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Permit D2000-154 - FOSTERVIEW ESTATES - LOT 33 - NEW SINGLE FAMILY RESIDENCE
Fosterview Lot 33 13718 42 Av S D2000-154 City of Tukwila Signature:. Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRE: APPLICANT IS PROCEEDING AT THEIR OWN RISK. Farce i No: 261200 - 0330 Permit No: D2000-154 Address: 1371'3 42 AV S Status: ISSUED Suite No: issued: 07/19/2000 Location: E.pir'e_;: 01/15/2001 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: Contractor License No: DUJARD *204L0 OCCUPANT FOSTERIIIEW ESTATES - LOT 33 Phone: 13778 42 AV 5, TUKWILA, WA 98188 OWNER DUJARDIN DEVELOPMENT CO Phone: 425 -344 -5018 PO BOX 5308, EVERETT WA 98206 CONTACT GARY BUMSTEAD Phone: 425 -334 -5018 PO BOX 5 EVERETT, WA 98270 CONTRACTOR DUJARDIN DEVELOPMENT CO Phone: 425 -324 -5018 PG BOX 1059, SNOHOMISH, WA 93291 *********************A 4—k*A—k VA—A. k.****************** —kA Permit Description:` CONSTRUCTION OF A NEW 2,060 SO FT SINGLE FAMILY RESIDENCE, 523 SO FT ATTACHED GARAGE AND 124 'SO FT COVERED DECK AREA. (BASE PLAN #02000 -063). PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS,LAND ALTERING & -STORM DRAINAGE. PROJECT ON VALVUE SEWER & WATER DISTRICT #125 WATER. * kk***: k******• k*• k**• k******• A*• A* k*: k**• A* k*****: t: kk: k*k: k**:4: k** k** ***kkk**k•k*:A* **:4:k*k *k :kkkk4 Construct;i'orr Valuation: 197,958.14 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in) .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 38 Fill: 188 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 • k• k*: k* ***•A*** *•k *•k•k *•k* *:k ***k:k•k k* **•k•k******* A**•k*** ** *k:A ** A* ** k•k*•A*k:k*** A*-k****** *AA.* TOTAL DEVELOPMENT PERMIT FEES: $ 1,706.55 **:+ c*******• A***: k***• Ak*: kA*: k**A: k** kk***• k:k• k**' k• k• k** k *AA*•±***'A *'k**k:k•k'k* *•k*•A* *** *:kk•k*A'A *Ak Permit Center Authorized Signature: Lk) I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development 1er Print Name:_ DEVELOPMENT PERMIT vItetSAtA Date: (206) 431 -3670 Date: - 7-1 d0 This permit shall become null and void if the work ;s. not commenced within 160 days from the date of issuance, or if the wort. is suspended or abandoned for a period of 180 days from the last in_pection. 44- CITY OF TUKWILA Address: 13718 42 AV S Permit No: 1)2000-154 Suite: Tenant:. • Status: ISSUED 1!ree/ DEVPER• Applied: 05/25/2000 P4trl•e44: 261200-0330 Issued: 07/19/2000 Al* A : A A kl..k kl.l.*A i‘ 14•*•4•. Al. MA A A*4.11*.A.*1 A Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 3. All construction to be done in conformance with approved plans and requireMents of the Uniform Building Code ( 1997 Edition) as amended, Uniform Mechanical Code (19)7 Edition), :and Washington'State Energy Code (1997 Edition). 4. Plumbing permits shall be ob,tained through the Seattle-King County Department of Public Health. Plumbing will be inspected by that agency; including all gas piping (2964 5. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6. All Wood to remain in placed concrete shall be treated wood. . 7 Validity of permit. The issuance of a permit or approval,of plans, specifiCations, and computations shall not be con- . steued 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, 8. Electrical.permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248-6630). 9. There shall be no 'occupancy of the building(s) until the final inspection has been completed by the Tukwila Building inspector', 10. All mechanical work shall be under separate permit issued by the City of Tukwila. 11. 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 maintaAned and avail- able until final inspection approval is granted. 12. Contractor shall notify Public Works Utility Inspector 206-433-0179 of commencement and completion of work at least 24 hours in advance. a t APPLICANT SHALL OBTAIN A WATER CONNECTION/WATER METER PERMIT FROM WATER DISTRICT #125 @(206)242-9547 AND SANITARY SIDE 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 0 • ' k. 13. AND MADE PART IOF THIS PERMIT. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities . 14. 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. 15. 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. 16. The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 17. 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. 18 FROM OCTOBER:: 1 ,; THROUGH APRIL 30, ,,'COVER ANY SLOPES AND STOC1 PILES THAT ARE 'H: 1V`OR STEEPER AND HAVE A VERTICAL RISE OF 10. FEET OR MORE AND. WILT BE IINWOR1:ED.FOR GREATER THAN 12 :HOUR'S. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS IF THEY WILL BE UNWORVED" MORE THAN 2 DAYS COVERED' MATERIAL MUST BE STOCKPILED ON SITE; AT THE BEGINNING. OF THIS PERIOD. INSPECT AND MAINTAIN THIS 'STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING: AND `IMMEDIATELY <FOLLOWING :STORMS FROM, MAY 1 'THROUGFfL,SEPTEMBER3O, INSPECT AND MAINTAIN TEMP.ORARY.EROSION PREVENTION ,AND SEDIMENT AT LEAST }MONTHLY. ALL: DISTURBED AREAS..OF, THE' 'SHALL' BE PERMANENTLY STABILIZED PRIOR.-TO FINAL': CONSTRUCTION APPROVAL. Projec�t lame/Tenant: fo skr^v ►ei,I Es/nits (Di 33 Value of Construction: Site Address: / 71/ ' i d AVe O City State /Zip: Tax Parcel Number: i,7 Le1.2-06 --6 Property (tin .tit/el Ppiyrl lza, sq. ft. Garage /Carport 2.6 too sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Pho e: Street A r l0 560e f=v0A wick 9 ,e20 Cit 1. State /Zip: Fax #: zia5 -,33y- � "// . Contra: 0 or U d L bP- t/eJJ) S ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Phone: a lp✓‹ Street Add ss: 0 tit. City State /Zip: Fax #: ,, . Architect: • p /� ,47 nth : has toy / -s3 Street Addre s. /'v I I SE I (a`'`` S - City State /Zip: , t/ /e vo, / JR 9 a'Oo 9 Fax #: Y2s .- 6 1 f /- 53/ r Engineer: 6-2ck. fief &t ,lissoc- Phone: _..2, 77I-/# Z/ ? Street Address: City State /Zip: /W6 o — 26 NC. (.) . Sitik [g n1br /. un- 9boze, Fax #: c/2.>" 77,5 0z.,3 Contact Person: 0 IrcAik Phone: a h0 ✓e- Street Address: ahn ✓v City State /Zip: Fax #: l e Date ap tlomted: Date appron 926 Appllcn by: (Initials) Description of work to be done: 27cri s • JJeJ SFfZ fro✓ c �s -e Pia/7 .i ' ,6020ob -O(o 3 Type of work: vl 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: IN 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: sq. ft. Dwelling l.1.1. sq. ft. Covered Deck(s) lza, sq. ft. Garage /Carport 2.6 too 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) 't/!' 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOl STAFF USE ONLY Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. ' PLICANT REQUEST FOR WORKS SITE/CIVIL PLAN REVIEW OF E,FOL'LOWI �?.. *, .(Additional.reviews ?shall'be' determined.' by, the: P, ublic.;Works D epartme TH nt)> ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): Cl Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public El Storm Drainage ❑ Street Use El Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): in 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. PLEASE SIGN BACK OF APPLICATION FORM SFPERM1T.DOC 2/13/97 atlm=s r....r+.rwr +- ozn e-- tarn- L .7'Y',!.M .. Z � Ce 00 U) (.0 J = LL WO u-Q to _ F W Z = H HO Z F— LU W U O N W W 0 u. O iu Z U� O ~ Z 'BUILDING' OWNER 'OR'AUTHORIZE GENT: Signature: ( I� l / Date: 5 . _� Print name: C� 1 1.1.0 P Fax #: Address: ' , ✓—tat . A. ` • , .:44.. City /State /Zip: ALL SINGLE - FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: • DRAWINGS PREPARE A REGISTERED ARCHITECT OR OFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN Y BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building ,Owner /Authorized Agent; If.the applicant is other than the owner, - registered architect /engineer, or contractor. licensed b the State of Wa :if notarized letter from the property owner. authorizing the agent to submit this.permit application and obtain the`permit >will be, required as part: of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 '4;t spa' OMP I, IMIVi T'/ FY. Y(;. S4MiY. E. C, eMWiM•1K Hf+WM11'mi. N,'tlgM z • w 6 O 0 0 w • w w 2 L j = w = z � 1- O w I- w • 0 0 I— w w I- u- w z U w — O ~ z ', -'R'•S l ��f'i�l �^"'.` ,S�ili ��'}+: +" ` � �5 '" •k � 0 000., i4 ..830 S /00 Jt3t;.9f)4 0VO /.r4 ' u Mu(? • /1 //tip� '3 4 r.+ ;1,. }''Qtt 000/v212�. 1(10 (1 a7. 0/ :], 4 5 . t3 0 7i.7 : ,TOTAL 3404.30 :t }•kA : 1c* k• k *k A�:; a,4 k:t *1r1�:t*hs.a4.:,* 1,* : k * k: t:t*.::a:t;a l: a A: t:a;r:a•k6•:a* C] a t t !' OF 1'111t!'IJ:t.fl , l�N ((' ' :t ,t ; �t t :t t t ,t :i :4 ,t it :t :t :'A.4- : a ( T f' f i At f: M I T h`. r:f �� �, fif l 1' : rti �c m b Er r. R :a. f! � -� � �, � `.t Si: t :� .a•,t 4:11:* :t � ,t /r �• 1.k �{ � :t :t �t :t •k ;t 1� h :t (13..4 (In '.�ltt.. I Mca'.hOd,. •! H I ri N.O`a i('n D Jr UDIInc: I�r'' !'Rt tai!; r {,�; I) ?(�r�(> t �;r{ • F,r � ; � I ?t t?f�{:Iti! i ... _ . _...... ('Eimer )Nti 2 r, t r 13 F' 11 t_gpt11 t�'F , Pi.ltrii'f • :3it; fld�,r s51 13?1t 4' i 1'I'� i C r'zr4'm 19t L, %GG;.,� • Total �FQ•�a1 I"e091: ? 1(3t� i..- flI t Pmt s.f. l� . 5 • A4�A +��;.1 A�� Ilr, lancet ,,i � *.4, *, * * *40:*Ii*A4 A�4.4•k.A * *A-4..A.A.k * * *•k ,*A*4 * *A•k*kkA.A.L.:k Account . • De grip i(sn GIITI:C'],'I�G FS c Amount' Li42 ,35 1'I_f I CHE C 121:5 400.00 PI.� ► r' c;flcr..lc urr.LI.I' ::�c ()0 :liTAffE 13lJTL.DIN9 E31JRCHANGE u1'IL.I!• :troP• V.TEE STLJrtlh DRAIN l:F�ctl? nt.lFrr1H3 PEki+i.l:1• rE:E LAND f I.,TERING .PLflti •CHI:r:l; ;37.50 *i4 *•kA *t* ** *A*A *** * * *k ** *h *.4k**kkJrS4•.t:4 AA****tA *•t.t•k A* AA *A * !ITV' : O F TLI i t 141, l. El. ,, 'A t t (J0 .` I � T R CI i'! F•i 3.1' *.4•s * * *44 . k�4`�t **kfiA **•t *•A4 * *•A*1 * kA.*: 4* of*: A**A *kAh * **:1*A�I;4 ***A**h•1•kA** iP. . A SM � NUMb r:. R 9800290 ?itnaurtt:r, 400.00 (5.... r /O0 L0 45 Payment Methodg CHEC4t Notion !(NPf'LER AUC!4ITEC. :Chi t.1 'Ti.0 Pi.t ini•ta iNar, ! ?2OOO••154 "t'wun: !,EVPERi4 DEVELOPMENT PERMIT Total Fees.; 1 . 9 05 This P vnen; 400.00 Total ` ALI. Pin•tr: 400.00 Balancer. L 547.05 i' 4*4 t* t* t*4 t** * *-44•et **A* k t t•*:t* 1 *A ** *:tikle•k:4**A**•.t* l•A•*•A* t•t *****A *k *•'. f� r•'cauitli , Code C ?ei cr i u•L i on A moartt: O00/327 o° J BUILDING •- liEB :40(/.00 4614.05/26 9717 TOTAL 2400.00 rAktc• S,i ,1�i: : �....._.ev.,VN1a.!�'n Sibatt)4.:.Y. },Ytixin'ti ''.x"s.' • +u,n �'+51�3:1i✓;`u : el . 43 �U34•..,.11....af'r � 174 § ° • ui W • O g -j, J D. d tal Z Z F-% O N ' W W! H u. O. 4 ; Z rn O ~ n'T'T STT ****k******* akkk: l**** **A*****%****k:t *******A** **********kA *�! * CITY OP' T,UI`WILA. A _ TI MsM3 :1 4r **A*****k:t **A*A ****ak.t: A***** * k *****k* ** ** ***. *A****k***:t*.ir•.t TRANSMIT ,Number: R0100435 Amount: 47.00 04/11/01 '11:06 Petvment Method: CHECK: Notation: DUHf RDIid In it: OTC: Permit No: (}2000 -154 Type: I.)EVPERM DEVELOPMENT PERMIT. Parcel No 261200 -•0230 Site 'Address: 13718 42 AV 5 Total Fees: 2,153,55 This Paymen 47.,00 Total ALL Pmts: 2.i!53..55 Balance .00 kirk'* * *•* * * * *k *•k ** * * * * *It * * * * *k*k * * * * *A• * *It** • * * *•** * *A * *I• * * * *• * * *I *• ** Acraaiit Cade Description Amount 000/322.800, BUILDING INVESTIGATION 47.00 ib. 1: U N W W, J� W Ot g J IL Q N D s d H W Z � 2 _ U 0' . CO u. 0 .. Ui z Prot: Type of In ctio '• , Address: — Date called: Special instructions. - 3 3 t ,. y l - ..- Date:wante . / 0 i Requester: • Phon L-// t1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: INSPECTION REC(. Retain a copy with permit PERMIT NO, (206)431 -3670 TZOP proved per applicable codes. n Corrections required prior.to COMMENTS: ?VA rrc t'■ a o vfo( of re rOu_e4 ot ra INl i - c p ra vc'al f . (cotr -hSU 4 soh ` � p (0 U rof C . z t W V-- 4-0 @ I' Date: )_\"` a'n, 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection,, fee. must be paid at 6300 Southcenter Blvd., Suite 100. Call to scheduleinspection. Receipt No: D fie: 7e #;titi xvt :s:.wAiU a'iLia +v ^.,udt,.rati. ' k*.'aiuY: "vi..WA7•`•' .A d4,8".k" 4.L.W,"i.. - '1141 4S�r".: + niCdt- tta,i' i6,r. ,eaK i Xid Laselw� w .41r,,cuJtrii■ z La- n 0 0 00 0 W : N LL� W0 LL -J D 0 W Z �. H0 ; Z 1— 2 j 00 . 0 F.— = W LLF 0 0 , Z INSPECTION RECORD Retain a copy with permit `';CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION NO. Approved per applicable codes: Receipt No: PERMIT NO. 4 ( 2 06)431 -367 /2./0/ Project: Address: 13-7►43 L/2,5 Special instructions: Zor Type o selection: CC /,- Cam' nA Date called: Date wanted a.m. p.m. Requester: Phone: Corrections required prior to approval. C COMMENTS: - 3/2-/o/ • ,rr.•��n,rt • /2/( ( PywU $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Date: I h`�a d`h- r95�'�9927i!'iiiF:e�.i ''�'rikJ,7tadi:td+oe'..ZC<LwCa7 7 no Ili giC -J O 0 to ' w J W u W 0 2 u- CO 3 _ o . W ` I P- .0.1 2 j 3 p. 0 N . O I— W U. 0 .. co 0 Pro' t: V fit {) • • Lo-f- 33 Type of Inspection: ' VI F, IL 4:4 Address: f � Ca Date c a l l ed; 1 bi v / 1 !� ,, Special instructions: rt•,�- yr' Of70 4 0 � / S 4 l� / '`\ Date wanted: 1 r f Request P e: S)33d COMMENTS: !� 6 &i 71 0,4,,o .. �.- — ir71:e A/ 0 [ ' f ! "" i s r^� 7 -: 179 k74 ' /c Alci1 F7V116', , S ,5 i. a^� E4,/,rq A .r-7 e A : rt•,�- yr' Of70 4 0 � / S 4 l� / / 1 //1■7.4 r ..*7 — .¢'Z7,' 4' r 7 ce4, ,dl S e ..r rh_ rD r i,4_ `t I 4 .4,4.4.1. Inspector: I : a _i Date: / .... / . 4 ... / .0 INSPECTION NO. INSPECTION RECOk Retain a copy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -367 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: Date: alts Nz:: " y„" ' i}ia& s '!arsAa :emu ✓ , {w flA 1-,u1a 4GtAdv, - 4 COMMENTS: p , boi.. /7 ," i , , , 4 7 , 1 „,, )9( 7' be / "”) ,S (. V"; .0.-)A All i i7 /4er14 7 54 — ,4 (9 g / • Special instructions: ' • 57 3 Requester: Phone: - J ,--) c L ./ a i - _) 1 . ..„.. /9 f 0.-% / I-1 r-4 Ai -IA,/ e t. ...., a 4: n e c.-c-, - 7„, 4 . , _ (...„ (In S 4- ,--) j Projec . • i i• 1 .. ,\ Ty Inspec ti lit 1 mal,-.4- - _." 54/4 Date called: i ,/ . ko s; , ___. . Addres 01 At-, 11--4 Special instructions: ' • Date wante7 Requester: Phone: INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION PERMIT NO. (206)431-3 Approved per applicable codes. j Corrections required prior to approval. I Date:t ./ .... , $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: 1 Inspector: , 7#,:41 4:D.likattst:61 Project Ty a of Inspection:„_,,. Address: Date called: z %�a /a Special instructions: Date wanted: a.m. 3 /2./v Requester: (7.-.),, --, ar+�1 '7,--. r n1 Phone: / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 E Approved per applicable codes. ra9av- PERMIT NO. (206)431 -367 Corrections required prior to approval. COMMENTS: t 7 // 41, &- \ Inspector: / j G - , er - / Date: 3f�/4,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: :Yn »�.t:nxxRSekxt�uc.4.a t�: ,u�,..,+�,ai�Yta.uliS.u;4�ixi�N :t`aw x#■ +: 5 4ttair *x fi*plit 9sialu l an o 7!iY<i P 1 � � v � 4 l'—'I g" c " - -- , T e of I pe on m7 g j. !`f1/ ^ , Date called: i zi LO instructions: G.O & 33 Date wanted: 2I /x/00 m. Requester GZ?,!l•� Ph 5 30 96 o q . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECOkL) Retain a copy with permit 6300 Southcenter Blvd, # pjTuJcwila, WA 9818 rr, Oc/5L/ PERMIT NO. (206)431 -3670 Approved per applicable codes. :Corrections required prior to approval; COMMENTS: IL I C VY.; ttx .e— ai vPrn OV\C\ -4 C-e i `'■c ol *0 Nue( G 2-e Inspector: ^ � - Date: p L 00 ❑ $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: ..u..,. a. S::.., ur,rneA:2cS'.sr.. .4.44,bah6°.t.,64 04,14,6A1 0441, k k44', :.t.',-1'y .; z 6 o g W = - J N W 0 ". u_ ~ W ; z o � 1 2 uj D 0 o � 0 1- ,WW, v + LI 0 ; W z 0 z 'C'Q �d) — . J J a i nlpect7 YN<SIAO 4 I t 1 !_ Address: 1311V La 4/ s. Date called: t Special instructions: Date f me : OT. m) I p /CO p.m. Requester: CIO t Phone: L i a : 3 t)' q LD 6 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspecto INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431 -3670 COMMENTS: Corrections required prior to approval. Date: D _ 1n- oc) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: L�i±7iL":..:.o' 1taiKaxil,. •�"'•�'rria.+4(4'w�xw�i� e���a<<�.��,T'"�ti .x"' -.Lh�% L,';i.3d' 5 . : . - �...c�'(�,��5��3 :.6114. ,'Sf�. iA dlS;iikb. 9• 1t +ti:7iU b wcy'c'A�.¢;u::+4 } 44i 6{y ;i, re 2 U i v 0 to ID !. J W 0 u-a co ILI Z ' ; H 0 Lu U O - . 0II w w U u.16 w N : 0 , Z ,. , P e T-1 �o�S e ct• I%i "cJ o 3 fInspection: t o ' a-'( , Da a c ecial instructions: pecia Da a wanted: a.m. Re wester: r INSPECTION RECORD Retain a copy wi ; permit 6-2 CITY OF TUKWILA BUILDING DIVISION . ' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. 0 Approved per applicable codes. I Receipt No: ERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENT : /0 d <. l i l � ov7"4 , f /y C/a04 iol - V\ CA 1 4e �Pv. � `�Y u tSt't3 -MI 45111 • C 06 \ »>r -V∎ r � �. � (i ‘1 �s l - 4r ftA\ K� s.) Sk'Gtr. Lijc \l t ►1 C'vow 1 sf4ce Cw\ c ` \Uv° Do\-* W) -P N r Date: 36 -00 Inspector: 0 $47.00 REIN FEE REQUIRED. Prior to inspection, fee must be paid. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: �r51Prv Address: Special instructions: Date wanted: INSPECTION RECORD Retain a copy wezit Requester: Phone: PERMIT NO. (206)431 -3670 33 Type of Inspection: t^ Wir r Date called: a.m. p.m. Approved per applicable codes. Wrections required prior to approval. COMMENTS: .) Ij1 VW -\wf v 0 0■ev C-e p - -PC . 1 e ra /rQ -- W G t I S A()) C"r e C Ovw'PC. 1/\ p-Pr" 1 s h6 11) \ k UJ s $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: Date: 1x1inRM1�}JT..i�Ft1 6,✓o;;en5 `; .l.474. 40 .u'u7.:JfbVl4 , t :. 5%c�k'a ,6Y4'A'rtxi• 'r1L•.i++a�; ^'w;.+:s+r -0sr.' 2 �%». "" ,L.£ e='s : 4;04.,r . c4yatiu:: w rJ` U O N w, N Ui 0 2 g u CO w' h ° .111 uj 0 I— wt Hr) H i ILI CO o z. Project: Type of Inspection: rhr (;evIew r., - \ tx-is'S Li* 3i f-aHr-l1 Address: E Y) ►�5 2 42 nry S Date called: ) iii- X 17 - (7)0 Special instructions: Date wanted: a.m. I -1. �..pon: Re uester: Phone: 1 c 57.2 c INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 OMMENTS: r 10 t ; wt5 2 3, Co i- 4 � ) 5 i 1 Si i l l u'rS jah r I ►, 0 k- 4-0 Approved per applicable codes. rrections required prior to approval. Inspector. I Date: 1a _ OC) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: +f £+`' a's R" iLs:Ve4 ' ricu it e'r'rs. a$s -" - -- .w&x:a...ti''.s. mwd21.2**.::. ltn'v:!:aY::;a.w,eA!wleit! t >.L,.xt.lrk +zk.wad�r` 't ufer :i ktiA4m:,.. a3' La.,�tb,.krS,x�s�.a qr:&:i 4i,44146:4_ N W, N W O Q ; CO 3 = H Wi ? , U E o— I— i W W '. O ; ui z : 01' i . z PPrr ject: c7 .vt���1 - L . T e of Inspection: TQ p-vy i r� Address: 3114 `i 2. E Date called: I I I 0C) �=- Special instructions: Date wa d: C a.m. (1 — L p C quester: n1'7( Phone: ,Lon 1 9 j- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 COMMENTS: iP/L /-2 :;) ,' '.O/ Corrections required prior to approval. D $47.00 REINSPECTIO4#EE REQUIRED.Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,'.' Ri.., 1+> x..., Yiw':.. 't.ti�rk% }i:;,Y9�a14zs1; „ ,u.� N 'ft Rrutlk4teLi$A+iff.; ,;,U1 7:.ulE,Xt .:n., Project : — Type of Inspection: Address: Date called: SI CO Special instructions: Date wanted: a.m. P.m. Requester: CCTV ffl r Phone: Approved 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. COMMENTS: V 149100 bve, viLiJe(-0 C* (206)431 -3670 Corrections required prior to approval. Inspector: JJ Date: C5/ L/Oki 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: AtZ4M .`i5ita.VA + h t§• mit S':4> ; x.x trc �u a rn_t rt U O to 0 W uJ w O }}' LL J rn � , - O 3 p: ON Lll Z `, V O z Pr ject: 0)1q lR.v o* '7 T pe of Inspection: P a h Address: 13fI < LO Pr Date called: i O-i () — C� Special instructions: Date warted: lo-le' P.m. equester: X1(71 IN t'Yl�'7� "tG PD_ 3 n f 1 _ _ , t ci INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: E>ciP t' `or (A.) 0t l l S _. Y■14S tShcae" Inspector W cI Date: 1:,95 �.. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. 44.44A:niatt • tik .a�rsSnhbuKs a: .itihY f +' 1(4;4 fh.A �daaiEYi; utid} i..t 4: a t `: ca .lr4twk:hiv;lv.7�,.::tY,'r�i:' U U) � '. V) W W O = C7 1— W 1= O z uj U ; O N 01- IV U. O . • 111 Z 0 1 " z Pgorect ` . ; .. u ,-i } p I O 41 X /�� t 5 Add r re 1 % 4;4161 i 11►e $ Date called: 10 //1/00 pecial instructions: 3 3 Date wanted: b /p d p.m. Requester. �' � Phone: FA 33 INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY'pF TUKWILA BUILDING DIVISION 6300 ^Southcenter Blvd, #100, Tukwila, WA 98188 I PERMIT NO. (206)431 -3670 Approved per applicable codes. C orrections required prior to approval. • COMMENTS: . r0 v-rr I61 vl s \AO�- ( )c ( InspectorrR /\ter /1 Date: \O'` 0 n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Eif tudtZ'' iY� 7M Ylai{7 t4g4 TA ilr kT� id9i tl ,3M .'t.4nKL'�Si+�' —'�'r' �9a t' N ¢ , aim.es.J r, ;n"tiwxc;t,if..tt+.eaSsU. �;N rsvmsv+3":::i s.Yn;.a.Gik0.1.4 , .roject: "(: • - r' Y V le i--\ - L t-+ . •, Type of Inspection: R r C4 Z he Cc 1*-- Address: .) 1 S ! -ra'1 4( (hi ,,S Date called: 1 v -. I G - p a Special instructions: � Date wanted: 1C-.- - \k—bt a.m` :•) .p.m. Requester: Phone: ADS - 7 : 7 : ' 7e,S1 X Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: - Voa S keerlho 4 MVP( (2) TY'v s S) o .A)0 i' hC Inspect r: Date: 10_11 00 $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 uuYF W,'. , .f.1tG .iJF.he.1:}f;,uJN7'•'!'"�# • i�a4fiGti '/WfY4'Witais u:4,- sA'4444 Project: r ,51'a2'l v'� lrJ Type of Inspection: , A A A j 7 142 -No M S. Date called: ci / Special instructions: t,p"")) Date wanted: 1 1. C , a.m. p.m. Req 5ster:__��_( C�CSTT OVA C V Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: t4 (.0.g:it TEcc Inspector: I Date: I , , $47.00 REINSPECTION FEE REQUIRED. Prior to inspectio , fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date:. . r a/4,1.1. i +r# akiYd£vi6 7aw.ta1!t....�r .e.. a. r.Wic<i we kicliA aLNM't 400.11tV ht4+4n aL 4,ey,I.;tnW ` r Y ✓F..., . L..ZWX.eaiANQ»a:.3t.;da. _ .l iad;v4,x . tu 0 w W w • 0 J LL Q :. 0 = w . ? I -. U 0 ' 01_ uj l e l j 0 Z; o 0 z , INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D Approved per applicable codes. PER (206)431 -3670 Project: F 1cr vlc tC Es +c,*-es Let 33 Address: 2ncl A V ,S Special instructs ns: � Drtve. c, ,ct - 4- L cu. ce IC( riovic•lt extra w I Vt vjet.l t o St,-n I, h-le n Sz. vv e th t n I S. C U +. Type of Inspection: C.r6t.01 s� tactCC.. Date called: — COI Date Date wanted: '' c — 06- p.m. Re uester: Dct V2.. Phone: Phone: — 25 iz•r Corrections required prior to approval. COMMENTS: 0 ( ft o 7� /4./ Ok(p g - 0- 1 L pcA7`1 \ /i 4 JJ � S / 5 u.fifee- //t7 Insp�gy� Dats /Q J et) 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule'reinspection. I Receipt No: I Date: .till at, iktdl: 7t A.' kl<, �a '`Y.�, ".,}y�dv+'.+cs�d�JSN33tit «.`. •.� 1, •k' i�Y1Kt�nwklVk su 1 G Z• tivi3e re 2 Qo : to u; NW ; W = J I- W WO g Q co = CJ' Z ', I— O Z 1 uj U O N w :. I- Imo N 0 H Z Project: 1 c, / l.z, f V// t1 3 Type of Ins ectio l (Jd T%'1 f •-o i Addre Date called: �J Special instructions: Date wanted: i 7 -6l p .m. Requester: f Phone: 1/2- c"7 -L-(- `(&'' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. �e� �a.r:ia`i:+: � -• +1 ��+��} icy.'" .sG1�3�.i3��iC:'!iaMw.T.u�:�trf s..... Corrections required prior to approval. COMMENTS: El $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be.Raid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ‘,4444,1L14.7 ry W V O to cow co I W O J I- ui uj O N 0 F! W W U. O , U. ta i Z z Project: ic:s1 - c Ir -v le 1,.a r s L� +? Type of Inspection: rCl : enc`n - hc u.)a Address ` 13117, u r , r 40 . , Date called: E_ t- bC, Date wanted: c-- 10—CO P.m. Special instructions: _Reque ter: i i 1 Phone: 2Go'2 }D.,. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: �1!�L $47.00 REINSPECTION Ft REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. c SY Receipt No: Date: '!^7 `i • _fr:.�ZA4 a«iv�>zt i;W.sknfi +dtw. u,'n: > iC�r. �c: eekrrw 'fti�f.x3.w:t95.tiudii'r:•u'' " Project: Ty of Inspection: Address: 1 I/2 rd 4 4 Date called: - - g - v� Special instructions: Date wanted: `2-- 3/- X 0 �r 7 p.m. Requester: Phone: Z06 -- zs s •- 9zd3 INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: �!F —l - AE G __mow., .r/( (206)431 - 3670 Approved per applicable codes.., Corrections required prior to approval. T.u0 RE NSPECTIOfUIFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: v 01;, w3+:c; :sx4ireid:.tika?r e:G+Lt4 G,a.4.1i.�r, Z aa ce W 0 0 (, co w ! 1-: w o' LL a to "uo H z F- .111 uj 2 Q q O - Q I— W z '• co O z Project: 1,0-1 �j c.),. erv,L 4) Type�f Inspection: G' WI S ., Address: /._� 7 /? 4 /2 ✓L_- S Date called: - 2 - 6 9 7 � Special instructions: 60 /, A -G Ir`y teeJ. (Oii /L)D /I X 55. b/C Date wanted: .2 - C'eJ C=='•� P.m. Requester: I',11 Ph GO (a'25S - ' 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: d Approved per applicable codes. INSPECTION RECOR Retain a copy with permit i 1 1 PERMIT NO. Corrections required prior to approval. $47.00 REINSPECTIOIV FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �Y+ erw: �Wa�. x: 2u.. a: �ixu .:tatc;,t.uJiKe'_ ^:tc� i;;:asc. ,:a+: Se.��.� . "ns.�.. x;ptl i,.y:,... 24.1sfwb4,■ Fxhi:aKSwrir to.i4Y N ws:4 �s �w lnd;;ladarlluu re l a —I ' 0O CO 0 CO W CO LL! W O 2 u_4( co H W Z Q O N O F- _W LL p . lb 1 - O ~ ' Z Authorized Signature Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: CtrY41,11664/111 John W. Rants, Mayor. Fire Department Thomas P. Keefe, Fin' Chief ■ Project Name' C_C' \ ) 12 W shift inspection .. .t. .�.,�;, r.�.' +��w�'!�'fr,�• 764.4 .y .'friN rN.1 Ktw 40); .. :,w _� s�•��1. ... ,r..- , ..n.•� ,�N. 3. TURWILA FIRE DEPARTMENT FINAL•APPROVAL FORM Address 1 = 31 � t n 7 A71. 6 c J e S, Suite # \-S1 Retain current inspection schedule Approved without correction notice Approved with correction notice issued Permit No. S) . - Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575-4439 z oc 00 co o W w . J N ww 0 . LL Q N a Z d . 1- w F- O ' Z 1- U 0 . O - i Ill i Z U. Lu c o pp O F- Z 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 JC ' KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 � ' ^5) 803.2581 • FAX (425) 803.3289 DATE SHEET NO. ^• 8 - TYPICAL CANTILEVERED RETAINING WALL I (Pf INPUT NAME OUTPUT UNITS COMMENT JAI1'IIESON CONS.,LTING Consulting Engineering & Project Management 35 EFP # / ft3 Equivalent fluid pressure 0.267 Cf Coefficient of friction against sliding (includes Factor of Safety of 1.5) 4,67 a ft Height of earth above "base" 50 w4 # Weight on top of wall 0.67 w ft Wall thickness 0.67 t ft Footing thickness 0,67 toe ft Length of toe 0.67 heel ft Length of heel H 5,34 Lf 2.01 fs 1,495 fs2 1,732 Lf /3 0.67 X 0.42 2Lf /3 1.34 F 499 Fk 207 FS 1.519 Mot 888 Mr 1,349 Mu 1,010 W 1,094 w1 375 w2 467 w3 202 x1 1.67 x2 1.00 x3 1.00 x4 1.00 JOE NAME ADS NC. 20 1 $I FosTT� WfEW 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 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 # - ft # - ft # - ft # # ft ft ft ft 7'c Z5G0 1:5/ = 4o ,rs / loo"' a- 4" _ � �iN& PM5 ioetz. 2)#4 d =/6 " ,002 k= 003107 Ma: 141 Lime= 14'1 (12 47 (207) = 21 6 ,1 n o i x E5' Srt Sr, III 1(I �G /0''o, c, C tr z (A) w 4j l"av''or c, 4-4.7 7 5E/O 5 (3)# ¢ coA 3 r'Clzf}2 JC JAMIESON CONS LTING Consulting Engineering & Project Management .901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 80,3-2581 • FAX (425) 803 -3289 . TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 0.267 Cf 5.33 a 50 w4 0.67 w 0.67 t 0.50 toe 1.33 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 Q,4142- a- Zit/ y- ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # # - ft # - ft # - ft ft ft ft ft ZECO Fsl -- 0 1 M=/s 5TE'EL Zot (rz) C rylQ�r = 1,7(, le� _ 28 JOE NAME FO✓Tr W JOB NO. 20 l ei DATE 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 5P4A) SG/D( BY SHEET N0. '' Or 2 1'Pb,O (>44--rop • x 4-J- /bto�c, ,t Evps i VU Az '(3) .t4c0Air o c w U O; c o w w I w 0;, co J` LL Q H W z r U ,„ N ' O H w w .. Z 0 z O I- z JC P JAMIESON CONSL STING Consulting Engineering & Project Management 1301 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 803'2581 • FAX (425) 803.3289 . TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 0,267 Cf 6 a 0.67 w 0.67 t 2.00 toe 0.83 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 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft �c - z5 rst 7 4O 1 Ala= 3 /4= 4e s'ioic F//VD %L" . 4-6 wore Mu /,9r 6 41, SLCD mk roorml6 PAiUS r< -k0 / Zat/7A JOB NAME F057 r ! V(51A/ JOB NO. 2. re/ DATE SHEET NO. all Oa 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 II Imo'` i ll:- BY 1,3 (2)4 7vP V.5• C. `-<_, 3 E5 /D U U 0 0 w, u- g J u_ CO - v Z I- I— 0' 0 I— w w ', U` — O: Z • (0 z JC JAMIESON CONS TING Consulting Engineering & Project Management 9901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 - TYPICAL CANTILEVERED RETAINING WALL w150 psf vehicle surcharge INPUT 35 0,267 7.33 0.67 0.67 1.33 2.00 NAME 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 OUTPUT UNITS COMMENT # / ft3 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 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft 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 - ,�-- 25G) psi ' = 40 K51 /✓�u - Co Z K d= 4, 0,37 /4)7 / #i4s4/to.c, littD " 1" , #4 Gr /2'to c, 2.G5"` 6 sz 5' ' 7Thi'C SP47t15 gOgiz , L = ZZ l�u K ,b =8i' d= 42" g 0,3/AJ (3) r 3 ' JOB NAME roe a thE41 JOB NO. / 6/ BY DATE SHEET NO. gi f OF C 4fr6.o roP '+1 I =1 11 4.. --, I y2ttA -rz 4 4J &6'otc, 4 xF-0" V2 "or c , • ur co l co Wi 9 W 0 I-w' z � w Lu, D CI O N 0i. 1.1.1 m il I l Z 0A 1 0= z . JC JAMIESON CONS, LTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 '^C) 803.2581 • FAX (425) 803.3289 INPUT NAME OUTPUT 35 EFP 8 a 0.67 w 0.67 t 2.08 toe 0.67 heel Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 8.00 3.42 1,314 1,406 1.14 0.85 2.28 1,120 1.507 2,987 4,501 5,077 1,787 643 800 343 3.08 2.41 1.71 ft l✓f '07 !v" , = 0.37/4i .5t@61t0rc, t 1 SOP #4s /2't°, 2,&5 ff"= (p Z5' JOB NAME FOV acts/ JOB NO. DATE . CANTILEVERED RETAINING WALL W/ BASE SLAB 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 # - ft Overturning moment # - ft Resisting moment # - ft Ultimate moment for concrete design # Total weight on footing Soil weight on heel (120 pcf) # Weight of wall Weight of footing ft —�-- ft BY SHEET NO, 5 OF 8 S" 6 •1› . 1z 5/P6.b 1 1[41 5 - r• .0.4 o otc, ( 4 color wr C.) 0 0 CO w w' J w 0 '. u- Q : co a 1 z �- .111 til v 0 w I-- - U. —0 w z 0 ~ z JC JAMIE SON CONr''LTING Joe NAME _FOS7 -g V «K/ Consulting Engineering & P-oject Management JOB N0. ZO / 8/ BY " DJ Z s 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 DATE SHEET NO., OF OF 25007 4= 4o Ks( 4¢ bo l<sl . 5 �( = 919214' d = 6" 4 = o.41 . CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 10 a ft Height of earth above base slab 0.67 w ft Wall thickness 0.83 t ft Footing thickness 2.25 toe ft Length of toe 1.25 heel ft Length of heel H 10.00 ft Overall height of equivalent fluid Lf 4.17 ft Total footing width fs 1,811 # / ft2 Soil bearing if X is in mid 1/3 fs2 1,932 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.39 ft X 1.04 ft Location of resultant force 2Lf /3 2.78 ft F 1,750 # Total horizontal force FS 1.539 Net factor against overturning Mot 5,833 # - ft Overturning moment Mr 8,979 # - ft Resisting moment Mu 9,917 # - ft Ultimate moment for concrete design W 3,019 # Total weight on footing w1 1500 # Soil weight on heel (120 pcf) w2 1001 # Weight of wall w3 519 # Weight of footing x1 3.54 ft 0 x2 2.58 ft x3 2.08 ft J 0 Q (.1Gra.c & cavr 2 -3 8 / -3 JC JAMIESON CONS, LTING Consulting Engineering & Project Management it 901 KIRRIAND AVE STE B -1 • KIRKLAND WA 98033 (' ^5) 803.2581 • FAX (425) 803 -3289 • =c 2 gsl -#5 u = 17214/ d.s" 4.0,534 ws.4,/torc, G &,0 F/,/1 ,l ,p - 5 c u � 7 • CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 12 a ft Height of earth above base slab 0.83 w ft Wall thickness 0.83 t ft Footing thickness 3.17 toe ft Length of toe 1.25 heel ft Length of heel H 12,00 ft Overall height of equivalent fluid Lf 5.25 ft Total footing width fs 1,850 # / ft2 Soil bearing if X is in mid 1/3 fs2 1,954 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.75 ft X 1.35 ft Location of resultant force 2Lf /3 3.50 ft F 2,520 # Total horizontal force FS 1.527 Net factor against overturning Mot 10,080 # - ft Overturning moment Mr 15,397 #- ft Resisting moment Mu 17,136 # - ft Ultimate moment for concrete design W 3,948 # Total weight on footing w1 1800 # Soil weight on heel (12Q pcf) w2 1494 # Weight of wall w3 654 # Weight of footing x1 4.63 ft x2 3.59 ft x3 2.63 ft JOB NAME F/ ...VIEW JOB NO. DATE SHEET NO., 7 0 � • 20/81 N BY ' DJ Z ( 2}# `'TOP IUl !I %'c, L .44 IL (&)*4 coNT • /0 P- 3 4 tI o @/2 0L (I% J INPUT 35 12 0.83 0.83 3.33 1.83 JAMIESON CON LTING C Consulting Engineering & Project Management ti 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 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 # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft - 25X PS/ 'i = ¢D ,e5/ 4- ' 45/ 1(4= 23,3"` dz... g" 4=o74,/ 5&5 FWD /v�u= 3/ k ' &0' /p" 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�f) Weight of wall Weight of footing Id 5 t JOB NAME JOB NO DATE SHEET NO—IL OF 26 /8I BY V,1 t • I Vs, ( 4ion Il dt 1 4 S f 1 t'hucteA-a 4 .JG(� s" 5 "p,c, 4x3L0" (7) 4 car V-4-" �f /0' H0„ NT5 rn (t w 00 N of cn w w 0 uw g J u_ a. D. a, ul 2 0 , 0 1-r U — O kJ Z '. U N i Z JC 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 • • =z %os( , 40 / u = 3 9K' 6" 4 0,34t/ Z, et B , O, c, T /ub ' F04 # ¢ e /6/b.c, /h= 199' l =675' NO VET vLO Wl& bra SP4Als (-loll z, NET OF P / JAMIESON CON`r LTING Consulting Engineering & Project Management TYPICAL CANTILEVERED RETAINING WALL INPUT 35 0.267 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 UNITS # / ft3 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 desi • n Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing • BY SHEET NO. OF iol p (2)4 4 rot 4-L - 8 or c, 4k4x3'0t@e'io (5).#4 ca , JAMIESON CON LTING Consulting Engineering & Project Management 4 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 TYPICAL CANTILEVERED RETAINING WALL INPUT 35 0.267 9.17 50 0.67 0.83 1.00 3.67 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 �c = z500 PSI 07 tia= 7 (a5'`' 45: 0,47/4/z/, /f , N 4/o 'o, c, /hi7' 6►75' 410 5LO/41G r FccT7AJ6 PA-1 #07e/z, /VEr G Phs.sli/E. JOB NAME JOB NO. BY 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 10.00 5.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 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 -I • -0 SHEET NO. OF (z� s4 TO? lily h lI 4 - &lotlo. €3 (Airs) mo w ` J w w J u_ 2 g -j u_ ten.' t w Z O {, I- U '0 H H V v_ �l 0 z UN z JC JAMIESON CONS. TING Consulting Engineering & Project Management 101 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803.3289 JOB NAME JOB NO. DATE . TYPICAL CANTILEVERED RETAINING WALL INPUT 35 0.267 11.17 62 0.83 0.83 1.50 4.67 NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel H 12.00 Lf 7.00 fs 1,850 fs2 1,969 Lf /3 2.33 X 2.91 2Lf /3 4.67 F 2,520 Fk 228 FS 3.476 Mot 10,080 Mr 35,033 Mu 13,821 W 8,584 w1 6260 w2 1391 w3 872 x1 4.67 x2 1.92 x3 3.50 x4 1.92 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft z ,9/ 4=4o X 045 Mu= /3.S3K/ dz '4 0,4/ 4 # 5 c 9'0. c, (.o) /4I ' , " foe 4 9''orC, /v a 475 11=77s �D 4/.E.T SGa)1/t1G ,WT /4I6 5 pMM5 fdtl 3 CCiz COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing BY SHEET NO, OF (Z)fel-ron FA' l"44 -t Storc, *4'9 t'or c, j 2IY ,IC 2 &O x420 "@ 9 (e) ik 4- catir . . , 10" 4-S r/ (Nr5) rew, or) coo u. N w w o � i a '` D. d _ F— o ` z F— 111 a O N ' O 1—, ul F ii Z : _! z Homeowner: c WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99085 \ \9908522.WS HOUSE ID: 99085.22 Site: DUJARDIN DEVELOPMENT PLAN #2060 Builder: 2 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 2060 ft2 Weather Data: Seattle, WA Climate Zone: 1 REFERENCE PROPOSED 434 437 Btu /hr -F 8.35 8.31 kWh /ft2 -yr 07/03/80 Reference Value X Area = UA Floor U -0.041 1254 51.4 Glazing @15 U -0.650 309.0 200.8 Doors U -0.390 38.0 14.8 AG Wall U -0.062 1971 122.2 Ceiling, Attic U -0.036 1254 45.1 Infiltration ACH -0.350 16653ft3( 106.7) PROPOSED DESIGN COMPONENTS Reference UA 434.4 Component Description Value X Area = UA Floor R19 vented Joist 16oc U -0.041 1254 51.4 Glazing ®16% * *vinyl clr /air U -0.520 332.0 172.6 Doors Wood 1 3/8 ", solid flush U -0.390 38.0 14.8 AG Wall R13 STD Lap Wood U -0.082 1948 159.7 Ceiling R38 blown Attic STD baffled U -0.031 1254 38.9 Infiltration Standard Air Sealing ACH -0.350 16653ft3 (106.7) Struc Mass Light Frame, Sheetrock walls Proposed UA 437.5 M- 3.000 2060 6180 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/03/80 FILE: K: \ \KAA \ \99\ \99085 \ \9908522.WS HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: Solar Access: PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION Location PROPOSED South 83.0ft2 Southeast : East ▪ 83.0 Northeast : Eff S Glz: 5.2% PROPOSED Gas Furnace DEFAULT 78 % 0 64 % 0 Vented crawlspace Attic or garage 0.60 28099 Btu /hr 5229 Btu /hr(19 %) 33329 Btu /hr 50000 Btu /hr (150 %) 85 MBtu $ 474 Integrated Spot & Whole House 0.0 () Btu /hr tons (@125 %) kWh /yr Partially Shaded Avg Rvalue R- 8.0 R- 8.0 Surface Area 250.0 ft2 50.0 ft2 PROPOSED North 83.0ft2 Northwest : West ▪ 83.0 Southwest : HOUSE ID: 99085.22 Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 Kappler JOB NAME: JOB NUMBER Copyright 1994 Associafs Architects Dujardin Development Fosterview Estates Plan 2060 DATE: BY: 2/25/2000 99085.22 MJM WINDOW TOTALS ROOM NAME WIDTH (IN FEET) HEIGHT (IN FEET) AREA (IN SQUARE FEET) QUANTITY I (HOW MANY) I TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) MAIN FLOOR DINING 4.00 5.00 20.00 2.00 40.00 F AMILY 6.00 6.67 40.02 1.00 40.02 FAMILY 5.00 5.00 25.00 2.00 50.00 FAMILY 2.50 5.00 12.50 2.00 25.00 ENTRY 1.00 6.00 6.00 1.00 6.00 LAUNDRY 4.00 _ 3.00 12.00 1.00 12.00 TOTAL MAIN 173.02 UPPER FLOOR M. BEDROOM 7.00 4.00 28.00 1.00 28.00 BEDROOM # 3 6.00 4.00 24.00 1.00 24.00 BEDROOM #2 6.00 4.00 24.00 1.00 24.00 OPEN TO BELOW 3.00 3.00 9.00 1.00 9.00 BONUS ROOM 5.00 4.50 22.50 3.00 67.50 M. BATH 2.00 3.00 _ 6.00 1.00 _ 6.00 TOTAL UPPER _ _ 158.50 SUMMARY TOTAL GLAZING SQ. FT. 331.52 TOTAL HOUSE SQ. FT. 2,060.00 Glazing % 16.1% 7/5/2000 9908522 - Glazing.xls z tom! W 2 : U; c� 0 co 0 W= CO u. W g J' P .W ' ; H0 Z H: D o W W u. O u. - Z, o 1 ` O Z. ,•*:• \ \, TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: . Plan Review Fosterview Estates, Lot 33 Tukwila, Washington Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 Dear Mr: Fowler: As requested, we have reviewed architectural plans prepared for Lot 33 of the Fosterview Estates 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: S heets P1.0 and P1.1, Architectural Site Plans Sheet P2.9, Architectural Plan • Sheet Site Sections for Lots 31 through 34 May 12, 2000 Project No. T- 1515 -2 The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a two - 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. 228.5. . To achieve the planned finish grades, it is anticipated that temporary excavations of less than three feet will be required. It is not anticipated that any significant fills will be placed on the lot. Minor fills will be required to create finish grades for the driveway. After completion of foundation 'walls, excavations will be back-filled. 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. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (425) 821 - 7777 V O w w, w O ; g Q d ' uj Z H! HO . Z H V0 O —) ca H I w w H U U. - ~O w Z . O Z Mr. Bill Fowler May 12, 2000 Excavations and Earthwork The site plan indicates that temporary excavations up to three feet may be required to construct foundations for the residence. It is expected that the excavation will be made through 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 iu removed from the site or used in nonstructural landscape areas away from the slopes. a U 0 We suggest that the recycled concrete previously placed on the site be used to backfill all foundations, and as 0 0 ; Ili additional fill wherever possible. To prevent contamination, this material should be kept separate from the native CO materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. 0) U. w o ILa 0O The foundation excavation on this lot is expected to extend into competent native soils. These soils are moisture i- w 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. z g ' W W U Q o - = v LL . A representative of our firm should observe excavations, backfilling, and foundation subgrades to verify that the W 0 site conditions are as anticipated.: v co We trust the information presented is sufficient for your current needs. If you have any questions or require z Foundations 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 additional information; please call. ' :i Sincerely yours, TERRA ASSOCIATES, INC. /A° BCPMES 12/9/o/ cc: • Mr. John Kappler, Kappler Architects, P.S. Project No. T- 1515 -2 Page No. 2 er MTV* `4 Kappler Architects P.S. VERSION 87.9 INCLUDES 7 STORY Job No. 99085 -10 Date 2/22/00 SPM Lateral Analysis for: Dujardin Plan #2060 Jurisdiction 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 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 #N /A OTHER (Roof + 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908510_(ExpB)_1997 -9 plan 2060 Lateral analysis worksheetl.xls SF SF SF SF Long Wall 42 7 ;8 14.0 0:0 NOT VALID UNLESS 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 "WET 7/3/00 PAGE 1 WALL HEIGHT Ce Cq qs Iw 0 0.00 0 -15' P= 0.62 1.3 16.40 1 13.22 PSF 20' P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 PSF 30' P= 0.76 1.3 16.40 1 16.20 PSF 16.20 227 13.22 119 0.00 0 0.00 0 • REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: Ae Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear ri= element story shear x 10 / Iw element shear Iw (LENGTH) ri= ;- =350 '; 3 ? = P= WIND PER SECTION 1618 I -1.83 DESIGN CRITERIA FOR WIND ANALYSIS 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 = 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (Iw) r i story shear r max = I 1167 1 8507 therefore use EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 14.0 (P) Upper Floor (Main walls) 9.0 #N /A 0.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908510_(ExpB)_1997 -9 plan 2060 Lateral analysis worksheetl.xls P= Min = 1.0 Max =1.5 PSF 1450 38 11671 0.14 PLF SF # FT # FT # FT # FT 7/3/00 PAGE 2 (P) Roof (Upper walls) 12 1133 SF 13596 ADDITIONAL LOAD 0 1133 SF 0 S / S EX. WALLS 10 84 8 6720 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 74 8 4736 Roof (Upper walls) 30172 18 543096 543096 0.6644 5652 Upper Floor (Main walls) 30481 1PaPPLFI E$ ITECT &17425 0.3356 2855 #N /A 0 0 RFI I FV111: WA 817425 0.0000 0 (P) Upper Floor (Main walls) 15 927 SF 13905 S / S EX. WALLS 10 84 8 6720 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 74 8 4736 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 30481 #N /A 15 0 SF 0 S / S EX. WALLS 10 84 0 0 F / B EX. WALLS 10 64 0 0 INTER. WALLS 8 74 0 0 #N /A 0 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #N /A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16b0. 16N - BASESHEAR:Vb= (3.OxCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load DEAD LOADS STORY SHEAR VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING BASE SHEAR BASE SHEAR: Vb= (3.OxCa /R)W 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL ISHORT WAL I WEIGHT TOTAL WEIGHT W= 60653 BASE SHEAR: Vb= 0.1964 60653 11910 WORKING STRESS WOOD DESIGN 1.4 I 8507 I# Wihi / sum Wi hi (Plate lit.) Wi x hi sum Hi x hi Wihi 301721 # *load reduced by half due to plan configuration of front wall being concrete Not included in total Vi TOTAL FLOOR FQEfE,d11.13320 1360521 8507 I# 990851 0_(ExpB) 1997 -9 plan 2060 Lateral analysis worksheetl.xls 7/3/00 PAGE 3 9 =i N UQ ` u !. CO W _' N LL' W O g J IL 3 ; 0, W Z o W uj O o t-' W W IL. I— O 11 Z' u H H'. O Z SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A #N /A ROOF DIAPHRAM 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 161 105 0 0 # FT # FT # FT # FT SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS #N /A © 227 © 346 @ #N /A # FT # FT # FT CHECK TOP CHORD M= 36400638.47 T =C= 1137519.952 10.5 - 108335 23; ALOW.Ft= c � 16.5 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 143.64 # /NAIL 731.50) 1050.71 15:9571 #FT 696747.0573 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A #N /A (P) Roof (Upper walls) (P) Upper Floor (Main walls) #N /A #N /A # /BOLT 2.781 FT O.C. # /BOLT 1 .991 FT O.C, KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908510_(ExpB)_1997 -9 plan 2060 Lateral analysis worksheetl.xls 525 1.33 7919.24 NAILS 8507 WIND FORCE Not included in total 161 105 0 0 227 119 0 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 7/3/00 PAGE 4 V W h Wh F Roof (Upper walls) 8507 30172 14.00033333 422418.0573 5158 Upper Floor (Main walls) 8507 30481 9 274329 3350 #N /A 8507 0 0 0 0 #N /A 8507 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A #N /A ROOF DIAPHRAM 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 161 105 0 0 # FT # FT # FT # FT SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS #N /A © 227 © 346 @ #N /A # FT # FT # FT CHECK TOP CHORD M= 36400638.47 T =C= 1137519.952 10.5 - 108335 23; ALOW.Ft= c � 16.5 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 143.64 # /NAIL 731.50) 1050.71 15:9571 #FT 696747.0573 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A #N /A (P) Roof (Upper walls) (P) Upper Floor (Main walls) #N /A #N /A # /BOLT 2.781 FT O.C. # /BOLT 1 .991 FT O.C, KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908510_(ExpB)_1997 -9 plan 2060 Lateral analysis worksheetl.xls 525 1.33 7919.24 NAILS 8507 WIND FORCE Not included in total 161 105 0 0 227 119 0 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 7/3/00 PAGE 4 #N /A 4.5 0 2.5 0 113 IIP1MATAI 0 4083.30 0 #N /A ;NN /AI 2268.50 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A 360 #N /A 200 #N /A 210 #N /A 150 MIN PLATE NAILING #N /A INC O.C. 855.00 291.67 0 717.40 0 790.73 0 NA 0 NA 0 415.77 0 1087.77 0 REQUIRED 0 NA 0.00 I CS16 -30 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 7 4.5 4.5 2.5 2.5 113 IIP1MATAI Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 4083.30 4083.30 2268.50 2268.50 MIN PLATE NAILING 15 INC O.C. 360 360 200 200 210 210 150 150 855.00 855.00 291.67 291.67 717.40 717.40 790.73 790.73 NA NA NA NA 18 3.25 4.25 12 0 209 111 1 41 f {w Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 5444.40 7119.61 20102.42 0.00 MIN PLATE NAILING 8 INC O.C. 260 340 960 0 1275 0 0 0 1662.92 481.67 3840.00 0.00 1163.53 1561.87 1355.20 #DIV /0l CS16 -30 CS16 -30 CS16 -30 #DIV /01 17 4 10.5 0 4.5 203 Ont Mo= 6495.08 17049.58 0.00 7306.96 Wall(DL) 320 840 0 360 Roof (DL) 1152 2784 0 1248 Mr= 1962.67 12684.00 0.00 2412.00 T =C 1133.10 415.77 #DIV /0! 1087.77 MIN PLATE NAILING REQUIRED CS16 -30 NA #DIV /0! I CS16 -30 8 INC O.C. - SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 ri �o U-- 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 z O u 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 2 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 227 227 227 227 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a ,„..„,,,,,,,,„..,..,0....,,,,........„..,..........„,,,„...„„.,,..„..,..„,,,,, WALL SEGMENTS b c b b b c C c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 990851 0_(ExpB) 1997 -9 plan 2060 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 7/3/00 PAGE 5 r<..ury :«,4 4 mm•. cr« o« u. m.o....,,4.,.,...- ... ...._.. _._.... w.r..m,:n, .,.,.o,..,�.,.,.�,..�.,,..•,«w I 8 12 0 0 13.5 711111MP1 :WW1 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 6832.19 0.00 0.00 7686.22 MIN PLATE NAILING 24 INC O.C. 960 0 0 1080 336 0 0 372 5184.00 0.00 0.00 6534.00 137.35 #DIV /01 #DIV /01 85.35 NA #DIV /01 #DIV /01 NA 14 3.5 3.5 12 0 167 P,.141 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 4680.28 4680.28 16046.67 0.00 MIN PLATE NAILING 10 INC O.C. 280 280 960 0 1080 1080 0 0 1586.67 1586.67 3840.00 0.00 883.89 883.89 1017.22 #DIV /0l CS16 -30 CS16 -30 CS16 -30 #DIV /01 I #N /A 20 0 0 0 0 0 #N /A Af Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A 8841.34 #N /A 1600 #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 528 0 0 0 0 0 0.00 0 - 244.00 0 0 0 NA 0.00 #DIV /0! 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 10 20 0 0 19 58 ,P14; I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 9306.67 0.00 0.00 8841.34 MIN PLATE NAILING 30 INC O.C. 1600 0 0 1520 528 0 0 504 14186.67 0.00 0.00 12818.67 - 244.00 #DIV /01 #DIV /0! - 209.33 NA #DIV /0l #DIV /0! NA FRONT TO BACK UPPER FLOOR Load Ht. 8 I- - _ C9 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 o: w z w U z w J 227 227 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 227 227 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908510_(ExpB)_1997 -9 plan 2060 Lateral analysis worksheetl.xls WALL SEGMENTS b c b (ONE SIDE) a b b c c c d d d d SHEAR V WALL TYPE 7/3/00 PAGE 6 W �; • N u. w w O HQ's I- O Z I- O N 0I w W' 1 Vf w Z z 1 #N /A 4.25 iv - 13 2 1.5 1.5 0 590 in LRR Mo= 9436.97 7077.73 7077.73 0.00 LRP AT GARAGE WING 320 240 240 0 Wall(DL) WALLS - MEETS Floor,Roof(DL 0 0 0 0 APA TEST LOADS Mr= 213.33 120.00 120.00 0.00 MIN PLATE NAILING T =C 4611.82 4638.48 4638,48 #DIV /01 3 INC O.C. REQUIRED STHD14 STHD14 _ STHD14 #DIV /01 #N /A 1 #N /A 4.25 0 3.5 0 11757.74 0 y 0 #N /A #N/Aa tI Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A 0 #N /A 0 #N /A 563.33 #N /A 4813.33 MIN PLATE NAILING #N /A INC O.C. 2593.19 0 2259.86 0 STHD 14 RJ 0 STHD 14 RJ 0 STHD 14 RJ 0 STHD 14 RJ 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 3.25 4.25 9.5 3.5 8991.21 11757.74 26282.00 9682.84 520 680 1520 560 0 0 0 0 563.33 963.33 4813.33 653.33 2593.19 2539.86 2259.86 2579.86 STHD 14 RJ STHD 14 RJ STHD 14 RJ STHD 14 RJ 15.5 2.5 3.25 3.25 V 2.75 336 ,? ° a` P1 4 Mo= Wail(DL) Floor,Roof(DL Mr= T =C REQUIRED 6729.66 8748.55 8748.55 7402.62 I MIN PLATE NAILING 5 INC O.C. 400 520 520 440 1902 2640 2640 1248 1918.33 3423.33 3423.33 1547.33 1924.53 1638.53 1638.53 2129.20 STHD 14 RJ STHD 14 RJ STHD 14 RJ STHD 14 RJ RIGHT TO LEFT MAIN FLOOR Load Ht. 8 � z 0O u. 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 227 346 O u. 2 /3DL REACTION HOLDDOWN 255 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT MAIN FLOOR TRIB.LENGT Load 3461 20.5 Ht. 8 Mo= Wall(DL) 2 Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGT a a a a WALL SEGMENTS b b b KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908510_(ExpB)_1997 -9 plan 2060 Lateral analysis worksheetl.xls C SHEAR V WALL MIN PLATE NAILING 5 INC O.C. 7/3/00 PAGE 7 WIN: eater 8 11 4.5 4.5 2.5 123eMP,14MOI MIN PLATE NAILING 14 INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 10820.19 4426.44 4426.44 2459.13 880 360 360 200 960 312 312 588 6746.67 1008.00 1008.00 656.67 370.32 759.65 759.65 720.99 NA _ STHD 14 RJ STHD 14 RJ STHD 14 RJ 14 19 5.5 0 0 1981 P 14 Mo= Wail(DL) Floor,Roof(DL Mr= T =C REQUIRED 30036.57 8694.80 0.00 0.00 MIN PLATE NAILING 9 INC 0.C. 3040 880 0 0 0 0 0 0 19253.33 1613.33 0.00 0.00 567.54 1287.54 #DIV /01 #DIV /01 NA _ STHD 14 RJ _ #DIV /01 #DIV /0! #N /A 0 0 0 0 84 0 #N /A IN/A I Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A 2400 #N /A 480 MIN PLATE NAILING #N /A INC O.C. 408 0 0 36861.33 0 0.00 0 0 0 #DIV /0! 0 NA 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 10 23 15 0 3 84 Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 15519.54 10121.44 0.00 2024.29 MIN PLATE NAILING 20 INC O.C. 3680 2400 0 480 1128 408 0 624 36861.33 14040.00 0.00 1104.00 - 927.90 - 261.24 #DIV /0! 306.76 NA NA #DIV /0! NA FRONT TO BACK MAIN FLOOR Load Ht. 8 346 F- C9 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 o: w z w U MAIN FLOOR Load Ht. 8 z w J 346 2 /3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN 346 TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908510_(ExpB) 1997 -9 plan 2060 Lateral analysis worksheet) .xls d d d d SHEAR V WALL TYPE 7/3/00 PAGE 8 Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 11111 ARCII August 18, 2000 EC RE: Substituting fiberglass fibers in the concrete garage and basement flat work in lieu of welded wire fabric. Dear Duane: 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 fabric with fiberglass fibers will proyide a superior product. _.W 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. Should you have any questions or comments, please do not hesitate to call. your complete home pCa n►tinc3 resource S rely, S S . RECEIVED CITY OF TUKWILA AUG 21 2000 John Kappler President r'f ?7th( •d I' Mee'. ./ �1 �1 '' e r •L' ^ '•11 1 �, 21 U � + l +�wZ 't 71,, 111 e 1 1' I 15 /I + t ��:�, c�l}• fu flu btl •tct6‘ L'm "ltc� 5 LtF 0.hv�l� S�� lx1-.I-Li'1 I „i I Ci71c} I �cr >�t514c� t^c�l < /I cts a- eQpt(lAl " b1^C�� . . ctisk'd �I 4•Itii • (.\ .1ti (?j^: U iC�P kA Sc�l;(C 19 i�'ic;' t L&I'If /tQPpr �it / i� :�LIlc( a t 0 � 4hu.� l � ,L � p.( 1 V 1 14311 SE 16th Street . 'Bellevue, W% 08007 1.800.8884517 • (42 5)641.5320. fax: (425)641.5318 www.kayyferliomeyfans.com PERMIT CENTER N S • W' w • O; J LL < co — z �' U , O I— L1.1 V IL 0 Z w 0 �' 11/07/2000 10:57 FAX 425 821,434 TERRA ASSOCIATES .Sincerely y • TIERRA. cc: • i'''t TERRA ASSOCIATES Inc. ^;�, „ Consultants in Geotechnical Engineering, Geology, and Mr. Gary Bunistead Dnjardin Development P.O. Box 1059' ' Snohomish,' Washington 98291 Subject: Faking Drains • Fostervievv Estate's Tukwila, Washington. • • •Anil Butail, Principal BK/AB:ae L en gyp ii- ier lrchitects • Environmental Earth Sciences ' RE'CEIVED •CITY OF TUKINILA. NOV -.8 2000 • • PERMIT CENTER . Dear Mr. Bumstead: . , This lettersummarizcs•our discussions regarding the exterior fdocing drains for the residences to be constructed at . u eet =_ In our inia the•febtin drains may c�lnsist•of _. -- • • A•four -ineb, perforated PVC drainpipe should be placed alongside the base of the exterior footings.' • • •• `The drain should then be covered with at•leilst,l8 inches of.pea grave or . one-inch minus washed rock 'with'a strip of separation fabric placed over the top. . • On the downhill side of building's, the'depth of w ashed rock may 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£flcient for your 'current needs. If .you have any questions or reitufie • additional info , ► • . : • 8. i • ,1,2525•Willows Suite 101, Kirkland, Washington 98034 • Phone,(425) 821 -7777 • fax (425) 821 -4334 • terradterra= associates:corn, . Q002 November 7 2000 • Project No, T- 1515 -2 • Dujardin Development Gary Burnstead .project Manager FO Box 1059 Snohomish, WA 98291 Dear Gary, A -, ti ^rte r- ti .1 ifr RE: A35 clips not needed at overlapped plywood shear walls. February 28, 2001 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, u enn .' t er, chttect Kappler Architects P.S. Cc: Dujardin 14311 5E 161h Street. Act vvuc,1414. 95oo; 1.800.888.4517 . (425)641.5320 . fax: (425)641.5318 wwwiiaypferfwnteycans.com C GSS NOTES: 3/4' =1'-0' TOP PLATE NAILING PER SHEARWALL SCHEDULE BOTTOM PLATE NAILING PER SNEARWALL SCHEDULE Kappler Architects, P.S. 14311 SE ism ST, Ba a ue, Waerirgtm 98007 (425) 641-5320 "' Fax (425) 6415313 10 d • S' a.. PLYWD, TO RIM JOIST 17610 - 06100 -02 JON PANEL EDGE ON COMMON MEMBER PANEL EDGE NAILING INTO CO1'1CN MEMBER PER SCHEDULE. TTP, EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE fTF. TJI FLOOR CONSTRUCTION BLOCK PANEL. EDGE PER SCHEDULE EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 17610- 06100 -02TJI 2 -13 -01 :rG t e,.�xo+i�.+af.r ': fo-i`+StY�a.ahz:ua.�ib`w DOCUMENT TITLE(S) (or transactions contained therein) * ', a I-1) ^ _ a SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: / ^ N/A 6 • Additional reference #s on page of document(s) GRANTOR(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT • Additional names on page of document GRANTEE(S) (Last name first, then first name and initials) CNICACO [►rat rrr:,URANCE COMPANY has placed the document of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY and accepts no Ilab ay for Mt ft E r v�l�d�ry of M t • 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 4323049)003x01 4MSpamiXi(3406134d6C3c See Attached • Assessor Tax # not yet assigned A CCs a, or, N N RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 Y 1WPtDUTARDINWOSTER2NDAMEN D MODOC I I II I In Idf III f it a 200 20314 P CHICAGO t TITLE 008 PC KIN GCO�T 14 Y U142 WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65 04) 1 T a44S4Y:.� �p7CVti?Pdk ::'lFY`�".!r'R?,lM1:.!kWq t�vhuPA z 6 V 0 N O W W J F ' W O Cn a . ~ Z � t- Z 1- 2D DO 0 0H =V_ Wi Z ai 0 z tan CTI 4 a N C0 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 ` PvQL 0- , 2002 by Dujardm Development Company, a Washington corporation ( "Declarant ") CHICAGO TITLE INSURANCE COMPANY has placed the document of record as a customer courtesy sod RECITALS AND DECLARATION the accepts no validly liability for the 2c6uraCy br vaudly of Gig aommoht 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 \WFND =DM 0 STER2ND AMEN 01MO.DOC 2 o vo,,4rrA 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following and 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 S 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and 5 1 6. The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along north boundary of Lots 13 and 14 and the Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 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 mamtenance that it determines to be m the best interest of the Owners 2. Maintenance Resnonsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 1 6 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent lot to perform such activities as are reasonably necessary for required Wall Y \WPDU)ARDIIN•OSTPR2NDAMEN D WO DOC 3 4 _. _.........,. . .. _ M!i tiaos u eworotrammM .nvornatfra'iirlln3e'f PNttraotorfoops p 2t ozw o,m- willovw4 MRt +7rra +,•±r r.A"AK',t?+,.wgk!t.' kevant2.:!4rmvt emo• z 1 ' w w 00 N 0 ' WI CO U. w 2 g a 2 z 0 z D o` U 0 H w uj w _ Z iii 0 z 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) Its Ries. clew STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me Quo WAeutes, to me known to be the 1 %0S rcr of Dujardm 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 /3 day of fCL4 , 2002 Y 1tWP0DW ARDZAFOSTERINDAMEN r4JMG DOC 4 wo g J CI IICAGO TITLE INSURANCE COMPANY y a . has placed the document of record es a customer courtesy I— 1.0 . and accepts no liability for z i the accuracy or validity of 0' the document, z i - w U 0 co 0 w w' : U : o ; ui z . U N 0 ture) `z t r►i o i1t}'n.1 ) I son (Print Name) Notary Public in and for the State of Washington, residing at Sr.ein L.0 My commission expires 3 -1 S '-0 3 Y 1WADUJARDfl't FOSTER2NDAMEN 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. r , . , .:1'ultifawGi,Ylte, °t' *1 44 'af.•.IuLr {r !!, `'� - 5 CNICACO TIRE INSURANCE COMPANY has placed the document of recd cis a customer courtesy and accepts no liability for the accuracy or vanddy of the document. ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS Plat of Fosterview Estates Lots 1 through 40 261200- 0010 4 261200- 0210- 02 261200 - 0020 - 02 261200 - 0220 - 00 261200 0030 - 00 261200- 0230 - 08 261200 - 0040 - 080 261200 - 0240 - 06 261200 - 0050 - 05 261200 - 0250 - 03 261200 - 0060 - 03 261200 - 0260 - 01 261200 - 0070 - 01 261200 - 0270 - 09 261200 - 0080 - 09 261200 - 0280 - 07 261200- 0090 07 261200- 0290- 05 261200 - 0100 - 05 261200 - 0300 - 03 261200 0110 - 03 261200- 0310- 01 261200 - 0120 - 01 261200 - 0320 - 04 261200 - 0130 - 09 261200 - 0330 - 07 261200 - 0140 - 07 261200 - 0340 - 05 261200 - 0150 - 04 261200 - 0350 - 02 261200 - 0160 - 02 261200 - 0360 - 00 261200 - 0170 - 00 261200 0370- 08 261200 - 0180 - 080 261200 - 0380 - 06 261200- 0190 - 06 261200- 0390- 04 261200 - 0200 - 04 261200 - 0400 - 02 CHICA.G0 TITLE INSURANCE COMPANY has pk.-cnd the document of record its o cusiomei courtesy and dccepts no liability for tho accuracy or validity of the document, rt Q W. D : co o ID W 9 u . w0 g LLa 3' =N d .:. I - w. 3 Q w V U. — liJ Z N ` :/15/2000 11:38 FAX 425 821 • Mr. Bill'Fowler • • • Dujurdin'Develapment Company . P.O. Box 1059 • Snohomish, Washington 98291• • Subject: •' Final .R•eport . • ,. Earthwork Observation. and Testing Fosterview Estates; Lot 33 • Tukwila, Washington • • • Strucraral fill placement'and compaction Foundation subgrades Garage floor. subgrades • ,Paveincnt/driveway subgrades TERRA AMDCIATES • TERRA ASSOCIATES, Int.. Consultants in :Geotechnical Engineering', Geology and Environmental Earth Sciences • • • Reference: • Plan Review, Fosterview Estates, Lot 3.3, Terra Associates, Inc., dated May 12, 2000. 12523 Willows Koad, Suite 1.01, Kirkland, Washington 98034 •• Phone. (425) 821 -7777 • Fay (425) -4334 • terraeterratassociates.com 4J002 December 15, 2000 Project No. T- 1515 -2 Dear.Mr, Fowler: As requested, we provided intermittent earthwork observation and ;testing services 'during .grading..'and construction of foundations for .Lot 33 of Fosterview. Estates in Tukwila., .The purpose Of our .work was to .verify that the geotechtiical,engineering aspects of the pioject.weie completed in accordance with recormeridations outlined in the referenced plan,revicw letter and Kappler Arehitects'.constniction drawings. • ' Our services on the project consisted observation and tesiing.of the following elements: Based on our field observations and test results, it 'is our opinion that earthwork and foundation construction on Lot 33 has been prepared' in 'accordance with project specifications:arid 'recommendations provided .in the . referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for • footing's, using a bering•capacify of 2,000 pounds per 'square, foot (psi).. We hav'e'enclosed a copy 'of ou fiel 'memo delineating the foundation subSrade conditions noted during our site visit : . ' s Ur S w 0 D: O H; ALI i0 rn . ;0 W , U it z; (n ; . . Z 1.2/15/2000 11:39 FAT 425 821,639 . Mr. Bill Fowler December 15, 2000 This work was performcd'and this letter prepared their authorized representatives • • • We trust: the information presented is sufficient additional inform tion,'plcase call. • Sincerely yours, ' TERRA ASSOCIATES, INC • • • Bernard P.•Krioll II; E.I •Stafl•,Engineer • ; . • Anil,Butail; P.E.'1 ;; ( O\- Principal • ,_ . 41r. • SK/AB :ae . • • • Encl: , Footing Excavation Exanunation' Re • cc: Mr. John Kappler; Kappler Architects TERRA ASSraaATES • . ti 003 specifically. for the use of.Dujardin Developnicnt Company.and • for .your Current needs. If y'ou Dave any questions or require • Project No. .T -15 1 5-2 Page No, 2 , . J.2/15/ 2000 11:30 FAX 425 821 '1•E9RA A5Syt:1 AXES TERRA. ASSOCIATES, Inc. Geotechr4 al Consultants ,12525 Willows Road; Suite 101, Kirkland, WasH+Von 98034 • , Phone: (2061 821-7777 •,FAX (2061'821.4334, , • FOOTING EXCAVATION EXAMINATION REPORT • U.L I I JOop PROJECT NO: •15/ 5'Z,- • OATEFOOTINGSI`XAMiNEO �y PROJECT NAME: �'T rJt ' CONTRACTOR: �"t DESCRIPTION OF FOOTINGS COVERED gY THIS REPORT:. • ` .33 l7T . PROJECT-LOCATION: REPRESENTATIVE: •' Co ? B i ) AO ' • Amor FOOTING EXCAVATION FIELD CONDITIONS NOTED Fx�MI ION). . X02 (j —p. . • Sots. 'Ex Po3E0 SW ocii. FArilfi 1�Es c. NR•Ti∎1F . 5.) :L.s. • r10 5', P`, • • lair/ LoosF. L Td BE rk 5 . 2•F •Fa6 5Jacr:��F 5lGNATU E '•. TERRA ASSOCIATES REPRESENTATIVE. • • .P Lio- - • 'To JJJ COPY TC: 1m 004 are ant) valid Our•r pe r iod o 4 3 h ur examined h oily to the tooting subgrade conditions occu we should tie promptly rr tified .. Any loosened soils o for a p a d in Iouri houn a ton ar f any:ch i in tce sub9 bserve i dGses due Co construction activity or ra ?mall should be remo ved prior to.roncret2 placement. 67:•∎ vJ /5r•T%; Q h 2rr'J0• i c�7QAI T� Pi r.l�.� NOTES: •• r>A r I /'P C :.-- �•rlor ' ©a s r H Gr '1)•16:• r t 6 ^ ' ‚''s . ,. _A' P' I.. ?1�F. a yF L v7 • c 35 Aar.. . ACF 0, Ai f f "Jft•• rF1 F . Z PSG (l EA/i4.71 ' C,AP. Ae.,•e7 Z W 00, coo' W LL, W O LL CO =Cy H =; Z � z � •W U O N' W W I-- V • LL I • Z . U N . O z LEENDERS DRYWALL, Inc. LEEN001099PA 413 B 19th St. # 166 • Lynden, Washington 98264 (360) 354 -4629 A004U 84 1 - /o,) 5 6 0 9/A4.•1E0 Unl L 44t d , fit 6.0 OA) /:v: rZi RECEWED APR 1 2 2001 BUILDING DEPARTMENT j_3 37 51 r L4.45-s u.Z .• Ct / t.,,,v%..) • Bernie Knoll Terra Associates, Inc. 12525 Willows Road Suite 101 Kirkland, WA 98034 RE: Fosterview, Lot 32 Dear Bernie: Enclosure A.nri ARCIIITECL. ps. IT A\ DEO rin Please call us if you have any questions. it 1' il' liontC prattiti116 1 t • December 1, 2000 tt Per our phone conversation the City of Tukwila is requesting information to substantiate that the Pin Pile driven in the garage area. This pile supports a column, which supports the mid span of a bean, then the upper. floor. In review of our documentation, the load on the column is 6,600 pounds. The Refusal Factor of the Pin Pile is 4 to 6 kps with a 2 times safety factor. The Pin Pile is adequate from a gravity - loading standpoint to support the column, as it is in the mid -span of a continuous beam. We are requesting that you formally review this documentation and concur. As the Geotechnical Engineer Of Record please let us know if this meets with your approval. REC NED APR 122O[.1 BUILDING DEPARTMENT 14311 SE 16th Strut Beffente,'W!A 95'007 1,800,888.4517. (4:5)641.532o . fccx: (42$)641.531 C0010 47 Terra Associates Fostervlew.doc i w.Capptrhornep1 ns.corn 12/07/ 09:35 FAX 425 821 ,4-34 r aJNkt . 1 1 A , Project: Location: Waatn.r: I C TERRA ASSOCIATES, Inc. Geotechnical Consultants (425) 821 - 7777 Kirkland, Washington F F Subject: va'cy�c Present At Site; a p /e r 4r• 4. 4.. s , / J vs r,,1:. l ( 2 0 P f i /i© / %� S 7�t `/. ' i Y>'Ft �vta 0.01 Ar q),1 /r � 0 re. cr ;sror. /1ro rte. rA I -4 " [/ S 4 TERRA ASSOCIATES ,..� l 002/003 Ota.. t v- 50; 1'S /7 r m e y'F/ AILL • n f. Contractor. 33 loo' Oa eve - sh f: s I''` r.,. a( / 1 -e V Fc`: — A ca-7 6.,e X7 7 Sr ,4 Daily Field Memo Project Na. /Vac" Mauro No. Date VG(jar4ir) RECF VFD APR i 2 20L1 B� u ' DEPARTMENT TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development P.O. Box 1059 Snohomish, Washington 98291 Subject: Pipe Pile, Lot 32 Fosterview Estates Tukwila, Washington Dear Mr. Fowler: December 14, 2000 Project No. T- 1515 -2 As requested, we reviewed information pertaining to installation of a pipe pile in the garage area of Lot 32. The information was provided to us by Kappler Architects. We were requested to observe installation on this pile according to the information provided us. An area in the center of the garage slab was saw cut and a two -inch galvanized pipe pile was driven to refusal at a depth of 8.5 feet using a 90 -foot pound hand - guided pneumatic jack hammer. The pile was installed and monitored by McDowell Northwest Pile King, Inc. The refusal point and final pile depth was also determined by McDowell Northwest. Considering the native soils found on -site, if the pile was installed according to the information provided us, it is our opinion that it should provide an adequate axial building load of six kips. We trust this information is sufficient for your current needs. If you have any questions or require additional information, pleas all h4r , Sincerel ygtifs�,ti -, � 4 TERRA SQCrATEkiN y,.\ + ', NIL ■111116110 ago Anil Butail- 171)03) Principal, � C;s` BIQAB:ae._............. m.,,.,_ EXPIRE. L2/9/01 cc: Mr. John K apple r, Kapp Architects RECEWED APR 1 2 20 BUILDING DEPARTMENT 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (425) 821 - 7777 OCT -24 -2000 01:12P FROM: BID CONFIRMATION AND AGREEMENT CONTRACTOR buTA Rb, A) AGJEt-oP'MIEAIT GO, DATE f0 -Z q TO ADDRESS 1 LZOX 5! Ca EtJE1tj 'Jh4. 9ilzoc PROJECT C:#1RAGE POSY SNP PORT LOCATION 1.37/5,! - 'I2niD *tI Sour, TukU71.4 For furnishing and installing / ea pipe piles 2. " I.D. $ 125 Based on pile lengths of up to ZO' for a total footage of up to ZO L F _ For additional footage add per ft. S 1 5S 00 For lesser footage deduct er ft. $ - Alt? • 2.0 MI N /441/44 & Steel pipe will be: u black (galvanized schedule 2,0 .21 S u wall thickness Top plates are included in the above price J: 0 no type " 4 ( 4 Above price includes: mobilization, ASTM A53 grade A Steel pipe, and standard sleeved couplers Comments: Zits ASCU MES Lt.a/JCIZE.rE e.u-rr146, 23v d71 -/cgs - /W NW(' 4 /V X /2" AccESs 4 - IDLE . McDOWEL ACCEPTE McDowell NW Pile King, Inc. Bid price good for 30 days or until price and availability of material changes. Sales tax Is not included. TERMS: Net lath of month following, 2% per month on past due amounts - No Retention. CONDITIONS OF STANDARD QUOTE 1. Access 10 pile locations on suitable ground. 2 One continuous, uninterrupted operation with _ move- in(s). Standby charges, including obstructions. are $160.00/hr. for pin piles, vinyl sheet pile. or earth anchors. 3. General contractor responsible for a. any excavation required including excavation for cutoffs b. locating & removal of all obstructions and utilities that interfere with pile operations. both underground & overhead. We are not responsible for any underground utility damage. c. pile layout with clearly marked stakes. We are not responsible for off- center pile - due to misplaced stakes or pile movement caused by underground conditions. I, : ; E d. all engineering and testing lab services and permits e. street use permits if required and availability of sanitary facilities /I:1( , ' ?.001 i 4. NOTE: Any pile driven without geotechnical inspection is solely at the owners discretion and uu convenience. The owner or general contractor agrees to accept full responsibility for the structural BUtf - DING performance of any non - inspected pile. f I � AR TMEN T 5. Should conditions be encountered in performance of the work which differ from (A) those indicat by the contract documents or soils data furnished to subcontractor, or (B) those ordinarily encount- ered and generally recognized as inherent in work of the character provided in the contract, an equit- able adjustment will be made to recover the resulting costs. 8. All claims relating to this subcontract shall be arbitrated in accordance with the American Arbitration Association's Construction Industry Arbitration Rules. The prevailing party shall be entitled to attor- ney's fees and cost (to include expert fees). 7. EXCEPTIONS TO BID DOCUMENT: CIRCLE RETAINING W • • PIN (PIPE' PILE • MANTA RAY EARTH ANCHORS • C -LOC VINI'L SHEETPILE SHIP TO: 18905 84th Avenue S. • Kent, WA 98032 • (425) 251.3535 • Fax (425) 251.5940 RFMIT Tfl• t oam % ono, Di...- e . v_ .. u,• TO?% - P62424197 DATE: RN ONE corr P:2'2 z w ' J v U O y 0) W W =, -J N LL' w LL —v w 11- 0. z I- U o` 0 =, 0 I- 2U O w z '. — 0 z C.EC71 -2( L'I 01:C3P FROM COMPANY: ATTENTION: FROM: FAX* .4 McDowell NW Pile King, Inc. 4A) >., _ ;77 FA.x COVE Sl (OS •Zcfi- DATE: r`r TO:A25e4153t3 terr y 'a fezn - .�. 1A-1.•'h? NUMBER OF PAGES ✓ _ (PLUS COVER) ORIGINAL DOCUMENT TO BE MAILED YES J NO MESSAGE: __JA fir 5. 7J-tfr Pi Lg UN: l' nyslc. a a! 04 f Cis • N1 t a . z GLuE #1E - C11 G u•1 r71 c1UE$ • • i'e 77 S E . If you have any problems receiving this transmittal, please call at (425) 251-9535. Our fax number is (425) 251.5940. RETAIWNQ WALLS • PIN AM al • *LUTA MY £MTM moots • C•LOC WM7 3NEE7PVJ SHIP TO: 14905 enm Avenue S. • KAM WA 91032 • (424) 251- 535 • FAY (426) 2 4O :D DEPARTMENT GEC-1. 20Ci0 31 L QW FROM: To:4256415318 McDowell NW He King, Inc, PIL LOG Customer Name s'AKD'") Project/Job Nana A i s Fer Job Address A r� - uric' L4 Date Completed 1 f- t • eo North: Pile Size/Grade: 2. "Gwc ser�F.�v All pile driven to refusal" Seconds using a t4 S5Tewvc %WA • P (NV SHIP TO: 18905 54th Menu* 9. REMIT TO: 1111100 IRO Plan 5. Page 1 --a I ' ` • 1 • 41 5k 011 021 . #31 #41 42 412 422 ___„ # 42 ..._.. --- 43_ 413__. #23 #33 043 44 014 _ #24 . #34 _ __ - #44 03 415 __._ #25 #35 #45 46 _416 #26 436 ,,.x. 446 �..�. 47 117 427 _ 4 37 . #8 ._ #18 028 438 #48 49 419 w 429 439 .. # #20 #30 440- 1410 – *3 cycles of less than 1'' FT/LB hammer , A saUg ALE • MANTA Mr iffTMA1Yp'►t1415 • C.LOC ►awn SHOWILE • welt, WA 98032 • (425) 2514535 • Fa4 (425) 351.5940 • Kert, WA 98032 • (425) 251.11670 • Fay (425) 251 -51123 F' :2'3 RECEVED APR i 2 20W BUILDING DEPARTMENT Model Number Hammer Weight (Actual) l . Lb. Class Blows per minute B.P.M at 75% Operating Throttle Oil Flow ;Required gpm Working Pressure psi Tool 0iarn. Inches TB 100 135 IDs. 125 1000.1200 1200 4.7 -5.6. 1000-1300 1.57' TB 125 4C0 lbs. 350 600.1200 ,10Q, , 5.9 1150- 2000 2" TB 225 650lbs. , 610 550.1100 950 _ 7-12 2.3' , 713_325 850 1b5.,_ 850 550.1100 950 9.16 4400 -2300 3" T8 426 1100 lbs. 1100 lbs. 560.1100 050 , 12 -21 • 1400 -2300 3.75" TB 925 1500 lbs. 1500 _ 500.900 750 18.29 1600.2400. 3.75" DEC-1-200,3 01:10P =RbJM+ HAMMER WEIGHT (pneumatic) Jack Hammer 92 Imo. - Hydraulic T6 100 135 lbs. H ydraulic TB 125 400 lbs. TO: 4'36415318 P:3.3 McDowell NW Pile King, inc. REFUSAL CRITERIA" FOR PIPE PILE HYDRAULIC HAMMERS ' Defined as Tess than 1" of penetrstlon In •'X" seconds SECONDS PER INCH 3" PIPE 4" PIPE 6" PIPE Hydraulic Td 225 650 lbs. 8.10 _____1_14:1§J._ . _ . ... - 18 Hydreuite TB 325 650 lbs. 6-6 _10.12 M 14 -16 J Hydraulic TB425 11001bs. 5 -8 10 -12 1S-29... Hydraulic TB 625 1500 lbs. - 6.8 _ 8.10 •, j__, tti-20 I PIPE SIZE O.D. WALL HAMMER SIZE -4 2" 2 375" .216" son 80 400 lb. oR roc 1.3 ,.fck. 4 -6 kps 4 irS4MNi 3" 3.5' .215" scn 40 650 lb. 10 -14 kps 4' 4 5' .237' !cn 40 850 lb. 16.20 kps 6" 6.1525" .250' $Ch 40 1500 lb. 20 -30 kps RRTAi O 4l U$ • MI (PIM Pal • MANTA RAY ff.tIRTN .wCHcRS • C• IOC WNI'c sWrETPILE SHIP TO:10905 Oath Avow, 5, • Kent, WA 49032 • (425) 251.0535 • Fax (4251251.5940 1161.AIT 70: 14000 Win Place 5. • Kent, WA 98032 • (4251 251.8570 • Fax 44251 251.3621 • F1 CHART 'TYPICAL PILE CAPACITY ASSUMES 2X SAFETY FACTOR RECEIVED APR 1 2 2001 BUILDING DEPARTMENT re 5 U U w W co IL! WO g u. I- W I- O Z H! P p' O N 0 H' W W' . Z O'. w Z ' o N � O Z:.. r 4• Gary Bumstead Construction Manager Dujardin Development PO Box 1059 Snohomish, WA 98291 RE: Lot 33 Pin Pile and Post Retrofit Fosterview Estates Dear Gary, 33 -T I 1 1 )� 1 j I . � ) ;i ..: . A ! .. This letter is being provided to you regarding the retrofit condition that has been provided on Lot 33. Our plans, unfortunately, did not call out a post in the garage. We have therefore provided a retrofit post condition. Since this site garage /slab was on several feet of structural fill, it was necessary to provide a pin pile underneath the new post location in lieu of a mat footing. As I understand this pin pile was placed meeting the same bearing conditions as the geo- technical letters and is therefore an acceptable retrofit condition. It is our office's understanding that the pin pile was set 2" below the finish concrete slab height in the garage with a steel plate welded to the top, To achieve a positive connection, set a 6x6 pressure treated post on top of the steel plate, to the underside of the beam above. Provide a HTT22 and nail it to the pressure treated 6x6 post with 32 — 16d sinker nails, per manufactures specifications. With this HTT22 attached to the post, install the 5/8" diameter anchor bolt to the HTT22, per manufactures recommendations, and leave dangling down below the post and steel plate. The positive connection from the pin pile and post will then be achieved when the garage slab is poured around the post and 5/8" diameter anchor bolt, which is attached to the HTT22 and pressure treated post. At the post to beam connection provide a PC66 post cap: If you have any questions or comments, please do not hesitate to call. Sincerely, John Kappler r• q •' •.q ••."yl r l M r i : 1 �l � ' 0,• , • li 4 ti r I f i o 11i C 1.1 II I? II ! II i t r i' ` '' It i November 8, 2000 REC PVED APR 2 LOJ1 BUILDING DEPARTMENT 14 ;11 SX 16tii Strict . Te(k -ue. W. 08007 1.31.70.813$.4517 • (425)641.5320 . fux; (425)641.5318 w«w.kapplarlioni yfans.com PROJECT NAME: rO5TE24 f Et-) CONTRACTOR: N.SA20inJ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: RAS60 1/Pon) C� JO,T7J� SIGNATUFfE /�J ,7sTf1 /'N r( 42606- TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATLS, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone: (206) 821.7777 • FAX (206) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED wt_� I 2000 PROJECT NO. /S /S PROJECT LOCATION: �tAKt.JiL WA REPRESENTATIVE: £P2/ gut') ST6AC) Lo-r 4 33 OBsi`-2✓fJD T7f OAf /TS TERn'El s OPIA.non.) I H 4.11562 (/)1001110^)-5 rX P,DsGP I k, '714. Fco OF Lo-r 33 Az. Ar Q.,perf 'on- ►PIE 2.600 PS RfA( „X--. GIA PAc.n Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: rz--.7 1 5/7 , .,. . i.1 :.iib'ui[ftiY4Y"�iiiil��`� ii Si •�a -. �., a ,. -: {.k�iY('katittNh+iL:4[Ei�{ti:1 � + i rif ".uatilsl'iuiiW1114+3L':: y,r.„ J •1z. ". rAkde+r++dfi' "'+: `+�.: i. .Y. ra....:r.: .' :, x d .4 d Llua1 Z � c6 g U V co 0' co w N W W g -j Z Z :; H-O z � D 0 . 0 W W: I0 iii z w e . Z , FOOTING EXCAVATION FIELD CONDITIONS NOTED FXGAV `-rioN FOt2.. FJJn70LYn.cx0 S 50i LS rX POSEO AR.k. ' N4,56_ r ti 5,,J6L,6. FAMl 2E3,0ISO0, N6x7 SoIL.S• 6.?rC..WFcr'1.DNJ PAS MIA CriPc.!_ 51 Pi AM! Loo)F_ /`'IINTFfz TO gE 21)\)O FT Fb077Al6 5036P -A04 P2),),,-- r-v PJJ 2. / PROJECT NAME: rO5TE24 f Et-) CONTRACTOR: N.SA20inJ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: RAS60 1/Pon) C� JO,T7J� SIGNATUFfE /�J ,7sTf1 /'N r( 42606- TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATLS, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone: (206) 821.7777 • FAX (206) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED wt_� I 2000 PROJECT NO. /S /S PROJECT LOCATION: �tAKt.JiL WA REPRESENTATIVE: £P2/ gut') ST6AC) Lo-r 4 33 OBsi`-2✓fJD T7f OAf /TS TERn'El s OPIA.non.) I H 4.11562 (/)1001110^)-5 rX P,DsGP I k, '714. Fco OF Lo-r 33 Az. Ar Q.,perf 'on- ►PIE 2.600 PS RfA( „X--. GIA PAc.n Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: rz--.7 1 5/7 , .,. . i.1 :.iib'ui[ftiY4Y"�iiiil��`� ii Si •�a -. �., a ,. -: {.k�iY('katittNh+iL:4[Ei�{ti:1 � + i rif ".uatilsl'iuiiW1114+3L':: y,r.„ J •1z. ". rAkde+r++dfi' "'+: `+�.: i. .Y. ra....:r.: .' :, x d .4 d Llua1 Z � c6 g U V co 0' co w N W W g -j Z Z :; H-O z � D 0 . 0 W W: I0 iii z w e . Z , TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 33 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 33, Terra Associates, Inc., dated May 12, 2000. Dear Mr. Fowler: December 15, 2000 Project No. T- 1515 -2 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 33 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements: Structural fill placement and compaction Foundation subgrades Garage floor subgrades Pavement/driveway subgrades Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 33 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 re 2 U CO De U!) W { W0 g J ; u_ ::0:0 �H z Z 1-3 O ,O N O W H LLIU 1 0 , Z . Mr. Bill Fowler December 15, 2000 This work was performed and this letter prepared specifically for the use of Dujardin Development Company and their authorized representatives. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC,: , Bernard P. Knoll II, E.I;T, Staff Engineer '; ' _, ; ' 2 s l �1 .. • 4 pl. R � I {.` '` .rte✓ Anil Butail, Principal 'r ?l01 BK/AB:ae _.. .. Footing Excavation Examination Report Mr. John Kappler, Kappler Architects Project No. T- 1515 -2 Page No. 2 Bernie Knoll Terra Associates, Inc. 12525 Willows Road Suite 101 Kirkland, WA 98034 RE: Fosterview, Lot 33 Dear Bernie: Please call us if you have any questions. Enclosure ' Il11'I1 !1i111 1, II'1;� 1', ., �, . , December 5, 2000 Per our phone conversation the City of Tukwila is requesting information to substantiate that the Pin Pile driven in the garage area. This pile supports a column, which supports the mid span of a beam, then the upper floor, In review of our documentation, the load on the column is 6,600 pounds. The Refusal Factor of the Pin Pile is 4 to 6 kps with a 2 times safety factor. The Pin Pile is adequate from a gravity- loading standpoint to support the column, as it is in the mid -span of a continuous beam. We are requesting that you formally review this documentation and concur. As the Geotechnical Engineer Of Record please let us know if this meets with your approval. RECEIVED ON by TUKWILA DEC w 6 2000 PERMIT CENTER . C O I S '-( 1431i SE z tit$ Stmt. WA 98007 1.800,8884517 • (4 fax: (4 C0010 Terra Associates Fosterviow.doc wnw.k'apyfer(toneap(ans,cone , :E�p -1-X^03 e :: 10F FP'Y1: McDowell NW PI le King, Inc. REFUSAL CRITERIA* FOR PIPE PILE HYDRAULIC HAMMERS • Gstlned as Ian than 1" of penetration in "X" seconds HAMMER WEIGHT CQNDS PER INCH h� 2' PIPE 3" PIPE �. 4" PIPE 6" PIPE (pneJmat�C) JOCk Hammer 90 Ihs• 6A�) 3 •4 Hydraulic TB 125 4 cog_m. 1 - 20.23 Hydraulic TB 5 65_2 _ 8.10 Hydraulic TES 325 850 lbs. 6 -+3 Hydraulic T8425 1100Ibs. Hydraulic TB 525 1500 lbs. T8 325 850 lbs. 850 Blows per minute 1'0.1200 600.1200 660.1100 550.1100 500 -900 011 Flow Required gprn 4.7 -5.5 1400-2150 1400-2300 1,57' Model Number T8100 T8 las TB 225 Hammer Weight (Actual) Ft. Lb. Class B.P.M at 75% Opera Th r• . I. 1500 lot PIPE SIZE 0 WALL I 14-16 70.12 6 -8 6-8 SPECIFICATION CHART TO% 18-20 14 -16 10 -12 8.10 14.29 161.2400 3.75" 18.20 HAMMER SIZE 'TYPICAL PILE CAPACITY _—._ ASSUMES 2X SAFETY FACTOR - 4 2" 2.375" 218" soh 80 4001b. oR 'roc 4 31ick.- 4 -6 kps •r• 3„ 51 po-m MI G 216" ech 40 650 lb. 10.14 kps 4 " 4.5" .237' soh 40 850 lb. 16 -20 kps 6" 6.625" .280' 40 1500 lb. 20-30 kps R E T X / P AYG * 4 L $ • MN f V J /RI • MAMMY fdQTNAAKMCRs • CdOCWog 9Nf 1Pa SHIP TO: 18905 114111 MAIM). 5. • Kent, WA 9832 • (425) 251.1535 • Fax (425) 251.E9A0 HEWIT T0: 18600 521h ►lees 5. • Kant, WA 98692 • (4251251.8670 • Pox 142512514628 RECEIVED CITY OP TUKWILA DEC - 6 2000 PERMIT CENTER 70- nd G S 2 -1 �Y ++nranwxtnm.m +v m.nsr..nm�ta•«r..., 4, 82{1 =7^ ■■ 1 , IN ! • + ' ' • ' 1 . 1 ' ; . ,.__.�.. 1 �........ -�, •••••.• ... 1 1 I _l_. , MMI 1 ! t • _■■, RHO • ■ MINIM 1•1111•1111• ■■ — _.._ 1 I I ! 1 ' U ill ■ ■■ TA 1 I ' 1 — 1 ' 1 . .. - , I 1j ; L .r- 1 �- ■ • : ' --,— , ■ !' _ ■.. } 1 1 I. GEC - : 1 -woo 01:03F FROM: AIWA% T1�. +856415313 McDowell NW Pile King, Inc P>roa Customer Name,_,,�i7"A R C „• Page 1 Project/Job Name 6rrrtrtc.L Al SUPPORT Job Address. �s M 4yt sAtsr'rt ; Ira Kim 4t Date Completed il" l•• 0p North: 01 R . � ' 011 ----#21 031 #41 t2 _ #12 _ #22#32 #42 #3 #13#23 #33, #43 #4 #14 #24 #34 #44 #5 #15 #25. #35 #45 #6 #16 #26 #36 #46 #7 #17 #27 #37 #47 48 Nit #28 #38 048 :__ -- *9 #19 #29 #39 049 #10 #20 #30 #40 030 Pile SizeiGrade: SCr�F�uce Ito All pile driven to refusal* *3 cycles of less than 1" in„ Seconds using a 46 _ ir f)L.B hammer ertati .twN4z AIErAave taus • PIN MP Et MU • 610701 A 4r Eaim+ANCROSS • c•1ac Mvrt Wirritt 5141* ro: 1$005 34tn Aveiro S. • Kent. WA Beau • (425) 251.5533 • Fax (425) 2514940 I r TO: 141800 SW Place S. • p .nt, WA 98032 • (423) 251•$370 • FAA (425) 251 MU RECEIVED CI1Y OF TUKWILA DEC - 6 2000 PERMIT CENTER SNWklity0111.4 YID?I! 'Rl MOVPIIRWA∎4 1171ven,mer wrrri!an navorxwKew , nwuomrpov frAw wrwwmc•ttorlowyowt!tit vt*as ivegf- PWAI a4rtll +:!%6 M1091411t+ Jul' 31 00 05:0Sp Penhalllegon Associates Consulting Engineers, Inc. Engineering Planning Surveying Mr. Dave Larson City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Subject: Staking of Home Foundations at Fosterview Estates Dear Dave, On Friday July 21, 2000 our field crew was on site at the Fosterview Estates and staked the home foundations per plan on lots 32, 33, and 34. Locations are based on Kappler Architect Pan Sheet P2 -9 dated June 3, 2000 as established from the existing plat monurnentation, please feel free to call if you have any questions. P P0919961)6.l0ldocsk073I OaveLuson.wpd Federal Way Pe,^;~-+,allegon Associates • 42-r' Regards, July 31, 2000 PENHALLEGON ASSOCIATES CONSULTING ENGINEERS, INC. Ben L. Ehrich Project Surveyor J2 00o 23 -/ 5 9 /J Zoect-7 r- /S5 CIT RECEIVED F 1L4 AUG - 2 2000 PERMIr CENTER � Cle Elum p•2 Kirkland 750 Sixth Street South • Kirkland, WA 98033 m.nw •••. ww.,s.F'Mx'441 ^F. ?:��'MY6t+?1+T4 Yh.11L�`.e'.'F`.."/ 'lt �NRH .'.ay�.. r1:1+41!( .,�. f:.;u'.i�S� June 26, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -155 Fosterview Estates — Lot 34 13722 — 42nd Avenue S 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 at this time. 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 -155 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 w w 0 co = 3 j. w , Z Or z .10 �o D 1- to LL — O t ..Z 0 1- Z : ACTIVITY NUMBER: D2000 -154 DATE: 7 -6 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 33 SITE ADDRESS: 1371842 " AVE S Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division P � W �tLIJ[i DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Not Applicable Comments: TUES /THURS ROUT! Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Approved Approved with Conditions ' J Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Fire Prevention Structural Planning Division Permit Coordinator No further Review Required DUE DATE: 8 -8 -00 DUE DATE: 7-11-2000 DATE: V c.00 our =: w 0 g u_ a N 3 ° I- w Z �; HO ` Z 2 o o , - i W w 0 LL ' O u Z = ` 0 H Z ACTIVITY NUMBER: D2000 -154 DATE: 5 -25 -2000 PROJECT NAME: FOSTERVIEW ESTATES - LOT 33 SITE ADDRESS: 13718 42 AV S XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Buil ing iv Fire Prevention ,t ° AVG G -ate P blic Wo 6 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete n Comments: TUES /THURS ROUT NG: Please Route Structural Review Required I No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions n Not Approved (attach comments) REVIEWER'S INI IALS: ��� DAT� A i�4LJI Ii1'�:' L/ 1. /, a /% Planning Division 4 5-3 Permit Coordinator DUE DATE: 5 -30 -2000 Not Applicable DUE DATE 6 -27 -2000 CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: PERMIT NO.: <2 5 ►I INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre- construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation /Indoor AQC ❑ 00070 NLEA inspection /Modular Struct ❑ 00071 Mobile Home Tie Down lnsp ❑ . 00072 Marriage Lines 00090 Restcel 00095 Footing Drains 00100 Foundation Footings 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ .00300 Concrete Slab /Slab Insulation 00350 Crawl Space _ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing 00525 Plywood Deck Nailing 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney 00610 Chimney Installation /All Types 00700 Framing 00750 Roof /Ceiling Insulation 00800 Floor Insulation 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation 00803 Glazing Inspection O 00815 Lighting and Controls ❑ , 00900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01080 Woodstove ❑ 01090 Smoke Detector Shut Off ❑ 01100 Rough -in Mechanical ❑ 01101 Mechanical Equipment/Controls ❑ 01102 Mechanical Pip /Duct Insul ❑ 01105 Underground Mech Rough -in ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo • ❑ 01140 Pre - reroof 01700 Final - Building 01800 Final - Mechanical O 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special- Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: \[ CONDITIONS 0001 ❑ 0010 ❑ 0011 ❑ 0012 ❑ 0013 ❑ 0014 ❑ 0015 0016 ❑ 0017 ❑ 0018 0019 ❑ "No work shall be done in...:' 0002 ❑ 0020 ❑ 0021 ❑ 0022 0023 ❑ 0024 0025 ❑ 0026 0027 ❑ 0028 0003 0030 ❑ 0032 ❑ 0036 ❑ "BTU maximum allow...." ❑ 0035 ❑ 0038 ❑ 0039 0004 ❑ 0040 ❑ 0041 0005 ❑ 0006 ❑ "Applicant shall obtain a...." ❑ "Anchoring — All new construct...." ❑ 0007 ❑ 0008 ❑ 0009 ❑ 0031 ❑ 0034 ❑ "Obtain required inspections...." ❑ "Fuel burning appliances...." ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof' Addition conditions as noted: o 7 I Fs-OG 612/tt) X33 DEPARTMENTS: Building Division Public Works TUES /THURS ROUTING: \PRROUTE.DOC 5/99 n ot PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -154 DATE: 7 -6 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 33 SITE ADDRESS: 13718 42n AVE S Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete Comments: Please Route Structural Review Required REVIEWER'S INITIALS: , /1-� CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Fire Prevention Structural APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: J 5 " n Planning Division Permit Coordinator DUE DATE: 7-11-2000 Not Applicable No further Review Required DATE: 7- 6 — 2 D° DUE DATE: 8 -8-00 Not Approved (attach comments) n DATE: � ! - ° DUE DATE Not Approved (attach comments) DATE: 'Date ' 0'00 Na `-� Project 1 r : p ` Project * 'P :ire Fax # .CC: ❑ .Urgent a For your review KAPPLER ARCHITECTS, P.S, 14311 SE 11rStreet Bellevue, WA 98007 Tel: (425) , 641 -5320 Fax: (425) 641 -5318 Number of pages indud' • cover sheet T To: Off/ ter f. Reply p►SAP 1003)VW PeAr 7 7 - 7.0o .aid tAVIK4v\ , wKd;ev s(s•Ao( Pj• (A);11 Oekiutdic AA: k ilAt tst- • From FACSIMILE Kappler Architects Phone (425) 641-5320 Fax* (425) 641 -5318 • Please comment ❑ Hard way to follow .tor ' i GU - pki z��,wala -s ovf • avauvct fimAcl4u4 atica f tkiq10"v: of $cuek4.4A u.alS' a6 1 i ndudW fill aveuvul if f00.1aakkAil 014 RI 41 (AkActki c 4 CONFIDENTIALITY NOTICE: The material cont ned In this FAX transmission is private and confidential anz,Sis intended only for use by Ihe individuals on this sheet. Use. disclosure. copying. distribution or reliagce upon the Infomiatic.o 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. (oCo • DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -154 DATE: 5 -25 -2000 PROJECT NAME: FOSTERVIEW ESTATES - LOT 33 SITE ADDRESS: 13718 42 AV S XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued. Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Imo) Incomplete n Comments: TUES /THURS ROUTING: Please Route Structural Review Required ri REVIEWER'S INITIALS: - t. DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions `... REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved WgKOUI txx 3114 Approved with Conditions REVIEWER'S INITIALS: y Planning Division Permit Coordinator DUE DATE: 5- 30-2000 Not Applicable ri No further Review Required n DUE DATE 6-27 -2000 Not Approved (att h com ents) n DATE: 67 'ZZ Ov DUE DATE Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Works ACTIVITY NUMBER: D2000 -154 DATE: 5 -25- 2000 PROJECT NAME: FOSTERVIEW ESTATES - LOT 33 SITE ADDRESS: 13718 42 AV S XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Planning Division Permit Coordinator n DUE DATE: 5 -30 -2000 Complete ❑ Incomplete n Not Applicable n Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Ap REVIEWER'S INITIALS: roved with Conditions ,\O DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: U Structural Review Required CORRECTION DETERMINATION: Approved n Approved with Conditions I 'UOUTI.U0C irw No further Review Required n DUE DATE 6-27 -2000 Not Approved (attach co ments) n DATE: t a. a Ix w J U0 : N 0 w i J I- (O w; w o 2 u- ¢ ' = d mo o ` z H; ui U0 o 0 , - '. w w U w U �.. 0 z ACTIVITY :NUMBER: D2000 -154 DATE: 5 -25 -2000 PROJECT NAME: FOSTERVIEW ESTATES — LOT 33 SITE ADDRESS: 13718 42 AV S XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete g Incomplete n Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 6-27 -2000 Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Approved 1 1 Approved with Conditions I 1 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: WRROUIIDOC srn n PLAN REVIEW /ROUTING SLIP n n Fire Prevention Structural Structural Review Required n n n wr: Planning Division Permit Coordinator .ar DUE DATE: 5-30 -2000 Not Applicable ❑ No further Review / Required DATE: .S/ 0P K z w 00 0 U) w� -' � co U. WO 2 Q LLa 0 d �w Z �1 O z Lu 0 O N 0 t- ut w u. O : 11 Z H =' O Z DEPARTMENTS: Building Division Public Works Complete I KK(JUII DOC SPMI n REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER:. D2000 -154 DATE: 5 -25 -2000 PROJECT NAME: FOSTERVIEW ESTATES - LOT 33 SITE ADDRESS: 13718 42 AV S XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued Structural DETERMINATIOf OF COMPLETENESS: (Tues., Thurs.) Incomplete n Comments: TUES /THURS ROUT G: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved n Approved with Conditions n Not Approved (attacL meen�ts REVIEWER'S INITIALS: DATE: � -$C �� Approved U Approved with Conditions n Not Approved (attach comments) Fire Prevention Planning Division n Permit Coordinator n DUE DATE: 5-30-2000 Not Applicable DUE DATE 6 -27 -2000 '54 DATE: 6 -is- Z w DUE DATE MAY Q Q ?000 PUBLIC WORKS Project Name: Location: File #: Action: Date: PUBLIC IN ORKS PROJECT REVIEW COMMENTS Foote Vie a 5i1 es Lots >16 3e, 3434 D/50: � o- ��2coo - /5', denied 6. Reviewed By: JO»A)M'? SPPNCt b 2000- /55 PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS OVERLAY PROGRAM RFA PW STANDARDS COMP PLAN MISC. STUDIES WD 125 PRE -APP CIP MAINTENANCE NEEDS VAL -VUE PROBLEM AREAS 1) Private dri ✓eways oh proper es oar die .doo.0thi /I side op 42,n rood or sfheet 6hoad ha,aG d 6-erica ye. 'lolled d ra2in 1451 died acro55 zhG en re tacitit. Z 9rvuid e e r/it W �iL , z,e 1- ies : ec, s 0 cd 604,g1 Cu y,(15 o p el it ,Or e,a(4 3) Based on exis1in9 proroseq Gohtoars i - 6 appears Z►crt rr�s o e ci sfi ri 5Jorrn drvn ae e41 .4a;416 s17a,2C be rdze s-ei - 8x4.1e. cad:, ,k42/ Orr& ape . / ea, 14)11A:cli. allow „kr -r';he rna.ximcun .,cam. the Ak.;s/ Jns:.Jc {-in) -6, ehe pipe i f, vest b.e 5 FT, For depiii, pyokk. /'l,,,L. % v. page- /1, vest x c/ pipe 5FT 3i lN 7 YP 2 s%c& be- .used - detQ,zL D5- 22 6t,162cd;ecf . ease car � vr e L '% y , s (, & ,sia,,t5) di sc� C CI 6/2 02009 eth 1,J1 ssec/ �, .wr �o chi 4 0 " 0,! FEstervie, es es pat irrhick des et, n bons de/ c neic/- 1416. z w U N W w ` w0 u_ Q I-w 1- 0 z 1-; n U 0 0 o 1u w `. H 0 o ; w -1i o ' z. 41 (OA Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: '7 - -00 e 0 Response to Incomplete Letter # Response to Correction Letter # 0 Revision # after Permit is Issued Project Name: FO31J/ Q, � � ✓ Project Address: 31 Ave 1 - i �" _ + Contact Person: Phone Number. 4X 4(' 5320 Summary of Revision: C M VIAVOT 3 e F U r, t f--,e- City of Tukwila er(s): «.... highlight all areas of revision including date of revision eceived at the City of Tukwila Permit Center by: E \ 1 yVl)n •ntered in Sierra on 7 - l0 — .G00 Department of Community Development Steve Lancaster, Director Plan Check/Permit Number: t72CCO John W. Rants, Mayor RECEIVED LA I T ur i unvv=ul JUL - 6 ZUUO PERMIT CENTER 06/29/99 Tukwila, Washington 98188 • (206) 431-3670 • Far (206) 4313665 iYMtMMSW%MF Ciiy of Tukwila Fire Department Thomas R Keefe, Fire Chief Fire Department Review Control #D2000 -154 (510) June 2, 2000 Re: Fosterview Estates lot 33 - 13718 42nd Avenue South 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 oO • 0 '. u) w: co LLi w 0 g:3 ' LL. Q `: N d ` O Z H! Lu 0 , 0 U. O u i z . 0 H; z 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. Z F- h-O` (NFPA 70) D An aisle to and working space shall be provided for v y > each electrical panel. An aisle width not less than o - 24 inches shall provide access to the panel and 30 w inches of working space shall be provided directl in = v': front of the panel. (NEC 110-16(a), NEC 110-16(c)) LL O Each circuit breaker shall be legibly marked to .z' N i it's purpose. (NEC 110 -22) v 0` Any overlooked hazardous condition and /or violation of the z _,` adopted Fire or Building Codes does not imply approval of such condition or violation. City of Tukwila Fire Department Thomas R Keefe, Fire Chief Page number 2 Yours truly, 5L 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 re C) O CO G CO CO 11) 11-' W O J u. < . co d I- w CITY OF IJKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 %Doom- (54 H-lla Certificate of Water Availability PROJECT #: Ft ie r Vfeup eiMaicRequired only if outside City of Tukwila water utility distr/ct) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing t o 'o and size of main)• / 3 7 J 3 ;-) ve,1 LL27 Lt'`•' �.k.� r7,.5fmN �"� i�/S�QtIM,c�li�i'r� ^�P.4��t. •r: 9 ,. X� t Y'� Name: OL I,Y �'1 012)(Q to Address: Name: Ka 1' () ler- t CL4'U *€ t Address: Phone: gas - 334. l� Phone: 5 — (0LI 1 -539© This certificate is for the purposes of: Residential Building Permit ❑ Commercial /Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): 5 /5 3)4 " Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): Vl r alo Uo ur D I Skri cir las Owner /Agent Signature: Date: PART B: (To be completed by water utility district) The proposed project is located within Tt.UL,Lut �Q. 1(,i ��- (City/County) The improvements required to upgrade the water system to bring it i compliance with the utilities' cormj i ive plan or to meet the minimum flow requirements of the project before connection: crry OF TUKWILA (Use separate sheet if more room is needed) !. .) Lt;Ut; DFRkArr r•'F!■1TFR Based upon the improvements listed above, water can be provided and will be available at the site with a flow of _W gpm at 20 psi residual for a duration of 2 hours at a velocity of la- fps as documented by the attached calculations. 1 hereby certify that the above information is true and correct. iL&co as XX,1 aLa C IS41" Agency /Phone By 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) Agency /Phone By Date z w JU 0 0 0 W = CO U- w0 u_ w z � t-- 0 w I- U O - 0 1- w u- z ui = 0 ~ z 'WORKINO TOWARD A GETTER ENVIRONMENT lJ SEWER DISTRICT 14816 Military Road South P.O. Box 69550 Tukwlla, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY V Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: IN Building Permit ❑ Short Subdivision ❑ Preliminary Plat or PUD ❑ Other ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi- Family ❑ Commercial Phone: Applicants Name: I here from By b. Easements: ❑ Required ❑ May be Required c. Other: A SA' / Title ❑ Other H11 Property Address or Approximate Locatio 7 d.n cl 4 i Legal Description(Attach Map and Legal Description if necessary): n-� FOS krIrl e(4) ES &c s t!of 03 Taix � D �(� woo - Part B: (To Be Completed by Sewer Agency) 1. tl a. Sewer Service will be provided by side sewer connection only to an existing to ' size sewer 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 CITY RECEIVED ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2 5 2iilij PERMIT CENTER 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: $ 0 1 5 6(7--- 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.) Dwoo- rtify that the abo ve ewer agency information is true. This certification shall be valid for one year ate of signat . 5 a 7 v ate z ce 0 0. N 0 cn z : w0 2 J LL Hw z � i Z $ 1 2 - ; W U O: O N O t` W W .. iilz t REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL. I F625. 052-000 18/971 n.. ....rt. 1n n1V1111nrn nV 1 11111 0+1:1 Detach And Display Certificate 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 i_ DETACH 10 DISPLAY CEP' ■CATE___t PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD Please Remove And Sign Identification Card Before Placing In Billfold F625-052-000 (3 92) • i 152 ��,�alutemtt7c5M8n71t 00 N N Ul LL W0 u_ tct D. J, _ v Z z O f" O N; WW I. Z ; U 0 OWNER / DEVELOPER OSTERVIEW, TUKWIL DEVELOPER - DUJARDIN 9623 - 32ND ST. S.E. EVERETT WA 98026 425 - 743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425 - 771 -6212 FAX 425 -775 -0236 CONTACT - ERIC TIETZE ARCHITECT - KAPPLER ARCHITECTS 14311 SE 16th St. BELLEVUE WA, 98007 425 -641 -5320 FAX: 425 - 641 -5318 CONTACT - JOHN KAPPLER SURVEY - B.L McDUFFY 3605 COLBEY AVE. EVERETT WA 98021 425 - 258 -4438 CONTACT - BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 425 -803 -2581 FAX 425 -803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E. KIRKLAND WA 98034 425 - 823 -9400 CONTACT - JORGE ANGULO SE IN PLAT ARCHITECTURAL PLANS Sht 4 of 4 PLO PI.1 P13 P1.6 P2.9 P65 P8.0 I s � V% V C -8 FOSTERVIEW ESTATES DRAINAGE PLAN C42 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C43 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 DL STANDARD DETAILS D2. STANDARD DETAILS SI. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE cristi RDIN DEVELOPMENT COMPA APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE A - HOME DEVELOPMENT PLAN MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPARISION FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCHITECTURAL SITE PLAN LOTS 31 - 34 SITE SPECIFIC SECTIONS - LOTS 18 - 20, 31 - 34 SIT SPECIFIC FOUNDATION DETAILS FOR LOT 33 ADDRESS: 13718 42nd AVE SOUTH TAX PARCEL I.D. #: 261200 -0330 ARCHITECTURAL HOME PLANS (FROM BASE PLAN # B2000.063) PERMIT SUBMITTAL DOCUMENTS, LOT 33 By Date Pe et V, ad or ord,r. for the adequacy of the d _ the designer. Additions, delct, :.: c these drawings after this date will void this acceptance and will require a resubrnittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by � - ' , Ins7Actor. ACCESS L/3 $771z2 Dl2A /NAC0 CORRECTION LTRCA --- RECEIVED CITY OFTUKWILA JUL - 6 20011 PERMIT CENTER D 2000-15y w U) 0) TITLE 00 u) CV d' o w O cv cn CO m � CV m � 0 O 0, 0) JOB NO. 00152 8 ° SHEET COVER SHEET AREA LOT # PHASE LOT 21 5 LOT 22 B LOT 23 WT 24 6 LOT 25 C LOT 26 LOT 27 2 LOT 28 B 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 D AREA LOT # PHASE LOT 1 1 LOT2 A LOT 3 LOT 4 LOT 5 LOT 6 LOT '7 2 LOT 3 B LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 3 LOT 15 A LOT 16 LOT 17 LOT 18 4 LOT 19 C LOT 20 COND.rJONS 1. CONSTRUCTION OF 1NDTWDUAL HOMES, INCLUDING THEIR FOOTINGS FOUNDATIONS, ETC. MUST BE ACCOMPLISHED IN ACCORDANCE WITH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS EACH AREA IS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE. ROUSE DEVELOPMENT 'PLAN AELVEHAESAfir .' PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 -0018 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CRY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDATIONS ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLt FAMILY HOME PERMITS; ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5. THESE RECOMIMENDA10NS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMMENDATIONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS FOUNDATIONS AND SLABS. B. CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS, FOOTINGS, AND FLOOR' SLABS. ADDITIONALLY. THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS .35 THROUGH 40, THE SLOPE FOR THE "UPPER PORTION" (SOUTH END) OF EACH LOT WILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINATION OF 2.5:1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF THE LOTS WILL HAVE THEIR SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT 6. THE APPLICANT 15 TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS GROUPED IN PHASES, THAT THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. 7. DURING CONSTRUCTION. THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF 114E HOUSE - DEVELOPMENT PLAN. FIELD REPORTS ARE 70 BE SUBMITTED TO THE CITY AND TO INCLUDE A. itMPORAMEASURES RY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION B. IMPLEMENTATIONS OF FOOTINGS, FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEME N I ACCORDING' TO THE GEOTECHNICAL RECOMMENDATIONS. G BACK FILL AND PREPARATION OF IMPLEMMENTAIION TO A, ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS 8_ THE GEOIEC7HNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY, LOT BASIS THAT THE' WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS 9. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERVIEW ESTATES, AS APPROVED BY THE 'CITY ,OF IUKW I.A, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS: AGENTS AND EMPLOYEES FROM ALL CLAIMS ACTIONS; CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM 714E PRESENCE OF STEEP SLOPES WITHIN THE PLAT; PROVIDED. THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS ACTIONS, CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING` FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA. ITS OFFICERS, AGENTS AND EMPLOYEES. CITY OF SEATTLE ' UTILITY EASMENT P.M. #230415 -1 -011 THIS EASEMENT GRANTS TO PIE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS, THE RIGHT, PRIWLEGE AND AUTHORITY TO INSTALL, .CONSTRUCT, ERECT, ALTER, IMPROVE' REPAIR, ENERGIZE OPERATE AND, MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACTURES TRANSFORMERS OUC7S VAULTS :MANHGEES, CABINETS, CONTAINERS, CONDUITS, WIRES AND OTHER NECESSARY, OR CONVEIWENT APPURTENANCES` 70 MAKE SAID UNDERGROUND AN INTEGRATED aECTRC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS 'OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, TO WT; THOSE AREAS HEREIN WITHIN THE PLAT OF FOSTERNEW ESTATES DESIGNATED AS "UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS`. TOGETHER WITH THE RIGHT AT ALL ,TIMES TO THE GRANTEE, ,ITS SUCCESSORS AND ASSIGNS, OF. INGRESS AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING 'THE DESCRIBED', EASEMENT AREA FOR THE PURPOSE OF INSTALUNG . CONSTRUCTING, RECONSTRUCTING, REPAIRING RENEWING ALTERING, ,CHANGING, PATROLLING,.'ENERG/ZING AND OPERATING SAID "ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME 70 REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS. ALSO THE RIGHT 127 THE GRANTEE ITS SVCCtssORS AND ASSIGNS AT ALL TIMES TO CUT AND TRIM BRUSH, = TREES OR OTHER' PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE; INTERFERE WITH THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO 5.410' ELECTRIC SYSTEM. IT IS PURIFIER COVENANTED AND AGREED THAT NO STRUCTURE OR FRRE HAZARDS WILL BE ERECTED OR PERMITTED' WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WIU BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL 84 ANY MANNER DISTURB THE FACIUTIES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF, AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES. THE CITY'' OF SEATTLE IS TO BE RESPONSIBLE,, AS PROVIDED BY LAW FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE' AND OPERATION OF SAID ELECTRIC SYSTEM' ACROSS OVER,' UPON AND UNDER. THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LANG THERETO. THE' RIGHTS, 1179,E 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 SAID LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON. SAID ELECTRIC SYSTEM AT WHICH TIME ALL SUCH:RIGHT& TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. 691 N0039'04E as - N893�4 54"W a4 N73 41'17' W EL5 N73 41'; , 7'W as N.9 ,%34E EL7 N81 1R54 172 N09•732$ EL9 N5790`045. 27.23' aro 98323 .! 29.05' 69.11 - N1325'57E - . 22.55' EL12'. :N8936'14'W ....46.42' ELL, N1f0936 ':'' '.. a14 � 988190 W •. 47. 06' . 0L15 N8876b9'W ' - 8 EL16 N16'S3'05E ' 32 a17 N2,20'4E5.. : ELTB 982'40'231. 14886' ELI N72'41'4rEl. 2892' EL20 :, N5277'479Y 3209' 821 N52V2'47"W ; 28.92' E122 N89'20!361V 26.97' 61.23 N8920'S69Y .. 8224 ` N8920'56'IY . . EL25 N6 0'41'aE ' 52.67' 816 ..:.906.00.'06 - 961' X 14$ 4 9,'.. - 0.29 96632.391E 22 42' £1.30%' N193834 . 38.71' . EL3 1.... : N3235'12 .. 3544' ...... F1 s2 N8572'S 49.06' EL .. N513r35E 1882' a 34 N08 22.04' a35 .N41 16'35'W .....2268' EL36 . ND232'46'W 2 6 N13111 33.40' EL37 " N6453'41'W 60 .03'' EL38 NO232'48 19.88' 69.39 N3806'34E 23.66' 8640 - ' NE45341 W 41.66' 8141 - - N'9V5.4E .16.16 a42 N74'29415. - 26.99 6943 - NO3963YW 31.75 EL44 N3419�32E" 25.95' a45:.. N08'19'49E 1.518 £46 N2835 416 1493 EL47 - NO2'4434'E 97.06' EL48 - N35Y521• 29.05' 69,49 92294240E 16.28' B5'0 N87+18 'w 2074' 1651^ N67'48281W 10.83' 0.52 9874628?W 2.57' E1.53 N0137 50.00' E1.54 N355r9Tw 74.34' a 5 553 80.93" OPEN SPACE .EASEMENT LINE TABLE UWE - 1 DIRECTION .!.:. INSTANCE EL1 N8959'54'W 40.25' 1813' 58.28' 10270' 262' 456' 51.21 7244' OPEN 'SPACE FASSMINT CURVE raw R AINS L DELTA z 852 EFT 33.27 36.25' .6225'16' E04 . 20.00' .49.81' 142'4151' CITYOFTUKW!tA FOSTERVJEWP ESTATES 9UL - 6 7nn9 A REPLAT OF PERMITC5Nn=n 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 71.IKWILA, KING COUNTY, WASHINGTON MCDUFFY &R: I, IV) LAND USE CON SUL T ANTS ENGINEERS a SURVEYORS a PLANNERS • MANAGEMENT 3605 COLBY /WOVE : EIERETT, 6920NG18199101 (425) 258 -4438 P95. (425) 258 -1616 DATE 2/7/00 ONC eY JD6 110 96089 SIT PL • USES IN P '..." 1568A 2 • 1568B PLAN 1843A 7 1843B 6 2060 5 2108 5 (.2) 2246 5 2119 6 LOT # PHASE PLAN MOD'F.D PORCH AREA LOT # 7 PHASE PLAN MOIYRD PORCH AREA - LOT 1 -- - 1843B . LOT 21 2119 i- 1843A i 2060 LOT 2 LOT 22 B AL 1 LOT 3 2119 LOT 23 1568A LOT 4 2246 LOT 24 1568B LOT 5 2108 X LOT 25 __1 C 1843A 6 LOT 6 • 2246 LOT 26 1843B LOT 7 2246 LOT 27 1843A LOT 8 2108 x LOT 28 1843B B 2 LOT 9 2108 LOT 29 1843B D 7 LOT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 LOT 13 2108 _1 LOT 33 H A 2060 LOT 14 2108 LOT 34 2119 LOT 15 A mat 0) 3 LOT 35 1843B LOT 16 MO 2108 D'F.D (2) OT 36 L 1843A f - I LOT 17 2246 LOT 37 1843B c 9 LOT 18 2060 LOT 38 1843A , LOT 19 C 2119 4 LOT 39 1843B i-- ; LOT 20 1 2060 LOT 40 D 1843A 10 4nititc PI.AINT mATRTX tcL SCHEDUL1 UAL HOW_ ETC. MUSTER THE APPRO PLAN 0 DEVELOP ' \ • UCTTON , L BE Dr.v. t ED , MPAENDA GEOTECHND, C LTY OF TO 1E SINGL F IL BASE, ORO : DATION& B I N OF ROOS :1. 1 ' ' 'JI PORTION' MIRING 2.5i ANOTHER • CONCREISOR Kit MEOW PROBL/MS It SINCEE ILNICAL N DESIG DA NI IS To 0 PTAK LA AND av AILRA8 An ' I I I : • ' 't • ri PHASE A PHASE B A CI 11 rnitzr, rri PHASE C • , • PHASE D L, (SEE SHEET C-1 FOR STREET ADDRESS OF EACH LOTS) D2 CONDITION L CONSTRUCTION OF FOOTINGS, FOUNDATIO IN ACCORDANCE DEVELOPMENT PLAN. THE HOUSE DEVELOP AREAS EACH AREA LS TO CORRESPONDING CON 3. THE CONSTRUCTION AREAS S PER THE GEOTECHNICAL OF TERRA ASSOCIATES OR AN ENGINEERING FIRM AS APPROVED BY 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMITTAL FOR EACH OF RESIDENCE PERMITS ON A LOT BY IN CONSTRUCTION PHASES. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR k TEMPORARY EXCAVATION RECOMM AREA TO ALLOW FOR THE INSTALLAT FOOTINGS, FOUNDATIONS AND FLOOR S B. CONSTRUCTION AREA AND PHASE 611110A FOR SOIL STABILITY AND EROSION CONI'RO DURING HOME cotaruitenox. • GEOTIMICAL IBQUIPAMENISIIMIDED TO WAR TABOR OF ADMCEITIONETIVELOINEff II 0 D. CONSTRUCTION DESIGN MAMBO= ON A LOT E FOR LOIS 21 THROUGH X TEE UNSIMAELE SHALL BE OVER EXCAVATED DURING CO FOUNDATIOBW FOOTINGS, AND FLOOR SUE& DIRE CIL BE WEED EXCAVATION AND REMOVAL OP SOIL DURING DRIVEWAY CONERUCTION • FOR LOTS E THROUGH Et 11113 SLOPE ON THE (SOUTII ENDHIF EACH LOT WILL EE FLA LOT DEMIDIPMEIT Of ACHIEVE AIL ACCEPTABLE-OPTION ISTO PROVIDEA MECHANICALLY MEWED RETAINING MALL THE (NORTE END) OF THE LOTS WILL HAVE TEEll S 001t1) DURING LOT DEVELOPMENT. 6. THE APPLICANT LS TO INCLUDE, AS PART OF FAMILY RESIDENCE PRUITT THESE 0 . REODNIMELMATIONS AS WELL AS A LOITER FROM THE • Ji ..111 THAT 01411,__ __'" FOOTING AND FOU DIGINEgr GREETS ON LOT BT LOT at ADMRES Han, nP1811 asunatace 7. DURING CONSTRUCTION, THE OROTECHNICAL ENGJN THE IMPLEMENTATION OF THE HOUSE DEVELOP REPORTS AItE TO BE SUBMITTED TO THE CITT OF A. TEMPORARY EXCAVATION OF CONSTRUCT' MITIGATION MEASURE& B. VERIFICATION OF FOOTING, FOUNDATIO N I WILL AND FLOOR SLAB INSTALLATION IBM ) Ay PLACEMDTG ACCORDING TO CEOTICHNICAL C VIBUFICATION OF RACE ILL AND ?MASAN NST1 18 N ADJACENT HOME ..I'VELOPMENT CONSUL ON AREAS ACCORDING TO GECIECHNICAL RI)COMMENDA I NS. 8. THE GEITICHNICAL ENGINEER IS TO PROVIDE TIFICATION ON A WT BY LOT IMES THAT THE WORE. HAS BEEN ACCOMPLISHED IN ACCORDANCE ETITI flIEIR 0110TECHNICAL RECOMMENDATION& TRACT ''A'' 7 4 4 7 7 - 7. OME DEVELOPMENTJAN PROPER, UNE - TYP (?ACT 8O)) TRACT KEY PLAN t I R/W 26 40 80 ;5. RECEIVED CITY OF TUKWILA JU L. - 6 2000 PERMIT CENTER 160 a LOT # PHASE PLAN MOD'RD PORCH AREA 1568B LOT # PHASE PLAN MOD'F.D PORCH AREA LOT 1 6 1843B X 5 LOT 21 5 (+2) 2119 2246 5 LOT 2 2119 1843A X LOT 22 B 2060 5 A 1 LOT 3 2119 LOT 23 1568A LOT 4 2246 LOT 24 1568B LOT 5 2108 X LOT 25 c 1843A 6 LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 1843A LOT 8 2108 X LOT 28 1843B B LOT 9 2108 LOT 29 1843B D 7 LOT 10 2246 LOT 30 1843A r LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 LOT 13 2108 LOT 33 A 2060 8 LOT 14 2108 LOT 34 2119 LOT 15 A mont (1) 3 LOT 35 1843B [ -- - O16 T 2108 MOD (2) LOT 36 1843A LOT 17 2246 LOT 37 c 1843B 9 LOT 18 2060 LOT 38 1843A LOT 19 C 1 2119 4 LOT 39 1843B LOT 20 1 2060 LOT 40 D 1843A 10 PLW USES IN PUN 1568A2 • 1568B 1843A 1843B 6 2060 5 2108 5 (+2) 2246 5 2119 6 NOTE: 1. FOR EROSION CONTROL • EXISTING SILT FENCE (AS SHOWN ON C-2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL 1 1' • PRCPERT Y rne4cr eor) TRACT A" PROPEW T Y LINE - 717 ONAcr ear) TRACT " B" SHEET HOME PLAN MATRIX & SCHEDULE (SEE SHEET C-1 FOR STREET ADDRESS OF EACH LOTS) KEY PLAN 20 40 OIL E : 1 RAV RECEIVED cny OF TUKWI1A JUL - 6 2000 PERMIT CENTER 80 160 = 40' ip■■■■=06, TITLE JOB NO. : 9801321 GRADING AND STREET PLAN PER CIVIL FINAL GRADING PLAN SHEET CO3.1 PROPERTY L /NE - TYP - (TRACT BOY) SOUTHGATE PARK EX UAL/ POLE EX UAL /TY POLE /5" NA AIE 111,7A 770N BUFFER L/771/7Y POL E:Y. ROGYERY 1 EX COYC WALL EX. CUY POLE / .. et, UY POLE 1; � tv NEW 5 ' CONC. WALK TELE MITE A50 A5ID NEW 5" ASPH WALK 9EE 5IFEET A5ID FOR 5ITE STEP INFORMATION R80EIVED OITY CF TUKWILA J U L - 6 2000 PERMIT CENTER TITLE JOB NO 980 SOUTHGATE PARK 1POEVR/AN AND PUBU UAL /iYEASFMENT , 4 1/ 46 1aw EX P UTTL/TY `�. • EX UTTL /TY POLE PEDESTRIAN AND P!/@ /C UTILITY EASEMENT 15' NAPVE IEOEIA770N BUFFER UDLITY POLE EX. ROLWERY EX. CO/VC WALL EX L:UYPGYf ORAWAG ESLT) DZ001 • I -. TE STEPS A5ID TELE NEW 5' CONC. WALK NEW 5' ASPN WALK TRACT "A" GRADE COMPARISION FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT SEE 514EET. A5ID FOR SITE STEP IIFOR'1AI RECEIVED CITY OFTUKWILA JUL - 6 2000 PERMIT CENTER TffLE JOB NO. - :980 SHEET, d48'28 tar >e>r> rC - C1rr r on S SIDE SETBACK N 87d48'28° S SIDE SETBACK S SIDE SETBACK - 1 iS SIDE SETBACK \ - S SIDE SETBACK C8 CLEANOUI' SLOW N 08d29'30' W 7.50' S, SANITARY SEWER - SEE C). II C -12. SANITARY SEWER SHALL BE 6' S1)R35 WITH A MIPUMlJF1 OF 2% POSITIVE - CtiRADIANT. CLEAN OUTS SHALL BE PER -0t1 ERASTRUCTURE STANDARDS. 6. WATER SUPPLY FROM,f 1 R TO HOUSE IS 3/4° TYPE K COOPPER WATER METER IS F TI HT 1 9. CONNECT WATER SUPPLY TO WATER ,METER SETTER_ SE L SHEET G -13 1. DRIVEUfAYS - A RIVEIWAYS SHALL BE 4' CONCRETE, EXPOSECSACrG ATE -QvER 2' OF 5/8' MINUS WASHED ROCK MAXIMUM WIDT T BE 20'=0;. MAXIMUM SLOPE ALLOWED IS 1 LOTS'2 .3 , 4 ! 5 , 6 T/ 8 , S , 31, 32 , 33 AND 34 TO HAVE RE6IDENTIA� -' CN DRAIN TIGHTLINDED TO STORM D I ; ALL OTHER D °IVES TO'AVE 2% 51DE SJLOPE GRAD r. 1 ��� S. CONST ' t a • SEQUENGs AND TEMPRARY,SION '' TROL DUPING F. NATION CON CTION SHALL BE PER SH• TS P14 , P1.1, f?I , PI3 AND P ` A S. EROSION CC1A20L AFTER $ACKFiLL OF FOUNDATI *v_ , .e / BEFORE IMPL`, NI ATION.OF'LANDSCAPING PER D APE REQUIREMENT LL BE STRAW PER KC. SU .( WATER DESIGN MANUAt t4PPENDIX D. C/ 10. CUT AND FILL OA\ ULATED FROM ET'Plb. These plans have been reviewe ♦ by fhe Public Works merit for conform . City st nc ids, Acceptance 1 c , :�1t ^ Acce tans/. I, s �., and on „ c7=, which do nct au c adopted standards or ordinances Tit- f for the adequacy of the design rest the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and willrequire a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Da te:���� By� RCCESS. (315 Cr OF Cur AND /B$CYOF 5777Rfi9 demio66F RECEIVED CITY OF TUKWILA JUL - 6 2000 PERMIT CENTER 0 5 10. 20 40 JOB - NO.: - 9801 DETAIL, ;PLA CC 4 SITE PLAN - NOTES 1. THE PLAN SHOWS F -OUNDA TON AND Ed1NDATION DETALS NOTED ON THE SIT PRESIDEKGE'OVER THOSE ON THE HOUSE 2. OVERALL SITE TOPOGRAPHY 15 51-1 H ALL FFOO,TINC8 DRAINS ARE PER DEpA 9/1=8.0 4. STORM DRAIN - SEE GIVJL_S14EE7 /C TIGHTLINE - FOR HOME 6HALL 8E- 4 PERORATE A 5 N PROVIDE 4`o POSITIVE GRADIANT: TIE TIGHTLINE AND'/ TING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION/. OVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTLINE ?C� 50�f- BRAIN" _ 1 i _ _ . I _- I . PROPERTY LINE PROPERTY LINE PROPERTY LINE n 6 PROPERTY Lin i I i i i . . _ PROPERTY LINE � PR4k14 tt!X 4 41114 14XNN 110,4 SNOLLDaS P6.5 EL TITLE JOB NO - -� SHEET Architects, Kappler Architects P 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 T e �'y T N L� L V J .L�� � i t 1 • DUJARDIN Date By AINIMININIIIMMIMINNOMP Description 0 5.12.00 m PERMIT SET W9.\ O6 � 00� CITY C�,IMMENTS •CLOUDED kEL!Slt:kED� - ly r ■�t;11EC1 - -'— C R KAPP s,A e I WASN:E6TON - FOSTERVIEW ESTATES T HIS DRAWING'IS ©,COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT _ 1 i _ _ . I _- I . PROPERTY LINE PROPERTY LINE PROPERTY LINE n 6 PROPERTY Lin i I i i i . . _ PROPERTY LINE � PR4k14 tt!X 4 41114 14XNN 110,4 SNOLLDaS /DOW c) `FOOTING DRAIN DETAIL 3 /4' =f-0r FOOT. • DOES NOT SLIDE N THIS CCND1110N, TOOTNG EPANE W OBICFTALLY IIi 11..,^ -4 TOP CF SLAB 2•6' NTS. UNDATION DETAIL 3/4=1-0 DOES NOT SLIDE N NT$ COIDITICN, FQQTNG SP NOREONTALLT. TOP OF RIB © FOUNDATION DETAIL 3 /4W-Cf 4.6' ' FOUNDATION DETAIL 1 ?js/4er -o• - ':TOP OF J BAR 11!7 CLEAR BRAY4. AR STN. CTUiAL FILL SEE 917E asAnNic FONOATWGN DETAIL FOR FOOTING COTSTRCTICN. FA6T0C - MIRAFI 300 OR EQUAL ES %P E EAN4ED T2' MATERIAL MN OVER FOOT'S DRAIN 4" RIGID PERFORATED PIPE (fiYiTivE GRJ`Ot6 T) 4% MIN. SLOPE. 52'+0' Aa 2 xDx3 V BO STEEL PLATE 46ASEE5 • 4,7 Or, (DN. 3 SWEET A. EXCEPT ' A5 FXRIO as • 4EARI A LL SCHEDULE 1' rix /2/ 4.4 BAR•To .4 EAR WEI(aNT E1ALL Ya' OC. FLU. (DN. 3 SWEET 4 -1/ VENT. J B/R•V es (DN. 3 BEET 4 -r V HON. BAR •Yroc (ON. 3 SWEET A-U DAMP pRoc66. (m T. AU TIBELUE •4 HON. BAR 3' -0' • 10• « (Div. 3 BEET A -1) (S) V BAR CCM. (0N. 3 HEET A -U SOUP SUBSTRATE DETAIL 9.PBA FOR DRAIN CONSTRICTION /Div. FsW#ET AA/ 5)8_•110 2705346' SD. STEEL RATE N. 3 it A-!) • 4'•0• OL. (D BEET A•I/ EXCEPT AS NOTED ON SEN:SALL SCWEDILE T MN. EMBED 12) V BAR • TOP V VERT. BAR• pf OC,RLL WEKd3 ' U4L (Dlv. 3 SW 4 EET •U V vERT. 4 EAR • 5' •c /Div. 3 SWEET A -il V HON. BAR • IN oc /DN. 3SIEET A -U 52••410' AB. FY 2•52 SO. STEEL PLATE UWSERSS !-4 -0' OC. TON 3 SWEET A• PT AS NOTED CST T Ht. 2'-3' - (: B' 1'.3' RT8 11 mrJ FOUNDATION DETAIL �Qssoo 1O ��' 3/4=f -Or . t SOfi MIST BEN ! sTri -L K WALL. ) V2 CLEAR DAMP FR'CFNG ( Div 1 551 4U mr TESOLITE •4 ROM BAR 3' -0• • 10' a ." (DN. 3 SKEET A -U NO V BAR CGNT (DN. 3 SWEET AA) SOLID' 5TRATE SEE DETAIL BRNO FOR FOOT1Ya DRAWL CCNSTRUCTI N CON 2 BEET A•I/ ° MB t ) FOUNDATION DETAIL o99co -11 _ ! ! 3 /44-0* TIGLITU)E (5)'4 BAR COM (Dry. 5 SWEET A. U 6/6"ssiO 413.11/ 7'4 STEEL PLATE ULA94ERE • A``0' 0C. 101v. 3 BEET 4 -)) p(CEPt AS NOTED ON SWEAFINtL SCHEDULE 1' MIL EMBED. 127 V BAR • TOP, hRt: 12' a,FLL1 MENTI (DN. 3 ET -0 RT. 3 SWEET A•U • DAM° PROOF. / DN.1 °4477 All v M WORE BAR • W0' r - OVERLAP (M111) (Div. 3 9E1E7 A -u SEE DETAIL 3/1•60 FOR TOOtB4G DRAW COIBTRIICTION (01v. 2 BEET Al) • SOLID SUBSTRATE ' 47 ; C.C. SLAB OVER 4' R...T. O)ER_VAF('R. BARRIOR 5/8 ••x10 ' AB. W/ 2 l' EA STEEL PLATE W4!) . 4'•0' OC. (DN. 3SWEEF A•I) EXCEPT 45 NOTED Oy,81ff4RWALL '.f.WED)L TTIN EMBED. 12) 4.• TOP , 4ER7. BAR • E oc. FILL FW*ISWED - aM OF HALL DN. 3 SEE') 4 -1/ VERT. J BAR GR60•e' oc (DN. 3 BEET A -U DA/'P PROON. ( DIV. 1 6YT Ai, V NOR;. BAR • m' « 1' -6' OVERLAP (MN) ION. 3 64EET A -U MGM. INE V NORT BAR 1'•0'• I.'« (0N. 3 61EET 4 -I) SEE DETAIL 9A/S.0 FOR FOOTING DRAIN CONSTRICTION 10IV. 2 SWEET 4.1) 4 EAR COM. (N, 3 SWEET A•U SOL SUBSTRATE AB OVER 4• ROCK R V4 B4RRI ' V L F.. DOES NOT SIDE M THIS CC'' 104, FOOT. SPANS 34 AB. ION 2 ' ' 5r3 WIEEL PLATE • 4' -0 4 4 (Div. 3 4 -U EXCEPT AS NOTED MENIAL SCFEptfoeri L EMBED. f2) V. R • TOP ' `-VER'7. BAR OV.O MN/ 5 VERT. J BAR GR60 • 6' « (DN. 3 SWEET A -l) - Z Da, PRDc ') ( Div 1 STY AU L V NORZ. BAR • D « "$. 1' -6 OVERLAP TM (Div. 3 SWEET 4 -1) v TY#TLIE 1I212. ERR S' -0' • D' a rDly. s EIEET a -u , EEE DETA1L,W1POO FOR m FOQTIG ORAIN CONSTRUCTION (DIV19 BEET (DN. 3 p 4 41/ SOLID S®81$ATE 4• CONC. SLAEpOtER .4 RSCr OVER vAFOR 113416600 343 STEEL RATE 04x2 4. 354E AS IYJms+ 3C!EDu -e YM FOUNDATION DETAIL o'asoo -DB 3 /4•=f -O (;a FOUNDATION DETAIL FOUNDATION DETAIL 3/4'=f -0• 4 4' FOOTING DOES NOT &ADE N 1)15 1 EXCEPT C4VDITKII FOOT. •..P,56 UCRIZONt4Ll.r. UTNE AB. IV 2')2 X3115' 8G2 STEEL PLATE 544ER> • 4'-0' CSC. (D5: 3 SHEET 4 -) EXCEPT A8 NOTED ON S)EARRALL SCUSI 4.E 1' TIN. E('EED. (2/ V BAR • TOP V 411512. BAR m 0C- I-6' CORER CNERLAP (DIV. 3 SWEET 4 -I) °4 vERT. J BAR I6' OC. ALTERNATE BENDS 1DIV. 3 SWEET A-I/ Mal/LINE DAYPPR005W4 (Div. 1 SWEET 4 -)) SEE DETAIL 9/P80 FOR FOOTIG DRAW CONSTRUCTION 101v. 2 SLEET A.) SOLE) SUBSTRATE (3)'4 B45 CONT. (DIV. 3 SWEET A -U ••)'540' AB. II 2 x2')3/5 SCA STEEL PLATE UMBERS • 4' 40 0C. 405, 3 SWEET 4.11 EXCEPT 40 )1TED CR 4EATINALL 5C4EDLLE T MIt f,MBED. (21V BAR •TOP V 140212. BAR'S' OC- 54.6' CORER OVERLAP (0N. 3 BEET A -1) V VERT. J BAR 4' 0C. ALTERNATE BENDS (DN. 3 SWEET 4•1) TIGHTLIE DM'PPROG5NG )0)V.1 BEET 4 -1/ SEE DETAIL VFW FOR FOO1WG D5414 CONSTRUCTION 4054 2 SWEET A•1) SOLID 5415TRA1E (3) V BAR CONT. (DIV. 3 51EET A - U T IGHTL IE V BAR CCM. T TOE ET A•I1 .4 vE51. J BAR • 8' Ad )DIV. 3 SHEET A•U (2) V BAR • TOP =00.01 08300 -02 V VENT. J BAR • I' oc (DIV. 3 SWEET A, 5/8'410 A8. LW 2'X2 STEEL RATE W4)441 1 %E/ OC. (Div. 3 SEES. AW4YEXCEPT AS NOTED ON L &CREOLE 1. ,44' (2' •4EFOR • 1 -111tH I! V vERI. BAR • 16' OC. FULL WEIC•71 ON ti LL miv. 3 SWEET A -U V NOR. BAR • 10• « MN. 3 BEET A -U DAfPPROCFI4 ( LTV 1 SE AU 101' cc J BAR FOUNDATION `.I 1 3/4744 V2• CLEAR �. IVI(�IH j V2' CLEAR FOUNDATION DETAIL 3/4sf -G• 52 AMU 27074346' 541 51EEL PLATE 545WER5 •4' -0" OC. (DIV.3 SHEET A-11 EXCEPT AS NOTED ON 5NE4RWLL 5414EFA4.E 1' MIL ET ✓ .. vER1. BAR • R' CC, FILL SEISM OF I)41.L (DN 3 BEET A -U (DIV.3 E4 a -11 DAI°P PRCLF5 ( Div 1 ENT AI) 1154411.541 ✓ RC. BAR 3'-0'• IV oc (Div. $ SWEET A -0 v3F - (V 4 BAR CON. 13) 1041 ( A5 T41EET A - SOLID SUBSTRATE SEE DETAIL 51_5e!TOR FOOTNG-.DR454 CONSTRUCTION (Div. 2 14EET 4.0 C11'YOF1 JKW1LA JUL PEOMUPCE EX air . - � . IED APE I 12 SD CB 4"R70G/O PTPE PERFORATED SEE' WALC WETA /LS P /PE /M EX8040510E 017CH COVERED w /6" OF 2" 10 •" CM/ARRY 5P4LL.S 0 ,14/YAIE SEN£P ESVT 10'ROVAIE ORAWACE EMT 20' PUBLIC 1/71l/Tr/ PEDESTRIAN EASEMENT to Rae LWMW[£ESI7 IS" FW/YA1E LWA/NALS AAP $711.R E 417 E /N70 CATCH BASIN SEE CO.IJ FZi4 R£TA/NWG wALL. ! CL R/ X, IHV HERE FOR SEE CLARI FDR un ', - .r w� � 4 "R /WALL D ED /PPE WALL DETAILS cs J6 - rr I „3 ROC:D PERlOR4'TD °-- OF EX A:,PNAL SI T, 'CE Or EX ASPHALT I L/NEI SPEC /F %CATIONS ALL NtW, SHALL BE rN CCWFO4NANCE ATP/ WS 8OT (APWA) STANOARD PLANS,. AND SPEC /F/C4774W5 FOR ROAD, IEVUOGZT AND MUN/CYPAL CONS2RUC77CN AND ,CY, OF TU.Y/YTLA S10RM1 ORA /NAAE STANDARDS CATCH SAWS .5.4a BE TYPE J UNLESS OTNERIN.SE NOlEO. '779E // CATCH BAS/NS' _HALL BE 54 -INCH, O/A ALL TYPE // CATCH B.A5/NS SHALL HARE LADDERS AND SAFETY STEPS ORA /NAL2 PIPE SHALL BE POL 7'E7/KENC SMOOTH WALL INIERLOR 0-72 BY ADS vR EC AL , UNLESS O?HERNISE. NOIEO PK PIPE SHALL BE AS111 0 -3024, SOR ..L; CMP .WALL 8E' ALUM /N014 . GAUGE. UNLESS OPIERINSE NOTED'.. CA rCN BASIN NLETS SHALL BE VANED GRATE'S' MJ11 7NRU -CUR9 FRAME FOR PERTL!'AL CURBS (SEE K/N'G COUNT, Dw0 NO 2- 1 0/7,. SHT C -18)' OR ROLLW Cu4.9 FRAM£ AND GRATE (SEE '(INC COUNTY DAV NO 2 -022 SNT C -16 AS APPROPR.A IE CURB FRAME AND GRATE (SEE KING COUNTY OHS NO 2 -020 SNT C -182, AS APPROPR /ATE EDGE EX ASPHALT ■ eABANDONED) I 1 4,5 - TONE WALL CB .119 REV019:12 CB 37 5” WALK/ 07711, EASEMENT I PEOES/R/AN /WO FOB"/C'..&FUTYEA.SFE. RE /E 21521 DS, E 27511 17111 1 70" FA/YA/ A4ARYACFESL/T 5" 'I/17L/D' EASEMENT EX ROCKERY EX RUY POE EX CONC WALL /E 17142 NOIE AS —BUILT /NFi / -7104' AND DRAINAGE AC (SS IL /DSI /N PA I LF!/£NT A R/41 ELE VAT1ONS A/AY CHANGE 'AFT,ER f1NAL 1 1. ASPHALT PA iV£MENT HAS' BEEN AP-PL/E - A NOI7• THE FOLLOWING CBS ARE ACCESS OR JUNCTION STRUCTURES, NOT INLETS, ANO HAVE SOL /0 COVERS' 5 18, 18A, 788, 244 29 294, 30, 40, 404, 42 4 WATER COURSE WATER COURSE CB 42 304 DP J1( // REMOVE 3M 154.90 752.8 0 (12 NE) 316 753.55 15180 (12 E) \ 37C(TYPE /) 156.00 1500(12%11),- /48.5 (12...82/Sn88) I 32 751 69 11454 474791(112 111 ) ) 1 145.6 4 1 (12iE) 1 33 ( 34 150 331 145 31 (12 8 ' 135 14 3.4 6 C8,551814 1 1 136 1 17653 17374 (12 EJ 1 11 ° I l i If 37 76658 (12N) 16631'(12'1), 1 16626 (12E) 37,4 17121 76870 (12 S) l 38 1591 15737 (12 1157.27. (12V 39 I 152.69 14939 (12 SW),1 149 (12 NW) 40 15267 /50 43 (OVERFZOW REV, 140 93 (8 NE OU7) 111 V \ \ 140, 82 (36 SE, SW) I - 1 404 15310 14860 (12 5E, 81NE) 14145 (316 SW), \ 14735 (36/V4) 1 1 \ 47 15172 148 68 (8 SW) \ i \ 142(TYP /7) 74549 13985 (12 E), 13977 (6"52, 138.115 (8s 12507 (15"49 \ T 43(TYP /1) 106.26 10316 (12"51Y2, 70300 (75'5E2, 1 110297 (15NW, \ I ZIL, \ 1 44 220 64 21785 (W) 1 1 45 16971 16612 (6"5W2 \ 4uH� I 46 13006 12817 (15'5E), 12808 (NW) 75 RE ,4550 /E M6 P 13 1)2s) WATER COURSE ' \ Z. r4I3 (/2 S , C8141 SP,DENTIAL DEYE 4) ; PFRVTFW T ST 11 T VAULT /3 1 .94 14922 144.61 74006 74262 744.07 789 CATCH BAS /N DATA (, a � . vt - mow» !19 N42 1411 EJ 1' Iv1ERT REY 6. 1 22238 27933 (8N) 2 21848 215.48 (8 7%5) 3 21200 21067 (8"522 27052 (8 4 20475 20010 (8 "5), 200.05 (8 5 18513 181.22 (8 S), 18173 (12 N'W), 78102 (12 6 16'069 186.09 (12 E) 7 .17477 17173 (12 "5W), 17165. (72(12W0 8 17443. 171.40 (81W). 9 17463 171.72 (958) 10 78896 18354 ( 111 8 0.1017579r1211%; 17 5 5 9 (1 2 s E) 12 179.30 ' 17547 (/21£). 17533 (12WW,S0) 73 78838. /81.42 (727W) .,.. 14 18320 176.84 (1.2'54:80 (1.2'54:80 15 17785 '17417 (/2.71 ), 17409 (12'50 16 176.81 77355 (12 We,. 77336 (12'90 77 174.55 17050 (85E) 18 77497 77004 ((OGER/ZOW ELEV), 77000 (8NW 767.89(85E), 16067(36NW,SAKSE),16067(8'OU 184 17545 76645 (8 - 5W), 16595 (12 16065 (35 /V13E,NE), /50 54(8:1V5 06/T) 186 176.95 17324 (12 16065 (36-50 W) 1 • 87- (12 - N 1 144.52 '13877 12:NE2138..77'(12 SE2 ' 211(257 1/) 73674' .129 - 7 1271111 12974(12V 13124 (8 "S4)' 160 1 15579 (127/ 4: 16214. 152.59 77 15264 (12 NW) 25 .6:i 19 % i, M.... /) 38 ACC 59 72NE), 743.24 (72 5), 13144 (36 NWT 13172 (36 NW), 131.77 (36 67) ;4161 (OVERF2OW ELM, 13481 (1a Nw), 730 37 ( NE OUT), 131.96 (36"50 (MIDDLE ACCESS) (S ACCE55). 136 2 12 "519, 13672 (12/E) 12" 'SD EDGE OF EX ASPHALT RECEIVED CRY OF TUKWILA JUL - 6 2000 PERMIT .CENTER EA' CON LCONAIRE 6-.4 ":c/Dia'D PEPE P1 BASXE TBALL ICONIC 4/,4/1/7" PLANT, BOX 0,S, r/ 7W /VE GA, OR/ 04 f4) LW/ GRA I.EL OR /NE 6 417, OR VE baF 1Gl?7 E"lE.SQT X 12 16.:831)1 "NN' SOUTHGATE PARK S /OF /L T/? 770N SWALE SEED MIX RE9 FESCUE orsa/(E eft49RE REDO° AQR2S77S.ALBA 65 RZ MEADOW fOrrAL ALECFOCUPUS PRAE27675 .A7 617 BO APPLY INS MX -.99£ AT A •P 11E L1° 60165 4Q11 1 NTH AL107KAVAL ' OR AVIICIES or NAME' 11971410 PANaa sox AS 61/LL 8194 (scow AL7/E1 11-1111.45 QP } C8 ������ 27414C S°/tE /1149'/ PA MAS/5;d Sta/6'/ sisa r ( ,191( zx t$ 4 TA.4 G14 07115 AS &woo BY A.E car NAME E PIA975SUCH As C4rrA2 (,11994 4 LA1?EYG(4 R® CANARY OPA£S (-11-1-,36` AR141EiN4C0a AIO 'RA•LE LatffsnBl £ 40Th W swam) 91411 NOT BE USED WOO? ANY COR2467AAGES . N0, EX GAS LOCATED 1 ON WEST EDGE OF PATE- 1 I MENT L .rNEWT, 4T PLlW7Y $ COMAG47109 35 90 80 EDGE OF EX ASPHAL T 5 UALITY EASEMENT UIIL/TY EASEMENT 75 "PRYAIEORANAC£ ANO 5ENE4 ESMT NO7g: AS —BU /L T /NFORMAT/ON IS AS OF 9/30/99. MANHOLE L /DS IN PAVEMENT ARE IN A7P. R/M ELEVATIONS MAY CHANCE AFTER F/NAL LAYER OF ASPHALT PAkEMENT HAS BEEN APPL /ED. PLIXSIR /AN AA9 P//81C 10" URL /TY EASEMENT ',vas - \ - TRACT "A" 33 35 , NORTH GRAPHIC SCALE — r EX 18 WATER COURSE \, - - — SAN MH /10 -37. _-RE 1461 _ 1 7,37 STREE /E IJ ( '8° IN,) /E I,T3 (B" OUT) EX. SAN MH 10-32 RE 14986 Rte` /E 14211 (B' W) /E 14145 ° S) /E 14135 (5" E) EDGE CF EX. ASPHALT EX'5AN MH /10-33 EXPIRES' 3 -15 -00 PLANNED !RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATE'S DUJARDIN ;; DEVELOPMENT;C(MPANY a}M-`Sp 44 AN ALLEGRE E7IE1PRISF SP' �+E1T SOUTHGATE PARK /–KEYSTONEWAU SPEC /F /CAAONS EX SAN 11/1 /9 -30 RE 1877 /E 181.6 EX SAN MH /9-31 - RE 208.4 IE2022 ° N, 5 W) EDGE OF EX ASPHALT ALL HOW SJ'1ALL' BE AV CONARTAIANCE IM7?1 MS DOT (APNd4) STANDARD PLANS AIVO $E4 ll iD Fa? Ra44 aftAIC AND AlL/AfaPAL GDKS'I eric os an Off' PAYOLA PUNIC MOWS SENER CONS'7RUCAQV 44V DE14Za°ADNT STANDARDS AN IAAL SUE SEW? INSTRUCT STAAVARD SPECIF CA1 I AIAN LYES SWALL OE 48- hst v LVA417ER, TYPE 1 NM ECOLN1R51 awes 77/E A/ADATai/ hEI HT OM NE RLS8R A@IOI£ 7NE COW SHALL B 14 /Nfa41 /NcwD/NG FRAAC AAD COMM R4SF SE0770N SHALL CONTA/N A PREFA6b9/CAIED ODNCRE7E CHANNEL 1014LR [LASS S7/PPLWIED PIAS7TC LAVER BY GU L/NE? L70 OR EDUAL ALL MANHOLES SMALL BE LX/AM162ED 7D THE QR7NN Ole THE SEWERS 7NE /NbfRT OF 171E OL/TLET SCHEP SHALL BE A A&VNR/A/ a a 1 FEET BEM DIE /NCOAONG AVLERT EZEtvA17OYS ALL MAN'/OLES ST7ALL HAW LAEDERS AND SAFETY SREPS MWER PIPE SHALL RE PI; AS72/ D -J034 SA? 35 EX SAN MH /9 -32 RE 2377 /E 2301 UIIUIYE1SEVENT EX SAN MH /10-12 RE 10846 iE 70090 (8 "/N 5) EX ROCKERY /E 10024 or OUT N) PCA57R/0400 0081,0 1/111/TYE'ASEIEVT EX CONC WALL e - 5 EDGE OF EX ASPHALT (454500NEO) 7:371ta _7 AIN .2 - 5 P /PE DATA MH NO TQ MY NO SLOPE I 2 9.55% 2 EX 72.71X 3 4 6.51X 4 5 194X 5 6 173% 6 7 251% 7 11 10.10X 8 19 1075X 79 9 884% 9 70 5.35X 70 11 11.98% 77 12 14.95% 72 13 8 65% 13 74 5.29% 14 75 724% 15 18 1520% 15 77 5 45% 17 15 224% 78 EX /4 45% 20 19 7573% CO (10T 32) 20 122% WATER COURSE MANHOLE DATA MH NO R /M € LEV /N5ERT ELEV 777 69 2 176599 / 15977 159.35 3 f :9 181.41 4 8330 17104 772,67 5 179 09 171.29 177.19 5 177. SB 16963 16953 7 774 79. 766.96 /6672 8 189 93 187.20 9 17a 70 17042 170 73 70 17227 76172 16142 11 ( 768 67) 15922 (FROM MH 7) 15922 (2500 AIN 10) 158.72 (OUT) 12 4 15793 ( 74790 74745 13 152 45 1 14295 14265 74 ) 144.68 ( 13548 13518 75 ( 13660 1 131.90 (FROM MH 14) 131.77 (FROM MH 17) 137_41 .(OUT) 16 15338 14673 17 1 0 73547 13512 18 120.90 111.50 110 95 79 18609 17563 (FROM A45 20) 775.54 (FROM 445 8). 17514 (OUT) 20 206.18 79758 FMY maw I 1- 1'ROMa'FM "05SE7AE /J RIEMMIP1GIX a Asir 70 HARM MEET OF TAW C WA7 R COL/R&" , - AvAicti Rae A59aY AD/!ONM 17 saw EY tes GONG OR/PE LYiiREC`1EL .Y N If/;177e M TRACT II A Na R77 (NAPH /C SCALE 20 1' = - /IJ5 A1 12 mr - CT comer La re I' EX or ML /DUCE EX 6 BE IGY 6162SS (R-X111 AfAD - I' CIlff IE(J1 Xiiffjp 1ItE���� LCCAAGYMO Ll7MEZ777YIE7AID) 5 NHUTA roi \ , \\ \ \ \ \ \ 1- LYxB' NE(IL/xfl) \ , - 9'64ff {S(C7E(1Z xW1 1- 9'64.1! mew 1- 9'XB` worm (lil 1 - MORAY! ASMMEY(57YA IM COWE7EN CMIC S 137TH S EDGE 0' EX ASPHALT PLANNED . RESIDENTIAL DEVELOPMENT DEVELOPMENT :: ]FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT.. t I t Y off .aa EXPIRES, 3- 15 -00 REOENED CITY OFTUKWILA JUL - 6 2000 PFRMITf INTER 96152.00 1 - 6', 45* MVP (a/X . 1 - 6' x WOOER (AV X Pe CCMMELT'EX 6' M ter a M EAO a 11!1711 LIE 1 - B 45* NEW (AV�X� A�ul COWRIE RCOMO Aim , r p)PYSTAllaY (3121 9/7 C-14 b L% CCHIRACICR SHALL ROM./ ALL MA1 WALS 0177ECT M EE NM AS /187V 25* NIX /E ,DAT 1 - B'x9'ffE(lilx8,1 1 - C CAE MILE (EUx17) 1 - C OAr WYE (1u x iVJ 1 -rx6'?E(iux#1 1 - "ME XMEMx RIME Ex MABN?AV AGM Temp CpIpff7E'RX?I� 1 -LYxr z - 1 - B' ME WYE rap 1- B'PIAff 1 MOM= AEC EP OAF OR 4 f - NVlVlTASSSiarli t4' AtNJ COMBER* ZOOMS STANDARD N! 1. APPROASTA1E L0^» 41»:7 CE DEMO 0111./IffS TIME BED/ 049TA8i RPM/ AI/ALASIE RECOIDz A V A'W- DONN fL74 COME IE7Ma«F 7h1E £ RAC7CN' SHALL BE RESPAKSBLE F?AP lE7707aIllON OFLLM:A770N SWIM AW F7iP LYSZ^OIERYQ' POSSSEE AALY7.CWAL 67L/TEES NOT SAWN SO AS lU AIC'LO RAVAGE p4 4077AlMINCE ]7E CGWAPAC1AP SHALL COYTACT 77LF u7K/7lES LIADENCROMV LLCAIAaV CE74119P (1 -12?-i2 T) MOP 70 GYns7RG477eri lhE OIANER AR MS R PRESEHTADE SHALL BE I.LWTAC)ED i A 1172/TY CgWWF DUSTS 2 CO1'1RACTO/1 SHALL M77/FY LKS•7R/CT EM.7 ET"7 A I ISM.12/ CE 49 AMPS II AOYAMIF OF ALL IEOLES75 1 somiNa 1 37 %l; ap A1G°EZ'7AK ! C VIRACT0R L M3RCHMME FLIP a2Y7RCY AT DE OF STAAM & 4 Cf_yi7RAC1A4 SHALL &141%1W SAO. BITAAVW9 F7A4 AA9419YAL MERE REVIAB1D BY RE LZ'•T4Y SB°E7a1'7CA77Ui6' AND RAP YARLNKW MOW RE EMSIIEERS' LiESSEN • CAY77RAC7UR MIALL INSTALL EMARIl9YTIY ACt;O4DAME M►D/ NAMMIFACFCAPEPY RADON MD 1725 57E17R7CA77014 AM CITY CE 71AYM[A S7214048 9S 2 ALL AfMTERMAN APE &ALL BE AMEX ION aAss s2 PUSH -CV .100/T A - C HAN/ AL .12177 r LAwv (ANSI .u1.4,{ EX7E IOR GORED MN MU TAR WNW AKSTALLA1 V 1 7t2 IY ACCORDAM X IM7H A/AARAFACDD4 PY RECOMADIVAlIONS AU R17MAY= MALL BE CAST NOV AM 9W1L CCHEM,/ 7V APPUCAME PAPIAaitS Cr AMA' STA YARD A21.14 A21.11, 5122 0124 AAA7 411.50 MN A kl lltW PAS' RAMO OF 150 PSI AM M z LE CaENT - LAIen s ALL GATE VAL IES 717 BE HUMLE74 ALL HYDRANTS 7D ear AAAELLE 1 9. Cl/T - -A5 ANO L/F£ TAPS 70 BE NAGEBY CAY7RAC1O IAD "125 SPSIVI1OID017 BMW S? AM 077' Cr 77./101E4 47Y MAST BE NO R ED 49 HMIS RI ADVANCE :a CAST IRAN AEMAM%.AL .RalvT .SYEEtc aaystass "racism It TAPPING MEFIES S7'/&4a BE ALEZLER CAST A42N Cif/ EPDXY'COA1ED slflz. ao ROMAC SST WTH STAI LESCS SffE2 RANGE 12 LO TRAC1OY /S REa>aai67B!£ FOR If7PMFYIiG ALL EGSTIM PIPE TYPES AND SEE Fz1P CIK(PZINY.Z QuiNEC7lall y CY/T -IKS MO UM TAPS 1.1 3 1/2 FOOT MMQI/ COW? O1274 ALL 1047E MIA/N APES PA LtE:EUIPIR 70 PAY RAP STAI£ CL'Y WY AMO CITY IK573FC1AGW PEES 12 ALL AMP LOCATION: 7I2 BF coasawAro NTT/ M I EER L16'7R.Cr"f25 57/PDMIIENDEN? 12 AU EXESDVG FIRE HYDRANTS AND HAMS 1a ELF OP RADONAL PRIOR 7D ClaIW.. WT a LAYS7771/C7701i 77. N0 CIMAMSEY ARE 70 BE AL/AE MI/NX/T MIP/77EH APIRA2VAL BY RAE MP "72B S 1EM- ENT LN' D S7RJCT DOWSER AM RE" CITY Cis RA MCA PURIM wars EMSYAE'DP. re AVER 17 MD "115 CIaiCY71CWS 4M STAMA?O5 AAV 70 7HE CITY OF 77A1'MEA STAMARD SPEORGIMailS /U4' ALL REMAINING NOES AM DETAILS PROJECT J /4' Si']PNLE LAE AM9 TA i toms S' FOR EASY EXRSlANG EVER ME7E11. 2Q NA.M Ilal ALLOIMIBLE OPER EDYCH SHAD BE LID FEEr, 112 21. MVO( P S YALL BE GOIERM DIARANG ALL PER/M5 CE F3RECIP/TATION 1 7 22 IUD PRA:1 1' naPAC1/ON AM UCES7lMF cavort[ 17;3 R(NAlAD AM AWES LE :7 T RAMP'S SIAMITED 70 or miner svaer P. ALL c MOPAC1JOY £4i& 1D PAYED AM »W PC AREAS S YALL EL'' 95Z UAA IAJAY AENSIIY MODE ED PROVER R FER ASIA! D-7552 ALL 07727 AREAS TO DE SOZ BOWMEN 4291577Y AWED RU 2.1 AU 1 IE:0 RR HYDRANTS AND SLRNGES 7V 771E NEER snap R7 at "carom AS PART tr Az PRESSURE AND POMIY 1ES7S NO EXCEPT/MIS 24 mow ClaY7F/X, styli BE 4Y LCaaWivar one OIY OF 71/MM2A ocraressows , 2s AU PEE NO A13.04p EHANCE3 ' 70 tar row l0 INDMV 10 FEET Qr ANY crowircwav PAIY7Si LIMESS 07727YM61' ARMORED BYEMa7.EEFP. 11£ CONCRETE MUST At NG SHALL EE PAM= AT ALL BOWS 7EES YAL lf3' L1R ODER APPIATIEHAACES MERE ionise FUxLE3' Ai'ZYIi1F RL EtEMOW SHALL BE IV A4rAPD4 l r /X77/ MO 025 S7A4DAROS 27 NE TESTING AND DAS144 OF DE MI7EP SWIM SHALL BE 0717NESSED BY 127 #7.22 Al REIAOIED H}ZNPAN)S SHALL LIEZ/EERE2 70 YFE IM47DP LKS'7RACT my BY or /.>:W777ACOU¢ q , W (OOP , - B'x6'7EE2VXFE) 1- S "6141E AMA MSTAU ASITOIE EX NEW TIM MAME, H mu t rtsr Ray/ CZRMPE7E. LEMONS 1-B' EWE01 x 1(/J 1 -6'Gfff M4LIE01/x caomrRQa71C 1 - ese7E(luxR) r - B' air mere eft 1 - 9' atr Mir 114 CAMEEE BLOWN 1 -9i eav Old xi6(J CCIItlBEJir AD 1- 9'x B' ffE aV x Fl,) 1 - 6 or WE (71 x it(l 1- MERRITA35t71HY(IZ ' LY/WE%FSCOW Side Elevation Rear Elevation moOOIstj DUJARDIN oorataff Q KAPPLISI ae nos e PLAN #2060 FOSTERVIEW ESTATES Bdrm. #2 13'4'x10'4' BOU;4D Rm. 23'5 "xlll0' Utver Floor Plan SQUARE AGE MAIN FLOOR 927 SF UPPER FLOOR 1133 SF TOTAL 2060 SF GARAGE 523 SF DECK / PATIO 124 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE CONTED ON: IN CLILATIONS. •: TO BELL, SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. Garage 23'5'x2 © ciopm aln uti anau wow . . �eoc ... _ Porch ain Floot Plan DRAWING INDEX Al. CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE z 0000 I S 1 DI 9 -f [Ft_ FP - It27j FP-1 4', 1/2' 4' -6 L FP 8 -3' 1 Garage 1,F-3) Q =3 24 2 3 1 jJ 32,0' _ e- 7 -47 1 11 1 Del-2 L JLI r iirl - „ 3 1/2. ), 4, I/2' JlfJ _ 11 =M ALL FLOOR JOIST ARE, 11-1/8 T.JI PRO 150's J4•!' 192' cc VERIFY 10/ LA/ OUT SEE DIV 06100 START FRAT 4-ERE FOUNDATION/MAIN FLOOR FRAMING PLAN SPACE VENTS t CRAM/ SPACE AREA S2(3 SF 2. CRAC*. SPACE AREA / ISO • OF VENT AREA REQUIRED 1 TYPICAL VENT SIZE • 14,3'205 CIE".* EIFFICIENCY, • ES SF PER VENT NET FREE 4, 9817 AREA / ES. 10.68 VENTS REQ.IIRED. 5, II vENTS 944099 (699 PLAN FOR LOCATION/ 6 ('0479 S • .50 • 638 SF OF VENT AREA PROVIDED. '1. VENTS 0I-IALL cc's/ER. 0(0/4 RESISTANT :MIRE MESI-1 WITH OPENINGS S. VENTS LOCATED IN RIM JOIST 1007 09 PERMATeN,Y BAFFLED 02900 502141 Patio MIMI= --IMIIIIIIIIMMINEItioi-liMEl 1 1 --- I ,4 2-0 1111 1 I rr I 1 ...fwv4;rs L Porch 1 4 Exl. Ar_5LAE ) r- LP-3 I T -6' 7 ' FP-5 i F r 7g. .E.R 900ets22." 1 GENERAL FRAMING NOTES FF-14 FF-23 SEE COVER 044E07 FOR ALL GENERAL. NOTES REQUIREMENTS_ 2. SEE TYPICAL MATERIALS LIST ON SECTION SI4EET 3. SEE COVEII4EET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBNG, AND ELECTIRCAL. 4. TRUSS 3e000 INANLF TRUSS PLAN SHOLIN IS FOR GENERAL LA70JT ONLY SEE DI, 6100 SHEET A-I - 91156 LOADING SEE DIV 010001,4 SHEET - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING FLAN 5 ROOF FRAMING SPACING, 24 o.c.U.NO 6 ROoF PITCH- EXTERIOR PER ELEVATION NTER/OR PER SECTION. 1 RAFTER TAIL 2x4. YEW, 3 ROOF TAIL AND RAKE OVERNANG PER ROOF PLAN. a ,L 4E40E00 ARE 4220 DE 'I UNO - PROVIDE (I) TRIMMER STUD UP TO 4'-0' SPAN /250 (2) TRIMMER S7.4,5 OVER 4 LIND SEE DIV. 06400 SFIEET 1 FOUNDATION KEYNOTES 1 CE c,ggr.rEsgEtgEtt 9001RIMATION SEE DIV. 3 SI-EET 0 F:70=. 10 5rETET " AtIS 6 FR LI"' /DO W I r T= 12'0. INFORMATION. SEE DIV. 3 SHEET A-I ON 4' GRANULAR FILL. SLOPE 2' 70 0000 PROVIDE THICKENED EDGE 47 0000 SEE DIV 3 SHEET A-I 3 ON r ON OLID SUBSTRATE 01/4,/ 849 54044 WAY. SEE DIV 3 SHEET A-I SEE CALCULATION BELOW. [iI1 C15/-4c9E1'E 47 5510 tt Aftft 2x6 O 3x4 * 16 o SEE DIV. 6 SHEET A-I MIN; ,, L i EAR.ANCE FROM SEE DI, 6 E POS L ISC G te m 9 ,4 0 r 5T Ar 2,4 4x6 POST a BEAM SPLICE PO5ITIvE CON- NECTICN FROM POET TO 50075/5. PER DETAIL F6/01. SEE DIV 6 5.45ET A-I r „ 61. POLYETHYLENE GROUND COVER SEE DIV. 1 SHEET A-1 -!° _i IE.LREOCjliF FOR I ;:;/ ' 5% 5 :V1a ' COND AND (I) 5/8,0 LONG GALVANIZED R FOR ELECTRIC, GRONDING. SEE Dlv. 16 AND VERIFY W/ SITE CONDITIONS 570 45 5 , (11 , A E L , 1 : FOR DOOR5, 7, C :1-21 59409 INSULATE - T f.1% 1. 79=7:1 zatz 54:15 SIZE AS 24,2451' MAT FOOTING ON SOLID SUBSTRATE (2) 4 1549 EA044 4114T OR IV STRIP FOOTNG PER DETAIL 10751 ,f ' ,'g41.41 500 7495 4 UJAT 00 5/21110 PER DETAIL I6/DI (_P-I6 1,',1-n41.;;14-1" 500 ON SOLID SUBSTRATE , Fp_n 1 57110 STEEL 12 INTO SLAB a 12'oc (ff±PJ A- 0 4 , 1 , i r.:r LINE, 501110 011 5550555 20,07 CP-2,z1 7492 ARAGT;EAM SUPPORT AS ABOVE 41417 BEL. SEE DIV 6 SHEET A-1 LF(6-2 01154940405 FROM 0000 Exize4c PIER MIN IV BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST {S±77: EDGE OF CONcREIE O s., POINT LoAD FROM ABOVE 1 • POINT LOAD FROM ABOVE U1/ LOADING 5 , POINT LOAD TRANSFERING DOEN roP e PONT L040 794500900 DOIN UP LOADING k HANGER PoNT LOAD TRAVSFERED BY KICKER .71* 1-4OLD DOW WITH SIZE 05490047400 turck size_ DF iGNAT.04 •■*" To BE USED ON FLOOR BELOW . --- HORIZONTAL STRAP WITH oue (S) INDICATES BEAM CALOL N ATIo INDEXED NUMBER EXTENT QF 514549 WALL TYPE QF SHEAR WALL JW,OVE 12N.Mt WALL BELOW - • NOTE 0511E85 OT5494155 INOTED,ANGINEERING 450 CALCULA,0,49 ARE NOS 990910ED 114E55 955/0051 z on, CENTER , - 4-8 I/2' GLAZING CALCULATION TOTAL SF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING SP. IS CALCULATED USING THE REOIIRf3'ENTS SET FORTH. P4 THE WASHINGTION STATE ENERGY CODE. REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE Patio 1669 SF 285.02 SF 17.1 % 32' -0' V-11/2" 6 y -0 W2' SYMBOLS AND LEGEND ;> Q FAN- DIRECT PENT TO OUTSIDE -BATS 50CFM MIN. - KITCHEN 100 CFM MIN. • 040LE HOUSE FAN 100 CFM MIN. VTOS .. t16 LLI 0-E NOUSE EXHAUST FAN CONNECTED A 24 HOUR TIER'- 100 CFM MRL, VTO TQ 'TFEl21OSTA7 s Spy ABOVE FLOOR O 110v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED P 24 140,9 TIMER TO 11A40LE 1-1OU5E FAN 4' -8 1/2' P - J Covered Porc CCNC. c7.-11112. MECHANICAL, PLIAMBRN's, AND ELECTRICAL . SYSTEM FOR UNITS, PER Div. 2516 SEE SHEET AI A PROVIDE 6' DIAMETER FRESH AIR - INTAKE FROM OUTSIDE TO RETURN AIR PLENY1 AT FURNACE WITH MOTORIZED FLOWDAMPERB. B. PROVIDE THERMAL EXPANSION..IAIN( AT WATER HEATER C. WRAF' WATER HEATER TO FRAMING TOP AND BOTTOM. - D. PROVIDE. PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. GENERAL PLAN. NOTES P -2 1 13/8' MIN. SOLID CORE DOOR WITH SELF CLOSER t0 BE TIGHT FITTING SEE DIV. 3!00"2.5 51-XET A -1 ( P -3 ) STAIR ASSEMBLY NOTES= PER UBC SECTION 1003 l A. HEADROOM MN. 6' -8', WIDTH MIN. 3' -0, B. TREADS 10' MIN. DEPTH, RISERS 8' MAX HT: C. HANDRAIL MN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 1 i2• MM. TO 2' MAX CROSS SECTION DIMENSION AND I I2' MIl4 CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOC-KING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S). E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'x' 01.115. (2) LAYERS e CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED Wi LESS 11-IAN 4' BETWEEN BALUSTERS. SEE DIV_ 010026 SHEET 4 -1. SAFETY. GLAZING FER UBC, SECTION 2406 1 A WINDOWS WITHIN 18' OF FLOOR 5. WNDOIY. WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOVERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF 5TAIR5 SEE DIV. 08800 SHEET A -I ( 1 EGRE95 WINDOW PER UBC, 5ECT10N 3104 1 r ' 1 SEE DIV. 0000 SHEET A -I P-6 ) IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I 1 P 1 COVER WALLS ADJACENT TO TUBS AND l 51401.I1ER5 WITH NON - ABSORBENT MATERIAL TO 10 ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -I 1._P -8) (2) LAYERS OF FLOOR SI-EAT:424G OVER FRAMING. P- 1 IS x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 01002.2 SHEET A -I ( FIREPLACE ASSEMBLY NOTES. 1 A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL COEORM TO Lilac REQUIREMENTS. 50E Dlv. 01002.5 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL • CONFORM TO UBC REQNIIRE MENT5. SEE DIV. 010028 SHEET A-I 1. . C. HEART4 SHALL CONFORM TO UBC REQUIREMENT. SEE DIV. 0100223 AND 9 SHEET A -I D. 5/8' TYPE 'X' GWB O HOUSE SIDE OF C6ASE - CLOSURE TO ROOF SHEATHING. P -16 SEE 517E PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAETER STEEL POST i f P -IS ) 1 36' GUARDRAIL PER LOC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. P-19 B VENT FOR MECHANICAL. I' 1 CLEARANCE ALL SIDES PER UBC SEE DIV. 5 SHEET A -I Lp = 20 PLANT SHELF SEE COVERSHEET.FO0 ALL GENERAL. NOTES . AND REG JIIREMENTS. 2. ENERGY AND AIR OUAILITY INFORMATION 5EE DIV. T7 5440E1 A -I 3. 5EE BUILDING ELEVATION. FOR WINDOW OPERATION SEE 020:$ SHEET A -I 4 SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REGUIREMENT5 CONCERNNG MECHANICAL, PLUMBING, AND ELECTRICAL. , • FLOOR PLAN KEY NOTES OCCUPANCY SEPARATION: APPLY 111 LAYER 5/0' TYPE 'X' GLOB. TO ALL WALLS AND CEILINGS OF GARAGE 5/DE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRU55E5 AND 01 FLOOR 1015T.. SEE Div. 010025 SHEET A -I J 8' MAX RISER WITH 10' MN 054 IF MORE THAW (3) RISER5, HANDRAIL REQUIRED PER UBC, SECTION 1006 5HEET.A -t 22 x30 ATTIC SPACE ACGC 111/ 30' HEA0 CLEARANCE. - GNU^.)LATE AND WEATHER STRIP. SEE DIV. 01002.) SHEET A -I. FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW UPPER AND LOWER LINEN CABINETS SO,IT AREA (p -23 ) INTEGRATED MAKE UP AIR ( P -24 ) 2x6 STUDS 21/ P -19 INSULATION MIN. GARAGE 5 23: SF DECK 1 PATI() 124 SE 5GU4RE"FOOT4 N5 21045110001014-0 CUT62DF FACE OF WALLS. STAIRS ARE 770�0D ONCE 54 CALCUIsATION5: OPEN O 13ES - OW SPACES AND GARAGES 4RE N9LU0r,, 'NI RR DOW CEILING FOR NVAC • F -S ALL FLOOR JOIST ARE: II - /8' TJI PRO I50'e AT IS2' oc VERIFY W/ MFG LAYOUT. SEE DIV. 06100 -1 START FRAMRrCs HERE 4x12 DP2 • 4x2 DP2 4x2 DP2 4x•^. DP2 2.11L i Ir /l 'i #II CANTILEVERED FLOOR JOISTS 2x6 RAFTERS u/ 2x4 CEILING JOISTS , 2x6 RAFTERS W 2x4 CEILING JOISTS l GENERAL FRAMING NOTES 1 1 FRAMING PLAN KEYNOTES 2, SF,.E TYPICAL MATERIALS LIST ON SECTION SHEET - 3, SEE - COVER°HEET FOR ALL NOTES AND REQW1 —aTS CONCERNINGMECHANICAL, PLUMBING, AND ELECTRICAL. - -4. TRUSS DESIGN BYt'tAWMF TRUSS PL. SHOW IS FOR GENERAL LAYOUT ONLY SEE DIV_ 6100 SHEET A -I - TRUSS LOADING SEE Div - 0I0001A 511EET A -I - TRU5$ SPAN PER FLOOR. PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPAGNG, 24' oc. LINO. • 6.F{O.QF PITCH- EXTERIOR PER ELEVATION INtERIOR PER SECTION: 1. RAF ER TAIL 2x4 - VERIFY_ a. ROCr TAIL AND Q OVERHANG PER ROOF PLAN. S. ALL HEADERS ARE 4,0 DF °1 UNO. PROVIDE CI) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRT'IMER STUDS OVER 4' -0' UN " SEE DIV. 06100 SHEET A -1 2X6 OVERFRAt w 24' OC SYMBOLS & LEGEND POINT. LOAD FROM ABOVE BACK FRAMING ANDS rIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING" SEE Div.15 SHEET A -I RAKED PONY WALL ON TOP OF LOtLER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRA 15. MEMBERS. ALIGN EDGE OF JOIST WIN FACE OF WALL ALIGN INSIDE FACE OF BEAM WNTH OUTSIDE FACE OF WALL _ -. UPSET - BOTTOM OF BEAM- EVEN.W/ BOTTOM OF JOIST AND TOP CF BEAM EMENDS UP. ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT A J CENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE vENT SEE . r NTION - SEE.DIV. 01002 SHEET A -1 FLOOR JOIST SEE SCHEDULE DUG.. SEE DIV. 06100 SHEET A -I • SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING. SEE DIV 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS - TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOUN BELOW JOISTS TOP OF BEAM S TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BlA -1P9: DOW BELOW JOISTS 2X6 CEILING JOISTS 9 24' OC • POINT LOAD FROM ABOVE W/ LOADING POIM LOAD TRANSFERING DOW POINT LOAD TRANSFERNG DOLLN W/ LOADING g�� l ! P � HOLD DOWN WITH StZE.PE61C>iJAT10N '. VERTICAL STRAP unTH SIZE DESIGNATION TO BE USED ON FLOOR BELpw 'Sixc — HOR20NTAL STRAP•WI14 SIZE DESIGNATION INDICATES BEAM GALCULAT1ON'-WtTH INDEXED NUMBER - - EXTENT. OF SHEAR -WALL TYPE OF SHEAR WALL "�" lu r ABOVE WALL BELOW NOTE! UNLESS OTHERWISE - £NGMEERMG,AND 'CALCULATIONS ARE a .s .. ED W- THE- :. 'DRAWING f ENTER' ;. 0 ' 41'3 V2' �. 11' -2' / 5'-3 1 /2' 12' -3 VY 12 - V2' f 4'.g' T -1 1/2' /. _ / 20' / L 0 g. (5 t5)5HVL6 G 3 .5 I EF . 2' -10' /2' I -10 3'•5 V2' 2' v Rt8 4 2 t $'-10' 1'66 1/2'„ �. e . w s w B' +; ,, M� • T II a I I % '8 6046 _ n iiii r _ 3'•0' 2' -31 /2' +� A ep o 5'-0 1/2' 5-1' 5 040 '1°--."-1 L WALL LII•E ®r BELOIII j ROOF LRc BELOW II' -0' / / 11' -11 /2' / --/ 10' 8' __, 31.2' - - 42' -31 /2' 09908522 02-25- 000 09.252, SIh{ ap pler Architects P,.S. 14311 SE 16th ST; - , Bellevue, `Washington 98007 • (425) 641 -5320 F'9X (425) 641 -5` \ \ \ \ I /2' 'D W 72 3' 3' B S a 3 72 3 11 t1 P m fA mm A �_ � � D � m A� � 811� !';!!:4 OD t n Ov ' O N '�� r A vD 3 1 w � �y rto��Dm : r .� �S �.Z < Zn �zi m; < ro dog v v A� n � n m �_ P � � E o m P T6 � E O D r m- ;- " W i m € O w w A F { nw� w • ��• T o v� 1 € c : !; A Q tg �o U A A! K - 1 � ,. 'g @ . r OA B 0 X ; •. w ig D � v G A ; .� $� 1 r mX. a A t7 it rt .,N D$Y � D...... � 1.0.".4 - � t�l 2/23/00 21. -PERMIT 9ET • 24'ac STUD ' - - sT�EO - +oH caR - lRles —aJ 2x LEDGER • it RDCFLRE SILL JiL .. JIL JIL �JIL JIL :JAL ROOF LfE BELOW GENERAL; FRAMINO, ' NO E S SEE COVER J 4CCT FOR ALL GENERAL NOTES NJD 1 - REdfJI ME 4T8. 2. SEE TYPICAL; MATERIALS LISTT "ON 'SECTION SHEET 1 FRAMING PLAN KEYNOTES 1 SEE ELEVATIONS AND SECTIONS FOR TUTU F -9 .�. PLATE HEIGHT ( F- I 0 PRESSUREBLKNG TUTU &EE �DIV. 06100 00 5!$ET A -1 F -ll , FF JLUHOIS -TS B W/ B SD OTTOM OF BEAM. EVEN OTTOM O TOP'OF BEAM FLUBELSH OW' W/ TOP 1T CF JOIST AND BEAM . l EXTENDOLLN TOP BEAM 9' BELOW TOP OF JOIST; TO P0Uk BELOW JOI8 l ALLOW F07,i,„,,:, R H v4C OVER T8 BEAM AND. BEAM BUMPS 1 F - 14 2X4 OvERFRAMING • 24' CC , TUTU 9. SEE COVERSHEET.FOR ALL NOTES AND N REQUIREMENTS; CONCERNG: MECHANICAL. PLUMBING. AND ELECTRICAL. R1 4. T18S N DESIGN BY MANUF. TRUSS PLAN... 'TUTU; SHOT N' 15. FOR GENERAL LATOJT ONLY BEE Div. 6400 SHEET A -1 TRUSS LOADING SEE Div. 0,®001A SHEET A -I - Tt 4 SPAN' PER FLOOR PLANS TUTU - TRU69. rvrE PER ROOF 'FRAMNG - PLAN . TUTU. 5. ROOF FRAMING - SPACING. 24': as. u14.0. 6 ROOF PITCH EXTERIOR PER ELEVATION INTERIOR PER SECTION.. T. RAFTER TAIL 2x4: VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER. ROOF PLAN: q ALL HEADERS ARE 4x8 DF •1 UN.0 PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNO. SEE DIV. 06100 SHEET A -I: BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR IVAC DUCTING, BEE DIV.15 SHEET A -1 J ALIGN EDGE JOIF?T otr8 FACE OF WALL J J ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL J UPSET - BOTTCIY'OF BEAM EVEN 4/ BOTTOM OF JOIST AND TOP. OF BEAM EXTENDS UP ABOVE TUTU JOISTS TOP CF- BEAM - IS FLU WITH' .B I OTTC CF J SH JOIST U1,TH'NO TOP P OJT DJ JT AACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. J ATTIC SPACE VENT SEE' CALCULATION SEE 'Div. 01002 SHEET A -1 ROOF .VENT CALCULATION BASED ON 3 2-W HOLES Pet VEIN! BLOCK TUTU ROOF VENT CAL b8 BASED ON 1 SECTION ,5053 _ TOTAL ROOF AREA `'14 5F/300 .4R SF . OF VENT " AREA R % AT Ei4VE , .208 SF REQIURED E0 - % e 36' (MIN) ABOVE EAVE , • 289 'SF REQUIRED 3 R00 JACKS AT 503Q IN EACH.1t� S0. 1N.. 104 2A. 62 _ LP. OF E4vE VENTS AT 52 5Q INJLF•3234 8Q. N.•224 SF s ; .1.._ GABLE END VENTS AT �_ %24_ • _ 8Q IN.O25 9F GABLE .ENO VENTS AT Q_ x Q— .114---- 8Q. 114..0.00 8F 2 GABLE END VENTS AT24 DIA..1$D SO. N..$1 SF TOTAL VENTS PROVIDED ROOF JAQCS • - = SF GABLE END VENT6� . SF TOTAL 9F O F VENTS.P?ROVIDED • 433 SF • AREA MAY I/300 IF A vAPOR RETARDER 18 INSTALLED ON THE WARM SIDEOF THE ATTIC I NSULATION. UBC 150�, 32 EFFECTIVE VENT AREA BASED ON A X30% REDUCTION DUE 10 1/4' ME SYMBOLS & LEGEND Q D AB pPO POINT NT'LOA FROM FRAM A E W/ L04DNC3 N FONT LOAD TRANSFER(M1Ki DOWN POINT LOAD TRANSFER. NG:DOW+I ID/ LOADING 4.104,4 DOWN WITH SIZE DESIGNATION 1 Y � VERi'Ib.�V- STRAP WIT{7;SIZE'DESIGNATION T r TO EE: ON.FLOOR.Ei`cL`04 STxx TUTU --- HORIZONTAL STRAP ,S,L DESIGNATION • INDICATES BEAN CALOCILATIOJI AUITV{ O4 * ppcE'2 NIa eE R TOP CF PLATE ua V®RUkaT. UPPER FLOCR c9 TOP • - OK Mit Fat MAN FLOOR TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION 2x3 9TOOLBOAFt OvRb 7111 Ixb xb' DBnELB •24 oC 11'x24' FAN F EFD vENT 18• SHUTTERS - TYP. 2,4 IRON SHP GGCE wpm HOOFIP1OE ®(DW • SHINGLES (IV- 010003) BUILDINO.PAF•ER.• IV. 7) 30# BUILDI O PAPER SHEATHING:. (DIV. 1x4 SLIP SHEATHING SOLED AT EAVES tl L2' ELSEWHERE FRAMg1Q6 DIV PER PLAN INSULATIO ( DI V 7) R•30 BLOWN -IN W& (D 7) R WN.PLYWOOD EXTERIOR WALL CONSTRUCTION SIDING MATERIAL• IV. 7) WOOD SIDING (DIV. 01003) BUILDING WRAP. (DIV. 7) 15# BUILDING PAPER SHEATHING: (DW. 6) 7/16' OSB OR EQUAL FRAMINGi IV 2 x 4 STUDS AT 16' OC INSULATION: (DIV 7) R -13 BAIT WI INTEGRAL VAPOR BARRIER OW& (DIV. 9) 1/2 OWE FLOOR CONSTRUCTION PIAORINO: IV. SUBFLOO& IV. FRAMI (( IINSUL (( IIO I N: ) .7) TRIM:(AIV.6) WI - HEAD: 2x4 Iwarri NO BRIC$- MOLD) JAMB: 2x4 CORNER BOARDS: INSIDE: 2x2 OUTSIDE: 2x4,213 FASCIA . • .2x8 UNO FINISH PER PLANS (DIV. 01003) 3/4' T&O (PLIED, COMPLY, OR :EQ.) PER PLANS R49 BATE - I/2' RE-SAWN PLYWOOD lommiUtlmimes ■Iuet■msumuetWIeIeinum ue)■ uiei ■IaImuIIUmei■IIUeIUmei ■In 111ITIlil111111lIIi1I111111 11111l 1911111111111111111111111111111 111111 i11111i1111111111111111111111ill 1 i iiumns l lll 11ll lell . uIliemuliilliii9ilifiaiuiii IniIli1 1111111i Aga, illt11111111111n1111sI111 11 111111111111111111111111111111111111r 11 1111 11111111 1111 1111111111III111111111I111 Ii IIIIIIIIIII 18111uIt1I111P �III111I1111�iI111 11t11111WiiItltlitl 1/111/11 / 1l1111ItIm11117W' ' lII 19irelr !11mI11mI111I.HIm111m ni 0 . •.. .111m111I11 gunor i •��1 r � 1� 41.. ' 1111ri111i11 1 11 1I11111i9t1i =' 7i1111111111n 111111111011111111011111111 Itr111 umr •■a� ■� ■a� °� .A1"116. `Rani m111 IQ11111I1inumm1 1 1111110 '"/ im 4/1111 n.,'tul1111II 1111111111111111011111111111 11I ii 'm 111∎74 n tnum = !! mm�11i1111 i I 11 • EL ME ■■ o B. ■■ ■■ —= i N. ;1111 III ■ . .;II I m i ll I. 1`11 Nil NE It C •� ■■ ■ ■; �w ulr1 !!11!n . 1111111111111111111111111111111111111111L. , _.... �_....�_....,n_....�,.... iliHI liimmmlllmiii111 91 umumm m1M1 u1 /im Ui11nhillurmimm111n l u i II IIUIuIt mlllill •Itlm i1111I111i■11111111111III1111 111111 1IIm1111I ■111111I t lmIIl 111111 81111Olialli nii1i111111111111 III18,II1uIiiiiUt111I1111811111 u111I I11i■II• 11111111111111111111111111 lel ` 111111111111111111.111111 1111111111111111111111111111111111111111[111110 IUUI_IluI i� 2S Tiil1 ■ 2xS TRC1 _ — � 1 ■ ■ ■ : . ■. 1i - Mfall • • . . • "Ma 6.19, Yll If 1 1 I I MB MN I -- .M. mu m MIIIIIIIMI TOP OF PLATE AT PCRQN FLOOR JOISTS PER PLAN Family TOP OF P LATE 6' HOPoZ SIDING 2x4. 2x3 CORNER BOARDS - FLOOR TOP OF PLATE 110 FOR HGT. ' -bb TRIM Q• SO. ROUC44 SAM PLYWOOD COLU•N 2x4 TR@1 1x6 TRB1 IF SO- BASE is/ SHINGLE SIDING TOP OF PLATE " UPPER FLOOR TOP CF ELATE NMI L_ r FINISH GRADE 1 6 10 FOU DATIO 18 3/4'4 -0' L BASEMENT SLAB 11197 BE IN PLACE MICR TO FULL BA AFILLNG OF WALL. NO INSULATION BE1OEEN BASEMENT SLAB AND STEM WALL. TOP O SLAB 3' -2' 8• I' -0' FOU DATIO D TAIL 3/4'=1 -0' 2x4 TOP PLATE GARAGE DOOR MR (SEE FRUG PLAN FAQ SIZE) NAIL BEATING TO NOR UY 8d NAas• 3' CIO SFRWAIL LOC. 1.11.10. ON BR WALL 5CHED. 2 2.4 SODS -NAIL SEAMING UV 8d NAILS• 3' OD TO EACI S7ID LINO ON SIR WALL SOWED NM. Bd MALS • 3 • ALL MTS.... STUDS UNO. ON 5Ht WALL SOWED. 2 2 4 AT ANY SWEATING JOINT 1116 0.58. SHEATHING (MIN.) STLOW STRAP TIE ANCHOR (NAIL TO BOARD FOR, BEND LP AFTER CONCRETE CAFES/ USE 38-16A0 UB NAILS EACH UNO. 2 -2x4 PLATES, NAIL SWIG TO EA PLATE (2)5/8 A.B. W/ T EMBEDMENT UND. ON SLR WALL 50E0. CONTINUOUS FOOTING 50'4x10' AB IY 2707(3 S0. 4 STEEL PLATE WASHERS • 4'•0' Oa (DIv. 3 SWEET A -U EXCEPT AS NOTED ON SWEARMLL SCHEDULE 1• MN EMBED. (I) •4 BAR • 70P V VERY.B , RILL HEICd3 OF ET AR . WA (DIN. 3 SHEET 4.1) TIG TLINEE 4' PERF. PTY.. DRAIN II/FILTER N 24' GRAVEL BED. (DM. 2 SLEET A -1) (A) •4 BAR CONE. (DIN. 3 SHEET A -I/ SOLD SUBSTRATE 4' GONG. SLAB OvER 4' ROCK OVER VAPOR BAFROR 50'4x10' AB AY 17Q'x3/I6 AA STEEL PLATE IPASEERS • 4'.0' O.C. (DIv. 3 BEET 4 -1) EXCEPT AS NOTED CN WEARU ALL SA7EdLE T' INN. EMBED. (2).4 BAR • TOP 08900 VERY. BAR Roc. RILL WEIGHT CF WALL (DIv. 3 SWEET A -U 9vERT. J•B.R•5' oc (DIN. 3 SLEET A -U •4 WORT. BAR • EX oc (DIN 3 SLEET A -LI V BAR • D' Oc 1.2 -.• lDN. 3 SWEEY . -Il DAMP PROOING ( DIv. l WT All 2' CLEAR (5) BAR CCM. (DIv. 3 SWEET A.0 SOLD SUBSTRATE 4 CONC. SLAB OvER 4' ROCK OVER VAPOR BAR I, VIII I =11111 I- IIIIIN= _IIIIIIJIIIII -III 1 {1111= I -III Il�nuil =liiill_nicl =imu= III01_ 111111 =11110 =III 0101 = 1111= 011= III IIII __nuu _umr= �Inn1= 1uIIF_nnll =l =11 11�= il�lll_I1011- 11101 = ►11111€ © STEPPED FOUNDATION DETAIL N.T.& 03300-00000-26 L , 17 a B LATERAL RESTRAINT PANE *3/4*=1-0* WALL L + VERY. J•BAR•6• (DN. 3 SLEET .11 DAMP PROOFING ( DIv. 1 $HT 4() .4 HORZ BAR • V cc (NI EN) OVERLAP (M (DIN. 3 SHEET A•I 16 0 TTP. FL NEE FRAMs, PER" (Dlv, b SLEET A•u TTP. EXTERIOR WALL CONSTRCTIO PER PLAN (DN, 6 SHEET A -I) LOCATE WEANING OINT • COMTK N BRIBER RM BOARD LOCATE EFEATWNG JOINT • COt1ON MEMBER CRIPPLE WALL FER RAN EEE FOUNDATION DETAIL(5) FOUNDATION 06100.03300-06_T FOUNDATION DETAIL 3/4° =1-0' TYP. FLOOR FRAM .'° PER RAN (DIv. b SWEET 4 -0 T, EXTERIOR WALL CONSTRUCTION PER PLAN (DIv. 6 SWEET 4 -1) RN BOARD CRPRE WALL. PER PLAN, WTW 4 MN STIR LENGTH LF W' PER IBC SEC. 2310.115 (Dlv. 6 SWEET A•1) SEE KINDATION DETAIL(S) CRIPPLE WALL 0 FOUNDATION 3/4' =1 06700- 03300-07_TJI TTP. EXTERIOR WALL COLTRUCMION PER PLAN (DIN, b WEFT A-N TTP. FLOOR FRAMING PER PLAN (DIN 6 SWEET A -U 80.12 BLOCKING OVER SUPPORTS LOCATE SWEATING JOM • CCMTON MEMBER RPM BOARD &c3 I' GOT. SOFFIT VENT 172' RESAUN FL MOOD •SOFFIT TREATED MD SILL SEE FOUDATION DETALS 1 4 °FURRING CANTILEVER FRM'G AT FOUNDATION DETAIL 09300.00000-23 3 /4'�f -o' oe1OO-033OO.O . TA 3/0 =1-0' + L 1E 111111 111111= 10111 = 11111 111= 111111 AN FOUNDATION DETAIL 3/4•=f-0' 12 t14:-.11 0 STEM WALL 121 TTP. EXTERIOR WALL CONSTRUCTION FER PLANS (DN 6 SWEET 4 -0 4' CCMC. OVER 4• ROCK OvER VAPOR BARRIER R•10 RIGD NE L4TION 2X10 TREATED PLATE OFFSET 3/4' SEE FOUDATION DETAILS 03300-00000 - 76 TYPICAL EXTERIOR WAIL CONSTRUCTION PER RAN MN_ 6 SWEET A -Il I AIR SPACE S• BUILDING PAPER HOCKED END MASONRY .IEER TIE TO FRAM. Ev. 2 SOFT. (DN 4 Wen 4) MIABI RY VENEER CONT. FLAWING MEER HOLES • 4 %0' OL TREATED MUD SILL (DIv.. SWEET A -U SEE FCUNDATICN DETAILS 3 N' 6 MN. VERIFY GRADE COTC RG NOTE: 085 OPTION CAN NOT BE USED AT WEAR WALLS. TTP EME 6 I 5 COMSTRJCTCN PER RAN (DIv 6 SWEET q -U CONC. 5 51.8 OvER 4' GRAVEL BED (DIN. 3 BEET A -U TREATED HID SILL (DIv b BEET A -D SEE FOU DATION DETAILS GAM TTP. (DN.9 SHEET 51.1) INTERIOR BEARING WALL (01v.6 SWEET A -U 1/2, 10' AB. • 4' -0 (DIN. 3 SHEET A•U SLAB CN GRADE PER PLAN (DN. 3 SHEET A -I/ VAPOR BARRER CONY. SPREAD FIG PER PLAN /DIN 3 SWEET A -U • 45' (2) V BAR CON'T. (DIN. 3 SWEET A -I) FOUNDATION /FRAMING CONNECTION FOUNDATION • DETAIL 3/4' =f-0' 03300- oetoo -DS Ext. DOOR AND FRAME (DIN. 8 SWEET A -U DOOR THRESHOLD FLAWING AS REO'D. (W.1 SWEET AI/ NERVESTRAL FLAWING A CONC. SLAB OVER 4• GRAVEL BED (Div.4 SLEET A. l) 2.12 TREATED TRES.. TRIM RIM JOIST TREATED MUD SILL (Div.6 SWEET..) •4 VERY. RE -BAR FROM STEM BILL STUBBED MO SLAB TTP. FLOOR FRAMING PER RAN (DIV.6 SHEET A-) EXT. DOOR THRESHOLD DETAIL ® CANTILEVERED RETAINING WALL 3/47=T 06100.03300-04_7,11 3/4'=f -0 RILL WIDTH TREATED IUD SILL &ANGER PER MW TTP. FLOOR FRAM. PER PLAN (Div.6 &WEE. A -I) ExT. DOOR AND FRAME (DIv. 8 SWEET A -I) DOOR TRRESNIXO FLAWING AS REOD. (DIV. l WEFT A•U NERYESTRAL FLAWING CONC. BLAB OVER 4' GRAVEL MD IY. 4 WEET A -I/ TREATED MUD SILL (DIV. 6 BEET A -U I AIRSPACE TTP. V ART RE -BAR FROM 5.M7 WALL STUBBED INTO SLAB POST AND BEAM PER PLAN (EXT. DOOR THRESHOLD DETAIL 03/4W-Cr DETAIL 0600.0 o- 27_T.N �J=1 3 /4' 06100-03300-05_1J1 3/4W - FRAMING PARALLEL TO STEM WALL TTP. FLOOR FRAMING PER PLAN (DIv. 6 SWEET A -I) TTP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIv. 6 SWEET A -I/ TREATED MID SILL _J SEE FWNDATICN DETAILS POST AND BEAM FER RAN 03300-00000-22 + -.' �'. 1- 111111 = 111111 ER' EQ €111111 = 111111 i =_ 111111 =1 111111 NOTE: FOOTING DOES NOT SLIDE N TNI9 CONDITION, FOOT. SPANS LORZCNTALLY. TOP CF SIAe TOP FRAMING PERPENDICULAR TO STEM WALL PER FLAN 1/2 AB. LW 2 SO. STEEL PLATE &OSIERS • 4' -0 NC. (DIV, 3 SWEET A•U EXCEPT AS NOTED CN WEARLIALL SOEDULE T MIN. EMBED. •4 NOR1Z BAR 10' OL. ( -6' CORNER OVERLAP (DIV. 3 BEET 4-1) VERY. BAR SAME AS STUB STEEL SP.!. 1019. 3 SWEET 4.1) TI34ETLIEE DMPPROCFNG (DIN. 1 SWEET A -U .4 STUB STEEL FROM FTG. • E OL. (DIv. 3 SWEET A -I/ 4• FEB, FT'G. DRAIN WAVER N 24' GRAVEL BED (DN. 2 SWEET A -I) SOLO SUBSTRATE (2) •4 BAR COM. (D19. 3 SWEET 4 -1) 10'4x10' AB. UU 270'X3/&6 50. STEEL RATE WASHERS • 4' -0' 00. (DIN. 3 WEFT A -U EXCEPT AS NOTED ON WEAR UALL SCHEDULE 1' MN EMBED. (2)4 BAR •7, vERT. BAR • E ac. RILL WEIGHT CF WALL. (DIv. 3 SWEET A -U DAMP PROOFING (DIN. l 5I7 41/ vERT, J -BAR • 12• oc (Div. 3 SLEET A -U •4 NOR/. BAR• 10'x (.6 OVERLAP (MN/ (DIv. 3 SWEET A•I) TOHTLUE 4' FERF. FTG. DRAIN W.FILTER N 24' GRAVEL BED. (DIv. 2 SHEET A- I/ (4) V BAR CCM. (DIv. 3 BEET A -Il 50LID SUBSTRATE 5/8'4x10' AB. IU 1'X2'X3A6' SQ STEEL RATE WASHERS • 4'•0' OO. (DIV.3 BEET A -I) EXCEPT AS NOTED CN S EARUALL SCHEDULE 1' MN. EMBED. 2) M BAR • TOP ▪ vER7. BAR • 12' a FULL HEIGHT O BALL (Div, 3 WEFT A -I/ 9 VERT. J•BAR W ac (DIv. 3 SWEET A -U •4 NOR/. BAR •10' (DIv. 3 SWEET A -I/ •4 2'oc •2'6' (DIv. 3 BEET d U TIGNTLI4E DAMP PROOFING ( DIv 1 SW AV 2' CLEAR (4) Y EAR CONT. (DN. 3 BEET A -U 50.10 51B5TR4TE 4' PERF. FT'G DRAIN W,FILIER (N N. 2 GRA VEL BED. (DIN. SWEET a•1/ TTP. EXTERIOR WALL CONSTRICTION. PER PLAN (DN.6 SWEET A -I) LOCATE BEATH. JONI • CO7"ILN MEMBER RM BOARD TTP. FLOOR FRAMING FER RAN (Dlv.6 91.EET A -I/ TREATED IRV SILL SEE •OUDATION DETAIL(5) 03300.00000.20 TTP. EXTERIOR WALL CONSTRICTION FER RAN (DN.6 BEET A•U LOCATE &REAMING JOM • COTT. MEMBER SOLID B LOCKING • RIM J0.1 • EXT. WALL IR7M LOAD BEAR. -TER R.424 TREATED MID SILL SEE FOUDATION DETAIL./ TTP. FLOOR FRAMING FER RAN fDIV. b SLEET 51.1/ 03300 - 00000.01 offloo /FOUNDATION CONNECTION L C DETAIL 8 3/4 *f 00110 - 03300- o6_T.N 34 06100-03300-01_141 JOB NO. TITLE SHEET D1 1 1/2 OO SOL*D V.TETI* 1'w7 10.:=7 4' 'SOL,Q7''tll- OC✓ING OV 12 9JProRTB TT<C:GR,thdG'G aT 4.CI4 LEDGER w/ - 2 ; RG1118 'QFI)/!' ' }AC+ BOLT$ AT7 ce TJI: 00, FEFRAPENG P.ER P LAN PC A21 . WALL C.ONDI GF POSTS •• 2 STORY .. EXCEED 4' M:I:EHfaTM SCAB W/ 2X4 EA SIPE Et (2'. GREATER •OEM THAN JOISTS) :: PW I6H L SCAPE GRADE :.. TOP CP PIER FLUSH: WITH FS. SUB 'GRADE (3 MELON FINISH LA,NDSCAPIING) ON SOLID SUBSTRATE "FRAME OVER WALL DETAIL 9 1av4�r -o SECTION 0 BEAM (NP) ROOF CCNSTRIC11OH SKYLIGHT` FLARE WELL DETAIL 3/4".1-Cr 0780040100 314 4' I I 1 11 i r 1. 1I II Y 11 !I I 1 ' , 1 1 ) 1 BALL STIOS BEYOND 1 1 -.I'I II II DEL Jet SEE PLm+ �s ( 1 1 SEE PLAN FOR TTP. RISE 4 RAN DS•EiSiaNS 1/4' PLYWOOD RISER INS FI M:0AM TREAD en4 EASE /N:0E4 ECTLIBTT, NM PER PLAN PROvIDE RANTING AS RFCOPrecED BY PFG. 2 2x STFEBEIES Tip. URO. CENTER STRNEER EEN 7 - 2x4' STROPAG MACK TYR NAIL WALL 611EPYERB,LLV (2) Kd TO WALL SECTS T •T•T•T•T •T •T• Y. 1 1i ITITHItdT®Ii GABLE END DETAIL TRTP1 PER ELEVATIONS 54P ELEVATION 2(4 SNw111Il FOR BADE • NAIL THRI NEOTHNG IEET Wd • OL. Tr., • 8E7tg11'oRT1 E.AF EL EXTEND 'b'' AEOVE BAIT. N:1i. OR 11' ABOVE BLOW WEL (TTP. RbOPCONSTp1UIGFU 2'P1R1.CLRFOR vENTNG HI '• 48' OLG. AT OUTSIDE FAF e UNO ON BEAR CE O uAAtl w.i BCFEDL4E HOLES wrn4 SCREEN (3) 4' 2' MH CLR FOR VH4TTh FE • 48' O.C. AT C mem FACE OF WALL WD ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (2) 2' • HOLES WTH SCREEN TYPICAL ROOF CCESTRJg7OU t'1W0194 i iTATdRTa almm!;TitT4BTWITBT0H /I1,•,/„0 TOP PLATE NAt PER SHEARWLL SCHEDULE BOTTOM PLATE NAL. PER SNEARIUALL SCHEDULE PANEL EDGE I FIELD NAILING FER SCeEDULE TJI UGCKNG TTP. TJI FLOOR CONSTRICTION TTP. WAIL CCNSTRCTION WTN WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER $HEARUALL SCHEDULE PANEL EDGE / FIELD NAILING FER $COEDLLE TA FLOOR JOISTS PER FLAN ALIGN TJI FLOOR JOIST W WALL TOP PLATE NAILING PER SHEAR AALL SCIEDU.E TTP. TJI FLOOR CONSTRICTION TYP. WALL CONSTRICTION WEN WALL SEA.. PER SCHEDULE NAL FLOOR SHEATWP THIS AREA WITH 10 d • 6 oc EDGES 10 d • WY oc. FELD BLOCK ALL EDGES 10d•6'oc PLYWOOD TO BLOCKING BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE PANEL EDGE 1 FELD NAILFG PER SCHEDULE TJI BLOCK!. BLOCK ALL EDGES PANEL EDGE I FIELD NAILING FER SCHEDULE TOP PLATE NAIL!. PER SHEAfieIl.Ll SCHEDULE TTP. WALL CGNSTRUCTIGN LEN MULL SHEATIOY PER SCHEDULE NAIL FLOOR SWATHING TIES AREA UAW 10 d•6' EDGES 10 d•U0' FIELD BLOCK ALL EDGES BOTTOM RATE NAILING PER SHEARUALL SCHEDULE PAEL EDGE I FELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER R AN TJI BLOCKING • ALL PANEL EDGES PANEL EDGE I FIELD NAILING PER SCHEDULE 10P ELATE NAILING PER SHEAMuLL ; CIEDULE TTP. WALL CONSTRUCTION WITH DULL SHEATHING PER SCHEDULE STANDARD SHEAR DETAILS & SCHEDULE NAL FLOOR SHEATH!. TINS AREA U. 10 d• 6'cc EDGES 10 d • IV oz. FELD BLOIX ALL EDGES TOP PLATE NAILING PER SHEAT:WALL SCHEDULE BOTTOM PLATE NAL RIG PER SHEARWALL SCHEDULE 10 d• b' oc. KYLLD. TO RIM JOIST / PANEL EDGE / FIELD NAIL. PER SCHEDULE TTP. EXTERIOR WALL CONSTRUCTION W WALL SEAN. PER SCHEDULE TTP. TJI FLOOR CC STRCTION 2.4 PANEL EDGE BLOCKING SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR L Oy PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS ( -_--PERPENDICULAR PERPENDICULAR TO FLOOR JOISTS O TO FLOOR JOISTS ® FOUNDATION 13 17070•oetro -le "� 3/4' =T-0' 17070-08170-07 ` � 3/4'=i-0' 1707° ° of 1 3/4'4-0' 17070-03300-01 + + TOP PLATE NAILING PER SHEAT:WU SCHEDULE BOTTOM PLATE NAIL. FER SEAWALL SCHEDULE 10 d • b' oc. PLYUD. TO RIM JOIST PANEL EDGE I FIELD MAILING PER SCHEDULE TTP. EXTERIOR WALL CONSTRUCTION LOTH 1WILL SHEATHING FER SCHEDULE TTP. TJI FLOOR CONSTRUCT. 2,44 PANEL EDGE BLOCKING TTP. WALL CONSTRUCT. WEN WALL SWATHING PER SCHEDULE TTP. TA FLOOR CONSTRICTION BOTTOM ELATE NAILING FER SHEARIWLL SCHEDULE 10 d NAIL• 6' ac. PLTUD. TO RIM JOIST PANEL EDGE I FIELD NAILING PER SCHEDULE d NAL • 6' oc. PLIED. TO TA BLOCK. TGP PLATE NAILING PER SHEAR , SCHEDULE TTP WALL CONSTRICTION LOTH WALL SHEATHING PER SCHEDULE SHEAR WALL TYPICAL WALL CONSTRCT. LOTH WALL SWEATING PER SCHEDULE TTP. TJI FLOOR CONSTRCT. BOTTOM PLATE NAILING PER SHEAR., SCHEDULE TOP PLATE NAL. PER SHEARU4LL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH DETAILS FOR FOUNDATION COOITICNS TYPICAL WALL CO0TRCTiQ1 WTN WALL SHEATHING PER SCHEDULE TTP. TJI FLOOR CONSTRCT. EOTTOn PLATE NAIL. FER SHEARUALL SCHEDULE TOP PLATE NAILING FER SEAWALL SCHEDULE ANCHOR BOLT PER SCHEDULE 5EE ARCH. DETAILS FOR FOUDATIO1 CGv�Ti SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PARALLEL 1Q PARALLEL TO FLOOR JOISTS � � + °PARALLEL TO FLOOR JOISTS OTO FLOOR JOISTS ® FOUNDATION 6 3/4'=f -0' rmm 00170 - 02 + 3/4 - 4-0' 800 + TTP. TJI FLOOR CONSTRICTIQ) TYP. EXTERIOR WALL CONSTRICT. WITH WALL SHEATHING FER SCHEDULE Donal PLATE NAILING PER SHEARIIALL SCHEDULE TOP PLATE NAIL. PER SHEARWALL SCHEDULE CRIPPLE WALL (Div. 64 SHEATH CRIPPLE WALL SAME 45 SHEAR HALL ABOVE SEE ARCH DETAILS FOR FOWDATIOI CONDITIONS SHEAR WALL PERPENDICULAR O TO FLOOR JOIST — OFFSET CONDITION -CANTILEVERED FLOOR JOIST ° SHEAR WALL ® CRIPPLE WALL 3/4' =f-0* 17010. 08170.09 3/4' =f-0' Tro7o oeno - 3/4' =1 07010- 03300 -03 1 1 CRIPPLE WALL 4D1v. 61 SHEATHE. PER SCHEDULE PANEL EDGE I FIELD NAIL NG PER SCHEDULE ANCHOR BOLT PER SHEAR ALL SCHEDULE (1) '4 BAR COLT. (DIV. 3) SHEAR WALL PARALLEL L O TO FLOOR JOIST - OFFSET CONDITION L °� SHEAR WALL HOLDOWN O® CRIPPLE WALL - INTERIOR 3/4':1 07010.0017800 0 0 3/4W - 0%700017824 f 3/4 =f-0 19000 - 08308 -04 NOTE ALL 0 OR ON THIS SHEET 15 NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WTN PLANE. co L(� C w 0 V • E LL 0 x 1— 0) CD s i w A5 m Er OFETUKWLA PEPMMT CENTES TITLE JOB NQ SHEET S1 TJI JOIST DETAILS • PERy1,444 HOLDOWN:STRAP'AT'PLOORS... 2:44 PLAT ISLOCY.ING 144IL STRAP kU/ CO.PI1C44 • V 0.. stripsori c$le stop - LOttl, LAP 4' oC,ITO_ waia. REM akir, Nop_ U14 CAPtiON 4• or. DRAG STRUT CONNECTION 3/4447 2z BARGE 4 ba TRIM F. FLAN SEE ELEVATION STRAP FER FLAN .H tnAt i v+:44 ,. FE fki • TO 'MATCH WEAR- WALL NAILNG BEI-02 2Xt2 WIN 1.1 TO MATCN SNEARUIALL NAILING BEI_Cel pay ToRptAtE PANEL EDGE Frau, L1 PER SCUEDULE trp, WALL CONSTRUCTION OATH WAIL SHEATHING FM SG4EOULE (2) 1ST Eacws1p..44. PLATE 611•AP PER FLAt TItlEERSTRAND IA_ R31 • PANEL - EDGE 4 FIELD RAU. TTP EX110,1OR LIAO/L CONSTRUCTION ut tUALL SPEATNPWIPEIR SO-EOUIE TJI FLOOR COt4STfaUCTIOt4 - . INTERIOR SHEARWALL TO ROOF COND. (DHOLDOWN STRAP FLOORS • 3/4•1-0• 17000 3/4=147