLEET A -U TREATED MO SILL E FOUNDATION DETAIL(5) 03300 00000.01 4 VERT. BAR. O cc. FILL IEKAIT OF WALL (Div.3 SWEET A -U VERY: J- BAR •B'oc (Div. 3 SLEET. A -I/ SOLID SUBSTRATE 4' PERT. FTG, DRAM WELTER N 24' GRAVEL BED. (Div. 2 SLEET A -U 03300. 00000 -2e , TYP. EXTERIOR WALL COISTRCTIOR PER RAN (DIN. b BEET A•U LOCATE BEAT.. .ANT • .'. TYR EXTERIOR WALL CONSTRCTCN. PER RAN IN 6 SLE A•U LOCATE 4)04 100 JOM ET • COM'I MB'I R•G 00.0 6LOCKN • RIM JO5T • EXT. WALL FONT LOAD BEA RAN TREATED MD SILL SEE F01►DATCN DETAUJN) TTP. FLOOR FRAPRG.PER RAN. (DIV 6 SLEET A -17 FRAMING /FOUNDATION CONNECTION . FRAMING /FOUNDATION DETAIL �T 3/4'er -Or aemoa3300.0a._T N L 8 O 9 L a , 441.8.11:*K 3, , - Natio, f> . ' 5/4 Areaci:tut '• neauscp. IT LAG DOLT,. AT UV oc TY, T.Ir FLOOR FIRAMING REM PLAN U MN EELOW GRADE 4r. gtz4;rgra3PLICe ccrorrtoN Of. UNE.IIISGTS EXCEED V IN LENG114 SCAB 2X4 EA VIDE GREATERDEPIU THAN JOISTS) !1N1644 LAISCAFIi C.RAPE TOP OF. PER FLUSH WI TN r ON soLlo suateTRATE 1'YP. DECK CROSS SECTION 3/4irr 08110048170-18_7.11 3/44-0 (I 0 BEAM \,! L 1 I SAFFEL LSAIRID 6' ABOVE BATT. tiett_ OR ?ABOVE 131.0.1 RIRWL- TYPKAI. FRXF CON6TFICTICN V lilt CL/2 FOR vlaITING 2X ISLOOKING UMN (3) 2 WV • NOLO 111114 SCREW I EEE ELEVATION - Exrozei, MOS TAL ,nr. GUTTER FRAME OVER WALL DETAIL FASCIA FER ELEVATIC*1 OTRIDOER1CR WALL casmucnow (DM 1 614.7 OR GIRDER TR1). (FER F1.4() )10XF CONSTRUCT/. FRAMING MR FLAN • ML 1)1R1)! AWE-ATM OLCCKNG SEAM ER M1)4 RAFTER6 PER FLAN 13LO(1)41 081004730045 FROvIDE FLASING AS NCTLIGUI, SIM PER MAN. 2x6 GIRO TTP. 1))4 • AM FRAMIG FUZE. TTP. GEES. • UEILNG FROO4 PER MAN WALL SIIDS BETCND 13131 JOT, BLOCK A6 NEEDED SEE FLAN -I-- SEE FLAN FOR TTP. RISE I MN DMENSiONS 3/4• FLITLOOD FABER I Ile Wm:40AM TREAD OATH EASED NOSING 3 - WRINGERS rn,..o. CENTER 6TROGER WITN 2 - 414 ORG.* BACK MP. NAIL 111.1L SIMMERS (2) 16d TO WALL 611DS 141• rrE 'X' C•118. AA REQUIRED SEE NOTES Mal .ftIOCERPLAtE 06100473C047 3/4=147 L ,EADROOM 4 MFL FER 4. NSTALL Fi ELOCKRE • STRINGERS TOP ltA.1.9 RISMESIT FAX4EIGHT 11C71.;111 ADJACan. , geW4aliviTs.....,IWP . mr.__` ,SECTIOi DRE281014 I VP mat akat mom . .DFIKAC.APEA WALL . 41 ', 6 ' W"397 _ , STAIW.SECTICIbUDETAIL EAVE DETAIL ()SKYLIGHT FLARE WELL DETAIL e=r 073004010041 V ( - GABLE END DETAIL L_ 4. flc4L ROcF coNSTRUCIICN PER ELEvATIONS rn, BEE ELEvATIGN 2X4 BACKER FOR !WTI- NAIL T1RI1 SHEATIRG UMW tol • TOP 0)4 OUTRIGGERS 4 oc WITI4 • .2 EETILEEN FOR TRIM _J AT CEING LRE 2)4L1) • NT. CELNG LAE r, arP.Exisoaiwk. ca.enz 8ALLoGNI/1.4113 GABLE Et) IGILL c -- 3 ,EAVE DETAIL V44-0' ® EAVE DETAIL oeloo-07300-ce 08100-073C0-12 3/44 SEE ELEVATION EAVE DETAIL EAVE DETAIL ' EAFFEL - DOO 4' ABOVE elATT. ael_oR 4801)1) O1.4 1411. MP. ROOF CONSTRUCTION) 2' MN. CLIR. FOR VEN1TNG 1•11 • 46' Craf wALi ti•Vgff NEAR SCREDULE 2X KOMI. WM4 (31 V • 1•WILES W1114 SCRIM 1D<PO0ED TRW TAIL (MP &MEM FASCIA PER ELEVATION (TTF OR WALL CONSTRUCTION) 0810047300-01 08100-0730003 ROCFCCNSTRUCTION V MR CLR FOR ADM. L. • 48 OL. AT arrsoE FACE CF LUALL lO cw ec... lx SHEAR WA LL BLOCKING RN 912' • • O SEE ELEV. BLOCKING rn, ESPOSEli RAMER TAIL 081004730043 ocinV TuKvou pERmircENTER • , , D• 15 3 PER 514EARSALL EDILE BORON RATE NAILS. PER SEARIALL SCIED1E iJl ELOOCNG STANDARD SHEAR DETAILS & SCHEDULE PANEL EDGE FELD HALING PER P,OEDILE TTP. TJI FLOOR CONSTRICTION TTP. WALL CCNSTRCTKN WTH WALL SWAT.. PER SVELTE BOTTO T PLATE NAILING FER SHEARWN.L 5CIEDILE PANEL EDGE 1 FELD NAILING FER SPEDLLE TA FLOOR JOISTS PER PLAN ALIGN TJI FLOOR JOIST LL NALL TOP PLATE UAL.. PER SIEAROLL Slims E TYP. TJI FLOOR CONSTRICTION TTP. GILL CCTSTRICTiO1 WTh WALL S1EAT11G FER SCHEDULE NAL FLOOR 51ENII . THS AREA HMI IO d•6' EDGES 100 10'2c FELD BLOCK ALL EDGES IOd •6'oc PLYWOOD TO BLOCKING BOTTOl PLATE HALING PER SMEARUALL SCHEDULE PANEL EDGE I FELD HALING PER SCHEDLLE TJI BLOOKNG BLOCK ALL EDGES PANEL EDGE 1 FELD NALS. FER SCFEDLLE TOP PER�SHEAMALL SOEDLE TYP. WALL CONSTRICTIONWTH WALL SWATHING: PER SOEDILE SHEAR WALL PARALLEL C TTO FLOOR JOIST- OFFSET CONDITION A L SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS + OPERPENDICULAR TO FLOOR JOISTS ®PERPENDICULAR TO FLOOR JOISTS 3/4=f-0' 0070070.08170-18 .06170- 3/4 =f no o- Deno -w 3 =1 ream- oarvo -m SHEAR WALL EXTERIOR SHEAR WALL + lQ PARALLEL TO FLOOR JOISTS C) PARALLEL TO FLOOR JOISTS 3/4 =f 700703017000 3/4 =1 17310.00170 -02 SHEAR WALL PERPEND!CI AR + ® TO FLOOR JOIST - OFFSET CONDITION + (.4 - CANTILEVERED FLOOR JOIST . 213/44 - 0 - 17070 .08170-00 SHEAR-WALL HOLDOWN 3/4=4 -0" TOP PLATE NAILING FER NEARUALL SCIEDLLE BOTTOM PLATE NAIL.. PER 51EARUALL SOEDILE TO • 6'oc PLITD. TO RAI JOIST PANEL EDGE 1 FELD NAILING ✓ FER 9CHEDLLE "TPA EXTERIOR WAIL CONSTRICTION WTH HALL 51EANSY,. PER SCHEDULE TTP. TJI FLOOR CONSTRICTION 2x4 PREL EDGE BLOCKING 17700 - 0e17o -1I i SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 0 FOUNDATION 3/4"4 17070.08300 -01 1 70 _ SHEAR WALL TYPICAL TALL CONSTRICTION WOW WALL SWEAT.. FER SCHEDULE TJI FLOOR CONSTRICTION BOTTOT PLATE NAILING FER SIEARWALL SOEDILE TOP PLATE HALING PER MARIIALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOUDATIGN CONDITIONS TYPICAL WALL CONSTFICTKAI WTN WALL SHEATHING FER SCFEDULE TTP. TJI FLOOR CONSTRICTION BOTTOM RATE NAIL.. PER SHEASTJALL SCHEDULE TOP PLATE NAILING PER 91EAFAUVALL 9CIEDLLE ANCHOR BOLT PER SCHEDULE SEE AR;H DETAILS F OR FOIlV ATICN CON DITIO S SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION 3/4 =f-0 17070- 03800.02 TTP. TJI FLOOR CONSTRICTION TTP. EXTERIOR WALL CONSTRICTION WTWI WALL SWATTING PER SCHEDULE BOTTOM PLATE NAILING PER 5..UALL SCHEDULE TOP RATE NAILING PER SHEARIIALL SCHEDULE CRIPPLE WALL (DIVA 61 SHEATH CRIPPLE WALL UPI AS 51•ARUALL ABC. SEE ARCH DETAILS FOR FONDATION CONDITIONS SHEAR WALL 0 CRIPPLE WALL 3/4=7 - 17070- 03300.03 1 CRIPPLE WALL (DIV. 61 SHEATH.. PER SC00 LLE PANEL EDGE 1 FELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARAUALL SCHEDULE (2) V BAR CCNT. [DIN. 31 _J NOTE: ALL INFOfd1ATION ON TN05 SHEET IS NOT NECESSARILY INCORPORATED RNTO PROJECT. COORDINATE WITH PLANET. RECEIVED CITY OFTUKwO.A MAY 2 5 2000 O® CRIPPLE WALL - INTERIOR PERMIT CENTER 17070-00170-24 4 3/44 11000. 03300 -04 L co N c c X SHEET TJ JOIST • DETAILS ®�OLDOWN STRAP AT CRAWL SPACE 1 8/45e-Cr TIP. WALL COffiTRCT(ON ERR WALL SIff4THNG FER SCNEgLE DOElLE STLD HOLDOWN STRAP 'AT FLOORS corral PATE N41LNG FER SHEARWALL SCNEDILE etocio 414) FLLER BLOCK COME JOIST OR BENT PER PLAN 1 0 �DRAG STRUT CONNECTION D0153 SHEATH G AND NAL.. . PER SIEARNNI. SCIEDILE 2X6 BLOCKII. ROOF S CATHNG ADD NALPYs PER PLAN dt4P SFE4fmou. SCiECLLE 2X41EDGER (6)odEA.:,T Sr ., (2119 d EA2I mock 17000-06100-30 ® INTERIOR si��r� SHEARWALL TO ROOF COND. . HOLDOWN S T RAP o FLOORS l 3/4 (2) K d d NAIL• 4' oc • EA LUiWGGER 8 d NAIL o b' oGTO TOP CHM BLOCKING 2x BARGE 4 br3 TRIM 2x4 BACKER FOR BAFGE. NAL TNROUGN SKIP SFEAYNING WIN ibd 2X4 OUTRIGGERS • 4' OL. WITH JOST HANGER • TRIES (.+w F ENO ERGS FEER SCHEME rfricAL ROOF CONSTRICTION TYR TXTEROR WALL CONSTRICTION ON WALL SFEAIHNG PER SCIEDIILE PLYWOOD ROOF CONDITION 1216d 8 d NAIL O4 OG !EA IERWER 8 d NAL • 6' on TO TOP PLATES 4 BLOCKING »000 -®Ioo a 8/4=f -0` I EEE ELEVATION a TYPICAL ROOF CONSTRICTION H28 48` oc (3) 8 • d TOENAIL . • TREb mOOCB4G TO TOP PLATE 8 d•6' oz. •MOCK. BLOCKING PER ARCH DETAILS TYP. IDOERiOR WALL CONSTRUCTION WTH WALL SHEATH . PER SCROX LE PLYWOOD ROOF CONDITION T»w4 TYPICAL ROOF CONSTRICTION NIS TIE • EA TRJSS LEW • 48' dc. 8 de b' oz.• BLOCK.* BLOCKNG PER ARON: DETAILS A38 CUP PER BFEARU4LL BOEDILE lir 17070. -CU SHEARWALL SCHEDULE 02/08 SPI1 9wveN 390.3 9N1liVN d13�i TO 1 3903 slave a0N0NV 31V1d 1116- S1S■Of xt ld 4401 Oi i>00/=3 9.0f Irl 7NI11VN — 144 440101 9W,3019 SKIIVN 3sp1d 101100 "dH '60J �OIlOt1Q3Zl la' C128 CI. SIDE 5,1 - r a ry ccc cn c 0 0 YES 5/8' * 46 A NAIL * 42 . *12" .1* 42 100 FLF GI-4 CR COOLEF YES SW *46' AE 33' . . I6• . e b' 25 PLF WV Cie ONE SIPE FOR VI 412B Two SIDES 6d TES 5/8 • 48 20' I. • e . • 6 2-4 OR 5/8' 41L TWO NOES COOLER FOR 5/6' YES S/8 • , to• $6, • , isd 9 5' PI-SA TES 55 • 4.5 20' Ibd . 5' tr, . 5' 60 FIF PI-6 TES 5A3' * a, 14' 64 • 5' 1.• 5' 240 PLF PI-4 1/1S' OSB TES 5/8 • 32' 12' . 0 4' I6d *4 368 PLF pi.3 .... ONE SIDE MS 56' e 24' 64 • 3' led. 3' PI-310 -USE 3x STUDS PANEL EDGES 6 S45 P, 84 YES S. • 6' PI-2 USE 3x STUDS COMMON 13, DIA 146 05S TWO SIDES P244 - rEs 51 I, A35 CLIPS , (21 ROWS . * 4' 0/ ROWS 16ci * 4' STAGGERE 100 PLF STAGGER 514EAMANG JONTS .2.) &IUDs a P2-3 PAF EL EDGES TES 5/5' * N A35 ctN5 es' 8 • a' DEL RIM . A3' STAGGERWD SOO PLF NO 56' • 40' f2. 16,1e 5' DEL. R11 led e 5' ,fyi F,F 144-4 , LETER-AISER HARDSOARD, SIDING bd CR ECU, PFR Ir R 3 ,1 tP7 1 ,1 1 1, 'd I EWERS TO ISE IMO Pole 141:49,4 MOVE PER 6/ffl LOWER SHEAR WALLS 42 MIAMISINT . SYMBOLSIA-VGEND 0 POINT LOAD FIROLI ABOvE P. LOAD mom ABOVE LW LOADING t.00r Low:, TrneFE5 CotiN Potnit LOAD 112245FER1. DOW UV LOAD.. r4 ER - POINT LOAD TRANSFEREIO BY KICKER 140LP DO. WITH SIZE DESIGNATION i VERTICAL STIRAIP WITH SIZE DESIGNATION TO BE USED CN FLOOR BELCIU HoRaoNTAL STRAP WITLI SI. DESIGNATION O INDICATES BEAM CALCULATION WITH Zaerr OF emEAR WALL TYPE CF 52IEAR IIALL L_ L tuu. ABOVE =ES= WALL BELOW a21E, UNLESS OTHERWISE Nom', elskeetzHa AND c...01LATIONS ARE NOT PROVIDED IN ?I.e. DR.... 7 80L11, ELACKIM UNDER EIP-ARLIALL AEOVE TYR T 1 DEN CRITERIA L SEE CALCULATIONS FOR DESIGN CRITERIA CIENERALISQ3E0 ALL SI-CEARLIJALLS SHOIN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY 51401.1N e4LaloED) ANCHORAGE IS FOR S4EAR44LLS(PANELS, ONLY, 1.1A4EI PORTIONS OF WALLE, ARE NOT OES.K.CTED As 54-EA PANELS, NAILS MAT BE SPACED IS' °Cal., PER TABLE 23-I-a 3 WHERE PORTIONS OF WALLS AF. NOT DES.NATED AS Si-EAR PANELS THEN SWEAR 2:2 ETAILS DC NOT FOLLOW MIN Lilac REGUIREMENTS , PROVIDE TWO STUDS AT ALL *10I-D DOiN LOcAri,45, 5. SEE MANUFACTURERS REou AND DET4,4 FOR EACH T YPE aF HOLDOUN, STRAP, AND CONNECTOR FC,R POPE R iNETALLATION_ 6, ALL FL OR GYPSUM 4I-E4RA4LL5 SHALL SE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES S.-ALL BE STACERED At CENTER STUCS APC BLOCKED PER SCI-IEDULE, 1. DO NOT OVERDRIVE NAILS INTO SFEATNING 8 STAPLES OR SCFLRUE/ ARE NOT At, COGS T ABLE Ae_TERNAT IvE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS FRE- AFpROvED BY THE BUILD.. OFFICIAL ROOF 4 FLOOR 54.4EATI.41N APA 4TEa 51- (24/0) LAT UP , MINIMUM 1/3• CLEAR BETWEEN PANELS TO ALLOW FOR E,PANSACN. 4LNN SHALL BE Ed AT fa' oC Al PANEL EDGES AND 12' oc IN: rFcm4-_,/ATE SUPPORTS FR EDGE LIP * 24 0 C. ALL UNSUPPORTED EDGES ALLO-L,BLE DIA,IRAN SN.EAR4180x.6,524142,-, 2 FLOOR SHEATHING. 3/4' C,Dx 5233 45 RATE D AS ,41 NAILED AND GLUED. ADHESIVE SHALL COFFORIM TO CPA 3PECIP1CATION ARG CI PROVIDE T43 EDGES AT LONG PANEL EDGES. NAILING SNALL BE LOd AT .27' oc AN PANEL EDGES AND 10' oc A INTERMEDIATE SUPPORTS ALLOWABLE DIAFRRAIM AI-E4R4215,082.11 3 PLYWOOD SHALL BE LAID all PACE GRAN PERPENDICULAR TO SUPPORTS AND END PI-4! rrp. • 614EARLIALL DES4.4ATIGNS \ SHEAR NOTES TYP. • ei-lEARUALI- Dr_-•-....,NAL SHEAR WALLS Seib Va,r4r OMPANIED INLESS OtHERUISE NOTED /53 HL , rn... • e•e•suALL DENGNATIGNS DEENtalAllONIA crry(wricvm.A. UPPER FLOOR .SHEAR- WALLS 8.42 VV.E-0 WIP C AL CUt ATI S NT NT CI5 co9 Q.1 co _C CD I • up 43.14