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HomeMy WebLinkAboutPermit D02-119 - FOSTERVIEW ESTATES - LOT 18 T _ t I P h 1111 F 0 f a) 1 . v m o ;Ci w j 00 m c� CA ;12 I • m m 0 z I I r t s w ( .7] NOTICE: DOCUMENT THIS FRAME LESS CLEAR THA g ° ' f T HIS N T THE ICE IT IS DUE TO THE IN QUALITY OF IS THE DOCUMENT. ' G i ? > -i I • ► . '.{. / -- _ -- _ _ _� _ . . ..\ . ... '..) � '� +∎ , � C ityof T ukwila M Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 . PERMIT CONDITIONS . z Parcel No.: 2612000180 Permit Number: D02 -119 \., w .Address: 4262 S 137 PL TUKW Status: ISSUED c ' 44. City of 1 ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 interfere with other vehicle movement z or cause trucks to travel over curbs. All vehicles must make a complete stop prior to entering public right -of -way. 19: Any material spilled onto any street shall be cleaned up immediately. ,F— Z 20: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to oe 2 the Inspector for 6 prior approval. U O 21: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be N W a maximum of 15 %. Turning radii i shall be a minimum of 5'. N LL 22: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. '. w 0 23: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. Qa 24: CONTRACTOR SHALL FOLLOW ALL THE RECOMMENDATIONS OF MAY 12, 2000 FOSTERVIEW ESTATES SUMMARY oc -73 REPORT PREPARED BY TERRA ASSOCITATES WITH AND ANY SUBSEQUENT N REPORTS = w AND ALL CONDITIONS OF FOSTERVIEW ESTATES PLAT L99 -0018; SEE SHEET 4 OF 4 WHICH IS ATTACHED AND MADE PART OF THIS PERMIT. ? F' THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN W tst ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL n p. RECOMMENDATIONS. to 0F_- W I — --- I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. �j Z F. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws p I— regulating constrltion or the performance of work. Z. Signature: • : �2 �_�1r agirCh � Date: ry Print Name: ; ll t Ot i d • { Y Kt , tii rya„ .,'ter r4" doc: Conditions D02 -119 Printed: 06 -21 -2002 nr' 1at I? �t r - , ,..., .. .` \ • t :: ) _ _ Cit y of Thkwila Igoe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 F-= Z , • ■ iy ' P,?.'..;;;:„-T.,;',.., • •,+�4. I, doc: Devperm 002 -119 Printed: 06 -21 -2002 ," ~b — ■ . -"VI - -� r , - s � W ir "t�'ss CITY OF TU' " WNILA - -4 R STAFF USE ONLY s l ,) d'. Permit Center • Project Number: et , = 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 1908 (206) 431 - 3670 Permit Number: Oar^ - " 1 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: Value of Construction: G: _ 1. 4- : J `or. l8 Site Address: ii;tipa City State /Zip: Tax Parcel Number: • 'y' j an hf 73777.• PG Zbi2.00- 0/90 Property Owner: Phone: Street Address: City State /Zip: Fax #: Po SOX 5 4vten' AM 990247 liL-r PI 57 Contractor: Phone: 1.r 1L L< A/ / L 1 i1.. , 61. /Mo✓& Street Address: City State /Zip: Fax It: Move f16o4/E , Architect: Phone: M; ,9•u40- /rr:7f A 4 64 67747 Street Address: City State /Zip: Fax #: /43// 5( Seturvot w.e 98ac .05 6* 67/8 Engineer: Phone: . 6:4 T,Fr e Assoc. 445 77, 6 Z/4.. Street Address: ME suiR D City State /Zip: Fax #: Z 4:53o - 7Lrki AWE kJ 0,41/40nlas WA 98024 '/z•r 771 of3 z Contact Person: Phone: tY lu Kl` e ♦4. ',sal , A At/$t ve Street Address: City State /Zip: Fax #: g6BVE 4 Yii rn o • Description of work to be done: UJ H N6 I J ;F Fib, 09A & 7(44/ g2�Z' - ,06, 0 w 0 O Type of work: New Single- Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single - Family Residence CI Residential Accessory Structure" u- J CO ❑ Remodel /Addition to Accessory Structure a Garage(s) = 0 ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof I— _ Zf_. Is this site served by: a Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Z o Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) UJ sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck U 0 w Proposed New Square Footage: 7(9 sq. ft. Dwelling ' %i., sq. ft. Covered Deck(s) 0 F 1 4 i '' sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 0 sq. ft. Uncovered Deck W U . Floor Area Ratio: (total floor area of all structures divided by the area of the lot) O 'For an Accessory dwelling, provide the following: W Z Lot area Floor area of principal dwelling Floor area of accessory dwelling U 0 Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Z I APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ti ❑ Channelization /Striping Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault)ft: Size(s): ❑ Flood Control Zone Hauling Land Altering: 0 Cut 100 cubic yds. (X Fill ! OCcubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public a Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- 1 viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. r.''-''';;').:,k,',.;', ` Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- i;0':' ,, . : , i pire by limitation. The building applicant upon .,,, .:: .:. g official may extend the time for action b Y the PP licant fora period not exceeding 180 days Y P on t; i 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. e: ;;' #' , Date application accepted: Date application expires: Application (initials) PP A tion taken b P (t!0 C G'O Z 11'6 .-- 4a l 1 ' ,. 7 - �.. PLEASE SIGN BACK OF APPLICATION FORM i -' = , ` 1a,,... L;''!- SFPERMIT.DOC 2/13/97 . !'1i: Flr.t , sx.,..xrwe..,,..nou...t.r .,„... a+„ K[ e? ovtAmo fr* womos .o.7G .. -, -., . --"- — .vr..—,- „..a- ..” ,,. ........ «..... ., ti.., , :tm.t- :,: o ee7P,,e0,4,,h4P,y ALL SINGLE - FAMILY RESIDENT! 'EMIT APPLICATIONS MUST BE MITTED WITH THE IOLLOWINQ: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED'BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED El ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. 4� ❑ ❑ Certificate'of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. El ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ El 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 lie 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. • 5. B'ttilding setback from property lines. Any proposed or_existing easements must be shown on plan. z 6. Public Works review requires the following on site plan: driveway, location (10' min., 20' max. width), \ = 1- show proposed and existing power, power, and sewer lines, existing storm drainage system, w downspouts and foundation drains, and where drains tie -in. ce 2 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). S o 0 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. w w 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. u) 11. Identify location and size of significant tree's that are located in sensitive areas and.buffers or the 0 shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 2 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the g high water mark. U) D 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form = w H -9). Z = I.. ❑ ❑ Foundation plan and details Z O ❑ ❑ Floor plan S uj ❑ ❑ Roof plan v o ❑ ❑ Building elevations (all views) o - ❑ ❑ Building height tu v ❑ ❑ Building cross - section 0 ❑ ❑ Structural framing plans and details necessary to completely describe construction El z co ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available H 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). El ❑ 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. ❑ El 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 floa Contractor Registration". 4 - Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and ;11 `:;` 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 BUILDING OWNER OR AUTHORIZED AGENT: lr - Signature: ' ' Date: Print name: Phone: Fax #: Address: City/State/Zip: SI'1'CRMIT.UOC 2/13/97 '•� : ;I (),,} ' } 7 .1.L) I ; ; i G.,L , 1 . 1, :i r doc: Receipt Printed: 05 -06 -2002 � �' ■ '1 _ rr • - x.s.. , 8. !! City of Tukwila ., 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , . Z \ i-Z RECEIPT re tu W co H I O F- Z ACCOUNT ITEM LIST: , Description Account Code • • Current Pmts .. BUILDING - RES 000/322.100 1,699.35 INSP FEE - STORM DRAIN 412/342.400 15.00 INSP FEE - UTILITY 000/342.400 15.00 . LAND ALTERING PERMIT FEE 000/322.100 54.50 ' ' ! LAND ALTERING PLAN CHECK 000/345.830 37.50 PLAN CHECK - RES 000/345.830 76.44 PLAN CHECK - UTILITY 000/345.830 20.00 . STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,922.29 (;rte a:v.; ■ . {; } "f';` i t.} T._ti I °)i. ?r,' ,i.t': l.: ri p. •p, '', doc: Receipt Printed: 06 -20 -2002 ° { ' < .. � �__.:. .N..�..... ant �. ■ . .•\ ..• ..... • , h 'ri.F7., ,- t 1„,..,...e,i ,. ::-.. . r' ■ ■ -',,'-`;;, , .... - , ,,,,„4,,,,.„,.,..., ,....„....,,, 1 Nr , 4, 4!,,,,. . , 7., ,.. -1, 1' - • . ??;1.''':iLk Inspector: Ik Date [=I , V .3 4 I :.gitI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be , - t paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . , Receipt No.: Date: j.: ■; ki:.:........14.... . - _ ... 4 . ':./ , 2, •.,.: .;.:-; " \:., :' -7.,;':;,'' : ;•''.4: ■: t,4 . ';■■■ '' 'F';'' ' t.' , 1 1' .'1 ',. 1,...V. 14 • , : r.,_ piaMatittintilltegMENISSAMMESIMIgantleann .. ,., Z + =1-= ill C4 2 ;V INSPECTION RECORD , )• w = J I I Retain a co py with p ermit t O - I t 1.- INSPECTION NO. PERMI ; o iF i M.. rn Cis , 547.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ;I . . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1;�r, ,, Receipt No.: Date:, :• : 3! . . .. , ,. +:.., 'i . > - '' 4, 36b,c.rrti; +' a ir, 10,;ry:`!i e;,. r;,' .... ,.,t'. ,s.ih., ' ■ . • --...7/ l .I.- — — '-- ...---- . x.,_, . ... ' Z , 1 1,- • J— Z u, CG . g IF ••• —* —1 0 • • 00 r: ---) INSPECTION RECORD co 0 .. w u, Dt.-4.-- It t Lu . INSPECTION NO. Retain a copy with permit PERMIT NO. . —I 0 Li- uj 0 CITY OF TUKWILA BUILDING DIVISION 2 1 n 1 . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 u. < I Project: • Type of Inspection: ; 1 RD;-rseL\I taw .5i7'rkiV-7 P rk..,-Q (.2 3 uj I Address: Date Called: 1/ IT. Z IT. I— 0 Special Instructions: ) - Date Wanted: a.m. . . . Z I-- .. 0 11 p.m. WW Requester: _, / A 2 D . 'C 6 col i - o c 0 co ' Phone No: 0 • 0 I— WW x 0 ['Approved per applicable codes. El Corrections required prior to approval. Im COMMENTS: Z tii 0 0 -,..„ - . 0 1- z 6 /I --. ki64 9 Q.),...4_, ,. [ LA Vico/ 0 ...c tr1/4.,k4 ,,,e A . \ I a. V) (41 ,f t A. 4 ( 1 „t-e--- t S. ■ , 1 . , 1 I/I (41b 7 9-0..._ 0A AA-0i (-011■ tri "f"\-A..--c--V Ort...6 (1 6-3 (4. . t r 1 . ) 1 i , ;14,041 1 , ' '•„+', wh‘ .:,%•.!.,...'. <A, 1 -,-,014s97ti .,,,;,, Inspector: Date: . , , , ,,, 4 , .,,,A it:'\;– ( 1 \J ( Gibly ips-laz:w— - •;,3 - ' El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Mi;ii!MY reVeVA F:1 , Ijiisiglii: , Receipt No.: Date: „ g i , , . trrPlo , . c ,, L ,-1t„ s, ' 4 V ,, ie! ,- - mil -Cr- - - -.C1 ti Z • \ , _ r- CC i J U 1 i-,, Lin . INSPECTION RECORD ° Pn - //( to si Retain a copy with permit C / p� J H I INSPECTION NO. PERMIT NO. . CD u. 1 CITY OF TUKWILA BUILDING DIVISION W w O }} 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 (206)431 -3670 2 J I P o'ect: GA Type o7 pection: U. Q r orV,f)'i/ /1 = d Address: Date Called F . W S Instructions: Date Wanted: a.m. I— O • P.m. Z I Requ ter: w W 194767 d U ° Phone Ma; _ , -%0-67(f)64/ ..: W w _ . !, Approved per applicable codes. 0 Corrections required prior to approval. I— p L O COMMENTS: Z iii U _ H = 1 . I I f i I ,4,,A;',. y ., Inspector: Date V/ ii...) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be f a cM.ij I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.. Date i G'' .. ::a- .�d il:.:.�L! :. r . :P 'G7 ". r 4fG ' y 41<4u0,. � rL.A..S:7xfi,:llylli <zi'.,,.. ::;(4.''orP,.eF(S , . , - . - .- '''t-Ci — - "GI ... ,. ..\ ... .... ) Z < 1-: 1, tu re 2 D i ; ' ■ • _i 0 , 0 0 CO 0 ' . 1 INSPECTION R 1- ECORD --, • , Oor //' 10 0 LU LU I , . Retain a copy with permit 1 INSPECTION NO. .. PERMIT NO. Nti , iv 0 1 - CITY OF TUKWILA BUILDING DIVISION ' 2 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Liti i i20M31-3 7 • L I ' i e Prpjectt 4 J„ , Tycig of Inspectiow_j_ M co I 1 Oft/IN 5 -- kA-144<pac1 i Adplir_eas:„. ' 1 Z(OZ 5. ta pi L_ . Date Called: ' I / 1 y s7 1 U P7 A 2 .. .. 17 U • I... W Z 1.■ , I 0 i Special Instr, ,/ uctions: ,- Date Wanted: Z I— • i 0 2-q62- .rn ) ILI 111 2 D Requestqr: t/ok.-1-ad . , 0 u) .. ' phpne,..2._ 6....z.,04, . f , 1 ill ui • .. , 1 I I— r - pproved per applicable codes. 0 Corrections required prior to approval. . Li. r - - 0 7 ; al Z COMMENTS: .. ........... . , .,— – ' 'i W c.) . , I= I .-., 0 z ! •• 1 ‘ ■ a ‘ 1 • . • V 1 . ? • ,, :1' • . . • ••• . '• • .•■ .,. 1 • . — ■ 1 .. * \ '• '•7': 7 :. ': •• : 1 ' , • I ': • ',1 Y '." 4 s \ . r r ,,,„t.r.- r g• ■ , Zi2.4 pal I ■ ,,, ■ 1 ,I ;,'11r.7,,,I•v,r,f.'j ' ;',' i. I - eR eliv a tr. , , ... !- 'Kw r 4,r',.'•-", 1 Inspectdr:5 Date: 5 c1. .. L 02 orre1,4N..,..ri i 1 . . qm,kqir;44. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be - Mit . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , , 1 Receipt No.: Date: , ' ..,,,.,.3,.. , , 1.1.Li',13 Ct" I, .:.........,, . '''—''-'' '"* '''' .''''' '('' ''' ''' 2 '`."i' ' ' - • : - ' . ., ,,,..-.., ., ,.: :, , .:: ,,,.., Ijni44kr , V,. =fs .-;.' V.el to 11,: l 0,J , ' ,-,_ e • -' - . -,_c, . \ . ' , Z 1 1 \.. J— 6 re 2 *-:. ... — . 0 o 1 ):2 FA N 7 ,., . • ; .., , • . . ! . , I , . . , . . ,...._... i . , fr.'i:-,--4,;i1.:,v I ( 1 . ' ,A 4 laWitr 4 Ins ect : %M /1 / 0}:t, / 6 *. 3 - cr ,t,-....,,,„ ••, . iticivNA 0 $ . 0 REINSPECTION EE REQUIRED. P or to inspection, fee must be . p i at 6300 Southcente Blvd., Suite 100. _all to schedule reinspection. ,. Receipt No.: Date: • ' 4'1.'4 2'i■FiZ '''''r■ ... e L .1,44..........` 7 V . +.‘• 1 A; V , 44,c,',4,14::ti. 5 4.;;;.V4: .,,, VI • • - \ C. f ■ t ' F- T -' '- .. . . \ . . • ... • Z \,,, I... Z Ili re 2 D 0 0 CO : f '•''' " 2 :- • ;' . . ' INSPECTION W i ',..P:" . - " Retain a copy with permit 0 I_ 1;': ::.' -., '.-: ' INSPECTION NO. PERMIT NO. i 0 - , k ' . CITY OF TUKWILA BUILDING DIVISION f Aill 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 . g :J u.. < . Type of Imspecti. co n ' 05-it if - 4 0 t- / r .±. a I iii , Date 5altd:/ X ..'1'.k P : ::' • l'-i2&' P? 67 / ? .7 ' L. )g lo 2---- z 1 .- ' ) , . . 1 . , • „, , ' ! 4' . "=' k :s . I El kTi '1 . : '' '' , : , ' ' ''.',,,. .."' , ' ■`.,,k;'j....'f.';:gri'll, inspector 2 Date: i Agl - r;:'."' ' e''. ' • :— .c. ---- -.C?Ait , ./ 1 1` • 6.7 ,„.„:„.., „i2.----4.-- !, i ,,:,.,,,, , o ,,,, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ' , ,- ."--" paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t ; : Receipt No.: 'Date: ' `:; , . '' c;.:::;..-.... '''' .. ' • ; r z \ 1 ' L ii Z W U 7;:`-',,,,',", t 0 0 N c INSPECTION REC N ILI i t - n /0 R eta in a copy with permit It 05 ^ N LL ",. INSPECTION NO PERMIT NO — 0 CITY ,OF TUKWILA BUILDING DIVISION . ' ■ --■ 4 .. / ' , ■ w • . 1 - . ) Z < • \ .• I I I ' ,I■ Z 6 m _. 0 . . 00 , ,. . .. . , RECORD D ) co u, - / - w i - Retain a copy with permit 7 9 -- P ' • INSPECTION NO. ' • PERMIT N \,i u) u_ , 2 ' CITY OF TUKWILA BUILDING DIVISION .4;:' . 6300 Southcenter Blvd.,,#100, Tukwila, WA 98188 p . (206)431-3670 ?t,-... oject: . e : 517 -t e ITyoi of nspect01 C. _ 62‘1,4-/OCCI Illekti 6 ' - i ic coDo Date Called: bi / 57-/k j 1 1 v.4.- ..... z , Special Instructions: Date Wanted: i 0 / /02..... P. ,..,61 I— 0 , 7. i •-,-: ' , , - -,':. LO. Requester: / / / • m. . Z I— LI! al 2 D ---1 tt.H/15-& 7(ct 0 a ic=,:: • ' ' ' : ; Phone z, ,--.-: . :• :. - . , - .::-: y ;5* 3.30 960q 0 , „ • - , .../ ''„ " ., ,.. „ sat uj • ‘i 1 0 1:;:',-;:: ' r r A pproved per applicable codes. El Corrections required prior to approval. , I— 7. Ir" COMMENTS - : • . ., UJ Fi ! I 1 1 _ ,-, . ,.., : ...,-;„:,.',.:-, . ... . - ' •.-'. z • - • . , .. : i I ; • 1 ■ . . '-.. ti e ' 71' : :• . , ., ' ': : ( .- ,..- I ,.,; ,.. ....., ,,,,,....h...„--, ' - $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be tro,,,Oaco .-• : • rig* paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Et.,.'fr f Receipt No.: Date: ' I • . . '; 3 '..";:•] I: ; A ... - . l , Or ____ . -.47 ./ •••- . - , ;."- " ..."-- • . .".\ z < . I 1-• \,, . , F - Z CL I •• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 1 5 u.. a , --,,,,- . , Prolg.c.t: /.... Type Inspection: W ), Z ; I Crl- lit e4A) /--i2,1 /14 IA) i - W '., • ' Address: Date Called: 1 i I/ .2 G 2 '$"-, L3 - 7 Pi. / 0 /, o /o 2_ z I._ 1- 0 Special Instructions: . 4.07-it Date Wanted: a.m. : Z 1- • /0 0 ii,.i /(: 7 P.m• • LIJ uj 2 n Requester: D Q .....51? D 7-7 c u) .... . , — ;74: . .- -. ; : ' ' , Phone No: 0 0 1-- -., Ce - .-'.. , . /9/* 1 /-7/ 2 - 3 .3 7 4 O9 Ill a j . I 0 I- 1::: ,? . - -1: Approved 'pee applicable codes. laccirrections required prior to approval. P- 0 ..,.. , ..';:: ,,.. COMMENTS: 1 ) . i . 1 , e ...: Z Lu c ) _U) -,,, -. :: - :- , . I. in In I- 0 , Z ''''''' .. - e V"\-r V V\ e44 - e, \r)\ ocVk hi 0,s 4 r , • '...q"'is"1; ', . (.•-k-6, ' M 1 0\ ! ''.1 ,' . : - .'" & . Tr 0 \Ile\ 0 1-, \ \ rANim( 4 1-- ci kesv-e , , Q,.:.. . :, . „- ," ,—\._ '' ',-, \ 1 i .. ;i:::- : .. ' : r I r bkock4_ -VkpirPci u)o V\ rk-i- . . , 1 •;-!;,. : ..• . .§r-i r 5 1 ,...\ )oc 4) v‘i at 10 --, .. , 1 . ' ow ,... '-'. '. - 1 t \ \,) \ ri VPV1-1 (ni i !4:' , . , I :" - 5,) 'row . (14:. \p r ■ il t - \--c, 4 uv\ A r 1 i tivl 1 , - , ,... " ;. " '. - • . .1'7 1 (DV` likAGOA -01061e {Eli E2 '&:. ,,;: 1 . ' ria 111.1' 1.ii Inspector: Date: 1 r‘ , 1 1 CL , . 3 e cejv a r 7 -I. Fi $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be r . t-i,4:1 ' 1"...'j paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i E..itA Receipt No.: Date: : ... A: ..., 2. .. 41 , l i,5 .,_ ).. ,.: r - -- . - f - .s4.SE.., (cea,/ I©s _\ a Lc) D / (/t //#j g r-S (.6 ASffti/N- j iA --- T ! Ai� r L../ / U i f .ts F iYJ -4 % , ' f ` ; f , ..,, 0 fi 7 i SS / AJ ''O A 0 p,g@e(2 5 5 =, �� , v.2 4 -/ // Gr (A/0 & - RI s i be') 1C-Gtionligir) ,:.,.-77,..”.nim6 . In %c • r: Date: ; ct� u.t,�,s , — c.. • / G.� / �..-4 I 0 -- / / —` c3�',,,_ = "'� Y � ; ` l $47.00 REINSPECT! N FEE REQUIRE r ior to inspection, fee must be z ;,, ; i i• ti 's � foo E paid at 6300 Southc nter Blvd., Suite 1 0. Call to schedule reinspection. f • Receipt No.: Date: 1 I; Op i • "-mot; � �L�.Si e 7i :# c r )44.110 . y ,w4.44'+`c.:f •,s„w:,$« '} s'r4:::: *ik..;t ∎t," ,,, '-',,,..0 ' 1 ...■■ , S. -al' 7 .1 _ ...- .. ,_ . s. ■ . • , Z ■ 1 1 \, W CITY OF TUKWILA BUILDING DIVISION , • , 2 g n 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 u.. < ., co — 0 Pro'ect: Type of Inspection: -'¼J S) ,:, I Address: t , Date called: / i Z 1... 1 415 9 2.10 1- C 07 i r k , 9/ jz._ Special instructions: Date wanted: / a.m. .. W q / it/07. P.m. 2 D Requester / L-t 1 5c-6117 -rkwc_o , ..... 0 co — C1 I— . Phone: — t W 19 ui I I— 0 r - n Approved per applicable codes. 0 Corrections required prior to approval. L I 0 1' OMMENTS: 0 (0 0 ' Z V .. 's ' S D li ( ild 5 C ( rfi. C CflSLA (9 - tb S b NA W561/49. ib 11 " 1» ( a Al'ej '- h 0 l l.' - ' 4 ■ • \ I , F... ceA,..... 1 o..4..t. t.x.".A. (..,Ik b ., . ,. N.u-.1 c(fult. , 4.4 ( 6 pHs.% 1 ciA-1,.•,) - r cd),40,7", ( j) 1.‘\p, c \kii Le' . , . "'tet-• (t ti.r4,56 5.tAp44.. (-6T i Li 2k co .. , . . • 1. , ST i) 26)67 )4fLo • — N. x) -€1,152-4 - k-2) <)._a (AAL, ,... t i 2 ti ll qiit1 9 so--/-rz- w-4-1 0t &f-- cD 1 -11, _.. (14 (AAA., 1 I k i k u . L- , /-3 — t - 1% 4 k_ Oh■ u.e,Ajt 4424 . ?......ki.„.„1 cCP S(-1 Cl 1 1 1 "- LAAIL-44\- 61y" C1 Ou-e-T.) i f :1:13:'I`• '”'t''',,.':;(..',,l'.1'';'.:,1‘'''''.1.';;;4\4.•:'1%.'"'-''''41H:lr'.1.4:4:::474:74',:.'!ili':}.°;''''..t'll; . Inspector: 60 Date: , cfii/a Ei $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: '. ' r ' ' ' . ' ' . '' '...t. *1.4 `. Y 444,41{iA+04071.rte PO, {... 44, f i , :, , ■■■••■•■•■■■■•■••• ' ._ ' re 2 , 111111 6 D ; - Ait W41 I TI NSPECON RECORD u) o , Retain a copy with permit lairial tV'' LIJ i INSPECTION NO. PE O' 0 t CITY OF TUKWILA BUILDING DIVISION .i: • w o 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (20.)431-3670 2 1.‘ 1 P ject: _ , I b , Type of Inspection : Os-rik VIPI.J'I-C/ g /- 5/-„-,---. (j // u_ - , - (.0 — a , q • 391-91s& s /3 7 PL. Date Cae /, .. ' I I— ILI I ri;.;. Special Instructions: Date Want d: / Z I— q cp(oq A. Requester: W uj 5 - 6 c 1 2 D D Ca Pho9e1No;.,, 1 0 U) D ' (- 76 , 1),I o — 11J u j Approved per applicable codes. OCorrections required prior to approval. . z ., . u. 17-- "4.;. . COMMENTS: — 0 Z , . . ai C.) 2. — x I-- I-- i 0 Z - , , . . , • , . i . „, p--1 . ..!---, .,-Y,'' i t . .' .. ' Eii 11'01 , , 7 . Inspector: 6 Date: -1._ 6 - V) 2 ,.,----? i f„. 0 $47.0 EINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid at 300 Southcenter Blvd I ttgq,e t ., Suite 100 Call to schedule reinspection . . *4,. , t. Receipt No Date: 1 ti*-123 6T (!.. , ."7 ,- ,4 \:46.4.1 ;44:I — ,.: p. i :if . j : ,. .. , , , ,, s - y,„1:4...„1 1- :, ':; a. It.' ,, 4 ' ' 4 ' '' ..," : . ' ' `-:.‘,'`.... ' ..:`,. ' ; - _ • .. .' ' . VI. atiall ''',. .0041.1.,;.s.,i,,,A,(4.,A,-;; "A, ', „V. ij,t.• i'4 . ., 7'4 J ,, ne Set , 5 ,.. ' ■•••■•■■••■■••■•■■•■••■ . ',. 4./ ' . , - ..-- _ -- k,r - -vi ,r ) Z \. til \ _ , . . , 6 s ----. -J 0 INSPECTION RECORD , 0 0 t,,,: , Retain a Copy with permit 0, - // u) al w i -J 1— t" 1 ' INSPEC ION NO. PERMIII,19 ,::' ' ' U) LL, kl - CITY OF TUKWILA BUILDING DIVISION 'Av . 4 s u j tk ;. 0 L: 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 . g =1 E- ' • • _ Proiect. . Tyne of Inspection:I Lt. < C • . ' Fo -. D. a / 0 7L- 4 EY /— S 11 eCti k ( fl( n r . Addr S ess* ali I ' 1/ Lo tt • in ,P Date Cedi 4 --)70291.or? i z I ._ , . v:, Special Instructions: Date V's/Anifd_ / Cm '' ., I— 0 / Oa? P.m. • . 1 Z I— LIJ al Requesitev') I 2 D K::, , • . e r y I U) 0 — 7 2 25 1si°—: ' 3-30 ' 96 Oki i : : . --: - ' .:: , ::'.1"' • , . 1 ID j u . I 0 ..; ::' :.. • El Approved per applicable codes. Corrections required prior to approval. F- N .. : :,..; ,..,.- .-- -• LoMMENTS. • , L I 0 Z , lii * 3 CO 0 -_- fe 1 t ( “ ) ' . . .• ( In, (2)) CSI t 36 p hAr 1 i- .i:.: ..- : . : .. ' ) ( - 30 S4 rup 5 ak+ z ( 2 _ c S 1 i P 4 ' 0 T ' 1\0 0 .s rn IA - IA VI I& 4,.... .,'. ,. . .2 ). 0 .' , - - A , ..>1r Iv\ 1 55 I VNP . ta.4 r 1 s JP 5.:''': - LUCA k c i • ,.....,,- ) .... . , .„... , .1 K : ; (-). I ....: . k b • 0 ,1 .. v:. ... , f b t i Sidi -V f011x.4 •, I • , it • , . 9 q VA c , (-_-)v \ k , rionerS 1 i i , r . 9 a n ...Q._ k okjse Thi 3 • _ . .. ,A , ;.':.. Y\c. f\c \-/ Tor \vsfecl i 0 )”, A..,,,,,,,-0,:,,, ,,, r -- ( --kiN t . , . , ..: ...:,..,.......:;,:-.0,..,, 4 , it.n..r.--,•41,-,,,,,,,,,-;,, 0- Inspect° Ai . Date: 9 -3-c/2 ',',.'• ::. ' ., f' triim.,.,..r,vm ' 0 inspection, 447.00 REINSPECTION FEE REQUIRED. Prior to it fee must be p a t ! ' litf.;i:4,dip, , 4 - ■kr.$ • ?Yr- *11. . ;''..i: , ' paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f ,.„A '• • Receipt No Date: . !.,' , S .)/1.7,1.7:::-.,,,,,..,, . , ,,....,.. . V.,''; 1.1 ,.. . . '--:St- • , • , .. :, ,, S. "i' '!:. •ik . ,,.!..:4.... • .„: :, --..,,,„_,,Is.,,,_.., :,,,,,,: .;,,,,,: ,....,, ,.,.,‘. ,,.•,,-- &..f....,:,..,„,..::.. ., .th,,,,„,,,,,,, gi;,in".?::41 t: k , ,i,! . ....■•,,,i;,;,1;,..:i . , ^ . , , , „. , , , . , ' ■ ,, I ,......_________ . —.VI . - _ - r r , _ . ..._. :` ' Z ti , $ �. 1-- Ill ' U O yr;; '' , !n Il1J r. ;;; INSPECTION RECORD r tin e/7 ,/ J ..,,.i; ;:, R etain a copy with permi w O "" • • • INSPECTION NO. 0 ! PERMIT NO. ` s` ;: CITY OF TUKWILA BUILDING DIVISION I � a Q K': . 6300 Southcenter Blvd #100, Tukwila, WA 98188 (206)431 -3670 4., ti • t;' Typ o f Inspection d ; drels � Date called: .Z Z f` I ".d" - j I CS- I-0 , 1~s,,,- S pec i a l i nstructions: Dateante_ A /. a.m. W W t 1:171 '` Re ester] . , �/ U co • \ • ' Z \ I- Z - , . "A.. r 1 . ' i • ... ! \ NI 4 t Z . • \. I r- ,1— Z r 6 1a- 3 I -J 0 t , , ...,1 . . .. r , ,.•.:.::::: : :,, *, ' i , ' !,111 L 00 , 4110 : , 1 X . •• ; .: .-<. -. ; .'' ::, Ai ., :ic , • " . u.1 i I INSPECTION RECORD bc9 2 — d 7 - I ,.., Retain a copy with permit s 1 INSPECTION NO # , PERMIT NO. .- ;:4 uj 0 CITY OF TUKWILA BUILDING DIVISION . ,,, i - : g =I ., 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 $ , I (0 .....- a Project: Type of Inspection: ■ I... W 7/7 we -: . Z c . J ie / ld . '';',-//' / , 2 I i • Address: Date called: / . :•• 1 4 72 2 /3,7 / 0 2 '3-0 2- . - • . ..'.;,:-: I- o Z I— I Special instructions: Date wanted: rgaii: 1 : . , 11.'. al ui ? V --0 0 . • '. `1375 . '' ' ';I' .....2 D . -J Ci Requester: . • -, .. •.' '..f..' 0 in vo +.7e 4/ 0 „ .0 /-• , I Phone . : • ' '• ': '';':' W 1,1 ..--/2 .5 - :,_.. -.1 /F-2 ,.• 7 7 . . : ; • . - ::,.. •-r• ma a- 0 Approved r - per applicable codes. n Corrections required prior to approval. ' --..' 12- ; .:......:.X. 1.1.1 co ' COMMENTS: ...,” r- I , . , , - R - E ) r re\ps Inv, 41 t .. ..:, ....-',,,.• 0 I— Z 1 ., — .. .., r • I . . • I ' . . . •• '. r1 ..•.j '■ L;;!'r.'`,..' I ' ' ''..t' ,■P'."1: rq',1ri;A"'l . . . 'A Y t Mil i=i Inspector: - a jty,...fiir... -0 .? Date: . - '''"- 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid '' . i. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: :';,', [ 11. 1 0 ,4ICIY - 7- , 1 1 Receipt No Date: .9'il:E*CAT4fi ' . 1 ...........-...........-- b . -..112, .- — — - _ - .....r • _ , . \•.., Z H Z � s N W X INSPECTION RECORD , i L - . Retain a copy with permit . N LL • A . •.+r• °i,4`'' 4 • �' . " '''N f irA7 4 Y.{�K,M �!,;� rr,y�, . ' .s c,3,Jyi .' ��s, i ?.. m.... Lr i • ,. 1 . V 3 ;•4 � ^ ' :, t „• • � .. �Y. � =' '�'11Yr;���'� ``�Y � i."%aX1t'4t't.�? "i`:Z'v�tb*H�� �'3°,�3P ' + .. �;•' ~'+'� %" Y �1' +” 1 '�iY "! '7: :,�Y` % L A ` f City o T M. ► , Steven Mullet, Mayor 46:: J = f Fire Department Thomas P. Keefe, Fire Chief 1908 L z \\_ z TUKWILA FIRE DEPARTMENT t 6 U FINAL APPROVAL FORM U 0 coo • LLI J Permit No �O2 ...w I/' F- �LL w 0 • }} • Q co = • � z Project Name '" /75 ] -'r LI /ye1A, Address 7 24 s' /37 e1 107t. / Suite # • w O N - •Retain :_current _.inspecti.on_..schedul.e:...: _.a.' . _ _ - = X U Needs shift inspection LI z U = 0 0 I--- Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: • Hood & Duct: Halon: Monitor: Pre -Fire: Permits: el y f p Authorized Signature D ate &'"` Hs FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 , °, r , Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 .. .. . . .. r... tt. y. iv s..+....._:..•..... ..•..,..ar......au.ru«..u.v - ...... —. .....• .. .. _ .. .. .. .. , - .; --1 ..C1 - v r . - ;J • , is TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences .. z Q i Z September 26, 2000 \f W ' t Revised April 29, 2002 ti u� •-,„ • , ,.1 Project No. T- 1515 -2 -1 U r 0 \ -4' .'' N 0 �' ` co w Mr. Bill Fowler • Dujardin Development Company �, H P.O. Box 1059 ��`; �,. - Jam,, w p Snoh Washington 98291 g ■ Subject: Plan Review ,,, Q Fosterview Estates, Lot 18 "� `y'�" U) a Tukwila, Washington E- _ zF. Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., z O dated December 16, 1998 al fij Dear Mr. Fowler: 0 • co O H , As requested, we reviewed architectural plans prepared for Lot 18 of the Fosterview Estates project. The purpose w to of our review was to verify that the plans are in conformance with the recommendations presented in the � r- referenced report compilation and to provide additional recommendations, as required. Recently, we reviewed u, Z new plans to verify that our previous recommendations have not changed due to a new design of the proposed v co residence. 1 _ O~ z } Proiect Description RECEIVED CITY OF TUKW ILA 3 We reviewed the following plans: MAY 1 2002 • Cover Sheet and P2.4, Architectural Site Plans PERMIT CENTER • Sheets A2.1 through A6, and S3, Architectural Plans • Sheet Al, Site Section for Lot 18 , The project plans we reviewed, prepared by Kappler Architects, P.S., latest revision on April 13, 2002, indicate that a two - story, wood - framed, single - family residence will be constructed on the lot. The main floor, including ' '` �,1 ;. . r, i ` the entry and garage areas, will be at Elev. 160. The top of the lower level basement slab will be at Elev. 148. '.'4 5 ;: The main floor will be constructed above the basement. ' ` To achieve the planned finish grades, it is anticipated that excavations of up to 13 feet will be required. It is not k, t • _. { anticipated that any si nificant fills will be placed on the lot. Minor fills will be required to create finish grades , '� 6 P Y .g P q g ;; { N ; ' :tak /. t for the driveway and garage. After completion of foundation walls, excavations will be backfill 't 4-! irist . t . . i i 4„ r j I 12525 Willows Road, Suite 101, Kirkland, Washington 98034 C.;h. =,.; t � Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra@terra- associates.com ! ke+ VeYt' d�yTVtaAMr° G41k121NtY% t Y4; fM6M1CA.gL4f. 4' U +/,'fiMiA•N+MCp•.tw+.'NWrn.Mrv'1 wnr ..... - n_,r __...., ,. � .. ,. ....... .., r ..., .�..................r..a....... weoewn...+.rrt;> cv.'.l fvaYi%:.N49.YA,Vff•.'� . . .- . , ;` Mr. Bill Fowler - September 26, 2000 RECEIVED Revised April 29, 2002 C!TY OF TUKWILA ' 'hi'l t Discussion and Recommendations E 2002 PER MIT Based on our review, it is our opinion that the plans are in general accordance with the recom ?rati , presented in various reports in the referenced report compilation. The following discussion and recommendations z are based on our review of the current building plans and the existing conditions on the site. '1, , t- z �w Excavations and Earthwork -J v 0 0 0 i T he site plan indicates that excavations of up to 13 feet may be required to construct the foundation for the w w residence. It is expected that the excavation will be made through native soils consisting of sandy silt and silty N LL sand. The on -site native soils contain a significant amount of fines (silt and clay size particles). This material w 0 �1- will be difficult, if not impossible, to work in wet weather. The excavated native soils should be removed from J : the site or used in nonstructural landscape areas away from the slopes. u. Q 3 , co d We recommend that the recycled concrete previously placed at other locations on the site be used to backfill all 1- _ I foundations as additional fill wherever possible. To prevent contamination, this material should be kept separate Z I.- ■ 1— O 1 back from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for w fill. . = o 0 - 0E-- • Foundations W u I0 I- 1= The foundation excavation on this lot will extend into competent native soils. These soils are moisture sensitive LI z and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated w u and replaced by materials, such as recycled concrete or quarry spalls. . P. H z The 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 ; pounds per square foot (psf). Foundations placed in the sloping crawl space should be embedded at least 18 . inches below the crawl space grade. , Walls supporting backfill should be designed as retaining structures and provided with adequate subsurface , drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pcf), { assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained . conditions. A uniform pressure of 60 psf should also be added for walls adjacent to the driveway and garage. The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting �'�` • subgrade, as well as passive pressures acting on the face of the foundations. A friction factor of 0.4 may be used. 1 R;y In addition, a passive pressure corresponding to an equivalent fluid weighing 200 pcf may be used. The upper 18 inches of foundation penetration should be neglected in the passive pressure computation. :. ,; y ,.i A representative of Terra Associates, Inc. should observe excavations, backfilling, and foundation subgrades to :'t's� verify that the site conditions are as anticipated. 'r� -., ;. 4. - i - Project No. T- 1515 -2 • Page No. 2 k'e.V,4::',:,,el'' 181116* .. ... «.... v ... ... ........... .. .. .......... ♦e.rrY +..+. ....r,. r. .. ... ry r.♦ wvnvn.uu rr- wn..x.)rcn..+oY vfn. n.w w.r-. ar.rn.in.nrv+.,. ... .. -. W TI, .„_,.._ „,__ „, ,_ • , ..- 4. a -' ,. _ , ( .^ ' Mr. Bill Fowler '5 - September 26, 2000 ..4 Revised April 29, 2002 • • • i ' We trust the information presented is sufficient for your current needs. If you have any questions or require ,. ..i additional information, please call. . . .. Sincerely yours, z TERRA ASSOCIATES, INC. , 1 1, t . al 14 / ,, A ii i," ,* re 2 r • '..., ■ • s 1r�ATTSUN 5.7 2000 WA STATE ENERGY CODE COMPLIANCE REPORT 05/06/02 - FILE: K:KAA \ \99\ \99086 \ \9908621.WS -M -- - -- HOUSE ID: Site: DUJARDIN Analyst: MATT MERCER PLAN #2108 w/ OFFICE Jurisdiction: RECEIVED Z Utility: CITY OF TUKWILA Z ' H �� ' .,0:.':', ' House Type: Single Family O i 1 O 2 re W Homeowner: C ! .. Q AG Wall U -0.062 2671 165.6 . Ceiling, Attic U -0.036 1299 46.8 O Infiltration ACH -0.350 28299ft3( 181.3) Z Reference UA 706.9 `t PROPOSED DESIGN COMPONENTS Component Description Value X Area = UA . - 6 . BG Wall R13 Batt 2' depth U -0.056 930 52.1 BG Slab F -0.673 32ft 21.5 On Grade Slab R5 2' horizontal F -0.700 119ft 83.3 ' Floor R19 vented Joist 16oc U -0.041 1299 53.3 Glazing @13% * *vinyl clr /air U -0.520 394.0 204.9 _ 't ." 1uaz i - - -_ -- —= -- ==-- ==== - - - -- —_ == = = === - ------ ,« ✓ ''+` Items in parentheses not included in COMPONENT PERFORMANCE totals. ;.;;. ',414 ** Denotes non - standard values - check calculation of thermal value. ,ri i',y ";� Page 1 = = x S ;^ k * ' ' Ac F �' ■ 4 DOe , J 3 6i • H ..\ • { WATTSUN 5.7 2000 WA STATE ENERGY CODE COMPLIANCE REPORT 05/06/02 FILE: K:KAA\\99\\99086\\9908621.WS HOUSE ID: 99086.21 , =. Doors Wood 1 3/8 ", solid flush U -0.390 54.0 21.1 , AG Wall R19 STD Lap Wood U -0.062 463 28.7 R13 STD Lap Wood U -0.082 2266 185.8 Ceiling R30 blown Attic STD baffled U -0.036 1299 46.8 Z Infiltration Standard Air Sealing ACH -0.350 28299ft3 (181.3) 1 E 1 iW a Proposed UA 697.4 = J O 0 Struc Mass Light Frame, Sheetrock walls M- 3.000 3014 9042 W W HEATING /COOLING /VENTILATING SYSTEMS COLL J PROPOSED W _ Heating System Type: Gas Furnace g J Make: DEFAULT u_ System Efficiency: 78 % N d Modified Efficiency: 63 % I H W I Design ACH: 0.60 ? Design Load(at 44F dt): 45724 Btu /hr ZO . Duct Losses(% Dsn Load): 9942 Btu /hr(22 %) W W Total Load: 55666 Btu /hr D l _ System Size(Output): 83500 Btu /hr (150 %) U N - Average Annual Heat: 187 MBtu Annual Cost: $ 1047 Z U I - F - : Ventilation System: Integrated Spot tll0 _ & Whole House N 4. H = ` J Cooling System: � - ' t SEER: 0.0 () Z Cooling Load(at 4F dt): Btu /hr System Size( %Over): tons( @125 %) Annual Cool Requirement: kWh /yr Solar Access: 80% . PROPOSED DUCT SYSTEM • Location Avg Rvalue Surface Area . SUPPLY Vented crawispace R- 8.0 602.8 ft2 RETURN Attic or garage R- 8.0 120.6 ft2 11,0:60 1 Page 2 !4 .rx. ( „4..... 1 . i ...daselo . . l';' .. •.:. `! . ..... i .. !.:...,.'.. ., .1. ..:•..........✓..:. «a .. .�.., .— vtl w. . ......... i. .. _ .........• u..u.v+. .. . lI1N. N1ieYM, wvwwrwuvtiwnw .....vr.++wrv•a.nwwwmaA1N� 1 , ` ft ft \ s `1 1 { WATTSUN 5.7 2000 WA STATE ENERGY CODE COMPLIANCE REPORT 05/06/02 FILE: K:KAA \ \99\ \99086 \ \9908621.WS HOUSE ID: 99086.21 . , 1 GLAZING ORIENTATION , PROPOSED PROPOSED = . South : 99.Oft2 North : 99.0ft2 ,F , Z Southeast : Northwest : W , -.....al F .� r _ r -psi - ,\ • • , CITY OF RECEIVED Kappler Architects P.S. t � , vlf SON01-01NCLUDES3STORY Job No. 99086-21 Y ��1 , + Ll 7117 // // ! Date 2/25/2000 A " iT CEf�n :- ' t" CI i I i r� { Lateral Analysis for: Dujardin Plan #2108 w/ Office , , EINEF . City of Tukwilla, WA S ATE OF WASHING ( )N Z STAMPED" ' I Z LATERAL dESIGN PER 1997 UBC ct aa 1 j f 1 REDUNDANCY FACTOR (rho ") 1 1 PER SECTION 1630 1 Reliability /Redundancy Factor: P= 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: AB Ground floor area of structure AB 1409 SF " r max = Max element - story shear ratio square root 38 r max = r( /story shear Z ri= element story shear x 10 / Iw element shear Iw (LENGTH) \ 1- Z y y W :p Y t is A. J4 i iN , 3 1 23371 ;f" ri= fir.. ,>•;818 the . 3: =� W r4 .ic 1 r i story shear 6 5 J V I r max = I 2337 1 13470 I =1 0.17 I U O - P= I -1.07 therefore use Wet , I p Min = 1.0 N W W= Max =1.5 -i 1 N u WO DESIGN CRITERIA FOR WIND ANALYSIS g n' I WIND PER SECTION 1618 I d I-- _ t DESIGN PRESSURE: P = (Ce) (Cq) (qs) (Iw) Z F- where: Ce = Exposure factor f- 0 Cq = Method Factor Z I- qs = Wind Stagnation Pressure 2 Iw = Importance Factor U p VALUE USED N - Ce = 1.06 EXPOSURE 0.62 Default for B exposure H f Cq = 1.30 METHOD 2 1.3 Default for normal force method W W i qs = 16.40 WIND SPEED 16.4 Default for 80 MPH F H Iw = 1 P ' p Z LU U to WIND EQUIVALENT UNIFORM LOADING 0 � , P = (Ce) (Cq) (qs) (Iw) Z WALL HEIGHT Ce Cq qs Iw 0 -15' P= 1.06 1.3 16.40 1 22.60 PSF . 20' P= 1.13 1.3 16.40 1 24.09 PSF 25' P= 1.19 1.3 16.40 1 25.37 PSF - 30' P= 1.23 1.3 16.40 1 26.22 PSF • WIND FORCE 1 TRIB.HEIGTH PSF PLF . (P) Roof (Upper walls) 13.0 26.22 341 # FT i (P) Upper Floor (Main walls) 9.0 25.37 228 # FT • I (P) Main Floor (Lower walls) 11.0 22.60 249 # FT #N /A 0.0 0.00 0 # FT I ,.. l •• . ,, l:: i KAPPLER ARCHITECTS BELLEVUE, WA ■ 425 -641 -5320 e. 'h. 99086- 21- (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls 5/2/2002 PAGE 2 ,,,I;-, ,: .. '' iR 1. f 'yxF' P- ^ t , I 1: .... .- .....r nrnew w.. wc. w. .- . r «....,......� .............. ..............�...... .. w ., , ,_ - - . .. --> •••-- - - - '' - • t f f SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) V W h Wh F I Roof (Upper walls) 13470 31596 13 410748 5236 Upper Floor (Main walls) 13470 31437 9 282933 3607 Main Floor (Lower walls) 13470 33003 11 363033 4628 #N /A 13470 0 0 0 0 Not included in total Z 1056714 13470 , < Z � . SEISMIC FORCE w . \ ., ... 'r. _ , w :\ ■ . SHEAR WALLS RIGHT TO LEFT WALL SEGMENTS SHEAR V WALL UPPER FLOOR TRIB.LENGTH a b c d TYPE Load 239 #N /A 0 0 0 0 #N /A :,,ii Ht. 8 Mo= #N /A #N /A #N /A #N /A 0 ? 0 Wall(DL) 0 0 0 0 Roof (DL) 0 0 0 0 Z u , 2/3DL Mr= 0.00 0.00 0.00 0.00 REACTION T =C #N /A #N /A #N /A #N /A MIN PLATE NAILING ■^ I HOLDDOWN REQUIRED #N /A #N /A #N /A #N /A #N /A INC O.C. rt C, . , . �i KAPPLER ARCHITECTS >„1 w BELLEVUE, WA Eca` 'a' ,p e l , - 425 - 641 -5320 �:., ,, , 99086- 21- (ExpCj Plan #2108 w Office 1997 -9 Lateral analysis worksheetl.xls 5/2/2002 PAGE 5 i l�' „y ?i" :1M 4 •- ',� {. , JL , u „., r -• :r .. 7:7 , :l . : .. . ... • . ,. ..!.. .e ._..L:.cl "••ai ti�i'..::YJa':v e.f J.14 :._ ....1....•c.,.. <......u.x .,.s.':..1. - w.s.,.. .... ..........«a.....w..m.+. -.. .s +...- . , nwnwK t r . - -k-Er -• , s. i' FRONT TO BACK WALL SEGMENTS SHEAR V WALL i. UPPER FLOOR TRIB.LENGTH a b c d TYPE Load 3411 9 12 13 0 0 123 iP,1:a'* Ht. 8 Mo= 11781.74 12763.55 0.00 0.00 Wall(DL) 960 1040 0 0 co Roof (DL) 0 0 0 0 E2 2/3DL Mr= 3840.00 4506.67 0.00 0.00 MIN PLATE NAILING ' I REACTION T =C 661.81 635.14 #DIV /0I #DIV /0! 14 INC O.C. HOLDDOWN REQUIRED NA NA #DIV /0! #DIV /01 z ' UPPER FLOOR TRIB.LENGTH a b c d \„ ~ Load 3411 14; 11 12 0 0 208 P1-Rt1 W re 2 Ht. 8 Mo= 18260.75 19920.81 0.00 0.00 D w Wa 880 960 0 0 960 (DL) 0 0 0 0 0 O 2/3DL Mr= 3226.67 3840.00 0.00 0.00 MIN PLATE NAILING N W LU 1 HOLDDOWN T =C 1366.73 1340.07 #DIV /01 #DIV /0! 8 INC O.C. LDDOWN REQUIRED CS16 -30 CS16 -30 #DIV /0I I #DIV /01 - I UPPER FLOOR TRIB.LENGTH a b c d W O . j Load 3411 9 . 24 19 0 . 0 71 _ P140VI 1 5 Ht. 8 Mo= 13699.70 10845.59 0.00 0.00 g < Wall(DL) 1920 1520 0 0 J Roof (DL) 0 0 0 0 N d 2/3DL Mr= 15360.00 9626.67 0.00 0.00 MIN PLATE NAILING H W REACTION T =C - 69.18 64.15 #DIV /0! #DIV /0! 24 INC O.C. Z Z HOLDDOWN REQUIRED NA I NA #DIV /01 #DIV /0! - I.- f Z� UPPER FLOOR TRIB.LENGTH a b c d Ill Lu Load 3411 0 0 0 0 0 #DIV /0! S'#DIY/Ol Ht. 8 Mo= #DIV /01 #DIV /01 #DIV /0! #DIV /0! o Wall(DL) 0 0 0 0 0 � ' co Roof (DL) 0 0 0 0 f- H 2/3DL Mr= 0.00 0.00 0.00 0.00 MIN PLATE NAILING = IL I z REACT T =C #DIV /O! #DIV /01 #DIV /O! #DIV /O! #DIV /O! INC O.C. t- V HOLDDOWN REQUIRED #DIV /0! #DIV /0! #DIV /0! #DIV /0I LL ~O . 0 N . F-= 0 I- z { . • f r , '5 r j,. ? . ti r ;7r, I i t,1A - KAPPLER ARCHITECTS ' BELLEVUE, WA rr t�h�y' p - 1, kt I 425 -641 -5320 ; %F' , ii 99086-21 - Ex C Plan #2108 w_Office 1997 -9 Lateral analysis worksheet).xls 5/2/2002 PAGE 6 z' l 1, Sn y .. I t' i '� .i y y �:�: ;1;a i i , b -"Mit s J - ' I ism. • RIGHT TO LEFT WALL SEGMENTS SHEAR V WALL MAIN FLOOR TRIB.LENGTH a b c d TYPE . ' .., . .. ..i L::. -.w - ' • .asa::LiiCZ:::... <_i.,�:>..;. , *u' N+n+!ww......r -- . ...., ,....,,., nm++• r+.+ m.,.... r., rn,., nn..,+..,«.• a.. rern.-,.. a.,......,«...,, s ...,.........».- .w »rvMn.NrsT.& _ - . Ht. 8 Mo= 21922.51 16203.60 2859.46 0.00 ¢ Wall(DL) 3680 2720 480 0 N d J Floor,Roof(DL; 0 0 0 0 = 28213.33 15413.33 480.00 0.00 MIN PLATE NAILING F- _ REACTION T =C - 273.51 46.49 793.15 #DIV /O! 14 INC O.C. Z H HOLDDOWN REQUIRED NA NA CS16 -30 1 #DIV /0! Z 0 MAIN FLOOR TRIB.LENGTH a b c d W W I Load 569 0 0 0 0 0 #DIV /0! #pN /0t p Ht. 8 Mo= #DIV /O! #DIV /Ol #DIV /Ol #DIV /O! 0 CO 1 w Wall(DL) 0 0 0 0 0 F- Cl, Floor,Roof(DL; 0 0 0 0 m 2/3DL Mr= 0.00 0.00 0.00 0.00 MIN PLATE NAILING W= U 1 z F- REACTION T =C #DIV /01 #DIV /0! #DIV /0! #DIV /01 #DIV /01 INC O.C. I ,,,, HOLDDOWN REQUIRED #DIV /0I #DIV /OI #DIV /01 #DIV /01 I L" O Z i U O' - i Z 1 ,-- c a Jx s8r ti KAPPLER ARCHITECTS ~' " ' BELLEVUE, WA 425 -641 -5320 .. ,<< ';, r: - 99086 - 21- (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheet).xis 5/2/2002 PAGE 8 fi " r' �';" c r l- '„1,4r, L `f, r j ,3 ' 4 J - ..-... w . ... ... . ..... ..nn n v Yw e l SW ., rt ' MmPkh.NKW N Y �tro+.Y wnwyvnn 1•'P'M N�W^n -WI , _ .- - -- - ._ r- , - . _. , , ,.\ • . • RIGHT TO LEFT WALL SEGMENTS SHEAR V WALL LOWER FLOOR TRIB.LENGTH a b c d TYPE Load 8181 #N /A 0 o o o #N /A 1 fW#N/AtV* Ht. 11 Mo= #N /A #N /A #N /A #N /A Wall(DL) 0 0 0 0 0 Floor,Roof(DL; 0 0 0 0 LL 2/3DL Mr= 0.00 0.00 0.00 0.00 MIN PLATE NAILING REACTION T =C #N /A #N /A #N /A #N /A #N /A INC O.C. HOLDDOWN REQUIRED #N /A #N /A _ #N /A _ #N /A ZZ • LOWER FLOOR TRIB.LENGTH a b c d \., ' Z Load 8181 #N /A 0 o o 0 #N /A sMf #WA l -_,I . x.., - , - i - - I -.GI - -.0 _ : 1 r • r ■ • RETAINING WALLS �F -coal, z t FOR " , Ce w ��: � 2 S\ E j e7 f 6 = FOSTERVI EW ESTATES f `, �,t � � ) u) 0 ti . n ;J Ill i N u_ LOTS 18 & 24 2 J • A KAPPLER ARCHITECTS PLAN = d F. W RECEIVED Z = CITY OF TUKWILA H • TUKWILA, WASHINGTON MAY •I :3 2002 � Do PERMIT CENTER ; 0 N Ca 1— W W . j r f � . . z (4 ,' \., ' .. ',' +' 0 ,n i f , • \ • r . Z I ;471 Y . 4 L ;/ // '/ i � �• .. 19' ,..'• Ps 4 ,,..„. e, , 7 , , ,,. ... � u ` 3 1 , 5]Ati ' t - E XPI E, 8/23/ NOTE: This stamp applies to the members and assemblies described in these calculations only . .:,..„__ :_ • and is only valid if it is a wet stamp. l :. Ir l: +. . J AMIESON CONSULTING ' ' `''i'' :W ' , Jamieson Consulting Job No 20181 E ' ; ;,,,� ,���w ��,� r ? ��n :�: +.,,rya ..t. CONSULTING ENGINEERS ` PROJECT MANAGEMENT • � ` ''`; ` ,• j 733 7TH AVE, STE 108 ,., u KIRKLAND WA 98033 77i:,,i7:1 qt Y tn . (425) 803 -2581 FAX 803 -3289 < D Clain I 1 [� t f l ; V i „„,_,..„..,...., G . . ".',r' .. r�.�r.J.I.. .. .r ...• ..«. . �rv�. .tr ...1 J.•.H.K ew.. nr a r �... r......,..s. ..:Y,.,,ya_..n•r.^... ....t., r.:.v.1.+i:...:. " IMMV- +..fnvn.n..•+r.n.., i.n • or. • r+. ... a .vv i H . t. T. wf. >wJn+amn.rn A�.aN , ,,,, -_I( J r _ . -; .% j c w J.AI'tIESON CONSULTING JCS) NAME F05771EXWEVI Consulting Engineering & ?r3ject Management 2 I 91 Z, JD_ NC. / v ? v 1J `' 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 I �5)bQ3.2581 • FAX (425) 803.3289 DATE SHEET NO, 1 8 , TYPICAL CANTILEVERED RETAINING WALL _ f? i INPUT NAME OUTPUT UNITS COMMENT Z '; 35 • EFP # I ft3 Equivalent fluid pressure \-. ' < Z 0.267 Cf Coefficient of friction against sliding fe I `� (includes Factor of Safety of 1.5) 6 = i 4.67 a " U O ft Height of earth above base ff 50 w4 # Weight on top of wall co W 0.67 w ft Wall thickness w = 0.67 t ft Footing thickness I '" 0,67 toe ft Length of toe u O IL 0.67 heel ft Length of heel 2 H 5,34 ft Overall height of equivalent fluid g a -' Lf 2.01 ft Total footing width Co fs 1,495 # / ft2 Soil bearing if X is in mid 1/3 I a fs2 1,732 # / ft2 Soil bearing if X is not in mid 1/3 Z I Lf /3 0.67 ft X 0.42 ft Location of resultant force z I 2Lf /3 1.34 ft 2 D F 499 # Total horizontal force v o Fk 207 # Net sliding force per foot o H . . FS 1,519 Net factor against overturning w Mot 888 # - ft Overturning moment i v' M r 1,349 # - ft Resisting moment EL T: - Mu 1,010 # - ft Ultimate moment for concrete design z W 1,094 # Total weight on footing (z)#'1 7OF v N . w1 375 # Soil weight on heel (120 pcf) 0 � w2 467 # Weight of wall • z w3 202 # Weight of footing . x1 1.67 ft x2 1.00 ft —– H '. x3 1,00 ft II 41 x4 1.00 ft ; I °� t ' y gt✓O 1 l = 40 s/ t-- I 0 v /O " C. . / u / &I = - /il 4 ei0 • 4e // / o,c. � , co , J Gl� o,c, r /46 spos //c7/Z ., . 3 r* 1 A 2 ( )4co'J/. , a i �)z t I - , 0 3& 7 Ma = /4.f - -. - ° ; , ; t/7Tf/;?;7)2/ 7 3 I t i ,. i g / v.: 4, 4, " Z . NO = 41 (12 /1,7 (7.07) =. 21 i ,/ , 1 - ' /1` i ' - " 8 0 5, 8 , ,- ,,�` z`'a • j JAMIESON CONSULTING JOB NAME V �V�1 Consulting Engineering & Project Management JOB NO. 2° I SI BY ' Z 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 ( (425) 803.2581 • FAX (425) 803 -3289 DATE SHEET NO. Z " OF TYPICAL CANTILEVERED RETAINING WALL ilb,0 INPUT NAME OUTPUT UNITS COMMENT z ' 35 EFP # / ft3 Equivalent fluid pressure 0.267 Cf Coefficient of friction against sliding w (includes Factor of Safety of 1.5) 5.33 a ft Height of earth above "base" ti 0 50 w4 # Weight on top of wall N o t 0.67 w ft Wall thickness N W 0.67 t ft Footing thickness J H 0.50 toe ft Length of toe w O • 1.33 heel ft Length of heel 2 H 6.00 ft Overall height of equivalent fluid g5 Lf 2.50 ft Total footing width u- - fs 1,643 # / ft2 Soil bearing if X is in mid 1/3 a = w fs2 1,724 # / ft2 Soil bearing if X is not in mid 1/3 �" I Lf /3 0.83 ft Z F' X 0.65 ft Location of resultant force z I— 2Lf /3 1.66 ft w F 630 # Total horizontal force D o Fk 180 # Net sliding force per foot O N co FS 1.871 Net factor against overturning o W , . -'s:\ Mot 1,260 # - ft Overturning moment s U Mr 2,358 # - ft Resisting moment i.". 0 , Mu 1,502 # - ft Ultimate moment for concrete design ()(7OF z W 1,685 # Total weight on footing v w w1 851 # Soil weight on heel (120 pcf) . o I w2 533 # Weight of wall z F. 4 w3 251 # Weight of footing x1 1.83 ft / II x2 0.83 ft l l l= i (l • x3 1.25 ft O t E((I ‘ ' x4 0.83 ft , ` 41 I '/ Fs/ = (45/ M:3/�'brC, 14= /.5 ///t)5T Lf ��(v�,C .� 4-LT 255 3P4/0 X 5Lf D(4V . ( r � .!�- C,14A _ A,: 1 0,4-/Ap- dx_ 23ti , Cs) 4. k,17,e;,,,,,i,,, , ..i , coAT ; k— 4,', , K / ; , ki :--- 20. 5 . t .tt )) �7' ,gyp,, • Z.• 01 ety ..,... 1 ZO r50Z-7 / , / 1 / S �.. M x „.:4 d. , 3 CGS �' �' ; . 4 , - fl l�i�!f�a.vry*M...aw.,.+,...n• - .n+4+.- .+.ans:rn. ,... , . .... ,. ,.+.,,ww..,.M—.a--- ,.vv-. t,- ....4. .,......,....,..,..... ...,,..,.: ...« x..+ >are.ird M 3l7� GI (/ 4= 0,3r(1 / a J t, • W- 4 8 P0,c" � O,C, I� �t I (5)4J7; /WLL r .0 4e , F/0 IV J i , i N 'cj- ,.., . e - - - - - (2) - ros ,,,,,,,,,,, ., _ \,_ , 4 I 5 L5 zipmk >,' roar ,t)c s »,15 i /../-0z/Zo4/74L I I I�(1 I �--- 11 ' r i k ! D „ `' � n " 2 /D z j ,, S .r .. . , r . r 1'.... .,c....`r a1.4 :C.t.'.>.51,.U'v :1'? ..tr. r t...r, i....u..".... x- .v _ . ..,....v..... ........a..._ .... «.., _. ,.............. -.«. ., r....w...a.w.....rhM'uf'WfSKM C ■ . —_,� �r . ft j . JAMIESON CONSULTING JOB NAME (��v ��'�/Y Consulting Engineering & Project Management JOB NO 20 I v / BY 7).J Z .4901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803-3289 DATE SHEET NO 4 OF - TYPICAL CANTILEVERED RETAINING WALL . 4 ii)45.0 , • . _ w/ 50 psf vehicle surcharge z INPUT NAME OUTPUT UNITS COMMENT \ z 35 EFP # / ft3 Equivalent fluid pressure "- 2 0.267 Cf Coefficient of friction against sliding 6 v (includes Factor of Safety = 1.5) U O f 7.33 a ft Height of earth above "base" N 0 0.67 w ft Wall thickness w = 0.67 t ft Footing thickness Cl) 1.33 toe ft Length of toe w O 2.00 heel ft Length of heel 2 g 1 :71 H 8.00 ft Overall height of equivalent fluid Lf 4.00 ft Total footing width N fs 1,770 # / ft2 Soil bearing if X is in mid 1/3 I a fs2 1,831 # / ft2 Soil bearing If X is not in mid 1/3 z I _ E- ' Lf /3 1.33 ft 1- O X 1.09 ft Location of resultant force w 1- 2Lf /3 2.66 ft 2 D F 1,487 # Total horizontal force v Fk 687 # Net sliding force per foot FS 1.754 Net factor against overturning w ua , Mot 4,330 # - ft Overturning moment I v Mr 7,595 # - ft Resisting moment 2 \ .41=4 70P g:. ~ O ' Mu 6,189 # - ft Ultimate moment for concrete design C 1 z al W 2,994 # Total weight on footing " w1 1859 # Soil weight on heel (120 pcf) . ' O t- w2 733 # Weight of wall z w3 402 # Weight of footing -¢— _ < x1 3.00 ft - 4 - x2 1.66 ft 11 =111 . x3 2.00 ft `. i, ' X , / /f = 60, d=6" 45 = 0,374 . Thi, c.i.krz. ���� o i a F / I /y -f'.5 o. C. r. .: ;; ; ,t K 4Z) 4- x--1,c," 3:-.-:,-,*,,,,,, :,.„-:---e-ki 14. 2,66 7-I-= 525' . p .,, / . , +�.S iq a �`- i 'G S P47 /5 6,0'z , L = ZZ N o () r Taiti, g - - _ J "d42 " tl ]* % ? : ,,,,,,,,, z (3)4 A Or3/4 ' C3 ; 3 / L 2 _4 g Z ,o >� a KIV 'r . 1,.,, - . F1 • y wn ry ....n.•n .. -an nh.'+. -rn- re ....»- .... v.•.......a...n . r ........ ...... e. .:.h P Yi!t4. U . . r .. ... '.." . N t . .x• :tnWu.i.J•1.W.6F. r::ily 'wu.• "h ffwuwan. ..a•.r rnw+.w+•+. ' _. - -- . c j . JAMIESON CONSULTING JOB NAME re: 5 i y l E Consulting Engineering & Project Management Z0 / / 'DJ =,� JOB NO ( BY ' . 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 c I ":0, 803.2581 • FAX (425) 803.3289 DATE SHEET NO„ ! OF _ _ CANTILEVERED RETAINING WALL W/ BASE SLAB , 5 / p,, 0 INPUT NAME OUTPUT UNITS COMMENT Q • 35 EFP # / ft3 Equivalent fluid pressure \ ', z 8 a ft Height of earth above base slab r IJI 0.67 w ft Wall thickness u v . 0.67 t ft Footing thickness 0 O 2.08 toe ft Length of toe w w 0.67 heel ft Length of heel H H 8.00 ft Overall height of equivalent fluid u) w Lf 3.42 ft Total footing width ii i O fs 1,314 # /ft2 Soil bearing if X is in mid 1/3 fs2 1,406 # / ft2 Soil bearing if X is not in mid 1/3 Q u. Lf /3 1.14 ft N a X 0.85 ft Location of resultant force s w 2Lf /3 2.28 ft Z H F 1,120 # Total horizontal force H O FS 1.507 Net factor against overturning w Mot 2,987 # - ft Overturning moment 2 D Mr 4,501 # - ft Resisting moment v o Mu 5,077 # - ft Ultimate moment for concrete design o H W 1,787 # Total weight on footing (z::4 w1 643 # Soil weight on heel (120 pcf) I o w2 800 # Weight of wall II p w3 343 # Weight of footing • z tri t o x1 3.08 ft –�-- { { �, (J U { x2 2.41 ft I I j---, I I O I— . x3 1.71 ft — z . (Tt ! -IZ - a5co F( - ,, /o7 4 a37f ,,/ • a► ' # 4 /Ootc, t' it ■ n `.Q - l r /�IJ'D woe #4-s l2 ac, l'ir)1 ti 2 C A2 RaF 2 &S x ,z/... bt Z5 `, Q I . t p i e - - , .o4. _ j or c, O \ � (» 4 c J r ,.. r r 4) 0 1 , 1 N 0 C. . \ 4 (fr c , e - ft Cry {` % ' y 1 t F \t # # .. 6„..5 c.L7z. tel,,, „.th ,:i /i s o •( eft i *ROO • .. . ... .....r..l. a.......ao.+.wstuu 110ent1'.MM"1MVM.W ... :, apr ,. we.s, ,� ,w..r w <,.,nnw .Y.«.+ w ,..,.. .,.w..........._. .............. ....... ,., ... ' j C JAMIESON CONSULTING JOE NAME _ _ — " M`"' v «V `J Consulting Engineering 8 Project Management JOB NO. ZC I e/ SY . 1:).61 2— 901 KI, i,KLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803-3289 OATS SHEET NO. (V OF - CANTILEVERED RETAINING WALL W/ BASE SLAB 4) ('PA. c f INPUT NAME OUTPUT UNITS COMMENT z 35 EFP # / ft3 Equivalent fluid pressure Height of earth above base slab \ w 10 a ft Hei g �I 0.67 w ft Wall thickness 6 p 0.83 t ft Footing thickness v p 2,25 toe ft Length of toe u W 1.25 heel ft Length of heel w = H 10,00 ft Overall height of equivalent fluid w H Lf 4.17 ft Total footing width 0 fs 1,811 # I ft2 Soil bearing if X is in mid 1/3 2 fs2 1,932 # / ft2 Soil bearing if X is not in mid 1/3 g � . Lf /3 1.39 ft N n X 1 ft Location of resultant force H W l 2Lf /3 2.78 ft Z 1 F 1,750 # Total horizontal force F- 0 FS 1.539 Net factor against overturning a i Mot 5,833 # - ft Overturning moment g D Mr 8,979 # - ft Resisting moment v 0 Mu 9,917 # - ft Ultimate moment for concrete design 0 (f) W 3,019 # Total weight on footing , 44 Top 0 H . w1 1500 # Soil weight on heel (120 pcf) H 0 • w2 1001 # Weight of wall u. P w3 519 # Weight of footing iii Z x1 3.54 ft --/--- I ii`` U x2 2,58 ft i t�I II I - 7 H x3 2.08 ft z , ( il 7 r ' 200 FS1 - 4 .=•* 40 g5( # 4 \ to ( / •5 n � G /0 t o /�= 9,92'`' �_ 6" 4 o, 4/ ,K) / L-- - - . 5 c--�&o c .S o. It k J G 8 "o c s u - , o ga: _ �z u rF. #: . 01/ : , c -- ..:// ol k.- .. ` _ '.., /Vc C ' • Y- 1 . 0 1 „ .,\ \,a----&)04- 1:,,,,,,*104,q,i \ I) hr0 10 • . • J 4 1) —,—.) • 3"ailt 4 / ,A,„,..., J 2 3 8 3 3 .. .. .. .,., .ti... ....,.rI' ..1 t,nu.a4 sue. .. .mw. s. «. .. gq,yyKy, - «.., ...._....._,........,....... �.�+ rr ..... ,..„, ....n..... . --••••.1 _ -- . ;` • JAMIESON CONSULTING JOB NAME R; VIEW Consulting Engineering & Project Management JOB NO. 2 / e t BY Z 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 I'^- 5).803.2581 • FAX (425) 803.3289 DATE SHEET NO.. ? OF . CANTILEVERED RETAINING WALL W/ BASE SLAB 1 !?&O INPUT NAME OUTPUT UNITS COMMENT Z { 35 EFP # / ft3 Equivalent fluid pressure \. .� z 12 a ft Height of earth above base slab c4 W _ :` N , • V(EVI • JAMIESON CONSULTING J OB NAME Consulting Engineering & Project Management D I JOB NO. Zd 16 - � BY - DJ"-- • 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425)_803 -2581 • FAX (425) 803 -3289 DATE SHEET NO. S OF CANTILEVERED RETAINING WALL W/ BASE SLAB 8/?8o and 50 psf vehicle surcharge z INPUT NAME OUTPUT UNITS COMMENT , z l 35 EFP # / ft3 Equivalent fluid pressure ce 12 a ft Height of earth above base slab 6 n 0.83 w ft Wall thickness v o 0,83 t ft Footing thickness co 0 3,33 toe ft Length of toe J H 1.83 heel ft Length of heel co H 12.00 ft Overall height of equivalent fluid w O Lf 5.99 ft Total footing width 2 fs 1,981 # / ft2 Soil bearing if X is in mid 1/3 g S fs2 2,059 # / ft2 Soil bearing if X is not in mid 1/3 N j Lf /3 2.00 ft = X 1.61 ft Location of resultant force z z 2Lf /3 3.99 ft �, ~O F 3,120 # Total horizontal force • w i- uj FS 1 Net factor against overturning C �or7 ? o Mot 13,680 # - ft Overturning moment J o co Mr 21,667 # - ir:ir ft Resisting moment it Si o h- Mu 23,256 # - ft Ultimate moment for concrete design w — W 4,966 # Total weight on footing 7 4._ , o i v w1 2727 # Soil weight on heel (120 Dcf) r . C ; r-� I P w2 1494 # Weight of wall 4.--.3:(II . tii z w3 746 # Weight of footing « (I E- c) _ x1 5.08 ft H x2 3.75 ft • ((I z x3 3.00 ft c 4 g8 'of (', C s e Psl / s/ 44- ^g 4-s to t or , C 4$( 4f5 a , . � 4=74,4 � N l i1 Z� A� 5 &- 5 ' ' o , c , 0 \)/ �IV;/ Fog 4. 4& o r0r \ o- F� ? c � r, ' Aigz 5,3/ - 1-4----/0 o ., IL j r 4 S 3* li 4 t ( r,,,„.4.,„,,_ r in ? 12 _ �a ` 4 ht 5 -1 44' /01' k , •ie ir,.. i 4 17 1 L NT5 Nr5 : .7 ,! , ��7C I . . - r — '— - . �s.i - ..\ j C JAMIESON CONSULTING JOB NAME Consulting Engineering & Project Management JOB NO BY . 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803-3289 DATE SHEET NO. OF - TYPICAL CANTILEVERED RETAINING 1 / 1 10.0 - G WALL INPUT NAME OUTPUT UNITS COMMENT Z 35 EFP # / ft3 Equivalent fluid pressure Q y .: S 0.267 Cf Coefficient of friction against sliding ~ w rt (includes Factor of Safety of 1.5) I . �dl J ,.� _J — -� -- -. ,- • h ,'\ j JAMIESON CONSULTING JOB NAME Consulting Engineering & Project Management JOB NO. BY n 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (4252 803 -2581 • FAX (425) 803 -3289 DATE SHEET NO, OF - TYPICAL CANTILEVERED RETAINING WALL It 1 Pb .0 , INPUT NAME OUTPUT UNITS COMMENT z 35 EFP # / ft3 Equivalent fluid pressure i . 0.267 Cf Coefficient of friction against sliding w` (includes Factor of Safety of 1.5) 6 D 9.17 a ft Height of earth above "base" v O 50 w4 # Weight on top of wall N 0 0.67 w ft Wall thickness (0 W 0 .83 t ft Footing thickness _t H Mu 7,647 # - ft Ultimate moment for concrete desig L I 0 W 5,670 # Total weight on footing iui Lo Lo 4038 # Soil weight on heel (120 pcf) v Z w2 917 # Weight of wall ---/--- /– ,� w3 664 # Weight of footing 11 17 x1 3.50 ft ...."=((i x2 1.33 ft x3 2.67 ft ) 1 li . x4 1.33 ft c)7"4-4-&/0 rl o, C, 1, k = Z _ 520 07 ►l / t M g = 7,65'` 4_ 0,47, r / t/ � rn 4 - 4 s 5 ore' V ` o,s d .4.-1_ �5 0,C, _ f / / O ti ^7] h\ 41f 3,(7 ' 1L7L7s 'f: ' 0 . f +t ai'i z , w, tLAT No S /4 zw; FC077A16 P1r 17 f 16/ • Q 1 . 0 , — )!„‘.!n?T. e -o T5) :�, .. .... .. .. .•.. _. ..... .,,:. .. -. -. .a to �, •., `,`: r .w.. ..„„,,,, ,,, ,,, ,,, , .c'.r ,,. nJn.atr`un,e+s.n'.ii v+rocan .... ,.. ....... .. w . ... - ',� - .-- '\ i . JAMIESON CONSULTING r j JOB NAME Consulting Engineering & Project Management JOB NO BY '001 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 DATE SHEET NO, OF - . TYPICAL CANTILEVERED RETAINING WALL 12, I's .b INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure Z ¢ • 0.267 Cf Coefficient of friction against sliding `v z (includes Factor of Safety of 1.5) r4 11.17 a ft Height of earth above "base" 62 w4 # Weight on top of wall v 0 0.83 w ft Wall thickness co a 0.83 t ft Footing thickness i H 1.50 toe ft Length of toe u2 u_ 4.67 heel ft Length of heel O H 12.00 ft Overall height of equivalent fluid } Lf 7.00 ft Total footing width fs 1,850 # / ft2 Soil bearing if X is in mid 1/3 u� d fs2 1,969 # / ft2 Soil bearing if X is not in mid 1/3 = W F- Lf /3 2.33 ft _ Z X 2.91 ft Location of resultant force F- 0 2Lf /3 4.67 ft w u F 2,520 # Total horizontal force 2 D Fk 228 # Net sliding force per foot v 0 FS 3.476 Net factor against overturning g i Mot 10,080 # - ft Overturning moment w w Mr 35,033 # - ft Resisting moment *0 TOP i 0 Mu 13,821 #- ft Ultimate moment for concrete design 0 W 8,584 # Total weight on footing w co w1 6260 # Soil weight on heel (120 pcf) U w2 1391 # Weight of wall ...4e..._ 0 w3 872 # Weight of footing (11-2I 1/ Z x1 4.67 ft • _............11I x2 1.92 ft _1 x3 3.50 ft f (I tt . x4 1.92 ft O r C' . . / c c�� , �, &9t /o�c, . 25x Fs/ 44: 40 isi . . _ e N � /� YZ ,I CL E .A. I / K � �t y 1 ` - - /i = /3. d = 8 4 = 0' �tl a t as " ... 4 5 c 9 o. c, (6o) w I -' � � boa „_ isit ref. > 5 L__ 9 act Fi�D FOE . 4 - 9"or , @ :; Ma _.. 475 K/ /-/- 775 ( e)c/r 0 41iXI Si.(11V& I f FCCII 4 bp4Ais #prz(z, to N, TcFPAS n 3 ( CCU r ,, � ,I = � ' 0" 4S"(Nr ' i r21 rt u.x:d.u71t8:c. J. }-; .,,r ,. . ' i, ;;lidAu aF.. 1' .c.n.r.,, ae.1X „ < " .. -•: Nina.,. n4f> m . Sa r..rnr, >.ww .r ... . .... .......... . ... .— -, - .....,. ■ .- �rs.r • , .•\ 1 • .. • .1 ■ l f TERRA ASSOCIATES Inc. Consultants in Geotechnical Engineering, Geology and . Environmental Earth Sciences . iti ..� z R E� ENUKW 1�►. January 14, 2003 , tu G -'( O� Project No. T- 1515 -2 6 m 2 7.0 o w co o W ILI , M1T 00 4-°c J = Mr. Gary Bumstead PER 1- 1 Dujardin Development Company .. N u_ 3 P.O.Box1059 W � Snohomish, Washington 98291 g Subject: Final Report = d Earthwork Observation and Testing I' _ Z Fosterview Estates, Lot 18 1.- Tukwila, Washington w 2 D I— • Reference: Plan Review, Fosterview Estates, Lot 18, Project No. T- 1515 -2, prepared by v 0 Terra Associates, Inc., dated September 26, 2000, Revised April 29, 2002 0 H Ili W . Dear Mr. Bumstead: � ~O - As requested, we provided intermittent earthwork observation and testing services during grading and v ' . construction of foundations for Lot 18 of Fosterview Estates in Tukwila. The purpose of our work was to verify p 1- that the geotechnical engineering aspects of the project were completed in accordance with recommendations z 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: 1 1 ' • Foundation subgrades • Garage and basement floor subgrades b . • Final surface stabilization I Based on our field observations and test results, it is our opinion that earthwork and foundation construction on k" ~ `, I Lot 18 has been performed in general accordance with project specifications and recommendations provided in �;; '' the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for i , Y footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our footing -h }•A - iT. Y 4 excavation examination memo delineating the foundation subgrade conditions noted during our site visit. M i.; 1WiF, i 02 I \ CI i. .��II.:� S ,. ax r; 12525 Willows Road, Suite 101, Kirkland, Washington 98034 1 ' ,y Phone (425 821 - 7777 • Fax (425) 821 -4334 • terra @terra- associates.com " i . r \: r. 0 \ 1 1 -1 Mr. Gary Bumstead °", January 14, 2003 5j At the time of our final site visit, the slopes behind the house had been hydroseeded, but the growth of vegetation t1 , on the slope was not fully established. The landscaping had been installed along the front and side yards, and the backyard slopes were covered with straw mulch. . ti z 4 This work was performed, and this letter was prepared, specifically for the use of Dujardin Development , 1 Z Company. w 6 We trust the information presented is sufficient for your current needs. If you have any questions or require -' U i additional information, please call. co W I _I S yours, N TERRA ASSOCIATES, INC. w O ii � -� p ,/- ,mac /�-- u. . ,.. _ a Bernard P. ' ,, Geotech K �, S _ ' ' m" * ! z i .,. . #iflf. -03 o '/ L. D Th'odo ` chep /.' :k , . - .1 . • v o Principa J e e r 2 5742 N � , I Qs. ' eorsTso _�a., w ~ BPK/TJS:a- 47 ONALo Gy H v `, LL r Encl: r ination Report (1) iii Z U - cc: Mr. John Kappler, Kappler Architects o ' - O z i x.{ 7 Y t tt r�J1 ` > . t • ,1 k";; • 7 ki:l t. Project No T- 1515 -2 I �r ,! Page No. 2 s , ; °' .... r..Ltnu, u......1'v.i.:. fb'.w. . .. .. ....... ,,v .:......... ............. «.......... .... . ...-.. ..,....,w.. ,........,* n... ....... ..............• - _ . \,. _ , - `l !,- 1 � wp `. ,T r ...y} r V : I E SOCIATEs Inc • t' < f` , ''. %.` A, j Geotechnical Consultants % 4 , "�'�' 12525 Willows Road, Suite 101, Kirkland, Washington 98034 -.w Phone (425) 821 -7777 • Fax (425) 821 -4334 Z FOOTING EXCAVATION EXAM I NATION REPORT . Z DATE FOOTINGS EXAMINED 7 — 8 —0 PROJECT NO. `575 2 JU ' PROJECT NAME: r 1 `= C - � -,mss PROJECT LOCATION: / ' w Kc./; /4 CO O p CO W W CONTRACTOR: b c.' \G�i n REPRESENTATIVE: S o co 17 ("rim's/ S ~ j cv N W O DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: } g a (O FOOTING EXCAVATION FIELD CONDITIONS NOTED X W ZF f— O 1" ovn G+�4i cn ccre�s - cc ,- s i r• - Foa-t ; are ,..,.5 w e. ^e' e x �� v, 1,4 w F- uj i L Z tY otu. -cols d c,r, L c f /8 . 1 ' - \c i n c24 v7 se ,- c , mac- 5; /, D 0 d y U 0) 5 ,Not /e SetvsciY s; !t a ,•i'1 c la a .nce o I-- / n w u j Co.+, ,a S v c -rte — c+( f i/ e _s�cF' t"' r Im p i, L Z jj 74e �c.nD` ZOOO �s L�,7 �c � W t7 — U — h / H H cool S a fro s C•� • P ',.r O Z • G kW.?— x il°kil,t, , 1 AMMMOONMIMIIIMMIIMIIIIIIINIP NOTES: 1/4 0 s1 .4 a - t - ar',T +l C1 erck. s et Sv. Of •PG," S "ppc - eT 2 00'..: 1 s bt.aat (ec•� o r f S . An 5 'Lw -4 4 ine3 wct -f' d r' lcc - ✓ c4 w,r,!4". -retl .r .../1c, JJ ; ,a te ` l oe ( CMf+ k i gut -C-0 .•. �a4 r%� at/t'� Prier er - 4I Cc C� -N p 1 a G e °. ep.�'� ,2:4.;.:,;:-,,',,,/, :-; `, ' J h is i `' is z:. 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 '``y soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. . r �-' (',, ,�/ � psi. �� xi y ' COPY TO: st �1Duj�v, -inn I Arc L.. SIGNATURE 't 13ern, Kevn 11 17 ' � �• .v . TERRA ASSOCIATES REPRESENTATIVE - ,,, 1 ::. L I � d 'i,`. dP i ...• : ry•' r. . „ ,:! \r;: o /. .'fit•pi .h ,p, t" WC! . ,M,:,nR,xb .` l+haA.x: :M it:?L.} . . . A ea!enrmaw,m».w,..a.«.. .. .. .......,.... _.. .. .. , LEENDERS DRYWALL, Inc. 413 B 19th St. # 166 • Lynden, Washington 98264 (360) 354 -4629 RECEIVED JAN 2 1 2003 fosterview estates lot vapor barrier 5327605 walls and ceiling texture prep david leenders 4 �I = Please find enclosed information which you, Joanna Spencer and I discussed approximately a 1- i week ago. This revision is covering the outfall for the footing drain line on lot 18. Due to the excavation as required by the geotechnical engineer to meet geotechnical requirements, our w o I footing drain will not outfall to the invert elevation to the storm drain system. We therefore must 2 m I outfall the footing drain to the location described on our revised site plan dated July 8 2002. v N O oi- The roof drain outfall will meet the storm drain invert elevation. REG EAVED w w . H S2 1 P. We have included four sets of the site plans and the geotechnical letters for your review. JUL 2 6 2002 " O W u z u) TUKWILA Should you have any questions or comments, please do not hesitate to call. PUBLIC WORKS 0 H z RECEIVED } Sincerely, CITY OF TUKWILA , I I it JUL 1 7 2002 ' " `(W ggi l l C" PERMIT CENTER John Kappler, President Kappler Architects, P.S. • . i ViSION ,,, y :.„,;,7,,,,,-,,,,,, ,, , ,„...,,:,,,, r ,, 4 ...0.,,,t-,1 ,_::,„„„ ,, ,.,,,,,,:„„:,„„ izi !, 1 i yra §;k w d „2.,,,,,,, , Do ...,. 1 1 9 ,,.e,,,,,,,,,,,„,z,s,,,„ ,,,,m , . ,,,„,..„..„, 14311 SE 16t(t Street . Bellevue, WA 98007 1.800.888.4517 . (425) 641.5320 . fax: (425)641.5318 � > ;,: ►vtv Documents w.kapp(er�omep(alts.com L 1, : 1 ' , .. :\ v. { ' ` ut :' ' \'‘• ''''+ :' ;1 TERRA ASSOCIATES Inc Inc ' ` , Consultants in Geotechnical Engineering, Geology and • Environmental Earth Sciences l • Z �. REVISION No '~ W , UO July 11, 2002 N w Project No. T- 1515 -2 tu H i CO o . 2 � y Mr. Bill Fowler Dujardin Development Company RECEIVED D P.O. Box 1059 s F- w Snohomish, Washington 98291 JUL 2 6 2002 RECEIVED = ? H CITY OF TUKWItA Subject: Footing Drains TilKWILA w w w Fosterview Estates, Lot 18 • PUBLIC WORKS JUL 1 7 2002 • Tukwila, Washington v N PERMIT CENTER 0 F— w — w . I Dear Mr. Fowler: H v H �O As requested, we reviewed existing site conditions along the downhill side of Lot 18 to evaluate the iui N appropriate means of providing disposal of water from footing drains, from the residence being r_ constructed on this lot. It is our understanding that site grades and footing elevations will not allow z water from footing drains to be discharged by gravity to existing storm drains in the street. . We reviewed a sketch showing the proposed routing of footing drains for Lot 18, prepared by Kappler l Architects, P.S., faxed to us on July 8, 2002. The sketch indicates the footing drains will be connected • to a 4 -inch diameter PVC pipe and tightlined from the northeast foundation corner to a point of discharge approximately 15 feet into the open space easement located along the east end of the property. • A two-foot wide by five -foot long by one -foot deep layer of quarry spalls will be placed at the outfall point. It is our understanding that roof drains will be routed to the storm system located in the cul -de- sac in front of the house. Based on our review, from a geotechnical standpoint, it is our opinion that this is an acceptable way of . i i -F f discharging the water collected from the footing drains on Lot 18. The pipe should be sloped to ,. �� . ' ' promote positive flow to the point of discharge, and a cleanout should be provided at an accessible 1 l ocation. In order to reduce the impact to the native growth, best management practices (BMPs) should +{ ,,v ' be implemented when working in the easement. ;'` :k, Ic e x 4 c DO 2f. 1 ICI . / ,op, I • . e , ; 12525 Willows Road, Suite 101, Kirkland, Washington 98034 ;,,7 *-;..7 Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra @terra- associates.com.: .r.. »r a ..r..ra•. u ........ ... _. ._.....•..'tA ""' nY• r, v.. ea. a'l a...r..a'..e..n.a.:.....y....:. .,. _.. ... .... ..i ..... , , .-- . -1,-cr -s, ••\ -.‘ ) 1 ' Mr. Bill Fowler i July 11, 2002 1 We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. .) . . I. . Sincerely yours, TERRA ASSO , 1 . - . z A , i A. i IR \ ii , 61 .; ill • ,4:1;Irr //* • /. '. • '*'/11•ft CC 2 / Bernard ' oll I ' ' • 1 Staff \ • 1. P ' I u) Ill Ill i ....■ v.: wo., 7.%•: - , - 1 olioow..,.. , q////o u j 0 Anil Butail, ' , g ' 1 , Principal 1 u. < IFirRE8 12/9/61.3 CO D a cc: Mr. Bonn xappler, &apple! Architects, P.S. I I— Ul Z F.- 1-0 Z 1.- UJ ul. . 2 n 0 : 1 JO 2 1. 2 - _._., I— r ..„, . , .... LU cn c.) i= I o F - z , • • • . k • 1 I • L.. , '.• - ..- ,',. -, ' , ,k, '.[7. 1 ; 1. 1- '■ 1 , '',..■.''', 0, , .: 0 "' .5".■? "'",. ne-". 7 —Lt...Hk.....1',...,.`,. . i Project No. T-1515-2 Page No. 2 (..»,+:,..............- , ...L... i —"al — — — _ _ - , . f �" -, — ∎ - ' , ..4.1 .•` I . ito a_'•' w Z ; City of Tukwila Steven M. Mullet, Mayor 12 t. -- 0, ��; J � ; :. � q a`:. . ; z . Department of Community Development Steve Lancaster, Director - ' jg flg z June 10, 2002 , 1 1= Z �w .. ... ...,....... _.. v,. ......... .:: C:e...._... .... y. ...._.. .. ,. .. _... .. .. .. _ nann4wx.u,8'6xwu:rx+!1CKYW - - -‘. ,- -, - S\ - Th - ,' . PUBLIC WORKS DEPARTMENT COMMENTS DATE: June 5, 2002 . z i PROJECT: Fosterview Estates - Lot 18 ' tF- w ;t re _ PERMIT NO: D02 -119 -J U 0 4 CO CI Iti PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any Lu i � questions regarding the following comments. ._w w F 1. Please submit earthwork quantities since finished grading is different from originally g 1-1 ,, submitted Lot 18 under permit D01-160, which was voided per your request due to changes CO < o the architectural plans. 1" ur Z= 2. Is there any reason why the storm drainage cleanout is in the driveway an not outside the z o : driveway concrete pavement? Does the retaining wall have drainage behind it? If yes, w w . 1 where does it drain? Provide a driveway trench drain and slope driveway accordingly. 2 m U 0 ,o — 3. Label existing water meter. Why are there 2 lines connecting to the water meter? w H; Z w o 4. Label the street name on your site plan. LI ~ O ui 5. Provide additional plan sheets. List of missing drawings was forwarded to Mr. Aaron . v r. Swain of Kappler Architects, P.S. during June 5, 2002, meeting with Joanna Spencer of .z Public Works. • • • ". . , : i i i: .• iJf h1j''`.t t , t`L , 2' ip.t� ' i �.� # 't ti r .. .. .. n , v. . .... . ..... .i... '.li. .. .e - C ....... tlaL... 1p«,.....,.1mr. m..*wmwn •v .. .... ... .. . ... ... .+. .M.H.anv+ .. «...- .....,. ....r . n....i.w u ....... .. . r. t•i'rKn 3 „` . PROJECT NAME: FOSk(VI -"'”' Lot 1 g PERM! ,0:.. DO a - n e t Site Address: tfQ?P 5 1 3 1 P1 . - - -- Original Issue Date: (o•a O . REVISION LOG . .. • Revision Date 1 Staff I Date I • - Staff • No. Received I Initials I Issued I Initials I 7 - 17 -0 a dew- I g -6.-•oz � ,.-' :�, W Summary of Revision: ObIU"t, - Received By: �� ' � + av wi � j N -- .� J Z • CO LL W 2 Revision Date ! Staff Date Staff n No. Received I Initials Issued Initials u.. 1 co I 1 . • 1-_ Summary of Revision: ? F- t- O Z I— uj • Received By: 2 D (please print) ' U CI O ❑ 1- ' WW Revision Date Staff Date Staff = U No. • Received Initials I Issued Initials - LL O I I � 1- � Summary of Revision: 0 O Z • Received By: (please print) Revision Date Staff Date Staff No. Received I Initials Issued I Initials 1 . __.. • I I I Summary of Revision: Received By: ,. `.`. (please print) ; 4• L i • 2; , . t Staff a Date , Revision Date Staff I ,At °+:ry' No. Received I Initials Issued I I d I _ Summary of Revision: I I _ . h i r .� � p . ,+��x � , fillifiradr AMS1PrAgIVA.14ffla 44:.;-10 (please print) „, Utta t .. .. .. t .... c,!: ,. Y2•+ ,, wW" ....ffV.'"tr,YH!.N!xY'wr.M,:V .nr+.wnva..ron+.,tin . ,,,wa....v ...m.n. ... .._ .w ... - ,r.w.. ... ...rcwtlien...0 ». ..Wi,H --1/ r- � .— - . .., ' r t ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -119 DATE: 07 -24 -02 , PROJECT NAME: FOSTERVIEW ESTATES z ' i-z SITE ADDRESS: 4262 S 137 PLACE cc 2 Original Plan Submittal Response to Incomplete Letter #' v o = W Response to Correction Letter # X Revision # 1 After Permit Is Issued J REVIEWER'S INITIALS: DATE: '' ?�y'N s "w /4 I , Permit Center Use Only : 4,; yy c ,, z Ji, r y . CORRECTION LETTER MAILED: r De artments issued corrections: Bld ❑ Fire PIn Departments Bldg ❑ g ❑ PW ❑ Staff Initials: ;� : • I P il ` N el PERMIT COORD COPY I 2 -28.02 ''• Documents/routing sli doc a .�, P i .n> f VP., a U — . Permit Center Use Only O H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08-15 -02 rib tm Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) E s7:-. Notation: G. .�S'k REVIEWERS INITIALS: DATE: ' i�'wt' r fa el+ }F r, t ,. gi g . *} ",t Permit Center Use Only t.4 . 4." CORRECTION LETTER MAILED: { .� 44: Departments issued corrections: Bldg ❑ Fire ID Ping ❑ PW ❑ Staff Initials: ' • Documents/routing slip.doc �,+ 2.28.02 S t i :: , , , ,:, ,71p t; O OPOW it 1110 u. aa w ,1M0•+t'~064110X0**014xH..+.em A a4040 n. 0. ...ww.. «....,.. ,...,, , ,,.. „ ,.... n...... ., .,, 0 ., ......._., ,.. , ....0.. ._....._... �.,...r ............. «.....,o,wv.,n.w..,«,ne r +F. • _.4 ( 4444 , f. 4 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -119 DATE: 06 -10 -02 r PROJECT NAME: Fosterview Estates Lot 18 a \ : ;,=_ _ , - ■ ..r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -119 DATE: 05 -13 -02 ' PROJECT NAME: Fosterview Estates Lot 18 \. , i ._ z SITE ADDRESS: 4262 S 137 Pi c QQ u4 JU i UO X Original Plan Submittal Response to Incomplete Letter # co 0 w = Response to Correction Letter # Revision # After Permit Is Issued J 1 CO LL w O 2 DEPARTMENTS: g _, 5 I D /UGC � ' c Build�ivision Fire Prevention Planning Division _ 1 �() 6- M -° 1 1 rL 6 '� R1' 5 Z Public Work Structural El Permit Coordinator ,® tVrnu.�. v Zo DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-14-02 v N pt-. , i Complete Incomplete n Not Applicable n w W . =U Comments: u~ z ti p U _ = Permit Center Use Only I" O f— ' INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTI G: i I Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06-1 1 -02 , )Lt Approved n Approved with Conditions ❑ Not Approved (attach comments) ^SX;reb_ I . r.. Notation: A REVIEWER'S INITIALS: DATE: it "`r'i Permit Center Use Only { CORRECTION LETTER MAILED: (0-10 Wy ` '''.° Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW R Staff Initials: �4" CC ' , h Documents/routing slip.doc t 7" �^,'. 2-28-02 t!' ` &, ' .. .... .. .. .. .. ..... ......., _ .... ,.... _ .....,..,.. — .-- . — „... •.... -. ._..,r,....,,..u,.n„•n....Y+ T•�r'W.+Mtts3itti+l•81P%' - , - -_ \(.r 1, 'r ,' {, f : PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -119 DATE: 07 -24 -02 i PROJECT NAME: FOSTERVIEW ESTATES Q SITE ADDRESS: 4262 S 137 PLACE w QQ � J U Original Plan Submittal Response to Incomplete Letter # v O 0 Response to Correction Letter # X Revision # 1 After Permit Is Issued w = I- N f _ O \ W 1 2 a ?- DEPARTMENTS: LL Q Building Division P.� Fire Prevention ❑ Planning Division ❑ = d Public Works ❑ S tructural ❑ Permit Coordinator ❑ Z I- ZO DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7-25-02 u1 2 U p Complete 7 .41 Incomplete ❑ Not Applicable ❑ 0 Comments: = W i I- U I•- L Permit Center Use Only Ij,j Z N INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H I ; Departments determined incomplete: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: Z 9 TUES /THURS ROUTING: Please Route J Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: V,L-.. DATE: .. AY } APPROVALS OR CORRECTIONS: DUE DATE: 08 -22 -02 Approved' Approved with Conditions ❑ Not Approved (attach comments) ❑ _ ! Notation: 31( Did l ' Jai: -, REVIEWER'S INITIALS: DATE: a2 n�� Permit Center Use Only ,, . ,, i CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: r r `'' ," k . Documents/routing slfp.doc a VZ ` • , 2 -28.02 eix � ' ,•s ''fj 'C i.:.. ..,; •e .' ., .. s•'� ,J +4 'J •N 1 }t4J.k...• itbli'FlKAI.: r • . PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -119 DATE: 07 -17 -02 { PROJECT NAME: Fosterview Estates Lot 18 z � .. , 1~ SITE ADDRESS: 4262 S 137 PI r QQ W V Original Plan Submittal Response to Incomplete Letter # v o cn 111 I Response to Correction Letter # x Revision # I After Permit Is Issued WO DEPARTMENTS: 4a 5 u.¢ Building Division ❑ Fire Prevention n Planning Division ❑ = d I- w y Public Works St ructural ❑ Permit Coordinator ❑ ?,... j ZO , Ili W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07-18-02 � o r 0- of- Complete ❑ Incomplete n Not Applicable n W w H p Comments: O w Permit Center Use Only E- H O INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: `•" �''` d:s / " J �( t t Please Route JX1 Structural Review Required n No further Review Required n j j REVIEWER'S INITIALS: '7 1 DATE: 7 ' APPROVALS OR CORRECTIONS: DUE DATE: 08-15 -02 _ i l ti -r' `' ' Approved [N Approved with Conditions n Not Approved (attach comments) C , „,,, Notation: ' Viµ: r Sj r % f 4 s�j i 0 REVIEWER'S INITIALS: .( (� DATE: 7 -- 7.,6? Z ` " "' : ° ” ' �' 4 1m I Permit Center Use Only +,° CORRECTION LETTER MAILED: %} " " 'r Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • F Documents/routing slip,doc . P 2-28-02 r 674A1 p .,.wv ,s.. .. ...,. .: 1..4 ,.,.. i .... ........... w. w...t .�� Mil. ,. .. .. t.: , :.'iS�.::v�:s!e .r . ,..�- .we.n.war...,+c......... w,...» .,. .. - ..n_...+, .,.... . ...........,..... r...... �.».. an.,.. w,..... 5. io-.-.. �u. a+ rc-.. m.+ . «r.ra.,..•.v+n?rvaJnvWM's*RrIi1 ' -"WI r- — .r • . ,: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -119 DATE: 06 -10 -02 PROJECT NAME: Fosterview Estates Lot 18 a \, . i - Z SITE ADDRESS: 4262 S 137 PI re J V Original Plan Submittal Response to Incomplete Letter # u) o w = x Response to Correction Letter # ' Revision # After Permit Is Issued N ►— DEPARTMENTS: 1 5 �Q D Building Division ❑ Fire Prevention ❑ Planning Division n = d I— III Public Works xl. Structural ❑ Permit Coordinator ❑ ? i wo w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-11-02 v a O CO Complete ❑ Incomplete Not Applicable w H = Comments: I— H lii Z 21 Permit Center Use Only O I INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: i q TUES /THURS ROUTING: Please Route ✓� Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: k DATE: r)� . tO .0 �--- APPROVALS OR CORRECTIONS: DUE DATE: 07-09-02 (�i'f „. „, Approved El Approved with Conditions Not Approved (attach comments) y ,!,.,, ".''.',tr.',.:., f:. Notation: ;e REVIEWER'S INITIALS: Syti._ DATE: Ki 18` 4 s Permit Center Use Only '6 '< CORRECTION LETTER MAILED: t Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ? rriai.r t7 "'" •, , Documents/routing slip.doc r. I gi n 'a.7; 2.28 -02 ,.. . tN I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -119 DATE: 05 -13 -02 ' PROJECT NAME: Fosterview Estates Lot 18 a f H z s SITE ADDRESS: 4262 S 137 PI m U X Original Plan Submittal Response to Incomplete Letter # O N p co Lu i { Response to Correction Letter # Revision # After Permit Is Issued H '_ O w DEPARTMENTS: �? Building Division Ig Fire Prevention n Planning Division C = C! I— al Public Works n Structural n Permit Coordinator n z F- z/- ww DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-1 4 -02 v N n o w � n Complete Incomplete Not Applicable w Comments: I- tL O Z . Ili U — Permit Center Use Only O F INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route 0 Structur I Review Required n No further Review Re uired n + . 3 REVIEWER'S INITIALS: vi--1 DATE: I V 2_- 1 1 i APPROVALS OR CORRECTIONS: DUE DATE: 06-11-02 y N Approved C Approved with Condition Not Approved (attach comments) ' Notation: g yt i. REVIEWER'S INITIALS: �/ �{�� DATE: r� `'� `/ Y . k e F , l 1 ' F i Permit Center Use Only : ? t t ,' i CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: , , , P Documents/routingslip.doc . •.". , 2 -28.02 }}' :+.'- ,, i ... . , ..... . t ...a ;..t. J. G :,ti:.::1•„c:i:.- ..rNV..r.t.it} w. t, M .t. .... . - . . "..." -» . .... .. „„»iAna'VaM . . ,\ 2- `Ni - • 16 . PERMIT NO.: k 1 TENANT NAME: j O) fU I f BUILDING PERMITS INSPECTIONS CONDITIONS . ❑ 1 Progress Inspection Status 10001 No changes will be made to the plans unless approved ❑ 2 Pre - construction by the Engineer and the Tukwila Building Division ❑ 3 Investigation .< 10002 Plumbing permits shall be obtained through King Co Z ❑ 4 OK to Occupy 10003 Electrical permits obtained through L & I ❑ 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit Z W ❑ 6 Follow -up ti 10005 All permits, insp records & approved plans available cc ❑ 7 Pre -Move Inspection ❑ 10006 All structural concrete shall be special inspected 6 U 10007 All structural welding shall be done by certified 50 WSEC Residential ❑ g ' Y WABO certi ^�-60 WA Ventilation/Indoor AQC inspector W p /❑ 70 NLEA Inspection /Modular Struct ❑ 10008 All high- strength bolting shall he special inspected W W ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected W H ❑ 7 Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila to u_ ❑ 90 Resteel Building Division W O GO 95 Footing Drains ❑ 10011 The special inspector shall submit a final signed report 2 mi 100 Foundation Footings ' . - • . 1 • ' : - . • • _ - ture installation J • 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid u_ Q • 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment V) 300 Concrete Slab /Slab Insulation .4'10015 Engineered truss drawings & calcs shall be on site Z W ❑ 350 Crawl Space 10016 Any exposed insulation backing material shall have Z = 00 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation I- in 450 Plywood Wall Sheathing ❑ 10018 A statement from the rooting contractor verifying tire Z 0 an 500 Roof Sheathing Nailing retardant class of roof W W 525 Plywood Deck Nailing X10019 All construction to be done in conformance w /approved ? Q r - - , . a a - plans V ❑ 600 Masonry Chimney O N . • 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project 0 H 700 Framing ❑ 10021 All food preparation establishments must have King Co = W • • 750 Roof /Ceiling Insulation ❑ 10 022 Fire retardant treated wood shall have flame spread of I- U :00 Floor Insulation 10023 Notify Building Division prior to placing any concrete LL. 0 801 Wall Insulation ❑ 10024 All spray applied fireproofing shall be special inspected Z ' ❑ 802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated U co ❑ 10 026 All structural masonry shall be special inspected F S. a 803 Glazing Inspection F- ❑ 815 Lighting and Controls "i10027 Validity of Permit 0 a ❑ 900 Suspended Ceiling ❑ 10028 Rack storage requires separate permit Z 1000 Interior Wallboard Fastening Q ❑ 1001 Exterior Wallboard Fastening 0030 No occupancy of building until final insp by Bldg Div ❑ 1 110 Pre -Move Inspection ❑ 1003I Comply with requirements ofTIvIC 16.04 ❑ 1 115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations. flat ❑ 1120 Pre -Demo concrete ❑ 1 140 Pre- reroof ❑ 10034 Removal of septic tanks require approval and ❑ 400 Final -Fire compliance with King Co Health Dept. 1700 Final- Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect 1900 Final - Reroof ❑ 10036 Manufacturers installation instructions required on site ❑ 3100 Site Visit ❑ 4000 Special - Concrete ❑ 10038 A C Oro will be required for this permit ❑ 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all T1 w /in the limits of the SC Mall ❑ 4001 Special- Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 10040 All construction noise to he in compliance with 82 TMC ent is required new ro ❑ 4004 Special - Welding 10041 Ventilation iired for all w oms & spaces • ,;.'`� J I I. 0 4005 Special-High-Strength Bolting t/ : ''" 1 ❑ 4006 Special- Structural Masonry ❑ 1004 Fuel burning appliances '' + A e ❑ 4007 Special - al Masonry Concrete ❑ 10043 Appliances. which generate �' , g ` 7 .�s " Special-Insulating Cone Fill ❑ 10044 Water shall be anchored heater bhd ❑ 4008 P ecial- Insulatin g f �° t 10045 Reroof ❑ 4009 Special -Spray Fireproofing ❑ ,, ❑ 4010 Special- Piling, Piers, Caissons ❑ "Anchoring - All new construct and substantial i; tPil ❑ 401 I Special- Shotcrete improvement shall be anchored to prevent tlot•tion" , 0 401 Special- Grading, Excav /Fill r �':. ❑ 4013 Special- Retaining Wall :,< 44, {aA ❑ 4014 Special - Panels Plan Reviewer: Date: 0 i c .� ❑ 4015 Special-Smoke Control System S y Permit Tech: Date: -o- , ' z ..._ .+.i .,...,._. .._....r'3.�.....,....,.z. ;.t +..ie..'. .. y- t:i,:Jxn N!*..X..'MxvN .....w .a,.rw.........n . «. ,.......,.. .... ., . • ° M... .....,./..,- ..,,, -,, ..,Mn,,,,,, fYE.:�� 14,. .',V".'v' ir- .' . 0:S+. 'irk "l'ie ■ —"al # - - - •,\ r' '''""t‘ ) 7 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -119 DATE: 05 -13 -02 PROJECT NAME: Fosterview Estates Lot 18 a ` '= w S ADDRESS: 4262 S 137 PI re? -S/ , .-- _J " - __ r : ` � r ,, , Documents/routing slip.doc � r 2 -28.02 �, .. - - '" Cr n 1 1J ��s Cary of Tukwila ; .__ of 2 , Department of Community Development - Permit Cen • : , to _ P ter • . y i a � a l 6300 Southcenter Blvd, Suite.100 - N � ..� , Q / Tukwila, WA 98133 _ '. ''yea • _ (206)431 -3670 . Z ; _ , 1 �-'�"`' -r - -- -"-' . �. � !�J. , ., is s?: ,= +L;*�-�1i'1� - - , �_. -�L� ' . ,._.` ' W j Revision submittals must be submitted in person ar the Permit Center. Revisions will not be accepted nn o through the mail, fax, etc. W = ILI WO . Date: j -/ -02 Plan Check/Permit Number: - g - ❑ Response to Incomplete Leiter # • 5; ❑ R esponse to Correction -Letter # = w •'' X Revision # j after Permit is Issued ? I.- is W W Q x1 Project Name: ros�2il�ti.J �5r.45 0 o �,? ti Project Address: 4 rj /37' PL I' f • O cn - -- W j°i Contact Person: • • Phone Number. 0 = v 3 c Summary of Revision: ,': . '• L'_- p w, v co I a ;a ', i ,, i RECEIVED CITY OF TUKWILA - J UL 1 7 2002 . PERMIT CENTER i • ,. ap Sheet Number(s): � . J;`' "Cloud" or highlight all areas of revision including date of revision , h j ' . ' , .# i ,�• 1/4A •L N�71 t Received at the City of Tukwila Pe.,nit Center by Wi/ Y' '' ,., x� ' m Si :‘i 1 erra Entered in on f1 is Arfo 11 • * •‘0,t , �h.>*,�'�� 4d c".: P . r. 0sroroo , Ci ... .. ... ... .. ., � .. t:. ,�.. ,., "...aico...: ,::.,::!»..w.. .. ...: <vo ...,.., .....,...w...... .....«....« ....... .. ... .._..- ...... .... .... -..-........., �........,..... w»..., ...,.a¢<+«riwtdYrW7/M�Y't.IkdNt i i 1 - .-- . - -k-Cr _AJ�v� "• -wqs'' City of Tukwila o : 1 ? ', Department of Community Development - Permit Center �1 •, ‘ .40 T I0 1 6300 Southcenter Blvd, Suite 100 d)\ , ila,i_: Tukwila, WA 98188 (206)43 1 -3670 Z r Y'I''' s ; REVISION SUBMITTAL gy J Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted U 0 O through the mail, fax, etc. w &c. 7 Date: O Plan Check/Permit Number: V I 1 C i W O ,, g � p Response to Incomplete Letter # ( J5 ( 6 u. < ,, CO ❑ Response to Correction Letter # = d El Revision # after Permit is Issued Z F F- 0 , , t k PW-W 2 0 r; P ro ject Name: � ♦ � CU � `° P roject Address: • � � • 1 -� 1: UO — ''' Contact Person: ��l \,v � — Phone Number: ' 2iV (24 ( 9 w W , r Summary of Revision: F ' H . 1 � POD] � s P - ) w Z :. i,i= CtIVED _ ,,, CITY �r T�KWIL/ U N i e i ?On? z "CRtvlli wziv1uhf k. • ■ • • j Y , , S.% Lit L Sheet Number(s): 4''''''...- j "Cloud" or highlight all areas of revision including date of revision highlight c, , Received at the City of Tukwila Permit Center by , ,I(N) ' °` ".{ . 5 ,' ti" A zf' ' qc Entered in Sierra on 6 TN''T II I s i , . 08/30/00 I i ► �/ , ,-.� � r sr a. D Connection C due prior to connection; 1.:• ,, OFC: $ $S'O • 0 SEC: S_ UNIT: S TOTAL: S f ; (Subject to Change on January let) v ' I:. King County/METRO Capacity Charge: Currently. 31000 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without ° ' "� : - ,:---L .: ` notice.) ; �;, t ,� {t • 'oii�Y • b. Easements; ❑ Required • ❑ May be Required ' `''' =f` C. other: : ; r. 1 t f• trt WI I hereby certify that the above sewer agency information Is true. This certification shall be valid for one year ` ' from date of s azure. , ti'' , ' y (l . dr 9 o� 0: By Title ate .w 1 i' 4„,..-- ,..,,,,, t>0 2 Ire I I/ r 1 .. -..• ., ., ...i. fYNtNhT.PIDfMlw4WM' Mkt. uFM4wsG. :utwww+K..n..ew.x- +....o.. wr. «..:.,.- gun- .MWiL1Yfi:.. npnrr, lrrtf'+:` 6: 4TI .rfiLw• «UOrit.A:f +A!! ? # % A ORtd'( t: tlaiF6% NYkYK ..CIYI- IM1'1Y - - . ;$M w CITY OF JKWILA Permit Center • H 1 a . -. ';; 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 1904 Telephone: (206) 431 -3670 Certificate of Water Availability e'r Vie") £p .Required only if outside City of Tukwila water utility district) Z PROJECT #: � re w PART A: (To be completed by applicant) 6 v Site Address (Attach ma and Legal Description showing hydrant location and size of main): )G L J � S' ) 0 ) jl . �.• ::ids •trjii: 1.)t` •ti .' v'�i/• ..1:•',1: " 1 :�: . .PS., + ; t.QWn r li#�drma ran.., . •: . � Y .•. ; ..;� . q . : : �, 4 .�> ,. ti rent t3 1h1�a i�i;P �'s� :.�.. }' _" :.. ,t = ; rat• r, , �- 1. ,,, ,_ u. Name: OUl. CQ�'Q- 1.0��1�Q.i1.t Name: Ka,p (){ K-+�' u► t ' W O Address: Address: g 5 Phone: gas - 334 1(8 Phone: Z5 - 63c9C) This certificate is for the purposes of: w B' Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ? ❑ Commercial /Industrial Building Permit El Rezone CI Other z w Estimated number of service connections and meter size(s): 5/3 )( 3)4 t 0 r-_- L o U Vehicular distance from nearest hydrant to the closest point of structure . ft. o - Area is served by (Water utility district): 0.e7(t W'�� 5 +(� . �a5 = U • Owner /Agent Signature: Date: 0 (J 2 i7_ S ' a V w N U PART B: (To be completed by water utility district) The proposed project is located within l u� c .mac I IC- � ''`t'r (Cit Z The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: iI /i (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of • 3000 qpm at 20 psi residual for a duration of 2 hours at a velocity of It- fps as documented by the . attached calculations. I hereby certify that the above information is true and correct. lC C Cc,Y4 -r-, 112 4 5 Agency /Phone 20 G •- 2_ycZ K- e 8 Date PART C: (To be completed by governing jurisdiction) Water Availability: El Acceptable service can be provided to this project t: (1 ❑ 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. tpn, Minimum water system improvements: (At least equal to 82 above) Ti4a, (Use separate sheet if more room is needed) ,,p Agency /Phone By Date (1/T AW - ''4 /_ - :\ ReE ' �ntial Sewer Use Certific Jn (To be completed for all new sewer connections, reconnections, or change of use of existing connections. 0 &iii This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Niill Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) .. . Owner's Name 77 A XPI //PV &LO �'t?t&7 For K in Count us ' �` �. ^` t Q 9 Y � � `��' ' � Y (Last, First, Middle Initial) • A c cou n t : # } t ;. t yf3 ;? : t� 5,wr y t7F 1 . ` Property Tax I.D. Number Zw 2.00 — $0 i 90 =r r � � 4� 1. w w • Property Legal Address: Monthly Rate ' . , ` , 1 '° "`� D Subdivision Name/from/wow EsrAii s Subdiv. # r F ;, U Six'Month Due , 4 i ,l, v O Lot # 16 Block # ° LV + ,i r rv t�,n � ii i (n ) •� t � ,r '., U) W Building Name h Y Y Y m1Cti�j CW l i > W Z (ii applicable) 1LiY r ` r ' 1 i i � 3 � S y7 r, J 1... Property � U) u_ 4162. ✓ / 3?� r . ., r . f� �. 't O Street Address , ,T - , r �° f x l i _ , F ,� ��� :� • ; �1• w City, State, Zip , r ., ,� T r1 })�f,.i -�� ; , . , ' • ' j T 4 r .; r t 1 }'1 k t Fk ; ,Y, �� -' u_ Q Owners Mailing f s;,.; +.,,h. Address PO Sox 5 $0 $ ! } , r 'j41 r , r { , S, F I (If different from / Iy,� /1/`� < ;�� : << ,� �.- W g ti` I6 1�/./ S ' >T i;, t 2Y tt , f -; above) 98D�b ' �• I. I ' ±.,,..� F" t f , :�Ln�7�r' •e f S r d" "" 1—. 0 i.t , .t s. ' t is s rli °ljr/t4 x)r:• Owner's Phone Number (4Z5 ) 331 5 y + , � } ,, x x{ • ` ftiy[ i Z tR" I it ti;t c }, ` g ,,,' Property Contact Phone Number (12 ) � 3Z0 ,ry , I {} 4 F }� I O L� y t . l y iii , . ' L V w f/ ,i 1 5�� 't J . 1 , i✓2 ? f' K + , ` r r J � .. .f � Z " ;' '� B O — Party ., 7 ,i ,, , , I . ;4. y. , T al— to be Billed l ` � + �.tt r � , t s fi � q r L - s, w f Y' SY t t. l , 4 f r { 7 t } 5ti.i� W (if different from owner) ) Y, x , 4 'S0,, i� ;7 f:P J�7. I Party's Mailing {� r t t � . .; r — O Address = • } , f >t{ =Awe` R 'I (if different from F } I M,4. ) ,,r ,. • C.) N y ) 1 it�F k Yiirryrt� p• Lu ? above .:'.::,/.'; k >' i }, '.cr, . O /— Cit or Sewer District VAi.- Vu,E `� ° M1 . Y } ° Z '^ • '� ' j\ r Vr � r 0�'.�}i,''�L�L>��r' +✓ t � el�l j Date of Connection , 5. c t s 4 , i ` , , ,<t ,1 { 7 � " ti ! , ; s , � . 1 , . ,� yF. S k i r ' Jr "t d Side Sewer Permit # D02.— / i . t , �, _s t , A ` '.,' • "Ytfir] 1• Yt,t?' . «pir tt D o f pre-existing building'? O Yes O No r ` ` , ', t` � t�x ` P 9 9 f s z .. f a a ,,.t? ( (p, ., Demolition Permit # ": , L , ^`kN Residential Customer Please check appropriate box: Equivalent (RCE) RECEIVED - 0 Single family 1.0 ; d T Y OF TUKWILA LI Duplex (0.8 RCE per unit) 1.6 q\i as 3 2002 C7 3 -Plex (0.8 RCE per unit) 2.4 , i �� t l f°• [_l 4 -Plex (0.8 RCE per unit) 3.2 PERMIT CENTER L ""' " i re ,, . Cl 5 or more (0.64 RCE per unit) F. = F • No. of Units x 0.64 = ,4,3' ; f . [1 Mobile home space (1.0 RCE per space) 1 „ , • _ -F. No. of Spaces x 1.0 = , 4' For condominiums, please fill out Supplemental Form A in addition to this form. j'r „ , I certify that the information given is correct. I understand that the capacity charge levied will be based on this information . : "� 7 �'r�b4tk�i "� '`• • and any deviation will require resubmission of corrected data for determin ' of a revised capacity charge. . il?y W= 'i Signature of Owner /Representative ..� %� Date .5 ^'Z- Print Name of Owner /Representative t . ,, 1057 (Rev. 2/00) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer , ,. >4. .:: ^F�e±. trk� ,t �# HSYXYfdq •`.WKax6,'i'.tiurJ+'nq�.!:eues srt*:: ; r, , ,................... .,.V....:�.. ,�- ,w.��...... .xuy::�. r ...,. ... ........+c�.. 4rva.• r., T., vriN,:: v »:v�:aYq.,co-;Y+ru. « *�,, + • , • ready for issuance contractor registration card gary bumstead 7 ''' N ''N,N.,,,,,,,,, . i ,•1. . , . . ) f 7 r'777 71 `i: 7 ,' V , s . _____-_:_ . _ ___ - 7 ---'-' ..---- 4 _ .� r i 1�11�1 1111 I i M it _ ( �U IT:: 1 F_______-=-__-- - — �: - Iii ,, .... n 3 r k r— _ _ n is._... i E..L.�.EEE�EE ' • W µ1 I � I v �� _ } 3 yi h . A RR _ i I ' 7 L. - kli 3 } e Y I t� v 1 i y '' ,, ._ _ Nom f � ^ ^ i • t S ide Elevation _ W - __ ''� i _._- . _•...._ - r k �� ^te � .I �, 1� J � • - � � •+ p ;•;:.` i:'. .c L ��' cb�iR; O •, - .] z a. _ r 1 1I _ _ _ CODE NOTES ?' - l• -: , _ . — , . _ P Mt � FILE COPY - W W SERARA � O FOB I understand that the Plan Check approvals are : .f N p y :rvi3O"101; R - '' t subject to errors and omissions and approval of i . ��J ; , plans does not authori2e the violation of any - `° fir °� adopted code or ordinance. Receipt of con 1', _ � q gE t�¢C p tractor's copy of approved plans a:�d g F = # A &^" !! ,. A Be l W �t 4 suet' I L ; y` 7 0,,77 _ �'� Mr e,.......• O � . �E �p� A NEW �►EiN FEES. L ''� 1 DRAWING INDEX W w w f, h a Y SQ UAR E FOOTAGE Det_ - i- i590N — — W A A2.1 FOUNDATION & A O H Permit No. �� -! MAIN FLOOR 931 SF Al A LOWER FLOOR kING UPPER FLOOR 1177 SF � � - AS 906 SF A3. MAIN FL PLAN �..� 3 ' GARAGE 478 sF TOTAL 2108 SF A4. UPPER FLOOR FRAM A • A5• UPPER FLOOR OOR PLAN o DECK /PATIO 3S SF A6. UPPER ROOF FRAMING • N g Ill PLAN 2108 W/ MODIFIED WATERCLOSET DE C _�� -: _ S u a5 � -3 A7. ELEVATIONS & Z • rail - OuTS'DE 'ACE C� .. ��0 5 X25 4�iE = UILDING SECTIONS 4") s -- -- : - - GOUh ONCE IN ''.>LG ILA'•'ONS OPE 1 1111111111 : _ FOSTERVIEW ESTATES LOT 1 No 5NCLuDED N M o S A D 2 STANDARD DETAILS ,.ao 8 2. Aa D STANDARD DETAILS N0. ' 9 . , i ,� Si. LATERAL DETAILS i ;., ��+ S2. LATERAL DETAILS 1 co S3. LATERAL WALL SCHEDULE � I h . I 't 3 =�'�7 '' ,ti �' LLC) De ck 17 02 I Iq , • ° �' . � � w • _ . � E Li_ Rear Elevation ► Dining Bdrm. #2 V , -_ 0 15 g xlo M. Bdrm. • 13'- 4'x10'•4' co c 154x123 . __, := L, G �`� .L s • 15 _ Family Ilk__ _ V J 5 IONE f 8x21 tip► h= `) �c� Unfinished Storage • � "CC : - �, / . . ,- Kitchen 1 { l *IC. B dom o , #3 t `r r I', M. Bath Cl DN k MI X77 1----1 Below • i i i i i i urat i I El , '1'E' _. Covered = l lil III i -� - P Office ` ;rte Garage 1a 0 'x12' -O / - ; � --- _ ILA 6 1308622 23'5'x2 ' ^ Utility • r ■ . . — J i f , SHEET S ide Elevation ,..:.___ C AQaOgA�TEU�ARCFNTECTB _ I � KAPVI AE�OCI AAf�It � P ERMIT r - — �, p CENTER COVER SHEET Louver Floor Plan Main Floor Plan Upper Floor Plan _ 990st622 Dok...1(ci/mo MO 1 0 ti :! ; P1 i' :;4 _ _ _ _ ___ .. — . _i I '.. :. . , , : . 2 . : ; P2.5 , N 4. t ___ _. . ___„, , ( , , 2.. \ 22 . . , 4 i 1 . __ _ . 4, \ ,. . N , . . . , , :312 r m _ . . , . \ / I I .,' . ' / \ use. " .... _-- _ . _ 1/\\ ',_,:.______„,..----2 7 '' L - ___. „, • , . r , :. - I— I f' \ -,,, . \ \ ! I i , ,- , .r 4 • - J r r B r . -r .-+ 1 • 31 ' ' - 1 - 7' ... .__ I P2 8 i ...._, ••-•---• fi✓ .- .-• r �.-+ .fir r �— ,--.\ \ __ ____1 i - j > hg Sd • \ \ / . - ,'_'' r t r ! / / / / / / /7 ; / / / / % / / / .{7 \ r ....Jo...-. •�-o. •-+ •-. ,--' ^.. r-• •--• ^' r h-' `. •� �OIICT ',' jx - - ; I — 33 -- — i O O I k l O O i , \ / - J ! , , , . / / / i /I , ; ' , / . , / / / / / / , \ • r + r `♦ ! r ...________.....,..________. , ______________ _ /// • y ,, / 9 /,/ , ' / / /, / / — ---' ^.. . T .. , _ KEY PLAN z ' . ,, . - \ ' r •= '-� .� r r . -„ --.• r _.. ,._. , ! / � ; 1. ,, - 24' : / / , / ! z j / ✓ i / \ � - rs : 'i ". 1 ••_•� . i•, F r ./ . ,-��. -. .—. 7 ,,y .ter r , ii ' 7 A. . 4, • , .,_ \'' , , ,,,rI „' > / / , / . L /. y / / / / .� r ., .___, ? PHASE A / PHASE C - .._...._. — , • `! ,�° • : - - r ; �. , •-. �: PL USE IN-PLAT _ � � T r ,/ ,,(/ ! ri ✓ , ,/ f�' // ,/ ,v�v` - -- __ r r r \ 1r - _Ir .-.." e .■-■" o....--.i /_f 1568B ■ , - 4'.. 'd- i� —_� - ' / // / / ( /mil . ,> / / / / � '.,,� `"�� . - • r ; �- i T - - - -- 1568B - \ ` r •—+ :--� .-r .+--� . ' /. // / 1� -/ ',;4;•, •, %, // ! �, ® / ,-•1 ,+' /.. -+�i .i• r� • / < ' / PHASEB PHASED \ ^ � \ 1843B \ \ ,'�,,;� . - 2/, / ; / 2060 5 �. i . k k I-4 i t / / /�1J t,„...„,/,../..,.. ` /� 7 � r� f/ r \\ - `i.. / /, i \ � ` j %� I Tom' , �' — 2108 5 (�2) �' �� , � �. // r_ i /,i ! �'' % 4f4 h-1 2246 1 �/ / _ z ( ' \ ` / ..,;;X: , ' ' x / ` � (:/_."- I= L/► -<7,4 . / // / � , j , P HASE K EY r I � , .- / , .J 5 / 2119 6 I �,�` �! / , ,, ,.; ; -; ,, \ E..,, W _ CONDITION �r 1' A� \ .../. / ! /1• / / / / / / // ' L Imo ` ,.. / A • .____ 1. CONSTRUCTION OF IND DUAL HOM �IN DIN ► .� \ \ , ' , '/ •� �" :� _ �:: ` W O 7 ; LOT # PHASE PLAN MOD'F.D MOD?F.D FOUNDATIO E FOOTINGS, EX. M S E REFO' \ ��, f , /!/ `� %i �,1'���ii'"/ �"� %'i ` � Y "4 P A PORCH AREA LOT # PHASE PLAN PORCH AREA IN ACCORDANCE WIT THE APP OVED HO / '� - / \ / ./ i J �y�� %� � ` J - /// �"��' �'' \ • , \ I DEVELOPMENT PLAN. \ r ;,� /� / I j" l '"y • LOT 1 1843B X LOT 21 2119 2 THE DOUSE DEV ,y �,; �� � , ' ' / , ; -- i, - .- ,- ; --. . — �— ELOPM - , T PLAN p� % I NE' to v \�� \�� '\ ` ti ti a • � , % ,, 1 � � . . % i -- 1 + A REAS . E ACH AREA IS TO DEVELOYED,\ N T •" ' I, �' -' , , /' �"i i"`/ i ' / • ' i. 1 LOT 2 I I I C ORRESPON DING CONS RUCTIO 4 AS •`,• A %- ', a ,/ �"i � -� �,,�� i � j '= ( l 1843A x LOT 22 B 2060 5 l� ' �� ,. , J ; ; ; . � - A — 1 — ( ; 3. TH CONSTRUCTION AREAS SH L BE DEY,EL 'ED o ( - - -: - - = t LOT 3 I PER THE G EOTECHNICAL REC ►`M MEND T ,NS � ; , ! ` r \ ' i� % \ < 2119 LOT 23 ' - � �' i 1568A OF TERRA ASSOCIATES OR ANOTHE GEOTEC NI L -�"'` / / , / / �'/ L- a —a — \� .L-- is / / \ ENGINEERING FIRM AS APPROVED BY TH ' CITY OF W 1 i % f. -\ ,. / / / / LOT 4 2246 ! I I` r.. , ,. ; � _ ! f % _ '•� LOT 24 -:. �� , /;- / 1 j 1568B 4. THESE GEOTECHNICA RECOMMENDATIONS . ' E TO BE C ► , DED - et /, -� ,, , :- ' /;. ` ../,- / - : \ , � , \ } .- — - — - - } - -- 1 — I AS PART OF THE SIBMITTAL FOR EACH OF E SINGE FA ILY 0?'' � � .+ v \ \ i \ \ • PROPER 7Y LAVE - fl I RESID ENCE PERMITS; ON A LOT BY L BASIS, G UI�ED y j , \ " v \ ( rRAcr 80 Y) LOT 5 2108 X LOT 25 1843A IN CONSTRUCTION PHASES. s - / 1.11L„../ . J u v v ■ ' �' \ i I T 1 RACT B — - { S. THESE RECOMMENDATIONS ARE TO E A ♦C u `te::..: > �\i v — - �,v,' \ �, � 4-- -_R/k' «° 2246 LOT 26 j LOT 6 1843E INCLUDE SPECIFICS FOR v./ ��✓ \/ v ' • . / V./ Y > ! � � A TEMPORARY EXCAVATION RECOMM : DATIO B v v v7.v 7 v \,' y v \, i (r) L.r) ! i I W F R T LLA N OF He U v �'' " / ' v / o 0 0 HE INSTA S • n.ii \ :! r v , : v • N � �� LOT 7 2246 LOT 27 1843A AREA To ALL •4_, co I T— - FOOTINGS, FOUNDATIONS AND FLOOR S \! v ' .il, , .,, ;,; =4, \ - --- CO LOT 8 2108 I T R CONSTRUCTION AREA AND PHASE MITIGA ON MEAS E51 r \A./ v �i �. . . . `/ ' ; ‘ :''' / � ' \ \ ` • 2 08 i v 1 LOT 28 FOR SOI STABILITY AND EROSION CONTRO BEFORE ND!. ''' " \/ \/ ` ' •'' ` \ - . - "� co 184 3B ; .,v\,v ti 1� H-- 1 -- DURING HOME CONSTURCTION. y v v �� •.-- \ "/ v ---../ �• \ v � ;:i: C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW ' E IMPLEM N ± �' ▪ v " v s'/\/\_X./ ' . L - . -�- LOT 9 LOT 29 D 1843 B 7 TATION OF ADJACENT H OME DEVELOPMENT CONSTRUCTI AREAS ' ' ' " } 2108 - _ —_ �-) X- r — - ' j D. CONSTRUCTION DESIGN PARAMETERS ON A LOT B LOT BASIS ! " • ` ` - <y `„`! x � ` ' - �� ,/ ' i Q - o LOT 10 2246 LOT 30 I E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE L MATER L � , • v v .. d - 1 *. - - "� • , :-_ n CO f 1843A SHALL BF, OVER EXCAVATED DURING CON RUCTION F v, "7‘ v v, • ��!�� \ / o - 1- -1 { - FOUNDATIONS, FOOTINGS, AND FLOOR SLABS. 'DITIONAL Y, v ..•/ v v i ^ r / '� z LOT 11 2108 • f ..v. „� .,,;.. ; ;, ,,,•,, „� ..„ Ei�,, ,•,• I I OT 31 THERE WILL BE LIMITED EXCAVATION AND REMOYAL OF E UNSUITABLE \1 v " , ;. r I 2060 i SOIL DURING DRIVEWAY CONSTRUCTION. ' ; � • \., v v � ` = " �� ' B! �' ' 111 ° E `. v v v v v V •/ v v v v \/ "/ \ / r - .. ''' ��r rm. �' .. Q Cll - - -_ ! - - F. FOR LOTS 35 THROUGH 40, THE SLOPE ON THE PER PORTI N v v v \/ "/ v \/..././ \/ \/ v v \/ i ce- f - r r , , o - ' -' RECEI ✓Eu m LOT 12 LOT 32 ..././../...r ",./.. o N 1568A (SOUTH END) OF EACH LOT WILL BE FLATT ED DURI G am ' + --";•--":-", � r / n; KWILA I 2119 LOT DEVELOPMENT OT ACHIEVE AN 1NCLINATIONO 251 ANOT ER ./ -,, \/ �' v \,- \! v \./ v v - •► - - - �-<' F / _, ! y I ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVE CONCRETE OR •✓ .....4.-..../ v v v \,• -✓ ......../ v v " / f - iLOT 13 �, -'� „F , _�I �� : �;� Q 2246 LOT 33 A 8 MECHANICALLY STABILIZED RETAINING WALL THE OUR PORTIO �� 1 I ..• _ 2060 8 ' \!: �. \,,. \,. \.i V \/ \/ \ i : r r �. i �- : / PERMIT CENTEf? _ _ (NORTH END) OF THE LOTS WILL HAVE THEIR S PE PROBLEMS v- - �'% v ./ \ ....v./ ' J i A i Ji `- r J — ` — ! CORRECTED DURING LOT DEVELOPMENT, I I v / v " v \i v % ; - i I \, °� .,�',, :;,,,,.././..," J .. ,� , , i ., „ „ I 2119 ; \v \,- \/v / LOT 14 2108 LOT 34 1 Q i j 6 . THE APPLICAN IS TO INCLUDE A5 PART OFT EIR SINGLE ` J� ;� 1" ;? �-- v.� --"-----• ; „�'�' : -" -,, , .: "- - \, > " v \` a, • - - -t -- -� - -- ", •. \,.' ! \/ . �.c ce ✓ ,, • FAMILY RESID PERMIT, THESE GEO ECHNICJIL LOT 15 A 2'F. ' LOT 35 RECOMMENDATIONS AS WELL AS A LETTER FROM THE EOTECHNI AL y - ' - ' - j` - -' = j . MOD'F.D (1) i 3 1843 B • I ENGINEER THAT CERTIFIES ON A LOT BY LOT BAST GRO ?ED IN AR - 1 �. ; \ ' ` i% - - r J r I- 2108 — I — THAT THE HOME FOOTING AND FOUNDAT ON DESI 1 , � \\ ‘,/,' 4 LOT 16 MOD'F.D (2) LOT 36 I 1843A i ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECO MENDATIQNS. � _ ,,,` • — �_____._.__., I �__ 1___ ___-_J -- \ ' TITLE - 7 . DU RING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSE VE , --- ____ LOT 17 2246 I I I LOT 37 C 1843B I THE IMPLEMENTATION OF THE HOUSE DEVELOPMEN" PLAN. Fl LD ' o A APQ�ERrr LIVE - 1»' TO P REPORT'S ARE TO BE SUBMITTED TO THE CITY OF ADDRESS: TUKWILA A D h ■ -- (,w'+cr BOr� — _ _ _ =,.-.. DR 3.N0 960132 _, LOT 18 ! 2060 LOT 38 A TEMPORARY EXCAVATION OF CONSTRUCTI ARpAS ACID 1 - .-+•( :" = T RAC T "A" --- - • 1843A — _ MITIGATION MEASURES. -' -- ' I - - -_- - C L OT 39 VERIFICATION OF FOOTING FOUNDATION, I NING W �.i _�,. -- �;, ,-- I Z. ______ 2119 � � � � � D . , , ' _ v 1 1 q LOT 19 4 I i 1843B B AND FLOOR SLAB INSTALLATION METHODS D DRIVE A Y - 1 PLACEMENTS ACCORDING TO GE013CHNICAL RECOMMENDATION NS. ; ' LOT 20 2060 ! LOT 40 D 1843A 10 + C. VERIFICATION OF BACK FILL AND PREPARATION F IN ADJACENT HOME DEVELOPMENT CONSTR O CONSTRU ON -- _ - _ " --- / SHEE7 • CTTON AREAS % - ' — ACCORDING TO GEOTECHNICAL RECOMMENDATI NS. ! 1 �; ,,� 20 40 80 1 LO p_, HOME PLAN MATRIX & SCHEDULE r ~ w :----- 1V S THE G EOT ECHNICAL ENGINEER IS TO PROVIDE C RTIFICATON r !� . O M E E V E L P M E N T PLAN' -�' ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED � I IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATIQNS. (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) J -• �` E ] = 40 • 1 . ,• 6 4 / - ,,.71\11--;- --- - 624,--li , 1.1 : . _ \ . 2 1 ' 0 -t-,, :.: : P__, , .. N ' 112' 14 . 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US ES IN /. :; . � -- � , ��i, / � • INNIN4 1 _1 FOR EROSION CONTROL AT ���'� � , - - � ;:�. , , -; . ' , I �: �� TROL EXISTING SILT /. 4. • / F ;' e�= , FENCE ASS W r SHOWN N . /. 0 C• ; 2T / W ORE MAIN 1568A � �� � �. ;-, h IN PLACE UNTIL PUBLIC WORKS _ / Ij 1 - ., . / �- ,; 1568 \ ,,, \ - \ / ' ti , ;j _ �, 1 f� ! 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' 1 ' • • , . \- . \ , , PROPERTY' L/NE - TYP , , Cti i aRAcr 80r) ' I RECEIVED I I I • 1 [ I v.- I , • , .i‘ s, St ft , ----- >'' '' 4 ' a \ KWIL , ,.. ., ..___ CITY OP TUA I / I I i T I — \ 1 . TRACT A . „ , . ( ' "1 . .. . 1 - ' , i i \ 33...., -I- , , , I I k \ • y , TITLE -- - I .• lk - i `, !1 ! ] I ' •• , i, , \ _. i I' . , , . . ., ‘• . • . . / . .. ., I I _ k . 1 ■ , I ' ' • - - - 98013 I I • I • , • ,, . - _ , NEW 5 ASP . ' i \\. i - i _ _ .. s 1 • , , i , , , . . J . • - . . . --------- . . - . . 1 -- i 1 - .. ,• . , ,, .. , i _I .' H. AL SHE A' i • . ' i I • - - 's , (\ \,,,, I , ■ L :________-_- - IlL 1 • , 1 ET ow --- --- 1 1 I ,.,, ill, i , GRADING AND STREET PLAN ..., 1 . ,, P1.5 PER CIVIL FINAL GRADING PLAN SHEET CO3.1 L_1 _ SCALE 1:40 • 0 20 1 40 - 60 . . $ 4 , 4 • .., • 0 • • SOUTHGATE PARK EX ROOCERY : 7 , i -\- A r\ -, ifLiSn�v 4142 C u�tn F.f ,v r I i' r r � ? i \ • J� / I PE6lrspa .Up K' vA'tn fAffiliti r E X CL'> MAL[ Ex Grtr P rLE — ; � .. - �.� _ \ ro . vcr � z I IO Aev.1/f 1 a .>, s saalw w� Rai !! !O /�BY�i >n' - . ` ` \ , R - -- -- — —' � - -- -- - - -- - - � �R f9N ` :1r FSY + �pEtANQc Epii Gtl/1rEASf F �LJPA FSirl i Fyl, ",I \�. � � • ` � �� � a — T _ -- } - --\ ? _ � � - � � t I lg • \ .y q � [ \ z E O a /�� ■ ♦ , i j ! -- 'fi e-- t �- ` .. _ . _- •• _ . - -- y I '\ ` • Sid Z �, G. C. -\ \\ 1 - - ,-. i -/ ` - • - - fi t. . r I ` - _ "i-'� - - �� 1 - __ +C - •�_. ■ ♦ W • ■ \\ `�� \ i _ Wi z. ` - T c ' �`fy � \ � � `\ � \ ` ` . a .) . � .3 ♦\ ��`� . - �_ n y _ 1 I 1p _t` _ �/ R ` �\ \ - O O py • Li, Li. -7....-'., � quI!!uI.It%.:: . ' . Ht 1 ` t � . [• 04 1:4 LK IX • 1;5 \ .. „ �� i ,-*r` . �_ _ - � r1 f� am t j ,, 7 / .. .y • tSQ. _ "_ _ 4 ` '` G Cn ♦ \ O o O o 0 • • ` \ ---/ , til. i S� i �_ J ' , sue 1 =j7D i .1 , % .!- \ �\ \ \S\ \\ - ' ■ • .,..„— t /�J ^� -�_ / A t. _ �� - i * I -VA leak _ ---.” � / "� 1 . / '''•� \ H:k: \ \ \ - - O O "y • CUT & FILL CALCULATIONS (IN CUBIC YARDS; ' `� - r , �_ _ ,%• o �''�1j� ` /�,,. �. " - x� - \ \ \ \ � . . . s :.1 THESE CALCULAT;ONS AFE BEING / r 3 . o - _.___� / . .\, ' t om, ` .\ 4 PROVIDED TO T;iE ITY OF TUKWILLA A ` \ -' i � ; p _ f , i <' ' , \ AS PART OF THE PERMI TING REQUIREMENTS. ` i- , � k 'V': 'V': \ ,QQ • CUT AND FILL QUANTITIES ARE GIVEN AS TWO ;' . 'EET _ ; � X •.. Q \,, �` h o \, `\ , . i. / 1 I.4 SEPERATE NUMBERS OR THE TOTAL AMOUNT f w = 3 _ -- - - -- ' �, ps 1: i ; IN..... i •CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. \ . .,, ,`•\ .. , i - .- ,- ` i . � 1' �T. -- _ _ ` ° EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED '\ \ y \ �'� ` � , j` �` - - ` I TO INCLUDE FOOTINGS. THE GARAGES. NGS I CRAWLSPACES, THE AREA UNDER Ex. umt> �' - `�� \ � �; ' ` ,' .x "`� , \ k GES, BACKr L_ FOR FOUNDATION, AND AROUND SITE PaE '\ \ � ' -fit 4 - �, � 1 ,' ' �, ` . .- � i \ J/ a a WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE - . ' �� .� \ - I Q- 8 E-+ DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL �, F : ` \ i � :` \i . • - - ', ' .< 0.1 VS. FINAL GRADES FOR LOT BUILD OUT_ ' \ J 1 p \ �� ti \ f.,..: o 1 \ ram _ - 2 L : \ �. � - �1 _ , \ - - , , �` ` �� \ \ . � ` �) -- -- - --- \ , 't \ " ` '•O • `� ` _ 23 �W. , ,,, \` \ _• 1 1 ,. . ` 4 ',. '`. - 2 ` •\ \' `\ \ T AD T ♦ ee� t � '' �� \ \ ' ` C LO \ TO AL TOTAL ' \ - ?' 'e- \ \ . i � :� nronrE - LOT ' WITHIN R.0_ ' \ \\ ! , � "o r � \ i CUT FILL \ ' \ , W I _ , - .: 1r I -- 7- } C UT FILL '\ \ \ �� � � -- \ ` ' R i �` __ \ ' ,,"/ \ t ;' ; 1 I • 01 348 133 0 0 \ \ \: \ \ _ 02 1 77 - 266 I N/A N/A \ 2 ` ��'. ��;, : � � i %•' \ \ , = - ` 2 : � \ � 1 \ U W CA W • \ 1, \ ss„ ,•-, _ ! 411 \ t s\ ; / ��` ''b ' ; 5 , J 4 60 I 1 1 4 N/A \ � j � E: -- - / 25 193 N A N/A ! ` , , � \ \ _ �• , . \ k 06 25 -- 204 N/A N/A � ` '1 \ \ '1. - �' \ A - - - c4,/, ' '/ ► Z\ 07 22 290 I N/A N/A \ 26 `. • _ - \ - - I — ; \ 1 \ o ' \ � -- _ -- �' ' \ \ \ , - ��� �xa�vrrun� - rr>o . �. i \, i \ \ . 1 ; .- - ' ' — 7 - \ - _ ( 7RACr t70rJ 4 1 0 1 -0089 40 I 227 N/A N/A � , � \ � A __ TR - - 25 235 N A N TOT TOT AL ADJACENT 0 LOT '! , \ \•���. �, _---� "\ :'\: - � i i t-- I A _ LOT WITHIN R . ,9� \ \ { 0- T w___ \ i 10 35 255 A N A ' 2� �/ 1 - _ C- : i iii / - -- - -- I _ CUT FILL - 1 // _ .� \�,., \ \ - - - - A o ,� i E ` _. 1 it 1 60 150 N/A N/A 26 449 40 45 0 \ �� �� - i i I ;% ��� i ; , - �, '\ - ---A r PoLE JS' An1lr - 4-- ,- �� - -- .r,„...;-.: a 1j i 1 ? 8 7 30 N A N A 2 551 i E � • ' t (_iiN • • . l - ' t - - 7,-------.-iliTIT-STREET I / / 40 5 5 0 m9 \ • \ --� 3 0 N/A N/A 13 193 N A N 28 647 40 I N/A N/A i I s� :s_''. — a E ,- 1 4 41 150 50 N/A N/A 29 424 40 _ tsss S - _.__ _- - -- -- • { I { � I _: \ o ` ' - _ _ ?� i \ 15 45 150 N/A N /A 30 381 40 - �-�� � , — 1 16 45 85 N/A j N/A 31 38 137 I N/A N A �' ` I �:— r 1 ,' , , v "�' . r _ 1 p / i ri 56 _ 36 I N/A N/A 32 35 j 81 f 0 $3 I t I II / �;• 3 r ��, i � ' �� \�,�u a ' N a - -� � . � , ICI I ' rl: U 0 0 • 18 7 6 3 6 N A --t-- N A ! 33 - -- -- i -\ ' %; ° =�i .� �,,� - ^.� _ , - i ' a5m (f) x a5 0 38 I 122 0 66 1 \ !/ �I,, =sue r c� 1 9 108 3 �1 N A N A � 3 4 3 5 - 37 — 1 i 1 '� \. ,, ` _ '‘''xi �� :n ' i : _ , 1 a l / 3 7 I I �' -- - -- -- -- r I - ' I Q 20 140 1 25 i N A ' _ � -� »4 - / N/A 35 596 40 N/A N A �t ! +� 37 I 39 ' 1 L c� 1 L 21 35 I - - 1 , I i : 1 � - - l �! / � f. � � , yy r$' 38 — • s ' o lei 25 N A N/A 36 580 40 N/A N/A ; ' // } r W , � z - • • I 0 '� ` • i I i 'f rt" CO r • L I 22 40 38 N/A N 37 48 j i - • ti � \ ., / � / /; , �: ; I ,03 > 0 40 N/A N/A o 23 40 44 N A I _ _ . � ' l• i\ ` � .1 i - - - - - -- l sM • C) '` �'- -� I / __H___. N/A 38 446 40 N/A N/A I I \ _.__ _. -- -- - ? .__: �/ � �__ - - - -- -- --- - - - - -- = - -- - - - _-r- , , 1 I m N Cil 24 282 25 35 0 39 3 95 40 N A N A I i kJ + l ' __ �I 1 - � -- - -- - i 1 � �° i 1 r�ili� ilk' CO 25 266 '' U 38 35 0 4 0 473 ! 40 N/A N/A ' Y ; 2 '\, j _ J lk / i w\ i % A4El{ 5 L tL' 1 — -- - L ' — -J i ✓ I . 1 - ` a WALK CO 1 I I Q Q • nulr Pal J I Q_ _ \ . \ . PROPERTY uNF - TYP • • - 1 J Q 1 - ORACT 80r 1 I I U ' . TRACT 09 r -, K� I 1 - -i- IF- 33 \ - _ - \. ; r W E.A + y :I:: I Ck I 1 - c w ' j \ �'',` - TITLE , \ . 2, , , l \ I )E3 NO 1 1 i i ,I J • I , L NEW S A SPW WALK -- -- i ` I 1 7 �_ --d i , 1 ...._ ... i 1 SHEET mil 1 ,IILl 1 p III i '1! 1 ij PECO M IIIII'i�1, FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT �-___I L _ � �_ sca�� I:aO • P16 0 20 40 60 80 - - - -- - 160 - . .. s. . . If I • a 4 I 4 IP t { . . ..,,'l t S aace6s' • dra ' 14s TSiiO» 31 of rc .1 :7 ce is . kt to field insp ion d! , i in :: a, oePt3 I ins -t-:L Public Works v....1. By ! i ` i it dr] 0 Z _ _ - /11-...e.,... — . r- - - '" i _ Q ,...1. - ..._,,, ____________ .___,_ :=----- `, A. \ti _i- ate \ 2- rP >O_ 0 = 25dO1' 26" ' •.4: N. OP n oo R = 50.00' '_ DRIV[WA '`"' ' _ , PATIO \ �' F - L = 2 1 .84 ' j {20 DTH MAX ' \ \ ri \ \\ AV : ! :: ii 2p' cRONT t E ° e . , G / - • - � [O rfy / L i te - ! a- .. - �. HE \ \ ! ° R- LCA \ ` THO r''''''......, D S �� NC '�C THE \ D= 32d 1 6 45 � ' ,L y.URM h "'•���..,�• 7::: ic• Ci o o 0 0 rS R _ , v7, - " � - ' 21-6 — '� — - - - • , � b. ate__- -- - r -- - 5• $iQE SETBAC \ \ \ \ ` '� .\ G 10 O O o O O� Z I � — 20 RON -1 6' o' , s \ � \ i u , 1��; sta *= s r c ''s are GRADE LINE II _ - - N V / JE.Qi�'. -\ iti J C ` � �• -- _ -_ -_�- -_ --- ` _�_� -�� `'�— F JiariS �u�S (iC •J / CLEANOU T �.s,� f, � 1 1 u 1 — — — — i S ;_6 i _ �-�� aoe :�:�a i \Nc. / \�• - - �� — / 1 \ f ?.:�6! $ CO C'C�. ,._,____,, __ rr , i _____ L.,,,,E _ - • I V / j D:S 5; SIDE SE O \ ~ 1 j . - ;: , ♦' ,i 15.0• ° \ � c il. ,� Dl?SvE:Yn I_ _ � g S. N. \ ! �' \ \ \ IL, 5 � -;.� a ,' WIDTH MAX. ` Nee 71 — -- • v: v \ .� ' � �L � SL , 9 P ,E MAX.) .) NOTE ■ SITE SPECIF @ ` i _ ...r.. \ N WATERLINE / ♦ \ \ _cam_ �;� ILWI _ �"' �D , � "� 44 44 .. 3 NE. \ • f - - -- \ \ N � .. - PATIO ! \ - _ � (�� ■ au rns r \ \ 4s w _ i \ -,\ h DSl j \ \ ;: t _ fir , ` �' ri&: GI \ \ \ �, C \ \� .i.� �_ = x '= - _ _ ' \ y s os ■ ` \ 1 / \ \ TO ` _ _� v.'•1.1 nv.'•1.1 z : 1� lu�w Puri sue : ; , �i ,. a -Ow , / ::: 20RON ` - _ _ � , E _ / \ O� �V SPA CE ' ' : -- A,/ �'�E \ � ' \ aW. . , . , --- \ ,,, , / ‘_ 14 rn 0.4 / \ N N \ \ \ [ 0 - '\ ■ .5.'• / • ■ . \ '' ., r 52C/WC 7: \ 1 EMI "'RACK � _ . � w 1 � FINIS -E:� CsRE -\ a; / E—+ a E2...»._ ' J Pei . •. \ \ 7 \ 1 ll vF = �F^fiw "' DC 7 .- G cR.Xe. - �R c / • . \ \ N ` ` �7 \ ce-s 5 ONE _=vc_.NZ °A . • !x- _:NEB Ex 5_ -TOR p O \ \ X/~ l \ \ DF :'.ACS : viA °OF I� � ' h " \ \ -/ \ \ \ 1:4 F Dcci \ �'1QTE: THE - \ FIREPI ACF CANNOT � \ SETBACK EXTEND INTO THE - • \ \ ''� `\ `� \� 5': tvDGE'. NIT - I' 1-94I SF C ' ... \ �� '' ' /VA 77 VE . . 'NJ/ 9 ■ 4 ,, 77UA \ SITE PLAN NOTES 3 9' \ \w St /JFE/ ,. \ , / .- \ t THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTUNES. THE , , \ \ / 0> FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE \ • • , r te PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN I \ • \ 6 � V --= \ 0 N p / 0 N 2. OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET P1.5. N \ \ 0 \ , b / , , `= o 3. AU. FOOTING DRAINS ARE PER DETAIL 9/P8.0 N ■ / j . • 4. STORM DRAIN - SEE CIVIL SHEET C -& TIGHTUNE FOR HOME \ '> Lo SHALL BE 4' NON - PERFORATED P.V.C.. PROVIDE 4% POSITIVE \ n CO • GRADIANT. TIE TIGHTUNE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT ,UNCTION \ • — , THEN CONTINUE TIGHTLNE TO STORM DRAIN. ' /:/ ' --, N / m 5. SANITARY SEWER - SEE CIVIL SHEET C -12 SANITARY SEWER SHALL ‘' / , `. BE 6' SDR 35 WITH A MINIMUM OF 2% POSRIVE GRADIANT. CLEAN Q. OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS. C3 tiOF TH ED � 6. WATER SUPPLY FROM METER TO HOUSE IS 3/4' TYPE K COPPER CITY o ;V LA WATER METER IS FOGTICHT #1. CONNECT WATER SUPPLY TO WATER SETTER METER SEE CIVIL SHEET C -13. JUL 17 2002 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE PERMIT CENTER TITLE EXPOSED AGGREGATE OVER 7 OF 5/8' MINUS WASHED ROCK - ? MAXIMUM WIDTH TO BE 20' -0'. MAXIMUM SLOPE ALLOWED IS 15 %. _ _ LOTS 2 , 3 , 4 , 5 , 6 , 7 , 8 , 9 , 31 , 32 , 33 AND 34 TO HAVE B NO.. 98C ti _ _ RESIDENTIAL TRENCH DRAIN TIGHTLINDED TO STORM DRAIN. RE — ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. — 8. CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DETAIL PLAN DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PLO,Pt1,Pt2,P13 AND P1.4. SHEET 9. EROSION BEFORE IMPLEMEN1A�N OF LANDSCAPING PER LANDSCAPE S lO 20 40 REQUIREMENTS SHALL BE STRAW PER KC. SURFACE WATER — ■_ -- — DESIGN MANUAL APPENDIX D. 2.41 10. CUT AND FILL CALCULATED FROM SHEET P18. SCALE : 1" = 10' D 0 a ... 1 1 ci • 1 . . • 0 t S E °L :'E � • 4 t �!"eai' AS 1r T" 4•%3.'6 SC. __ _ AS HUED a+ S.E . FJ + C>liAti')E ?�- ;:, � t � 5 .1E " A E`B E" GRBiiJL/G4 5'�C'Jk.� ='a . � SLZEG'.LE -.1. eve.:,- /- --- 'Y'••e' =.E ,ar 2'%i AAfi' St2 FEE_- ....TE . 4 e.'Yc • - 'O. ,• \ ;_ VS-CRS t_ .^lr.- � � pip //�� ID v 3 T -1,...0 SEE 5(TE SPE GPC FC •VAT ` - . _ 112F0F.13Q - - _. 3 I ' .Qvs'R�G'Oli 7 � �'' EA (Dry 3 SIEET 4 -(J - ;.1 --------- r. .4 BAR • Top AR- . BAR GR*0 • • 6 oc of i _ •s - at a• 1�" r-,_ L017 _ BJ R 6' Q i C� 'k -•04 = 5:R - e. C C . !'-6' COR'� F ® 0 O � - :DV Y : '' . NO TE S .C!i ' ,4 M h - • Oc >E ^. /E2 .a v 3 SHEET ". -i, . BAR E' ^ .L. :c TER\- TE 5 • O C :"° °R X7EtiG ' D.Y. ? S- A 7 lc bOP� OR =_ • S.SO�" ..tL i :" °E /S\Cs ::°v. T 6.47 A!) �t' •r z I - a F_R Q �4- +O!F_$9.fRs 2' of d oc I � , { � ( E"- (Div. 3 SHEET A -1.: ! ( ti -02' . _ D v 3 y E_ I ` S 1 r-6 OVER_ P rm.%) T ..''E ! j - i _ F 5t-% 9 [D r 3 5•E£' A -:1 1p °" s _ ** . ti 2 A"vcRGONNG (D:v. , SHE_= - N. - TIW `E i ! 2 4+ta'E:. 1R -:.� Q jr �---- _ o; 111 1 = �r �. - : .� • ` � i -� 4.. RVs:: °F4vJR1.'^� PIPE ml J in' 1 S_c : -T o P82 =RJR %CO "sVG - I (D r 5 ==- A- L _ c - - _ - �� �- � _ f46 `"\ SLOPE. 1 £ • +- 5 .� .: ° °82 FOR :='5 ' - J `l (5 - •4 5,3R si r - -- .l 14 �- 1 :-.CC-N6 mac.- 'J` 3 5- r - 1 � ( ✓ Fr _ SOLID SuBS'R. -= = v3 S! 1 OVER v 3A CF ROCK. m ✓ ? • _ b . �, k \ j :: E - 1 ' 2x6Ys <- 8' y 8' y RETAINING WALL DETAIL 2x2 • 5' aG,K D.ST B'1JN No7 DRAIN D ETAIL FOUNDATION DETAIL FOUNDATION DETAIL ; , I = 4 ' 1 3 /4' =T-O' O FOOTING 3 /4' =f-O' c 3/4 03300-06 •_ , 3/4 -'f -Ot' f _• I 'F4 T A J 1 - 5/4 x 4 "K � DG+C s -r !! . 2x8 P -. DECK JS ". I I1? 16 OG NOTE - / 5,13'034'e $.. ; 2'x2 x3 i'6' 5.0 l _� -: F . . c• FUO�' G 2. \f." S_: T� '- STEEL O1 ATE . S + 4.-0' H 1 -;C :AR a9�- ,R 2 R J c F1 A & BO .."S AT 16 oc - T Q Cs SPANS ' _ -- - -- - ,,,, P.' :,$ ,.,/ 2'k2'X3 Sa FaR:ON ., - CON O N, . 00 C_ . ✓ v. , 5 X"EP' i ; ! 4- b' EE_ °_ :'E ii1+SjEr • a E' I - - - - -- ' } 5G«gDJ. E"?!r� EMBED. 5/8 .x 2' :B u' :')C' �C3 ^b' SG I 1 i = _ti;5.-_GR -Z: - C.C. :D;v 3 S-EE A - - i =XCc� -r�1 Z 5T • $_ PLATE ...AS. ERS 4 -2' 5 NO : CN SHEAR 4_ ::. ; = = 7 0 = ' 1 ° -_? -• c - - �, s TOP 7 5...45 F;N:S- GRADE _ _ O..' r 5 - % EXCEPT SG+a: ___ _.. c* B= 3C .LAN 2 BAR A5 5C a D+� Oh 5 "aR A� I = _ r J R OP - ( ^. r - r I ARD FER I s,t1 I •4 • T NOTED � M _ - _ ` Oc BAR •a v=+7 B pR a •d• - 6 x GGb6 °06?5 X , - - (2 ' •� F • • t r t 'o - u ! X3 6' S ^t __- - _ _ '- -' 4 - i OF JBAR • v ' � 4 ° is '. !:F l..Sts Z D.v35,rE "= > _ T i FE;s -' _ l .+SC'✓= .�a 5E_?. � •4 VERT. BAR + 16' CC,";: ) TOP L 1'' NG'E: '.N 5-E 4Riti_ S EDJL- (c-..-) 2' GL� a< (D Y- ; 5.$c 2x LAG A 5GA'G .' Gt�ATE #3 �iE:!s!� OF ._1 . xf FELT' 'JF ::r ` N. = i 1 . ` i `J p - r ! DEPT +, H AN JotS'3 z . Q; I 2 (L•v. 3 S.u' A 'i ( Mii X; I: V ' 70P OF BAR (D`V SIC= r -if CLEAR J , U - f _ LL �f7 `� vER e (') 3/4' : z Z _ _T (i • BAR s ro li • 0 pp B:.F GR6.^ x •a ✓ER BAR • 8' oc F Qi r '� -10R = ;F 'L' CL c' CORNER ~, C Q = S DA.' CMG DIV '. S AlJ • ^ I J @, AGE PRIOR C V 5 'AR : BAR G462 • 8' oc CV Z -c Z ..ICs $ . w F z - _ - I D Y. % 7± A Z 3 S . EE T 4 -1) 9 r� �tG 5.CG .5 B E _ J a+Fi -- i ; ' 1 v, , t LA BCC , Lai z PL (C "v 3 SHEET A . • ^ W C a ' �' CLEAR __i_ • ° ~ {. a 'Fr _ 5 +R E OL, A�TEfd.: "E BENDa % Q w S C I 9 • OR. BAR • �' oc _2, ..yC, 6x6 �« - z v) BAGXF;L OF WALL. D+."^° PROOFING ; Div. T SW Alin; (Div . 5, .E.E- A_ ' d S G (Div. 3 SHEET Al) - 5°A,. (NEE 3RA,�. �' •4 -IOR 04R s �' cc r •4 40.22. BAR • • �' oc I K _i cn O H u-i \ r - <,�: _ T F cv (DIY. 3 SHEET A -i/ I -b' C 4P j a !.. " - - � . -- '.E •4 HOE. EAR x ; -6' • a'x taxi, °' oK' .Ni , , - a - J'TOPLlF S L/}B , (Div. 3 5'.:_= M I-r� ^ _.� r 1( T'Cz^ L L J 7 / ( 'v.' A - / L .' �gbb ? ` - It DAMP a RK k' (C'V T 5;' A; W - -�k L�� D:.`lc` 5 c' a -i) 9...4 t1 U O j C Su-E' 1 F - - .CF I j . I '1GH vE � T'L"7 q 3 i T s • -- -- z 1J W . TIGHT NE E\iS GRADE Q tl' , ! • C I r - Q C1) _ 2 -- - 4 HOR= BAR 3 2' • 10' oc OP OF r •a - OR: BAR 2 -2' • b'oc i : I - r i a. - > W. r W v `w „...7 .+ 1 k 21r . ' �NS'� r � � / (4; •a RAR >=R' 1' s yr �. a�,�r . (DIV.3 "SEE' A -) �� (O'` . c E 4 - I) - �F-- -> - [1 ___ T • ► l '' STS \ ' C = OO;nKs T T , o - S Q • C - • e L. • ! •4 BAR WR.:.° • 12' cc. tt B : � ~,,, I - �} 0 .. = j 2 5 D RA? CPJS'RUC" ON ONS'RJC" GM !G'/ i 5 =' A-li -- U e S • I ' ,. , `! = DE A;L ° 8 � FoR CI F DFA:� G SE_ �= / =a hG - W L` J W . . F I MM TO° AVD BOT'O � 4 - (5J •4 SAR Opi' s► (CIV. 2 SFc J :.1 � ' U L) X a z (D'V 3 SHEE -I (7).4 BAR GOVT � •, r 1 I i (D!Y. 3 SHEET A -I) - _ '- - cn \ (DIV. 3 SHEET I _ - 36' C J!L PAL inl J I ` . rr ��� _ -- (6).4 BAR CON'. • A w Q W o ! E ; (FOR ! z I I i 1 1 [3) a 13-AR GO 3 Sic= A.-I) p I 50� ^ S:BS -R W/ r4i •4 BAR E a - in . ; i . -4 , 6' 8• y F - H �' ' 1 - 4 , SOLD SUBSTRATE r I 5 0�'D SU?3?R< = I �± W O 1---- SEE DE F FOR ON 5Ot_'C S 1FLSTRd'E 5EE r 2 +' ' 8 2 -G' l fOOTNG DEPTH PER g' g. ( _g' - FOOTING DR9 ON5' 'ION 2' - g' _ I 3' 4' - SLA OVER 4' RCOC 0 r = E FCC INLir DR - .DNS 'RU .' CCNr Z i` \ -` \-E. y (Div. 2 5 tc : -i) �.O =r =< \ E? \ _ a ` (D.v SHEET ^ -. / \ `_` OVER APOGC34RR RETAINING WALL DETAIL TYP. DECK CROSS SECTION FOUNDATION vR 9...11 OUNDATION DETAIL J H" o p OUNDATION DETAIL FOUNDATION DETAIL FOUNDATION �o - W CC W,,� °� - x 3/4' =T-0' 3/4 ' a - e A 1 3 /4' =T-Or' - 3/4 1-0' 3/4•=1 rte ; o �1.� ._' G 0 co (J + z � F.. C } NOTE. S /8`0x12' AB. W/ 2'X2' X3;16' S G O O ra4 FOOTNG DOES NOT SLIDE N T.i,'S STEEL PLATE WASHERS • 4 -2' O S /8'vx'E' AB Wi 2` (2'X3 /ib' S.Q CJ U O T-1- ' CON:. "ON. FOOTING SPAN 0.C.. i DiV. 3 SNEE' . !) EXGEP` f OOTMG DOES NOT SL DE "� F, S / FEE- P LATE JAS.lER5 • 4 ' - 2' U C � C, ✓E.,IGLAR 54 RCnARCsE: _ 5 1► AS NOTED ON SHEARLiALL C•ONDI FOOTING SPAN,. OG. (L. 3 5 EET < 1 EXCEPT ni O oie) 45 W 'X<' 36i1' .2'XT35.Q. �OR.✓NTAL_. - : ; - L I Q F tZ C! FMB sRAOE- MSH RA O Div 3 SHEE X.GEFT FI NCTEC ON SHEARWA_ \ TOSA F D , _ - E Z R - -- . AB :R a R .: SG- !EDUCE " ""!N. EI` C ( A XGEP Vw jI 5 E F. " 2J 4 g R + 'OP G C. 1, - , 2; •a BAR • TO° ▪ Z U w O TOP 7 . AR •4 vER' ' 1 HEI BAR c 12' oc ' • X ` _ a I : IE`iii 2 GL�aR ( iV. 3 SE � 2 GLEAR N T AR • E se " i T • 12'' occ V3 SET A I) QI I Cs1- OF 1.+ _ .4' 4 VERY BAR • i2' OG, FUL - . 2 _ L: - • (7 Z. x� _ (DIv 3 SHEET A - i) z GLEAR TOJ BAR @ M ` - z + S VER' BAR !sRb2 • b oc i • a'' = z.' a _ --- --- (Div 3 E A -1; 1- -- •2 4 V ERY . J BAR GR62 • id' oc -, i • T t 9 z - ^DIv. 3 SHEET 4-) T J� ( A , ''1P SHEET PROOFING ( D,V 1 5H" A': ( z I °� (D a , ,� NOTE. ace. t S BE (N D 3 S GR62 • b' oc �9 _ n ^ •4 YER'. J BAR • B oc 4vERT )BAR• L'? �I ar+P PROOF'NG ( DIv i 5H Al) � D FRCo- 7' CLEAR v SHEET a - 0 •4 nOR_ BAR • 9' z - m BACKF'�� OF WALL ■ DAMP °ROOFING , DIV. 1 5H A:) r ; CO z PLACE °RIOR'O 9.11,1_ (D "v 3 SHEET a -;) - Z (Div. 3 SHE A -I) 4 +OR . EAR • 12' oc B • • I i+OR = < • z oc • • • E 7' ( _ E AR \.5• -.C.- 3 Kr+ ✓� I F A� _ lDlgE BAR ! d" ..G 1 • • _ T •4 •✓ 1.1) _ (D'v. 3 SHEET A -li 8' oc IL. .1 .. I 4 ,trot 6 - -6' OVERL HI' '^'tIN; - ( - OR: DIV 3 S AR •fi ,,,,c G �: ' � ' - +f�!Illi `' ° '4 NOR= 3 -6' • • i2'oc i i - DAMP PROGFING l DN 1 51-IT Al) of SLAB' 1 (.7.4 3 SHEET A -i, � , `N 5(- �::`sR.-w' HEET 4-I) • I T r'�I 4 TIGH LI� - - GH ?c! � !- a1+ NE c LC � ry_ 11,1 i DAP�P°ROOriNG i DIv? S,T AI) 11U1c • .. 'k -•4 > . . OF, CF t G I CsH, i NE I l I d 1 J 2' • 12` oc a FT'G ,. • n ) R 3' 2' • oc I io' i • ' O r _ � �' HoRZ BAR TOP of _ JJ HORS BAR CV -�y Vii' T ilti • 6 r R` O F s _L I� ._ ' (D 3 SHEET A -U (D:v. 3 SHEET A _.,.....4 _ TIGHTLME O ' 1:...- s•. :I T o �II W .. r r- �.a- 1 SEE DE AIL '1•11.80 FOR ' . � _ , • • w - -- T L ' tea. f • 1 I T r • F DOTiNfs DR iIN G ONSTR..G'iON • • ;_ Ri �' A (5) •4 BCO • _ 1 �� H . t IDIY 2 SHEE' r O E V ^ 1 r (8 ) 4 BAR : O ` l ( I , , } it (d) ••» BaR O N - ! ( j (b) •4 BAR GGY1' ' �, L• I I i I (bi •4 BAR CONY z , ■ (D - 51 3 ' SHEET A - 1) ` , • - (Div. 3 SHEET A :% mI (DIv. 3 SHEET - F m �F (Div. 3 S a -i; - T (Div. 3 SNIFFY A -I) M O 50' C 5B STR i � - 50-2: SuBSTRA'E SOLD SUBS - RATE TE M� E _ I ti I __ 0) C. / 2' Qi i - - __ -- -- DN DR.:. a B ..C IVS "RUG ON I 1'_3' - -.- .. - 'O' 1,-.0' - X - .__ -_- `-'8 GON5'RLG'�Oly 3 ' -_ _ �� ___ - - - - 3 40 SLAB OVER SE E ✓ TA_ 9.( 6 � ;;'� _C L-,..:, G r SEE DETAIL 9 / c 8 3'_8' FOOTING D Ra' __ � _ 2 2 -8 "80 FOR ...ea CV , v SLAB OVER a' ROOK t -- SEE DETA _ \ 5 \-5 { - ` -5 (( . 2 SF4EET A -') -v LO ©,..; RETAINING WALL DETAIL RETAINING WALL DETAIL FOUNDATION DETAIL (DIV. 2 SHEET A IJ FOUNDATION DETAIL OVER VAPOR WARRIOR FOUNDATION DETAIL T'NCs DR: N GoNSTRUCT10y V 3/4 =t-0' 3/4'0-0' 3/4'=f -0' 03-300-ii 0 3/4'=? -Or �E (i)3/4 L ? D co 1 ! C ,Dc TUKWILA -- N Lo , Y f 5/8'0x le' AB. W/ 2'X2'X3/i6' 5,Q. 5 /8'0x12' AB Wi 2'X2'X3 5 t FOOTING DOES NOT SLIDE N ' 'S / STEEL PLATE WASHERS • 4' -2' 5/8'0)(10' a$. W/ 2'X2'k3 16' S.G 5 /8'•xi0' A$. W/ 2'X2'X3/Ib' 5.0. HOR120N a -�00 -NCI PAN / SHEET XCE NOTED ONSHEAR A PT As NOTED SHEET ExCEtm 00,,,,- 00,,,,- 0, � o NG SPANS FOOTNG DOE:. NOT SLIDE N II-IS PERMIT CENTER C.G. D 3 s•c a • 4 �' STEEL ,LATE WAS«+E _I FINISH GRAN,_ F 0.C. (Div 3 SHEET A -'i EXCEPT TOP OF SLAB _- ' ��{ , i I SCHEDULE 1' MN. EMBED 'ZON ?aLL 5C NO ON Sr EMBED. I Zto 0. NOTED GN SHE 1R-L'AL• C •_ � -- TOP OF SLAB v1=: - .AR SURCtiA SCHEDULE "MIN E"�BED. z SCHEDULE MM- EMBE TOF' OF SLAG - ✓' , H Jill ° ' SCFIE BAR • EMBED. _ ;! - ._ , __" (2) •4 BAR +TOP - (21.4 BAR • • OP :2).4 BAR •TOP 1 _ f�tl i {J��r'illlt n 1 • •4 PERT BAR •16' o,c. x' �Tl.11l 3 11 1't it ii .ii - i ‘,.s_ = •4 VE RY BAR • 9' OC, FULL 1 1 Q (Div. 3 SHEET A -1: k 'R • ?' CLEAR - • HEIGHT OF WAIL �;, z 4 PERT. BAR • 12' oc, FULL - di. •4 VERY BAR • 12' OC, FULL / OF WALL Z.. c - (DI 3 SFIEE' A�i) B HEIGHT _' z 1.� HEIGHT SHEET A - 1) x _ .. OF J BAR HE N OF W ALL -- OP OF J AR (DIV. 3 SHEET a -A-1) T Q @ - -- �" v TOP OF J BAR. �5 VERT. J BAR GR 62 • 5 oc n ,T G r TITLE •4 VERY. J BAR !sR62 • 8' oc I T 5 VERY BAR �Rb2 • 5' oc 3 S EE' A -;) � ' (DIY. 3 SHEET 4-1) r (DIV. 3 SHEET a -1) VER' . BAR • b' oc - I NOTE S.O.G. MUS . BEN ( •4 f t O t D AMP A ROOPNG ( D IV. 1 SHT Al) -- I 2' CLEAR ` ' N PLACE PRIOR TO FULL • F 2' CLEAR (DIv 3 SHEET A -ii ~ t " .9 • - BAC! F LL OF WALL ` " 0 '4 HORZ. BAR • i2' oc B b �IORZ BAR • 8' oc 1 j _ . 2' CLEAR •4 y BAR • '0' oc B NO. (OW. 3 SHEET A -I) in • (DIV. 3 SFiE i x @I ul II .. D CAsF PROOF 1 SHT Al) u 1, A _ V. ' SH' AI) ) K L . • '( • 11 "`- ' H -- TOP OF I (D v 3 SHEET" n r T i T PROOFING ! DIY N� I .. DAMP PROOFING w r;l ■ DAMP °ROOFING ' DIN/ 1 SF T A') -- ( ". TKaFFTL m Q , •. . - T - - - - -- -11111,1 ' ( 1 •d HORZ. BAR 4'-2' c 9' p TOP OF - • HOR 3'-2' BAR • i0' of I Q Y� • l.?T'G _� t (Div_ 3 SHEET A -I) l 1 R • , .•. 1 T - �' Ir.,' ( DIY. 3 SHEET A -I) -� ,, 4 .- BAR 3 -2' • 12' oc i r• SEE DETAIL 9 PB. FOR ,. T . - 7 '.. 66 ,; ,- -..- -. i , G N - i 1 I , i , n '�- ` • fi r (Div 2 DR d-') L. (4) •4 BAR . I .•. - (E) •4 BAR CONY i ` 4 7 •., �.'� - 1. • • --v-,- _ _ (T)'4 B AR GONT. I �1M _ -- ± .- ..� = . w _ L « (DIY. 3 SHEET A -.) u t • • FOOTING ')RA' N GGNST RJC ION @ 4" - ) +-- • - • _ - • @ .� w - 0� •fi ' !� ' '" SHEET - :.:. CON' 1 ( •i � - Ott - -- _sa; (1) •4 BAR CONT. f ` ) \ (DIV. 3 SHEET a (DIV. 3 SHEET A -U in; 1 SOLID SUBSTRATE' (DIV. 3 SHEE' A -I) = I? (3) AT TOE in ` - 1 � z E 1 7.. ' I (CIV. 3 SHEET A - IE SOLID SU BSTRAT E € \ SOLID SUBSTRATE - - SEE DETAIL 9/Pe?1 FOR ` GONG. SLAB OVER d ROCK LID SUBSTRATE 4 ' ' ;-- J A L 9 P82 F ' \ (DIv 2 SHEET A - ■ S / i O VER VAPOR WARRIOR - SEE DE FOR " -� 8' 1 - y I' -6' 1b' 4 B' FOOTING DRAIN GON5TR ?ION 3 4 i0 I 12 I -4 ' A I 2' - 2' FOOTING DRAIN GONSTR G - ION L I - U \'S (DIY. 2 9HEET A -I) FOUNDATION DETAIL FOUNDATION DETAIL • FOUNDATION DETAIL FOUNDATION DETAIL ( I u%~.+ Ori) 3/4'=1 -f i 3 /4'ff - or tx: -1 • 3/4• •f -- - t- ( DO So L_ WO • II 0 �.rt 44' °td I` MAIM I. Mr I NO7E ne s1 oIr1vG ag s ARE AL C£SS SAC Cr1�s CAMS' T a rs AV '1'4 20' ptlitK Vail)/ °01p OR „(,WC7lGW SAPi/Cli/RE�, MG. .61dfE7 1D fAQr Q� CURD Wril7Pl� WSW HVT.f � STP £A;EMEN' ` MC' HA v£ $Z'O COI.fWS 5 l8, 18.1 a�' Y liERt Q£r - , ^"�'� 186: s fA 29, 29.4 3�[7• 4C 404 42. 4c 7 r ! s e- _.4 rC"- �t:7n, its 3C !T y t 5 eV/ , EX A3,'1pCEF ■ .y 4 2 2/9 f8 2'5 8 'N, Si --... I i p 3 272.00 2/0 67 B "3 21052 (871) A' air par 1 ; a \ 4 2c4 ?5 2°i 210 (8S2 20005 (87+1 JO • 1�B Q' C *4 L I . _ \ I \ €- 1 4 V Sill, 5 186 T3 191-22 (e 1B.' 1.7 /127VIN; 181 W 1,2 %EJ SOUTHGATE PARK i T8;sr L MT OMIT , C -9 6 189.69 18609 !12 1 9'A[L 6i1XXS tI Y M MCI ague v!/!rER�EN"1.____\ (SET SiiT C -tl� I � !SW ' - Rft� 1S' Q� \ 7 174 77 171. (J? SN,, 171.66 (1?7'ILEj i ' 'T ` \ B 174 43 171 40 (8 Nlf ' ' Ca .J1A - A¢75TQ'HE 1AL 1 ,C•A , /a /F 1C',gm R- RrA'Ta@ / A \ 9 77463 177.72 ,' R SE,I r f � ' �, �,,, al 22 ! \ / / ' �7s79 f 2 W 175.69 (12 751) - \ 4 ' ACS" PZPFOR41ED PIPS - �'_ j 1E A 2 __ A . /S ANNIE �•eMNtl A6tANO�G�VED \ \ '14. __ � I �. -. � - � �"�►����� � ��� \ \ 4 12 179.30 17541 (�? SE,; , "75..3.7 (12 NM,'SAr1 \ \ �� �� CO .JIB J!' gib - -- - -- -- -• -: - 11 .1 •'" AW (MI' \ • 17 188 38 1B4 42 r 12 NNj N. p' _� 169 c Jl \ , ' % _ �A J 17 ` - _ / \ \ \ 14 18320 176.84 /12 S£, , ' 7 ■ \ - - - _ _ CO ..1? ? c 7 2 SO I �2 •; \ 15 17 85 174 11 ; 12 N*2 14. 09 (1? ) \ \ - 4 6 , C� :; I ?' 57 ' s \ 7� 16 17551 17,755 (72 - Nit), 17.336 (1? NE) 2.. ■-• L� .JfC SD - -12 ' .S \ \ E.YSTING - N ,, ¶ Cli ` ' + n: ,� a - ` ' CLEANCV r \ \ �'� ROADSIDE GYTUS� 17 172 SS 170 SO (B SE1 ■ N. - \ - 18 174 97 170,24 (Ol�/+?rL OM' = LEVJ, 170C2' �B NN' \ ° / �� \ ��i A' s \ I . CLEANOU ' 4 ' RIOOD n£RFCWATED \ �, 167 8918 SE), 160.07(36 N:1! SP! 5,E), 160 67(8 BUT O \ UNLIT, all ' A.' ED[E C F ACC£SS Rc?AO 18A 175 4S 166 45 ; 8 SWj; 1F5- 95 (1? i4'W,% \ C29 ?17 �.: , F OR DRA /NACE CYWIRGY ■ � , . � '\ 2 � '' n \\ ' 160.05 (56 160.54(E NE OUT) \\ 0,4 �6 4✓ I +��� , � 5 ova wo ,ALL L Rrk K \ Z 1 176 95 173 24 !'2 Ss' 1 6' 55 !. ;6 "SL- ■ ° � Sp I �.` .: 1Z�tA SEE �f : AC E SJYEZrT - S 15 • \.� G� , - - A - _c ; ' .: - -:- ' c 74 •'12 " JO! �� : , \ 144 52 1 '2 w= ! 38 77 /12 SEA \, 1 1 3 14 \ \ \ 21('YP -,) '36 '29 -, 12' :A t_'� [1 Q \ r 4 " R/DC/D PERFORATED PIPE '' +, - y ` \ .7, � /4,(/ 2 c 24 E 41 e 1(1? 4;' \ Q +. 6 SEE WALL DETAILS ''. T4 , ? v \ 22 1 / 7 1 ' 5I - 1 / E 164.83 (i2'N4; .1 ` \, 0 7 S ?8 , 1 6 -_ \ 2 �' 55. 7.9 ; 2 v) 0 -3034, E 21 PVC PIPE SHALL BE UNLESS OTHER A S 1 OR�VE /J \ EASEMENT �` ' � �. • V �\ \ M'A.ER CA'JRSE 2✓ c" 4 9 F '. Z 64 //2 NH!) 9 - ap \ ■ \ ..lie, CL' � % 1 1 III' se' 12 SD \ \ 1F '15 • -r ? ^ C - =fir , �'l/�c. / 3 A9 1 9 v # 29 C 79 27 � \\ \ \ , S RAW ` C9 >1 - q B� S O I r \ \ \ 2 = � = O 10 O F G DRA /N 4 1 7 \ 7 / \ ... ,, / _ ` ' \ \ \ 29(.'YP r, 94 :3f 9 , ;i 'ir_ 4..24 ( "12 S% 13144 , .36 Nw) ■ O x` ' U1x EA SEMENT ET � s ` \ 29A( - 29A01: , ,/l 149.22 1317 , T 1' iY,! 37 77 (36 SE,� ■ �� \ \ 1L �p" - i , ry CO � .' \ \ \ / 3C(TYP /% 144.6 14. A /ERFLOW ELEV 134 81 (12 NW„ C ' �i CB 10 - � 7 - 11 , -,, \\ ;30.51 (8" NE 01/7 131.96 (:36 5f) N i_ c, �o � ' `� ` I �/ �- \ HfT V4G'L T 403 14006 (.R' ACCESS ) \ / \ ,2 ' \ I ° \n \ 1�2 ` (M /DOLE ACCESS) i ,, � \ , , / / P6, \ �� ?. \ Q9 24 ' , ;, / Q ` \ / 7 O \ \ co , , `` / 18 a , \ ll► \ � ! \ \ � • ' 31!, 1P ii, ■,rENOVE r • \ Y L�9 ?3 \ 31A 1_`4 90 152.80 11 ' %E,' ASH4_ i _ I /' / \ \ 1 - G G \ \ \ J ,8 - 53 - 55 151.80 (12 ' $� / i UAL/TY EASEMENT 1 2 c 0 - ■ 31C(TYPE :l;1 156- 00 150.0(12 W) 7485 (12r SIS17/1/6 C6 EDGE G3 EX. ASPHALT \ 1 �, „ \ �o \ \ CZ91d9 = + \ , • � , 1 J2 151.62 147 49 ( " "E, W' \\ c) 2 4 \ ` 2 3 ' 1 1 ; 19 ' • \ \ \ 33 148 69 14574 i 12 1'V 45.64 ( 2 I I \ \ - -b B ' 6 - \ '\ \ 34 750 ; 145. _ +1 (12r *y I I \ \ �+ o r � � 20 ` \ 39 75 + /' \ \ 3' 143 45 CB R/M j \ �\ p \, W� ' - \ \ _=6 176.53 173.74 (12 E% i 1 \ '� 1 ; \ 37 766 58 (12 N), 16'6.3./ (12 42,, 166.26 ,/12 E1 -x 1 3 j \ \ a °�I ? % �' 1 37A 171.21 168 70 (12 S% I I \ \ \ I II 10 4 /a , \ 1.69 J8 159.97 15737 c'12'112. 14939 12 SW 157.21 >Z \ I • IIII \ \ 25 \ , II I ' ? N 17 EX. 18' 04/P 1 1 \ 40 152.67 15C 43 (OVEPF OW ELF VJ 140.93 (8 NE OUT), I ! S \ 1 i� 140 8 3o SE, SW • 1 ( J CS 3 I ii . I O e' SD .. ' 1 I ' 40A 753 10 148 6O ( SE, 8 "%ve; /. 14145 (36 SW% 8 1 B /OF /L TRJd T7ON SWALE SEED A1' /X i2 \ I / /jj i iIIIft Iiiji ' ,; 2 1 u \ 14135 (36 NW,' „ \ .1 .. �1 a P/ /N EX. ROADS/LIE 1 \ 41 151 72 148.68 8' SW I \ � : r - 0 9 1S DITCH COPE W /6" OF 1 A D y ��l� /E 16,1 ?" TO 4" QUARRY SPALLS \ G \ \ 42� DP 146. 49 139. 85 !12 E% 139 77 8'S ; 138. 15 �� "5 W, CONC. I RED Mar ,q�, : 1T * B �Px.AVAJ1pv ,\ 5 U77L/TY EASEMENT i CB 9 . •� IIII \ - Au \ . ` \ 8. 07 (75"N,) ( J t % _____1 f \ UT1L/TY EASEMENT \ 12 SD CB �hII I \ / / 13 43(TYP ! /,) 106.26 10316 (12 "5C 103.00 (15 SE% 102 91 (15 NL3;.' I \ 10' WALK /CURB \ � : N L \. 0 0 / ; I I \' \ N O . 44 220.64 217.85 C. WALK ---_ I AOR2S 1WtS AL 4 .55 .92 d'f \ 2 6 �' IIII il \ . 7 lR ]P7r LIIE - 7)P - - I ' 45 169- 77 166 12 (8 SW1 CON �5� 1 0 T CB 42 \ c1�IN\ I 46 130.06 128 /7 (1(15 >, 128 / �� , T.,+ NW' } I AEAOIDAi' FOXTA! \ �� \ \ �- - R�w w 2 \ IIIII � � � ,, D RA / N OUTLE WATER RLr 141.50 I \ cE 141.31 (r2N AL ECPC4L4966 PRA M:MS�S ,O PO ern \ B _ / \ \ l tI ry, �I' �� COURSE _ R A C T B A T BASE GF WALL . ~ �/E I4L 36 (17 -s,' \ • ��. 0 1'I DAYLIOY,'EO INTO WARR: WA TER COURSE I I .Sp 7- ' - - SPAiL SPLASH BLCCKS. � APPLY PAS ,MXRI fE AT .1 RATE a '' 40 ACS M►7A AaV7�q� & 0 OR � �� 42 X ?9 QN° ARCH ' \ R/H \ 111 I � � \ DRAIN 01171E7 \. / EX - AIL AWAKES Or NAME E71.A PLAN75 SUN AS BULL ROSY (.Si�JIPlAI'.!'S Aa/lU$ J .- R/W AT BASE OF W 1, - - _ . - 8" SD 1 . IG O - Y4L,VOS OR ` PIRE R ,' f,�'IEAA'/ARJ<S PALL<SM S) I 1 ♦ SEE .. 1 FOR 0.3 �I ► DAYL/Gt,TED /N i l X /AR' - - I f 1 SLA'Aii'/ S +i (CrIR1rX QP 7:14 AP 071ERS AS /PLrGY�MPLD 8Y 711E CM: 4 o SHALL SPLAS BLOCKS. \ \ RA WALL. 07'00 •• G PAW¢Z G •' ' I /Vf/A9'IE MAWS S "YI AS CAME (7)(7)99m wA LAIA'Z1/42 REED CANARY CRASS ' ; 126 04 FO A/ LA SHOWY T HERE \ / B 4, -- i �' I • �!'1AL,IRI �s i4rlNbMluLiE AAn aAF,°L'E LatS '7J (L r7lAPl:N/ SvIfLA,^ARrg) , „ " \ \. \ S" UU77 Y ....5 r �� r�� ,1 9 44 _ ______..4.___- - - - - - - - m, ( ( SiW1ALL MDT E1E USED !MEP AN COPCIAI STAACES \ • ' • ii w � / , I � /�r� � ' �� S. -: 1.3771/ STREET i k ; � h Q . ` _� 4 „ R /OG /D PERFORATED PIPE N0 • r ;' I Pr W' I I r - 1 ! 29 �� SEE WALL DETAIL: ,vj - r//�//0 C - P 4014 8 SD 7- , Q I QC BASKETBALL HOOP NOTE EX. G AS LOC AT ED ��� �' �i i I ► Q 3 O 'N •..r: _ n�� I !q' ! c s 3 h ! �, Q S I ON JEST EDGE OF PA 1/£- ' 28 1 E17!IJ N b ` �, I / I ' I 1 \ I ` `� o � ,�I O RA v EL L I ME I EDGE OF EX ASPHAL NNtioo.. `` �I I R/W � �� I Q ~ e z I `EDGE OF EX. ASPHALT I I ++ I • $ ` / ?` - - - CB j 1 2 . _ C I Q i 4 t:11 g - r EASEMENT - I I 1 so 'SD • = !i �} G ' i s ' WALK;vnvTr \ - C6 3 1 ` :� L AI . i '1 \ W 14 _ 1? SD I I !. oi' i SPEC /F/CA77ONS I 3 5 % CONC. WALK - I AL L WORK SHALL BE IN CONFORMANCE WITN/ NS DOT (APRA) STANDARD PLANS I , _ _ PLANT?? BOX I I I i Z 0 AND SPEC /FTCA17OrNS FOR ROAD, BR /DOE, ANC MUNICIPAL CCWSAPUCIION AND I , CITY OF RIK/KA Q9A I I I CATCH 8AS/NS SF/ALL�BE UNLESS UTHERWSE NOTED. TYPE II CATCH i 125,100 4 O 1 < ' F--r - ' BASINS SHALL BE 54 - /NCH 0/A. - _ .. � ,, 1 t D J - C8 " $'D 15' PRIVATE SE11£R 6 4 _ G - ALL TYPE // CATCH BAS /NS SHALL HAVE LADDERS AND SAFET} S1FPS. RE 8.60 ■ G'B 44 `-- (d � \ d- L7RANVAQ fSMT , l v ■ ORA/NA PIPE SHALL BE POL YE7 e 2152 2 I , k I I` E CE 7- 01ENE, SMOOTH WALL INIER /OR (N -12 BY „ s /, WISE NOTED. ASTAI 5.11 271)1 I - I \ 1 CB I ADS OR EQUAL I �� x k i /E RE 89.74 2 ( >5 ..PLU6GE0 TO EAST SD 35. CMP SHALL BE ALUM /NUM, 16 GAUGE. UNLESS OTHERWSE NOTED I w i 3 1 D � 7 � 1 l I I J i /E 88.94 (24� I I CATCH BASIN INLETS SHAD BE VANED GRATES 1.9 W THRU -CURB FRAME FOR � � a� ' , .. I + 7 ?�7jN„)t / (X� V�JPT j p c I £FRTICAL CURBS ("SEE KING COUNTY DWC , vO. 2 -017, SHT C -18) OR RCYLET I 57'00 ft I ( ��y EX �/` �� r _, ' +' CURB /RAMS AND GRAZE (SEE /MK COUNTY OW NO. 2 -020, SHT C -l8) AS I ` ° `1 L �„ I I APPROPRIATE' Q I 4 - I - - A OPR /ATE N . < ' CB 3 L PP W/ ' I I CURB FRAME AND CRA 1E ;SEE KING COUNTY INK NO 2 -020, SHT C -18), AS I 3 2 i I 1...... 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DEVELOPMENT �) '' \'\ �' R /A/ 1 ?� so �� \ \ \ ELEVATIONS MAY CHANGE AFTER FINAL L 7P O C6 22 \ \ \ A.SPHALT PALFMENT HAS BEEN APPLIED. GRAPHIC ?.7'_ FOSTERVIEW ESTATES �. inilora '1/4... �'" \\ \ -` :: L 4 " R/OC/ PERFA4ATE0 P /PE 'OOP � `s � � \ 0 20 40 - 8 DUJARDIN DEVELOPMENT COMPANY 1 80 • • Ml \ \ \ AN A EN TERPRISE EVERETT PHONE 334 -5015 ' �_ \> 'l 1.. v 40' SEATTLE PHONE. 743-•5140 � - 4 , 6 4 ' 1 - »= s \ \ AlANH - A � \ PIPE PA TA 1 Ex a SA 4e i. r' - '? - \ 0 - \ 1 2 9- 552 1 776 .r2 171.69 £ Pa2 x (B • or 5) Ex R 4 ERY \ ' . d EX r ?_ 7 2 / ` �S 15977 r '0014 (S• GrlT 4 0 £i- ..t� ' w 3 4 6 5 159 35 SOUTHGATE PARK ` irEr'S1rVMF _ Ex "�'_`''- \ � ` \ \ 5 4 5 6 197X 4 5'33ii 1 - ?rzs . Ate R�X !/1t/lY E,tgjtvT . 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Z , co (LOr .32) 20 12.2'' R MH 1 �� . � t 9 Mo\ `� 1 72 r .� 5 6 7 � \� `` !2 15793 40 \\ s `� \ 147.45 '�� . _N - , 13 157 45 142.95 �� 9 1 6 .. \\ WA TER COURS 14265 � ''� 9 �c jy N i ` \ • \ 14 144.68 13548 3 \\ \ 13578 \ �` q O q \ • , k \ \ \ \ \ 15 136 b0 75190 (,MH 77 " : : ' : : " \ I 131 a1 DUTJ �\ /, P 1 i ? ` ASEA/ 1∎ j AWE ! • _ \ 16 75 ? 3E' 146 73 - 0 g . h L \ 1357 \ Ili�' : \ 135 2 \ , 90 111. o \ ` \ 2 A 11G.- SAN Mr 9- to -/ / +4 �` . Ol ` � � ` 19 186.09 175. 3 \ r I `. , (FROM 4111 2'O) RE 187.7 �� I EASEIIEN 2 4 /E 187 F \ \ �� 4 2 3 b ` \ �+ p4 ! \ 29- 9 \ \ (FR.: ),Y 177.5 54 \ 4 : \ \ - ),Y ,411 8) • \ \ \_ \ \ 1 11 0�► \ \ 1,s14 !our/ 20 206 18 1X7.58 \ \ \ ' \ ' \ \ / h r77 ` \ \ \ 1 \ ' \ \ Y \ 5 / \ • \ • \ Cs �o 22 ` .� d� 20 , \ �EX e • ` \ \ ' \ o� /�--. • N q • \ \ �n�j \ \ ; C4SE i V \ \ \ 1t 4 21 / , � / / G \ • \ i \ \ I Nt��. ' / p \ \ \ 5' UAL /TY / \ \� Q � b y EASEMENT / \ \ \ \ \ 1 10' UAL /TY I \ - �/ �• . \` �\ , , / I ,, \ EASEMENT I IN B N S F /W 1,M ` \ - L I � Ng9�TY LIIE - 1fP \ 1 \ y k, d \ 1 �� - /Y.4 TER EX SAN MH /9 -31 \ '� s \ \ c °LrR ; - TRACT " " �\ \ o RE 208.4 I `' R/W .. - \ / - 1\06 � �� to i 202.2 (B' N, S & 00? ' \ V O \ - - / - , BA Z to \ � . b 4 / � 0 / \ - a - EX SAN MH /10 -31 I-1 H , ` I, s' un� rr R, - _ - - `-RE 146. 1 - 4 27 b� - I \ ' r E AS E MENT - - - - 137H lE 114 1 ( 8 /N,1 28 29 30 1 - • /tAR10 , �j ' / S i lE Tie (a- our • S EDGE OF EX. ASPHALT S' UnL /TY FX 4 MH / 10 -32 r` EASEMENT _ - - - -- f _ i // /6 149.8E R/W ,n /E '4211 (8" W,1 0 �., I ; j M! ? iE 1•. ' 45 ; 8 "S • sPEC/RCAnaws 35 f f A PC LWOW Or NE S 7 o A �•.... • ALL NO'41Y 91ALL SF AI NM? FRS DOT (AP*Q STANDARD PLANS' - b ► Q 3 M17 .9°L�G 7ICA TAGiY.S' D1' 74�L40, d141l71G AND bGNit ° GLiItS'IRriC1»4 I , . l j Z o 07Y G - WAWA PUBLIC Haws .SEME7P ONS7RUC7JGW b I i z AIIdD aEr wr j 0 '' 3 6 -' I Q E SMAVARIDS ARV VAL 14Ar MVE7P OVR1CT STANDARID 9 earicA law MI A7 � i (� G , � / 4 0 MN ES SHALL 48 -14+91 GY.uiE R,, 1) 1 INns/ 1 V7R1C Gi S - 1f4 7.9 - , � a 3 7 3 w w m ' 1T A/A, 95M1 / '?T GIK ASV? AB OW lMr Mir SNAIL 24 S; Vj I ` I - 3 8 3 9 40 \ ,_, z �1z; %' FRAME AMD OMR BAST SE?7 V SHALL C 4VTA 1 A PRE A6b411".AXD crwo LIE QYA d' �rACE ESMR . I l GNAW/ IIYF ER GrASS' . IryPTID FLASKC LINER BY CV LMl7P L 1D �V • \ i W (. ' I, ErCOML. 203 Ji 31 ' ' ; 1 / I ■ , Q P-I z W .� , I Q I i v 3 , ALL MAA YE S' SNALL ar CHAMW2ED 10 .SEVERS V j I j i , ^ 0 a j S v , �� z EZEN.41Jq'VS i1ALL b� ENV a ELLOIIY 11 E '''t! - - _ - > I - l I i a w W g' w- ALL A/AMSgCE3 SHALL HAbE LAAAERS' AAO SAFETY SIFPS �; 3 2 h fl � • / I i7.. � TJKWIL rr_l, , 2 Ni- 01 I i W W a S � SEVER PPE SNAIL BE PI C, AS7a/ D4S MR .X.1 f • 1.1.1 Ilk • I ` - PERM CENTER I irm I *IBS ' • TRACT " A" ` FOIE OF EX. ASPHALT J > W 33 • I L.LJ I . ■ -� . CO 1f 1. wA1FR ! , , 0- 7 COURSE i \--'' -' 4 WAS,9/ � I (f) NOTE: AS -BU /L T /NFORA/A 11 / IS AS OF 9/30/99. MANHOLE LIDS I AS ti � � - - � Q IN PA LEAIENT ARE IN ATP. RAW ELEV,4 li NS MAY CHANGE i 3 4 • - a • I � P AFTER FINAL LAYER OF ASPHALT PA �A/ENT HAS BEEN I • • . - - -- - _ _ s • s _ _ ' Q L L APPLIED. r . e: \ >> 1 . I. I .. , I ` EX SAN MH /10 - , 1X 569 --Ay), -� I 33 'Q ur EX. SAN MH /9 - 32 I ( --- I ' � �� 7 vAL ` RE 2377 l I m /E 210.1 I I EXPIRES 3 -15 -00 I 1. I 1 et NO1E S!" .SJ C -15 I & C -f6 PULES P LANNED RESIDENTIAL DEVELOPMENT 1 7 '� NORTH GRAPHIC SCALE FOSTERVIEW ESTATES -' 1 2, i \k.... , 0 20 40 eo DUJARDIN :: DEVELOPMENT COMPANY I" a 40 AN *LUCRE ENTERPRISE EvERETT PHONE 334 - 5018 SEATTLE PHONE , 43 -614!1 I , I 41 4 0 \\ \ , - - - ---r- _ _.�. ,- % 7 1= ' \ ` a 1:44644"1"59"- �u n � , - r or II ii, - r, IEN) r IfIV 1 45(IV x ♦ / 47.- - \ "v. i 1- r s' . // 1 - r CAE Mc �F (1V . so � e *Z + , 1 - /' G,>F fllL IE % / allf7d� F 1102114C 1 jr- COO EtTa r /, rr I - ' - . / ' ,�! - :.7.----- \ ` \ G . \' 1 - /'GF AND f7g'4 e 1 ONE, LM NEIL WT \ \ - L�7 10 EE tA3 7 1tr \ 8 \ \ t mss, , - S' 41' ADO �Iv..�o - •; E t c c ` ° ?�' i� 0 1 4 15 �. �: 3 ,�_ 14,?.4,4,,, B ►.O , \ �,, 1- t'a' 3'T dtS� \ \\ 1 r x r ,� f11v x /\'' N>D /@S AE7A[ 1J I 7 \ / - - r 6A MII �E (k x Ai . / '� ' ._..___ - \ \ \ . 1 - MOUNT Ate r Iud di. i- / tsrly �Ir�vMtiTr ; r. - _ 6 \ \\ ' ¢ 1 - d' 12T lU' ID (11V . a7 roltfl£ e� / \) / • . ar 3 0 \\ Ik5'TAIL At<T APY STAAMaY w Il �, - ,- - Li�fZECT 111091411V AS AEEJTb - ' �� : - "---------$...? • mill. ..,. ,,, N 17 O.. 1 - s' •gr lee (la/ x AV ; 1 - r CAE NE IE (1Z x KO \ x \ _•,_ N \ , x ... ‘ , .� '' \ N _ _._._ »_ _ `- e \I 071CRE7F BLX1110 ,, 1 - or RAI" ' s ' f L�]EINTGAf ? X575 PER ID 1115 LEE \ ` ��ilh � ! .!•� - -_\ \ \ ;L, IGs / , 8 1 � » 4_ isle 1 - r x r 1EF (jv x f1,1 1 - MAPAVT ASS Y (14 - a>� . � • \ __ �` \ F ( ID �u5 PETAL J - nP� i \\ Or . HID EA�ovr `.. ` =s \ >Faaaa� �r ul� • a-� 1- rGEMcIE(jvx�! 12 1 - r CIE we x E BLOOMS' � (liV%b _ ` R My 24 .t „ i ,�,' 7F &Xt � � ` f Iry i _ �4\ \ \ 1 - r x r AT OA/ x f�1 \ i . , ,,,s \ \ Ill i , t = �� .. � r - r �,� �1cIE pz x ilfl _`-- -- ' I s' + : t :. a 1 - r G+I E I41c IE (J<I x w� 1 �'�' 25 \ 22 " ° \ 1 2 0 1- e' x s ' �r ( � v x w� J, ; 1- rxs x • _ ` \ \ f- MDRANrAshr(57..f..N) ' E:' . ! '�- 1 - 6' CAE 1�1c IE � 1 , rs )P _ _ \ 10 N ii ► i . , / 'F x>dAC f I 1 o { ! /SI M/ID A N NSTA L NE eV ` \ ' : , \ 1 : \ / / :� KrZECr 1141E/RYAN MAX {/r • . V L rycat AA4/VAG ,•'' 1 i ;. � 25 PER ..OWT AS AEEDED rO LOiCA1E C171/017E BLOOM' ' %, \ l . \ m I1navAAv As A' IW A1FD GW PLANS I \ SO MAX - k i ;t:‘ STANDARD NOTES \ \ I I o o i l i AT ALL AL AE PE PIES 07Y or nAristA STANDARD 10 11 CHAN CYTY MI C A ' COAL TAR A2 P Ar5 G f Mb ARE 1. APPROA7MAIE• LOCATACHS Or EiZ7INV U7X11ES HAW BEEN a9TANS7 FROV ANA�CABGE ALL REM0IED iwc1w \ �: 1 / , � - 1)P - - IlIID + R 62ND DAMAGE OR £ 67Z4�AAK RAE CQ'11RACT 4? 9/ALL XVITACT 11E ` `� / N . :• \ � � ct' sr - - B RACT - �\ % o • SNOW S0 AS 1V A \ , � ` � 1'� WATER _* it U � v11/1AE3 LOCA17CW QSV1E7' (1- 8717 -42f -. " SV 41OP TD CO1571N/C110N 1JE I \__ OM�ER OP MS REPRESENTA?1 E SHALL BE COVTAC1ED F A L/F1C/IY C WT E.GS15 + ; , ` R - - \ ti 1 _ _ EX AIL S - x 2 CLWIRAC1TP S -'ALL MD1AR'Y DISIRIICT FMAUR A A idMA ./ OF 48 MOOTS AN ADVANCE Or - l ALL RE4i'.l�Y13 FD' STAR 1Z3'1Jy1R; OR AAC9°L�Z'17CiNC ' -4 ""\W- ' - - / TRACT " 8 "\ p - ' _ E >T G1A 17PAClaP /S AE3PIANtSJ�'E f?Few GL'iV1JPCY AT Tae OF STAR G GLINNE'CT EL M' 1a NEW B' 1' I `' I - `'�. �� /K1G1+tAi/ AEIEF 141E If _ - _ 5' . ? - f ; ,-4.5" 1E7PT BENZ' I ! • / - I i S. 4:3717-/ S ...- i f CaVIRACRAP S YALL FI RNIS Y SSW MAMMY FLIP APPROVAL WERE Aram" BY RI20CAIE EX f' VAL IE EDGE DF i 29 30 =nor* t �' �j� » I o ki RE Z ETA& .�,I',i°EOIRN„A AC VS AM f0R VARfi RON PROW lhE ENCAMPS' AESION G1.mac - 1F otoc 1oic EX ASPHAL T , / -T , » » »_ ` 5 GLN/17PAC1AP SJYALL AKSTALL ELIt.N911E7NTAV ALL'CiRDAAN2E 1111N 1111N A/AAGIEACILIRL�R�S / ,,, °x , NQGG' , I - / j � Iv I . ' RAY - rip N �A77 4V..S MD 1725 .9°EL'J ".A 17CJ AAf7 Q'YY Or 1'LArMCA STAA17AR17.S H , I , //7M /7 ' lal�7OVT I o ,/ 6 LYaN7RACIUP .'/ALL F7.4FIMt9Y ALL A/A)E7RIALS , , \ 101,/ W I iiiiiii � '' 41114111=W_____-:-:f I ; - EX Ho c:'< < z \ ' LlDEFLECT AMlE7PNf4W MAX IX CIr 2T Rte- �"��•�'••� -I Z 7 ,4 1 MI11ERMAN PAN' S7/ALL B EXTimr4 cv E 01./C111.1 NOV 2ASS .z PUSY -aV .LIWT aP MECHANICAL \ ' �" •.�E YT RJ Ai4WTAW Ana Cif - - '� 3 ........ » y I o A�IVT, CJAJVT- -LAMED AA�SJ' 1. f ,uED 1111N VARNA9V AI6S'TALLAPON ' FROM C 10 BEE AV AC L'IPDAA�l i� M171 y A/AAUt�AC1L14L�R$' 1112 A IJIGWS ALL f7T7 "S .9'/ALL BE MOLE EX 441E VAL 1E c--.------ • o� 39 I ► w c n u . CAST PM AM9 SNAIL LOVFaW 1 APPAPPLICABLE PCY 1AAKS OF AMY STASTANDARD A21. /4 A21.11, ' �! RDAZIE EX YAL 1E = 0 3 N �- B1 N B1 - 6 A21.53 NUN f1 A ANM/NKiW P14E:'�'APE RAMC OF 150 PSJ' AIID M�CL 6E \ \ f L' + _ _ I - , 7 � � 1 5' MALA'/L71/TY EASI 7VT ' w J w :, ` � I h -' _ cn 1 a ALL CATE VAL LES 10 BEE ARR .41 ALL MZWAN1S 10 AAAULDE f 4 , W ::6" n \ \ j f s' . '�" W Z W 9. CUT-NV AMD VW TAPS' It7 BE AMACE BY COI/RACEME IRACII.�COI/RACEME MD ,/125 S7i1�ER11V1E/10EJVT, - B lEF (41.1 X F7, f 1 I ' / • au - A► ' ' kf'A ;r ' C a z EIYGJIN R 14110 Gy7 - < 1LN'MCA Atit9°EC1AP MAST M7111EED fB Ha/RS /N ADVANCE 1 - 6' CMI lE I�AL IE 1 � � � 1 � . I I COL/ 'SE �/\ 4 a' I� R1ERIE EX HYD A TALL , 1 - a►; P2 3'anlo ar - OM 4ETAL 12 ■ I W - I I , AI . 1LI CAST NOV AEY,Y�/AIWCAL ANVT SZEFIE COIPLANGS' /PD2 NPED. PLAY HID BLS? mix (15�T RUIV) I • C w GY,YYCJPEIE• B![�t'AW^ -_____4 _ LxmerrAEN'r N' I ,- z 11. TAP SIC .2EE1E'S SYAU 6LE M'AUER CAST APaV,, .A211 EPDXY cat rag STEZx, OP - . ROYAC SST NUN S - -- - / ! c q TA,11dLESS S11 2 FLANGE 1D EX GE i11L1E 3 . ] Z g2 1 � , ' EX r 1J 2' N yr C>FClS X �, r. � W , � 2 � 32 j Ahab 1 - r GE ro IE ( �z x AV 12 G1AV1RACM)? IS ,i E FOR JERIF IING ALL EARVING PPE TYPES 4W .92E3 ' - . LLY: RPI MD CnYIEC110V 1 71A� J (. i �, FD , GLIlA°L4S GLKPeirel Ys 5, c / i% ANSI L/1E TAPS w s \ - . TRACT A , v. 1.! J 1/1 FOOT MAMA/ COW? 01f7? ALL M141ERMAIN PPE5 1 HID ., ` -_ fi 11'tA1F -TIP i 1 - s; 44 (,III�X w J + \1/ I ______i :, AC rJJ E a 01271b^ 1-? \ EX. c v I 'Q 1.R AE1EZa°ER R7 PAY FIX ST FIALE; XYAVTY MID Sr°EC17CW FEES ) k 1 L- _ '� EDG OF EX. ASPHALT V / 1 6d Ex a w I 5 ALL AlE1E1 LX4Til'NtS 10 BE 040421%41E12 1Z0421%41E12 /MIN M41Z A5AP1Cr 25 SZi4°ERINIE7IAENr. i -i W `f 33 . . °' .�. - _ W ,� -EX 4 w 1B ALL EX1S'11NAi' FIRE HMaPAN1S AAG 4/AAVS' 10 BE a°ERAFX.WAL PR/OR 70 T \ - -� r A d• / S / .T , I f- Or !> S'1RLAG'IAAV 1 _ IA *9 I - r +ES" OEM *Ix SO i ``‘\ '1 I I 7. NO CE ARE 10 BE' MALLS' N►TIAJT IINP117EN APPROVAL BY 11iEE M /723 D .SUPDTAWEM?- , S . lo, _ CA. lE' 11001MIC ` 11111 2<‘ 1 I ENT aP G1S1R/C'T£Ma ! ' AMD THEE CITY aE RA1'AMCA PUBIC Maws FAMED?.. 34 1 - B; 2Z5'1.70 MA/x A414 3 clr RECEIVED f8 NTIR 1a I ))<6. 1 - r t> X C A E BOOM .� a T : +� W ILA MD "7.25 GL'I' 0/1X� $5 AMD STAMARA$ AM iE (f1 R, � •9PE?/I�ACA RONS F ? ALL REA/AN�+PII; NOTES AM AETA1S ! - r CAE MII IES �1 x M ? . - W / � HID COVIXE7E INGOGND 1 - r x 6' lEF' (�i/ X f1) I ' 1O PIw t - J/f SEERMaE LAME 04•119 TAP GZ'1NNEC1A S6' Fa? EACH E•IxST C 1041ER Mr1ER. '-w 5 I / , / -CANT S i g r ,R'AVf DFRMiT CENTER OD 212 A/MM1GM/ ALLOWABLE a°1�7V FRENCH SHALL BE SO FEET v � '� `�' 7E IIGWNS I W l. SPIES S�'/ALl BE Gb1ERED RAM RICIGLS PI417a1�1TA 11 q11 I w s 'j� 1 - 6' GTE NV( �fZ Alts r /� 22 AirllD PIPIAC1D C1CMA °AC1IOV A / 1 3. 0 kt S1L/PE' GYaV1M2 1E3'T /FL�YX�NPED .UY'1 Gam. °1LS I 'y ROOM r (1'Q.'S' A1AYJ ,� I v ? X QE TES A'J<7 9.111 PED 1 2 1?AE GYS APIIC T ALL CV4$ V l./NCiER PA fD 4W < 1RA#' ? AREAS SNAIL B1L� 95T A/AXJMR.N/ DENS/TY MOWED AITOCIVR PER ASIA/ D -1Sf7. ALL Y 6' � F WAS �F O. 011ER AREAS 10 BLE Snf MA/510.411 AE7WC9'TY M'.gfiED PIRC�I^1C1P ' r f 0 hi �; 1- - -- 1 -s, ,cs see OA/xAN0 ,,� a c v7 21 ALL ✓AL IESr FIRE H1VRANTS AMD .SIE7PNCl�S 10 11NE AE7ER STN° 10 BE INCLUDED AS ' I GiMIgE7EE a[A7E711C v : _ PART or ALL ARJE33Y4 ( 4W P1i1R71Y TE31S AID EXaP11g1ES - -- -w 5 \ V- F 2f 1RAAf1C GC�INIRCE .9i 4LL BE AN WDAA CE NUN an- a' 1Z4rMCA AEDGN 7yIS \ I �� s' �T ADID (IIv x /O 1.0 R1/E 1 - 1E a , �, ,. �) I 5569 O CONCRETE O/ ?S ALL PM°1< AMD APPURTENANCES 10 B:E 1E 117 Nr71MV 10 FEET Or ANY LXiMILECIJCW 'at_ ( G�wcRE> WALL ` �� \Q Pl�IV1$ maw 01111111115F APPROIED BY E7YG iroe.. 1 - AIP NICLLW Mir \ I V .� ?I6 GI71g41E lE 11�IPr.GS'T B!Atal'AwY' SHALL BL PI4171s117ED YAL aP ASSi�C Y E! /I'lEf LE'TAL 12 _ - s _ " + (W FZ J BEAM 1EES 1ST a r wAL K (17 - ar x i' NE x OT API9'AP1EWAMCE5 MARE ANIERNAL MACES REQ IPIE RE3 B!OIA1'Jj1Mi .SHALL BE *► , % G�YV CONCRE S IFPS Y 1 - 6 441" IllllE(fl x w) EXPIRES 3-15-00-1 96152.00 # AGL'OROAMCZE 1111N NO /725 SMAAIDARDS °\ I /11 - IMPAIR As it r (1.15' 1114 NORTIy 27 PE 1F51A V AM7 USSFFC TION OF 1 E INTER SYSTEM S VALL BE N1NESS D BY I • PLANNED RESIDENTIAL DEVELOPMENT NO 1125 s ROME EX KM SCALE 1- s' us'dEAD AA/ x I C cREIF OR/ 12r awlNcrarrf /NEW'rr NW I - 1 :: F0STERVIEW ESTATES C _ 1 011/0117 /ZOOM' b x .2 10 40 80 DUJARDIN DEVELOPMENT COMPANY 1 !I AN ALLEGRE ENTERPRISE EVERETT PHONE: E: 334-5018 PHONE: I. . I • • 1 4 ' r $ 1 1 I 1 I:, I 1 I I I I 1, 1,, .1.'. I I I I I' I I I I I: 1' I ; 1 I I I I I 1 1 • 1 . 1 ! i , I ! . ' jI I, I I i I i i i i I '' I ! ! i i ;! I b I i ' I I , 1 I 1 I I jl _ i i i i i 1 1 1 1 U f . • i �� 1 1s 1 l I ! I I i i i j j i i I 1;; 1 1 1 I • I 1 1 1 I c, l I i : 1 1 i i i i i $ ■ 1 1 1 I 1 1 I 1 I .+ '.1..L 1 I i i I PROPPRTY I INN .• • ... r. r -T - �. w 1 -� I: . I ' I' •; 1 I ,,: I I ; I I I _ , 24..1i. I m� 11 • I I I. 1 I I . 1 1 I S �I a } �'� `� I 1 I I I I I y � , I , I I I 1 g�!i ,, 1 1 ! ! , I Ti 1 HI �,� X , . I I I 1 I I I I I •' -, I • 1110 I, �I I I 1 I D 2J'•3a PROPERTY LIMP > 4 - -4— . 1 I - I t- . i , , , , T , , I ' I m 1 I I I #• ' -- - --4 _ _ _ -• • _ _ 1 ! i I I t , ! I i 1 I 1 ! I ! 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ON DUJARDIN 0066:026700 6 06 02 SKC PERMIT SET LOT 110 • � Iry I I v� ILJLI 1 � I , FOSTERVIEW ESTATES � — -- -- -• l Bellevue, V`v'ashington 98007 __ ._�__ _ __ . til I I (425) 641-5320 Fax (425) 641-5318 Its DRAWING IS COPYRIGHTED AND IS THE E <:CLUSNE PROPERLY OF THE ARCHITECT —f - •_ - " ___ ,. ,/ Peeler le near 1 3 - GENERA. wa..we-s... 5 rECr•Alti r zawirsittekA, to , 1:5cE.JaitECJS thfaiffeTsn c oma.' itagef '!Lj ; G1Q - + G 41 5 K _ . .. t °art 2 - rh►octrcta taut - ar+sa , r . The ewers/or. has Per dramas emc r a oererc 0.1-era far rO Gw Pre :ne standard* sr o_ = G isa-aresse Faeroe ' ',crape& seeteeier &Mar s seV:10e a Part 2 - Product Part 2 - 'corn= ± T. ',&Tons& acv +tas t& heir NM= or aos0 -t aria s endear des reg %Ate/ ne o a• tea :.not: uotor Swords mutt.',& cb,' converse rut her the cen✓ersut er :ro �aeruor a,Qnr erbrs, are :tem. :ter aateress tear o. sure, trio :c tics as , 'rear a gist. ^o /de 1 Scr.ctra c,maste 5 race' .. Er = :000 es at a dale t Cabists 1 hearer Seine n& A Comte r•tr Patera* few .&recta sdecue. 2 Reo..ro' rook/ suns^. Ise o., ne s rteroce c _o' _ a Gas a •eree: •t row �t -me e :CS 0 b T Pe,rs r t 2' ',rance •_ rasc.r�_ ^macaerie, e& > rear eteeke rse eons: sow aun .1 ardrreece r�ae- re. ne T or &Je er', G9'4 :e resin esteem 5 sank es, Fe 2G+00 v e'v' as: A Coaerate maternal* error reactor scheme 3 Aw mtoar. A Coordinate min eater as reer mew: or teheawa A Refs D :c '. s : - were. -e e. Reaereserea. s " ea ter. are recess,- t, nee_ e, :c cone eta ties apex rc Pro jet: eoorese :e -•r: ter, tea a aim srrle C ncur _era ter a seal de re b' car ''Or nrlPace at 28 Gay• air 3/W rouse aggeoa:e_ 2. "*'beet. - w easreg. 3. tractor monk o..: tire ng and -tMC a aaar ayes Ccrearce,:Lne' rc- eau-ere ' sine ce epe:'r'cat err Lithe this ',oversew it 481 maw aprrs No escr ras a ter G' or vae rare', eta crop:. eon ear :a' Tar sear ' or 3 Amer-res. , A ooroi ite see eatra e o. l Meet se ve adae t2 A Cceepic -e s P otter :rapes 0Orele ets .. •r mats e s mu se sweet or sanest.:&' eleararce free the �]sa Pro eta Thera mood co °leccepna at A seperet`aa veea er A to e' rove are sear •edteirc acts xues except For Foot re* 3- Parsec Pert 2 - °sco c•-s res o / : ' ft'ee ace 0."d aooc'•r .a hates c ee - r_ 2"' wove Tr ace omens f w 5. 4r emu rt4,rr -t as* ' ce 5-8x r a'1 c whc"ete a twee c saner A r co &rate s ea tr°as +trash e10fACtierr scheme ! Ca pe . r red e. ee osiere red sae an .iced p r 'ate ? opts 24. c 6 v p g 3 art 2 - oast pas ana rata - es 2- 'rare cra,eos ant ;. .xot vtec 4:°.=F tu _C'S .5 •etas a -. reels, o owanp and ftree SCe Cut f _ •r ties -a rasa.& reader neon 6' For ever, a' or aurae} G Go`opa seer: 4" Star and r rcra x 1 Safety. gaze per -BC Crap• -s 24 4attwe a -0 ABS critic of ►zee ac o `P t o mooed Grc+e dec Tert es •r. doe _ -Mier :re 'eeara tseetrdrt ac Rea emotions of ;1&tra :retie Or pro scat rue see •oar I. CCAranate sec eat.reae flri it seamen schwa. . A Ca?Ore. r r &Liras feed' seteao same. 3- Mercers to be • veered VA. float plate arise. 40• de cast iron 0.N- COr se se fr reeriero _c- nu Oar o caber's / •vane a-a.m -. r any for. a Oki i.sa^zat'o Or C.:°P_ER Ali. TEoes es. or} G. Srrose :�a+or - Sense atastaer c oe :.oetrir..ad of cies products Pot 3 • Emma. or S See o:. *or 181082b i so aweevty roa.rasr-. Moor or VW saes Tres 0. s _ roe. rens -n s • L4 w re.r 1`os ere es fO -ors root a lie see tees - e' from U. - t' S. BorJsCeeM ens c ' -y wet �O Df vtStpa 8 - 4 c,. t,703 at osku ' 1 • 3 4ev r •r-oo,a.ore rust oar :• a rare c: KA°P_ER - - EC'5 P5. r A ..,,rest& .: •r eats as e nter set.4C.,,, 3010 0... -.) Deeper - ,.ceps to ce tie 43 operate a r a rasa_ a vans_ ABS P !I access n raise. a 0.r aaraveo atria _ c cosine( ;ewer r.. 5 op srte:- rove free b- PraetlG as Gee an se r a .race dter d 1 : i ♦ :h ra:er a s , ter• e.ec: ar G Gas °0.r :ace Ter`f -xa a 0.F app cheer Dheser = • Coordnate _ I ' thu: a see rc ararrds ay ter very rate& re ale-am-etc aro :� rot outer: to area ee,a x v greats ear true ear hiss e er solace e 4 esee Dtvs re '_ Ftovae 0.r aoprovec ea• rr} ace ern. err r0. Pre ro e.eo r the a, ore woe :ere -area met I sere i oe:a : or one :,ens 0.r corst•, arc ouch: one dense ., r se c sue lrcorsat+st fete : y p ca END DMS Cnt a FiE5sE5 after the gas meter 'e veers, Vs': a .oca as arulde of the stecure are eke accessGe_ r t 1 ar0::eet,ra a s:.gr err, aro :c cwstrxt a te0r'ca. der-aerie ♦tre testae mynas. 4e .. -ea,' WO Estero e7 - -.ear - :7 es, or oe stone � D. Water _•r CA-Testers 'te :re-at ore, are rev sere are air o0. c` re COro� ,G Or access cOCC.e. v other aWroved roe- coreoestee ira:enas a re- r acOO to ears es her --- e _°Sul? ..1 CA i i I °o_ P.S. a era a.. oaks- «eas rut er-era t enceo '&r a ce &r rr Oa.: Ct ere Pr Bea. G rad a' : [ .:.Wear', stets 1 KA - R Ac�r- - = �5 therefore areal: nc: Pe .ace Tor any area',: fd�, 0.r cosec.er::al ?POie° r T 2 era.: 2 - Peck= Pe^ 2 - odic: 2 -Soave C rake: 'y�� scut acids aurae. as a teswt a no r, cda +re r tm corot uc: a process. sd it :0 599'.. f: b ' r f E. rev sa e ?Jerre c 6 era e r argr _2 r , •ore. : - -a frith Div sOr ' t sale- See :re '^'t'C& Bu ✓t!s -rA' EEsL.S' 'sea the araaros. , Pa r gee 'S' •0. th macro siterprofect age, Ptre re eaor• s de ...ant Pee, and tares ors to oe reefacea uCe 4 oars • b' O sad' say G TM1 nA_ AhC mOIST•JP ff - CTiCem A F7r 5h. Co meet& _'r e a:rac r/ sue ea:er'a s s e c 'Pa^ 3 - _xe�: em A .-et eater neat, ;Dee s r taros S. ' c nO: ✓ej v -cc r y :re von exceen _ :r sr :ter fret-.&: a :'T [A,PPLE c P- a -ce. stone .. ere -cast ceTeat& roc•:^ ana ertera ens to ne sumo-teen a 3'x3'x3rb' 2. Cairo&- See the ' et eeeNCs - r:• ERA_5' s• or re era =rgs. j h ..00rrerate e.tr orwers water a sere',: or CO Alter' =c - 5 mac-: d aesarc e< and a 55 CM to tee KA°PeER ARC- - zC:7 5 PS apnea • 24' cc. Provide anwage to rev ear's&', as WW2 wove; Teats- raa: J• to to in Q15O D A" FF �YT _ ^' r � co ra r a :e s ti r rats ae r sF sex', o sahedu e_ a 12 .ASONR`_ V IRT-Sr A =1 l en r -cx DC frofrom ps CD ta reeOatee. dust irabee troy ad oorme ra:era eeraearesa ri �9su Jx� f 3 Code e st eo area Y C, I C reee s Part 2 Product C G "0.r snit-oil venire r der Part 2 - Pea,. A Typ 'X .aWE� as '&okra, C °Tree, extern ' CoadIr4 a ere corers rats a *sect a. ' b. Due :c :rte rate& re nons� ,,ct a aro see hire aocees there _ be Payer ease - ..orvwtia - Air cropieea a axe 0.e source fa coat unto• a'- 6 sq. Sprayed -a asphek er -a on See 0.'.b.? L' t :tc aces,: ' aou.'rsers Anvers and '0.e ' aide 22 o -oats° stew see ro cor ant _err -Tact', Greer sees• a c- the to .duet 2-pacts ,dote arts aro asseeo ii.,es- 515 ds h art auk see, sift- operate carte meet lc Inc be orate a ride the e enliven enliven the Teen', 9'' o Part ? - Exear ? B .aatstroo faPu@ as recto a: se: a oars acatFws Os, L BL,s,c 3 ream ro;dder des - cr% ' 2 ..OK rekeexcenet s:isdrd adder type _ auage ere es, less 'that can t e:knees I ees ...0 d0. -rigs s co s ,sea a bu edC 51 and noes rot ++cane 57xir �t ors a Fula L fen i ) coat leer :BC 4 Append. Se 4. t aosroare a ceuroc a: a to aces& s (u ease A °.c rte '- corn.tia 'e ear ire , Garage a tar scut -oFr vex es e r ; F Ps ' - ='ec, or bg cue ^0. :e 0.5 'e - 1eGe a e :.s :re or ace • maser r000rolbi'. : :, c crevice aro L •••s e3C Chimer :' 5 "lets comer tea, creel& separate see-err are era" .a .e. . ; i l i j .'. ceenceate .e- 'cat '.- ms noluene Octet 5&,0.: :Jr arse estalatra or essence =..oa: a aka is rot E' t/150,.. 0''9 VAPOR /4Q AI2-We_*;eER Ci GOa'MtG wen -atS :d re Fi:tlr! - ei.ctiOr1 sU1CC A. Luacon c Sexpier Sysx c cos Omar - 4 - 1 t t KA°O_Ee &fee -• S_r c5 !stasis , are aa a resesbetk, Fa d scarcees a coneic:s = ot - = c e', to oe r :' •rak arc e,c:e+d is' i ons 'met ace Par: 3 - Exx,:- a >. lilt ! 1 ! stater a 25i- Na'' e aria Tire.: trragr Cor:rac :o- c .Ter sex ed ater'2'1a aro their rexpx. Pre iroa.ator- ea -e- , face, _ e •4 taro a: b' G:- eerie M� amp ^lea n, ? - m s•.. reabe ac.. w ms' ?a re e. ed r ir UB Drtapa Z; and 7abie 25Cs ed or sea. r race per Par•. 3 - Exeaeut -.on a] I I 1 v°� r - c _c 3. Spice F oetid ba rs :o Pre 'ca' aerie, re- errorasert Der meters 'O- and 3' Part 2 - opts', : L The neater o neat 0.k c apPdp 0.: sd "era eau - ranee -t era fgnc v + { T- "{--- KA ef Aker C„ '_ asxrc .-c :abet. aD. :. a • &&',onc e ', For 0.r; :ter Y d+ eau be r0. ac tap es. 9 °� _ t 3 0420P Jae `�dR` L Grove rover b re Do;yeth ere& Daci: 8 wafter ',,rooter With idtelry standards- Res :c area. eta. aeer:s out a e e-eo s du raruracurer as bank Tame ens ',ailed out are -wee so for iIEL 2 Bui:dha :0.p see the '^ °! At 3U_D!4G - "ATER :A.5 !lee: a the draarm D I c I I ! �I I i I arver ewe .-., Par: , °.owct � n , i � I I l Br .ek wear Par. 3 - Executior @ o ✓r° 1 -c no. sere a these drawings e ent ca. ,Tensions ✓erlfy a': dieheraIoro and dater s Mee REaweATOR 1 .2ECL E.F. -° n Par. 2 - co ot: par. 2 - .rocuct A Exter a acatioree nere�rra L Sere 7v &hero reduire ar -.s beers sonec`, ...0, era oe •e ceeseie , Or tri acnracy and report diecevanc es L Gera, c meet area rare a ti es: L Faced Air. Coademe k th is resin sere:tia tense.:& arissees to new an}e'tect mined ate. 1 Ail car let!a well we :c tree "P_' ,error. 5, .dine Coats ',:Riot• aro ne r A. Coera at With water 0.h +'.nhh re ocatror screcee A Finace !ester. Ceerente Le, rater a s Fir se.e a. a went.;& B. vrta`e aca:,ana: name/keen Pa^ 3 - Contractor. O 101. 5 Execu B. Duct wort are n&.18 0" I- accoraance 8- T> •r 10 _ass aro Reg a ors and various codes mposec py Coordinate with eater ais :Wish se�eactia eeweie @ ' I`� -A' L Refer tc -arvract:s s recarmercta :tars. Coordinate y r eateries s firer r_;x a .'crock. I LL Tee we& s recast. for coorO r0.: ne woo. W , :r0.: OF 0.i '.ranee to &frees& ;;Tied'',, ana. •edui•ererts aro .x10' a thcr tip G. ..averstanters. namerwfo. Prover a a'Jeo.„te ,terrace of a teas _o'er. iee con:racer sea rye -.ponce fa 2 Amerce - nspec ono eat See - areata, due :- ern. et ate nets •carts Parr. 2 - Product 2 •30 Fee fe \: 4' t eats. '. Goa -'rate _ e. r:!+' ? _seals f select sdreau!. l-• CGO•orate ..:r• mater `r'er: seiect r secure . a. redo set safety teecau:o a anc brocade: a Tea., red '•.G do •J s wept Par 2 - °rockets . Type- D. SOr, Coedirate -'e a.e a e ' near seJecti scheme e . 2. C.c.-v. mason ,cite" aerie N- C u m thc& ere eni is-cleated sizes ter drawings. L Peera'ase or r era -Joao pates, Ciao Thera: dice and exV p Laea oWSteene: I "Si B A. Jails: ' See le ' IC c A Soadeate .. t eat, as :frier selectio' scherh lee. E. r�eeieters Jii.h adjeatao':r ...at e4 v rr A Specie. units. _ ..As,- Bu _D WCs MATER s: on tree ',rims 9" Exc. as sexie co der C:hCr_ se , :ere - eta: ? fa• a:: der : Ohs, ate Teti -tors, ' u' ✓!NG MA'=_R A:_5' ' or tree auger ', :L�*1 FLOOR. ✓ c-oe:ate Wit tare a e `r sit 515151C1. scheme s " aro suote:tra aft tors sea. r elay ocean&, refeerceo standee*. 0500 CONrSTR-CTiCN FAC &TES TPCCAR _�Dh OS-S Cooed hate y ;r materials r r sails', a schedule. c o, See :rem ""°'CAL eueD G rU.TER'A_S' `st w tree Part T5 ar 2 - Product T 2- Fans: see civ s or 1 er•sot 'eauiremerts_ . rosary , 3- Ga nia. gees c oc G Muds. Type: Z _y Exterior D. Fatrratal F'erhreter R -10. A- Coordnate w.r eaterlais ester selection wheat e. 3 \nets" ' Coadinate witnhate ale Frier 5e es,--c' 5 0 t - A. xter'a .00a ions: ramee/mfd- 10. A ,ark t hie nor °c, sea -earner: : of it dkatry standards fa :he &spec ire 1 ' - crepe ertr ✓cry = ac ^ w - fret', uci G emc - efts, cater, to heron toilet per r 4. =moue D.c:e Gcedinate ., rats a s • fish se:ec:? suseaule ?. 4euiat oar A Standa see roar, �968P CAR�TTY� • 4. trades in tee Leader e wr'ia the acect is Due. &read',: ono -eau Tana^ a :rte.-, :,cat as: n &nee o Par -Pea eta canx era Pad: A er ou o. aide br dine e ra tJ�.ip a tr aSCKLfaF: campers r 2. acv:ae Contsrrto -a-. Co -toil - 'need's g erosion sedrmer: and surface water control L t oad rate wee pairs a e finish se!ec'On 3Chedkne. Part 3 - Executer A Coordnate Wet' materials fie* Ossetton sneer: ea we JIG ,actier 504: - ard T,raoesert due c-0nStuc. -ion der jurisd'ctiore, rem�iro L See o'vis!or ". energy requ!reeent.s X9900 r'AINTTIG °a i _ a le Part : Exectt 0.r ... e�.� 0 ✓ ap sys -r aes;gr t 01022 _ r= r �ANE0U5 Aa rr'"1 RECc. I �h'S Part 3 `xe ..ti0 L Painting over prepared erFace oe' maruracteer's •ecorecroat!oro L The es. 'e• h& tem :c tratr ate „sere c: ore- •xe;i•eeters ono faction e Z a r• d m„',G oOnt i,'ten'. wise industry 5tdr{ia' RB•9 :o �9':erd, '9Gktrgrer't5. is ,. J •^--- DI' . JPr ' L Bride aro 'i.e., A. se. user rat s:als reel selection sciseat:he- t !' -ara& raw' space access m x 2 robstruc :ed access pc SL. =3 3 A Beek veneer shad be suap:seed a roottne Fa/elation or oher roe- coa,bus!ible 0' ,, �� c yll11L CpyEQ END D V'SICN �5 y 7 selectee a a a aerg supports. it sea nave '5•'e tete: c aand : es at oe sac, 2 s of verger terra:& 3 Pevroe - a ; ✓ y r" ed :her - i :- pier y -sic .ntrees. A0. 'E' 5 scare ,ride _cop 2 Part 'Peace w Zr - Joists ana miniver apace urns' ie,:ec Girders. Part spa . minimu 0. i• b space et.re veneseh nd Ladc:rg, ant approves 'rase, at base or va'ae', - selectee, ee -- L c� -c ; :r04eC Part : ,ayes t Tyre: A. Coordinate with Contractor/Owrer eater, ono 31E' rove we eoho es at 32' oe. at tree vase or veneer extending lam tree 0. space to ° ov oe a,. c access r +r!m,v 2 :' x 3 with 30 &heeler esaaro, a: rwbstruc :s,0 L 5hin9les and roof', ties: D . s', ib r ei the exter k veneer snail sumo, no ioac other trier ''a OW. erai are tree Pre a dead I L U :-'3 readily acc.sioie open, Ls ::BL. sec, -x, 1 505. keulate and peen, :tine ca enemy X200 =AR fr.-ART.-LOW A See the ' T Y PiGA! aiiLDNG MATER'Ai� Iis: a the drawings END DIVISION 3 E -EGTR'GAL r ceirerest " lead Of ✓eras crepe. 2. Membrane roof) A 3-ply hot m - - - _--- --- A Q j 3 Provide vent .atior pen :.BL as olio O Pr J Par: 3 - Exea ter B. °er JBC Greeter 2 " y L 0.w' mace vs::a :'at ur' re, area well be rot .ass :ear ' sir. pee '50 sS. L Rae gradrg: 4 be;o Tinier. dradirg unease CeherWia3 spec' ?. Concrete - asarry unit (^"i p :vision e WERI� {� { ace r'x area. o - ccavatlon o aac ! r .Coat _ ',',,th to AS C50. , s hah tee SP r. 3 -Exec :'a FS Par. - Severe g eC 2 - + sr gradtno: _drdaCapi d'v s cn 2294 tC maeonrk rt era .s s be oORS:r. to Pa E .iA:' _ 0-,�v r'�e >.: 0.e c aces as r -c the earners as react ca' and sro� - R! L Install pe man;.rac:,rc's •ecommeeda :;o end chapter '5 of the ,:3G. - I. E;x.r ;a. sisters to oe ,loos aesiorteo. provide noes ventilat e e at least we apprcx rater Opposite side- Ts, section 23'13. f ug, aeon can to',: rG a suuctu s, as needea l aid up" r e. , aced and anC7Yreo 105 mown a drawfat - - y J 4 Excavat bac and compacting f ,averert as reeecx. - 12200 rOUVE AND YEN 2. Reaqu�atOry rs,puireenenta reefs tO Dlv:'sior - Gs,' -era', Reeuiremeru � B) Att c vent.:at'ont rriernir re: are as she. be not l ess :her ' se Der '50 s.F. or 5- lots! ng and dispose of excavated meter La. as needesa. pa^ 2 _ °rooucta 3. Contract, to !provide alects ca' dee:nam .Soots °esJgr Circe try. foie, :id'tire tear rs attic area or ' se pe. 300 8! of alt c area 1'2 is ,e soffit and 1/1 is at !east 3 above 0_1 9 IATERIA. f+ 6. tmpattnd or eater, as needed. I. Hardware c■oth sewer !.4' x '!4' ce sofr: pa as eetatiee If prop dent the plate :free ter ,E.,-C. sec:'e '5053 ono energy re:el•erents- ¢010 re as needed .± Coora':ate site other trades- R4 z der,. Lees erive'..;a and patios awe trot building. minor, 74' bee- foe:. 04400 5' Par, - Product ?. nor! aUD,s �' eerrarmed meta': soffit Vest 0.e deta� ad e elope a de y �` T.-o 3" Roo vent :'S ee Divei, 0'100) 16200 f' OII Tt Q+ `�, 1 Selina: A. Sea he ' ICA_ B I� IN( s MATERiL_S' 'st a he aaw Par : - o ,dies , -C 5" Garaae;r•ctse occ,.psrcy sepa ? 02500 'PA /lee AND SiRFACiNG 4 Otis ve as rote° as,• c a ns Pa 2 - Product "u Tr e. A See the 'T`'PICAi_ Bu' DWG mTATERiA_S' net on the erawincte l Wire ana Boxes 'opt Ai Occupancy separat -or ea caraoe to :louse shall be of fire resistive 3 Soffits: A. See the "'PICA BUILDING MATERIALS' eta th d raw s o c LI ' 3 P ar, 2 - Prosuct L As -hour a drawindle. ^g 1 Pi300' PREFABRIGA =irE_ Cee AA volt: :2 bA 3; ,,;ire W J const.c :ion. dud be a tee g0. ace s "de, and extend from mud -s.'. c oa shedtnino. The c r 4- Other- A. See tree 'TY"PICAL BUieDiN mATERiALS' list ? the Cra wirgs. Pa r. 2 - Products Cif' ®Danp _OCd:iory L Walk r o an, a nd parking paving A Exterior xat'ors: namenn e: ee gle _ ce np ,afro wane, posts ono oea-ms suopctn structure snail be covered 1 tr 5/8' type 'x' _syls ,rear a vino area ' s above : e g strture above. garde.. Use 2 I0. ss o: '.R' tope 'r' GxIE; at A Astral: 2' crass g opt 3' crush. rook 2' A15. Goordfa :a r':e mater 6 f nish seiac :'on schedule t. ,cotta tone !Arce+ B- tots vc!tage: sandard type m trusses and TJl s bet ...136.36 4 ana tab& "' -R B" Crane° rocs. 5/8' ne.e. B. inter, iocatio, name/m g: Part 3 - Executie A. Coordinate w r mate :o s Finish se!ac cr saeduia 2. F'aneis Circuit breaker bo• fu, ;abet. 444 CA e r B; Door Daaa- ca•ace end house shoe be tight r'tt'no self -cba std solid wood C. Garret. ter Division 3: I_ Coordirate with materials Finish selector scka 1 le. L Msteil per ran facwe s r ecommends :ion end C hapte 'S of the USG. Part 3 - Execetior A Capacity: Bldaer Des cr , 1 F se o no �.e I . See d v:eior 01002E Tor Tee ahem& y re for Free aces a r e s . Bede Des ?r r � doe 3/8' the. . per , BL. section 302 413;. y y" V A Provide Pant 3 Exa ;oorolnate With mataiae Firer selection stheaule. Exaction 01600 FLASHINCa AND SifEET METAL 1. See d vlsla il energy requirements. 3. Carordtno 'Z J b- Stair essence: 2 hit Pavers: Coordinate wee mater 0..s !r elect a schedule. 1 Store veneer: A See 3r dk ve lee•. e :' 2 t2' scream& 30 PVC conduct at co et all f a s ee wail e lec t , ca sire - DENT'FYINe_eevieee E'" A. Ieaoroorr b -8 -+,i , - C :- ; -C' anal insta,i Det minimum .:3L- section 100615 3. Pa vomert markers: '. Coordinate w.,r matee riais nese selection schedule" Part 2 - Product seer ce and x P 0' :cog a var'zeo rod ra e!ecsira1 Tea J ND IISION 4 Smo Per Part 2 - Pro d eta' di 9 9rO1^d � a E?..: A: private su s Wean a m r E DV r -,. ke cors: A P• de leer ,i B-C. sec or 3'0.'_ ,'" rise. B ' maximum. AI, other s tairs t read '1' I. Gauge galvanized pre mishap" I Building numbers: sr � minimum '!ear T' masker 0.e B 021,3 A. Coordinate with materials finis: - election schedtie. 5 Fire alarm: A Provide ire. `Metal! ter B.G- Trotter 31010 ana 0.e realireC ay daver,:nc W0. C �� Q , 04100 SEWACr AND CAI -N P art 3 -Executio fire ere -oil op hand-- veil ea 3 eerie and neer above the stair sect a and Part 3 - Exec.utior i/3 c: - not less :ear o• le' r'e :ears ;4' from tre ware and Leer returns at each ens der Ir!Vi51ON 5 Part 3 - °exec t per 14 and '5 of the uHG. I shako.. r .oration per jurisd!c :frond equireener e. er Pr i. Intta!1 UBG. section '006 °. Pa r, 2 eruct 108 '. The netaeler to deal ne system :o aoorocr jut edit:e ra' requirements arc. Fact r r 44141C I. Sub - aina s s tern MEALS 00 'OIL AND BA11,, A,:GESSOR!E5 9' a - see meta, re olocKnc at too ano tenon of stereer span and wail a1 strIr y 01100 400Finie gPEG, „tar - ;ES q a roamer corsistert with industy standards. Refer :o . genera. equremeta ono u. t�.r ong esd - - Part 2 - oducta A = OTd t++ per ..5.G sea ce '08" at,a aa!nare t ' ADS per orat pipe non- rigia. I. Toilet and beta accessorise: H E - girder Cover usable Space der se • Wi 5'8' : . e 'x' tae 2 .a s at cell) 2 . Star sewage Slater.: 1F'.t4 FAy INGS Part 2 - Product 16200 GOMMUNiCA'IONe A Exterior catches ins, or ates, and Trainee, A. oadnnats w! th materials F. nleh s e l ec t ion achhedute. c art 1 - °tOOUCts CO area Al i oiMS she es, :aped ens sealer. °repine i2i layers of 5/8' type 'x' Gee a: L vertex Np on w t sec Coordinate wrth materials .7 ee i s et!a sch edule. Part 2 - P rod uct 10900 WAcE( ROB. A CL_O eT SPECIALTIES I. Intrusi ar lt oetact a system: re ce tree are .under stare A Ridge Vert: manufactured by: y ms rilln B. Culvert&: Part Z P•ca.cts A :,emirate Wi,n materials finite se ec: a schedule. i. ..aunsry Ciutes 4 Dumbwaiter Sear, - Topic& 5/8' t '' SWI3 or 26 a I. Coordinate with materials f r bh selection achedu sheathe-al with Iook oirita on 101' otxni p type x 1. Coordinate pike materials finish seiection senate. L Botts: Use sizes and shapes per dugs, a as needed for intended purposes" I. Storage Gionet 2. Phonesystem nds to abaft surfaces shati bet self g cloaked solid B. M en y: ushroom vent: manufactured a C. Drain pipe: 4' ADS non - perforated tight Tire. A. Coordinate with materials Into selection schedule. A Coordinate with materials finish select a sc he t dule. core door " 2. B'. 1. Coordinate with materials Finish selection schedule. B. Flea obbind - as per B.G 1!t 3 Sanitary sewa s 2. Guitar 2" Clothes Closets: 3 kite comeecatior systems A 5auaae co lectia nee 8' PVC anieas C.435: ''0 s nate(a. 05500 METAL FABR-I_A71pN A ,..,ordinate with materials finish selection schedule. A Coordnate wit eateries, finial selection schedule. CO e. Structural desire criteria geese notes are provided for convenience only ana so not 8. Sep: stem: Per aaw s OF bidder deli A. Continuous alum. precoa:ed. 3. Pantry. imply that complete structural analysis has Leer oone on this structure. _ 9 1- Style: K profile 4. Stereo seta's A. :oordkate with materials Finish selection schedule. Lip Par 3 - _xecutior Part 2 - Product 2. Color: Matt- Fascia T A) Truss ucadee _oad L Subarain es, system: 1. Handrails and guardrails: Provide in sizes and loc n atio as shown per cl,,g. END DiViSiON 10 -_ T Ter op chord leave 25 psi A Sloe& to corer and suround r In well drairing material per detain. 3. Doun'poute. e To chord dead oad 12 pa END DIVISION 5 A. 2x3 rectarouia• aluminum pre, ated: 1. CeIor Mater Farce a air pIV!alon 11 1.1',. _11Ala '20 c F ti le' - B BOttOm cnor0_.v_e c ad: IO ,i 02800 SI c• Divlaior b 'is, to carer EQUIPMENT - -- - - - -- -, - - - 0 TOTAL LOAD 41 pa' MPRCy�r - 1100D AND PLASTICS 0180? 51CYi TS Par: t Products O N Par, 2 - Product. c: - MAINTEN EQUIPME I. F'xturee. :.,, with materials 'tree selectior schedule. (J Bi Reef eve .oad: 25 tai Part 2 - Product e y;f _ A 2" :.entree. A ewrcres,l. Coo'oaa :e W finis& sa!ect'or scheouie L irrigation system: Bidder sea ® RGlG CARPENTRY Part 2 - Products I. Vaaam cleanng system: �1 f } 3. Dimmers I. Coordnate with mW tsiaie r selection scheaule �/� x C) Floor live oad. 40 psi Coordinate with materials Finish selectior ech&dula. L Skynights to conform with tae section 2409 n aIJ D) Stair ono co cad: 100 A. Coordinate With mat/fries fmteh selection schedule. 4 Boxes Coordinate with materials finish selection schedule. corridor ; Pre per' 2. Fences and ales Part 2 - !Product 2- Mameactver: A. Coordinate W ith m aterials Finish selection beh eduie e�V L_ 9 1450 R E5IDENTIA € QU IP t•1ENT 5. Other: C mitn , r at er !als Pelee selection schedule E% Meceantca units: weights prcv n:a by meeufacturer Coordirate efts materials finish eelectior schedule" I. Framing cumber: `ramirg iumbe• shall be market r conformance with the LeCeB. standard 0 F) Wire. 80 mph exposure 'B', Re assumed grading rules for west coast lumber no. Ib latent edition- All Kiln cried rinata 19% 01900 &_&eeNTS A CAULKING Part 2 - Product * u , - - Part 3 - Exeecetla :ureter v _ i - r G) Earthcr.ake: Zone 3 @2900 -' 1 Garage door (0.I '� I. ree'nata'ia :o rimier the setters t appropriate u•iadtcticnal re ana ecter in 0) �4tNp_SG - 4'IN G A Joist and rafter (2 a nd target' ken -Fir 2 or better. g °pe i t d j te per Part 2 - Products A- Coo•dtrate kith materials : Inleh se lection schedule a manner corel5terrt with the In standards. Refer to genera: r uiremera. - B Beams and stringers: 4x arc crew) Doug -Fir •2 or better. r y 9 eq _E 0 Aiowalee so' oresture: emcee a son report oy a quaff fieea engineer Part 2 - Product C. Post and timoers, Doug -Fir r I. Caulkinc A Styrene butddere Cdul4ng (SBR :. Color: Match siding 2. Ironing beard afire ice drawni. ? 10 ''4 Cr) N • prcvideso. 0.i; foctnas and fondatona eha' be on atemeed 2000 tai esteems Bidder Deeiar Studs, latex, and mist. ii earl, Hem =ir/D '! standard. A- Coordinate with materials finish selection schedule- - - _•__ -_.. END DIVISION lb �► t unless otheraiiae rote. on drawls E p °� END DIVISION 1 3. Free - stands cop :ianee.: ; : w ^' . ' e ", - --- .... LO capac y g . sand mirlOiems Per manufacturer ^9 J LO A. Coordinate dinate w materials Finish selection echech, e. END D!v151ON 2 F. Glue laminated timber: D.vis'on '" e Sim J% Equivalent Fluid preeeve 35 per Simple span: 14F V4 DF/N3sh ENERGY 10 Pre abr Sc! bum a d Said e lro Appliances G AI Contnuous a cantilever. `L4 V S DF/DF DOORS AND JIINDENERGY REt JtfsMEWTS - _ _ 1 r c D!vlsior 8 END DIVISION P I T terrine - pp `ode airtight stoves, fireplace Divteia 3 H A other lumber free - F!r Stardard or Letter. Af1! SFtiNCs TON ST +T��F•!�(d iY' CODE: _ stoves, roar reatss /fir factory fireplace all r- od /,meeteo strand board (O5e). 4PA raded Upper ` Gena -ai Notes: &place Stereo .actor bui fireplaces. laces. and r Wee inserts. and a CONCRETE t J 11 O 9 08200 WOOD D ` mower Level, Mein Lava, Level) Dlvielon 12 - CD - CB shell comply wee the provieiona of Section 304.; -304b Wile. . J oa shea r g. CA�E3UDD MATERIALS let or t t h e d Part 2 - Products FURNISHINGS - - N I. E oncomprs,es ble R 0 pad aieatedp l5 any) eeparete bows pr gas ehutofv pp mg y r B) Meta! Chmaeys tea de enclosed above tie star r Which the 03 1W -_C. l FORmytCilC ng' d"'9 I. Panel Wood doors. A Coordinate with materials Finish selection thedule Qs, 'r appliance served is crated it waits hap one roar Tee resistance rating, and with a space K Other Ae noted or drawings 2. Flush wood doors: A Coordinate with materials rinteh selection ecrheduie 1520 WINDCJ REATMENT 2. NAGEA abet x tack Part 3 - Execution 2. Particle Board: APA g ailed 3 . Temperature sett) (less th or = to ) 120 degree F. a all sides taupe -en Jeffrey and sclosinc walls .urreeiert Ft• examination and retake fa 3" Stile and rallistore door A Coordinate w/materele finish selection echedue. Part 2 - Product setting dQg entire chimes, uiailb see be Without Oper'res pee .!'... r . 814 - 8!44 . 1. Fcrmwprk and bracin g For structural cast -in Llace concrete sahi' oe by 6utont cractor and A. Urderlayment 4. Patio door. A. Coordinate with mater!ais fete, seiectior schedule. I. Window el treatmt: A. Co ith ordinate w materials flesh selection schedule. 4. Showers and avatales small lent Floa to (less the or - to 25 ,91,,,, (e 50 S.i% C) Provide rirestorrbind at chimney. Oa JB.C. sectla - 062.L meet the reoulrements of the drawings and indu:etry standard.. I- Floors: 5/8' 'U.ON.) 5. Other A. Coordinate with materials finite selector schedule. A Ceiling msuation: Cie Inman Inan metal fireplace with hearth ana surrounds per earufacturere specifications 2. All formwoe. shall be placed in tueh a manner as to alien casein place concrete to be 2- Sheet vinyl: 1 /4' (JON.) see division 9 END DIVISION 7 I. Baffles to skeeter 1' air &trace above Insulation E. era abr'.cated :ireplaceb, camntsys. and relate carponerts a bear ;ice placed a solid substate and to allow structural support members to sit below tee Frost !ire" r 3. Cabinet turracee 3/4' (SON) 2- Baffles to &Setae, 6' above bait neaten a 'CBC sea of app eve er Q. and be installed es• manufacturers r uiremt5 3. rtsees _ 3. 3arFae to extend 'T above loose T!i' Psulat:e i �ht F) The !sure shv extend at least 16' in Front or and B' to sad- side cf A r *eFabncatod corrector prate wood roar testes evil b designed and stamped by 0830 Gi 7r_g()p�5 B. Wall insulation: ��/ the fireplace opening, when the opening It smaller than b sf. If the opening is, b 0..f Cr larder ( T RE;NFORCIIV� the manufacturer In accordance with the 'design epecir!catior For metal plate corrected Part 7 - Products• Division 13 I. Face stapled batte wood trusses' Dean r draw' s and details to be available recueat 2 4iaa fit unlaced bags hr r' �' the hearth shall extena 'r0' in host and 7' to each side, per UBL. 3102" 9 r9 uPo^ . 1. Slidlnd glace door. SPECIAL CONSTRICTION D B. See 'Roof Fram nc Notes' on drawings. A. Cooroinate With materiait finish selection schedule. - 5. 'Poly vapor retarder o• C'!T i r ; UKW ILA II. rlaawry Fireplaces: Part 2 - F'roauct C Roof design, layout loading, and bracing evil be by merufactv on er 7. Geroge ae: (make /style }. (see deris HAW) 1a4$ 6 . Pv A paint w/a dr cup Per rating of I max. A) Masonry rirepiacea shall be designed end eonetruetesa to comply with I. Remforcfg -tee!: Deformed bar sizes and locations per piers and detail& Caade 40. Fy D. Field alterations or truce meet be nee! manufacturer. UBL. section 3101 " = d� 9 eJ A Co with mster!als finish selection aeheduie. Part 1 - Products I. Bidder design 1. Conce Insu lation mall be places: B) Chimney :erminatior. rhlmnei, must extend a mtrimer of 2' -0' above any 2. Welded wire fabric: at locatl.% per plans and destine 6x6, J11.4x'.4U►F 4 Feasters and adtee pee: Ali nails shatl be common wire of sizes For intended purpose 13156 HOT TUB B. Behind ann./tub S. Behind partittion ion etude /corns TITLE tm leo of the butloira within 10' -0' of the chimney- Chimney to have reinforced aced- cement Part 3 - Execution Ps UBC table 13- II- B- IAttach timber to flush Part 2 - Products & and beams with �� WOO WIND7W6 PERMIT CENTER mortar cap, sieve, to seed water or masonrt stone Cr conrreta 0.p wrth Band cement I. A minimum it fa all bare shell be b' or 30 dtametse, * lc Pas It fords Provide Simpson 11' ha nger,' &siee or equal meta to suit intended purpose. Simpaor hardware at other I. By: A Coordinate with mate isle Finlel ealesetlon adhedules B. Floor Ineulatlon: pargind to shed ,crater Fargine to be m!r 3 4' thICIL ;i/here maeormy. stale or concrete cap it corns bare to match horizontal rslnForcemert miniver coveraoe per details and UBC C locations as outilned per drawings. Bit heads. nuts and cut washers per D 5. Part 1 - ',pucka A One dry r_ p rated vapor beets Lr the re m aide. I. Note: Egret. - B. Moleture control insulation. geed. chimne it to be reinforced with 92) r are as bond beam. as show. weer soar arrestor at Plus Lamination type 5. Post to mat foafnys connection. Provide amour. treated post and positive correction q, Every slesepino room shall hays, at ! east ens, o perab le window Wl th a net c lear opening J ' Attic and crawl space access panels to be insulated and weather- strepped 3 NO.. C Cy r to footing per U86 OF 5 i 0..f. The open lhet .hea;; b e 24' minimum, w idth of 10' m With a finishes sill 9. Recessed lighting fixtures to comply with section 502.4.4 D% a a&tn Flash end cotnterr!d.h wen min 2 d eIVENZed s i•rlat metal height not more than 44' above the floor, per UB.0 section 310. Division 14 le. wall Insulation is Installed and ivalent to the required wall R- vaivae ae sheer it -- ---- - --- 03250 Part 3 - Execution y equ' 9 9 9 �f�T€ !ESSOi?lE5 Pa E or equivalent type. I. The following will apply unless wn ss sh on drawings. All wood framing detail. shall be B. Safety glaze per JBG chapter 24. CONVEYING SYSTEM$ table. 61 a b. - 2. ManruSACtured r0. e9 open p rase end anon. II. vapor (501.'b' E' Anchorage - Andhorage .real be provided at al' ce!'inge and 'Adore Part 2 - Product constructed to the m!mmmum stdnderdt • the UBG. A! harm shall conform to the •a q ulremenW a retarder. ,'hall be vietalled per more char b -0' above grade, except weer rcrsirueted entirely within the &.tenor ua'it or I. Anchor Exalts: I/2'ex 10' unless otherwise noted on draw ngs. of Chapter 23 or the LBC. Minimum rating ana'., carom to table 23 -1 -Q of be UBC. Helgie by 14100 p 11M5liAIT 11. 5lx (b: mil black polyethylene ground cover shell be lapped 11' at pokes and extra ancnora a to be ;) 3/Ib' a I' steel stra a cast at oast 1 1' into the rhi with A. Color: 1. Coordinate with materials finish .election schedule ], g p rmey 2. Evans %3n and contractive Joints: I/l' asphalt Impregnated Felt as located per drawing* and spacing of studs beet colons to table 23 -I -R -3 a the UBG. Pen 2 - Product tMouahout the ueWl space to Fourdetla wail. the bglidt an I130 parree band with a b' extension around ten vertical reinforcing bars or the and detail B. Style: I. Coordinate with materials finish selection ac edule. 1. Dumbwaits: A. Manufacturer/model number A. All exterior doors (except 20 minute doors) shall be weather stripped per !850244. outerface or the chimney. each &trap I. to oe seared to the structural framing of rte 3. Washers: 2'x2'x3A6' eq. steel plate washers. I. Coordinate with materials Finish selection schedule. 13 Service hot and cold water olp!rg in secondit!oned spaces shall be Insulated to R building with (2)1/2' bolt. per &tr s ap. Jhe 9lete are parallel to the chimney, straps are to Part 3 - Execution END DIVISION 14 (S503.1) SHEET be anchored to 2x4 ',mettles correcting at east 4 Joists and secured with (2) led I. Anchor belt at 6 -0' max OC, h2' ,ran corner and joints, max. embedment mar "', 2 bolts per 14 Heating ducts In unconditioned spaces shall be insulated to a min. of R -E '53031011 nat.. .art jo type. p mereE of wood. WASHINCsTGN 5TA AIR pJAAAI!TY ACT. 12. Fire Blocks and Draft Stool - as per U. 108. A. Get 0.i Notre B. Standard air leakage (5.502 43) caulking Is compete when installed in the following loc locations: I. Between sole plate/subFloor 2. Wlring/plunbing /duct register petnetration. Al 3. Rur joists/mud sills (heated lower , bore) 4. Partitiore stud penetrat'ona 1 END DIVISION 11 I • a I M CRAWL SPACE VENTS I GENERAL FRAMING NOTES I GR:-. _,:E - Ott 3 F 2 CR.-:-.L 5 -_F -E -50 != 5.74 SP t. SEE FRS FOR GENERA._ N.O E5 AND Cc rEh' ..u� - ACV +�D RGOt 'f� - E) S ! ``s 2 SEE T- -.P C.-t "!G'ER -__5 LI$ ON SEC`;ON 5.66 '! 1 E+='C•ENC` , . 58 SF PER /EN NE' E A4 - _ '/E\' .`....3, / 58 = w ee /E'.'S 3 . £ :0 JGRy -E =' FOR 1- a -.\D ' 'y P_.: .:.N.. Ej... R S !E /ENT5 5- 40.11, SEE P_AN c 4 T4 SS D=SO S ".�*.F. - R...66 1 °_ . , _OCA Oh S.+Ot.l. 5 =OR =Ere LGXGtrT 6 E vE\'S x 58 • - SF OF ✓E\' 5EE . 1- 6 °00 5-EE' A -t :: =-:. PRO/ .F: VENTS SHALL BE COvERE:D W CORROSION - ZS -0^'1N6 RES 5'A►. W E ^1E5 11,T.. OFE\'VCsS OF SE .. D / 0'000 - 54 -- I 1 1 E ' 4 ''''',:..X - - F_SS SP-+\ PER = ✓.JR P_-47,5 ROOF /ENS -cc.:. D ' \ R" ..Ot5T ^SST BE °ER"'=�NENTL' - - R-5,S -- -PE PEPER c i qF. ^^.'VCs , .:N ?..AF D ..` C SE:. 4 - 5. ROOF •�RC. =Y" 5 NG 24* c G_ , N c I :o } — 3c - / 6 OR Q SEC- OR P E R E-_ ✓A ON ! i t9 9.-3' �, 4 -6• -3' / - - _ - t C I.- F...—ER .:. 2x4 ' R 1 -8 - 5 E' ROOF - AIL ANA;, BAKE_ :,'tee - -'�: PER e - ; i 1 i [i4 ._ pi's I I o_ at. 1 1 1T t 0 D. PRO /DE • '' "" 'ER O o - O 4 - 2' P.:\ , L le ,•=h: 2. -R ' 5` D S D✓ER < -2' . \U • ! n' 6' I F OUNDATION KEYNOTES 7 Patio , c a rt. m F :f 1 D ' I F__. - CONC E S`E"' :..ALL 8 _ D - ^': \. '5'9 _� —,- 4.-- L ---j— a / FOO`\G- - S E E DETAILS ILS --✓G CNAL e � i i 9 B r • I _ S- / _ .. `v � � � r'A\C - E S - E" .1, b' ,.,.:'DE ,,, -:., r.. 2'x6' rte_• i F {{ FOOT NC, SE. F' S =OR ADD:TICr \` . I bobs SGL 'NFOR"^.:TIO\- - t• \ ' \ SEED ../ = Sic =_" -+ ' [ ..l j _ 4 2x5...:__ I (- -, -3 c _- _ _ _ - { w r - 22 S ON GRADE 5-A, B= - ! 5'c:_ 'RC =__ : \ S- ..." 6x6 I4 Ct' - 3R '�JLrR . S :c %OR- ` t PRCYIDE _ ;<F ED EDGE A' DOOR 00 -- SEE i ' 5--EE f_ t� - , , - F �_ Q 6x6 °C5 ON Cam;. " A50^ /E SL4e. 0\ �- D . I - ( — ' 36'x36'x3 `= O^.' \G G'� SO_ 5 35`�c 'E Z 0 6) 9 4 SEE 3 &HEE -- W C ` C 4 ∎ ! CF._ CR= _ --- V. Sr,- G. -- -.._ -- N BE_0, - f... a \ o SH =E' O - Ib -[" .J�� - E F -- - - 4L � .Z... ), _ ..A_LS , R= 2xb C.) 3 c 'E' o .` a_ . / ` 15 , ,� X .- ! i :.\ L ' ^ -' \ e _: \G PE c ,.BS Z I ✓ D i ' ( S E E S H E E T - I f 4x C B \c. ^ N. " G_= e..NC= =r?O' /1 2x8 C2;� _ _ ] '} ` C E GEC = _ \. - 0- B 114 f J ABOVE - "F • W4 � 4 .. . R -55 - R E- = D °OS" SC=.E: °O \D rT w J ( �— 2x5 GR P°_E ',...!!,LL iv c l x' -8 9 £ = S .:" ,: - x -., O 50° _E_ (...7. `CC NG FL4 E t FP —Q_ ABOVE, TYF. LN_O. °RO✓''S'E =x6 °CS s SEA SP__ CE • 04 � a0 vE C.' :NNEC - ON FRO^^ cOc- - 0 =OOT'NG. rzi .n I PER DE _ '6"2:!. SEE .% '/. 6 S-E_ A n ! - - b ''' _ B,_ -.CK PO_`I'E"H^'_ENE GROUND C-0./ER Q • 0 Unfinished Basement - - •,,, I ( FP -e ' - Q W 1 Cortc. O N s R_�E. .. col _ F. Si=p J' -'. SHEET ei E-E_ "R SAL SER ' ( PRO /ID= ` BO =VC- 15 8 2' /, - _3' -10 _ - - 1 b -5 �, T Omni co ND w FOR __ =C R GA_ SERv C =_ w - b - , 2' -�� -3 /, - -b'1-2 I /2' --�' AND 5/5'x20 _ONG SA_ VAN ZED ROD F,.y -- �- -i - - FOR __ECTR G::.- GRO:i \D NG. r _ 7-------,, SEE D'v. 16 AND ✓ERTF" w/ 5: ; T' o\5 0 • • r - -. ■ ••- r _ - r- -• - 4 4 FP _ � BLOCK OUT IN S - E.' " _ =CR OORS . C.41:4 FP - —1 1 I V — i 11 \ 3 fD / I - I t I D . � _ — NYr�C, c'G. AS REQ.., R=D w , T l I I J ::,.._ V __ i I 1\ k . 3 3 E t 4 , r - W Y _rte ° 1 v _ , 18'X24' CRA.;�L SP -•,GE ACCESS. 'NSUL -.TE AND - _ _. J ‘..I E 9 I . ' r \ Lai �F WE�TUER s'e = D �'m�2 5 -_E . -12 2 F� �_ 4 14 c. T 1 a C = PRE SS : RE B L OC K NG OF A E =S ; � j — _ � e D2, __ . A:.; ACEN; JO ST. 0 ^l ' I OPT 5471-1 ' ; ; op-: LINEN Y OF 18R 0i I F °-14, 24'X2 :X iT FOC "*ICs SCE D SuBFTE `= F+�1 i F 9j 18 y — 1 (', — — - Wi 2 4 SAR AG«- :: OR '2'X„ SIR = OCTINC: BI r— 1 4 - — LQ' all. OVER O PER :SETA... 1 6•D ` � _ RIDGID INSULATION 30')(30'x "?� ' =CG``NG O* SCUD SUES-R -_ L "' GLUED TO O JNG. (g;=,_.---) J W/ ; 2? "4 BAR E«:G•» .` OR 5'Xi' STR ° 00TING CO — I - I I - I . - 3 . I PER DET 16 2 1_ T LLID STEM !UAL- O F'' 1 9j =,,_ -1 36'X36'x1 MA .00 ON SOLID SUBS'RATE w/ :2i . G 3�1R FAG-. a _ I �1 Di � O I � ` I I �� — 8 � �Q_'� S TUB STEEL '2' INTO SLAB 6 ,_'oc O D -% : :. ., . - . , _: .. SEE D OR V 6 SHE A \ 'ic P J ` DO . `` `` r� . 4 x8 5..:,.r LINE 501_ 5' OCK!NG 5- =JEN J EOT w 0) - l _ i OvErc ,9PPO; SEE D v:c ON ce ' ©E SHEC A-1 CO �' Porch =I `_ FP -2m P ROV.DE 50L D BLOCKING THRr JO'S �� ' ; GONC ( SYSTE*^ TO PRGv;DE S "tE AR O` BEAM + IQ' -O' -i r - 5i8 3 ' 8 3 . °' 4 ' - !!Ib' '' - 9 ' a -, S UPPORT AS ;- OVE AND BELOW --- 3 " - - -- - - — — -- SEE DIY. 6 SHEET A -' y � :0 '_ G/ O FFFP -3 I >=F' 211 1"! � . 1' C: E:,R�: \GE =SCO"' GOB CRE - E ■ � Cl) N ;, ei . Q _ 2 -- � _ _ - . � AT END OF BEAMS •� 0_ > CO lC) ( D � CFP EXTEND PIER N IS' BELOW SURROUNDING GRADE L u r % I ( 16 / CFP 23 3' DI STEEL P05' Garage l Q > , 91 j I GO ' - 0 , - r� D - -- I t =P-24 I EDGE OF CONCRETE , _7 0 N [FP-31 I - i r l C I SYMBOLS &LEGEND FP -1P FP -!6 co SITE DETERMINED I 1 4, (,:.0.1 D , : Q POINT LOAD FROM ABOVE i !: I • 9 's 2 . POINT LOAD FROM ABOVE U./ LOADING 0 I ® POINT LOAI� TRANSFERING DOWN , : . L) 11 11 4 �i' D 1 D 1 a r+ ^� . p POINT LOAD TRANSFERING DOWN W/ LOADING A • 4 TITLE r r I �� HANGER I ■ -I POINT LOAD TRANSFERED Bt' KICKER 'B NO.: __ 99086.22 .. Norte k. SITE SPECIFIC cj1, 5' - 1/2' X 16 - - 1P, 1�2 FOIAIDA !ON °LAN TO .( HOLD DOWN WITH SIZE DE5t6RVATION '.H - - -- BE INCLUDED WITH , 4 �_ 24 -0' _ $' ��' ARM" PA FCIFC Q RT ICAL ST RAP WIT-4 S ZE PESIGNATIQIV EAC1-I LOT TO BE USED ON FLOOR BELOW SHEET 32' - 0' S Txx �' --- HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES SEA'', CALCULATION WITH FOUNDATION /LOWER FLOOR PLAN INDEXED NUMBER _ t3ullr 1/4'.1%.0. _ 4 WALL ABOVE r----.7.--z ..,ALL BELOW A2•1 NQT : UNLESS OTHERWISE NOTED ENGINEERING AND 2._ jig CALC,i,..A' O�i5 ARE NC' PRO./ DED N TyESE DR 99086.22 . • . . II 4 , 1 9 I GENERAL FRAMING NOTES I 5EE 0.:. rtrc :i-rs' r<iR CiesE R.-:_ '40'E5 .:,NC .: IC.. 2`''EN k : ' - Z SEE -Tr° OA `1.4 5 L'S Oni SEO - -O*, Sw+EE7 3. bEE rC rERS -EE' .O. NOTES .:N.:i ) _ - 1 ;F - +ENT5 CONCERN NG "EG.eAN CAL. „'" '�-' ° J tics ''c E_EOTR C.... : /*‘• 4 TOSS DES-G\ p„ ...A\.i- -_ ^R-55 a -;,N - SEE C r b'0e 5. SE A - TR-55 LOADING I SEE D r 2 00 - 5. .L.." i , I - 'R_56 SPAN PER ....00R F- ANS ; 1111 - -R_55. '''''E =ER ROOF FR., - ' 14G P'_..:.N 5- R*_'^.F xle.:. - • NCs SP -C NG : 4' o i.N.0 t I o b. ROOF - C- - Ex - "E CJQ PER = _EvATON P \'ER .^.R PER 5E C ON ¢ -. 'R�= - cR TAIL 2x4 'rER ='- Q k i + _ ' ki; I /—EEXTEND PO5- -42. 8 . eocF - c _ AND R.:KE O iE�2 -.:.� PEF e00= , c - / DEO( M. TC .00! c._,,..',' 1 J) ! r Z of A - \ lat l e rti_ -FADERS .; 4 K'0 -N.C.: {D CD *y t --,----- PRc /' -DE c""ER 5'..D . iP `c - ' SP.:.t., AND ' 2. TR - ` J.r m ---- S',.:.5 o,zR G - 2' 'v.C ` -1 CI 6 j o\ A A SEE D !v. 06 '22 S -+E:E' - - . il ° te r' 7 ___ - f y I FRAMING PLAN KEYNOTES 1 m ):L. , ► ! �� a ^ ^` f -2x8P' _� R in - i / • :. ( r� :.N. H I I A. a 5'1 A _.2E l �O = LdW =0R -v_Y e+ � ' ^t.C'Ni[s -'L JOIST *ANGERS SEE v.'� 5-_ E - A - • r -ACED- 0,- 1...__ O\ --c ^c _O,ERRC. L JL JL JL JL JL Je - � - I - t F ,, , 5a _ j F . ; f rc0 �cAr^`N!s "'E1.- F --_ 0 E "Q I I K F -3 <._IGN EDCsE ter- JO'S - -- _ :C= O= ,,.. __ • L ~ `] F -4 _ CsN w5 D_ =AGE.« ". 7E L ( -�� W .-- _ Oct O _ t : <'rD - OP P = <" Ex E �.^. S J= .+BCVE JO'S -S Z & O C - - - T OF OF BE 2.7-1 i5 =LUST �; '«: E.O - - Or- _ 1�1 r+M cc • ,iC S NC ' C = °_4-E. =.a:.,. -C7 =R..,...,NG ~"_" S =_RS 'ETC BE=."" =OR i".4 a_ 7 v . 7 - :.DEQt.: -E S,:PPOR'. 1011C { 44 0 uJ v o bi -- : C - F-- F � 1 -t 1 . �/ 1 ijr 4;- SEE ,/ 2'2C2 5�E_' A-' IC) cn l L ,, , :. 1 ' ! : ,4' .' : .5 I F =�COp 0 5 5 =E S�� =_ __ L - - --- - - - -F— - -- --�` - -� --T -- . -- I , SE=_ _ `v. 06'02 S-Ec- DWG. • ;! ; 1 / t / 7 (� 4 ; 14 _ J L , � D 7 ©� °R=SSuR` S_OCKI QCs 1....I [ - L., ,,„„ SE_ D' 06'0C 5�EE A� � T ° ✓ __ _-S - BO - T -. _7' OF BEA =vEN .../ BO �TO"^ C F -`1 OF JOiS_S Q O V • ) /°l t_ _ ExT`'N^S ':OWN 5E1_01- JOISTS / / O l ALLO =0R --vdC OVER 3E:.^' .AND SE-=" Su"^PS �� i l > DOWN 3E� OW JO SS ( F - . 4 - 2x6 CvERFe.:" NG s 2d" CC. FRC' /DE 2x& y ` l STRC E!_ , N GK ° 1ND 2x !G C� 4 = W ; _ 6 4 oc T 'R.SS=S BELOW. �"w A ev ... ` y -._ - 4 J L 8.' P . IE :OE " 5L — FF-15 2Xo CE'_ � G C S'S 2- OG w - i / F 1 jib _ 1 -- � I Ir O N l:'4' c ' - .' _51.,,- <C1) , T1 CO I L J __ i 1 in L. .\\. „ - C N 00 w X Ilre, C3 �_ P atio 4...., S 1L 0 - =_ ,/ o A„----- ; ~! 9 I C. NC Garage c 5 ` � Jn ° D ' CO '! - ( FP -14, 0 LT I L. 7� _ 1 CD I SYMBOLS & LEGEND I co �.' O POINT GOAD O 1 ASnVE 1 4":4. . 4 p ad `J c Pclr. LcaD FRO ABOVE w/ LOADING Ift ilL 1 :. / POINT LOAD TRANSFER!NCs DOWN ) __, _ ti �4 � Q\ POINT LOAD TRANSFERING DOWN W/ GOADING - ' A 4 'I ', � ,, /'• TITLE I Qv HANGER J , P OINT LOA TRA NSFEREE' Sr KI CKER 8 NO. 99086.22 L4 .... V ILA g w d � ! ` 1-IOLD DOWN WITH SIZE DESICsNAt`ONI qTcn \, � vERT'GAL STRAP WITH SIZE DESIGNATION 1 Q TO BE USED ON FLOOR BELOW SHEET STxx • - - -- HORIZONTAL &TRAP WITH SIZE DESIGNATION ;� INDICATES BE4M CALCULATION WITH MAIN FLOORFRAMING PLAN J INDEXED NUMBER 2•2 Stab I/4. .1 -0 , WALL ABOVE 2.---....-.4. . ALL BELOW D 0 2 ... I i cif/ NOTE: UNLESS OT- ERtLisE NOTED. ENGINEERING ..NJ CALCULAT.ONS ARE 'NC - ov'DE:D N THESE DRA,..,'NGS. 99086. i t I .,. r I a 4 GLAZING CALCULATION 1 SYMBOLS AND LEGEND I GENERAL PLAN NOTES I TOTAL SF OF HOME 3014 SF ti SAN_ D � ' ^ -C O-'` re.0- 0s''`'c`~ P..4 NG -:\D EEC.:TR A�.- _ ' e. -- •�""t, _- �J\'J 5 E SN"' Il 8YSTE" FO . .i''5 PER C ' '�.�6 5EE 5.4 ' : l 5 E OIE 5 - cO rc - Gc �>� � 'tC =5 3 ` _ i TOTAL SF OF -,c-s cc -. . c ma.,e=- N'S L GLAZING 393.54 S F - F =AN IOC I+*. VTOS T ' - P,JE'. 1i. 2. E'. -4Cs` ?V�i : R Q3.= _fro! TOTAL % O F i.0. ..k.o E ..a.= :x.. -;,sT =, s, G 'AECTEP GLAZING - __ 13.1 S =� ►tee' ©s'.�T • ABOVE =_ z �c a s T - ` iQ. AIR a. 3 er a y a� +- �.. SF S C4G.L» �D J5!►dCs T.E 4E'r2.lRE` -'.'S SE' T B. PRC AEDE T.ER ExPANNStas T.:�ic . '4:4 ERc 4 _- o �A_ *'FA'ER A_5 _ 5 ON SEC' - ON A �! -- -- ♦ '•.,_ ..AS.iNG' 5'.'. I - CODE Bev 9 DETECTOR °E�c -IBC I� Esc \ eE=� F "C -..: D' J�.:. OG.1 ��. :. 0N _O u; '..» BA - 'ERT' 5ACK,.. \TER'. CNNEGTED C. 5 - F.: -° ....A -EA - C , P .`" _ . -^.° - 5 SEE SC /E 5- EET FOR -L_ NOTES A SiJ ... .E' . . - .0001.'!" Cl's °FRCR" •:. E BC-'O1" PER .."C SEC 6085 I ..' SEC 3234 f .RP - EN - 5 CONCERN `rG "'EC*- ."..1.`C-A_ CC+"�_ AhGE l'' _- --C.,R - T - 2 0_i= -*^..r =._\ G �'RCi;7E 5'a F _ _'aE P_.l 8?vCs :tau. =.:G R :.1. I 5 -6' 8 -6' + - 9. 21 .! 5 - 6' - --f 4 - - ! f l I I FLOOR PLAN KEY NOTES I S ' k. ! I F . -1 CCCU�_J.C' 5E °A:r.;_-'�._ �. .. m; ; J AF'''_.'"' '', "ER 5.8" --",.= r' S.-.5. - C A__ * �• F ' w r . '' iii '^Old,.^.:.- ^✓. -0 S- ..:'.. ,, .1R-.a F05- AND BEAr'S. .:,FF_" ( ; LAXERS O TR.SSc, AND - ; > > Deck I 7 __ o ,�c- D ' SEE : v O'P.4r: 5 5•-= = : -� ( 1 3 " \ SC_ D CJeE DOOR - SE_= :_.Kr_rc a F �i 1 ! ` F_2 i 'C °J^ - '!s- _ "`�iCs SEE '0.'v 2'?YL= 5 S-E =' e 1_ • • P - 3 ' 57.•••.R. .:SS =`"B_ NC - ES •=E . ,.BC SEC C" 3 f0 9'0 ( ,. � II '4 1 I ra o B. ' RE... s '0 --- .N_ --- .N_ ,_° e 5Ee5 8 � I r 4050 _ - b068 GC ' i _ , . 50`Jm- . _ - C. .. _ \... ■ 3 - A, ,z'' - C S-2 dam. : � - e \ \ \ r4 ' SEC N D --s ON -Ni:-..,-. r, d E" 00 _ ( RE'ii4\ @= _ E'c S W - D. INS ".:__ =IRE 3_C✓C'NG S'R vG=ES ':7 I -. .0 i I AND p . --0! -* AND .:,^..AGENT -A..... O I I E. C.^, R „S"S_E S° C _ \.. - R - -^ c. 3' 00 . I II - 17-- . 5' "ERE - ARE-'..e. H ,,_,,., Dining _ � - IN ER^'E A. F. L-S - rte;. FE S=.:GE� o F=_1 ii/ LESS --- .\ 4' F E ., '1wEN 5, -:_..5 ERS Z U , , G::R°E -'; I SEE ..'V. 0002.6 °.._ A-'. 3 © [j] & :I A: B ' _ _G S`. E - " G_-;Z' *.0 FER .BG_S=.=''ON 2406 41 LL CC 1 . r I r--,.-7_ '3..:;�1DClw rT,11\ -. =4' :1 OF D OCeS C • Family G. :i'NDOI:;S : USS ,= .D s. -OJERS CC 2 _. c,- D . -s \ - � . �coes a -_ •� S R z r-.:7---, ' , + WITS \ 5 ^� 'O° OR 30` ' s- - c U) y . .c P- - i I SEE _ v Oaaam 3 - EE i 04 el 12' E::TNG 3AR P~ t C =,_„,_.. 5 \>O °ER B 5 =C - iON 3IZ.a M Vi c ` a - 1 m ._, ' 0 '' E P ? J 5EE C' ✓ Oa 08600 S.. � _i II ! I__ - + _ : ( � :G-^ - _RS =OR C. - e` A.c.- 4NCE5 N w --'--! I O t l � . G - FO 5E E �":N. ABOVE "OF OF S_.:.8- 1��1 �� Oy 7 Op- �JPENftrG u. f SE= C V. IS 5...,EE- .0 -' 4 i cvi ',. ---* r 1 COVER w,�-,L_S AD,.; ICE\ -0 -t155 AND O L i I cn . l , ' ) 5-IOL ERS W -- vON - .:.SSOR'BENT .`cR..1_ C-' J N I I , �t' i - I T^, - C A5Ov CR�. \ \_= 5. "1 r �j J c ° U z I I 9 � j -'I 5E= C v. 09.3E 5, -=__ -:.-I 2r l+�l _ Co Kitchen a,I . ,,i ( - P 8 . -4-ERS of =LOOK s , ;INCs OVER Z „.„---- -a S RAM _,__., ,,„.. `r i mi m MAx R SER w .0 \. !RUN _ `''CRE -. _ ■ V I.;, 1 -- _. III rI F a -. .: =_RS \.R_ _ ��Qu >2E� °ER A -1' >F - : 2' !r . ..BC, SEC - 0\ '006 S�-EE' J / - / 3 . / -2 2 =7 ! 2' 6 ;: / 1 5 3 i/2 4 t: i,2' 2 11 e I - 0 `'l ' - / 2 � 2 6 Z-, Ili * -! l P I8'x2- CRA..;,_ S ' ACE A CC E SS. 'NS.LA - E AND. �•1 / -6 / ,� I I - I co l ` ! J LEA DER S - e'° SEE ^.'V. 0 00:: S- A-- N 1 ' , F ' i1 q ` 22,30 ATTIC 5P '' _ v-rcSS W/ ` c iC 1+�1 `- fR ■ Y.' <.'-�, � - I r_ I ScE�R,�NGE. .N5'..,_- 5-EE- E AND'JEAT -ER -Ti2=' - 00R TcR 5R_ K NI_ , - �. : - 2J - i L ' ` - CvE A aw 0� \ B i 8 r J Y �� I i 3 tL LINE AB .I \ — - I 2 Pantry P f , = 1 _•� 1 ,....-A,_._ ....:NE BELOW VN 0 (— 9 �' = 2 I n % ' ' _ - Entry ,n -i F!RE°_.:.C ASSE"'I NO". ES: P �II '`I _ B�� \, s ', 5i 51 -4L✓-, "1 , VIN L F A. DIRE SPEC C - ~ OVS S«,.;L c C =:R C 'NS Up - • PER _ ' C 14R 2 P -S II \ I GOICR" - 0 150 Rr UiRE"fchTS. Lo O i I $G c � v ^ SEE .'v 0100 SI-E - A - - j j P_q�' W I- PR \ , � 3 1 UP u � ' S. ZERO ._EARANCE = R.aF AGES S -ALL ■ �- J . I I 14R 01 • CON-O cr * C JSC REQUirc-.-'1E\ . S. - - -- ,^ 1 1 P -6 /•'� I SE =_ '✓ v 0'0028 5-EE' (� - _ ( C. �EAR'- S.-AL- o .-an ( - , c i '" i SEE Cry. 010028 AND 9 5+ -IEET -! - I I l_,_ , D. FIRESTOF' OPEN'\CsS ARCUN�% °EN: "R.: - .CN5 w X �.r 0 L_ co . e'-5 5/$' $ ' 3' -3 1 /$' __ 4'43 15 %I6' 0 �' - !! 1/2' B AT E.-iCI -: =LOOK PER UMC _ SEE S "E °LAN =OR ExTENT OF ,:.AL<° O - v - in ' 6 - AN DR'VEW 1"S . -- t, Covered Porch _ -� �I OtiG \ C 3° DIAMETER STEEL POS' f -- / rP - 9 . . .91 36" GUARD'«= ,_ °ER UBC 5 1 .` u) c\.1 �. S ∎. •• \ A AT STAIRS SLOPES AT 36' "7 LO - a_ ABOVE STAR \OS!NGS. () ' STORAGE ‘ 0� i' %° —� ' v` \ T P ^?ECI_IANICAL. ' k ;' a ,: , l \ SEE P P - 1 CLEARANCE ALL SIDES PER UBC ` '�- - -k P- F, C.;v '5 5 EET A -I . - - Garage I = 2 0, P LAN T 51 -1ELF O - C\I I C _ P 21 UPPER AND LOWER _ L. r / CONC {- --- - mi !NE\ CAS P Ca 14' �' .1 I P -22 SOFFIT ARE. -' 1 INTEGRAED MAKE ' UP A R , 9 ? � P-16 I i n ( ° -23 T - 'ECEI'./cp no r 1 } I n� l - 2x6 STUDS : / R- NSl LATICN M N 9' 0 e !''' ' "`- J O - , /� ? PERMIT CENTER A ' r 1 TITLE - vt. µ = �7' �, SQUARE FOOTAGE I 160 2 OVHD DOOR _ _i I i 9908622 • N-- "( � -'- -- - -- - \ ' 3 NO.. 99086 `l 2040! MAIN FLOOR 931 SF - -- I r 2-5 ! /a' 3'-5 1/4' l P UPPER FLOOR 1177 SF — " 5' -I0 V2' 1b -3' ' -10 i/2' 6 -6' r_6' ■ UNF. BASEMENT 906 SF / X — / / - - 24' -0' X 8' -0' / TOTAL 2108 SF 32 -0' ' SHEET GARAGE 478 SF DECK /PATIO 38 SF MAIN FLOOR PLAN SQUARE FOOTAGE 15 MEASURED 'uE OUTSIDE FACE OF WALLS. STAIRS ARE Scab V4'.I• -D' COUNTED ONCE IN CALGUL4T'ONS T SD GARAGES ARE OPEN A3 N INCLUDED PAC ES C N AL4NCULATIONS i Doi. lig 2Z . . , . , . . , J. • I GENERAL FRAMING NOTES I g >. t ! SEE :,.' F_R 5-€E' FOR = .L GE.'vER:... NO''E5 Std' j _ *MO.4'c'"'E"N - g * ' 2 SEE_ " - 'ILTER __s LIST ON SECT ON 5.4k- i _3. SEE CO R F_ -FOR -__ N.O-ENO-E.5 -WC , _ - R.Q'5 CO'NCER'N' 'F_ ''C-ANCAS ' °_�-e' __EC - R J 4. - R..SS :. =5 :s\ 3`_ ".: JF - 14.4-55 , P....41‘ / ,� , SHOLIN 5 =OR 3EINER:A _- ;7'O..T ' .." SEE - /. 6•00 --- • ii - TP... -55 _O :C NG 5E_ D'V O'02Yd - :: 5::EE' - , f , l I I i R - T 65 SPAN PER = _.^.CR ... °_n5 Ij - •_5s ---°c PER R = R.: NiG P_-:IN I I 5 R^� FF_^.A G Sg'-.0 Ncs :4' cc_ JNC I 6 R.�C= • "C-- =x 'OR PER E -EVATiON E I 1 .:_ER CR PER rG C'N ” R,LF - 4 , L 2x4 '/F_R-=-.- 1 li l' ' e . ROC= TA _AND .c.E. OVER—.)—\G PER R.C. P_ AN c. I D I � 2 or e. E ---DERS - 4 r 2 D .2 .. : r [ PRC /;:.E • -R "'.._R ST..D ..P - A - 0 . SPAN 4 ; -A, F N . SE_DIv.0610E5-- _ - • •!> F -a t o l tt i �__ 7 V L ---1 ( FRAMING PLAN KEYNOTES I e n ' r a = � 'se g _ Q2' oc • SE_ED 1 1 I m a �:�e. I _ I ( _ 1 e-::K =R:.~' NG .w\:. sc� - .. - -: c � v e I ! 5FF-_2- NG , t E I 1 RED - 0 __C_ =OR -/AC ;-.c \s 1 ,`. 1.' r ' c — ., '5 c' -4EE_- ...mi. ERE �. »x : J 14x ::r! F -L R-=' I SEE /. °ON" ;.,A_- ON 'C= _ _C t R.)O / _ -.. _ _• �,;sc• _ - - - = :t +-- �s� - fa. ....-.19.... �. —ter ( FF_"'NG "> "BEDS 5 R'\Cs :�^�r • i ; ROC= ,, ,, ,- -" -- •NC...:. --- .T - 'c''''E',-.ERS F-4 ! - - - - .- -I- F F_5� WO'S \:W ' O R ' OF °E •- , EXTENDS ..° .:.BONE i Z V L_ .:C s 0 • ` I _6 1 TOP' 0= BE-." '5 ....., +-' 1 50 0= ■ JO'S- TH NO -OP a _. �� w. CEN w W CC FRAM NG - - E"e =RS \ - C BE -"' `oR I .'. 0 . '* — . I ADEQI -. -E Sl.°°i 1 ' e CL — - - .� ` C SP- :.CE V.\ • i - 1 r F -13 - t J 5.5E G_.��..__ ON Q+ w 5-'ia' _ J m SEE D v 0 '002 S HEE' --- c1 i t i t l r l r i t i t i t i t r J L L7 - 1 }. \ F- 8 -- ✓ 26 Oe S.-Et� = - uG. J • J L J L JL_JL_JL J L F_OCQ O' =' E 5. E A `` u ° ! - 2x6 c- F - E ' - 0 0 � I ( RS ( S EE E_Ev_ CN5 AND SEC "ONS =0R 1� 1 ••1 �r'■'� r ' -. I I`,, . 111 * Wi 2x4 CEILl s J01 I F----- ��- _ - � E �'-� ^ - 6� i i 9 . - • — j, I N . . , a L F-' 1 SEE D!v. 06 00 SHEET -� ;' y > �C° BE I ^� � ' ( 1 FLJSi- - 80' C OF 3c- ENE\ . i 3C�C O I...4 t J O = �O'STS _ .S W - 'C° OF CIST =N.^, BE A*' w '� / 1 `o F -13 ''P 311: B - 3' BE C - O° :o 'O • J ;;_ =:'R -./.AC OVER BEAT �� AND 5.-. 5- MPS �i ►'3 >- , -- - - - , .. __Ow S I _ :.x6 O, E r c_, G - --iN . G C FRC,' ^.E < "x6 Go 0 - 4 C I y /1 - . .I l " , STRONGB +GK a' R~'NS -.\ 2:c KICKERS -. O /� JL JL JL JIL . / w y. 6 -0 oc TO 'R.o5E 'BELOW. N ` �, ��/ ( F -15 J 2X6 CEILING JOISTS • 24' OD W �= '�/1 1 _) 4 f { BS ,JOIE 4 1 3,' ' x JL '1 T:8 ' _5� 1 T ( r' I P. J L _IL__ ... i r .x l - BE RING • 4L_ , 1 J LID S l y • • O 1 F ,. DBL. ,; O o O R. / SEE: UF"ER ' •CF -- NCB PL 9 0 " v b __ 0 _ C r _ N W Q ` xIH CG t •_ i - - - CO CO i - 1 �� 11�CEiVI_U V \— CrY OF $: its. • . — tea- 5 '� a `"r-- .....413 - - 5 4 � -- l p ,t; > 1 ,, _ I SYMBOLS & LEGEND �. (2J 2xOR'1)3x , ' lr i" L r I lr 1 it l' � — I � 30LIC BLOCKING = I 1`, LEER • R LA (N� 1 ''' V ' h + / POINT :.CAD =RO ABOVE UNDER WALL ABOVE T1 P. I 't - x - I I \ .: - - -• - - POINT .- .OLD(/ CROr' c13C�/E' L.:/ i/ LOADING ll` I r I� - - ii - - - - ''''N':'1;;-\ 1 , /1 I j a N POINT LOAD TR.ANr„^rER'NG DOWN • # z r ' lr o i � -, , � hr ' i I '• J � (0 A"" I I 2 LE R • � " ._I I I ag � .p I . �9 ` � I I 1 I I II rl ry I + POINT LOAD TR.i\SFER NG DOUJN W/ LOADING J- I I = _ .: TITLE '. I I I , I 1---- II I I I HANGER f I I 1 -- I 1 II I ! J r - --- 1'• --f- 0.4,.. -r - - ..-. ?}• 4 `•�_•.- ,-.Aw a __-_ _ � 1 () POINT LOAD TRANSFERED BY KICKER B NO.: 9908622 I wa — - - . _ Q I' - ■ . HOLD DOWN WITH SIZE DESIGNATION °� 1 ' VERTICAL STRAP WITH SIZE DESIGNATION �2 ' P� TO BE JSED ON FLOOR BELOW SHEET STxx --- - - - - -- HORIZONTAL STRAP WITH SIZE DESIGNATION ;� INDICATES BEAw' C- iLCULATION '.il!'N UPPER FLOOR /LOWER ROOF FRAMING PLAN J INDEXED NUMBER A4 ,. ecals I/4' +I' -0' `- : - WALL ABOVE T:••.::l • ' ,.,ALL BELOW NOTE: UNLESS O +ERW'SE \C -ED, ENGINEEI2•NG AND -_---L-_-_,..-: Doi... ) le? CA_CULA ONS ARE NOT °RCV'DED IN n- DRAWINGS 99086.22 • • I 4 r SYMBOLS AND LEGEND I GENERAL PLAN NOTES I =- _ F? FAN - :. iC' v£'� -C ^...;Ts E "'EC..As..C.=,- G /15 C. AND ELEC7R C� -8.S'...RCCI. %LAJKOR` 50 0... ".. 6'57E', , =OR ..\ : ±F'c_4 :. -5:v. a.* SEE 5FEc - r : F_ L E EE' c CsErER. NOES V -. _ I I - K'C�€\ P.:F' ••!IN. ..NC ,, a,..•& --- EN. - 5. - - L'-O_E -.O i8E =AN 000 cR-! "! NT06 FURN (^' �: 0% a ENE - -:1E� -R a..- _ 'FOR - - . -n. - I-0 .,i.O =E ..06.5E Ex..A,a FANf.:CNNEC'.E0 5E= D y 9.-ES = A 2 4 , -.04V - *.ER - 00 CF "' . '?N.. '/TC APR^. ,r' DE 4' : ."_" S R 5 - A, ce \ - A E =Tc'�'"'I - ` _ _ _ 3 SF'- S..:.a�"�+G =_a.EvA" 0\ c� _'�i'G�J f 1 ) l TidER""JS -`05 • 50' .�SpVE F 0OR 5 ? OTOR -_a.+ A" R~ --- "�R' -: !�r'cR:.� "tit SEE r 9 r E' �. -. J� S W - „ 2C r'-^.E ':.ER''-� ExP.= .tiS:ON 'ANi( ;LA-PR 4. SEE - , (o.C.e.L "-A-ER -_-S LIST ON. SEC" O / '•_• IOv Sr - 40K= DE - EC'0R PER -.SC wEA-EE 5- E ur -.- f3A - ER` O -L0 ..= \ -E c t"E :`E: C. 3'R.'.° -,A -EA ' ` =RC. " "''\iC .. : OP ..t�D. 5 r'._E COVER 5-•w' "-^,.R __ NO Ale: 5.0 - 'Jr" PER .' °c SEC 6083 I .3 5Ec. 3034 REQ ' N'S BERN \G '"EC -..:N" - " , T - -- .e _ -_ :r "_� D. �'RC /.DE 56t.RE R EF Lme P_ 11,3N4. ANC: E_Ec'R CAS f , - 32 -0' ' I a ` ,' 1 . 1 1 i 16_ ,` -3'n' - n•- - � ' I1' IW , 8 - 2 ' ,� 8- C'_ / 6_5 2' r ,,-0 , I FLOOR PLAN KEY NOTES I , . z ° _ ! I - i t i. =.a,w ( i .:.°O_• ... _ - 5 S' "oE 'x' fs-B C -.__ i -' L' N ii A A FOISND.: - :O'. 0 5-»E -: _ NCs -PAP ° D I - 's ' 5EA2 - 75. APPS 2n....• E-RS -R SSEs =\D $ ' • 7 SE E = 5S-EE _ �� m 3,8 • -N. SC_ D :ORE :ooF _ -- SE_ C_750E m � d i� _ I - 4 ) - S. - G -- _,L'''NG D' 0'9'2'.5 5_. - ^ y 1 ( a _ 3 ' STA R .:-55 3_ NO PEP .. SEC O Z23 0 0 0 I I ( AND D. '2, ✓: a I mo' "' 0 o I 1 1 ,. - ✓ROC"' v \ 6 -8' -- --.\. _ -0. . • u -s I 5- -- I , =.:05 '9' v'N. DE° R 5ERS S' ' "-.X. _T ' -.in... - e 1 6242 I C r.- \DR '''N. 34' - O , 38' L F_ ■ \ \ _ ^� - - - -- - __-- ...............‘ li \, -� T1 -: \OSNG. - ,.c- `�F:,, 2. � - C 2' - 1 t F 1 ( NAY- CROSS SEC ON. W .0 ENS G'\ AND' r' Q - I • --\D 3c - O' . " =\D = D.; -.CE\- a'. Q 0 - E C i'E ,7,A5_ =° ' CE \D =i 5 F 5 :8' T"°= 'x' 5, --S. '2. _..L-ER,,,- s _ NG _ ..5 .-4 ' s i w F_ INTER = __ 8..;_ ; EF a S- B= SPACED r \ - rl �+ W _ESS A\ . f. ;.irE\ 3.=_..5 E Z v u_ 01 SEE D /. 2•002b F- __- _- AZ O _ i M. Bdrm. .. Bdrm #2 r -=,_, S. FE G.A.; SG T - 0., 2405 G4R°E CARE J A i. .ii \DC Jc --:\ '8 OF -. { i 5..L'!N✓c._ j' -: 2 .0 O: = co2s L C 5 - 6' 'dr 1' - 0 '.:2' 3' 5 2' 3 2 3' SE I 11'_5 ';2' 1 F. ` - . c . G. ;i!NDO1: 5 A - 7-S5 .:..\D. 5- ,.rERS E. i.). \ STA R-E-__e 2 < 12., Li 'a m I N 5 0= 'o° OF. 3C 7F 5'A e✓ C s =_= D.v 2 8802 5 -E = O A 1-4 9 S i ( P ECG °S ...,ND c..,,; PER ..BC 5EC - 'O\ 31O - al — -- \ ( - - - SEE _ ' v. 0860E 5-- =E. �) J A` 2 Il l - - , - 'G - - -RS =0R GAS, = RE: --='_ .ANC =S ?., F+�1 - I O GAR-GE - C 45: O'' OF SEAS > — E __ R` - / i - 1 w NI 5=E :..;',/ , 5 S-€ A - I [j] A � �2 I -;� ! 5D +n ( F - -r= \24 �l _ s«;o RS .4.7 ND\ 4SSORBE \- .. R A_ Q I j I I I _ _ I C_''L' ASC' _'/�: @_\ `\ ='S. h+sl I I M. Bath W.I.C a I Hall Bdrm #3 \ p _ A" FLOOR 5-=_- \G OVER Z �I e CARPE-- 24 • CARPS- 1 eAR°E C4RPE �' 3 : _ i ' r - - M O i F _5 P_ 8' ''''AX. RISER W:'- '0' - IN R,.\ .F "-ORE ~y w 5 1, ?.;" ` - 3 - ':1,.V7 tv` 3'-2''',' �1 '' ( J '• - _V c R'5EFS -\ R _ f G RE =ER J B I -`- 3 -'E' • 2 3' 2 !'2' / .. 1' - I '.15C S =GT ON '005 5-EET A_' �� �� �� NI e ( P -� + ( ■ -, Ai:iL SPACE ACCESS. iNSULA'E AND O � � J ,I F I l 8'x2 -' GR -5 , -∎ " -ER S-R P. SEE Div 01!,022 SHEET . N QII I Yp5 J % "' p\ ..% : ;. I I4R 5?- SF 22'.30' A'T G SPACE =CCESS W, D 3 -E ° - 0 - \ �P� G_C.if21NGE. NS._ 1` :;N W E.". - +Efc S =2'O `�' 1 305P� 323E > \ �i ry, SEE D'v 0'007 SAE= -L • 91 ,n TU5 5° -- -- ,, m 0 i I R c7_' FLOOR "A''ER =._ 3RE.A.0 _iN' v r E!ik - . -- . . O pen) �i '? _ t� t i I r y . I l W A �z,, a — l cl_ - F2 -'d, 4L:_ LINE SELOL; - Q B e l o w ' 2650 ' SEER" ' I , - P - 2P. °' r _ FIREPLACE f \G - cS. B SI; 'I �- l _ /1 m 1 ▪ A. DiREC ✓EN' = , 'REF''.=.GES !NS - AL- I � CO , . Bath __ � PER �_-� EG = C.:- - � \� 5 -::__ �, sl P- n i 1 4 ® vINY_ F 2 ini //' t ■ N m I CONPCR'' TO .i5C R=:. iRE" - S. LO k 3' - ;2'' X o5 S -9' 4 �' $t �, 0 2' 1' 8' -0' sq .. 5EE D v. 0'0028 5F -, a -t • �` �� � 24 I I I I, t I S. ZERO _EARANCE ' 'REP,- C CES S -A__ • C.0 \ ' �'d [+ fir? iFf l $ @ -t r - { S : 2 - c r y R' ' ,.BC R_ ' ' CONFO RAG . J,-, , o r�,._ . f. ., " '- : :, (. - G �' Sri me ON OR "' - . lO �� - 2x8 ..'..,,ALL FOR /4G \ HEART.- 5 r O �S _ 4 -�E.aR ' � � r REQ� NI / I SEE Div. 01 ©028 ANC.' ° 51-EE 4- ( 0:,, 2 . e, i D. =iRES'OP OPEN'NGS .:.RC,.ND °E\E - ON5 �► X LT X I I AT =_=�GI FLOOR {'ER a C. �� C ? . I ,, �' , F : SEE 51TE PLAN FOR Ex - EN' OF ,L.+_4G5 O C - -� AND DR' VE : S r r \ _ I 3' D: at ►E'ER S'EEL POS` O - i2 r- i { 2¢ J. I L J s r�_IS� 36" Cz4 -RD R= _ PER SSG 500 • u) C\ CO I _ L - A. A` STAIRS S-O °ES 4T 36' 0 > Office '� Laundry t @ , ASCvE 5 NOS'NGS > LCD C. I C AR P S v N" L - ROOF LINE BELOW `^' 'B' VENT "CR'1EC1-�ANIC &L • . _ _ -. 1 CD z m - P -19 CLEARANCE ALL S D} S PER ,.SG CO r _ _ �� _ SEE Div 15 SHEET .i -I - _ 1,N 4R , u • . W / D ,'� N' I -,_20 - PLANT S-iEL" CD in N i P-3 i [P - 18 . /\ 11 / I i �___ \ / \ P - 21 1 UPPER AND -CWER ,_'NE\ C- S \E'S �a ,i .D - - — - — _ '� '' Cf'_22 1 SOFFIT ARE .a Q. i 4036 40.36 _ ., �p G 23 , INTEGR4'ED MAICC JP AIR I vi - 2 4 2x6 5 L4 Wi R '9 u'_ INSAT ON ^"'N J I CITY O 1 E VvILA • t j . a1+.iFCr�P - - y I 5046 ) !' ; I ,( • A TITLE e' I { t PERMIT CENTER `l L WALL LINE 15E-OW J _I 3 N 0.: 9908622 r ROOF LINE 6ELOW 5 -0' 5' -3 I/2' 3' -0 1/2' 4' -10 1/2' 2' -9' 1 3_ -0 1/2' �,. :; T -II, �' S' -91/2' _ 7- .__ 10 I/2' �, 13' -8 I/2 / - 6_ - ,. SHEET 7 - 32_ -0' _ / UPPER FLOOR PLAN DO 2 • I) q A5 Scale V4'•I' -0' 99086.22 - . I 4 , '4 0 , V I GENERAL FRAMING NOTES I _ / 1 5EE CO /ER S•+i:'_ FOR -_�. GENERA- 'r0'ES AN& (: d R Q... 2 SEE Y". ":.'zR S 5' O\ 5E' , 14 S-€E' - ) - 4 3_ 5EE '..GIVERS-EET .OR -_ 'NOTES ANC ---;.- 1 4G...."G' \'5 RN NG "'�C++A.NoCA . - __ . -e Ne. .::._. E_EC'R CA- /1'. _, 4 '4..55 : E5!a % s`' `" -N F- "1?..,56 0 . h : / 5.-.0.A. 5 F CsENER.:._ LA O►`" 5=E v- E 2e 5•€ET •SN -' , - TQt.SS _0.::. Nes SEE = r v 0'002' - 54-EE -' I • ! • ± 1 - -R-F..} *2a: 5.:',..\ PER -_COF °_A ' I - -. - YIPE aR RC CF mR: . 'NCs PLAN I I i 5 ROC= FR.S:' 5..AC'•*!s 24' c c -HO I IQ • I 6 RC.. F - EX CR ER =-._ / ON . 1 4 I iN ER CF PER SEC J.. _ ' I ( I RAF'F_R -_ _ 2,4 /ER = •- B. RC _ AND RAKE OVER- A...Cs PER ROOF §1' . Q 4 ' a : w : _ -E:.D =_ice .: < rte x - 2 D= r.: : . a : m' , PRC.4DE -R"^ =_R S - ,.D .s' - C 4 -2 SP' =ti C� * 4 f� F .A.\D 2, - R "^•• =R ='__5 0 /ER » -C _!r.0 1 : 65! i A SEE 2/ v Eb "oe S-= _ y .•_b. � �, , :6N � R - I FRAMING PLAN KEYNOTES j n d - - - *- - .z c_"1;W -+Erb II I I I p e I ,�� I �' I �/ ( - I ? e--GK = R.. -•'� - 50= T A - 7 - 10_ -• 9 - SEE /'pp5/���S -EE' - - \ - I / y /� p I.. II .P __ W F - R-‹..71) -ON Y ..A__ ✓ N - o ✓ _c R `, P_ a z ec - .� -. -�_� ..� ��� - aOs -� - - - - r. - <� FR. ..`.,.BER5_ 5,.�!>R .°OER 1 s . ) ' s ° , c c_4 A_! NJ JE SEA~ .'T-i O J = r F��- t - 0 0 t. Eml 9. a 1,'''.='''''.1' P f ( F _ a LAPSE' - 5S - 'CF' OF 5E �✓rN .. BC- C,- OF _ m• ti, 0 t ; .C� ND Oo OF aE X ._, 5 Ur' ' BO /E Z T ----- w I ' Jc S'S I Q ..0 5. w - \C -C° ° - - A" vE W tZ _ ? f FR. .Y ,. NEBERS \ - C B.E FCR d AD EQ:.ATE SUP°O - 1 4 _ ___ " ' " o " .5-ER E. s t -� ) 5^ t 5� ON - 3 W 1 ENC J4CK5 24' oc - SEE . 'v. ✓ ✓2 2 S -_� U) — — - - - - - - -� s ( FLOOR -, :5- - 5 S G - = DUL E :=OR '. QCs A :,. ,,. ., rt ' R2X:L , � z ? ` F_g F IE � /✓\S \L SECT'CN M�1�j - .T" • - - lj - i- , D F P. F'' .R- B_O �K ,G- I J L.S� 30 - T' B=A"' E "^ 0= EVEN w' EC ' �) T , j (-p 1 ' I �F- ) F O= :. - v C ) F -12 - O� ^E-." ....,..S- TOP O. OIS AND BEAM? , W J — — — — — — Ex" NDS 2 0' 5E_Ol. 0'S'S ` `� F I y <<fi F , " /p ' \ ?O. O. BE " 5' 3E_O'y - C° a C S- - O l i - -- I ' -- - F 3 ,. .. - � 1 -'� �� - ' - I ALLOt,. =OF- -VAC OVER BE.:.("' ....`,ND Bc.:.i 5,..,r-,p5 S 0E4 � � >- �_ �" ' DOWN BELOW. JO!STS M� n 2x6. ✓✓ERFR--�":N._ C. .rte_ � (f F -14 i .•.. � r 2 4 �' ARCV'DE 2x6 CIO -I l ) S'RONGBACK °.R` NS AN 2x KICKERS 0 g ti, - - - C - O 'R..SSES BE_Ci.,. a •� J C F- 15 2x6 '.EI_! G C• 5 . :� z 1 , i --, > .,.,:::: __acv 0" t` Isuspati t ROOF VENT CALCULATION ...1O BASED ON 3 2 -1/2' HOLES PER VENT BLOCK 0 a+ w f .p97 4xl rF ROOF vcNT CA-CS BYS ON . _ SECT °ON 15053 , F . ., u.:1 TOTAL ROO. AREA 1256 -300 , 4,16 S` OF VENT AREA ;RE G. 4 ill 50 _ % A' EAVE 209 5F REQUIRED r 9 C2 v I 50 % . 36' 0 ABOVE E -a'/__ = 2.09 SF REQUIRED LC) r-7, 6 ROC= JACKS AT 50 SC-. \. EAC4•4=300 _ -- SC.' N. 2A9 5F S 1 76 C O _ YEN - S A 52 ea y./ 3952 S G '\_ =2.74 5F N. 4aa � -,.e ��.x a , 1 1 2 _ GABLE ENi. \ EN'S AT 16 _.. _ x 4 - _ X48 - SQ N.. = = 5F CV I r CO d 0 - _ CsAEs,_E E ND ''ENTS AT 4-_- x 0 = 0 SQ !N. =O SF i a) •• SEE SHEET '44' FOR CONT LOWER ROOF PLAN 0 - G. BLE END LENTS AT 0 D!A. = 0 SG. N =0 SF j C I CO NuATION. -- - -- -- i •--'- TOTAL YEN - S PROVIDED . -- - I / ul a � •a sty � c7 , — 9 _ ROOF JACKS = - 5` W ..r) I D =-. 2 � , I EvE VENTS = r 274 - -- SF ai O ,, \ : 1 GABLE END VENTS = 45 5F *ft., 9 > CO TOTAL 5F OF VENTS PROVIDED = 9,33 _ _ SF ( - - LS STUDDED _ 1 CsIRDER TRUSS ROOF SINE BELOW • AREA "1 BE %300 IF A v APCR RETAR •`INSTALLED ON THE i IJ j _r - r - I , \ u " iAR SIDE OF THE ATTIC NSJLAT'ON ',ABC '5053= Cl) Cfl o I \ "FFEC "'E'EN AREA B ASED oN A 30% R.EDJ CN E_ TC ' `1Es -- /.�� • ,• c I W Lo F E _ = tee- ti) 1 ,- � m V ` SYMBOLS &LEGEND W Q. e ri 0 POINT LOAD FRO?' ABOVE ��- w , ' t ,, •d !'r p LJ ' POINT LOAD, =RC' .ABOVE . ! LOADING CICS I t`' I;7 POINT LOAD TRANSFEk 7 .a DOWN i e� — s ABL>= : : = Russ D2 % y , // ��j / �- � 1 �A► B POINT LOAD TRANSFER!NG DOWN WI LOADING 1 j I A �,� TITLE HANGER 1:D2 waL� LINE BELOW f--- � . J v,.. .1 POINT LOAD TRANSFERED BY KICKER c 3 NO.: 9908622 . _ . �� ke PERMIT CENTER ROOF L'NE BE — � 4/k//4 — .. D02.....ilef 49' „ NOLD DOWN WITH SIZE DESIc::NAT!ON ° � �� VERTICAL STRAP WITH SIZE DESIGNATION Q TO BE uSED ON FLOOR BELOW SHEET - -- HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEA•• CALCULATION WITH UPPER ROOF FRAMING PLAN INDEXED NUMBER A6 - - - SCALE I /4'.I' -D' ; WALL ABOVE r7"-:; W- LL BELOW NOTE: UNLESS OT-ERw SE NC ENGINEERING AND CALCULATIONS ARE NOT QRCv!DED'N THEeE DR-+,�JINGS 99086.22 • • i M I 0 11 6' 4. cR2 >;D?.G - SIDE ELEVATION '2 11 3-.0R.Z- 5ID1N:s 11 `O° UlN. 34DR. 1-I :T. -(1,0;-e'o .61 =1 `-41 a1 ' ; 1 UPPER F_OOR ToP PLATE WIN. 4;D112 �G-. 1 .9I REAR ELEVATION 8:I2 12 81 6' ✓•4ORZ. SIDING Scale I/8'■I' -0' SIDE ELEVATION • 11 TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) BUILDING PAPER: (DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. 7) GWB: (DIV. 9) SHINGLES (DIV. 010003) 30* BUILDING PAPER 7/16' OSB OR EQUAL PER PLAN R -30 BLOWN -IN 1/2' RE -SAWN PLYWOOD GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) BUILDING WRAP: (DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV_ 7) GWB: (DIV. 9) FLOOR CONSTRUCTION FLOORING: (DIV. 9) SUBFLOOR: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA: WOOD SIDING (DIV. 01005) 15* BUILDING PAPER 7/16' OSB OR EQUAL 2 x 4 STUDS AT 16' OC R -13 BATT W/ INTFGRAL VAPOR BARRIER 1/2' GWB FINISH PER PLANS (DIV. 01005) 3/4' TAG (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BATT 1/2' RE -SAWN PLYWOOD HEAD: 2x4 JAMB: 2x4 SILL: 2x6 INSIDE: 2x2 OUTSIDE: 2x4,2x3 2x8 UNO TOP C= SATE e ENTRY 2 FRONT ELEVATION T55E5 FER P_AN "6-) • 19 9 Bdrm #3 Bdrm #2 .LS'OR JOISTS PER F AN FL' R ST5 PER PLAN Unfinished Basement BUILDING SECTION A-A 1 D2. "OF C. P.- 4-E UPPER FLOOR TOP OF PL.i'E WIN. I-4CA. 0 co MAIN FLOOR TOP P_4TF ' LOWER FLOOR c9 ti r (.:ITv iJ;- J +All` :La PERMIT CENTER H z a 0 a w w z u :f) OD () 0 0) U7 Cc5 0 0 m TITLE ''3 NO. 99086.22 SHEET A7 9905612 4 fr _ e .1116: . 7!•FP FLOOR Redr PER .....,0• - .'2.v i Srla" A- - I - ---- ---- • GAR-1W DOM -DR 'TM EXIEROR S - 1 GM L.A.:. CONSTR.C g . Sff FIR.IG PLAA T-OR S - -F. , --- - 4 1 I "I.° E ... OR ' - CONS-4,CM F P -04 ::,- r b S*4ff•T 3 - .. 4 =RC OrER 4 ' ROG( OVER ' - - - - - - - .----- ---- 5.1...A ' -hG - i •L -...... :-.,,,, - ." -- seE- ...._ , , .,-...m BARRER IleriERC• BEARING ak...- (DIV. 6 Gi•CE A- , %AL$ • 3' CZ • S•R LA-. -XX ; --::..,, . • -. -.:-...•7.-:: -NO CR SAR -A-. 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T.LR...) 1 I : . --=', wiv. b 514n A-D bl, 11 , 11111•01111 ! [.,.... - • .., I 1 I :i _ _ . .. -1 „ ,. _ .. .1, <,„ 0 --, - - . ..-.-- ill .; Trs•-• NE I ,, 11 . ,i To° CF F-5 - ,1 ..-.. > c 7 OT ErG '. - . • 7 ,_ .. • - I 1 , ,--- H I „j, . . b '4 •-•:-:- - : - ' ; -:- - I- ., ,_ : • , .- 4. ..R... \ L'..d= -7,7( .....=-4, _ , :7- . ' P.R. . ORA \ .I.• -TR cc ) C..7: I 141 . ,,__ -. . --' , te 24' GRAVE_ BED' . , .-,__•-. kI.t - z C_ *-1 vER RE-BAR PRO 57EM = Lu 0 C -------- SEE POUNT., DETAIL(5; ge-'• 1 • _,,,_ • a • 11 'R, : _ . (DIV. 2 St-IEE ...,-'i WALL. 5 N 5,_AS • 0, , ... (ry■. ; S.E.E -- -- I• y, • • - • 6 -- J o . .. • 0 III 21. '.- '-' - - /••••1 _ID Lu z u j cr 6' MIN. 'N (5, el 5.AR CON7 . 1..:1 I vE ,_--, ..k ‘.. (6 .4 54R ' M 0 -- a -' 0 .7 ' i 6 , , 1 1 1 ' CO' v. 3 5.-IEE- A- • SOL:D• SJESTRA7E - - - • - IN --'..-' - ••• IL - - . --,- •,, GR - CON - TOURS t - 1 I • r _i_ --°. (DM 6 5AEE7 A.; ' i^I v 3 S t Y_. 0 I I (r ,A.Er 4 - 0 - SOLID S.45FRA,"E .I‹ ' LL1 • L. ,_ w W ENMI d 3 8' '. V' 4 1 4' CONC 5_45 OVER 4 ' ROCK T (.0 1-(-1 W OvER vAF;OR BARROR X ' X• - - . L4 1 z , y, x _ _ _ : \ -. _-e-_ . •F-'_'• __ ,' _ :.'-7: y N 3 lir AM I ' C)\-4Cu.S:54N NT5 O — CI_ in 1 PER • A' 54EAR WA__S EXT. DOOR THRESHOLD DETAIL CANTILEVERED RETAINING WALL Q FOUNDATION DETAIL CRIPPLE WALL ® FOUNDATION n FOUNDATION DETAIL - PL.,/ -...:,.„,,,,,„‘ -52 --,,,,g 6 3/4"=1'-0" 1 ki 3/4-.10- 033C0-0000 3/4"=1-0" Delco-pa s :.,--_,; ____,-, 1 % , 3/4 05100-03300-04___TJi 2 3/4"=T-0" 03300-00000-32 1 ,---- u_i 0_, 7_ .i JJ 0 z '- co . _. ---- - , .._:._ J.] L,,,,, -,,, 1 crj i 'C_ - -2 ip 5EE• SLAB \ - -- - - - FJLL WIDT,- 7•FATF_D 1 SILL r2 C,1 ::: NOTE Imp FLOOR FRAMING PER =LAN : . : . . . ; 0 (1 3 2 0 54m m...S" B.E ° _ , ZE 0 X X G./V4x1' AB ...,' 2'L'3 SO NO.M Si8'ox•C"' --B 1.. L'x25(3.'6 SO. (D'v 6 5 A-I; ------. - 0 PROR - C TA__ 54 C. „LAL_. STEEL PLATE .t.iASi-,ER5 * 4 -0' I . FOOTING DOE5 N07 SLOE • "1-45 FEEL PLATE LL-.45' AER5 • 4 - 0' < - L ii L.LI ',ANGER PER 1FG TYP EXTERIOR . /JALL CONSTRUCTION i COND''CR FOOTING SPANS fa - - C.C. "DIV. 3 SHEE 4:- EXCEP g4 0 0 hf----, .— w:0—< , NO NSLL,_ATi0N BE-LLEEN 545E.,..E„.... .::: _ 0C. (DIV. 3 54-IEE 4-!. EXCEP -.O.- BLAB AND STE- 1,AL_ vEi-iiCL. SLRC•AARGE • AS NC.rEC as4 54 FER FI (Div 6 SHEET Ai. 140RIZONT 4,_L- ---.. .\.-„,,,-_- „..,,,,.,..,,,,,, AS NOTED 5+4EAR.;A__ cc 0 I :I 0 - L t SCAED1-E 7' NNi. Em53.7: - ,2 SCHEDULE -" m'N; Emi8ED. = - :_OGA 5i-E4 ;DV • H IM ! , COIMCN MEMBER - ce------- .41t Y C z '1%) 0; SLAB --,..- -....-- - TYP. ExTERICR JAL_ CONSTRuC7ION 1 TOF OF SLAB j 1 t _ I I . i 5 I • . • ::.:. ' i 7 • - PER PLAN T.; , 6 , 4E2 7 4-1) T'rP.P_OOR zka''' 'NG °ER °LAN (Div. 6 51-Er 4- . SOLO &CY NG OVER SuPPOR7S .. . , -• . , _ . : 1-• -- - BLOC:NG OR -015 • .1ALL RIM BOARD HANGER OPTION _ _ _ _ _ -7----F- T . FL OO R Fre.:1 PER PLA N l i -- , ___ . -7 : <2).454R 6 -OP le 1 . ..) -, ' ,- '- - 7 8 0 C: 2' ; ( - - 7?_ 6 „ o ,_ , , 1 _ __ i ,,,,„,,,..-„, ,-,... 2x BLOOCING (DIV. 6 SE 7 A-1; 1 i A .4 AR". 5AR • .6' oc, R1.1.. . ..t,.. ---• LOCA7E SAE- -AG OM • - I Z < '4 VER BAR • :b oc, Ful X, i --- Ex7. R 4i.D FRAME (DIV 8 G4-EE 7 4-1) I • CD CC Z a -.-- - ,--- RARING WA DOO LL • - z 0 co 1-1EIGN OF wA _ ebI i-EIGI-7 , TOP O. OO.LEL (Div 3 SI4E.E7 4-•,' • I .' -... -. I ;° I - t - DOOR T FLASI-11NG AS RECD. iti , DC%/El_ ' I (... 3 54-Er - - ' 1 it 4 (;),0 _4 I' AIR SPACE - • / a:1V. ' 51-iEET A-1) - X , .5 vER ,BAR • _ ' oc I Z I-- -4 L u LIJ 4 z• I .5 J oc • . vERT. -BAR • 8' • Rm 504 • ... 0 111 „ ir: I _. . j ,,. ,r. ..-..-. ' ' . NEWESTRAL FLA-S-ItNG • • ---21 (Div. 3 Si-Er 4-1) ; E (Dtv. 3 5I-EE ,4.-; ,, H;' , ' - ._, WI iij r _ ..,,. - IO n ,,•"" . b --1--___ I I / 4 ' r 1 :,__ ., • • 2 ;SR. . c3 ,51 _ !I •- ',.. --...- .-...• -: (/) _ -s?!' - - L t - 7 v4POR BARRIER ' 1 '71 - --.- - - 4' CONC. SLAB OvER 4' GRAVEL BE_D -- eif .4 :40R,Z BAR • '0' oc • 4 • - - 4 .1 4 4 1-10R2 BAR • 10' oc (Div. 3 5I-E,E 4 - I) I i 4 _ _ 1. covr, SOFFI vENT 1 ---- . • ' • •. . ' , IX . • , (Div 4 54-1EET A-1) 4; if . . ' . (DIv 3 SNEE A / , sLA.e. sil - I , • 4 \ 1 , , - Dir.". PROOFING <ay. 1 S4, Ai ' • •• I . • ' i, ,, , .- CLR_ Fil , ci. •-"-• I F [ t`4-•E'.3' C-LRADE 1a' RESALIN PLYWOOD * 5OFF ' , . 0 4 BAR • 12' oc L=2 -6' .1)1 .4 BAR * '2' oc L=2• , A N . : ,,.• ".-`,' ...:,.. 2/ kit; ,' - 71 %'' --- -•: : g' I it: 4 4 UV Il (Div. 3 SI-IEE A-t; TREATED MIAD SILL $ EE FOUNDATION DE ,I__ . . ___ __ a -: (D , v 3 81-Er 4-') C0 i - • CD- G ..- "".4-1 , 4 4 C ':-Iii- • '' :. TO° • FrG • - ; • ' ' Hf ..-. SEE FOUNDATION DE74,.5 ` :,-, i 'TREATED MUD &L._ (Div 6 SHEET A-1) t 'TOP OF ''''rG . . ....._ LO DAMP PROOFING : L 7 5i4T A , ---- •i - g7\ i DAIIF PROOFING ( DIV 1 54-IT A, ; ._•_,,--i___ \ l ,_ IN \ 9 [ , - \ — I AIRSPACE TYP. .. CD •-:--. - 41 -,,:- _ II _ 7 _ ., • , J PER PLAN .7 . . . _ ; . IIN \\______ i 13I-1 .. I.--..!•;.:i • ,:t, , • • f ' 4..,.. • C ' (1) *4 BAR CONT. Z 6 N.........._. • . ._ .; .4 BAR C.ON7 0 \ # .4 vER. RE-BAR FROm STEM; ' l a: L _ co(D ;: • ii A - • • WALL STUBBED INTO SLAB i -1 r C LI C• D .D 51436 . 5.47 4' ROCK ... , 1 . POST 41 IESEAM PER P_AN ___ : S 4 - TE I) 4' PEW =7" G. ORA\ jr ',..J b., CC:3--) X u - • - L CA L .--,t .-, 4' - 4' N.T.5. 8. 1 IV -,/ N 24' GRAvEL BEO. CO C'0 OvER vAPOR BARRiOR 0' N - S. 0' '0' ' (Div. 2 Si-iEE"" A-1) .......... a_ . ,., 0 (. \ FOUNDATION DETAIL CANTILEVER FRM'G AT FOUNDATION FURRING DETAIL EXT. DOOR THRESHOLD DETAIL FOUNDATION DETAIL 0-4 C) - -y- • ._ )3/4'=1'-0" tg 3/4"=1-0' 5 T,ii 3/4"=1'-0" •)ci ,, .0 3/4'=1'-0' , , ,,, ,,,J-0:.:,:6LA.7.4,.m_ 1 it 3/4"=1'-0" 0330e-00000 -35 0■0111 Q) , D ':- .'< ... . FR,:\MING P44',_LE_I_TQ STEM 4_=,,, • - 1- 9 .1.11 (i) I... i co , _ Tr.. EXTERIOR WALL CONEIDRJC-0.4. . — I TYP. FLOOR FRAMNG FER °_AN (DIv. 6 SI-Er 4-1; I TYP. FLOOR FRAMING PER PLAN (Div. 6 54-1EET 4 -:w."AI-1 -... PER P! AN (Div. 5 S4-Er A- I. .4 1•116:C : _.: • ( D in 2x - 4 L JON • s %.... r CD - . . . • S I , I Tr' - , RIM BOAFC ..._.- - I - • - " " --..- -... TYP EXTROR 4:ALL CONSTRUcTioN -- ' - Cb . - ....„,... r(P. FLOOR FRAMING PER PLAN. PER °LAN (DIV 6 SWEET A-9 --..... I . -.. TYF EXTERIOR u.1 'ALL CONSTRUCTION w , (DIV. 6 54-IEET . . . : PER PLAN (Div 6 51-EET A-1) • 1 Q. ' • 4' CONC. SLAB OVER C GRAVEL I3ED (DIV. 3 . . . .. . - • - - 4- .: : , , ; ; . .,,, .... .. - 1. . • SWEET A-1) b•PAIll• lift.- TREATED MUD 6 _ _-_-_ - - -._ -_ -_-_, - , t BLOCKING OYER BEAM --- -----ti i .• T TED MUD SIL REAL _03 , 11 - .al I "ii...••••„„ges - - TREATED MID SILL (DIV 6 5l Er A-I) - . I • ., .., ._:. „ ... ..., SEE Palo ANN DETALre; ,' '.; -- :;.,;v . iLi , 7 , d o . . BEAM FER PLAN I j j .. . ,_ . • • FR4MING PDERFENICLILAR TO_STEM WALL , . " . ' _______ - , i , 1-, / , _ _, __ .--, .,....y - -1-4 I -_ . ' 4 vARIE51 P4 .... , . 1 •:: : - •• . '' • • i 74 J. 4 . ..- .-. . . ' , Imis■ --ADD BARS 7 0 MATCH REINFORCING -- PER PLANS .-'r, 1 I SCAB TOGETwER w. NAILER EA SIDE - _____-..- __________ , ' ' -- . . . . .. - 4 ! ...- , SEE FOUNDATION DETAILS A..-- - -.- - n ExTERIOR WALL CONSIIIi,crION. 1 PER PL 4N (DV. b 51 Arli , Yr) NO : -- ;I■',, .- 1 AT SEAM SPLICES USE 2x4 SCAB E '4.7-1. SIDE N ;31'. b f t , ' , . 1 i LOCATE SwEATwING JOINT . POST AND BEAM PER f _ , , A COMMON MEMBER . . . 1 • • POST PER PLAN 0 , ,... .. - NERvESTRAL ,- , , „ . , • • SOLD BLOCKING . RIM JO'ST • ExT WALL , .4_ J IL ,I, 1 .. ,.i , , ,..,.... . . 11 ..._--,.-_,,,_._ 7 - - - ......-. - .4 SEE FOJNDATION DETAILS . . . POINT LOAD BEARING PER PLAN . j C , . • I , ON? FOOTING PER +=Lai --- L--- - r'L ---"-- _1 --.- —ri- — — ' I. - . i 1 ' . , ;. - - • , - :-- MA' FOOTING PER PLAN ' -i- , - - - - 1 i 4 SHEET .. (2) CONT. .4 BAR .. 1 TREATED II.0 SILL < .. ___ -- .,, " • I , i , i ,, , ._.. . LINE OF EXCAvATION -'',. _ , • 435 A I • _. SEE FaINDATION DETAIL(5) RMSET TO FOOTING FOR POSITIVE D D 2 VW I I 6:1° . .... - v CCNeECI.ge. PER JURISDICTIONAL - ..,-,- -''' - L'..' --__L__A_ _ TTP. FLOOR FRAMING PER PLAN. . QEQUIREMENTS (DIV. b SWEET A-1) tSTEPPED FOUNDATION DETAIL A POST/FOOTING CONNECTION SLAB o STEM WALL FRAMING/FOUNDATION CONNECTION FRAMING/FOUNDATION 3 DETAIL _ . 03o • 3o-oonoci-2 1 w 3/4 6. - =1-Cr (moo •o:33orl -0 Ti l 3/4'=1'-O' neloo-o3aao•-03 8 3/4"=t-0" ,.;.61 .. 3 ± ( ) T '.).-no-f.);,:lpi:'-;, L1 "-- • 4 I , e e $ 4 .4 tlaM. - ax$41Ek F N. 3...■ DECK. E_E'L ••• ••.8 .)0•' CR 159 - - ISAFIF:L. - Exec 8' Aeons BATT ;PAL. OR - ----• BARE. WIMP b' AIWA 64 *. Olk AreCiE PN:18. Go ,• -1.7•• ASCRE EL OM MILL 1' deetvf.. ft_..K NIL ---___ _ - , ,—_ , „ -- ----- aTTP. ROOF C.4066N6C — 2 , .116 MAGA. ROOF CONSTIRX 06 7.... . .. . , , I_ ,. ; , 2' PIPI 0...R. FOR verNG , . , I di . \--,, ---' q __________ 2 E-EYAT :•2 • 5 7, * OC f..14,...R D GT_ 1B NOT '''C Ex I CTF-"D 4 ,.. . ,/,, e 19184. QLR , OR ritirl$6 I . 7 , ,4 4 , • All'OC. 4 Z _ ___ WIVE FACE O .A..... I ... i SOL.,D 8.....TCX.N...:7 OvER 56JP.FOR-5 • 41$0 014, Sxf_AR LA...- SC4EO.,.E. c$3,. 0 11 -3 it 5,4 x 4 '''•:. •:..m. "JR 7. n< G Tx fi...CXXING W.- 3/ 2 it • A _ 2, ...„.. 3: i* I .: ,_., / .-- ('`, HOLES Or. SC/F-EN el. I 40LES Jr. SOFT:N.- 41 1 . _ 4, g 111 7 1 T . 2 RICX/16 OF :1' _AG 50L."T'S 4. e• ' oc - -_--, T-. 7.... FLOOR •,.... PER ."_..AIN 1_1 A, ,, ISU E-ErAnCe, I if i _...; ,;.,„ . ISEE Ok r--- NEIN la V''i .4.--- ‘• '' iii=1.41 ' ellabs d) ii ) . . -- 4 i , , - EXPOSED - 86S TA'A. -•,- -- EXPOED TR-65 -AL - -... ,..k. 4X BEAM • 5 M - C: 1.7..; - CE y ( . 142mBER c'CBS • - 50 9 iii G.,. 0., _.€' .',.-.0.3- , 1 EXPED, i 4 N ...ENG - N. soue.e. .....7 2,44 EA 5 D.5', 1 i•- ty 24• !Ax 8•-er *tr.._ OvEf3.11., =.SC A PE EvATIC R _E6 7 _____OvER11: ___ , A,SOA PER E:_..EvATiclIt sl i b - 1 i 1 , .—. 2x (2* GFEATER D.-DJ'''. 1 7. 6 A EIR • CAC. SP...V. i r.,,AN 407`S-S :.0 -- .. Mi.. EXTEROR4:LAL.1_ CONSTRLCY1ON, I ; _) 1 . ., RINI:5,4 7 ,....A.Nr*CAPE CORA.DE FLASHING ,D1v. 'I 54EE Al) --.....1 ...- (T"'P EKTER 04 u.A__ CO6TR.,:-..-70.1. 11 0 ii. 0 ibi I I 1 l'e C= P ER ; - i ----1.--, 1_---. V Z. Al (T- ■ ___ ‘-' ' FIN_ Sue &RADE : i BE_OL, F/No5:4 .4-NDSCAP'ING 7 llis i, A i I Z 4 1 , 1 ON LE 4 1D E -4. DB- OR GRDER - RJ55 (FER P....AN) D02_ 1 1 q ._ 0 , z . - - - ---= 0.1, TYP. DECK CROSS SECTION C OVER WALL DETAIL (EAVE AVE DETAIL . . • I%) 3/1r=r-0 ok-, ,',,-- .,,---. ,_.; P 0 13/4*=1-0' cJfilDe-r3-00-15 I 3/4 i.;" ;'e -7 -- ...1% I i I I I . I I - --- I BAF - E.XTEND.. 6' - ;SG VF 51 Nt5...... OR C . ABC.:v.E. E... O.1.N NS._ - T 1 Z.A Ne, PER PLAN / WI • 4E' aC. A' TYP1Cix_ ROC. O4STRZ TY.:C.1-4_ FLOOR C... g. / Cr!. (TY . ROOF CcNoTR...C ) orw MIN.. C. ._ . . i.s. T R.... ;:_1 I 1 1 I I I OUTSIDE FACE OF LALL • f / / _!LEY I 0J E LA.. I 2' MN. S..R FOR 4ENTELATIO4 : I / 12 LNC ON '5HEAR -4_ SC- 2X BLOING ii/TA . , , . POLES .i.r. SOWEN ___,, U 11 , i % . 1 / / -, BLOCKNG L •-•- - .,.., 2* . . eh, 41111111611461_11114t lib, • SLOcKNG t --•-„, //7 • - 1P ..., / - . .. Isms.J1 12 - len ELL z > _ 4 :/-) •_, L.! 1-- 9 C5 435 1 • , EXPOSED RAF ..,..7._ < : Z l2 17?'. 1= 1?-- Li. - - — BF_Am PER PLAN , - • 7 . , .. .• I - RAF 5 PER PLAN I g . - - . . .. , -- 1 >- _ • : ";_:,___ .- c- - $ ...mal. • 1...... i :- TYP. GUTTER ; , - • k . CR Cn. H - ' (-.7- SI•.moil 1 ; 0 --•- i ' t '- Cr) 0 I . , OVERHANG 4 CVER..NG • • . • • - " 'f F:ER F.,_ AN I '7FASCA PER E....Ey:CIO. --- FciR ,L,4,,., ---f 0N . .4.5C:4 7,R E_E,,,,e,-, I - --, ,--- Lu .,- •-- ,-- c_ I EX ___ , .. ---_. rrp DCER1OR ..,ALL CONSTRIZ-ION ---x- 1 -...-- ( , ERIOR '...4,.._ C.ONS7R.C.-,70N) -•- C:1_ 2x BOXING . ' 7 -: ___L--) < Cl) • > -1. ..--,i____ 44 T16-"--<") W @SECTION a BEAM EAVE DETAIL EAVE DETAIL il D ._,.,,_ CD 6 3/4"=r-Cr OtTigU-411300-06. L. 3/4w=T-0' 06100-073M-02 LJ 1_,1 . z c, CI '-i-j-)1.-I. cliZI9-Z 0‘i ...I 0 E 0 a - TYPICAL ROOF CONSTRX E3d._ - ExTEND 6' ABOvE F.-4:-- 4 L'1 () 0 NSUL. OR V ABOVE BLXIN IN.5A.... a 0 CC 1 ‹ 0 6 PO / 5<.„,,,..-. PER PLAN. RVDE FLASP iNG AS REC: OMMENDE D BY mr- 6 ' - -..--- RIM PER ELEvATION / - (77`P. ROOF CCNSTRICTON) 2' MIN. CLR. FOR vENTING Z 0 0 ----: . < -) .4 Cn , 1 / i • 48' 0.C. AT :O 1_14._ , ....: '-- 'E S i • :,1 ..,p'. A , . --• - BAW...,E BOARD FER ELE .• OLTSIDE FACE OF AA Z / ., '--- - ' • '2X4 BACKER FOR BARGE -N4 Ti4R.; SKIP Z , UNO ON S■4EAR ,...ALL SC:-EDL.LE :12 20coZ (..7 -.. 7- r -- ..- - - , \ - 2x BLOCK% -,..;;-- {3) 2• s < ,000c2 • ..-- S -- HEATHING UJIT H 6ci • Cr.. TYP HOLES -• SCREEN / :12:-/\, ''''' . . .... . . 12 I .4( --....„ i - 1 2xt, CURB Tv. ix4 06 • 4' Qa li;:r•-; 2X2 BETii.EEN . . ,, • • Li.1 > Lu 2- - - Ei E -....... ,-..., a. - ....... --.. ... _ ' 4-- '`,..., 4 ,..._ _ ' ..,_ _ _._ 74 ,- 0 . i _... , l/ \ _-_,( 2)14 • ROOF AND FRAMING MEMBERS -Y7P. . . , . OVERHANG 71 Lli PER PLAN 4 I ,. . -•-: ; • . . ' . •___ . : -- ----. EXPOSED MSS T.4;: •-• (TmP GUTTER' F4SC:A PER ELEVAT:ON lEm.11 14 4 Li) C4 DO Co 1 -3 \ &Le • .r..:ELING . I - - : PER ra.: \ ROOF FRAMNG PER PLAN - : 7 .... TYP. EXTERIOR ,UALL CONStRuCTION --II■ i • (T`r EXTER:OR ..JA SONFIRJC7C1i; No i j CO . ._.... 0--) , x ____-_,)_. c;I r!i: T .:, L ',. i.,', ‘ Ck5 f I ',‘;',•..'"..1 0 ■0, .4.,,i$ c u.._ 1 SKYLIGHT FLARE WELL DETAIL ‘1 ,GABLE END DETAIL EAVE DETAIL o-4 Sr? -. ® 3/4=1'-O Oi , 081004.37300-12 3 3/4"=t-IY .. .. .. . .33..iloo,I173004)-8 'Ilt 4..., .L Co I. ....„. __ () (\J . ----iln.17 ;,- .'7„ -7-7;;,:-..:.; c % ›- , TypC,4L ROOF CONSTRucT:ox, 7 : " imIl "IZIC . . . . I - .,... - _ ' ' - WALL ST,,L)5 SEYG i TYPICAL ROOF CONSTRUL: i i...... . - 2_ IIIIMIIIIPIPI ' DBL J5T, BLOCK AS NEEDED 1 / Cluil) CI) I I. ,' • - SEE PLAN - - Rim PER ELEvAyroNg , 2' MIN. CLR. FOR NT lift .... I ' -...- 'N . - 11 4 . • . • SEE PLAN FOR T•rp RISE $ RUN DIMENSIONS 3/4' PLYWOOD RISER • 61=6 . (1 I r. - - BARGE . ryP. SEE ELEVATION , HI • • 48 0.C. AT OUTSIDE / PACE OF UAL/ UNO ON SI4EAR J..A.J.. SCHEDULE cx ca.. . r , 2X BLOCK:NG u: (3) 2' $ ii 1 ye' . TREAc wri EASEL NoSING 1 2X4 BACKER FOR BARGE - NAL Ti4Rt, 514EATHING WITH 16a • 0.C. TYP. ' '(- , $40LES LLATI-1 SCREEN 7__NI,_ , ' • 12 ' C ' ! I —__ . 3 - 2x STRINGERS - YP L;N.O. CENTER STRINGER c .L — 2x4 ouTRIGGE N . 4' 0 c. WIN '`E':;::1\7::i7) - 1214 QC. . WITH 2 - 2x4 STRONG BACK TYP. 7 1 2x2 F3ETUEEN FOR TRill ' ' , -;r , 7 r ? ' MII ( A V. CI; , ...::' 1LI;cNII ; - ,/ . NAIL WALL STRINGERS ud (2) le.c1 TO WALL SW ' , , . //' Pn :1__ / ./..' OVERHANG 1, 2X BLOCKING TYP „ . . TI 'x' Glue. AS REQU'RED , PER .LAN 'I : -, $ ' • ----- EXPOSED RAFTER -AIL ' • ,.. , , NOTES BELOU ' _. • . • 7, mis-.:. • , 4-- - /'' N.N. ' KICKER P ._ A l N-.. BLOCK% AT CEILING LINE 2x4 LEDGER • INT. CEILING LINE . _ . . , , OVER-4NG 1 PERMIT CENTEP - SHEET , II Z -- . -.I (T'TP EXTERIOR WALL C.ONSTRUC -- TION) ..- _ • -;.. FER xl AN ----- \ FA...5G 1 4 " Z rE E ELEVATION TYP. EXTEROR WALL C-CNI5t.c. TR l< - 1. HEADROOm MN. b• -8' , WON MIN 3'-0' PER 4. INSTALL PRE BLOCKING • STRINGERS TOP . ; . . UBC 1008.15 I BOTTOM • ADJACENT WALL(9) PER UDC 2. TREADS I' m1N. OEpTH, RISERS a' MAX 1.4Eic SEC. los; : . • BALLOON FRAME GABLE END WALL _1_4 _ E. D2 3. H M ANDRAIL MN. 34' TO MAX. 38' ABOvE TREAD S. COvER uSAeLE SPACE AD 5 II) NOSI%. HANDRAIL I 72' MIN TO 2' MAx C,ROS5 5/S' TYPE 'x' Gil/13, USE 2 LAYERS • SECTION o■MENSON I I 72 MIN CLEAR FRC CEILNG AREA - PER UBC I0033.3S : ,x7, WALL RETURN RA:. ENDS PER JFK: SFr:MSS 6. INTERMED'ATE BALUSTERS SHALL BE SPACED , V) 4 ' 4 NET OPENING PER UBC sEC um O in STAIR SECTION DETAIL GABLE END DETAIL EAVE DETAIL , i 3/4-.T-0" 06200-0 3/4"=T-0' :,:), 3/4=1-0* n eA / *a • i i is . a 0 4 TOP o,,,-E 4. J �(a --- - ..A'E %ALAS !. . -. Tom_ ,a x4 a 4,-.. + 5. En _ 5c.�E PER ..� sc. F - - - - .�+ra .a._ :of• sr- -~ K:�_ E:.:. ►tG ale - ' _c 1 I .. b� = - -NG as* ' ,.�? -E di - - - _. i- L • , ! + +- Falter ._ ec. z.LE 110 p'� :->< nAa ►G 1 � p -�+ FLOOR ".;a11.1 C s)e J , �' - t -f PER SGE.,.t E ms, NAB lG I I i Top ° PER SE.Y�.1. '110hE.�tf p - 'O"" �? ^ k4':.t�G �4 •_u I .. f I � _ - •-0. p A'r ►.At !!s ! _ I �`s� PER 5 -€ a.+.'._- 50-11E/ALE W . f y • •�B CR .1_ SD87U�E ' - - - M - M9 d 6' of PL`�D 'O R"' Jar n i W 3 � . 7 � - I 1 UI eiLOCKCr l - � �� - - 90 JOB. pAi€ E'JGc Oh CO► P1 " "9ER Q ► I L__ (� JO�t PATE_ E a GOft10. •?E"�cR / PANE EDGE u _Ys P.TO cCtrO N I I c -- 7 ► ` 1 P E w:sc. xTO Co.;.a. I R SG«cDLiE C I -_- • . • C_.' 1 h E I. - rE?�ER °� SC.fDctE U -Oc °_:'E \. _s*IG ( ; Z ,� I PER 5.__AR_:._ SCE Q TJI BLOCChCs -- TT!. DOOR ..e....... ;G•aS C 3c — P:�L_ E A' BC"O" S SILL PLAT < O • Y V ALL SHEATaNG PER 5C-,ED-LE A I EDGE ti:_vG PER SGc Q [I F 1 I T! F OOfc CO�LS'R�C'IOti T1 p T, FLOOR CUiS R C' J . J -I W 1 11111 I' - ANC,40R 90_- t$2 SO.E. ,..LE cn --_-__i•-,___,-...,-.' n I � TYP ' � I J! FLOOR CCr6'RltC7fON TYP, 4.1.64.,_ ,ON6Trac !Ori sf -h T Q w U t WALL "aE : *iG S ..E 11 u- U it j ZW 2.4 P4tNtc: EDGE 3,000.6 — - SEE ARf.:: DE'A:_S FOR Z Q t ` s -__ �, FONDA - C. CCh: 05 Q F - Q • Q t , Z Z W Q SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR Z -- PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS TO FLOOR JOISTS © FOUNDATION • 3/4'=f-0" z. 7 s _ c.: 11 3/4 = f-0' - ,f Ti - i� 3/4 =f-0' _ �,�, �; _ 3 /4 = f 1 i jl 1I ON -0F °_A i j f- - CaNST�c" aT- 1 i � I l L 5HEAT• -I ' Q •ED.._- TOP PL: \:. _ 5 Pc w -_ I PER 5-EAR,-A,..._ G__ 5CJ EDUCE -- - I ? . FLOOR C TS'2 .- E NA _ G iN _T - T` Pt .A _ WAL. �OPIS?R :� 'J i W : +, NA:...: FLOOR 5-E: - I T PER S �ARr A. _ SCHEDULE _� i - ' -'S G �+ BO °_.; - E N :;SING • j ...AI :. S -E.ST: IN6 PER SC•�ED.:LE ; I . ■ . I b r, • b' cc. EDGES 3C`O ....:::7E NA.KCs 60?TOM ° A c NAILING I i PER S- EAR..& 5CI•►D LE a • 2' oz FIELD PER 5- EAR...^iL SG:ECULE ' ' PER 5!+z= Fdu t�L SCHEDULE ^, ""O =LCOR COHEIR::" Oti B_O'JC :-L :ES ��t 10 c \ - L • b' cc. °_YI.G. O R^' CST PA EDGE 4 FIELD NAiLIN's • o i I F h IOd 6'oc C OR''J.15 r1 3C"'J' \a!_'vC- 1 NAI1N STRAP PER °LAN - BEND .C-7R A ` i PER ° 1EDu_E r ' r I PER S EA ?.A__ S:rIEDI.L= 1- • ---a - R ! ;5T WEB 5 tirE \ it I J OIN A*L=_ • '. a C. "Ch "E `BER r - U �' PANEL E N _' \ cc - t-' ! _ - _ O,N =.:�\=_ =DGE a C.O ON - =DER Icy c - w • II,. - , , A 'I" \ ,+ - TJI FLOOR J015T5 P ER PLAN _ _ S II P A :ON °4^€_ EDGE cN C' !�3EFC . a , .`IEMSER °ER 5Ci$D.LE_ ° - Q h- I > ANE- J NAIL NG T O C T F"I^✓� A P \.,.-'VG \ G �CI"�Pv f T 1 > - • w _ �_ ! U - - jd* -- - - 11 E '$ER t FIELD NAiLTYs PER SCi!c E N � . I —� � ^P. EX-EROR uALL CONS'8�C " I"E"^PEF �i SC Dt E Q ,Ow p i — j _ W.Tu JJs',L_ 5+-EAT h s PER SU- i / ° 4NE_ =7GE A" 30"J Or S __ P_�'_. ' _ W w -- TJI B_ODC'JG ALCM JI FLOOR JC' ST WTI-. ,;.ALL _ N .. F- _ c �Gc AIL NG PER SGHED L=. f"F i TvP TJI FLOOR C 115'!3: 'ION J L_ z TJ JEB STIFFENER EA SIDE CA ANCHOR BC..." PER SCHEDULE Ll 5 - CA° �T2 ? ,aN -BEN.: C'R 1 � . _ . - _ rT--- i -_--- - Q til O RI"' „CIS' WEB STI FF ENER I ^ JGTION T ION CONG ^ } _.FOR CCNS'R i � 'SEE ARC- Dt ACS. ='OR O F- � _ : f Ot.NDA i ,INS -, „9 U CC —�� T`A'P. WALL CONSTRU„ - 'ON W' :. ' 1 B FINE_ EDGE R SCHEDULE ' T W —.I—'_} WAL_ 51~EATI.!NG PER SCHEDULE ■ - : U TOP PLATE NAILING 7 PER SS EARL L . SCHED. LE I 0.0 ' ' Z L(3 CL ----.--I ; -rn WAL_ ONS ?BUOY ON v� • O LL O LLI WALL SFEAT:4ING PER 5C -€DULE r Q Il cn IW WLL J SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PARALLEL W A 6 ✓ �u (1) w .@ STRAP TRANSFER ® JOIST PARALLEL TO FLOOR JOISTS PARALLEL TO FLOOR JOISTS TO FLOOR JOISTS © FOUNDATION • ; ° - .. _ 7810- 06 1 10 3/4' =1' -0' 178 Ti. .1! v 3/4' =1' -0' 1 _ 2 � : H CD ��s:K� rP i;,, -:,�_ . z �t 3/4"=T-Cr 17;310-0 3[ tl 1-1-, z • - D_z; :3 20 - < TYP. FLOOR CONSTR,.0 ON . � p 0 0 O I L e `Q z - ter- TYP. UAL. CONSTRUCTION ,r -_ - TOP PLATE \ ,._;Nv ] C1 n SG:E E .� ff + NAIL FLUOR SHEATHING ?Hi5 ARE: WALL Sr1EA ?RING PEE SCHEDULE s? PER SHEARWAL_ ^: Z L >- F WITH 0 d • 6' oc EDGES AND TYP. ?Ji FL CN ST�'T,ON a 10 d • 12' o.G "FIELD - BLOCK ALA - -- - - cc ci_ a EDGES W - - T� P EXTERIOR 4.-4_ CCNSTRUG "CN O F- 8 'I�- 10 d • 6' oc PL�"WOOD NAIL FLOOR SHEATHING TO BLOCK �_. TI-115 ARE _' • W1Tu WAL: 3NEAT -.N.: - PER SLUED....= f 1 S U - _Z c/) 10 a b' cc EDGES BOTTOM PLATE NAILING: 11""��11 W } z U • imo�12'CG.FIE_ F- - - Bo-c7 PLATE NAILING PER SHEAR SCHEDULE . _ - BOTTOr+ °L..'E NAILING < ~ Q Z O Q . I , , I 9LOGK ALL EDCS PEQ SSE :RI .;.L SGNED.LC C� Q 1 PER 5.+tG LL SG«ED:LE 10 a NAIL • o 6' or. PLY:LC. TO RT' JOIST I • O cf) Z 0 �' • PANEL EDGE 4 FIELD NAILING + --_ II ;,� 6 U u 0 Z _ c _ PER SG;+ED tl l I JOIN PANE_ EDGE ON CG?""ON `BER Z Z Q J U I j -.410- -1 TJI BLOCKING �il �1 PANEL EDGE \A,L:NCs INTO SO > Q' J JOIN PANEL EDGE ON COMMON MEMBER I' MEMBER R SCHEDULE V) .L W_ Z 1- m I" BLOCK A.L EDGES { - II PANE;_ EDGE NAILING INTO COMMON Vim.• O > w -C2 s � , - MEMBER I FIELD NAILING. PER SCI-EDLL.c. r/ 1 S 1 PANE_ EDGE t FIELD NAILING ht - -� I! CRIPPLE wAL_ IDIV b1 a I PER SC-4ED,.._ 't � r ~ TOP PLATE NAILING f �� i®d NAIL • 6' act PL` Wp TO TJI BLOCKING { � 54-C '"i- CRIPPLE WALL O PER SHEARWAL: SCHEDULE I SA E AS SHEARIJALL ABOVE CO • - TOP °LATE NA!LNIG O PER SCHEDULE - �-- - <9 P 1 r - WALL :ONSTR.C' ON WIT:. j PER SHEARd�ALL SCHEDULE r 4 1 WALL SHEATHING PER SCHEDULE I� PANEL EDGE A" 80''OM OF Si- PLA t. 1 EDGE NAILING PER SCHEDULE 1 co • ,3 I __....1 -- - TYE WALL CONSTRUCTION W I I WALL SI- EATHING PER SCHEDULE SEE ARC.. DETALS FOR I� - FOUNDATION CONDITIONS N - 113 { SHEAR WALL PERPENDICULAR - o 0 TO FLOOR JOIST - OFFSET CONDITION CANTILEVERED FLOOR JOIST SHEAR WALL @ CRIPPLE WALL P4 (J - 3/4' =1' -0' 1!6 Q-•C31OO-- O9__.1:A 7 3/4' =1' -0' 176 - `16 u -;,_.. j11 3/4"=T-0" , , _ ‘< L d" NAIL FLOOR SHEATHING -HIS AREA 0 � co WITH 10 d o 6' o, EDGES AND ,-- DOUBLE STUDS AT HOLDOIL -I - 10 d • '2' oc FIELD - BLOCK ALL ( CONDITION 1' EDGES WIT.; '0 c e b' 0., PLYWOOD i 0 N N 31 TO BLOCKING. -- - T1 P. utAL.L CONSTRUCTION WITH w m d ` • WALL SHEATHING PER SCHEDULE --r CRIPPLE Wk.- DIN. b) r .. q) EIOT'OM PLAT=_ NAIL f Ks i - SHEATHING �► T .. TJI FLOOR CONSTRUUCTION SHEATHING PER SCHEDULE 6 I I PER 5HEARLALL SCHEDULE PANEL EDGE 4 FIELD r� ° NAILING PER SCHEDULE -- - - SIMPSON HOL DOUAN PER .LAN PANEL EDGE t FIELD NA f r •il , _RS Pt PER SCHEDULE , AND 5HEARJALL SCHEDULE - ( L . R I'Vt " i� .T' I �. ;J VJ f lA C 04 IX IF TJI FLOOR JOISTS PER PLAN II - 1 - - TJ! BLOCKING a ALL PANE:. EDGES , ANCHOR BCLT PER 4< _ _ Y I � � I SFEARWALL SCHEDULE F RMI i ^F - -- ' -- P S CHEDULE PANEL EDGE t FIELD NAILING: SIMPSON HOLDOWN STRAP PER PLAN I� LATER ram AND SHEAR WAL SCHE DULE - -- 1 Y w B NO F �� Ma I ' �i 1 ti-, I - SEE ARCH DETAILS FOR -- (2) ea BAR CON? (DIV. 3) TOP '''LATE NAILING ; I, FOUNDATION CONDITIONS -- --► i PER SHEaRWALL SCHEDULE - 4 SEE PLAN - - Z --. - TYR WALL CONSTRUCTION WITH ANCHOR BOLT PER SHEARU 1_L SHEET I 1 r) 1 WALL SHEATHING °ER SCHEDULE SCHEDULE - ,-- - DUCE ( _- E4 S 1 i SHEAR WALL PARALLEL SHEAR WALL 12 )TO 1 FLOOR JOIST- OFFSET CONDITION ()SHEAR WALL HOLDOWN 4 ` CRIPPLE WALL - INTERIOR 76(C.- ,A,,:,:. -IQ TJI 3/4' =1' -0' 1 ® 'z ' • ,, ' e I I • --q- -[- ' i ' i • I Jt . - (2. STIC6 AT EAG.- S' RAP a, c .,o // T1LSE '�F o AN to 9-21R c..ili � ` ( / 1 {CTH _ .-Ni PER I ".." --� ' STR� Q Ak _ AN, %E4Rr�r.�V'1 E 1 $►E/Y�.4� 3 'OCHE OCi - a cs = v51LdNG r ' G O I 1 i 7 }1 i - O S PER $.E R_i._ SCiE tE Q - � i OQEIE SAD - *iA I_ 6 !c.a.- - STRAP t'ER W W F �- i p — r , at - o �.. o» P.AN 1 5 4 R *A.*A.:. u, . _ F j ' i IRAS OR s�AR�_ ...I L e�.a. 4 ,.- $' ;, w c .pp P_A-E E W . ! ' _ U <' '41BER5Li _$� R?' 90AR ".. 3? BO--1 PLATE NA _ NG ` .R 1 i . a� * - SEAR-A-- �_ SC. ttE ► I PER C I l 31..411 . Jo+� F� a car es. O ,:•_,/ - �1 PANS EDGE ..:._?NG NTO CO""A Z 1[ _ -J 6 ��) SM 00516 STRAP - +► PAS EDGE I > F t ° _ rT . r'R OR -A__ W.,15TRJC' ON k:TILli NA _ VC, °ER SC1 E:XLE I ( Q T U I j • 1 1 t V —� P TY u•t: '.OM5rRACT:ON afl-. - 0 1 IA__ 5' - -rte SC- I TYR % -_OoR ays*e. -- ON W ra BLo:x NO-=_r � - R„5$ r.GNS _ .J. , .v -----...0-.: 1 , i t O rr .+:5 ' ° OR .- :: SE E E - O° °_ z -AC Z o Z - SEA. PER °_AN - R.% BO' - O• ' C.CR^ °ER 5.-EAR 3C.EDi+LE. Z W 0 • 13 �HOLDOWN STRAP AT CRAWL SPACE ,OFFSET DRAG STRUT INTERIOR SHEAR WALL TO ROOF ,HOEDOWN STRAP FLOORS _ • 3/4'=T-Cr _ - :...� - 9 , 3/4' =1 -0' ‘alt. t „ x_w -::.3 3/4' =1-0' T -rn co-o 1 171O- )O 2 C __T<:: . / ROOF sc' I ' I I BAFFE_ - EX'EN: 6' ABO,F_ BA 'N.SL,..- DR ad 4 4' cs. 7, ABOVE 5_0..N T�,x` ti. j - + _ _ T"P Ch ROOF C' F Cch n. i + - 7 Roc. S+ CON ✓, PER SG -EDGE. 1- 1 -�! T"F i.4`_ 0\5 �Z. J. . "- i t hir_______IF:1 2x4 Ws A� ! iUAi - $FE,= RING °ER SCHF -D:LE ^' / "s` TIN. C_�• AROUND ;; 46' c A- - I . 7,16' )F • /I TR..aS PER PLAN J. j NA._ RO t - 2x BLOO ON SI -EAR ,..A.,..- S C+-zD. -LE STRAP PER PLAN .., oR Ea.a._ f Wirt. 5 FER u.i ao • • $t�ARL.A__ SC: -EDP= C C'NG - :"- : 2' ' F ill DOUBLE $ u:. TZ 5$ OR 3' cc • . 1 C �:as$ Ur. 5::;; E BE: R _Zn / I lodA _ ` I- if , YvaTrJrr ;_, ,;. I _ W o Q ,Lii . — °ANEL E C E TO P °_: z. EC GE \, _ �a ( T > F _ T 1 / \ °ER SG -CD ii W J e W & _ BC " O” PATE NA L,NG f \ -. __ -. P' j I _ U _ !r FER $i- EARUALi SG?`r.... ..E I SHEAR . TOP PLATE . - I r i T" s _R F- r \ ii.\ ! lwl 2x4 4 5 QCK!NCs -` ( ,._ _ILL F- c rY SHEARLUA:_ BELOW PER ■ FASC;�+ °ER ELEVATiO'� I Eli W j N.::_ STRAP 5; • EC SC+ED.u_E = - OVERHANG ( Q Q W ^L O 511 IPSO^1 C;516 5'RAP \ 1 L m U C o_ ° T`'° EXTEROOR ...A__ SONFRJC ON 11 C: ^ _ ` '-u E7 PE L N _. ONTO) W T� ...AL_ SHEA -- Ka PER .-.0 -ECULE z W ' C 0 1 B_ CK AND FILLER a_x� WA__ OR SEA.. AN; NAL 1 n LL z m a I WIT..ao COMMON + 4'cc. I DOJ5.E JOIST OR BE - : > URIz PER PLAN W I U W : :j : (r W Q Cn HOLDOWN STRAP AT FLO DRAG STRUT CONNECTION INTERIOR SHEAR WALL TO ROOF SHEAR WALL © EAVE E.° < � 14r ORS A 3/4 =1' -0 Esc ?(r =e_ -_jai 3 /4 " =1' -0" ;n;Jr J vf3VV ?:J 7610-07300-02 3/ =1' -0' rev- :r�str� �4 � w can � � 3 /4 =1-0 w w C) . � r-` n o z �•z J Z _ — Q (2)'b Q 8 d NAIL +4' oc. + EA. r',."12GGER C4 wUzQ = TYPICAL ROOF CONSTRLC Ch 0 0 - - ' NAIL ROOF SHEATHING PER SC ECULE- / O F- 0 0 I I NI a 48' oz. a' < - a i 1 j O TS.DE ACE OF Jam_ p Z 0 0 LI j U U _ - --- ---- -_... - i 1x BAfd'r t Ix3 R_ ''r I \\ F C z ' 1 1x4 ARGE R FOR BARGE. NAIL (nW J U 1x4 SACK SK SHEA* +iNG WITH '6c4 \ . F7 Q `- � � � (j) a C • 6' c.c.. • BLOCKING G Q 12 BLOCK NG PER ARC.. JE'A . 5 O Z I - - 4 ° I ER$ • D 44' O.c. WITH - - p 0 0 ^,_✓ERA ;NG 1 1-- Q U w a y' 2X � EL E ✓. I ON > j PER p " GABLE END TRUSS. CONTINUE SHEATHING =�� „,.,,,,,SE.: W w z W zwco ABOvE SHEAR WALL TO UNDERSIDE OF O . W • U? ROOF SEA NINCs NAIL TO GAB_ END C 1 TRUSS PER SCHEDULE . - JOIN PANEL EDGE ON COY ON "EMBER PANEL EDGE NAILING INTO COMMON OvER., -NG ( CO 4e 4 i I1EMBER PER 5c4touLE. I PER Pi AN Lo . I j ::: D OZ." /lei WL E4DE 6 -- •' C'ON i WITH WALL SHEATHING PER SCHEDULE 1 " 4 O N CI r �� ^ w 0 3/4"=T-0' SHEAR WALL ® TRUSS GABLE END SHEAR WALL ® EAVE �: C.) = ?; 10- Cl,:911r. Ri 3/ =1 -0 - i7V0- 073 - .•�+r - N _ I... > Lf) SHEATHING AND NAILING (2) 16d a.) / PER SHEARWALL SCHEDULE . 8 d NAIL • b' oc. TO TOP CHORD - - I BLOCK NG � TrnICAL RCOF CONS'RUC' L 0) 1 Ib d • b' OL. 1X6 BLOCKING I T I ^ ` Q. 2X4 OUTRIGGERS • 4' O.G. WITH C Q ROOF SHEATHING AND NAILING r c BARGE '7P. SEE ELEvATION \ � SEE HI + 48' os 7 ---- I 5- / PER °LAN AND SHEAra„4�L \ E LEV. SCHEDULE 1X4 BACKER FOR BARGE -NAIL TAR; ,, L$30 + 24' o c . 1/16' MB ium4 td • O.C. TTP 8 d + b' oa +BLOCKING r . BLOCKING F ER A RCH DE T AILS t C JOIST HANGER • 'BUSS �\ � � \ 1 i 435 CLIP ERH ANG N. , OV I PER SHEARWALL SCHEDULE PER P'�AN 1 j - - � " BLOCKING AT CEILING LINE irk "` g N0. 2k4 LEDGER ( + viLA !2116 d EACH STUD I T - -- - - 1 (1)* d EACH+ BLOCK TYPICAL ROOF CGNSTRUC, ION OVER AJG / ' PER PLAN PERMIT CEr1TER ' ! • -+ S HEET illielj [...II S 2 ....: ____,..,..._.. _ I+ T Y P EX' ER OR WA LL CCNS * R U C: T ON -� TYP. EX OR yALL rONS TRuG''ON WITH WALL SHEATHING PER SCHEDULE BALLOON FRAME GABLE END WALL I. _- UPPER WALL CA P TO LOWER ROOF CONNECTION SHEAR WALL ® BALLOON GA BLE END AA WALL 0 EAVE --- 12 3/4' =1' -0 — " ! o..C,: 00 -31. :' Jd 8 3/4 " =1 -0' 1 :7 :3Of;. -19 3/4' =1' -0' lr`,1: ;..0730c,, TO • r y ii , I ,. �O SYMBOLS LEGEND SH EAR NOTES SHEARWALL SCHEDULE D t * *ITT 1..0142 ?, A ON£ Z Q :i7G i j fL cv � r - .. 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DECK CROSS SECTION FOUNDATION DETAIL FOUNDATI N �' ~ ° LL O DETAIL FOUNDATION DETAIL 3/4' =T-0' o 7 _ w w I 3/4 %1-0' D -;9 _ ' 3/4 -0' : , - ; • 3/4'=?� 3/4'=1 -0 �z U 0 �_ 1.1.1 t _ - F-- O c- I- w zQo 5 E' y .>'x;b'SQ O T STEE x10' a$ IL 5 X2 X • - 0. FOO ING DOES NC- S CE N THIS 5TE£_ ASE J 5 ERS • s - O - ' FOOTMG DC S NCT SL(GE "r ' +i5 / STEED PLATE WASHERS • 4 - 0' T / ' a_ z - O O NOTE: 518'oxl B U U U CONDI. ON,.00T'NG SPAN C.C. (C V- 3 SHEET A EXCEPT CONDIT1O, = 00 -1 3PAN5 O.G. v 3 &WE_ - : EXCEPT r/� •-) ` U p �«'i ;;,_AR SJRC..4R ,_ , _ 2 i - IORIZONTALLY. AS NCTED ON S+cAf�' r AS V ^?ED ON S�£aR,a�_ V1 F ~ `� 5/8'0x10 •°3. t'X. X3 6' SQ - 5/8'0x:0' A$. W 'X.'X3,Ib' 5Q. 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J ! 4i •d BAR CON'. - (b i '4 BAR CONY. - 1 ? �r (8i •4 BAR ,ON'. ��- -- (b) •4 BAR CONT. z_ t Ltj z N c IDIV. 3 SHEET 4 -U z inl (D'Y. 3 SHE'' + -') ,, I (DIV- _SHE_ A -t; ; (Dlv. 3 SHEET 4 - 1; �I. 1 (D!V. 3 SHEET A -!) ). - ___ _ - SC_ SUBSTR: TE I \ SOLID SI+BS'RATE 50L'D SUBSTFA =_ SOL C SUBS "RATE I 5CL'J S.BS •e: a �9 n c Y) I - SEE JE -� 9,P8PJ FOR -- ^ ' o I C t' IQi _ Im' _ - -mac__ 2 4 _ FOOT NG DRAiN .CJNSTRIiC CN i \ 3' 8' 10 1 -0' - -, B' 3 -8' (FDOIDVT Z °vHE� A C - be tom -- 3 . � ` -57 OVER ✓A BARR!OR ROCK \ 0, B' f 10' FOG N F Q A FCR • �r i (n CO \'S (DIY L SHE'? A -ii c cT �✓ * r._ RA'\ CONS R.CTtON 9 Cs co • RETAINING WALL DETAIL RETAINING WALL DETAIL FOUNDATION DETAIL FOUNDATION DETAIL FOUNDATION DETAIL V u • 3/4' =i-0' 4 3/4•=f-0' 3 /4'=?-0' �:t:: or . n; 3/4'=? -O' , 3/4'=f -O' {.�z .� n _ 5 /8'exi0' A$. W/ 2'X2'X3/16' SQ. 'TOTE: ' = 5 /8'0x10' A$. W/ 2'X2'X3.6' SQ. �' NOS: 5/8 A$- W/ 2'X2'X3 %b' SA- STEEL PLATE WASHERS • 4' -0' r �I m FOOTMG DOES NOT SLIDE IN Twg / STEEL PLATE WASHERS • 4 -0' FOO'MG DOES NCT SLIDE N . H.5 / - _STEEL PLATE WASHER., • 4 -0' L,. COND _ ON, FOOTING SP• O.G- (DIV 3 SHEET 4 -'; FxCEPT / OC. (DIV. 3 SHEET A -I) EXCEPT r ;� : Q- �� `K "� 5/8'1x10' AB. Wi 2'X2'X3/!b' SQ. HORiZONTALL` ► i A5 NOTED ON SHEARwA._ ► , I A5 NOTED ON SHE4RWALL CN �FCO.ItiG SPEWS O AS NOTED ON SHEARW4 L Z STEEL °LATE WASHERS • 4 0' SCHEDULE T' MM. EMBED I SCHEDULE -1' MIN. EMBED. 5Cw1EDULE „ MIN EMBED. .tl F OC (DIV. 3 SHEET A -1) EXCEPT FMIBH GRtu� -- TOP OF SLAB__. TOP OF SLAB vc� - Si1RGa' : , - 1 \ A5 NOTED GN S+IEARtia_� - t L SCHEDULE " `IN, EMBED I =fit„ '` (2) 4 BAR OP - 2) ..4R OP I :,,: ^� _ .,. (2) •4 BAR +TOP � - • • ' i •4 Ti s T OP OF S AB v - \� (2 •4 B4,2 • -Op - >> �} r }hit liilf� ' �1 i Ii11i }._. _., ,'II °'' •4 vER BAR •ib' C4. X; -�T ' " -11f 1 X - - 1 . . . \ I (DIV. 3 SHEET A -) A' X N F_ -) •� v£RT BAR • 9' OG, FULL �[ - •4 VERT BAR • 10' oc• FULL r N •4 vERT. BAR • 12' i ?' CLEAR z • FRIGHT of WALE 3 t OG, RILL - 7 jIP OF j_BAR (D v. 3 SHEET 4 -I) TOP OF HAR • DIVV 3 SHEET A -'1) z •' DIV 3 SHE' A -i) 4-, A . - a T TOP OF = BAR �I •4 '/ERT J BAR GR60 • 8' oc 5 VERY. J BAR GR b0 • 5' oc 5 VERY J BAR CaRbO • 5' pG ' �i •4 4ERT. J BAR • 6' or. E x __ i p lD v�3 SHE'' a T T ' i - (DIY 3 SHEET A - 1) ST 'N -- (DIv. 3 SHEET A - 1) z' ' ''' N (DIv. 3 SHEE A - I) -�' - NOTE: S C G. MU - A ~ J -� DAM: °RCOf MG (D' V. SH A) ,- N PLACE "R OR TO FUG o • _ - CLEAR BAGIC� ._ OF wax - 2' CLEAR J _ 'CLEAR B NO. : 0 (� 4 HOR BAR • !0' x B •4 HORZ BAR • 8' oc I • •4 NORZ. BAR • 8' x 0! 0 2 •4 (DIv. 3 6HEE 4 -1) ill HORZ BAR + :0' oc n d (DIV. 3 SHEET 4 -1) N (DIV 3 SHEET A -I) _ (DIV. 3 SHEET Ali -- - - I\ • • I' -R 1 • _ TIGHTLINE LL'k `FTOP OF n , PMI . , -� , )I,_ _ PERMIT CENTER DI+MP �TlOOcNCs ( D z jw i DAI"P PF�yJF NG , DIV 1 SHT 41) I DAMP PRO I i fY T SH1 AI) I (Div SHT A'i - j 1 ao (_) 41 • •4 aORZ. 3'-0' BAR • 10' oc Q r 'k �= - •4 HORZ. BAR 4 -0' • 9' oc TOP OF (DIv- 3 SHEET A -) �� °D??���._ • III! . ,U =� G ; _, ��.I ,.•,�,. - .� 1� _. (DIV. 3 SHEET A -i) c..� 70P CT'G - (DIv. 3 SHE R4 -' 0 ' 1 0' oc �I 19 -►- SEE DETAP 9/P8.0 FOR ' - 1 ter:• I a�-i. _ 1 T' �; ..- - «.- FOOTING DRA'N CONSTRUE , 6 �... - - �7F«� -L t -Ti • i • � / [DIv. , ` I I • -.' , T • A f .. _ - ' �� (1)'4 BAR CONT. a i •" '" _ e SHEET ,' �` ` (4) •d BAR EON / J I C \j (8) •4 BAR L ONt +i • (DIY. 3 SHEE A -U ° ' - ( •4 BAR GAIT. (DIV. 3 &NEE A U Ml'- t (DIY. 3 SHEET 4 ) ;;, - ` t I , �I -- � (3) A? tOE T SOLID SUBSTRATE SOLID SUBSTRATE € �` SOLID SUBSTRATE (DIY. 3 SHEET 4 - v -- 80LID SUBSTRATE - _ 4 -- SEE DE?4i4 9/P8O FOR T �__ -__ _ - • -_. -- 4' CGNG SLAB OVER 4' ROCK w - y -_. _ __ J - iz&o FOR I 1'_ 10' g' 10' b 10 4 8' FOO ING ORA'N CONSTRUCT ION 3' -4' 10' 1' -10' OVER VAPOR BARROR I,_ �, BEE DETAIL 9 r - - 4 t - f 1 > - � / 4 8' 0' (FOOT S !N CONSTIQT}CTION \-„ \-„ \' S \ (DIv. 2 SHEET 4 -) N- \ -s FOUNDATION DETAIL FOUNDATION DETAIL FOUNDATION DETAIL FOUNDATION DETAIL I - 3/4'=1 -O' ,, o ;;, 3/4'='1' -Or 0,1,3 c-i2 • 3 /4'='f -O' 4 1 ; ,s 3/4'=1' -Or 1.- , 1 a 4 'II