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HomeMy WebLinkAboutPermit D02-120 - FOSTERVIEW ESTATES - LOT 24 1 ..... , - 1 ( _ ------,w....................., ....,.. - . , 1111111 ( CD I ; 1111111111%1 C4 . J ( „. , -, 1......k Pimmi C) . ,- —I 1) '`% ti) F Ommk • I W -c INNI1 ......1 t ill CA C D , i ,-. , NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN - - ...., . . ., r : f • ,=: f t- r ::• . g:-.... I L i -44. -.... ,.1- .-.- ,;,,, .....,.. , ,-,,, - ..... ....., ;',- .-1 ...-.--, ' -- „,.---: -..----.) - ,-..- THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT , . , . ,_, * ,t,-. .. ._:. .4 fij .rj , .. :/....., t- - - - , ' ..._ t .-- -...: -- , , 0... ---,:- - -- -- - 1 • • _ . _ _ _ - . il • . 1 . • __d' *. . . ...." -, r _� ._ : - T- ./ , -- - - - -- - . _'.s., r . ♦ 4 ,, Cit of l kl Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 . Z Permit Center Authorized Signature: fin- Date: lv- z/ —D 2 ' Z � 2 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and 6 = ordinances governing this work will be complied with, whether specified herein or not. 0 O N 0 The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws 0 w regulating con',ructio •r the •erformance work. I am authorized to sign and obtain this development permit. N LL '� _ w 0 Signature: _ t� ���• Date: `z� � +`'L 2 = ice IL g Q D Print Name: = a: w This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is z 1- suspended or abandoned for a period of 180 days from the last inspection. I-- 0 w w U 0 ` ;o — 0 w w I w o Z 0 1- .. `. z . . • r A L ... ' `^'_. `L fLI PO' D02 -120 Printed: 06 -21 -2002 t r , — T - • \ t i lti.k. w ` N, w. I� r 1 • ( ,� � C ity of 1 kl Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , PERMIT CONDITIONS z Parcel No.: 2612000240 Permit Number: D02 -120 w give authority to violate . or cancel the provisions of this code shall be valid. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 1 13: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State • . Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 14: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 15: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). • r+. °y 16: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). I ;` "c. '`x` `''' 17: ** *PUBLIC WORKS DEPARTMENT * ** .,,,,,,,,,,, II 1 8: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 m hours in advance. #.� 19: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. u p' } t) 20: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or ti11. zs,, more and will be unworked for t greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. * +'4°' . 'ic,' Covered material must be , stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and , doc: Conditions D02 -120 Printed: 06 -21 -2002 �, 4 1 1 fir.. -- �-- _� _ - ' . t_ . ' _, r . •\ 0 ho : City of 1 ukwlla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 following storms. 21: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and Q prior to the Final Inspection. \. : . Z 22: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be re 2 a maximum of 15 %. Turning radii D shall be a minimum of 5'. C.) 23: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. N C 24: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. w I 25: Clean and remove debris from City catch basin in and around hauling routes. Provide adequate temporary access as not to co LL interfere with other vehicle movement w 0 or cause trucks to travel over curbs. All vehicles must make a complete stop prior to entering public right -of -way. 2 26: Any material spilled onto any street shall be cleaned up immediately. g a 27: Contractor shall follow all the recommendations of MAY 12, 2000 FOSTERVIEW ESTATES SUMMARY REPORT PREPARED BY u. TERRA & ASSOC. WITH ANY SUBSEQUENT REPORTS AND = d ALL THE CONDITIONS OF FOSTERVIEW ESTATES PLAT L99 -0018; REFER TO SHEET 4 OF 4 WHICH IS ATTACHED AND MADE I-- _ PART OF THIS PERMIT. Z I.— Z1- THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN Lli ill ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL M p RECCOMENDATIONS. .0 w 0 1 -- W W: • I- U I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances L I 0 governing this work will be complied with, whether specified herein or not. LLj Z V= The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws . I--; regulating con ruction or the performanc- of work. Z Alia) la i till& • Signature: __��� ` ! Date: • allk Print Name: ti 1 I . ,L, ( ■ ; r�''�t' r 7 tk . yki doc: Conditions D02 -120 Printed: 06 -21 -2002 ,;.,,<.t, i■ `�„_.. .«- - „n�D• ++r+w eWWnYd�I7t�tWUmrenv. iw.. y ...he+ewrr.«ne :.l+etxrnr ,.0 .......... ...<...,.. ,, ,, .. .... .a.. ::.... ,'S4_ ____ 4 , - - - -- .,-- - • s 011A•w CITY OF TUf "'VILA .- 4 R STAFF USE ONLY 4 - ; , yl ) 9 Permit Center Project Number: la 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 Nast° J ... s ii ft (206) 431 -3670 Permit Number: 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: : j 7Z- _view �JT..ir : !_or zi Site Address: _, State /Zip: Tax Parcel Number: /7 3g, a So "r7,- Z6/7. co - oe..¢o Property Owner: Phone: PUTA2DI,V Ddlitileno.vr Co, 4zs e 334 5o /g Street Address: City State /Zip: Fax #: F /Fo}C - -,05 61/E MM MOS 9 fzo(. 4is" 334 ✓` 4l Contractor: Phone: DVSALpt^/ PtvtLervi6•wr Go. / 014 - Street Address: City State /Zip: Fax #: M0 V E /f13ov, Architect: , 491.4: Au," i 71 AS. 4 2S` 64/ 6320 Street Address. City State /Zip: Fax #: /43/i 0 . /how sr 452 /.,/A 78o 47 64/ $3/6 Phone: n r ( TA l3 14S,$O t:. 426 771- 62/ 2 Street Address: City State /Zip: Fax #: /gsov 74 7-7# AWE W 6/It1i D EDnw os Am 9�o 4 4z 77.S" • D236, i Contact Person: Phone: I— w , tG L /4 7Lr p. .S, 4/00 4 a Street Address: City State /Zip: Fax #: W U /Owe- /�/3oI�E- U o U c Description of work to be done: J w I Type of work: 0 New Single- Family Residence ❑ Addition - Single- Family Residence u, O ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* 5 El Remodel/Addition to Accessory Structure El Garage(s) u_ j ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof H W Is this site served by: # Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Z H Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) Z O sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck 2 LLI D D Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) 0 U sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck 0 F— WW Floor Area Ratio: (total floor area of all structures divided by the area of the lot) _ *For an Accessory dwelling, provide the following: — Z Lot area Floor area of principal dwelling Floor area of accessory dwelling W U * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. P I I APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) J Z ❑ Channelization /Striping Curb cut /Access /Sidewalk ❑ Fire Loop /Hydran� (main to vault) #: Size(s): ❑ Flood Control Zone Hauling - Land Altering: 0 Cut L F. cubic yds. 0 Fill_ 63 cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage ❑ Street Use CI 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 applicant. figure the a licant. This fi will be re- � en viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- ., ;,- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon $ , written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. ,' Date application accepted: Date application expires: Application taken by (initials) I } ,:' ,,, 6 PLEASE SIGN BACK OF APPLICATION FORM I iisk a SFPERMIT.DOC 2/13/97 'lbw . - 1 . ALL SINGLE- FAMILY RESIDENT! EFMIT APPLICATIONS MUST BE • MITTED WITH THE FOLLOWING: ➢ DRAfI PR W. • BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQOI et E ' - ' DING 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 ❑ El Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. •,. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. , ❑ 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: . • ❑ El Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). • 2. Proposed access road. . 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long; driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. z 6. Public Works review requires the following on site plan: driveway location.(10' min., 20' max. width), _ show proposed and existing power, water and sewer lines, existing storm drainage system, w downspouts and foundation drains, and where drains tie -in. cc j 7. Parking plan. -1 v 8. Lowest building elevation (if in Flood Control Zone). , N o 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. -J I- 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the w 0 shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). N 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the ga high water mark. rn 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form = 0 H -9). ? H El El Foundation plan and details z 0 El El Floor plan w w El El Roof plan v o El ❑ Building elevations (all views) o i_ El ❑ Building height w w El ❑ Building cross - section 0 ❑ El Structural framing plans and details necessary to completely describe construction w z ❑ El Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available H H at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. 0 z ❑ El Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). El El Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. El El 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 ~° Contractor Registration ".„ ` `r; }ii:�LY 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 , ' t obtain the permit will be required as part of this submittal. , , } �',' : . .h', : i. " .� . ,.;„ ,,,, I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF � :;; t , . PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT._ :; BUILDING OWNER OR AUTHORIZED AGENT: 5 7... Si nature: Date: Print name: Phone: 1 Fax It: 410wiiii1. Address: City /State /Zip: ,:-.Y.:„; SFI'ERA41T.DOC 2/I3/97 " r:1 - 'Aesbl .e .rr!'.ww•.n..YEY ._.. •vC'wrnrt'Ya�yiar. ,;. .ay ^... '. . '. ,� %�4 , 11% k YAY.•? x* 4N.. aftr. eww! Lmnr +nenWaYeVe•- arnM.n•.r... ._............. ... .. .._ ..... . .._... _ , - �.33+cidg. 4 0MA44 . '44%, 164114% 4091 A , � « City of Tukwila : 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i , Q • RECEIPT , i- Parcel No.: 2612000240 Permit Number: D02-120 U o . Address: 13701 43 PL S TUKW Status: APPROVED 0n W' ' Suite No: Applied Date: 05/06/2002 ill _ Applicant: FOSTERVIEW ESTATES - LOT 24 Issue Date: Cl) u_ Description Account Code Current Pmts BUILDING - RES 000/322.100 1,413.75 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 -40.04 PLAN CHECK - UTILITY 000/345.830 20.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,520.21 • P ! i�f ij doc: Receipt Printed: 06 -20 -2002 .' _r. ..!. , ...u.....1..... ' ............ .. .1. :✓'.f.r+.wn- ..u+r.+.n.n,... ....1 .......•,,... ..� .. �._ •....•............ e,. y1 . reu:, r... ....w....1,....,....mwnn..!'.T� RknPU!•iYMFU1NWlLM'1'�'Jn'V7i+ - -al r - - .T ':.., j . t . - M f TERRA ASSOCIATES Inc. Consultants in Geotechnical Engineering, Geology and • Environmental Earth Sciences . Z RECEDED \ ■ TUKWI W CITY C ZO02 October 10, 2002 v OCR 2 2 Project No. T- 1515 -2 v O I c PERMIT CENTER . 1 W = H Mr. Gary Bumstead N u_ 1 Dujardin Development Company w O P.O. Box 1059 2 � Z w ' As requested, we provided intermittent earthwork observation and testing services during grading and v = construction of foundations for Lot 24 of Fosterview Estates in Tukwila. The purpose of our work was to verify z ~ that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter, and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following: • • Foundation subgrades { • Garage floor subgrades . • Final surface stabilization Based on our field observations arid test results, it is our opinion that earthwork and foundation construction on 1 tr E Lot 24 has been performed in general accordance with project specifications and recommendations provided in :,'' x'`'ja} the referenced letter. Foundation subgrades observed by our firm will provide satisfactory support for footings �"' using a bearing capacity of 2,000 (4� '' ' g bearing p y o ,000 pounds per square foot (psf). We have enclosed a copy of our footing ., excavation examination report describing the foundation subgrade conditions noted during our site visits. At the 1 {W?l e egM time of our final site visit to the lot, the landscaping had been installed and the hydroseed for lawn areas had been i ° ^,.,, placed. ,r te D02IaO : ,::.rA .rn' !.. 4 : 4 ' ' '4V 12525 Willows Road, Suite 101, Kirkland, Washington 98034 ,; r , ■ Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra @terra- associates.com "` �"" ''., ;:::.; ...v..•,.a.. . .... . ....__. ... . ., ..n.. .._...... :r..,,,,— .. +w...t r , nrd� .,.Wr 3L .tI • ( • •\ • . — / - r -1 — .. -- - „ 4" --- • _ , . ..s, , .�� w `� ASSOCIATES, x. ;....'. 1, TERRA • ; � Inc. 'a»a .r_. .,..i Geotechnical Consultants . 6z- �_.., „...,,.; 12525 Willows Road, Suite 101, Kirkland, Washington 98034 . Phone (425) 821 -7777 • Fax (425) 821 -4334 ,::;;,, tif,,; . ::< i4.:.,... a: a. d:. K.:.,.. a. Mr. . f..r. mx•n. • > `. r, 1. t} MG61Krt' A• y, '+V'M4. - . -..,.....-.-. ..... « .................�...... f b. � �� , r Z \. ,H Z CL i. J U U O INSPECTION RECG ) w w S Retain a copy with permit ME INSPECTION N0. PERMIT NO t N LL 1 CITY OF TUKWILA BUILDING DIVISION w { 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 i Projec �-` t Type of Inspection: u. Q p5 ✓V%'w Z� 1 r 1 ►ncl W d : I Address Date Called: I W \ - 7 0 1 L13 PI s 1O -1 Li o). Z� I Special Instructions: Date Wanted: O - I L! -&,2, IP W Q ~ I Requester: I j Phone No: y O N MI W Approved per applicable codes. 0 Corrections required prior to approval. H - u.. O COMMENTS: Z U p W rcw t rc� G ) ra ve,c>� • V, e`ck i' - P V vY,; A c 0 f-C 0\L F t 1,,01. 1 i Li i i N't ` 4, . ft J ' e . `, I , Inspector. • Date: : ; 4 -c ri Id - 0 2 ' %,. k jet El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be . , J paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. jl ' Receipt No.. Date: r `" t ` .ta + ,• : jx , ^f : +. .... _ . . • Z =Z re 2 6 ,F- w U O : INSPECTION RECOR ' N w Retain a copy with permit 00 Z"^ INSPECTION NO. PERMIT NO. N w w O CITY OF TUKWILA BUILDING DIVISION 2 r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g P r : Type of Inspection: pLo u_ ‘ cy -4liC4 J W Address: Date Called: f' 1370 41 (5• Lob z.. ? Special Instructions: Date Wanted: a.m. -�� 1 1 — L/ p w �+ Requester: `} 3 w1, Ct (Aet 0 u) Phone No: 0 1— WW Approved per applicable codes. 0 Corrections required prior to approval. I O OMMENTS: . ) / to O 1- 60% 1,0/ ((Vol, tftgaolf 50 IL j` 1-` g el o — V1l�r l Alm^ I iu`ta I Inspector: Date: ` `'' &L le r o /c,>.*■- . q z5 Ej $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: ' �''.. . 4- ,.., •••••••••••••_ _ _. -- - .--"--- , — , ..\ Z , 1 \... , j– Z w CC 2 6 D - -J 0 • 00 (0 ° U) III t-i...7.2 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , 1 „ II 4,7;„.1 Receipt No Date: = •,= ,-,;,,,,,,„ ,,•,,,,,:;.., _ , , ,_, , „, ,,,,,,,,,.._,„, , , ,,,. , . _ , > ., .- .k ,,,,h . A ' .1.. ,..AAitth '1"OgiVa.,'11...:,? 4 , V,'A.M.,,, .9. iC,.. 0,;‘, ■ --•-•••■.1! , _.--- - - r - - - _ - . - - • a, ;` Z \A W . _ fi ' ■ -VI F .- - _ -- _r • -- . ~..,r ■ t ■ Z \ , 1 ,I... w IM J o ;`: ... INSPECTION RECOrc w ° UJ Retain a copy with permit � ° ° � O ' 1 \ ■ J ^. 4. ' i p7,1 , t 4 � Il�t� L " . ector: Date• , ' r' 0 ; $47.00 REINSP CTION FEE REQUIRED Prior to inspection, fee must be . ,, ., . paid at b300 So thcenter Blvd., Suite 1 0. Call to schedule reinspection. A, ' .. Receipt No Date: M K , y ' : A ) ,,,.+.S:b . .,�?. .. . _ r.. . .. . „ _. Jf.i�,:''' '' '' Z`„�...,.. .. .. _ .r __ -v.� ,. ...... ..... .. ,., ` .. . Li: C „.4.,,,.,,,,,,,,, , r)cUl.:d S X1,6 a.iro• • :.r.'!..v {: .:. Zi4 4a 1. . , , -J ..r. , .i h ' , _ . _ \.4' : ____ . -.....all , ...". ,— - _ . Z < „ • \_, LIJ CL , , , r j , .., .,.. A,.. ..::,, —.. ,,,bsi,„ ,.:„,‘ _ ,. ..• 0.„. . , ...- " ,,,, ‘. •■ '" .1.6' 0 , ..-h- ,, 7 . '''.'■'`:":"`" .1 "''''' '''' '' ''`' , • l ." , . -- — P --..J1 .„ .— ' ..--- — I ( ft . . ., . .• . ; .. • . .',. -•::,.:::.,,,..„, il:. .„1-1„ , • ..., ,;,, • ...„..„..: ..;: ,. -• 1 J 4-.3,,...t , ,-.4, .., t..„,,,,;„ ..,..„,,.,....., ; • r Inspector n iitill . , _ -..',. •' . ' ' I Date: . 1 ''' s - 02 ton'M , ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be v d .- ---i k ' 4 • - , 1---4 paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. on. ; - : Receipt No.: 'Date: 7.1"VerlrTiPe [ 7.1”," : 71i 1: ,:.7.;.,..-....,..,.:. '''''''''''':;.t':.!,, ' .'';'':::" ).ifc ' .=:-''- . 14 , '.:.. , : - .. , t : ...‘ . 4i4 i ''' , 4,e' r :ty-e.. , ' , ,..', , 4.' , s,,, 2 .:r,..‘")...,..,•^...r. is i . 4. a , ' - ..,s. f ., ,:. .. „ , ,,,,',, ...,-,,, ,,, 41xii, vii; e , ;..-7,,,•:.i;N,-,.4 : , - r - r . N 4./ -' e■ - ''''. I ... • ■ Z ' ' I \... • ) I••• Z no 11.1 ■ �� r •'\ 1 ..F• Z \, , Z 1 - lZ C aa JU , A ., .. ' INSPECTION RECO w i i; Retain a copy with permit ; ; „ rn f INSPECTION NO. ! , PERMIT NO. I W 0 II L: _ " CITY OF TUKWILA BUILDING DIVISION . f / i 2 (x 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 g Q ;; : Project: , Type Inspection: ; N d Address: Date called: Z = k" 01 1- 13 l S I 4 1= o E` . � � .�• -:" - , Special instructions: Date wanted: - -� a.m. ' Z I- . i; W l Requester: , U a Phone: r \ii OF- : 1 3. ,:; W W , H 0 7:' ; . Approved per appl codes. n Corrections required prior to approval. tL ~O COMMENTS:. U i . i ' C - . , 1-- 1 Z. .. ,_ P� ,a a. prou it , 0 r -- 4- IreA . S r 0 l r p 1 ., ! ..L... rc- $P r 1 or I '1 PrA Y t-AJ c{ I. ■ 1 ( 1 I . t-trA ^ 5 �-f;11 ov - c4a nci f tic � Vii, Inspector Date: ?`'� f 06 -- 1 L-1 _p.7 ,. , ` $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid F . ' Y i p at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 ?. x.,v; i Receipt No: Date: ,p„ " nn �,, r; 3 RYYR ,.• . v J Z ° .- 1`,C. .: .. , fr i-k ..2. ' :.' -R: «,. 1a• ., lt.,4wSe.. " ✓4•. -5, =•. - • a -4.. .%L ., .. .'. '1 +•k , j . .A , , .. ) i, i ' . Y _ : ti } v LL4i5 42S r *� •,'+�,. ,tsa" bai &a �, Y 1 Y. r,a to r �.. n e1..Y \;',", 4,, . i I N, 4.. f ... . L *.\ . I ... ) ■ Z \ n ii••• Z LIJ ce 2 6 D -J 0 . . 14 U) 0 INSPECTION RECOV p.„.7 ,i,;) , ...i 1._ , , Retain a copy with permit to u. INSPECTION NO. , A PERMIT NO. ,: uj 0 1 • . . 1 . CITY OF TUKWILA BUILbING DIVISION ) 41 4 ro, ...- • , i 2 g . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 , ., u.. < Pmject: i__Oi _ Type Inspection: - c i f :0 57E22 ///e7-0 &4 .•09f AWL. 477 ' . f-0 Add . , : Date led: ' 5.// .,, 6,...,e i z 1 _ O --7........ta: F- 0 . . Special instructions: ( Date waskte d : a.m. ,. Z I-- ILI Lu I /• /, — 07 ,P ( 0 1 et l D • 4 ' Requeste C. : i r I - 6,07:2D o - Di- 23 Phone: i o - .... , LIJ uj (A- -..,S" -330 -.-5,0 , ., i o • Approved per applicable codes. Ti Corrections required prior to approval u. oval. , I- — 0 ■ _ , . COMMENTS:" .. - t 0 (t) ,- 40 I ,,,,,,f' sc,4,4, 7 . , ,. , ) , ro ji; ,--3 _3 ,c 7t-p-- -% , ‘. Pi, l'''S Si-Pi t./ 7 "7 So". -.C/ e i 00 4 (...e_ (3 e ilAt.."..42.t i ,i It (,,/ - c . .._ .,/,‘,.------)0. , 9 fen i, 17.41 , • -/-4-, 5 e lt , A :. 4 1 I / m - . 4 I j, 1441 , • , :17.-1441 .1 s i-73,,, ."11 /- 46e/ .. , ,....t . (t 0 1 '-.° Ae4.4. 71.1 I ) 0 ' 1 . tile:I . = ,, • 1 . I ) ' ..,; • . Inspector ' Date: 02 4.....e 1 , . Ofgai Af E $47.00 REINSPECTIO € EE REQUI D. Prior to inspection, fee m ust be paid s at 6300 Southcenter Blvd., Suite 160. Call to schedule reinspection: i Receipt No: , . • Date: , 1 i. , f . i - ' .,,' , ,' f -(,, , , . „ ..,„ P.' l - 4. - r", ...I ' ;0 f.v.Je r. .4.:14 k ti, 4 6fa..ti.ik.' 4 VZ,' l .41dg.4.:4 - A, 0:e. `.■. -, .., , • . . ' c ' . , :,...r,.'+ . - 's 0 R14 P,:rif t'.4,, r4; ,, . ■il 17;14:: A 14 i , -.... - _ '*\ . . , z \ r4 5 6 = - ' . , i \ • . , 1 00 . :,- 1 . . t ' • ' . ',/•?1 I INSPECTION RECO Retain a copy with permit V— /0901 _. p _, u) LLI ill 1 -J 1- CO U. uj 0 INSPECTION NO. , , PERMIT Np. , , 2 CITY OF TUKWILA BUILDING DIVISION . S. ! . Lt. < 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 n CO Project: , chi Tyy . e_ of.Inspectt .1,,, , - I I- al _ o/ 1- 6 7 0(7 /ft . C. .__CeiZrAk_ Mdres: ,. c Date ca '.,... i-- g , /3 76, 1 /3 P 4- -) c7 /oz. . zi-- 1.1.1 IA Special instructions: Date Kant9d: / ,.., Ea ,. 2 D ' J .47/ 2 70 ' p.m. n 0 0 0 Requester: - . 0 _ ve\ Rit CI I— . - _ Phon: ILI w ... F- rz 4-- 0 , 0 Approved per applicable codes. corrections equired prior to approval. , Z ,'- Ili u) COMMENTS: . , ' ---P 7 ± Ci ,.y . CO VY r Cill — _ ... ellAC ‘r e - bi t 4 le_ i n Si9-pc.1 1 G )1 .- ,... -. .' .. .‘.Y, . .,' . , ,..,. i 'Lf L t ,. , 7':. ,7 PI:il■Wi.' , "‘•4 1 ;',iZ 4Z I :1 , ' 'FA Ids „ J....2 2, Inspect6: ..... Date: 8 1,,,L ...),, _. .,,..0,...vi . , o IR El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid • ,, • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , Receipt No:, ; Date: Ve..:'.14,....1 ;- ' 441 0AMAlkii Vai ,t/ 'fa.tv t:'-t4,1 '''' -, " i i, '• • , - , - • ' , • , • • . • . , , , , , . , ' " i • l' " '' V + . , '''"'''"'''"""''..".'""''"''"""""" - I - - . --,....r..r -. ,!\ .... ) ; . Z \,. , 1 P ,t— Z LU e '0'',. • . ' ' — C...) ! C.) 0 1.. (0 0 " ' . ' ' , V:::: • . ' w w 4. ; INSPECTION RECOR w i rr . W2 -/ ?-% ok,; . Retain a copy with permit INSPECTION NO. A . , PERMIT NO. ui 0 ' CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd, #100, Tukwila, WA 98188 4 5 1 6 (206)431-3670 IL. P . r j ct: Type pection: 7 • . — a ..,., 0 j .41.4 titee.A... 4./26/ ,,ee-,_-: .„( • ieiwa,„ I I-- ILI ,,;....;,... Address: Date led: Z 1 - /670/ /.3/42z s 6F— s l-0 ..... 1 .„... Z -- ..;.' , Speci i Sial instrtions: k Date wanted: • k....a.m.. I ...) LU w t ' i&P' ‘ ..e) P.m. I : D Ca f..' . - ' Regge,ster: 0 ci) ' ■ (3 i_ ; '. 1/.. Phone- , i 11J iii . S.30 — 2`605 .r . I 0 I— 17- • .... Ei Approved per applicable codes. Corrections required prior to approval. , 11 0 `,,.- , Z tu 1 4,ii'''': : .' COMMENTS: ' Co 0 ,...# :-.. v. A e gerc( 1 1 Z 4 ';'.:• P.. • 1 4••• • :: : : i I ' \ ' I ' . I . ' V r... , , -' gr;-• . . . 1 •• ; . ki:::: .- k'j• : :FV!! f = : i PO ri.irW . , f • ./;T:A ■,,,i,!..,.t:T4 .4:Clt t :1 Inspector- .‘. _ ivv. Date: k"., 8-10- o t .,,,..., $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid .F:. );'.: at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. o, d i.,..,.., Receipt No Date: i w•-v :' .,. t....>.;'..:..,....:1.4.,E.., ,,, „ %.0 'zit,* i.:4 -sic.-4 t. '.'',....::A tr.; -''...- 4 : ' i , " %i4), 4 4 ' "Zi ' , . . -..."1 , .., v , _ _ _ - , ,,O" -- • 's.. ( . r z ' 1••. , ` t • I f V 0 . , - `4 ..... I _ , . , . ...\ . , • .... 4 Z in rt 2 ( « 1/ ',/ / / ! ! ! ... . 1 ' ,i , ' 11 . . . 1 U) ° U) ILI INSPECTION RECO ,. UJ i Retain a copy with permit Oc ,,, co IL, it, I INSPECTION NO. MIT NO. CITY OF TUKWILA BUILDING DIVISION f g 7.1 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 u.. < D Project: Type_of Inspection: D. a / rtJ/t- t-3 -- 1 o /,?/ 5/4 F ... Lu Igtel .9 ,.. 3 ; ....5 Datevd: /o:' ,.. I-- o Special instructions: Date wan ed: c.m. 04 v `E., I' m "7 14-1 i 6 D 0 Requeste 0 2 : ---/ r , k, o — ba s.,i/ve iii i( C.) co il — Phone: ..., „ .. cl i _ LIDS -. 50 ' '76->oe-/ . Ill u j = 0 - ' aikg Approved per applicable codes. 0 Corrections required prior to approval. . U 0 . .. . Z COMMENTS: , .. , lii ._... . u ,_. .,, r?Ci rc% q.9 \ ci le, w -1- , if, --\\..„ed l / .... C \ v.r s oci M a % r LAJoi. ti S bi z t -s v a pf ro v c \ 1 r 4A c> .,-- ._. • • ., , or , 'tcr , %.*;.:,':.`;,•• ; , ... . fi • i Inspector: . ---" ..x.vvv.. 9 4, Date: —7_... 11 02 ' i';rPo,•7 • ,farj...at...-S • wtC4AdatkAbillVti:toivAi.talAtAtifiLlOai " ' .3.74..0L1 , I...n4.44 414,41 4744:7, ■ r " 4 • • ' 4.4, r.; .41.' 4, , l , . ,014. t , ' Se ',, .0 ..,' ‘ ---../ ,\ Z H QQ W : J U • - ' . ,.' ` . ' ..- ' . '.\ , -' | - ILI re 2 t - 0 0' 0 .. INSPECTION RECOR ' to 2, — i 2,0 ,,,:- ..• , E)________i Retain copy with perm' , co u i .„::'' ' INSPECTION NO. i / PERMIT NO. [- : 1.' •, , CITY OF TUKWILA BUILDING DIVISION 4 , ' [ u.. < L‘I ''' ' . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 i I— ILI Z::;:::' 1 P ' ct: • T io= on: , i P;;: vi et-t) Ittztt -..b I— 0 V - .. , Address: Date called/ // / 2... Z 1- () i 5 111 Ili 4 ...rij,:: - ' Special instructions: Date want • / / Ca.M) j 2 , ii,54-c4 , wi ri-- ujr=9 p . 3.5 , 0 „ .7 , (to 0 ,../ ' .:. , Approved Per appli svg..,.._ cable codes. Ell Corrections required prior to approval. Z !C'.': ' • ' ' I c"--../A7 7 —Z.-- D ....,— - I kNeiwoiNk., it - - By er A .00 REINSPECTION E REQUIRED. Prio to inspection, fee must be paid 1` EAga i at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i;R r, t C : Receipt No: Date: i. - , , •i i . . I 1...L ‘. 1 1 ri . , - i "V-.Cr 'RI I Z Z rt in ' ^Y':.^.S. " ^+'7!"",y ^srr,'^*C'^' "'2"..t r-.!T .^^t- r +.+•, -aem. W J 0 Mil INSPECTION RECO() N w Retain a copy with permit ��� N LL INSPECTION NO. PERMIT NO. , - O W CITY OF TUKWILA BUILDING DIVISION } 2 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 ,, g J _ Project: • Type of Inspection:.S - ci ✓ (.9 Address: Date called: Z 2 W I 157 0 rc l I Sa 7/f /o — Special instructions: Date wanted: , . a.m. W O 1 p.m. W ; Requester: 0 .Sc off �'"• v U) . Phone: 0 01— , W W n Approved per applicable codes. n Corrections required prior to approval. O COMMENTS: ,� Z C.) 0) I- • ` _ SD 42— D.e5 ,:s.' 7:7 eiW ,, E-. : pc :1, 4. . Ai W , 71) AI i re) lc , 01 \ , • I s ='L_ ' , .t ? 'L° , jr pi al . i Inspector: / Date: / :; ; 111 !!lfi f Ell $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid E • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: ' %. m t.su,a.,. S:1.4si4,01;,?4,.'.4,.k,c{.rr ?, .1 t`,' '''iii {:Y.•, '.vi,,.v .' >l I ■ _...__ . , , . .. — ...- • .., _ . '..) . 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PERMIT NO. • i CITY OF TUKWILA BUILDING DIVISION 2 u j 0 2 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 u_ < D Project: • Type of Inspection: 5,0 0.9/ x Address: Date called: . ...... .a.. q7 a/ I n eff e 50 -7/ , .... ,... _. . 1-- 0 Special instructions: Date wanted: I a. . m Z 1-- / c r . LU Lu Requester: p 0 . 5 G 6/14774.4" Ca . v.■ ....., 0 — Phone: LU 1, I - . ..a... 0 I— r . ■ •' El Approved per applicable codes. El Corrections required prior to approval. • ir- tc o COMMENTS: Ili Z U) , . =1 0 1- ' z D 7/I o/ D.,-.: 7. 1%--:-5 5- ov t ,,..- - 73. , , E /3-- FOC, P Ai (A/ , - , .. 1 g) A.L,_. r,) '61 c - . • ........ • - , • • . •,-,- ,-.. ,.,,,.,.„...,„ ' . , ,..„..,...„. : 1,-,, r,,,) .,. , s' . -, '''' M .11 Inspector : Date: 6 \..1 -744/0 I 4krtih IVI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ` E P. I at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • I . 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' . drawing ,.. . . , . . . . . . . . . . ... - - - - - ( - . \ -- , I . t 4 ,. r. •{.. ,, t.•0 . ,_ t. r , . , y 7 b. i'.... 4 cq. 4'+Fc.w; .rt °, • ,v4 y4 , 'v'r sw4 "'arc"- ov .v v r y,, ,�i.... h 1M1 °l�:M.ciY`'ry�aS 71 i.;i;%^t3SA' `• `. , 7a , ,:"',' , , ^ �.� f: . • .ter, t _ ,I4 iLA,. v tt kt; /407................ 64/ r ' 9sy't � - - ; City of f Tukwil , Steven M. Mullet, Mayor s -iI / I , C ) c qA�� 1 _ , Fire Department Thomas P, Keefe, Fire Chief 1908 z a \. I- W re TUKWILA FIRE DEPARTMENT 6 U FINAL APPROVAL FORM U O 11J i Permit No. O I) 0 i ga 0) D a Prod ect Name � (� Address 1 D\ `T t'L 5 1 Suite # w 2 U 0 O N O , Retain current inspection. schedule ... = w Needs shift inspection 11 =0 Li O }- Approved without correction notice Approved with correction notice issued 7 \ Sprinklers: Fire Alarm: Hood & Duct: e Halon: Monitor: , Pre -Fire: Permits: . i 01 Eliii ;t-'. ` .6 4-3) 10t\ 1 O xi i:• j Authorized Signature '' Date -,` - v. .l FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 r . `;)r a - 1" ,,,,, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 '° p , . = rai • ` • • Project D RECEIVED ; CITY OF TUKWILA We reviewed the following plans: , MAY 1 3 2002 • Cover Sheet and P2.4, Architectural Site Plans PERMIT CENTER • Sheets A2.1 through A6, and S3, Architectural Plans • Sheet A7, Site Section for Lot 24 . The project plans we reviewed, prepared by Kappler Architects, P.S., latest revision on April 9, 2002, indicate that a two - story, wood - framed, single- family residence will be constructed on the lot. The main floor, including the entry area, will be at Elev. 198.64. The garage slab will be at Elev. 186.64. The main floor will be .Yl constructed above the garage space. ;1 To achieve the planned finish grades, it is anticipated that temporary excavations of up to seven feet will be V;YE required. It is not anticipated that any significant fills will he placed on the lot. After completion of foundation aF 1 1i k: walls, excavations will be backfilled."'' +� t Do). ar. )00 31, 12525 Willows Road, Suite 101, Kirkland, Washington 98034 L„x Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra@terra- associates.com L.:a . ..::,,....,,' «. . ..J" uws.l . N+a.ua,w' . •V • •MMw- *rn,,waM✓M' fl * /4ri3.i�mw*W1 l.f, *..r .nr. ,n.e:• •.t flY i.nl• f:Y.YPt. $ - -_ I - . ` t Mr. Bill Fowler • June 15, 2000 Revised April 29, 2002 Discussion and Recommendations Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in various reports, in the referenced report compilation. The following discussion and recommendations are based on our review of the current building plans and the conditions existing on the site. \_ z w o: 2 Excavations and Earthwork t�iJ v 0 0 The site plan indicates that temporary excavations of up to seven feet may be required to construct the foundation co 0 for the residence. It is expected that the excavation will be made through native soil consisting of sandy silt and silty sand. The on -site native soil contains a significant amount of fines (silt and clay size particles). This w 0 material will be difficult, if not impossible, to work in wet weather. The excavated native soils should be removed from the site or used in nonstructural landscape areas away from the slopes. g We recommend that the recycled concrete previously placed on other parts of the site, be used to backfill all foundations and used as additional fill wherever possible. To prevent contamination, this material should be kept z I— separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used w O for backfill. 0- Foundations W H S 2 ~O The foundation excavation on this lot will extend into competent native soils. These soils are moisture sensitive u- and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials, such as recycled concrete or quarry spalls. H 0 The foundations should be designed and constructed in accordance with the recommendations presented in the z referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 pounds per square foot (psf). Walls supporting backfill should be designed as retaining structures and be provided with adequate subsurface . drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pcf), assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. 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 sub grade, as well as passive pressures acting on the face of the foundations. A friction factor of 0.4 may be used. g P P g Y In addition, a passive pressure corresponding to an equivalent fluid weighing 250 pcf may be used The upper 18 ti 'ifi {a yf �r inches of foundation penetration should be neglected in the passive pressure computation. A representative of Terra Associates, Inc. should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. Project No. T- 1515 -2 '' Page No. 2 r .Y.4.' b47K.'MIS1' .,:.......... r.•.. r... w.,.n.......... « . •. .v... ....... ........ w.m'v74N�4 r L • 1 , • Mr. Bill Fowler June 15, 2000 Revised April 29, 2002 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 ASSOCIA ES INC. • e • ,V ce 2 6 s ' David I'. I,. . Atli C.) 0 Enginee , 0 co w I': \ • 2.47/12-- —J W LL lew 1 u j 0 Anil 7 ta , g Princi .11 17005 . u_ < DPL/ 44.c1 l a w cc: • • , er, Kappler Architects, P.S. Z 1EXPIRES 12/9/1;)-17 0 z Ill al 0 0 • 144 w . - 0 0 • Th • . • • • II • 4 'y Project No. T-1515-2 I LL ] f 4 Page No. 3 n„,f 1 „IL • , - ..,- - •A Cr -.1 _ i • t 1 WATTSUN 5.7 2000 WA STATE ENERGY CODE COMPLIANCE REPORT 05/06/02 1 i FILE: K: \ \KAA \ \99\ \99083 \ \9908326.WS HOUSE ID: 99083.26 i Site: DUJARDIN �,,.- !.';' �' . - ) Analyst: SHAWNAN CRAWFORD . . PLAN #1843B•'' t ; Jurisdiction: ^` 1 ,� , Utility: RECEIVED Z \\ `s '- CITY OF TUKWILA 1� i- Z Z Homeowner : `�' ‘'.'1'-) ,`�' � �'�House Type: Single Family W i"+;' . ,��"`h•`"`� ~ Floor Area: 1863 ft2 'Y/ 3 Q is yr- ,- W .,"a }' Weather Data: Seattle, WA 0 O Builder: PERMIT CENTER p Climate Zone: 1 to WI J H W LL The PROPOSED design *COMPLIES* with 2000 WA State Energy Code. • O I ! g REFERENCE PROPOSED U.< COMPONENT PERFORMANCE 421 391 Btu /hr -F W p • ENERGY BUDGET * ** * ** kWh /ft2 -yr = a ~_ ZF- I REFERENCE DESIGN Z O Reference W W Component Value X Area = UA ? 0 Floor U -0.041 891 36.5 O — Glazing @15% U -0.650 279.5 181.6 p H ' Doors U -0.390 56.0 21.8 i W W . } AG Wall U -0.062 2398 148.6 f- H Ceiling, Attic U -0.036 891 32.1 u- O Infiltration ACH -0.350 16867ft3( 108.0) Z Lu Reference UA 420.7 H H O _ Z PROPOSED DESIGN COMPONENTS Component Description Value X Area = UA Floor R30 vented Joist 16oc U -0.029 891 25.8 Glazing @17% * *2g1 Vinyl Clr /Hard Low -E +Argon U -0.410 316.0 129.6 1 Doors Wood 1 3/8 ", solid flush U -0.390 5 6.0 21.8 AG Wall R13 STD Lap Wood U -0.082 20 164.8 R19 STD Lap Wood U -0.062 351 21.8 Ceiling R38 blown Attic STD baffled U -0.031 891 27.6 . Infiltration Standard Air Sealing ACH -0.350 16867ft3 (108.0) Proposed UA 391.4 '.�; ti�:l'1i "±; Items in parentheses not included in COMPONENT PERFORMANCE totals. p ONENT PERFO t t �7��w ** Denotes non - standard values - check calculation of thermal value. i;;F.P Page 1 �t5'�y q1 .•:..e D I 20 i , r TTt�ar'e� ['wii • ,,:i4.e....4„at;,,i, "'i: r .. .. .«., .,....,._,,.,x,. ......-. t�+: eYORatYJ, Nt+: 6m5} iM' swRSatuawsP +ia+'9nt:+'<SrN'h't' wet?? axxa G9! rsf�wrp=+ rv,:{ n•. r, �k,*! a{+• srs. w».{ �7 {nx +w,G ;u•roarorraua,.af,ntt� 1 . . .. -- dl — T ,.., , ;■ ' I - I - -1 - -s , N 1 s ) 1 : I �` �^•. F i f . • site survey are included on the WATTSUN 5.7 CD, document '417sun.pdf'. y Economic and energy consumption estimates are designed gy p fined for comparative . purposes only. Actual cost for heating will vary depending on weather t" conditions, occupant lifestyle and other factors. . i Page 2 i 1 . E Z J— Z IX 1- 6D UO : - . W W = JI-- N.0 1 • • - .WO I. , j J . O J " I CY H = Z I.- I- O ZI-- , liJ • 2 D R o 10 - o f- W uj Z , 1 Z U fA' HH Z .... i 1 , 1 1 a `L a ' ''. 1 ■ ...... r '.�:- ._..,1...e.u.':�...��..: rr �..: �..�::..:.:. i':: .1 -r .tau.+a� ,., .. . .�1. - .Saw � '' .• w..w+ .u„r.. i 1 1 . —",I , '\ • i i 1 Kapp/er Architects P.S. ■ VERSION 074 INCLUDES 3 STORY Job No. 99083-26 Date 2/29 /2000 SPM 7117 " Rr i I. TE ED i Rev. Date 4/10 /2002 SKC , R I =CT Lateral Analysis for: Dujardin top . ' • I Plan #18436 Lot 24 L N 1 -R • Z City of Tukwilla ATE OF WASHINGTON STAMPED" CC 2 LATERAL DESIGN PER 1997 UBC ,i �'t` C j� V Note: Fo r portions described in these calculations only. �' 0 See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. N CO ill DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS 'j -J H ' U) u- rk� � i -.SITE CRITERIA . ... --�-^" u O 0 WIND EXPOSURE ;,,, c..B "B" De fault � J �i-'ry s `�� " f , g -- WIND SPEED IN MPH >1 ,- s 401 8"0 MPH Default u j • 0 a EARTHQUAKE ZONE 3" 3 Default SOILS TYPE __- '..;01.39 (sd) Default (table 16 Q) 1— _ ' ,, WEIGHT ADDITIONAL SURCHARGED LOAD (le.snow) t= , O 0 PSF Default Z f 1- O CONSTRUCTION CRITERIA w I uj BUILDING FOOTPRINT Long Wall _ Short Wall .:: .1,`I 4.'a . kl n 0 ROOF PITCH (over the majority of the upper roof) '' ''''''4 ;' 1! / 12 O t/) BUILDING GROUND FLOOR FOOTPRINT AREA " Selinit SF (for rho factor) 0 1•- W UPPER FLOOR SF, PLATE HT. <4 ,95416e SF ;. „; *, FT t- V MAIN FLOOR SF, PLATE HT. E s: < SF "g`` 6 1 FT LI ~ LOWER FLOOR SF, PLATE HT. _ :91 r =' ° r SF:12, FT Z Uc OTHER SF, LONG / SHORT WALL I, , 1t. Q *.. ;ISF r t ' L I I ; , p.: °I° ; `:.I O i Z WEIGHT ROOF CONSTRUCTION ' ., . „12 + - , 12 PSF Default WEIGHT FLOOR CONSTRUCTION v , "- Mat 15 PSF Default WEIGHT EXTERIOR WALL CONSTRUCTION ItiMIONit 10 PSF Default >� WEIGHT INTERIOR WALL CONSTRUCTION Mantlingla 8 PSF Default SAIL AREA PLF FOR PERIMETER OF BUILDING . UPPER FLOOR WALLS & ROOF(Roof + 1/2 Upper Floor) iStAllfrAM MAIN FLOOR WALLS ( 1/2 Upper Floor +1/2 Main Floor) gottomo LOWER FLOOR WALLS (1/2 Main Floor +1/2 Lower Floor) M,:11 0t' OTHER (Roof + 1/2 Floor) r 'TO.ORial RECEIVED CITY OF TUKWILA MAY 1 3 2000 .a d rk i - �. PERMIT CENTER ' uy 24 KAPPLER ARCHITECTS , • , f BE WA t ri ' E ' 1 425 -641 -5320 t.: 4 9908326 Plan #1843b_(ExpB) Lot24_1997 -9 Lateral analysis worksheetl.xls 5/2/2002 PAGE 1 ; qu 04vr '; 1840,0 , A D 0 i „..,, 1 #3,,, 0 t' w«..+:- ..i+....,w. .«, waw:, nawac +al ,...,.,.n.x...:•wrx ..r. .+a++wr.: w. „.,KY.y... ...nn....,.,. , • .- .......r- » ■ . _ , , - - �. - .•\ , n . REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability/Redundancy Factor: P= 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: AB Ground floor area of structure AB 1361 SF r MAX = Max element - story shear ratio square root 37 r max = ri /story shear Z r i = element story shear x 10 / Iw < element shear Iw (LENGTH) 1,. = ,,N ^ 252+ : SIXic 5'r r x+ =1 '~ Z r �:. � 504 � � ■ . :` • , _ SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) V W h Wh F Roof (Upper walls) 10685 23688 12.83366667 304003.896 3920 - , Upper Floor (Main walls) 10685 26400 9 237600 3064 Main Floor (Lower walls) 10685 26092.5 11 287018 3701 #N /A 10685 0 0 0 Not included in total Z 828621.396 10685 \ I- ` ,H- Z SEISMIC FORCE W Iti .. . . , ::. .' .. L_,uua.w....w.....i.ti;:+,.,.., s.,t.._. ....., . r ". _.; 1 ' ;,• rc. mt>SnJ. ?o1:..R.w:..t..:.. . , ... _ ... .u '; vww4Wkia -_,dy' • i.v ur v . . � ._.......•...a J r . _ \ 4-. . , SHEAR WALLS RIGHT TO LEFT WALL SEGMENTS SHEAR V WALL UPPER FLOOR TRIB.LENGTH a b c d TYPE Load 2081 8 5 5 3.5 2.25 106 . x :-P13 Nal , Ht. 8 Mo= 4224.94 4224.94 2957.46 1901.22 ( Wall(DL) 400 400 280 180 ' ; O Roof(DL) 170 170 1440 900 Z LL 2 /3DL Mr= 950.00 950.00 2006.67 810.00 Q • REACTION T =C 654.99 654.99 271.66 484.99 MIN PLATE NAILING +I Z HOLDDOWN REQUIRED NA NA NA NA 16 INC O.C. ft : ....._ ...... .... . ... ....... ........... .....a.:_.,... _..... .w:.r.tW.:t.:. -. L..,ray...... „e n.wn.,a.rrv -•, ,...5. ra.E,:L,+:r; : .... 1..ft. .. . ,.,aw.a.+xr • awMki..oaw nw + lW.M,ganwn « w.. sw�!v . . -...1U/ ,r. r J - -- _ - - Ir ' • ft .` • ■ ■ . --� FRONT TO BACK WALL SEGMENTS SHEAR V WALL UPPER FLOOR TRIB.LENGTH a b c d TYPE Load 2081 16 13 3 0 0 208 NP1 1 Ht. 8 Mo= 21626.43 4990.72 0.00 0.00 Wall(DL) 1040 240 0 0 0 Roof (DL) 360 168 0 0 ix 2/3DL Mr= 6066.67 408.00 0.00 0.00 MIN PLATE NAILING REACTION T =C 1196.91 1527.57 #DIV /01 #DIV /01 8 INC O.C. t HOLDDOWN REQUIRED CS16 -30 CS16 -30 #DIV /01 #DIV /01 Z 425 -641- 5320 ° , 1A; 9908326 Plan #1843b_(ExpB) Lot24_1997 -9 Lateral analysis worksheet) .xls 5/2/2002 PAGE 6 Pe 1 "`'• T trz141 f ki, a , , ,4 4 1 t i -'i. 1' tr mod/ r r „ - -\ 4.i :\ 4r _... a KAPPLER ARCHITECTS ' "7 .:' ; 4 BELLEVUE, WA r'' n, i t. �'n," , �f , 4 is 425- 641 -5320 . r > .;.,,. L ExpB) Lot24_1997 -9 Lateral analysis worksheet1.xls 5/2/2002 PAGE 7 `x -a "w}, , it i 1 k s ■ . . , = ---, -•--\ ,` FRONT TO BACK WALL SEGMENTS SHEAR V WALL MAIN FLOOR TRIB.LENGTH a b c d TYPE Load 3461 16 5 5 5 0 369 ., p.1 ..710 1: Ht. 8 Mo= 14766.94 14766.94 14766.94 0.00 F Wall(DL) 400 400 400 0 o Floor,Roof(DL; 528 336 168 0 , R 2/3DL Mr= 1546.67 1226.67 946.67 0.00 MIN PLATE NAILING REACTION T =C 2644.05 2708.05 2764.05 #DIV /01 5 INC O.C. ' HOLDDOWN REQUIRED 2- CS16 -30 2- CS16 -30 2- CS16 -30 I #DIV /01 Z MAIN FLOOR TRIB.LENGTH a b c d \, ; Z Load 3461 16 27 0 0 0 205 ;i�' 'V Ce 2 7 . ;` • -. • " ` { ■ ■ , - .-- • - - :r - - �;l M s — , .,1 1 4 \ 4 f FRONT TO BACK WALL SEGMENTS SHEAR V WALL LOWER FLOOR TRIB.LENGTH a b c d TYPE Load 16 28 0 0 0 281 !±a; =4: :- Ht. 11 4921 Mo= 86504.43 0.00 0.00 0.00 Wall(DL) 3080 0 0 0 Q Floor,Roof(DL; 888 0 0 0 E2 2 /3DL Mr= 37034.67 0.00 0.00 0.00 MIN PLATE NAILING REACTION T =C 1766.78 #DIV /0! #DIV /01 #DIV /01 6 INC O.C. 1 HOLDDOWN REQUIRED STHD 14 #DIV /01 #DIV /0! , #DIV /0! Z PORTION RESTS ON CONC. WALL • LOWER FLOOR TRIB.LENGTH a b c d s Z 1- Load 4921 16 27 0 0 0 291 ctsl P.i4 . k, . '~ W CC { Ht. 11 Mo= 86504.43 0.00 0.00 0.00 Li Wall(DL) 5940 0 0 0 J V Floor,Roof(DL; 0 0 0 0 U O 2/3DL Mr= 53460.00 0.00 0.00 0.00 MIN PLATE NAILING N Cli REACTION T =C 1223.87 #DIV /0! #DIV /0! #DIV /01 6 INC O.C. ' CO W HOLDDON REQUIRED STHD 14 I #DIV /0! #DIV /0! #DIV /0! J H W PORTION RESTS ON CONC. WALL Cl) LL LOWER FLOOR TRIB.LENGTH a b c d w 0 Load 4921 #N/A 0 0 0 0 #N /A � #N/A i 2 Ht. 11 Mo= #N /A #N /A #N /A #N /A - W WaII(DL) 0 0 0 0 IL co Floor,Roof(DL; 0 0 0 0 CO F- 2/3DL Mr= 0.00 0.00 0.00 0.00 MIN PLATE NAILING H W 0 REACTION T =C #N /A #N /A #N /A #N /A #N /A INC O.C. z HOLDDOWN REQUIRED #N /A #N /A _ #N /A _ #N /A ? F" Z 0 LOWER FLOOR TRIB.LENGTH a b c d tL Load 4921 #N /A 0 0 0 0 #N /A �:#N/A 2 j I Ht. 11 Mo= #N /A #N /A #N /A #N /A n 0 : a- Wail(DL) 0 0 0 0 0 N ; LL Floor,Roof(DL; 0 0 0 0 p I- : m 2/3DL Mr 0.00 0.00 9 0.00 0.00 MIN PLATE NAILING al W . 0 REACTION T =C #N /A #N /A #N /A #N /A #N /A INC O.C. = U Z HOLDDOWN REQUIRED #N /A #N /A #N /A #N /A H — Z p �. . 'tY•:ri KAPPLER ARCHITECTS ; 4 4 - 7`''1srs'r. ,; BELLEVUE, WA ```" 1 425- 641- 5320 Ffi 9908326 Plan #1843b_(ExpB) Lot24_1997 -9 Lateral analysis worksheetl.xis 5/2/2002 PAGE 10 ! • r ,,::a,� , k t sa M z ■ 7F AI� ^ : xr` ; �i ,,,,,. X 41, p ...... : ......... .. s. �._ ...: u , :. _.,.._ w :w.�. _. ter.. a , . .., .,_.._..._.. __ ........ i . ■ -••••ait F • - ...., - . N., f ( ft .., * e . _\ . C lVt 'ig 11:tj‘k ) * cci r‘''‘ .‘ i 'N. I' D 4 6 , 1.4.els1 I .. „ ...'% ''' 3 I. 1 : 1 , 1 % ‘r• ., W I T REAINNG WALLS •, N o-,- K .„---.-,--- z ,.!. ...--- , 1 :, _,-- .,- • . )‘,:,. \, , , ..r:: a • : I- Z clA1' .).%.-."' Ce al ,...% FOR 6 D 00 U) 0 FOSTERVIEW ESTATES , 0 ILI ■ LIJ i -1 I.- • W u., — LOTS 18 & 24 RECEIVED g —1 CITY OF TUKWILA u_ < W 1 (1 t V 0Z y 0 A KAPPLER ARCHITECTS PLAN i1 3 20 1 ._ w PERMIT CENTER z 1— 0 z i— I 11.1 uj 1 2 D 1 TUKWILA, WASHINGTON D 0 0 W 0 --- U.1 uj . I I 0 I-- 1 i isisow a z.P ,... Uj o w J I , . ,t /l"7r , i: . -±- 1 4r o 1 z • i f 4 , 0 1 ' , .;/.:-q. ril !, i A C 1 -.- 1 . ' ' / ' 4' or 1- • 1 1 ,. / ' eiAZZ",,id al ., . 0 19 AT i• 14. t ' -'0?r• ,-' . ..'`• ' C' ' ;' , . 4 , t.C,, )-... •, - 4 ,,,,,,,,, ; _, , 2 I EXPIRES 8123; NOTE: This stamp applies to the members and . assemblies described in these calculations only t Li and is only valid if it is a wet stamp. \-'47 ' . :::L . , ' ,, I , L,; , ,,,,, , }' , : ,,, ' , 7. ; ''c' :2 Jamieson Consulting Job No. 20181 E JAMIESON CONSULTING , ;....4_4(....:.„, .. , . CONSULTING ENGINEERS . / -, ', PROJECT MANAGEMENT r ''"" e 733 7TH AVE, STE 108 ' . KIRKLAND WA 98033 I. ItIAL-1:',.,P4oi (425) 803-2581 FAX 803-3289 i t 4 : , •",; Ar. i f 7- .r% .?-., ite,l'• ' . i • `11,"•/ :, ; ..•=g... ri:i..ALi: DO a IMP 1 d a fr, 0 { , • -7‘ • ,, l 1 ...- :-...-•-•"--;•. - , • ■ ■■ —.al t - '- - ,- - ..�, • ■ JC ..., v( J AMIESON CONSL� JOE NAME F EW Consulting Engineerin & Project Mtifa n a gement JOB NC. 2-0 1 �� �Y 7)J - 901 KIRKLA-ND AVE STE B -1 • KIRKLAND WA 98033 ' I' ^5) 803-2581 • FAX (425) 803.3289 DAT= SHEET Nu., , . TYPICAL CANTILEVERED RETAINING WALL I ( ?&O . , INPUT NAME OUTPUT UNITS COMMENT z ! _ 35 EFP # / ft3 Equivalent fluid pressure i _ H 0.267 Cf Coefficient of friction against sliding re 2iii ' 4.: f' '. 4 } g = i 67 g z / f /4 6 11 . ME 03 moot LittaY •- /4./ ,e �.. } r trfrl ri ; 8 , % , ; .. ,. ... .. . .. .. >•!x..,, ...:.;.:5le,17•.ic.':.St'.. .. t, .:Y n:., tst,t:lu.. ✓... ,.4M1.ws. ,..7p.'- Sf' Jn. n$' .., v...:.. -.UJL MrdSotM'r.:xrwY MUrw. -a. , w...«.•.,... o,.. f .._...,..,...«.. r.......... »...... \ ' C , .' JAMIESON CONS. DING JOB NAME . • V / V Consulting Engineering & Project Management JOB N0. (St BY 74 Z ' 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 .� (425) 803.2581 • FAX (425) 803.3289 DATE SHEET NO. OF TYPICAL CANTILEVERED RETAINING WALL Z ilb.0 , .. INPUT NAME OUTPUT UNITS COMMENT z 35 EFP # / ft3 Equivalent fluid pressure \ z • ,- 0.267 Cf Coefficient of friction against sliding 1~ w ui (includes Factor of Safety of 1.5) 6 5.33 a ft Height of earth above "base" v v 0 50 w4 # Weight on top of wall CD o . 0.67 w ft Wall thickness CO = 0.67 t ft Footing thickness '' 0.50 toe ft Length of toe w 0 . 1.33 heel ft Length of heel 2 H 6.00 ft Overall height of equivalent fluid §d 5 Lf 2.50 ft Total footing width N fs 1,643 # 1 ft2 Soil bearing if X Is in mid 1/3 = a fs2 1,724 # / ft2 Soil bearing if X is not in mid 1/3 Z H Lf /3 0.83 ft X 0.65 ft Location of resultant force Z 1 2Lf /3 1.66 ft 2 1.11 m F 630 # Total horizontal force v o Fk 1 80 # Net sliding force per foot o ; : FS 1.871 Net factor against overturning W Mot 1,260 # - ft Overturning moment v . Mr 2,358 # - ft Resisting moment ►L ~O Mu 1,502 # - ft Ultimate moment for concrete design ()47VP iii z W 1,685 # Total weight on footing v � w 1 851 # Soil weight on heel (120 pcf) . f" F =.. w2 533 # Weight of wall z w3 251 # Weight of footing x1 1.83 ft x2 0.83 ft lit( ii-�• • x3 1.25 ft O r1 t / x4 0.83 ft , 11 ( ,/ -/ Z500 Fs/ 4/ =10 ( - 4 IO D C / //t i. 5 WA) 5T EEL- ! r 4 I - i 16' ' clioce SPpU Fox 5ID(' & !I I / t 1 cl- Az „ A ,:- t4 //) Z d. 23" / .4co Jr : ^';fy `ct ; ".�' K , // 20,5 yx' ' Z - >'t7 (Is r . 3 GG Z $' 1' �' . 4 rl ,, •� . r ' )s ,_:_:,,,,,..„ i , ,...,.s,,..... , _.. _ L.,,..,c;_,,, �� . ,..., `'■ ' JAMIESON CONSULANG JOB NAME F05 v (CW Consulting Engineering & Project Management 20 ( ✓ BY u i JOB NO. ii01 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 t' "c) 803 -2581 • FAX (425) 803.3289 DATE SHEET NO. all, OF } - TYPICAL CANTILEVERED RETAINING WALL 3 I Pb.O • w/ 50 psf vehicle surcharge Z a • INPUT NAME OUTPUT UNITS COMMENT \ F = ., z 35 EFP # / ft3 Equivalent fluid pressure � re w 2 0.267 Cf Coefficient of friction against sliding JU (includes Factor of Safety = 1.5) c.) 0 6 a ft Height of earth above "base" co W 0.67 w ft Wall thickness tu I I 0.67 t ft Footing thickness u) L x1 3.08 ft 4 /o for c, , x2 2.33 ft x3 1,75 ft • 4 @ P 2 F5l = 4o /51 4 !1 M1= 2 J1 C,9 -tz 347 G44 ,4= ©, 3,A) o 1, W- , /+ . i , ! t / � `�;: ,l \ r J1 ri l i f/ V / Cr 1 \ 1 1 ,,---' `T cD"' lI „T , , 7 , i. :t ;a > � 44 I a . K / 4 N o /, 2)@ TOS ir 99 ar /V V �$ s � i tt 5U r D 4 • ' E iYi• ' / z l Zo L ` (` ; _ `` • 3 '�'t! : ¢ , , -/-o/t174 1 I l' I I t om- L ., F�S 5 •;a t / �S S,7 ,` • 2 / o l i s ry, /o rs ). i e f=ih ;' , V , . .. . .. .. ...- ...tt:;!ie:. un L:.:1?.:ua.:v:l,'.e:.,._. :. C':: wx:.n>... ,. ..ww.w...r ............. ... - - ._.... ,._.r., 7 � ,.. ...,......,.....,.,..., w . wwr...>.. w..+..... a. e., wr.».- r ........,.....,w,.......xxNq , j JAMIESON CONSL. .2ING JOB NAME FOSTg. V/ -(A Consulting Engineering & Project Management JOB NO. 2 / 6/ BY 7 J L. 901 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 w/ 50 psf vehicle surcharge Z INPUT NAME OUTPUT UNITS COMMENT \. . :1 w 35 EFP # i ft3 Equivalent fluid pressure re 2 0.267 Cf Coefficient of friction against sliding J v (includes Factor of Safety = 1.5) ci O o 7.33 a ft Height of earth above "base" N W j 0.67 w ft Wall thickness w H 0,67 t ft Footing thickness Cl) u_ 1.33 toe ft Length of toe w O 2.00 heel ft Length of heel H 8.00 ft Overall height of equivalent fluid g Q Lf 4.00 ft Total footing width CO D fs 1,770 # / ft2 Soil bearing if X is in mid 1/3 H W fs2 1,831 # / ft2 Soil bearing if X is not in mid 1/3 Z m Lf /3 1.33 ft z 0 X 1.09 ft Location of resultant force 2Lf /3 2.66 ft w F 1,487 # Total horizontal force N D Fk 687 # Net sliding force per foot 0 �. FS 1.754 Net factor against overturning w w , Mot 4,330 # - ft Overturning moment I H Mr 7,595 # - ft Resisting moment 2 1 . �-4 lop _ p , Mu 6,189 # - ft Ultimate moment for concrete design / w Z W 2,994 # Total weight on footing V �j, �? w1 1859 # Soil weight on heel (120 pcf) V' p H w2 733 # Weight of wall , Z w3 402 # Weight of footing -/-- ' / X1 3.00 ft - ! x2 1.66 ft t II x3 2,00 ft � (II 2 / = ,� 5 1 rC, Z .g4 C 12'0(c, _ c , Z K d- 6 4 0,37/ , l f l r-t- e/. o, ci ► a If , , y tki • A‘, j &6,f'0,c. , , Pitii) it-/ roe -04 "a,c, // 2J5 K 6s �/2 . ter, � :,,,,.„,„,.„,, m2-7-74/ P4 A/5 OZIZ , L =22 N o ( 4 coti T g" 4ef4 k=e" d ::. 42" . d- is . e C am . Or fN (3) '"r I ' ,,,,,,,, ,,,,,,, . 1 , /„fZ 1 EleA I r S Z r0 i 2 :. - i., .,,+ ........c....::.;,.. `;...- :....... .,..•.c.,..,.. ::+ xLe. a..:.w ad:. n�aaiwdr ::w.rw+Nwe..wen..n,.. H............ - ........ .. ............... .. . .... ....T... .,.... w•,7 tarrs;rcx7aa+txkt25a -- , - --�,, -- -�"'— , - ' • . iii C ' t' JAMIESON CONS ..TING JOE NAME F % v I M Consulting Engineering &Project Management J09 NO. ZO lei BY 7>J 2 — ,, 901,KJRKLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803-3289 DATE SHEET NO __fa_ OF - CANTILEVERED RETAINING WALL W/ BASE SLAB td. /rt. C INPUT NAME OUTPUT UNITS COMMENT z 35 EFP # / ft3 Equivalent fluid pressure _z - 10 a ft Height of earth above base slab 0.67 w ft Wall thickness 6 D 0,83 t ft Footing thickness j p 2.25 toe ft Length of toe cn O ( 1.25 heel ft Length of heel J = H 10.00 ft Overall height of equivalent fluid Lf 4.17 ft Total footing width w O 0 fs 1,811 # /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 Q Lf /3 1.39 ft N D X 1.04 ft Location of resultant force = w 2Lf /3 2.78 ft Z H F 1,750 # Total horizontal force j O FS 1.539 Net factor against overturning z F Mot 5,833 # - ft Overturning moment 2 Ill m Mr 8,979 # - ft Resisting moment v 0 Mu 9,917 # - ft Ultimate moment for concrete design O N — W 3,019 # Total weight on footing Cz) •'1 Top W H- , W1 1500 # Soil weight on heel (120 pcf) H H w2 1001 # Weight of wall , I ti O . w3 519 # Weight of footing al z x1 3,54 ft v co { WEI 1 1 b x2 2.58 ft O E - x3 2.08 ft z 1 "Ri 7 r" 2500 psi 4 ---- 40 g5( * 4 \ ar ,r.'-'‘4 /0 ' g = 9 , i ,( 92 /L = CO N 4 = 0.4 �� 0 , ' -7 i � lZ C� Q. ..%, , fig) f � >�0,2 -# 4-/0 DEC , . ,t o c , lilt = 2,65 " ' /7/ z--. 6, z5 / U 4 / . x mr ,. '1, :; ,., : in :::::::: 4.1 : 6 ‘ 0 d o?„,1, 40/ --.,&)04" vx?ft'Z*044,1 ` I D ' V/ W ` ) t\rV5 • i • • .?rW ..,(" - i - - 3 ,, avl _ iz 4,. r 2 t t i t / t t or ,e4 - • ,"` - - • . j C JAMIESON CONSL�I'ING JOB NAME dI r•-- VIEW Consulting Engineering & Project Management JOB N0, I v r BY Z ..901 KIRKLAND AVE STE 13-1 • KIRKLAND WA 98033 I • ^5) 803 -2581 • FAX (425) 803 -3289 DATE SHEET NO. 7 OF ,r CANTILEVERED RETAINING WALL W/ BASE SLAB '? I?.O INPUT NAME OUTPUT UNITS COMMENT Z 35 EFP # I ft3 Equivalent fluid pressure 12 a ft Height of earth above base slab ~' w fs2 1,954 # / ft2 Soil bearing If X is not in mid 1/3 4 a n Lf /3 1.75 ft N D X 1,35 ft Location of resultant force H a x w 2Lf /3 3,50 ft Z F 2,520 # Total horizontal force H O FS 1.527 Net factor against overturning • z F Mot 10,080 # - ft Overturning moment 2 el-Top ? Q Mr 15,397 # - ft Resisting moment v Mu 17,136 # - ft Ultimate moment for concrete design o H W 3,948 # Total weight on footing . w w1 1800 # Soil weight on heel (120 pcf) I U • w2 1494 # Weight of wall 0 \ u_ z w3 654 # Weight of footing tii III 1I x1 4.63 ft • —~ v N x2 3.59 ft 1° ie4- 4 o 0 x3 2.63 ft 4 CG. 12 ore, z , -II - zo 77i 4=-7 4o g -5 1 4 4 .0,(-- G . =loo xsi #5 -. I VII . Ala= /7.z ds 4= o,53 4 , �� N (� 4GB D, C, - 5G_�O ©rc., G— 4c PJ H F /, rl �� ,C� - �3 ,��'` , o,C, F /.AJ DA -4 .4G t2 0 _ , --r �r� 6o ale 0 Ala= 3 I i 0 1 (&).44- J , ,..„,,,.,, OJ I2ry , r -- ., ,, , „,t,,,„: vs , A 1 rcipx,,, �0 {, , • • O . ✓ l �.rLta 71,p , :n 'Vyt�v i, / // / / I i ii ” , , ` gy m " s 2 , .7 v f9 , . .. i'K'... \ ', et ....'.5 .. ..: G:a if'n 4 WVlwd -'K ktR WN . •ry; • 'f : N tfN nM t 5V4bka Y tr � t,nN M:. 11'nM rnwn. v ... ,, w. + . -..• +• w,.... nut ., — ,- `\ • " JAMIESON CONSL. fING JOB NAME r C/ ✓r v 1E t x Consulting Engineering c Y Project Management JOB NO. z e / f � l BY " J'L 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 � (425) 803 -2581 • FAX (425) 803.3289 DATE SHEET NO. I OF L7 " . CANTILEVERED RETAINING WALL W/ BASE SLAB 8 ?5.o and 50 psf vehicle surcharge z ' INPUT NAME OUTPUT UNITS COMMENT 1„ W 35 EFP # / ft3 Equivalent fluid pressure re 2 12 a ft Height of earth above base slab v 0.83 w ft Wall thickness 0 0 u) 0.83 t ft Footing thickness w W 3.33 toe ft Length of toe LLI H 1.83 heel ft Length of heel CD W ( H 12.00 ft Overall height of equivalent fluid W 0 ■ • fs 1,788 # / ft2 Soil bearing if X is in mid 1/3 a fs2 1,789 # I ft2 Soil bearing if X is not in mid 1/3 I- w Lf /3 1.28 ft Z . X 1.26 ft Location of resultant force 2Lf /3 2.56 ft w w. F 1,120 # Total horizontal force D o Fk 221 # Net sliding force per foot o co FS 2.416 Net factor against overturning a F- Mot 2,987 # - ft Overturning moment w w Mr 7,215 # - ft Resisting moment i t Mu 3,906 # - ft Ultimate moment for concrete design (2)i 4 TOP u O W 3,368 # Total weight on footing al N w1 2199 # Soil weight on heel (120 pcf) w2 733 # Weight of wall z ~ { w3 386 # Weight of footing // ff{ ��_ x1 2.59 ft it i l x2 1.00 ft = x3 1.92 ft • 1 l I \ x4 1.00 ft N ay c, r-- Z509 psl -/y - 540 gs --214- d �ID/o,Cr Az 3.9 d=" 4:,-- ©.3 z- 4 I /Z / cL . . N ii . 7g 4e-O"oce, tti . i/ et-Le 0,6, .. , , - / D F-nc # 0 /. D.C. 3 -O @ 8 0 C, .,,, } :t. ► G / .Q 1 f(s) Gbh 0,, ,z /I= /,99 h N ` 4411 ' ./ i p i f j ii ,3.fri ib'U,7 DY6 sir .,i PRs) R:07 SPA {/Q,Zl / „ t k ' „1,:,,\..„ .„,,n,..4,0,4, , //g7 OF P/4ss/V 5 CL7 il/ .' , . - -- , ' - . . `` • ` JAMIESON C0 S �.,TING JOB NAME Consultin Engineering je ct Management JOB NO BY .9 K.iRKLAND AVE • KI (425 ) 803.2581 •FAX (425) STE B -1 803 -3289 RKLAND WA 98033 DATE SHEET NO. OF . . TYPICAL CANTILEVERED RETAINING WALL 1 i 1 P6 1 0 INPUT NAME OUTPUT UNITS COMMENT Z 35 EFP # / ft3 Equivalent fluid pressure ' • 1 l 0.267 Cf Coefficient of friction against sliding . '� ui (includes Factor of Safety of 1.5) 9.17 a ft Height of earth above "base" v O. 50 w4 # Weight on top of wall u o 0.67 w ft Wall thickness co H 0.83 t ft Footing thickness 1.00 toe ft Length of toe w O 3.67 heel ft Length of heel 2 H 10.00 ft Overall height of equivalent fluid og 5 Lf 5.34 ft Total footing width u- fs 1,854 # / ft2 Soil bearing if X is in mid 1/3 = d fs2 1,885 # / ft2 Soil bearing if X is not in mid 1/3 Z = Lf /3 1.78 ft ' X 2.01 ft Location of resultant force z i 2Lf /3 3.56 ft 2 D F 1,750 # Total horizontal force = ci o Fk 236 # Net sliding force per foot 0 H FS 2.950 Net factor against overturning Mot 5,833 # - ft Overturning moment Z U Mr 17,206 # - ft Resisting moment (2) 4-4 V1 Mu 7,647 # - ft Ultimate moment for concrete desig z W 5,670 # Total weight on footing v N w1 4038 # Soil weight on heel (120 pcf) • I w2 917 # Weight of wall —/—... z w3 664 # Weight of footing [11-----1-1(( x1 3.50 ft =( x2 1.33 ft • ii ll x3 2.67 ft �� I� � � . x4 1.33 ft T / tl C I . 1 6 = z FS I Ksr � — � 4o 1 ll • / - 765' 4= 0•474 � 4 N 4 , @vr- `IOrCI p 4L &5 r0rei _ . .:‘,., ,,,,i. Ai Pill) 1 V " ,q9e d ekVo'btic, . . g= 2 //7 K :9 , T ,.. rt n k (&) 4- colw - ,:... . ,, 7 � • y � a 4)0 T sL(a/i1G • / / _ A A ♦ a,, ♦yy� �h y Fa, T/AJ& 0 PA-"% ,etz � d' o _ .., / U V r o P A S S / V . K .,� t 2 ll„ c_ {�. x;1 ! rO ! I s ee I �" (N TS) 1 ;: ,, ' , C: r �, ; , ] ,., .,. », x »+R'� • ---+.1 , _,- - — - r ,r - , - �..., r. :` f 11.17 a ft Height of earth above "base" v 62 w4 # Weight on top of wall U o 0.83 w ft Wall thickness co W ' 0.83 t ft Footing thickness -I H 1.50 toe ft Length of toe N u_ O 4.67 heel ft Length of heel 2 H 12.00 ft Overall height of equivalent fluid Lf 7.00 ft Total footing width D fs 1,850 # / ft2 Soil bearing if X is in mid 1/3 9. a fs2 1,969 # / ft2 Soil bearing if X is not in mid 1/3 H W Lf /3 2.33 ft Z i-. X 2.91 ft Location of resultant force z O 2Lf /3 4.67 ft W W F 2,520 # Total horizontal force D = o ' Fk 228 # Net sliding force per foot o co FS 3.476 Net factor against overturning o E-- Mot 10,080 # - ft Overturning moment W W S Mr 35,033 # - ft Resisting moment (z)t-� �Op i- E- Mu 13,821 # - ft Ultimate moment for concrete desi n LL' O W 8,584 # Total weight on footing LLi N w1 6260 # Soil weight on heel (120 pcf) j _ CO w2 1391 # Weight of wall O ~ 1 w3 872 # Weight of footing f l f E1 1I Z xl 4.67 ft • x2 1.92 ft ---�� I x3 3.50 ft [II Qrr ‘. x4 1.92 ft 3 '- L- O � C� c)"-_' #-4 &.,9 NOrC, ' _ 2 Fs 1 i = #o AS/ o g51 (.5 ) e , lI z . � N j I /Z Cc.E./1- M = /3183 d= 8 fl= 0,41 i� a a 5 c 7'0 . c , (z 6o) w C� 2 o v a I lO I (/ f . 4 / 1 0, 1., : Lo 1 • / x �_ 1 V r� / / Or r + r Y �*:r;�z �,` 1 = I i .� Y k r� Al ij 77s a ( s) cor = " ??x "- ' AAR 0 11/4X7' S-L(Di/VG I -.1.- ,/ / I I • a o d ,l i i i Fc077/t/G 37 #0z(Z, /VET i pig r/ =:.',), . 3toz —4 , „ ti# 4' 1 I -0 f0' . 4 -8 (NT5) p .. ; ; ____Jo b . -( — : - - , . '-., :■ w> PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 120 DATE: 06 -10 -02 PROJECT NAME: Fosterview Estates Lot 24 a • ti ?w SITE ADDRESS: 13701 43 PI S re 2 S CO u_ ta s DEPARTMENTS: J LL Q Building Division n Fire Prevention n Planning Division n = d . I. w Public W r s • Structural E Permit Coordinator ( ? F_ MA 1- o w I- . DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -1 1-02 v o Complete Ni Incomplete n Not Applicable w w Comments: I— 0 11 0 Z wco Permit Center Use Only 1= _ O I— INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z i Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: t - P lease Route g Structural Review Required n No further Review Required ❑ . REVIEWER'S INITIALS: DATE: 1 APPROVALS OP CORRECTIONS: DUE DATE: 07 -09-02 Approved C Approved with Conditions e Not Approved (attach comments) n ) :J =r: °' 3 „t„..,•,..„,,, Notation: �, REVIEWER'S INITIALS: DATE: `f , ='_ I'(( �r s' :.' ih Y 3 Permit Center Use Only i 1. Z'v CORRECTION LETTER MAILED:; Departments issued corrections: Bldg ❑ Fire CI Ping ❑ PW ❑ Staff Initials: . ; , , ,, o AP v _ Documents/routing slip.doc 2-28-02 k v i� ",, • - - .-. - J " ,4 sy , City of Tukwila o/ 41 z Department of Community Development - Permit Center W ( akt r � �� + : 6300 Southcenter Blvd, Suite 100 ' N'•. , i;►,',t 2 : ! Tukwila, WA 98188 : •• ' O r '�- � - - - °'' (206)4 I -670 , 1908 I 5 . � REVISIOLV SUBMITTAL - es . Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted U O I through the mail, fax, etc. w 0 � Date: � !�J Plan Check/Permit Number: PO ` 1 2 . D O ❑ Response to Incomplete Letter # WT 2 t- g Q Response to Correction Letter # 1 co d i H ❑ Revision # after Permit is Issued Z = i— 1— O w j Th1k) �� Pro ect Na me: cc D Project Address: 1310 43'1 7 (✓ J- c. N • ��' J1 O C `z t 1 (' `` 7 2O o w i Contact Person: �� Phone Num ber: w w Summary of Revision: LL Ct ,i A) (1/ a A s F- 1 z w U 52 O H Z ' RECEIVED ' ('ITV C\ Ti iuWIL ‘ .. none, UUll I Li LUUL. PERMIT CENTER • Li i7 t Sheet Number(s): 1 j N.7p;' "Cloud" or highlight all areas of revision including date of revision t;';' '' Received at the City of Tukwila Permit Center by )( :"L , g0;', r �- U�i,' , , X Entered in Sierra on I' - 4 08/30/00 , 11 k air Y '� 5k-,� �Fi j S 1 �'ti i � 21,'1.1. { {'j ; l'f- 1 fk. "Nili6pued <.: ,, .. N.wfFR0You11 +2;1u rR } ' 1 A :44°'.) / Department of Community Development 6300 Southcenter Blvd., Ste 100 City of Tukwila Tukwila, WA 98188 Phone: (206)431 -3670 Fax: (206)431 -3665 . 1 , Fax \, .,._,,,,.. 7.2,., J i W Ili To: Shawn From: Kathy Stetson u) u_ w 0'. I Fax: 425 -641 -5318 Pages: 4 2 _ 1 g J i Phone: 425 -641 -5320 Date: June 10, 2002 N < Re: D02 -120 Correction Letter CC: 1.- _ ' ZH ZQ 2D :c CI Urgent 0 For Review 0 Please Comment ❑Please Reply 0 Please Recycle p co 0 i-- = W I J ohn Kappler asked me to fax to you a copy of the Correction Letter being mailed today on Lot 24. He already submitted the Response to Correction, which will be routed tomorrow. If you have any p • questions, please let me know. 206/431 -3684. t i' t Z i f Z .... , , I ! . :�`� R6-. t: i 4 —. . ,,` • I 't•X/ - - Y. 1, \ s , - . PUBLIC WORKS DEPARTMENT COMMENTS DATE: June 5, 2002 PROJECT: Fosterview Estates — Lot 24 . 1 W PERMIT NO: D02 -120 UO CO C. , PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any J i y questions regarding the following comments. u) u. w I 1. Please submit earthwork quantities since finished grading is different from originally I submitted Lot 24, which was voided per your request due to changes of the architectural LL plans. z W F- _ : • z =_ 2. Label existing water meter, sewer manhole, and storm drainage catch basin (see attached mark -up). w w 2 n : D o , . 3. Label the street names on your site plan. Lot 24 has three frontages — names of two streets ,p � 1 I are missing. Show North arrow on plan. w ~ W 4. Provide additional plan sheets. List of missing drawings was forwarded to Mr. Aaron u- o Swain of Kappler Architects, P.S. during June 5, 2002, meeting with Joanna Spencer of iii Z N Public Works. v = o z., • r,.tr;. . — - - - • lot 24 vicinity map \ 4.1 -7 \1 7t) t---i- -,.,...., _ , - ...,., T.- --- -- C i ••••• / 4 . - ...,.....-- 7 1 SEwER -, . -- 3 Is \ . _. \ ./ • ETBACK 41■0 • s ,/ .. --''EASEMENT ., \ _. 0 4 .- . A •1100,....01e 1 Ira \, 0 Ob — . .. . . , ■ .- c10=-' 0 ' sN, . . a e get , . , .. . \ ,.. ■ . \y, ... _ .. reaft.,.... ‘..,.....,... „ \_...„„,•",,,,,, 0 0...iisca k ,,,,„ - ... , , .. \ \ , ........, -4- , ,- \ 7-- .....,-; • , , . ., .......,,,„0.00 --,....„--, r,..,. .,- ‘..,,A. „ .... --..., , \.• \ 7 V p tA , . , (.. .. . .,.... ..... .„— „.„....- .., v it...„,_, s, _......, \ 0 `, , CONC. DRNEWAY 4-1,c1. *0' 0 \ ■ \ -; , '., .. • , '-- A -.. 0 . ,. \ , . . : s 's ' 'I 41111 • \ \ ' ‘, : .-. - ) \ . ., . - ' . .. N. .!'" .. /di ,- - -- - ---- \ LAIL . i ''s i \ \ \ \ . .. 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" : :',4 ,...._ :,;k7g4 pit.%-- Kt ;:i '. .-* v...i= v4,1 7 ":, , t4 :■.:.•4 ',1 , .;-.::*?..,* - ..e,,*:,i,A 0 1 F T C H E E I T DOT 1 IS D U UMEE TO O I TNHTEH QUALITY Sv LITY T N _, : i24.„---_, NOTICE TH I T HIS ; s 1 . FARAMEOIFS " crv- yq iv W ...7:01 V!..= V.L_T:: f V. a ,fil x. - 1.1 rfe,4. • - c - 9 . -- 1, 17,1i,...,1-! -.,---.:.:; k l,-........--;-,-.--2... fs:„...—.. ..., ,.;W:'.::: , • - ■ . . - . - . . . • . . • . . ' . -• . -4I 7 t °i t 1 MIMI • •• cra t 1 +7 71 NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN - THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. - - I E.1:- - - A -"ail . -; ,, APPROVALS OR CORRECTIONS: DUE DATE: 06-11-02 _ '.< t;, I Approved Li Approved with Conditions Not Approved (attach comments) X :). ,b /,..-‘:,:,:, Notation: t f REVIEWERS INITIALS: DATE: � � ,�; Permit Center Use Only t 4fi ±' CORRECTION LETTER MAILED: 4 n0 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: i '.a �'t: ,.: . e. ' Documents/routing slip.doc tk i 2.28.02 x. " "' 'tt vmwwR >M�i!M == gT/�1MtY1V..lvfwlro ,a -- �- • .s.�n ..... ,. ,. � "•.. — c:- - -- " •-- - • -. . N 4.r ; . ,,, , Permit Center Use Only qN 17 n 4� pct" CORRECTION LETTER MAILED: M Ari. De artments issued corrections: Bldg ❑ Fire C] Ping ❑ PW ❑ Staff Initials: u. .4 p . lib Documents/routing slip.doc p r , 2.28.02 4 i i . lhir l •�!. `a.mp r...,...,,..•. .. ..... ........ ....•.. ..,.......,._. ,nwwnworrcM�" ';k+'1�i5MYt , . -/ .. J - - — "- - -- r— -, - ,- . 1.{ .. S ,...., 4 PERMIT NO : Doz (, Ol TENANT NAME: I `CY UT €lam L BUILDING PERMITS INSPECTIONS CONDITIONS ❑ I Progress Inspection Status ,( 10001 No changes wiII be made to the plans unless approved ' ❑ 2 Pre- construction by the Engineer and the Tukwila Building Division 10002 Plumbing permits shall be obtained through Kin ❑ 3 Investigation � g P g King Co Z ❑ 4 OK to Occupy 10003 Electrical permits obtained through L & I 1 ❑ 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit L ,I,... Z ❑ 6 Follow -up 10005 All permits, insp records & approved plans available ❑ 7 Pre -Move Inspection 10006 All structural concrete shall be special inspected Q 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified J U 60 WA Ventilation/Indoor AQC inspector U 0 ❑ 70 NLEA Inspection /Modular Struct ❑ 10008 All high- strength bolting shall be special inspected U) W ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected J = ❑ 72 Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila N 1— ❑ ,90 Rested Building Division 0 ¶ 95 5 Footing Drains ❑ I00I 1 The special inspector shall submit a anal signed report l 100 F Footings ❑ 10012 any new ceiling grid and light fixture installation rid --I `J 200 Foundation Walls ❑ 10013 Partition walls attached to ceilin g grid Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment N D 300 Concrete Slab /Slab Insulation ^ 10015 Engineered truss drawings & calcs shall be on site = Cy 350 Crawl Space /❑ 10016 Any exposed insulation backing material shall have IF- _ 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation Z I-. n• 450 Plywood Wall Sheathing ❑ 10018 A statement from the rooting contractor verifying fire I-- 0 1' 500 Roof Sheathing Nailing retardant class of root' Z W 1., 525 Plywood Deck Nailing 10019 All construction to be done in conformance w /approved 2 D ❑ 550 Exterior Wall Sheathing plans U p ❑ 600 Masonry Chimney p N , in 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project p ... til 700 Framing ❑ 10021 All food preparation establishments must have King Co W W 750 Roof/Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of I 0 4 r . .• 800 Floor insulation 10023 Notify Building Division prior to placing any concrete Lt. F- 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 Ili w 803 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected 0 _ ❑ 815 Lighting and Controls L / _ _0027 Validity of Permit 0 1- >gg e..�..,. t. E ❑ 10028 Rack storage requires separate permit Z . Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening 10030 No occupancy of building until final insp by Bldg Div 0 ❑ 1110 Pre -Move Inspection ❑ 10031 Comply with requirements of TMC 16.04 ❑ 1115 Motor Inspection 10032 Remove all weeds, concrete, stone foundations, flat t ❑ 1120 Pre -Demo concrete ❑ 1140 Pre- reroof ❑ 10034 Removal of septic tanks require approval and ❑ 1400 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 of O will be required for this permit ❑ 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI 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 8.2 TMC _ ❑ 4004 Special - Welding 10041 Ventilation is required for all new rooms & spaces i ' _ ;,,r. ry ❑ 4005 Special- High - Strength Bolting �� 1004 Fuel burning appliances 5 i I ;ta 0 4006 Special-Structural Masonry 6 ; '1.1, ❑ 4007 Special -Reinf Gypsum Concrete r:. 10043 Appliances. which generaterTM ❑ 4008 Special- Insulating Conc Fill i 0044 Water heater shall be anchored , 4009 Special-Spray Fireproofing ❑ 10045 Reroof ;id•"" ❑ 4010 Special - Piling, Piers, Caissons ❑ "Anchoring - All new construct and substantial ❑ 4011 Special- Shotcrete improvement shall be anchored to prevent flotation" ji d t ❑ 401'' Special- Grading, Excav /Fill ,qx ,�., ;,��2r,4 ❑ 4013 Special- Retaining Wall F "t i 4.. r � � O ❑ 4014 Special- Panels Plan Reviewer: Date:J '. t?... 4015 Special -Smoke Control System • : ,,,. • Permit Tech: t ( i\ Date: ' klti 1,114 41 i . eil iie. .1.' :31Su ■ ,` • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 120 DATE: 05 - - PROJECT NAME: Fosterview Estates Lot 24 Z \, I_ z . z i U — Permit Center Use Only ~O H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z { Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 11 TUES /THURS ROUTING: Please Route n Structural Review Required n No further Review Required ,, REVIEWER'S INITIALS: \. DATE: \ Z 2...\ 12 1 APPROVALS OR CORRECTIONS: DUE DATE: 06-11 -02 - Approved _ Approved with Conditions n Not Approved (attach comments) ) 7, j a, { Notation: . t F. : x 4+ `CVs - REVIEWER'S INITIALS: DATE: ' ""�' �� � c ],� Permit Center Use Only CORRECTION LETTER MAILED: +k ' ` e r Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ),�, • EI�z!, a' Documents/routing slip.doc !rte . �+,t,,e 2 -28.02 {fin ty4�) t I gtga I J� : . . '.-, :\ fi ,,,,> PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -120 DATE: 05 -13 -02 PROJECT NAME: Fosterview Estates Lot 24 z • _ 1 SITE ADDRESS: 13701 43 Av S re l , 6 X , Original Plan Submittal Response to Incomplete Letter # v o to W 11J Response to Correction Letter # Revision # After Permit Is Issued (0 u. w O DEPARTMENTS: J Building Division n Fire Prevention Planning Division I N d . = w 1 Public Works Structural n Permit Coordinator zF. 1 i Z I-- D DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-14-02 v o } Com plete A Incomplete n Not Applicable [1 0 H . Comments: �A.c�c -- kr c 4 ...,4 ) & s i 0&i 1- v z Permit Center Use Only U O INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z 1.- Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: . TUES /THURS ROUTING: . ■ Please Route Structural Review Required n No further Review Required n . Al REVIEWER'S INITIALS: Al &i DATE: �f/ 4 i APPROVALS OR CORRECTIONS: DUE DATE: 06 -11 -02 � Cr..i p� �1 i �.:aii� � 4,� 5 Approved Approved with Conditions n Not Approved (attach comments) , '; ,, , J t �;: y Notation: .'� r iY REVIEWER'S INITIALS: 0 C DATE / f 0Z :t t. M, Permit Center Use Only k ^ ' ; CORRECTION LETTER MAILED: 4 i 1*:' i Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: I Wet! , Documents/routing slip.doc tt ' 2-28-02 :74, '), , ,t V,• . L. ■ � `` '2 \\ PLAN REVIEW /ROUTING SLIP i , ACTIVITY NUMBER: D02 - 120 DATE: 05 -13 -02 i t PROJECT NAME: Fosterview Estates Lot 24 Z cell SITE ADDRESS: 13701 43 Av S l S. J C) I _ Original Plan Submittal Response to Incomplete Letter # N o tO al J F_ Response to Correction Letter # Revision # After Permit Is Issued co w O DEPARTMENTS: f 2 u. ? Building Division n Fire Prevention n Planning Division n u) - a W I- Public Works g. Structural n Permit Coordinator H 0 W F ' DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-14-02 D o O N 1 0 I- , , Complete ❑ Incomplete U Not Applicable n = w . U Comments: U ~ ,,, � l 0 Permit Center Use Only ~ 1 O 1 INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z 1 Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: ‘ Please Route ' CJ Structural Review Required ❑ No further Review Required — i REVIEWER'S INITIALS: LOUvv ■ DATE: /i4/oz APPROVALS OR CORRECTIONS: DUE DATE: 06 -1 1-02 Approved ❑ Approved with Conditions Not Approved (attach comments) gi 'i:7'�sx:`tB';r; r'i i Notation: flt;p ' ` '`� ,:`'fi {� ,��'�' REVIEWERS INITIALS: ji5 DATE: //O7 , tr Permit Center Use Only CORRECTION LETTER MAILED: ' . Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ' H. 'L" Qocumentshouting slip.doc 2-28-02 4k ■ .. ,... ......,, .._, _....... .... .. ....,, 1 { PUBLIC WORKS DEPARTMENT COMMENTS s - DATE: June 5, 2002 z PROJECT: Fosterview Estates - Lot 24 w 2 PERMIT NO: D02 -120 • N o . PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any cu 1.- cu I \� questions regarding the following comments. LL f. J� q wO 1. Please submit earthwork quantities since finished grading is different from originally - a submitted Lot 24, which was voided per your request due to changes of the architectural N plans. w ' , I- I- 2. Label existing water meter, sewer manhole, and storm drainage catch basin (see attached z o : mark -up) . w 2 1 0: 3. Label the street names on your site plan. Lot 24 has three frontages - names of two streets V O } are missing. Show North arrow on plan. I ° ~: 4. Provide additional plan sheets. List of missing drawings was forwarded to Mr. Aaron u- p, Swain of Kappler Architects, P.S. during June 5, 2002, meeting with Joanna Spencer of w z; Public Works. U = O • p. z 1 f _a; yt %L I y .. p •: - '. v.:..... ....._....,_ .. ..... ,. .wc... wWnrFTMrfivNru .:vn` +MMIh1'Rlrtlar. Vib$(/k{�r� "n .S- flirKYtc.l I tjle O • OMEN et,) • • riV aro NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. r _de - - -, .., '' , '1= w C ITY 01 JKWILA s 11 .�; � ,�. o Permit Center .• %1" It 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 981 ��vRO��ruKwwA .` 7908 '` Telephone: (206) 431 -3670 M ma Certificate of Water Availability Z PROJECT #: e- t' Vlec� > *(Required only if outside City of Tukwila water utility district) , = i..: H- w PART A: (To be completed by applic u� � Site Address (Attach map and Legal Description s owing hydrant location and size of main): f 1gWrt erg (n #�r.'r'iiation.;- _�_���c�r �> ;; �t� .- :���:,- : ,. .i%:.c, er rs ,,,„ �, /_/y; v o /3 7 i l'A3n ., ,&-e - /2 a) w �:^ '�.I.�' f711fr:.; v Y4. �Gc rs� ,,, .. :,.�;:.:��;.:_� A� .-I v N Name: Ott. n2J(�.lo�yy \QA Name: t ()1 K�r h.i - w O Address: Address: Phone: 1 4 -,D.. - 554 - l Phone:. r J - (off{ 1 ~ �j& o Q t'�._ (_1' This certificate is for the purposes of: = d F-w Residential Building Permit El Preliminary Plat in Short Subdivision z F =.. 1:1 Commercial/lndustrial Building Permit ❑ Rezone ❑ Other Z O w w Estimated number of service connections and meter size(s): S /3 )( 3)t4 t t Vehicular distance from nearest hydrant to the closest point of structure ft. 8 Area is served by (Water utility district): � � 5 1 ` r . has = U co Owner /Agent Signature: Date: 1" w N PART El: (To be completed by water utility dist 0 F. _,i2Act.i. a CIL- The proposed project is located within _ I. L.t L • . (City /County) Z The improvements required to upgrade the water system to bring it i 4 compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: '1 (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 qpnl at 20 psi residual for a duration of 2 hours at a velocity of 1 L fps as documented by the attached calculations. I hereby certify that the above information is true and correct. ... 4 ay .. IP T_L__ IL......._ j Agency /Phone By Date 1 PART C: (To be completed by governing jurisdiction) f:,«,x Water Availability: El Acceptable service can be provided to this project - ,�tis,_ { 171 Acceptable service cannot be provided to this project unless the improvements in item C2 are met. `.'� yY El System isn't capable of providing service to this project. i, s ,,,,. Minimum water system improvements: (At least equal to 82 above) ,: ;,,.,: (Use separate sheet if more room is needed) \, >x .3 r 9 �:rfiF!ri� �IfiN x P -AU' — — s Aciency /Phone By Date g IV1.Y.en`b i. ,.W'= I'. w•n...u:.u+n . rr r,"-'.••vw Fnv..H.+'ek 4,.eH<.w :.i.r•: .. h•.• .•, •.+• +..: I.. . _ 4i. -... , .. r - `l - .Cr" -,] (: .1 1 . 'WORKING TOWARD A BETTER c ; ;.!IRONMENTI 14816 Military tiad South l.` 1: : , 1. - P.O. Box 69550 \ I Phone: (206) 242 -3236 1: SEwER DISTRICT / _ Fax: (208) 242 -1527 1. CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY • • n Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) , 1 Purpose of Certificate: CITY OF TUKWU -•n. a Building Permit ❑ Preliminary Plat or PUD ❑ Other i , Short Subdivision ❑ Rezone PEUMII 0:14T1.: Proposed Use: • Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other I I. Applicants Name: , v • i ' - . -hone: - ^,� : i. Property Address or Approximate Location: 13141 L(r (,St l -, •.. Legal Description(Attach Map and Legal Description if necessary): z • y� ''{gy `�--' • 1 • H Z 1G 1 12d0v— 0 240 • U • O Part B: (To Be Completed by Sewer Agency) `.. w w i J 1. I a. Sewer Service will be provided by side sewer connection only to an existing In " size sewer • co U. 0 feet from the site and the sewer system has the capacity to serve the proposed use. . w O g ■ OR ❑ b. Sewer service will require an improvement to the sewer system of: g 15 CI (1) feet of sewer trunk or lateral to reach the site; and /or co d ❑ (2) the construction of a collection system on the site; and /or i _ i—w zI • ❑ (3) other (describe): H I— O ' z F— WW 2 . U 0 2. (Must be completed if 1.b above is checked) I: o CO . ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive ' w plan, r H w OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. _: u- O z • i di N i 3, a. The proposed project is within the corporate limits of the District, or has been granted Boundary . o H Review Board approval for extension of service outside the District, , z OR ❑ b. Annexation or BRB approval will be necessary to provide service. l:. 4. Service is subject to the following: a. District Connection Charges due prior to connection: • U GFC: $ RSO • D SFC: $ UNIT: $ TOTAL: $ . (Subject to Change on January 1st) .. . King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by t: King County after connection to the sewer system. (Subject to change by King Co/Metro without :. notice.) 0 b. Easements: ❑ Required • ❑ May be Require :.:....,,..L.i. c. Other: k ;;1 dh ea •,,,,, - S FF ' l ; i. ` I hereby certify that the above sewer agency information is true. This certification shall be valid for one year R: N ,, , from daf\ o mature. f: • By Title a te 1t I ,„ .4 1 Rec' lential Sewer Use Certific -- ion (To be completed for all new sewer connections, reconnections, or change of use of existing connections. sik T his form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) VW 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) . For Kng County use ' '';,tel;' Owner's Name v _ s•.) & . ., _ . i , ,4a { r - ' , �,, ,, Z (last, first, M .die Initial) Acc # � 3' zn f 3 e = ,e s } 'o ( c '4 < P r o p erty Tax I.D. Number 26 - - oZ-4 r r; ' � t,t' \. , 1 Z • Property Legal Address: Monthly Rate r � k � ' r r " , v re w • q Subdivision Name/W*4' 14EO E!'+Tn i Subdiv # S tx M .Due, �� t YiS; p,' , ��'; • Lot # 2`� Block # � G' ' r' s„ Y c) O Building Name J ° , j' �� 1j,,. vim) o (if applicable) • ; 13 '�r�' �, , ill = Property ; ' . e # �� } \ ,; r . , , u) i— • Street Address 13701 43,w PL a O ' Cit State, Zip , , } 4faY �,; %'1, 5 Owner's Mailing i' . f r ;, ., { V. i g l, r =: � s z r . Address PU t Sac 8 t ▪ ,,,4 r<., -. ,N,� • (If different from / : r` S' VF, VI;' "? = W above) 6V6/ A QQ ZO ( `,x ; ,`� ` t w'. ,1 4 .‘14 , ) , -, I-- _ • / � Q d d , a ;` , ,. , ; I-. 0 ' (� ) 33 I �D -I, � c _ �.� d * S , t��p r ti :tt Z I"� Owners Phone Number ZS r rk - n3r x ,,. �. W ice/ 104/ z�/� , �, , 2 w 5 Property ( 2 ) / �✓ L .a.wlpk't .S �� �. _ . Pro ert Co ntact Phone N umber ; " klrwt'fi af�Y + _ zS v co Party , ,r t �' r� � >" ? .,' F i.` .- � . { 5. f 1 i , �A,p2,.al W r p — t i� �f� "4� i 0 to be Billed r' - > _ i, `' `' g (if different from owner) i Y F t ' s a t` , , a nt ; . ' '''� = W • . `Y ! � , r r t- I— V Party's Mailing ` E Address r; ° , 4adr�. — O (it different from y - i • r j . . I { I lY f , .Vi't• , ' ▪ ti' ti "' � ', � Z � +j — iii above) -, _, ..f '..'...',;::::::::::.-. ..4111 � ,e J, — U) r x t *;r; .ro a 4 _ I r . • :w , , h ip 00;: > .0t yS � 1 7- 1 1 i. i�t ,.4 y Sir O I. City or Sewer District AL-- We- :M Z Date of Connection � }f� I , ,r' _ •4, 4n � ' .4 Side Sewer Permit # Do7 - 12_0 . r � r '� RECEIVED « ai � Demolition of pre- existing building? El Yes O No - CrTY 4F v T, , „ s; 1` • . .. rMAY 1.3 •ZOO&�i 1ji } Demolition Permit # Residential Customer PERMIT CENTER ' Please check appropriate box: Equivalent (RCE) & Single- family 1.0 11 Duplex (0.8 RCE per unit) 1.6 RECEIVED [A 3 -Plex (0.8 RCE per unit) 2 4 CI ,'‘f of TU ILA C.] 4 -Plex (0.8 RCE per unit) 3.2 f ii',' .y 9 200 r14, [_I 5 or more (0.64 RCE per unit)?' • r= No. of Units x 0.64 = ;t G NITER Mobile home space (1.0 RCE per space) ' ° � -• No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. s..�, ...... ,. : -. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information t ; r ? and any deviation will require resubmission of corrected • .ta for determin ' of a revised capacity charge. k,h ,,-� ' Signature of Owner /Representative �—., Date F - - 6'0 2 fit; �;; ; , /, Print Name of Owner /Representative ' 4_ ' 1057 (Rev. 2!00) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer �''4' , ,.,, „ .. .. . . w, .w.++......... rw..w +.r+w. rrr w . «w..• w... . - -. - v,.ct- - - �-1 :` I •_ •_ • __ • - . • 'AU% !►• /JV••r 1A►L:r7 WI UUY /IIU3 °''' Daily Field Memo a� 4 TERRA ASSOCIATES, Inc. Project No. 1s1s - z Consultants In Ceolecnnical Cngsncering, Geology and Memo No 110 Environmental Earth S(.•ience7 D o t e , 6 - 2.N--o2 Project: Fs:e r E 4 1 $1 Suject: __.J- � ePe s.___. Z Location: T�.lc,, t 11. Contrt►ctor. D,� \ ,F Z CC 2 Weather: _ G.._ Present At Site: Scat+ _.) 6 m UO i. r ' O 0. • 4•116^5 t_ t -6. I l`..nf./.. 1 .....,ti* y r„ t tom. s a... .ge W O } . . _... - _ .. - - �_ '+ Iy It 43. elk1..n a 1 - — CO CI r-e z7 w.� z. 1 u s...11 d 1 �:1� Vi e , — . Q3t r . I- al I- O r' . -..>a 1-.......i.4_,_ - _._ __— w F- uj 2: • .- .......w .w.._- _ . 0 . - ell W Z - Field Density Test Data LL - Z Ten Depth i Dry Relative w N Test Location Depth Soil Content Density Compaction - Rennarks _ - = No. (ft.) Type (% j ) (PC) (T 1.- F • .�. ► - — .. i I5�..0,- L424 £4 a.et. S5:‘± DD 8 - $ ' : 1 Y 7 , gr }1 N . .MC& fi,. to T 4h:4' 56= DO 10-1 • l ILr_9 ; _,,- _ . _.,...._ _. --- .__.___._.. l-- 4 _ 1 , ! , I I . i ---- r-• -- I .-•- 1 ._...r.�..�. _� ..._.. r — I ■ f I — i 1 ,1,. 1. Note: The abore test results represent sod compaction at the sr ecific locations and depths r+oted. and ratty not be repr entttivc of ^ t o ; compaction at other Itcatlon+ or depths. �i;.;�. ;. iv,',', �" RR -- / 'n 1` ., ;; By' 1 3er - ?a 11 Co to: "! 1 by�r..Jb / 41A r: ft ` ., _ () - ;o • f r an l p . ZO UZ . • Au: U�..DiNG t - _ . ‘\ .. ..... ... ...., acrnn naaut.LA '�� it 000 /003 4 IVY ... ... TERRA ASSOCIATES, inc �� w. 4 �`.: Geotechnical Consultants A ' 12525 W inows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821.7777 • Fax (425) 821 -4334 Z \, H Z FOOTING EXCAVATION EXAMINATION REPORT ce 2 . . t > ., :.,: REC IV ED ).w.. a ,. ` ,. TERRA ASSOCIATES, Inc. ,; iv . " Geotechnical Consultants �i : 2 J 7��2 � .a ' x . . ,1 7 12525 Willows Road, Suite 101, Kirkland, Washington 98034 BUILDING Phone (425) 821 -7777 • Fax (425) 821 -4334 DEPARTMENT , .",' ''' . . . . • z \, Z FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED e.• /z 510 2 PROJECT NO, /5"./$ . 2 U O CD 0 • PROJECT NAME: a tl • 1, J e- 0 —✓> PROJECT LOCATION: - 'kr`'; / J = iJv C•r f I,•t > ' c:�/ ► C / f? o,ru'c,) (n CONTRACTOR: �J REPRESE W O . 1 1 / �` c" / �) ,� 5" - , . � ,� 4 / / NOTES: - -i , -/ = ��:� -*' •', 1 r .-r rr/ a � •r,, c,• /� cr i �` ;•� -� „ / a � �' f1 J i S• /( Jr�/ ? "/ ' - OQ ! i'S I G;�i! /0(..- ,�)Lt /J /I% S • Ii• // G:' G�J�� � � ..,, .. M :, i i ( �J fa /'_) � .n :, -:, ,t ,,)/ /00 l ,t 4 / •, /NI (G C:-}'? Y 'Pent- dL�^,J� ; -- r- "00 Irkt 4,.,u,�,,x5;; CI S "F' G Jr ■ u r f i r , ) .1 c • ■ � ' / 1 �i'( ° "'.►_.. . - / 4..' , J 6 s 4 4 Our representative has examined only the footing excavations listed above. The results of this examination are only valid i for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened : _ ; • ` soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. " 1,• COPY TO: ) / J9t" SIGNATURE 'gi hs 1._3 r`i ,-1 1 -. -111 I I WA;,, �a TERRA ASSOCIATES REPRESENTATIVE Y' ,e ..,... iA ontractor Registration Card:'~' ontractor Information in Sierr gary bumstead LEENDERS DRYWALL, Inc. 413 B 19th St. # 166 • Lynden, Washington 98264 (360) 354 -4629 RECEIVED OCT 1 1 2002 vapor barrier 5327605 walls and ceilings J L l I' 1 ' 11u LJ i_ FILE COPY ) i � I I1_ -I 1 I 1 � � i i 1 Ij I I , II I I ,1 I I' .l-1i 1 - - . : 1 approvals are t < # 7(111, 1(11' 11 11 1 1 1 �IjI_ 11 Ii �L i i 1 _ y I; " I understand that the Plan Check approva �J -� i t I ∎ subject to errors and omissions and approval of l ` .IMIIII tans does not authorize the violation of any i \ v_,_ 1 ' f µ ; iI I I 4,07:),„ ' I 1 / \ I 'I plans does copy of approved plans acknowledged. ( Ui Y � II 1 I lI�_L I ._1 I I I_ :Li I 4 -41111. ' i � Illtiiili I ' � I ' r ► �\ I s II i I , � !II 1 i lJ i 1 a_ L�J .1; II 'I 1 u I -1 _ 1�I I i d \� I ft1 i ) , A Ii; � `��� ' 1 1 111 I I(lf I i I III � , ' ` r 4 By' �� - p I? l l �t i � II 1 -1 J II I� I i1 I 1 t, ii �. {� I� i_� _: 1 is IJ L� II I) II LY 1 I- Li j i ,� 1 !I is 1 � �`, Fes Da .r - — o z �/ ! � _ _ _ U El I I —L Permit No. P 02. I m CI Pi ft!� I \ a ,fi �.1 I fII \__-- f _ m 'I r S E PAR T E PERMIT a s .11 i 1 ■1■ -�■� 4 REQU ITED FOR: t u 5 . ` o 3 o nl ; x _ t in 1 1 j t a [ 1 •1 'I'! l II �� ( ;� 1 1 1 ir►J L�I YIi�f a l - �L3 1: Ia - , : -- ht� -� f1 ll : I ILL I 7 I I :' 1 I t i 1 1 1 i I I t t I I Ii 1 1 ii 1( " ._�/ f II t � ! �t� 11.7 , ` i ' ! u 1 r ' n � e rLJ6S33f.IG es es a y 1 i _ I II I! i 1 : I• 7, k Yt I I I u i t E I; l i,, I l:' ti I .I^ { ;, II T.. 0 m i t n 15 11 l i l ,, III �, I :. , I .. , , ,� 1 - `ice . 1 d \ GCS PIPING m m m meu hi A FT Iai1 . .•�1 • ,,, ' 1 , r '\ _ , , , l cm( OF TUE(VVILA o e e a . i — 1 11 ■ ■ ■ ■ ■I �11� — 1111 / i 0 - t i �� — BUILDING DIVISION MI i / S • ■ H ■ 1 �I I�I I ` �, Side Elevation 11 1,,,_ ..L.■s i ,I / ' ml 7 1111 11/1 111111 p 111h 1; 1 1 11 '.. I : : Mi 11 t k , / O CHANGES AL BE MADE E m H , ��. ` _ v I 1 a 1 111 11 1IL � 1111 k, 4. R C a 4�Q ®� �� U IT~�UT NISI o ;'''���. ,,���I I IIL.r =I un111 ('I Inn I w _ .� '' '''' - - 1111111 ,11 t i A ' nOVAL OF TUK�i1LA BUILDING DIVISION. a = F AR* I �/ ■ ■ e 1 1 `.. NOTE REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL * ! _ ' � -�• - - -- ®�a.� � ! 111 :1------- T1"1 -0d ���` - � j ' r1111i i Il ` i •11. - , fie'„ r " , / AND MAY INCLUDE AoBrTaNAL PLAN REVIEW PEEa mo s , s lr - 1.1_ /1 I sv� t I F • 1 1 IR ifi 111 111111.. ��' � ... w 1■[ '■'1 ■■ 1r1r' p a �I' Milli" m L. ° `_—� - �� �� }m � I� I � I ,i_ i!' I He im en 1 r�l 11' -; .•11 � t , N ' :� w 4 , 4 DRAWING INDEX z � o 44 / �,, A Im _ I _I_I_ ��i'- Al. CODE NOTES '� , 8 0 0 0 _ H — L_� A2.1 FOUNDATION 8t W L - - -J SQUARE FOOTAGE. LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING CI MAIN FLOOR 835 SF MA FLOOR PLAN iii Ill UPPER FLOOR 866 SF A4. UPPER FLOOR FRAMING BASEMENT 162 SF A5, UPPER FLOOR PLAN z TOTAL 1863 SF A6. UPPER ROOF FRAMING -- A7. ELEVATIONS & GARAGE 637 SF BUILDING SECTIONS 0 o DECK ! PATIO 117 SF Di. STANDARD DETAILS PLAN #1843B SQUARE FOOTAGE 15 MEASURED TO THE D2. STANDARD DETAILS OUTSIDE FANCCE E WALLS- STAIRS ARE EN °,= SL LATERAL DETAILS COUNTED O E CALCULATIONS. OP FO ST E R V I E W ESTATES L ®T 24 TO BELOW SPACES AND GARAGES ARE -0,_,, Do a....... NOT INCLUDED IN CALCULATIO�i (5- S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE cis Rear Elevation 32' -0» • cL S jao . " a s co P :S : atio v MA-- ri Th— W .I. C. _= __ V w > ' Storage -1 Kitchen Family .- • g ct r1 \ Bath Bdrm #3 r1 r Y MINIS 15'4'x12'4' 1 1 t t 1. 10'Tx10'1 N I x10 p1 i DP M . B 1 '2 m — ' 11m U -- ( 10 t O �� 'ul nm III ' _ %'J Ha _ h 14 1 to �i 18'5"x254" � F } :!! n '.1:11'!1- I'll i �1l1 ` Iiiq DN �1'� 03 ��// Office Dining F oyer t Living n N: h 110 °x9'9' 110'x10'0' Y 12 O»xlr0• M. Bdrm. Bdrm. #2 ' TITLE ! l��l�( I I ® corn:no UNPrISHED wank 170"x137' 13'11"X12'' PERMIT CENTEG •II "' VlrB KMPLER nvso Porch -m © cOPYPoOM UNP UBUSNm WORK JOB NO.: 9908326 KAPPLER ARCHITECTS P.S. II 1 DN. I c ca uN PUBIJSxm waRie " a 1� � I • i�IO KAP PLEA AB80pA7E9 ,Vida1W,9 • ❑o it lR L1 L, L, I it J D ' ; - ;;; - SHEET Side Elevation Lower Floor Plan Main Floor Plan Upper Floor Plan 9908326 ilI i■ , kr i t i peAar_... 1 � L 1!1 4 4k . L .— I L I t f �� 1 � �. i i A ' j:j rr rrr � �r r � V /, ;frtI1 __ r ,_ �� ® ;r err N ....,........_ r r r r r .... r r/ ^ rte' --;""\ / rr /r r r rrr ,�, \ II W / / / = r r ..�r"C \ 1' 1 m / r r r \ , r ; ill l 1 .___ : __ : ,..______ :::: . :: ____,,,,,,,,,, r / / r r / r / / r / f::::!:i ., 11 , u o of r EA �r _ _ + ", r` err :/ / , r / - -- / , / / ,• , r r r , , �" I r .�' — -- r �"�� __ �" �"��" rrr � KEY PLAN • I _ ,-. ,� ,-. �" r , e� y r / � '. - .rrr .� --+� r lr r r ,_.,�' .-J i r I , r , 1 \ A/ � , r r f ..� % � `s /�` ,( \ f „_, `\ P L .i. 99,. WV :..: ffe /,--, .4.- ', .-, Z ..-- \ 0.4 , .-----. 4d 4 400 i I IF , A",' .4' /* , , / / - '1° :-40Z i liiii,.., / '‘r -,---. .-. A :-•-• \ ' P.4 PHASE A PHASE C ,_ r � Y , , /rrr / r _ r \ +� �'� 9 I ' r r / / 400 rrrrl.� w r� PL - USES INS �, -- - = r 1 ` Au At$, 4 A A A l r ' �'4 /.5 , , , , , - =� - r r \ E'' -' - 1s68A 2 \a - � - ` "E A , `Q r,-a C r r_ .� __ e rL ®y��/ /® . ..,r�, r , , / L o.+ --. - , �_ • \ - E. r ��1� _r f s ' i , / � v vv v ' \� f - `�. \ r i� •' I� r r .--'- `t f r,r,f SE B PHASED 1843E 6 ' vvvv r \. �� /' ' _ � . � / f / / , ' / 'ice",' fC � .'� 1 . \ \ PHA ` �� +� /r / / ,vvv ' / �,�. r ri W 2108 s ( +2) \ / \ , � 1, �„ �►,/.� ---��� ., 2 246 s :,'"• I, - ! !�/� < I w r r I ,, I\ I 1 PHASE KEY sue,;' ; ` �' % ��== H 2119 6 \ \ 449; 40, , ., �l.�.`•�= A r CONDITION \ 4. \ ( 4• / r� � . ,, e ' . \ . �r`/',', � ... g ;,:r � \ , W O 1. CONSTRUCTION 'UAL HOMESINC I ' , r / r , r l �S �� ` E..� IMOD_.D MOVED � FOOTINGS,FOUNDATIO ..ETC.MUST�BE c FO , i ! , , '7/� , �, f � (�,,/ \ , ' / ✓ ,„0 ),, r PHASE PLAN PORCH AREA IN ACCORDANCE ' TH APPRDV r'9 Ho:,.. w ' !�' 1 e j LOT # DEVELOPMENT PLAN. �� \ . r r . r / / r ' � \ f ��i 12 PLAN PORCH AREA i i \ / �- / �w / 1 AREAS. EACH LOT # PHASE � LOP 1 1843B g E T 2L 2119 2 THE HousE DE VELOPM T PLC IN �i „ „�., r l AREA IS TO DEVELO E \ \ ,� f�" ��/ / �!G% r / V . �° ' �N; A. �� " ' V K / = � .e l LOT 2 1843A T 22 B 2060 5 J ., \ w ;� `t► ;: �. g4 A I X CORRESPONDING CONS RUCTIO 1 3 . THE CONSTRUCTION AREAS S L BE DI L AS ED \ o ` I , T , , . r r - K , � � � I PER THE GEOTECHNICAL REC MMEND � NS i"' � � / 0 r _ / r / � / 23 1568A OF TERRA ASSOCIATES ORANOTHE GE�in%. I; �.��, �s� ,� /, /,,, \/' 1 ENGINEERING FIRM AS APPROVED BY TH CITY OF ": ' A.W. � l ` rI / % ' , r , r \ \ t LOT 4 2246 LOT 24 1568B 4. THE GEOECHNICAL RECOMMENDATIONS E TO BE ' ELY *I y r r r , v AS PART OF THE SIBMTITAL FOR EACH OF E SINGL • F • i ILY !r, , \/./ , / ' / / , � , r \ \ \ \ ( crenr� RESIDENCE PERMITS; ON A LOT BY L BASIS, G'• • ' •D I� vvv, / v / - \ \ , - TRACT "B" LOT 5 2108 X LOT 25 C 1843A 6 IN CONSTRUCTION PHASES. ;�� . \ � — �� / ` 1 /H, 2 246 5 THESE RECOMMENDATIONS ARE TO EXCAVATION RECOMM : DATION� B I `/ ,,,,•"\,•‘" v �' v v ) n T LOT 6 Vy V vVV \ • LOT 26 1843B INCLUDE SPECIFICS FOR: � �/`:� ° ' � v 1�wvv \ A TEMPORARY' v V . ' v v ►�,� 1 � �" , �' ' v v / \ - N _ .� " - c co � ' ,�,7 t, _ ' �n ;, . _ v ,; \ - � •� \ - e - - - - -- c ' o co AREA TO ALLOW FOR THE INSTALLA • N OF H� JS , v y � ,/ „ , v r. LOT 7 2246 LOT 27 I843A i' ,' y . \ m o 0 FOOTINGS, FOUNDATIONS AND FLOORS 00 v v . 4, _ C y vv ...,../ v \ \ / 1 N w S N B. CONSTRUCTION AREA AND PHASE MITIGA ON MEAS I vvv ' LOT 28 ( FOR SOI STABILITY AND EROSION CONTRO BEFORE AND n v , / , v w ./ � ' u v /� - - - / ems" as LOT 8 2108 1843B y ./� u ./.,,, ./ -,-. o o B X 2 C GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE BRUIN- v vv , S v v ' v' 0 v v v I v / / I �. ` " �, \\ �* DURING HOME CONSTURCTION. vv vv ; v v h PT vv �v % /- , 1 r. `__ v LOT 9 2108 LOT 29 D 1843B 7 TAHOEOPADJACENTROHEDEVELOPMENTCONSTRUCHO ARMS v'' y v\ `/-'/- 4 v ./" ./.,..\/ , >� � �� . j / j D. CONSTRUCTION DESIGN PARAMETERS ON A LOT B' LOT BASIS v \ , vs / s, ? v v uv Y. v./ v v v � J ` > � v' E FOR LOTS 21 THROUGH 3b THE UNSUITABLE ' 1 L MATE v/V., vvv f�'�S�' �w�■.�+s , oS ,\3 , vv. • ; /' rrr' "S ,,,:p/ ' �C ., v z LOT 10 2246 LOT 30 ! 1843A SHALL BE OVER EXCAVATED DURING CON RUCTION F FOUNDATIONS, FOOTINGS, AND FLOOR SLAB v vvv / 1( �� �� �l ` ��'�� m S /DITTO Y, V A A vvv �: � , ! j THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF :I' UNSUIT vv \ I RE - vvv / / � ������ %/!� !'�� ' �'?f' I ° o ^o LOT 11 !: LOT 31 r: ./.../ ',r ' - _ 0 a, o 21 O8 20 60 SOIL DURING DRIVEWAY CONSTRUCTION. , v I ., .� ., ., V v v / ` �.� �, / / �� �,, yam- � - �� w � Q P CO F. FOR LOTS 35 THROUGH 40, THE SLOPE ON THE PER PORTION' vv' v v v./ v v v v v v v • /,_� � ��s jrc� A � ' � .� v CO vv vvvv vv / 4 ! ' 1r� � 00 WI L 2119 LOT 33 A 2060 8 (NORTR END) OF THE LOTS WILL HAVE THEIR S PE PROBL MS YYwj, v v v v v v v" W / AR O V V V VC d/v vvV V V I v /• � � ' ! • O /,. CITY OF TUKWiLA CD LOT 14 LOT 34 CORRECTED DURING LOT DEVELOPMENT. 1 ./ . mo v Q I �,� vv 1 ZCI L v vvvvvv+ gym vv 21 O8 2119 6. THE APPLICANT IS TO INCLUDE AS PART OFT EIR SIN(�LE v v v v v v v I PERMIT CENTER 2108 RECOMMENDATIONS AS WELL AS THESE GEO CHNICkL 4 0,...„, C a. LOT 15 A 3 LOT 35 A N PERMIT, LETER FROM HE EOTECHNI AL r - r� r I - 1 , MOD'ED (1) 1843B ENGINEER THAT CERTIFIES ON A LOT BY LOT BAS1S,GR0 AA� _ 1,--- I \ ' FOOTING AND FOUN AT ON DE / - - - - — THAT THE HOME_ SI _ r i 2108 ADDRESSEE AND FUL U.S THEIR GEOTECHNICAL RECO, MENDATI NS' r - _I , r I TITLE LOT 16 MO 108 (2) LOT 36 1843A � : I 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINES' IS TO OBSEE • PROPERTY LIVE - rra LOT 17 2246 LOT 37 THE IMPLEMENTATION OF THE HOUSE DEVELOPME PLAN. F A ® A _ (nPncr Boallo. x321 C 1843B 9 REPORTS ARE TO BE SUBMITTED TO THE CITY OF WILA ! • ; I 99 99 LOT 18 2060 LOT 38 1843A TITA. TEMPORARY EXCAVATION OF CONSTRUCTI1 AREAS ACID - - --r r , r rr i TRACT A MITIGATION MEASURES. i --. r r j I LOT 19 C 2119 4 1843B B. VERIFICATION OF FOOTING, FOUNDATION, NING WALL I , r .7 -1' . - I S C. VERIFICATION OF BACK FILL AND PREP F0 CONSTRUCTION .- r l A --- rrr ' SHEET AND FLOOR SLAB IN AL TIN _ D 1843A I O IN ADJMASGENT ACCORDING TO HOME DEVELOPMENT CONSTR CTION AREAS I '', " � r - 1 21 40 80 160 LOT 40 _ LOT 20 2OGO I ACCORDING TO GEOTECHNICAL RECOMMENDATI NS. ,{,�� 3 , 2F -.. J % J HOME PLAN MATRIX & SCHEDULE.. THE GEDTECHNICAL ENGINEER IS TO PROVIDE C RTIPICAT�ON r ��W _ '� - O M E DEVELOPMENT PLAN — —Y ON A LOT BY LOT BASIS THAT 7'HE WORK HAS BEEN ACCOMPLISHHED IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATIONS CY9IIP E+ 1' = _ 40 ' P1.0 (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) 1 r Doa....,0 lac LIP11-4111T1 ,, I e � �/ 1 f 1 �' 1�� , ' _ --- Q IF I I , \ 7 � r �/% % /f,'% /. 7 //�/ /%� - ma y _- - - \ • it5:1; i �. �. 1, /, / i , . — i . ' j / lj 2 . u " ` " I � Y 1:;"4"--1:1;° r , / i. ` i !• 1. /y / � f P ,/ ' /�/ 40::',1r. 7 r — I ,, , , ; i p r y ° * �i , I , I, / / ,,,.. �� � �� Vi: f , ,,_�. � i/ , ��/1� � 11 r% ,, . �� f\14 ���'�� +� /,� // / / � ; �,l � KEY PLAN _ i %i . s r ,4 ' ,,. $ fir /,2 ' . , � ; , �,/ x/ , //54'',12_,/' / \ P4:: NOTE: � -/ ���,,,. �/�,_ti�,�/ , 1��.� , J �f O �.,I ;/ / / PL USES IN / i ,� G . I / /,�' ,/% / �, �f//� 1. FOR EROSION CONTROL EXISTING SILT ! // , ,:,� ?% <.a. /// . G / f ,�,. ♦ �, %,� i /�� . - , E-+ %�• � ,,,.�� // . j.�lr / ,� .,, /, , ,.� �� ,,, , /�y�i err � \ FENCE AS SHOWN ON C -2 TO REMAIN i 1568A 2 -��� /� f �� �� -- -- � ��� � �� , / i� try; � �/� .� / � .`t f :/ / � f!� �i `t �� ��% � 1 rVii. ✓ \ . � '� c ` � �/ e �► r • ,/ �% '%' f A / APPROVES REMOVAL. 11843A 7 � y ,�/ , , -q -- — `` `� / , ,r / -.1,7* �� '/Ii f IN PLACE UNTIL PUBLIC WORKS 1568B 2060 5 s. /. \ ���/ - o � � ///1„/ ' l� ` \ > 2108 5 ( +2) \ �' / \ / �� � � 'f y 0 I 2246 5 �- / \ \' \ ;;� ,\ 1 / ' `' / ' '% ;f " \ W 2119 6 \ 4ti \ ril ,/ %,, : \ unfit£ H MOD RD MODFD V :i/� /J. // dN1I'Jt � l':u LOT # ;PHASE PLAN 2 AREA LOT # PHASE PLAN PO AREA ;D//IiyT G �// 1►� • ,\ � I r LOT 1 1843E X LOT 21 2119 1 A �'•�� _ �d ; � 4 1 � , 1. �' � ' ' '',,! . ' LOT 2 I 1843A X LOT 22 B 2064 5 \��/ /f >� i.�� , - A I 1 T \ t \ \ '�G %� i'l / : -- \ LOT 3 2119 LOT �3 1568A _� - , ,_ A , ,....., v I I 6 LOT 4 2246 LOT 24 1568B � ' • , � N V �� � \ LOT 5 I I 2108 X I j 1 LOT 25 C 1843A 6 ��' %: TRACT B LOT 6 I 2246 I LOT 26 I 1843B \ '27 \ ' `� �' LO 27 _ \ LOT7 � 2246 1 1843A j 1 ` y; 0 0 LOT 8 2108 1 LOT 28 X, I 1843B °0 / i '� —� o L B 2 ! \ v - r �' �" `�, _ LOT 9 2108 LOT 29 D 7 ' . €i,;, � - - - -- Q � ,, 1843B , �` ' - t N LOT 10 I 2246 LOT 30 1843A j ; " i � � a? z { 1, irI A . / \ /,,„ i y�l ■ 11X1 d (� L O LOT 11 J ' 2108 LOT 31 2060 I i 36� ; p m LOT 12 ` I ! / �,, r I � l i o CO 1568 LE 32 2119 j l r °� r u I r =� Q r - :d � L L 33 A 2060 8 ? i REvTY -� I � .._. y KWLq I 34 , 2119 / //J ��p !�� i. --- r, au' Q. cam 1 I /l //1 J li. L� 1. -.' - _< _ _ ' - --- - ' PERMIT CENTER zoos 3 LOT 35 1843B ( �//� �� //� , �` LOT IS A moat (i) 2108 / f ► "� / ._ TITLE L OT 16 MOD F.D (2) LOT 36 + 0 /� �/ f , / /f /!f/ j / - f , 7f/ % 7/- Al JOB NO 96D7321 1 -� f : i � ; „ PRf.WER> — TYP LOT 17 I 2246 LOT 37 C 1843B 9 . " % // '/!l %1 � 1 i ' �% 4 � i (; � i TRACT T "A" i h%ro Vii' 1; I LOT 18 2060 LOT 38 1843A % f k , I LOT 19 C 2119 4 LOT 39 1843B % / ! t �S /,/_ SHEET LOT 20 2060 LOT 40 D 1843A to . OME DEVELOPMENT PLAN DETAIL 80 160 HOME PLAN MATRIX & SCHEDULE » _ P�3 % f J J ' c Y�re�E.1 - (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) r.....,11...mmerm. MIA L SOUTHGATE PARK EX RoERr 1 , G — �� � i ��� ��� i I EX. 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SOUTHGATE PARK EXROCER '�' cc `A Li i_ t U OPEN SPACE � . ; / -� ` ` I f i f j PEBESTA/AN AND PORE PORUT/1/17 EASEMENT' I EASEMEEASEMENT EX. LL'IYL: IYALL . 1 ` I I I r f L PmE SIR /AN AA9 PUBL/C Will i EX , PGYE �JC, ® /• , . ` 1J -- ice 10 MR E%/7 -_ -_._ _ f0 "PR CE TY EASEMENT BR4/ ES!/T IDRA/N (.£ / ESX/T I I . `i M \ I � I \ 0 PR /UAIE OM A \ \ . _ _ ._- .__.__._ ORNNACf ESVT 3 I - \7-'''.---. \ ` \ / `� '`: ` .�� _. `- ` \ l ,� "PR/rAl"c•.QP T+ F O Q Q I r �T``J ` � aa '\ \ ,\ \ /j y" 74---(" � a 1 ev � � _ �r 1 '! .� _ _ I�ZZ� \ \; . . `.ANV AExvi ` WznS • � ,�' � O.7 ■ \ \ + �' te e! �� ` - �t�►4� � %\ �f Cei HV� �� ■ ® ZI` f i r / ,� A ;\ G ..1,.„.8... 0 0 `'� \, �' �- — - J j / - - 4, f / -. , s Y -E & \ ' 3 .\ �\ `.<\ ♦ oho � T. ` ve�oo eo eo orn� -�� - -----y cast p i �4! \�_ ll_ _ }a - . � , 1 _ i.4._ _ '� 7tj� ...� . ' �._ .� „7----- \ i. / i ' r `� . -, , \ . il, CUT & FILL CALCULATIONS (IN CUBIC YARDS) ` `` ` ti a 1” _ �.. / ` t e + 'Q� , ® 1010 ' ;'! l"l - - -. _ °' i i ° - �', , i p \ N' . `\ ; _ _ ` \‘':',\ , ��.. THESE CALCULATIONS ARE BEING �' ;.� • ° 7 .f i' x� i� �/ ��■ : � \ � 1 i'• I ; 1 1 �._ o n f u PROVIDED TO THE CITY OF TUKWILLA l�� i —po i \ ` , a� - \ ;+ f'' AS PART OF THE PERMITTING REQUIREMENTS_ ` \ ` �� o �. y 11 / !■1 CUT AND FILL QUANTITIES ARE GIVEN AS TWO \ �. ` � S ! %• � " I . \ ® ` \ -, ' 1 SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF \ / ` \ 1 � I CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. N ` � ` - o =., r / _ � -' u; 30 - c. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED <\< c � � ^` \I ` \- _� �\ /� �1 ` <� \ , TO INCLUDE FOOTINGS, CRAWLSPACES, THE AREA UNDER ! / /�� \ /� 4 /__-1 ,`� \ " \\ c + t c - r �`. \ L - ' � - c e Q ADJACENT TO LOT \ ` `� a \ , \ ' c r e \ \ \; , �� �, ;IEr,�T - W TOTAL TOTAL \ - + �! �' i ' Ts' nc£ I �� � ( aE _ I--i LOT WITHIN R.O.W. \ \ ` \` r c�rav �` \/ Z , � - ; ; i CUT FILL , z �> c, , 1 CUT FILL \ \� \ \ � , ( - t.., g 01 3 1 p \ \� \ \ , F @�.� fl ti ,`it 348 1 3 0 ` s N 1 = \ °. \ rT W rT 4 E- 02 I 177 266 N/A 1 N/A �� \ 4 \Y f ( \ w C/1 + 03 35 37 0 4 ` �� \, °j j ► \ .. ,� !I _ _ - - ' ao c 04 60 1 14 N/A N/A c \ '.. ` i / \ _ ♦ O ;;� - 4 ' 1 (1....4 � W 1 j y ,,, -� `•:i ,�. ,,,,.,:t.,, i 11 / --_, i } t . OS 25 193 N/A N/A \ \ \ « •` � \PA ', - :T�. / ` , ,v \ .1',\''s, 06 25 204 N/A N/A ` �` ; ' -- - _ -------- _ \ ' �,\ & '' • �` \,,._ \,. PRLWER7YU.5L TYP o 1 i 0 07 22 290 N/A N/A ` �` \ , i ce �� � ;(nrACre , r r 08 40 227 N/A N/A ` = �� \` �� � - \\ , 4, v e - TR�,CT f : f : '-' ; TOTAL TOTAL ADJACENT TO LOT \ \JI �' IP T` '� . \ ---�� _ 75 , -Rtv 1 09 25 235 N/A N/A LOT WIWITHIN R.O.W. e ' i � ._�� ' ! T�, �4; _ -` " . � . a 1 / LO \- CUT FILL i � a l : ' // / ., 90.`gti.�Ffl��- =_ A \` A : i I m- LE ---- -- I I 1 10 j 35 255 N/A N/A CUT FILL \ � i b .. V ' r „ /� �r i ., , �� - /li. X. \ ,-,,-,7. ,� �L ; - �_u -„ 1 1 60 150 N/A N/A 26 449 40 45 0 as' Any€ c `, __ N. 5 .Im I, rAnav , li .': �. , ® - !`! 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CITY OF TUKWILA t TITLE JOB NO.: i I - o % :' _ __pJG- °_.•_ - / • �.�' I NE(Y 5' ASPH. {YALK ,____,,-,,,.., - ., .. ::). i 1 ---17-- . __________ tr. . . /Ar--- ,__ ' • T -- = -- -- -- -- -1 I - , SHEET A • GRADE COMPRISION I 4 11, 1 1,11 P1.6 SCALE 1:40 0 20 40 60 80 160 FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT • • • ' • $ ' . : • $ • 1 . • , 1 , , I •,.. .,,,, ,,, I•i I■IIII II. , I ' '' il I', III,I,I ''h..' 1 I IT, I ■ I i I I II --,-- .■ - - - ,----- 7 — - I 7 , I $ $ $ ' • $ I I $ ' $ • I , 1 , H ,.' 1 $ I • $ $ $ ' I I I , I . I I $ $ $ 1 I ''t ' ' I $ $ $ . ' $ ' $ • , „ , . . . , , I , • I I , - -., . . , . . I , , . , $ . ' , 1 . 1. 1 ' . , , . . ! , , . . . . . . . , . ! , ! . , I , • . . — : ,BSS TiLLI4 10 I ' • : • • , ! , •1" --1 , -- H -, r - ! ! : . __L.! - : ! ! , , ,•,„ ': 1 : , con -!,•!,–:-H- =!= =,=,• = 7 --,•: ,=•,--•-- -i--:= ,=,• --------- , . , , 1-3 : i , L. 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W/ 2'073/16' SA ° , 5/8'0x10' AB- UU 2'0'X3/16' SA __ STEEL PLATE WASHERS • 4' -0' STEEL PLATE WAS • 4' -0' - FINISH GRADE Z OL (DIV 3 SI$ET A-1) EXCEPT FINISH GRADE O.C. (DIV. 3 SHEET A. EXCEPT _` : y .-.�: ,!.- AS NOTED Q•! SHEARIUALL tn,gL INy 1';' 1 - AS NOTED ON SHEAPoUALL 1/F. x10' AB. W/ 270'X3/16' SA ST.L PLATE �i - SCHEDULE T MM EMBED. ;;;;:ATION \ TOP OF J BAR - - $ HEIG�I -1T � W' oc, RILL \ FINISHED GRADE DE � � F'a` T' MM. EMBED- • I 1 12' CLEAR CONSTRICTILTI - i 1 12' CLEAR (Dlv -3 SHEET A -U , E z j 1 (2J +4 BAR • TOP Q - _ '^` z a a o +4 HORIL BAR 10' 0.C, 1 CORER 0 M VERT. J BAR GR60 • 6' oc t i L ,e,-- +4 VERT- J BAR s 6' oc L L N § l i O (DM 3 SHEET A -1) �r { • :; t1k"� - I ( FABRIC - rm I 9. PLACE PRIOR TO �L .._ (DIY 3 SHEET A -U m ro z 0, *4 VERi. J BAR A' O0.0 ALTERNATE BENDS NOTE 5.0a MUST HEM [� OVERLAP (DIY 3 SHEET A. O ' DAMP PROOFING ( DIY l S. AI) ` ;� - 0x FOIw DA MP PROOFING ( D T 5HT Al) ,- .r Al -c A -1l 50 _ BACKFILL CE WALL. (DIY 3 SHEET A. •4 HORZ BAR • 10' ac A 1 i x +4 HORZ HAR la' ac , r .'. (DN. 3 SHEEP .4-0 -U ii I " �', TIGMLII•B I' -' OVERLAP s (N •.- TIGHTLIM1E' i . _,�7 p TOP CF FTG ' { T 0 (DIV3- Si✓EET A -il I I I !' - w - ■ DAMPPROOFING (DIY, SHEET A -11 • 1-1 m 'I - f _ TIGHTLME I WASHED l/8 MATER �I _ - • - • i \ II °, . "GFITLINE t ���_i P =1 _. ,L z'- a•nM.OVER ? O ,4, .. - • .x j -o ry'YYY r ) .a'�"'. L _ 15) +4 BAR CLAIT. -� Tq - F001, DRAIN OF FT _ R DIV 3 SHEET A 1 I TOP G >RX - R �` a '' SEE DETAIL 9/48.0 FOR I i ' I �� i '^ E SEE DETAIL 9/487 FOR FOOTING 0 =' _ _ I - I - 4" RIGID PERFORATED PIPE 1141 r •• • a3 � fi' . DRAIN CONSTRICTION (DIY 2 SHEET A -U I FOOTING- DRAM CONSTRUCTION -.� ni' 5EE DETAIL 5/45.0 FOR . G• • •. ! t,1 .mil I III r OM SLOPE) g Y+f�"' 54EET a -U l i � { H 4i FOOTING DRAM CO NSTRUCTION Ai _ 'M - - 11 '. - z (DIV.1 SHEET A -I) SOLID SUBSTRATE in L • (3)'4 BAR C.T. (DIV. 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PLATE 3 SHEET E-R5 1 EMI SH GRADE - _ _1N AS NOTED ON SHEARUALL 1 - e TOP OF SLAT a .•.,,� \ FINISH GR A D E ,' � i . ,q,5 NOTED ON SFIEARUALL \ ° I _ ilT'. TJI FLOOR FRAMING r ,, SCHEDULE T' MM. EMBED. a a_ RIM BOARS PER PLAN { 1117 4 -'" /21 BAR s TOP ' SCHEDULE T' MIN. B1BED. ^ -, - t {' i ` 1OP m ®Tots !I OF J 'A - a 14' FULL j! F :P35AEA:::::AEDthT A AR a 12 oc, RULL P ISHEGAD ABOVE AND BELOU .'L OCFULL X WALL C LAR v.A-1) D DEPf1 -I THAN V. Tots OF J BAR •je I Ur CLEAI U2 €1 1 E A -U (DM3 SH$ET A -D 1 - Q R C6'oc (U3/4• r \ •4 VERT JOARS Bz Q Y .44\' x Z z (DIY 3 SI$ET A-1) LAG BOLT, 2 . (DN. 3 5 4�T A -I)8• cc g z PLACE PRIOR TO BE I : (DIV. 3 SHEET AI) 0' • AP (DIV- 3 SHEE A -U Z? .• 11111111 11111111 11111111 AT EACH 9. PLACE PRIOR HEM a =O W b. vET- J BAR ib OL, AL TERNATE BENDS r f Q Q W y DAMP PROOFING ! DIY. l ^ �- tT Al) AlJ 6 s 1 CLEAR 4 BgC{IFILL OF WALL DAMP PROLE. ( DIY -15. 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SFiI£T A-U ; W (6) •4 BAR CLTT. ` 3636,36.0' LONG PAD "t z ` S T^ (DEET A -Il (FOR'FR(7ST) { o/ !4) 4 BAR EACH WAY f ' ' • H SOLID SUBSTATE . OLID SUBSTRATE ° SOSUBSTRAr l W z 1- rn SEE DETAIL S/P8.0 FOR ON SOLID 91HGTRATE 5. DETAIL 9ti'BID FOR 4' CQ•1C. SLAB DYER 4' ROCK v = S 0 ,O p 2' -4' S , 2'-2' FOOTING DRAIN CONSTRUCTION FOOTING DEPTH PER FOOTING DRAM CONSTRICTION 2'-3 8 L 3' OVER VAPOR BARRIOR �� !lJ 1- Z Z Z / NT5 MS (DIY 2 'SHEET A. GEOTECH ENGINEER NIS. (DIV 2 SHEET A-U M5 s / (2 - O - Q ® RETAINING WALL DETAIL (DTYP. DECK CROSS SECTION ®FOUNDATION DETAIL ®FOUNDATIO DE T ® FOUNDATION DETAIL 44 ¢ ° ~° rr 1 Nw o p z l- 1 7 3 /4° =f-0' 3/4=1-0' a- lu 10 3/4 -f-0' � a 6 3/4.14r 2 3/4'=1 -0 ' 42 `,/ p o c7 I _ W azz °p (n (V NOT€ 5/5•0410' AB_ W/ 25025053/16 SA I : 5/8'0x10' AB- W/ YM'X3/ib' SA /� � I Z O ° ( O Op O - fOOtING DOES NOT SLIDE IN THIS STEEL PLATELIASIERS 0 4'-0' -FOOTING DOES NOT SLIDE M THIS STEEL PLATE WASTERS a- 4' -0'- 1•x•'1 p z Z O - CONDITION,FOOTING SP • A (BM 3 514.7 A -U EXCEPT CONDRION, OL. (DIV. 3 SHEET A-U IXCEP! cl > O IL -� VI - EHCULAR 511RCI -I.G. ► -� ....I'M ....I'M � O � ON �OlallAll - HORZON7ALLT. AS NOTED ON SHEARUALL m L F- Z J S/8 0x10' AB. W/ 2'0'X3/110' SA 5/8'0x10' AB. W/ 27®'X3/16' SAS T MM. EMBER 5/8'0x10' AB. W/ 2'0'X3/16' SA SCHEDULE l MIN EMBED . - STEEL PLATE WASHERS s 4' -0' _. z STEEL PLATE WASHERS • 4' -0' AS NOTED STEEL PLATE WASHERS . -0' _ - D Q - rMISH GRADE - - OL. (DIY- 351 -AFT A -17 IXCEPi F IN ISH GRADE 0.C. DIY 3 SHEET A. EXCEPT TOP OF SLAB FINISH GRADE _ 0.0 (DI, 3 SHEET A. EXCEPT rots OF SLAB VEHICULAR °�UIRCHATYiE m O Z a .0 --..I� t A5 NOTED ON SHEARIMI_L � s gllg - - �tililE A5 NOTED ON ...ALL \ =n -:r-' - t - „L- AS NOTED ON 51- EARUALL N - (f1 O Q T) - .+; i - SCHEDULE l' MN Ei18ED. 11 •- - SCHEDULE T' MM. EMBED • ' ' [` Irl. -. , (2) 4 BAR s TOP 11[ SCHEDULE T' MM. EMBED. (2) •4 BAR • a TOP > W W '=` ""' 0).4 BAR • TOP (2) *4 BAR • TOP 1 - • i (U4 BAR a OP X 1 i. ,�! p ■ \ _ X X \ TOP CP J BAR •4 VERT. BAR /V -0' MN) - R C/� I g i n (lJ TOP OF J BAR r � -0 VE12L BAR • 1 oc, R ILL q� m U •4 PER HA ® I6' CG F ULL CAI Z m 1 # DI I. SHEET A-U 'A •4 VERT- BAR • A' OC, DULL • E oc (DIV. 3 SHEET A -U Lai i Z C7 Q m S I 12' CLEAR 112 CLEAR _ z • OF °�-I- R 1- ov HE1GH1 OF WALL l � X _ X - T OP CF J BAR (DM 3 SHEET A-I) p z ` 0 S T OP 6 J BAR Ip (DIV.3 SHEET A-I) L 5 vERT- J BAR GTA s 6' oc F •4 VERT. J HAR GR60 s M' ac 5 4 VERU J BAR s 5' oc r E 5 PERT J 8AR GRbO . b' oc .9 1 1 .= 4 VERr J BAR a 8• oc - I :<, 0 z z - lDIV.3 SHEET A-1/ i8 (DIV. 3 SHEET A Il z '3 (DIV. 3 SHEET A -17 z ;2 NOTE: sna. MUST BE IN O F 071,.3 SFlEET A -U z!!' (DIV. 3 SHEET A -I) z DAMP PROOFING l DIV - 7 514T Al) I DAMP PROOFING !DIY 7 5HT Al) `� g 12' CLEAR ggq(F� WALL DAMP PROOFING! TM l SAT AU E n / 1 12' CLEAR a - •4 HORZ BAR 0 e' oc •4 HORL BAR a 10' oc B .• +4 HO BAR o 10' oc a 1 _ •4 14.42. BAR • • 8' oc t r4 HOT. BAR • 10' ac ` (DM 3 SHEET A -I) _ '. I" DIV 3 SHEET At 41 DIV.3 51$ET A-U 1 OVERLAP (MM) (DIV. SHEET A. �M GRADE - . _ F IS \ TO, OF SLAB ' . 4 (DIV.3 SHEET A -1) FMI .....• 10 ;;,: 371 _,� '4 HORZ BAR 3 • 12'oc rm`�' + - � .- DAMP PR OO FING! DN 7 5HT AD m < . - DAMPPROOFMG ( DIV 7 5HT AU v, r. {E 1 c W RME • 1 ;:1 i i i,„.„ _ ,. !I /DM A -U I >= TIGHTLINE K '.a. I - i �. _ _:r a _• ME A Q Y TIGH l; ue _ -i' TOP CF FT'G TIGHTLINE - • TIGHTL .� - > L� 4 G4j : g � ` 4 ORZ. BAR Al. s 12 oc **s a CV ". \ i - - \ _ _ ? : z : HTLME c _ I a -��' SEE DETPFOR » - . .7 y t e 9 I ` _ , y � � e • e - ar+ , ,:e ,,, - \ o 1 i • - � _ - _ .,�, FDOTING , - , F +- ' a ` AR C•1 m E \ SHEET m ) (DIV 3 SHEET A-1) m A�A�� F- OJ col , SOLID SUBSTRATE SOLID SUBSTRATE SOLID SUBSTRATE SOLID SUBSTRATE SOLID SUBSTRATE W Cr) C- 1 5 . DETAIL 9748.0 FOR SEE DETAIL 9/480 FOR 4' GONG. SLAB OVER 4' ROCK SEE DETAIL 9/487 FOR • _ _ ( n (NJ '-10' , 10' Z' -4' FOOTING DARN CONSTRICTION 8' 10' I' -0' 8' 3' -8' FOOTING DRAM CONSTRICTION 3' -2' 10' I' -3' OV VAPOR BA�IOR 2' -0' 8' 10' FOOTING DRAM C ONSTRICTION (� CO ;L'='," / 2 MS MS / (DIY- 2 SHEET A. / MS MS t1T.5. / (DIVA 2 SHEET A -U / MS / M S / M5 lDIV. 2 SHEET A -U C° LO QRETAINING WALL DETAIL ®RETAINING WALL DETAIL 11 FOUNDATION DETAIL ( DETAIL ® =C FOUNDATION DETAIL i w 3/4W -0' 14 3/4=1' -0 =f 3 /4'-0• se.,- 3/4•=1-0 ,32,3C007 3/4' clrv'oF LM T"ui w i,'?_�1 ( NOTE: 5 /5'0x10' AB. UU 2'2'X3/16' 5A 5/8'0x10' AB. W/ 20'X3/16' SA NOTE: 5/54x10 AB- W/ 2'0'X3/16• SA CO FOOTING DOES NOT SLIDE IN THIS STEEL PLATE WAS.. • 4 STEEL PLATE WASHERS . 4' -0' FOOTING DOES NOT SLIDE M THIS 57®! ERS • 4' - TF CONDITION, FOOTING SP e O.C. (DN. 3 SHEET A -17 EXCEPT O. C. (DIV. 3 SHEET A. EXCEPT TIGHTU CONDRION, FOOTING SPANS OA (DIV. 3 SHEET A-12 EXCEPT iii HORIZONTALL7. AS NOTED ON = H O R Z 7. AS NOTED ON SHEARWALL 8/8'0x10' AB. W/ 2'0'X3/16' SA `,�/ SCHEDULE l' KR EMBED. SCHEDULE MIN EMBED ALU _ CEDULE 7 MIN. z STEEL PLATE WASHERS • 4' -0' • I TED Q. SH EMBED. FINISH -' •E L 0.C. (DIV. 3 SHEET A-1) EXCEPT TOP OE SLAB <` TOP OF SLAB VEHICU 511RCHARGE � LF SLAB HIGULAR SURCHARiE Q. e-°'<i. -H[fl t=j: AS NOTED ON SHEARUALL . \ -�+... I _ -A _ _ -\ lid r ' '..I i J • ULE l' MM. EMBED .. �' } � ( i i>'=,r (214 BAR s TOP (2) •4 $AR ®TOP (2) •4 BAR o TOP �- _.. !2) 4 BAR •TOP .. �'. C HI, ° I li i l I U. i 1I I: ��SI) i11il '4 PERT. BAR ol6' oc. X � X c e, lDIV. 3 SHEET A -U ai - .- •4 vERT- BAR •. 9 OC, FILL •A `R 4 PERT. BAR • 10' oc, FULL •4 PERT. BAR s 12' OO, FULL 112 CLEAR •• HEIGFIT OF UTALL L z HEIGHT OF WALL z - HEIGHT OF WALL TO P OF J BAR I° (DIV. 3 SHEE A -U DIV 3 SHEE A -U TOP OF J BAR (DIV 3 SHEET 4 - E d II •4 VERT. J BAR GR.. 8' oc r z \ TOP J BAR a . 9 vERi. J BAR GR 60 • a 5' oc - TAE �, 2 5 PERT: J BAR GRbID s 5`oc '- 4 VERi. J BAR • 6' oc p DN.3 SHEET A -U z -�- (DIV 3 SffET A-1) -- NOTE SDG. MUST HEM - (DIV. 3 SHEET A - U z (DIV. 3 SHEET A-il e Lai ai PLACE PRIOR TO P DAMP P ROOFING (DIY. 1 SHT Al) z - 112 ° • C LE A R s z BACKFI cF WALL s / I I CLEAR J 1 12' CLEAR JOB NO.: i5 p 4 HORZ BAR o 10' ac B •4 HORZ BAR •. e' oc m • •4 HORZ BA 8' ac 0 _ +4 HORZ BAR ®10' ac n lDIV.3 SHEET A -17 lDIY 3 SHEET A -U (DIV.3 SHEET A U - [DIV. 3 SHEET A -U F I5H3� e \ ,`OP LFS FMI S. z W CO _• DAMP PROOFING ! DN l 5HT AU _ PAMP PROOFING z I,_ DAMP PROOFING (DIY l 5HT AU q/'' TIGHTLINE (DIYl 5HT AU W � II I. 1 {` 'F. R•E i r•'N a ¢ r •. ` (7 TIG1iTLiTE .\ Sz, '1" �i I - • - nc�3 cs'9. � O 4 HORZ 3 BAR • A oc Q .. l!11 , rt a • 1 - � - (DIV 5HEET A -17 • 9 x TOP O F _ (D A -I) \ • - - : - . (D/V. 3 SFEE7 A,, 404' 10 oc •4 I...BAR 4'D' > 4t IV3 SHEET Q� G6 �"' t _ .. SEE DETAIL 9/48.0 FOR ` W j - s, ". n •a 0 - yl • ^'II J FOOTING DRAIN CONSTRUCTION B 0 ` - _ ,- Iv. 3 SHEET A -U (• o • - -. (U •4 BAR CONT. SHEET \ s� • • .: ! , •' j ) - (DIY -2 SHEET A -A-1, � S K r • • •° - ,•- ,• Tx •4 BAR A - 1 ' '6 - .. (41 +4 HAR CONT. \ E .. (8) •4 BAR CANT - (3) AT TOE 41 - _ _. .. lDIY. 3 SHEET A -17 (DIV 3 SHEET A -1) 5- +' °' z n •` >_ m F 'aI E (DIV. 3 SHEET A -1) P8.0 SOLID SUBSTRATE SOLID `aIBSTRATE SOLID SUBSTRATE SOLID SUBSTRATE SEE DETAIL 9/48.0 FOR 4' C.C. SLAB OVER 4' ROCK SEE DETAIL S/P5.0 FOR 1 8' 10' 1'-6' 10' 4' -8' FOOTING DRAM CONSTRUCTION 3' - 10' I' - 10' OvER VAPOR BARRIOR I' -4' 8' Y-0' FOOT DRAM CONS / NT5 MS / NLT.S. / N.T.S. / (DIV. 2 SHEET A. / NT5 MS / / 071, 5HE'cT A -U • ®FOUNDATION DETAIL ®3/4.4-0" FOUNDATION DETAIL FOUNDATION DETAIL ® FOUNDATION DETAIL L 15 3/4=1-- TT T7 T 2 3/4•_1 -0 4 L 1 3/4'= f-0 ssa J L L - - - - _ 4 .. \ ��, - - -- CATCH BASIN DATA = NOTE THE FOLLOWING C8:5' ARE ACCESS (ALAN° LY A- s 1977N PLACE A°FS 7S ARE 24 " SD � G A B OR ✓UNCTION STRUCTURES, NOT /NLE73; 70 FAL " OF CIA09 /f!5 a."299 ARE PL VT"J j 20' PUBLIC U11L/TY/ - ♦ • B 4 AND HAVE SOLID COVERS.• 5, 10 184 �� MY REV /NLERT ELEV PEDESIR/AN EASEMENT 04TC 10 16 16 B 77166 ( (SEE SHT c - 1 nE /Nro 188, 24A 29, 294 30, 40, 40A 42, 46 7 22238 21033 (8/V) I \ 5 P4 ' • CATCH BASIN 2 278.48 21548 (BiV,S) EX GUY POLE ` ... 0 . 01' IL 4 21200 200 21067 0 (8°S;), 200.05 (8 N) / S/i /YA>E EX. CON°. /TALL ♦ \ /E '°4-'. � RI Z1R 5 186.13 187.22 (8 5) 18/.73 (72"8119, 18102 (12 NE) SOUTHGATE PARK ATBASUTLET D 0'PR/M WT NET YAL CTMR 9 ` ( c - s 789.69 18609 (12-E2 OA DIED INTO A QUR 7 MOYNE ale /D'PUeY/C i A 15 SD \D. 477 171.73 (12 77166 SPALL SPLASH BLOLW S. PEOESIRGW AND ARK U77UlYEASEA/O✓T ORNNALE'E3YT , \ 7 17\ 8 774.43 177_40 (8 NW) Pfl)f3'IBAN AMl PUBLIC £ `A \ 9 174.83 17172 (8 SE) / CO 91A f0 "A%VATE 70'PR/YAIE ' U1R17YFA.SEYENT CB 22 KEYSTONE WALL i \ „ \ 10 189.96 183.54 (12 E) •\ SE E(T ' - ORAL4'Alk ' tsvT � ` X. 17 180.10 17579 (12"11 /7569 ( /2SE) -- - s�� . p, _ .. _ _ � \ E 12 779.30 175.41 �2 SEJ 17533 (72NW,SWJ \ 4 " RIDGED MED P PE / _ „_ �.F 9'ALCESS' A19 •' ► 9 ' ir������ -��� ,e7� 4 \ SSNN HPERFOR I M8..38 183.20 e 777.85 - 8 5 G14 12° SO s' • \ 3 T \ 176.87 - ` .... _...... , , Jt E XISTING C.19 37C . . . _......! _ ._.__.- .i2�. _. ..... 12 "SD �Z' \ ' - 4.- \ ROADSIDE D /7CH 774. _� O - - ._ � .. ... .. _ __ `.�'. / w , � 4� w^f. , I' \ \ \ � � \ 774. 170.04 OVERFLOW REV), 170.00 (S NIY, n - � -- `\ - _ \, �♦ �.,�� \ \ SEJ, 16 7(3 W,SE),16067(8 OUT) \ , 4'R/OG/O PERFavATEO P /PE \ \ 76789(8 0.6 6 NW,S \ 'p \ 40'AC23SAND - 43 ' 175.45 766.45 SW, 165.95 N11, I ;ITS ( . ROAD \ ( J ( 12 J • \ \ \ \ om/1rE3arr 2 C79 217 !�,��i FOR DRA/NA coma • \\ * \ 150.65 (36 NW SE,NEJ, 760.54(8 NE OUT) ■ I I I \ 'y � CB 9.5 \ 1 `` w: D 6 L DRAT /NC ROCK • \ Z \ 7 BB 176.95 173 (12 SWJ, 160.6 (36 SEJ \ �` o o `� ` - 19A \ F 1' • , . : .. " - .674 (12NWJ 5 0 $ � .. 15 \ \ \ \ 0 74452 13877 72 NEJ,73877 (7275E4 \ 8 \ 1 ® � ` ' ' \ 14 \ \\ \ 21(7 /I) 15674 1297 12 SW 12974(12 EA 13124 (8 SWJ 1.8 \� 4 " R /OG /D PERFORAN P /PE � ' o -�y 1 3 \ \ \ .7' 7 W j RE76791� \ p 5 6 S EE WALL DE / LS '1,y w: ,,f'R � � .... \ \ 23 12173 w 719.61 (12,v), 119.55 (12 NEJ E /6503 (/z ff/ \ \ \ \ 160. > 155.79 (12"N) /E 4. .(12 "N I 2 Q Tr 4 0 E ELL<smANA,YJ ' .. 16 � �. �- ^ y ? Q PL �C L>la/ry o \ \ '4: 16214 152.59 72"E 152.64 (12 - NO \ \ � O '9 •' ,. u " ✓ � �` � �� \ Z ^� J2 > SD \� \ WRIER COURSE 25 6'.. 1 9. . N \ �- 'C_ c Ld913. w_ � i - \ • 26 75- 0.3 7 N, �4! N 3 Rte_ . _ ..... 1 0 � r 'v' � B"s F qN \ 7 \\.\ \\ '-fir3A �z is/t -� 2. el ... / . 7 . B 17 _ \ , 29 /) 1 .94 13559 /2 NE), 14224 (12 S), 13144 (36NE) 0 1 \ \ \ - 29A(TYP //J 14922 131.72 (36 NWJ, 131.77 (36 5E) „ -5...,,,, -5...,,,, \ x- - 5 YT4SOI • f2 a ET _ :0, ti v N,� [3928 \ \ \ , ( ) ( ) ( ) 9 unUrr FAasEM _ `� � = 30 OP // 144.61 747.67 OVERFLOW ELEV, 134.6'7 12 NW, \ \ - 1, ' - _ 1 1 _ . a \.. \ \ \ 12031 (8 "NE OUT), 73/96 (36 SE) • \ \ •\ N CB 10 � f \ \ WET PAUL T,(3 140 06 (N ACCESS) I i o S 12 C � - \ 14 0 7 \ \ 2.63 (MIDDLE ACCESS) o . / / AI� • \, J v \ 1.39 1� �! \�" _ \. p 6 \ \ \ 744.07 (S ACCESS) I O \ N \ \ _ �_` 2 ..82 \ - !.'�' S. 1 U \ \ 30A T YP 138.97 156 .2 12 SW, 13672 (72NE) j ' h N \\ \ \ LII , % \, 1 C8 15\x0 A9 ? •)l! (,g 29 \ \ \ 31 ° 2/A 54.90 15280 (72NEJ I. • \ g 'S \ \ 1 2 Y 5 DO ♦ \ \ \ I ASPAS/3N. oR - 0 CB 1' �� \ 1 318 753.55 151.80 (>2 EJ �I I -x 6� % / UDL /7Y EAENT 1P . \ 3>C(TYPE /1J 156.00 150.0(12 748.5 (72 EX /STING) CB • EDGE O E X ASPHALT \ \Z . I \ 151.62 14749 (72ZI f) I !; � 1 - I \ 24 23 \. cI9 16B, I - 14 4._ \ 35 14 - -- \ 19 \ ,\ \ 23 14 \ 32 15 8..69 14574 (12-$9, 14564 (12(12"E) J ;; i I I cs\\ I / \ '\ \ 34 150.33 145.37 (12 (12 , I \ •\ = _ \ 3.45 C8#35 5 R/44 11 __ \ \ 36 176.53 173.74 (12 I I I \\ \ a J y \ \\ 37 166.58 (72N) 166.37 (12 IYJ, 6.26 (12 E) !I ! \ \ , ''ff ..... o \ 37A 171.21 168.10 (12 S) ; - I I \ \ JI I , n- 20 \ 36' 759.97 757.37 ((12"V, 157.27 (-12"E) (-12"E) \ \ IIIIIIIJ,, 1. \ \ 39 752.69 74939 (72 SW), 749.14 (>2 NWJ I I "p \ \ ' (�(�,,, " - EX 78 - OW \ \ 40 15267 150.43 ( OVERFLOW ELEV,, 140.93 (8 OUT., I I \ \. \,II 41q \ \ \ 140.62 (3s °s(36764.60 (36764.60 CB v 3 II I I� cB� vo t \ 8 °0 \. III I'II II I I I 'I l = „„ 1 r \ 753.70 7 ( '6 " Ni 87111E2 147.45 (36 SWJ, yI I BIOFIL T ➢'ION SWALE SEED MIX o 1 \, 21 i fR I ll �l�� �� ., ; � � J \ \ a> 16172 i4 �e s yj O ,, , 12 li. •� PI PE /N EX. ROA0.9DE 1 \ x I ,. \ , < �i •� Ih ' o O /TIN COVERED W/6" OF " - `� \ : ,/CB 9 . '4 � , f, 1£ 768.37 2" TO 4" QUARRY SPALLS \ \ \ 42(TYP IOf 746.49 139.85 (12 E ), 13977 (8 SJ, 138.75 r 8 SW), hl ADD S /ean- X RA M' .7 0571�A711V < lik.00 10' WALK /CURB • \ . 5' UTILITY EASEMENT j �� I � IIIII \ 18A \ \ \ 13807 (75 N) 70 I CONC. OR/VE I FEMME FEMME ACME 35 - .90 A7 \ lip III III I \ UAL /TV EASEMENT \ \ - 12 . Arokillp,,, _ - l{£ L \\ 43() 7 0 3.00 (15 SEJ, 2.97 (157V142 WJ \ e V I II VII III IIIIIIIIII---_ . T a� YP 44 220.64 217.85 (W) i ,IEAao#F 7ArALeA dt5 s7 6 v \ \ \ ^ 2 6 \ yq po . .... _ .R�, / rl-: ������IU AT OF WALL . \ I / \ ( i\ l CO. WgLK I I \ /SD ' L µ ,1 A ()1PACT®7YJ tRUN\ 46 130.06 72877 (1575E), 12608 (is Nw) �� TR A(`T BASF E74L36 /z3 c„ 12 II'11' WA7ER \ - ff R ORA /N IX/ RE 74350 i I PRAMVS S JD SO 617 \ �� _` / C[tiiRS� - wiz? 7ID INTO OUARrY ... \ WAER COURSE /E /47.37 1 N il APPLY 7766 MXRAE AT A RA79 OF 60 L6S /ACRE /NM ADO/XWAL WAY=OP ce \ �" 'sD LL/.0 WT _ AT - �, 42 X29 AR _ - • 1 . ! I GUARDRAI R/x' - 1 II T AY/¢AIC3' A�NADI£ lE7LAIM7 lCAN75 SUCH .9S 6CCC ROSH ( Ad/RL �' R/.. SEE 003.1 FON �. - YAU= AP A A"i • 5761E ROSH MEOW/RS PALO S1R65. d \ \ � �` e t �irs- 0 R a mwG WALL 1A -f00 I _ SLOOP/ S7 (CANER` 742 AP 07HDPS AS AL' ORM BY 77£ C/77: w „ . ` RlirgE i H7✓ HERE „ 47 ' - O e .-: 1 GRAVEL R I I /MAME MAWS SAW AS CA17AC (77AYA LANE ZIA2 AVM CANARY MASS k 126 #0 F OR c (P7vAC aes /rAAaELOL s77a1 nr,AwrRV sA/xA'eR) > , , ,,,, r 1, i 1, 2, ` - - S 1,7777-/ STREET a ... ♦ _i` - - - -.. 4 ° % pDFA7E0 PIP N GB 4�4 8 SD V M n! ' ':I E n I SHALL M2T61 05 D MOM ANY 0RCU LSTAAGLS _ _ - _ PP W/ \ ■ SEE 7A /L A .' I n � BASKETBALL HOOP NOTE.' EX. GAS LOCA7ED� 1111 29 3 0 - wN�.'_ - ',1 /!� / /// . '/1.l p/ t CB 3 - - I ON WEST EDGE OF PAYE - I ' 28 /E 171. 26 - - --I' �- i ' O . GRAVEL OR/ B MENT I EDG OF Ea: AS P HALT I I \ . C 4.1?/7/ _ / -� 4 1 1 72" SD R O p� , Q I CI I L J 26 �� y - CB 36' 12 v �!• CClL11 `EDGE OF EX AS PHALT I I n � -- 1.p y II : � I I 5' WAix7 tinDTr c6' 3 12` - S h W ° • .O I ^ \ t ^ EASEMENT -� _-� -- .. V I 'l �I I SPEC /F/CA770NS 12 SD I 1 I caw: WALK - _ ' , 35 �� PLANTER BOX I I ALL N ORK SHALL BE / CONFORMANCE A N W5 POT (APWA) STANDARD PLANS I , 3 6 ! I z e i < I ; I AND SPELYRD477 NS FOR ROAD, BR/OGE ANO MUNICIPAL CONSIRUCAON AND I I F.� (] ' MY OF lUK/Y/CA STORM ORA/NACE STANDARDS i 1257100 ` �K 3 Q 3 J L � O - i TYPE I UNLESS O1F/ERWISE NO1E7/. ORE // H _ \ v 7 f D0 GRAVEL OR/VE I BASINS SHALL BE 54 -IN CATCH BASINS SHALL BE CH OM. 1 ' , lS "' . • : " SO CS 44 75' PRIVATE SEWER CB 4 I I \� I ; ' .'. _ ALL TYPE // CATCH BASINS SWALC HALF LADDERS AND SAFETY S7EP5 RE 860 R ORA/N ESNT _ I W u' DRAINAGE PIPE SHALL BE POLYETHYLENE SA/001N WALL INTER /OR 0 -12 BY E 27521 2S �1 o ' ,\P i I E x CB I I ADS OR EQUAL), UNLESS OTHERWISE NOTED PVC PIPE SHALL BE ASIA/ 0 -3034, /£275!7 2NJI I V . I 31 - 1 I I LL I RE 9332 PL UGGED /0 EAST MR 35. CMP SHALL BE ALUMINUM, 76 GAL/GE UNLESS OTHERWISE NOTED I ` \ ' 1 1 /E 897405. I J I O I Q W gN ; /E BB 94 ('4) I MTH THRU -CURB FRAME FOR 5 Q 12 CUL CFRT Q '! CATCH BASIN INLETS SHALL BE VANED GRAMS' • I I I V CURBS (SEE KING COUNTY DWG NO. 2 -O/7, SHT C -1Bf OR ROLLED ▪ �I ° - C •\ ! SFOO ( / ����� H �� CURB FRAME AND GRAZE (SEE K /NC COUNTY DWG NO 2 -020, SHT C -78J, AS .• "� I " " " ",,�� ^ t.‘:,, t.‘:,, I A PPROPR /ATE Q i OR 3 •, _ _ _ < a , _r. PP fie/ CURB FRAME AND GRAZE (SEE K/NG COLWTY OWL' NO 2 -020 SHT C -78J AS ` ,, V / C ECEIVED (� Q 2 0 ORA LUM/NA/RE APFROPR /ATE' = I 32 y / - - _ • OF TUKW ILA V A z a f WI OR/VE ' I - I 12 " SD < 3 t GAS 124,100 S Fl v79ME- 9ff /_ LLJ a < m (nPACtmY� 0 2CJ�L /'�/ ° _ 2100 F Ct W II I PERMIT $ !I I I I i "A" I I EDGE OF EX. ASP HALT CENTER N Z w j 1.8 I e6' 2 TRACT A ! I 111 ® w a w 'i r)) ' i 33 � N I. \ , • I - I - \ O. 7 > � U i EX ROCKERY � : \ i.' \ \ . - l W'A COURSE \ O f WA S/i ' 5 O Q Z, GRAVE DR CB 1 - 2 Q � "a ' _ 4 \ � , \ C8 4 ® 1.p I _ •' � \�e • \v � ■ i � w 03 20' PUBLIC URLITY/ ---•- \ ` \ I 3 4 - 4 - I I ` -� I • L_• PEOESLR /AN EASEMENT I E�' N r �, f - Z �° � � \ r I ^ ► ( / ( f a I r , , _ EX. ROCKERY \ EG APp 7 23 100 , 1 QSSi O ' A cal I • \ 0 \ I I !lIYYY "�/� v, Q ..L/ EX CONC. WALL I \` ,� \ \ I i I FXPiRES 3 -75 -00 EX GUY POLE- \ I \ 75 ° $O \\ \ EDGE DF EX. ASPHALT I j \\ \ (ABANDONED) I I NOTE- AS-1111/LT /NFORA/A770N /S AS OF A 30 9 /99. i 4 NHt3LE LIDS / \•\ \ - AND DRA /NAGE ACCESS L /DS /NPAIEA/ENTA /N ATP NORTH PLANNED RESIDENTIAL DEVELOPMENT d \ \ \ RAW ELEI/AAONS MAY CHANGE AF/ER FINAL LA Y i4' t _ 12 "SD c82 � - \ � \ \ \ ASPHALT PAVEMENT HAS BEEN GRAPRICs;a.E FOSTERVIEW ESTATES : C \�\ \ \ �1 c DUJARDIN 1: DEVELOPMENT COMPANY 1.4 " R /OG/D PERFORAIEO P /PE � ,rr - -_.- PHONE: 743- _ __. ' - -- '' .,!/ \ \ " - 40' AN ALLEGRE ENTERPRISE 331,01b 6140 // // SEATTLE // s �s \ \ /LIANHOLE DATA \ \ P /PE DATA - - \ MH NO. j /MN NO. SLOPF MH NO. RIM ELEV /Nt£RT ELEV EX. SAN MH /fO -12 • I ^ \ \ ` EC' 1 2 9.55% 1 176 92 17169 RE /05 46 IF 10090 (8" /N S) EX ROCKERY \ O \ I� 2 EX 12.71$ 2 165.99 15977 /E 100.24 (8" OUT NJ - \E �. 3 4 6.51$ 75935 EX cONC. WALL t \ \ 4 5 7.94$ 3 1= • 78147 SOUTHGATE PARK KEYSTONE WALL \ • \ \ 5 s 1. 73% 4 8330 17304 \ �� PELR�SIRNN AAO PULd'/C ✓7X/IYEA.4T/ENT h \ \\ \ \ 6 1 7 2.615 17287 5B't'A ��� � 7 11 0.30% 5 17909 77729 1d VE,Sf ,s�ARLs11r !/l \\ \ 8 79 10.35$ 17119 \ -\ srL3Y1r / ' \ \\ \� 19 9 8.84$ 6 77758 16963 - AND SAFETY STEPS I SHALL NA a.- MR 'b., 10 11 7 3 0'AGYESS A U -: = - 14...13.7 ;-` S • \\ \ \ \ (ABANO OF EX. ASPHALT 9 70 5.35$ 16953 \ \, _ Om /rrL.wr ONEDJ 798% 7 17479 16696 \ �35' - � \ ' f6d7 - - - / ' 176672 4 : s \ AM ' - -- - 72 13 666% 1.20 \ \, \. ■!� // O \ \ \\ \ 73 14 5.29% 8 18 9 17042 \ N N \ \ \ .._. .\ _........ .. - ' 7 B 4 w \\\ . \ 15 >8 75.20 10 172.27 763.72 /4' 75 724r 170113 '\ c 2 - \ , \ '� \ �� \-''-'\\ >6 17 5.45$ 163.42 3 ` `\ `\ b't1 ' \ O >7 15 2.24% 77 16867 159.22 40'AIXESS A.m '� -. V 14 \\ 'S' \ 18 EX 14.46% (FROM MH 7) unvlYLSVr „ 13 15 \ S�144:7 `R�+ �� r ) 20 1229 `� b V 1 b„ O H \� `� • \ \ 7s � co O 32 o (FROM MH 10) b b a x 9 672 (Our) -` "- ., ..,: ' � \ 12 75793 747.90 5 6 7 8 \ ..._ 747.45 Sf - '�� • \\ \\ 13 753.45 14295 �Q - '� 6 ° \. \ WATER COURSE 74265 P 9 _C • " „ 9 ::: \\ \ \ 14 144.68 13546 4a MY 13518 \ * \ \ \ 15 736.60 13190 S - - 4 0 _ - \ \ \, \ (FROM MH 74) \ \ \ \ ., STREET k Wee. ` f' I 17 \ \ \ 13177 m , \ 17 - -- - \ b �// 12 \\ \ (FROM MH 77) 'r � �- � \ A NS I 0151[6 - - - \ '\ 16 15 \ I 13747 (O(01/7:„) Ilk 8' S . O Au- ` ` r 1 . 1 _ _ _ Z I ak . \ \ \ \ \ 3.38 146. 73 i i L r , E =, ` �_ 1y \ \ \ k \ k 17 . 10. 13547 \ III '� _ 18 7209 • ` \ fe \ , (1 . 7M1t7 G j I +. - -._. � \ \ \ \ \ 110 � u 95 \\ / , � 4 °* \• - ` _ 12 payR \ \ \ `\ \ 19 186.09 17563 EX SAN MH \ / 1 ` C.. ° ': �� \ \ (FROM MH 20) RE 1877 \ `\ . X24 \Q . 2 {b ¢7 ' I! \ N A� I �� 19 \ \ \ (FROM MH 8) \ \ 175.54 /E 187.6 3 W : i'� . ( \ \cif � - \ \ 17514 ((01/79 rJ \ \ \ \ •' '1-- \ ' \ \ \ 20 197.58 °\ ul \ r § iii \ 25 • bo1 \ \ 7 ; 10 \ 1 ■ \ \ \ , \ ^ e . '\ 0t77. O iwPt: \ 1 \ I COURSE ~ \ \ I , s 21 / 5 � 1 \ \ k , ti cn \ \ : .1' /-/ - S \ \ \ i c4 \ 5' ZWL/TY % ' \ \ 1 \ a ! ii:' 0 y ry \ ' \ 2 6 b S�j `. �\ EASEMENT ' i .\ " \ � I \ \\ '\ W' unvrY \ \ \ T� \ \ - 7YP 1/AM, -, \ \ EASEMENT '�.AN S• .......... ... / " \ � � FITOPINlY � - \ V e `� � � O \ 61 6 wA7ER Tf1 11.T !7 N EX. SAN MH /9 -3> \ - , \ RE ZO& 4 \ \ � � _ �\ - 7 7 \ E�ARpRA� RA' 6 L ' - /E 202.2 (8 ° NS &w) '1 ® .. : . - - -._o '\ - i :n 0 � ' AL b ^- v ° `"- -.. - / 0 E X. SAN MH /f0 -31 • � e 1- _ _ \ __ R _ __ \ b 4j W n W ti ... \ \`\ F En� -` -RE 146:1 W tQi • 27 ti . Q ,. I ` - - - i (8" /NJ N IIIII b ` \ ` .5' / i 33 (a" ov ° EDGEOF EX. ASPHALT I' 28 29 30 .1 - 5 - aw T I® �'� , `j 1 C7�r- ' $ � 5 � ""� y - I _ \ _ 'n ` _ .' - T� C _ f -_- ( 4 /EE>42. (8 °. KJ R/W O S . - _ - - -/ g .. - 4/41 _......0.01- I /E 141.3 (8 J o /E 141.45(8 "S) U2 SPEC /RCAAONS q y 35 vs: G j z IOW SHALL LE AV CCnnifIVANCE 111771 1 MS POT (AP(APO!) TANDARD PLANS I X Q j G1 3 ALL AND S°EORS47A7NG' RIBA; AND MUNICIPAL CONS1RGC1 I 0� 'i - R4YMILA OVSAD SERER 1.CNCS7771/C A;W AND PEkEZa Nr - - - 3 6 CM ° 4 a j Q STANDARDS AND VAL 14,4E SERER L.LS7RR'r STAADARD £REC/17CADORS 4 :, Yl sf7 � � 1 37 ` G 1 -I r „ w L LI N.-- m I I MAMMAS SHALL BE 48 RICR P/A11E7E/e 77PE 1 111711 ELYVY7R/C ODAES 10424 PRNAfE Q 38 39 40 1 W ' RRYE L/AX/L24V NEWT at- 711E RIS S? A&7t£ 771£ CAVE SHALL LE 24 A ( 1I I ORA/a LsM1r C' � 1 J w Q /M 2UL CHANNEZ ma AND COkER. BASS SEDDON SHALL LGWTA/N A PREFASS CA7E7 „ 1 f Z ti o F I '', MAR ASS SCRO OR EOL/AL GLASS PLASTIC LA Br I A F C L / L / N E R L D Wj 31 • y 1 \ 1 /y E - � j b r q �V r 1 Q L W L I v ALL A/ANhCYE SHALL BE a'LMNEZAD TO DIE CROP/ OT WE STROPS � VI ' 3'ti I i V ) • z w e 3s a 711E'WHITT a< NE CY/7LET SERER SHALL BE A MMVUL/ aF al FEET BROW 1NE Qj 1 � j o i w �+ N a' N. AYGCN//M; AVl£RrEZEVA7JgSS 1 32 V arvo v p W Z O F 7JK Z o ALL A /.9AY1LYt3HAW LAaGi'7P5' 'N �a���...J111 - 1 , M �I Ol•B7 i - 7 - 1 yfr» LU W W m SE71ER PIPE SHALL PbC ASIA/ .17-2034 � SW JLf PROEM' ME 7M. /- Lliwz , 7 'IWO i PERMIT CENTER �� 1l1a5 TRACT ''A„ �EOGE OF EX ASPHALT _� �'a.' j \\ 1 33 i >'-' j COURSE 1 I \ fY / J' NOTE AS-B11/LT /NFORMANON /S AS OF B/30/.92 MANHOLE LAOS i I 1 ! ' ° , o /N PA!/£M All? ENT ARE /N A RAM ELEVA71ONS MAY CHANGE • a AFTER F/NAL LAYER OF ASPHALT PAVEMENT HAS BEEN \ APPL /ED. 5 s ., I E,1: SAN MH/10 -33 , . r1 1-5,556699 • - j - , _� 117 ^♦ Q I c' EX SAN MH 0 -32 I I RE 2371 I I 1 EXPIRES 3 -15 -00 I ii /E 2301 I j NOTE SEE .57175 C -15 I I d C -15 FOR PRORLES NORTH PLANNED RESIDENTIAL DEVELOPMENT GRAPHIC SCALE FOSTERVIEW ESTATES C - 12 - 0 4 08 DUJ :: DEVELOPMENT COMPANY AN All -EGRE ENTERPRISE - EVERETT PHONE: 334 -5018 /! SEATTLE PHONE 70.3 -6140 /,, N1 _ _ _ \ � � EDGE OF EX. ASPHALT t �s, IMVSTAMW) ...._ ...__........._. _.__ M �. T ' � V!j 1O4 4 LL \\, - \ , � \ (IN \ \ a'3llEC NATEAiYAW A5 AL�ob �' ` \\ ! N. \ \ \ ` __....... . ``i 1 1 h I �o \ \ ti 1- 6 lEF( \ 2sNArfE]7AMYr W x F7J \' �� � , I ' � - "� I 1 - 6; 4SS DEAD MI AV) 1 - 6 4 40E lz x MI N „ 7 - '/ �t I \ \ _.__.. .. LIIE 8' a as 7EL�aKa� 1 WAWA Nr / !'� �, t.,:;,.. ., NT:. \ ' I - M APS Y / 1 1-AMaH ..__ / 2 A7SAT1PSn/Z15 LEI \ Mme `1 . ; t` ` I �rrsE�a,>CaG"`s_ 1- ITEMTAS OISPY(184'BLAJ �/' •'' �L '' \ ' 1- 67/ (AV x �1 / ` ( \ \ \ ,� >R ,e ` 1 - dG17E N4LrE(wxFLJ Bta c s nrJ / :/ mn 1 Z �� \ \\ '�� COMPRI 1- 6' ONENEJE(k/XAV) 24 ,i I \\ — 4 iii -, ■ - J. RE/4W / \ \ ! f \ 1- f N1CIE Xw) 4. \ 'fr. `� UP 2® 1- 6'xe',asvr�x(wXwJ , \ 1- 'NrAw�avTASSaar(5xs',pLW) 1 ill - 6'x 6' NE (JV x RJ 6' - TYP f0' wALA'y�jrY/ _ \ Lplq�/EH0.�ta1C E 1 - S' CAE ME(FZ x MO EASLiQf1VT �'` .. NOM DlEFLECT IN1)E77,VAN 4148 O� ciEArL ,rH�n ice! 1 l \ 25' AS? .AlIVT AS NEEDED' 7O'LOCATE \ g l I�17ERA/.UN AS /NILtICAIED CN PLANS \\ 50' NAX STANDARD NOTES \ ' 6 111/4\111 } f / �o s' B' b 1 ROOM 1. ARNIM:WAN LGCATKWS CIS EASING GITURES HATE BET/ 087N E9 R PON AVAILABLE ALL RE7404£D HYDRANTS SHALL ` \ � � v.... - / �� \ / , ��► �� - \% RELANDS AND ARE SWAN FOR Cal{fN/ENCE 771E W CONTRACTS SWALE BE E fa? BE �Z/rt7PED TO THE MUM W 5 ` NW 6 I J , .A r£R/FLCATAON a LOCATTL N SIAONN AND FAR DSCOWPY OF PI1sa'F AD IRLWAL 1/77.17M' NOT DISTRICT YARD BY THE CONTRACTOt i R / �� � � , � �I ` Wa /E R SYONN SO AS 70 MVO DAMAGE OR D�ST7ARBAM THE a3Y7RAC7AR SHHALL CONTACT nE \ ®�. wr \ couRSE RAC \ H z •I U ALITTES UNOERq 57 10 LCCARON CENTER (1 -800 -414 AMR 7D aCKSIROCIAX 7f MOI � I \ OMER LW //LS' REP�WE.SENTA77t£ SHHAU BE CaYTACTED 9 0771.177 CYAYFLICT FASTS ®: _ R� �' �AR�pOI' a a ,, 2 CONTRACTOR SHALL NO797 0077MT SAY ER A WW/L81 OF 46 HOURS AY ADVANCE Cr ' , `� •••• TRACT . " B" — = W w ALL REGLIES7S FOR STAATNS TEERMG OR INSPECTINSPECTION -4 .., - , CONTRACTOR /S RE.S La8LE FAR CONTROL AT R OF STA 7A ACT EX f W 10 NEW B' N' N .T ' ' '' O 1 - 4' 45' &EFTBISPO ' - S 137TH S ' '� I � 4 CO/ RACTOR RIAU FLIMSY SMN3° INNINGS FOR APPROVAL HERE RED BY /MCCAW EX 4' VAL rE L'oa Ov ` k -- J N THE DETAIL S7°ECIRCATTONS AND fa? VARIAN W FR ML THE DO EER'S DESK K a31ILWEE . , EX ASPHALT , ' \ o ' Ui 30 - 7,P � � ■ R/1'- 5 LYNINACIOR MALL INSTALL Er.IMPI/ENT AN ALLCWDAME N717/ NANYA<AC77ARER ° r ipt.r/iluWa-Fira ' — / i3 I o R£CONSWADA7KWSi ND /125 ST'Eral'1CAAOIS ARID O1Y OF RIR A STANDARDS % H , CE EX ! rill" 00 ~ ` -� `� r EX Hm q 6 a3YMRACTaR SHALL RA4NLSH ALL ALA/ENALS • ` \ N /AEIYHYD I II „ O Z _ 3 Z " LINECT NfIEFINN MAX O�'25 5 i/7Xl IYEAS ,5 7. ALL W IERi VA/N PPE SHALL BE DX78E NON CUSS 52 PGCC- CN JONT aR NECHAMC(L \ r ' �' •ANT 10 BANTAM OMFT a°- 3 ..LINT, CEMENT LASED (ADS A2 ..4,4 EXTERIOR COATED 6977/ CON TAR VAANSX ASSTALLAACW \ \ I I �' C 3 , 0 IVT W w � 70 BE AV ACCO4DACCORDANCE IT 5' N NANUFAC7Lf4ER RECOW DARONS ALL HTT SHALL bE NOW GAME VAL /f 3 6 N CAST /ROY AAD S7WALL LYNFLWV 70 APP 4BLE Pa41k A LIB AMR STANDARD A11.1L{ A21.11, EX VAL {£ �, y 1 E Q m 8182 8864 AND 421.53 111174 A AAY/NUV PRES57NERAIAW a. 150 PO AND N ' OL BE \ 4 LAME 1 I �- �i lY1LN/ ' j C1 EHT -LINED , µ (GP m \ r s. ✓ ' � W L Q N 8 ALL GATE VAL TES 70 BE WRIER ALL HYDRANTS 7D SE ARAELLOE - a \ \ �I �P 4 SA : LlQ6 R 1 - U o I 9. CUT -h AND L/IE TAPS 1-0 BE AWE BY I.O TRACTAE ND 25 .SacE/M7ENDENT, f - B' x 6' w \ 7 � 8 ' B W C L/'SE a X 0 Z w EAMiWES? AND CITY a - RAMCA /N PECTOR A.t T Big MOTIF.lD 48 4V ADVAME GA X FZ) �: _ =fr L n i RENOrE r MD AAV AKSTALL 'L ■ ■ i ? 2.5' x 1 , w E E Y, - 1a CAST NON A/EaHAMCAL ..GMVT SLEETS COLPUNRS AEGNiMER NEW 14177 BRIND WALX (157' WV I � LLIIO�IE acOOlc TA' /I f1. DIPPING SIAZLES SHAG BE A/GELLER CAST IRON .ATV EPDXY CIOAi P II 7170 EX 6;1TE SIM, aR I 1E CA 1 E 6' N ill o CONCRETE BYOgYAW ME 3 ' z 2 ROVAC SST NTH STAWLESS S1EZZ FZMCE AEFYACF INCI )E E j! 1D�7 N/8' (PL X K A /�Z. XfSJ .,, . W °' 12 CGW7RAC7A /S R RESPONSIBLE FAR If7�FYANG ALL EAISTAW PIPE TYPES AND SZE3 FO C> P Y/PLhiSGS� LS3%NEC7xi5S LY/ -ASS AND UIE TAPS W S Il [EXAM AND LAYIECTKW AEA,tl7) TRACT " " WO 1-744 1- 6 � ; A I 4. Gv ' Q W 1s a 1/2 FACT A /1MWU1/ Ct7i£1P olf7P ALL WA7DBVA/N PIPES ( 14. DEIfza°ER to PAY Fa? STATE' COUNTY ANDO'1YASEC770NFEES e . - ;1 - - EX 8 ° I k► n EDGEofEX ASPHALT v' w • 15 ALL METER LOCATIONS >a 6E LiC140/NAIm 1117h' 1647E? D677RlCT /l15 57/PL7PAV7E1MDth7. ' - 6 , d t4� T T - E I I W I F-, 18 ALL EIZS7M FME HYDRANTS AND NAAKS 7D BE OPERATIONAL PRIOR 70 C1a1 NCEMWT - OF CONST RUCITCW - !' ��_ elk. ,- CAMO@. 45 '5 V MLA 460 a //YD x \2 1 RE AV ACC . /,. - - I RECEIV p 17. NO LIlAA1�3' ARE 70 BE MADE 1I/TY17UT !dP/77EN APPROVAL BY TIC MD 0725 SUPERiNT91lO- � CITY OF Tt�kWILA I EN aR CKS7R.G ENQN£E)P AND 771E 'n a� 1UINOICA FY/6YiC MATINS E7YgY{EE7P '4'.... $ 1- (Q x , � X 9,1) a �' ut 7 U 2002 18 LREFER 1D ND /25 COMMONS AND STANDARDS AND R7 THE A'TY a RAYNNiI STAMOARD R . ) S P E C I R C A TI O K S ' F A R A L L R E N A M M M O T E S A N D P E T A L S ` 4 - I I ' 6 4 7 1 - K E M P x w) _ . Z; PERMIT CENTER ND L EHGCK7N 1 - 6' AO�OS' 19. PRIONDE 3/4' s6PWE LASE AM TAP CONVE I KS FAR EMI COSTAL OMR AWEiE77 - S - :D.'.'"I 1 MlIPANTASSEINCY(24 AIAN) //{' -� 2a NAWRAI ALLOWABLE OPEN NEW? .SHALL BE 80 FEET. W � s LAI 7E BLOOM i \ / I w 1 11. SEXY PILES SHALL a aOlf%PED NABS ALL PERMS CF PREL7P /rAl/Q1C - W s 5 0 , 1- 8 a A M 6141 I ( J > 22- MOLV7ED PROCTOR 004 AND AR.YS'RAPE CLN7Ra TEST REGIME!? AND AIRES S 1- /DARN7ASSSIHY(105'A'LW) T �}7G AREAS AST U4 7A//AV DE?. 77 4 dEDD flf101.i PR? AS 55Z A/1 � 4 ` '@s 6 $ LgIC>�/EACAO171C \ G o • T? 4S OTHER AREAS 70 BE 9CA<NA.6Wall DENSrTYA D AWCWR. e M l��Q � N .I LLI r �.� & =Vx • TRAF • ALL VAL 771E NAEM? SOAP 7D BE - A'MGYUDED AS Z • T OFe09.1OStS - - I FI774 CITY OF EMM 1 pAPINOW.£ CONCRETE O R/✓E , • 15 ALL APE AND AP°YWTIENANSES 7D BE TESTED 70 WNW 10 F/27 Cr ANY (.L'IYhECT7aY .E CONCRETE WALL 64- POINTS UNLESS' OTIHERNIW APP41OlfZ BY ET ONROE. """ (((((( ����� 1 - MR/YIaLfAV mice cNa I AWRY 12 26. CONCRETE 7FA'PUSTBLL- Y.K7WSHALL BE PROMO) ATALLBOWS TEES VIEWS aP �CONCR I WALK s - 8'XB'�(wXf{l EXPIR 3 - 75 - 00 OTHER AP°f/RIENANCE3 MOPE AN7ERNAL fAPQ�S /RE6PE RESTRAINT: D BLOCK/NC SHALL BE 1 - NYARAMlASiiSillY(Li5'ARM) NORTH CONCRETE STEPS 1 - 6's4E IALIE(f1 X Ate i 96152.00 'Il IN ACCORDANCE NITH HD /725 STANDARDS - I I% Lp6pa''B- BLlK7fC 27. 1HEIES71NO AND DIS NFTCDONOF11 .E WATER SYS7EWSHALLBENInvE OBY R PLANNED RESIDENTIAL DEVELOPMENT ND /725 $ ROME DL BOO � GRAPHIC SCALE 1 -a 2Z5•BEADDwx' CONCRETE COMECT 8'A✓ / Er E I-I 4 -I :: FOSTERVIEW ESTATES C.__ , b / - = 40' DUJARDIN DEVELOPMENT COMPANY ___— .______._ - -- —_ AN ALLEGRE ENTERPRISE EVERETT PHONE: 334 =50 SEATTLE PHONE: ]43 -61M 40 � Division Davison 6 MECHANICAL NERAL.2T1REMENIS -: GE 01009 GENERAL 01002 MISCELLANEOUS ASSEMBLY REQU REMENTS (cone 03300 CAST -IN-PLACE CONC�TE 06200 FINISH CARPENTRY 08100 HARDWARE 502, GFNERAL > ,? Part 2 - Products Part I - Geeoal T I. This covers.. has been prepared In a gems Duel'.¢ form . mas or Part 2 - Pr oduct Part 2 - Product L Type: A Coordinate with materials Finish selection schedule. i L Medani.1 system to be bidder design. ) . follow .g the standards set by F) Clearances: Provide I' clearance between Dory irep lace the Construction Standards Institute (x511. It Is for the corlvenleree a the ContractoN Owner. ch., and combustible framing when on exterior wall (Ul' then wall Ff.. gab,. Provide I. Structural concrete 5 sack.. Po' .2000 psi at 28 days. I. Gabinets: 2. UL^etfrer Stripping: A Coordinate with materials FinIM select on schedule, 2. Regulatory requirements. This outline Is intended b work with a material selection list following he .1) format Not 2' clearance between masonry fireplace or gi from combustible o c Framing erI entty el 2. Mchi{ectural concrete: for exposed aggregate finish (washed), 5 sack mix Fc' = 2000 psi A Coordinate milk materials flnlsh seltlon schedule. 3. Thresholds: A. Coordana. with materaais finish ¢election schedule A Refer b Division I General Requirements. '� _ all Items are necessar required to complete this specific project Coordinate with within IM build, eruct.. Cowhustlble material .11 be min b' clay horn fireplace at 28 days, with 3/8' round agg gg` 2. Millwork and casing: 3. Contractor work out pkmbing and HVAC diagram layout. Cotracior /Owner For complete listing of speclnwticns. Within this covers.. it will slate opening. No such material wean A or the opening shall project more than V8' for aen If of 3. Admixtures: A Coodnate with materials iMi. selection scedde. 08800 GLAZING A Coordinate with otter trades. \\ 'Coordinate with materials Finish selection ed'eoulef clearance from the opening. Provide mineral wood ...topping at all separation b.s.m A All concrete shall have weer redoing admixtures except for footings. 3. Paneling: Part 2 - Products 15400 Plum. ilreplace and woodhamkg. Wa11 header to be min. 21' above fireplace opening for B. Air en.latment .11 be 5 -e% In all concrete exposed to weather. A Coordinate wi h materials finish selection scedule. I. Glass thickness to be determined by size and wind loading per UBC Table Chapter 74. Part 2 - Product I. Pipes and Fltungs: 2. These drawings are copyrighted. KAFPLER ARCHTECTS P.S. creaks all right. omerahip and fireplace kilt flush with the wall, Increase header height 6' for every 4' of masonry G Coloring agent: 4. Stair ant Fanc'all by: 2. Safety glaze per UBC Garter 24. Alllase 4 soil: ABS plastic of sizes req'd for the intended purpose. copyright of this design under the federal copyright act Reproduction of Illustrations or projection into the room. L Coordinate with materials Mash selection schedule. A Coord.te.hh rimer, Midi ...Ton schedule. 3. Mirrors to be silvered I/4• float plate glass. 1. Provide cast Iron with compression neoprene Joints per locations working drawings . any form Is by authorization or KAMER ARCHITECTS RS. only. G) Smoke Gather - Smoke camber to be m..Med of clay prodcls. Part 3 - Execution a See a.slon 010026 misc. assembly requirements. shown en the drawings. i 1 i f r i with minimum. mess as follows: Mdk malt - 6', side walls - A, front wall - 8' S Bookcases and butt -in shelves: END DIVISION B 2_ Provide clan -Wits at bend. 3. Authorized reproductions must bar the name or KAPP ER AR0411ECTS P.S. H) Deeper - Damper to be tight fitting, operable with a ready A. Coordinate math materials Fin. selection schedule. B. Ys.: A55 6. Plastic laminate and solid surface material; G Gas: Per code, verify location of a II accessible manual or a^ approved automatic comroL Damper Fully opened shall have free Division 4 y pP a^ce>. era ual t o or rater than ter wired mInlmon fkoe size A Coordinate math merle. 11 .h selection sched DIVI.Ion 9 I . Provide an approved artriouake s hutoR valve Metalled in the buildxg supply tine 0mdiateLy 4. ConstrvctioNworking drawings by !heir very mill¢ are diagrammatic and do not report to g MASONRY FINISHES after the gas meta. The valve shall be located outside of the structure and be accessible. slow all details or conditions of construction•. Questions generally arise. the D Inmmbust.ble lintel typlcaL Em DIVISION 6 architectural /design Intent and to construction ethnical detailing with. these drawings. As J) Hearth and ...neon - Rarth to be brirl, stone, vi4.>i m01<ine D. Wale' Lire: clarifications, i terpretatlons, and reviser. are al' the co part of structio^ process. concrete, or other approved non- combustible materials, or re- inforoed to carry It o. 09250.1..0. WALLBOARD and ex drawings. 2, plumbing equip GP...9 0 Hea H...1........ I- $elor Grade: 11/4' t K wit 'a sold' KAPFLER ARCITECTS PS. therefore not be liable for ay direst, indirect, or consequential weight and th must..... beyond ,replace as follows: Part 2 - Product 2. Above Grade: Type L w/eoft solder g Part 2 - Product dams It of mt ttici at the construction each A b 5.99 sq. Fi 16 in ho M ., 8' adh side. Opening 6 sq ft or larger, 20' i^ front, I. T ...mortar with Integral wen Fln a erM1. Division T !. Walls: See the TYPICAL BUILDING MATERIALS' Ifs{ on equips. 0_ g es a a reea pa p mg in prod Type • ntegr terpro g g ach side Cons Frarth and extensions to be reinforced with •4 hers w 6' on ach wag THERMAL- AND NOM. PROTECTION A Finish L Coordinate with Cortracto /Gina material selections. Part 3 - Execution A Hot wale kegler: (Duals In tandem) 5. Do not vary ge, L Coordinate with owns material selection r j modify the work shown, ex:xot with Titian instrueeion from KAPPLER Pre-cut stone or pre -rant concrete hearth and to be supported b9 3,3,.. 1. Ceiling: See the '7YPICAL &11LDMG MATERIALS' fist an the drawl `y or m 9 a om Provide anchorage to floor frame as no t. above de. Hearth to be 0110 .A A En, L Coordinate with materials Mi. eel.. schedule. B. Hose bib, host proof t Mangleuld .I. m ARCHITECTS. Report discrepances, and omissiom to the KAFPLPR ARCH11ECT5 P5- angel • 24' 9e ^9 9ra 0480 MAS�IRT ACCESSORIES 3. ( ode required eras: p` type: 0 Immediately. distinguishable Fa room adjacent flooring naLerieL e?u G (lain shut -off va In garage. y K) Firebox Part 2 - Product A i X: 5113 as requIred Part 2 - Product 3 with materials fin D. Piabirg fixture. L Coordinate with owners material selection. b. Due to the nature of construction and the buildit s t. re will be bidden del U Combustion - Afr provides an outside ssox. s for combustion air, 6 >q- L Sprayed-on asphak emulsion. L See division 010 mirk assembly requlremmis. and Contractor /Gwner selection gF tin build g P Does and assem firs In min duct size, nth operable damper, outlet to be located in the Rrebox M th hoot L A nchors and Ties: I' wide 22 guage corrugated steel strip, non corrosive. Part 3 - Execution B. Waterproof O B as req d at wet or damp location peAJ$LSec25R 3 Irri (bidder design) Mg product, 2. Jo. reicorcement: standard ladder type 9 guage Wive I -1, less than wa thickness. 1. pie Of coat U5C 1402.4 519 4. Wond erboard o r .roc a all the loca NAIL) A Pro.. I" conn ection in main line in garage by main shut -off valve wi set of worKs drawings is considered a 'Wilder set' and does not I... specifications or P°nt� Part 3 - Execution �` Appendix 5. Metal came bad Rte: sepa s hut -off and drain valve. M7 rbuion m�° '11 building materials list. ter¢fore it is the Contractor /Dune responsibility. provide and I. Per U$C Chapter 21 Mafin. aelectlan schedule. Aulometic Sprinkler ten: (biddy design) coerdi s ARCHITECTS P.. assumes product selector and installation or r assembly. L Fxrd walls mien 8' thick 07190 VAPOR AND AIR RETARDER L Cogrd 9^ >. KAc occur ARCHITECTS P.S. assumes rw Mobility o responsibility a. it discrepancies respective ll conflicts .. Foot i^9 tg be min .) thick and extend b' beyond 'replace Pan 3 - Execution Part 3 Execution m which occur the h contactor /purer specified ma., and Heir the vstallateat malls, re- iraorced nth s4 b....'• 6 gc ach way, and bamkg on Fern adleturbabte eolL Part 2 - Product KAPPLER ARC L Apply as required I^ L'''''' chapter 25 ant Table 25G and 15H. Nall o acre/ In place, per I. the installc¢ todmistreslgh n Ue eyritry es to appropria J wladlctl'al requ and function In through PS assumes ro liability y or r Ib11it For yt tlen e which ma be railed - Splice foolkg bas to ,..u.......a re- afa..... per daptera 19 and 1, I. Ground cover: 6 black. � a ma^rer oM1 wit rrcW s!d^dard Reer g':eral requ 5 hems 9 ^9 9 04200 UNIT MA.'.,Qx7LY polyethylene black. out or referred to by manufacturer as brdnd+ame -.ever called gu! are donne so f' t 3 19L 2 $cldls w rap: see. TYPICAL BUILDING MATERIALS' list on the ...ea. convenience onl Part 1 - Product 09300_.f LE 1550014VAC - L Brick mas Part 3- Exeonion 1. Do not scale these drate for critical dlvensions. Very all dimensions and ddtm's 0106 REGU LATORY REQUIREMENTS L See DN n, ever requirements. Part 2 - Product Pan 2 - Product 9e 9 A E xterior locations: ^ame/mfg: r•e L Ceramic, quarry and marble tiles: L Forced Air: before cgmmrcang wank and be respersible For their acoaa, and report discrepancies L Coordinate with materials F. selection schedule. omissions to the architect Imredlatelu L All constr... shaII conform to the 1991 Uniform Building Code CUB.. a. be In B. Interior locations: ramle/mlf : A Coordinate with materials finish relocation scdule A Furnace system: I. coordinate with materials finish selection schedule. 9 - Pan 3 - Execution B. 17uclwork and Insulation: accordance with all State Lams and Regulations and various cedes imposed by I. C°odinate silh materials flnlsh erection schedule. 01201 `- L Refer to maruFactwab recommendations. 1. Coordinate with materials finish selection sr.... '2 8. The Contractor /Owner is responsible for coordinating work with that of all trade to ensure Jurbdlcbnal requirements and 1,1 authorities. C. Paves /planters: nememlfg: 05550 WOOD p factor r C. Air cleaner: I. Coodirate with materials finish selto schedule. F proper and adequate int all required of all trade works. The contractor shall be responsible for 2 Mange inspections that are mandatory due to Jwisdfcuoal requlremars. 1. Coordinate with materials Rntsh selection schedule. Part 2 - Prod:et r134 S ired safer bons and -¢cures r Ind to do this work a D. Control a: L Coordinate with ma... finish selection sc.... 9u 9 Prhau Pr hqu 2. Concrete masonry unit. grade N -I gal, un otMr Indicate nth. per drawings. I. Fberglax a mineral mood bats boom mineral mo and extruded polystyrene ,. ,. Part 2 - Products L T _ A Loo rdinale with m FlNSh seltlon schedule. E Registers with adJu>table supply: a Q A Special Its: A Walls: L See the TYPICAL BUILDING MATERIALS' list on the dugs. a patios away recommendations L T over prepared surface per manufac co struction per J L Coordinate with materials finish selection sdiedule •"r Q 5 Except as speclflcall dented fr se tntapretation for dI ' os, abbe '"erne, L Coordinate with materials finish selection sc dune. B. CA,: L See the TYPICAL a ILINI G MATERIALS' lea{ on tc dugs. 09650 RESILIENT FLOORING 2. Fans. se. division 11 then 1 t. F. u1 and .upplememal definiiigns sMll fallow accaptd refererlrad standards. 0 809 e ONSTW1eTIGd FACILRIES AND TEMPORARY eON1RDL5 3. Glass mas wits: ( lass godJ G Floor: L See the BULLRING MATERIALS' Ilst on the drags. Pert 2 - Products L Type: 3. V.s: L Co die¢ with energy Finish selection schedule. A, S orry g D. Foundat'n Perimeter R-�. A Coordinate with materials finish selection schedule. �r E- epr try espeLt Temporary irg a y, wen temporary per A ExtExterior lorato.: rame/mrg:'. 4 E,dhauet Ducts W Q 10. Al work within this contract stall represent that o r Mus standards for the r Ive L provide Faclfties - including electricity, la, term a toil et, 2. lnsmla foam A Standard saWnt Foam. 09680 CACAR... L Coordinate with materials finish selection schedule. Part 2 - Products L ca and Pad: A t rmina. o utside building ant equip with backdraft dampers trades in ire location In :::e/Mg 11MC sectom504J EA F O c trldle ft. .h aelectlon sehedu!e Pao . witals fint¢election ached.. per ' div . R: energy rec... 0990 PA G P ar oducts Part 3 - Exavtion 002 MISCELLANEOUS S END DIVISION I Part 3 Execution L PaMtkg.,trer's ee Installer b desig the symten to appropriate Jwdlcll require and Flraton In Q '4 K a Tha mes casis n wi th r e ti s v y s t and ards . Ref' ie to gen er fora al r erta, Z L Bridle and vhnaer: A Coordinate with materials ff. selection schedule. [..s O . A Brick veer shall be supported on footing, Foundation, or other non- combnon-combustible 013¢0 ROOFIYG MlG 09950 WALL COVERINGS END DNISION 15 V1 C/ I. Provide pawl space access, minimum IS' x 24' wabstruct access pa I1BL.13173. supports. It shall have 5 fell backing and ties at I per ach 2 sI. of veneer. Provide I' W z O- rcula. and L ather -stri ire,. Allow 8' min, 'e wood Part 2 - A. Coon p e u energy requ spat _'^° Division 2 a 3 env bawl. veneer, and t b , and approved r endin at base it veneer, t i A Coordinate with contractor /Owner material selections. a I ts and 12' minimums Wid er wood girders. space 9 9 Part 2- Product Q C > Jos pace g r h 3 SRE wAOfdC and 3/8' roved weepFales at 31' 04. at the base of veneer- extmdirg from the air space to I. Shl I b rm tllee: Division 16 - 2 Provide oink access, minimum B. x sec with 30' r lea nd u.. at w strip uct 1 ^. es a 9 W. fA to of vet Veneer e. shall step. no load other L in n Its sum weigh{ and ths vortical dad A See to T1PfCAL BUILDING MIATERIALS' list on The caw END DIVISION 9 ELECTRICAL racily accessible oopening per tBL. section 6051. Insulate and IueatF' -strip pr energy 022®9 EARTwbFac lad of veneer above. 2. Membrane roofi J A 3 hp. mopped. Q Q O requ rem' Part 3 - Execution B. Per UBC C..pter 21 W000 fENE12AL © w 3. Provide ventilation per UBL. as follows: t r d : 4' below finish di therwise IFled Divisb^ 10 Pan I - Gen Rough g e v'g AA "9 unless ° spec 2. Concrete masonry unit (A) Part 3 - Execution Al Cr. space entliatlont minimum net area shall be not less than I sJ. p' 150 sf. 2. Prlsh Landsca division 02°.00. A concre maroon It wai ls s.II be constructed to conform to AS1M C°.. It shall be SPECI ALTIES a under floor era. shall be laced as close to the comers as practical and shall grading: ping 9 "' L Install per marufa.rer s recommendation and Chapter 5 of t e IBC. L Electrical systems to be bidder designed. \ 6n < _ opesMgs p �a 3. Excavation, backFTliing, ono' compacting For slnatares as needed. laid up, reinforced, and anchored as shown on drawInge. 2. Regulatory requirement.: refer to Division i - General Requirements. V p4 provide cross vhntilatfo^ on at last two approximately opposite sides per section 23113. 4. Excavation ba , p nd nom act, for ¢went der tad. 10100 LGNERS AND VEINS 44 s 1 B) Attic vatlationt minimum net era shall be not less an I s, 50 sA o `g' a P r ev Part 1 - Prducts 3.. Contractor. provide electrical diagramming layouts, design ciraltry: Follow lighting plan Pry - Per a Hauling and dl of excavated material as n..ed. 07460 SIDING t IAL. 6 f attic era or i a f- per 300 a F'. of attic area If V2 is in the soffit arc! 1/2 . at least 3' above , Importing of mate.... .. screen . I/4' x V4' on soft vends as detailed. f x' a 0 Lhe late line UB.C. section 5053 and ens irenents. 2. Conti., homed metal soft vet{ as detailed Cmrdinale with other trades. w p m Per 9y redo 1 . R od remova as needed. 2 C Part - Produc 3 Roo v 16200 POLER .. W z Z 4. Slope all decks, maker, driveways, and from building...mum VA per foot 04400 STONE . f vent (See Division 0 011002 1. Sidi A See the TYPICAL EItUDNG MATERIALS' list on the drag Part 2 - Product 0 2>�AVING- AND SURF ACING `g 4. Other vest a no ted p er plans. Z r7 5. GarageMCU.e occupancy separation: Part 2 - Product 2. Trim: A See the TYPIC euwiNa MATERIAL list on. gamin, I. Wee and Boxes. p A) Occupancy separation From garage to house shall be of Rre reslstive tie Industry standards. Refer to general requirements selection mimes. T L As shown on drawin 3. SAM. A See the TPICAL BUILDIN M T'ERIALS' list on the drawings. 10300 PREFABRICATED FIREPLACES A volt 12 6A (3) Wire , - construction, and be on the side, and extend from mud -sill to roof sheaths The Part 2 - Product g 4. Other - A See the TYPICAL BUILDING MATERIALS Itf a the Bras I. G FI ®Dam Lgcatiore w ceiling 1st, walls, is and supporting structure above shall be cover with 5 /8' L .1.... road, ad P...9 paving: A Exterior locations: name/mFg: logs Part B. Lau volfa standard t i ('3 e ^9 Jo po. pp g s A As 12', cl $, o ver A crushed rock or 2' Alla L Coordinate with materials rim. selection schedule. ype z A d ss a living a ea is above a garage use 2 Ia r g R' type k' G a at Pa a I delor location nameh fg: Part 3 - Execution A Coordinate with materials finish selection oohs... 2 Panels: draft box 4LIIey labeled truss - . and JI's U$L 301.4 ant table 7 -B. B. Gnashed rock 5/8' L Install f killer's reco mmedation and Cho 5 of the IBC. L C Part 3 - Exenxttlo A Capacity: $adder Desgn G Aomori¢ Division 3: oordit ith at nae w mer ials finish on scedule per Hero a per i B) Door between garage and Muse shall be tight Fitting, self- closing solid wood P L See division 0'100'1.8 for m.o. assembly requiremems for fireplaces. B. Grontry: Bidder Design Q O door 1 3/A thick UBL. sec tion 302.4(3) I. Finish and color: 2. See divtelon 11 eta requirements. 3. Gr rdlrg: zr CJ per Park 3 Execution 07 60 0 FLASH AMD SHEET FETAL 2. requ Door L Coordinate rth wi h ma selection s lection L Stare Veneer. A See Brick Veneer A Prove. (I) 2 I, se edUle 80 PVC conduit at concrete stem wall for electrical [.t err b. Stair asserbly: 2. Uri{ Paves: L n Coor with materials e selection selection se X Part 2 I Product DEVIGfS service and (1/5/5 diameter x AV long galvanized rod for electrical grounding. ` Sal y 0 A) Hadrmm b' - minimum, width 3' -0' minimum per UBL. section 1006.8. 3. Pavement marking: L Cg-ordInate with materials fMlsh selection schedule. Pan 2 - Product Part 2 - Praefuete 4. S rake Detector's: A Provide and Install per UB.C, section 310.9. 14 O B7 At Nate stairs tread 9' minimum, riser 5' maxim, All o6e• stairs tread 11' END DM51CN 3 L Gauge galvanized, pref... d. t mP'Ing- t 5. Fire alarm: A Provide and instil U$L. chapter 31010 and as required t ern Fr A Coordinate ...materials Mish selection schedule per pier eq by governing min.. rise 7' maxim. per UBL 10063. fire mans.11. 411 = 2 02100 SE111AfsE AND DRAINAGE Part 3 - Execution Part 3 - Execution Cl Top FaMrail shall be 34' minimum and 38' maximum above the stair sectlo and Part 3 - Execution not less than I 1/2 o more than 3 IT from the wall and with returns at ach ad DIVISION 5 I. Install per Chaptr 14 a. of th e IBA L Install M location per Jurisdictional require... to Part 2 - Product L The.staller to design the system to appropriate jurisdictional regUlremat and function in p UB.G section 1036.5 10800 TOILs AND BATH ACCESSORIES a manner cons:s requirements and UBL. L 5abdralnage systems: METALS 01130 SPECIALTIES Part 2 - Products W D) Install fire block, at top and bottom of stringer span and wail al, stringer A Fondatign cvainage 4' ADS perforated pipe non -rigid L Toilet ant ba accessories: y � E. per 1.150 section 1082.E 1620 COMMUNICATIONS 2. Storm sewage systems: 05050 METAL FASTENINGS Part 2 - Produ A Coo rdinate with matrials Finish selection schedule. 1 Cf Ti, f 'q C. E7 cove usable space under stair nth 5 /B' type 'z Gala use 1 lay sat ceiling Part 2 - Roducls rr1T Vl area. All faints shall be taped and sealed. Provide (2) lays or 5/e' type k' GUB at A Exterior catchasys, grates and names; L V.s: 0900 • :.:.o • I. 0 : CIA TIES L I mrusieh sla and seaarity detec tion systems: Rp�'`n � e ^ are L Coordinate with mairlals Finish selection schedule Part 2 - Product A Ridge vest manufactured c 111 und stairs. dg t Part 2 - Products A G°grdkate with materials'niah select sordid¢. ) 1. Launder Cuter t Dumbwaiter Shaft - provide 5/8' k' alE3 or 26 B. Rmh ere: s L Coordinate with h materials finish selection sd 3de L 5tgra a Clo.: Coordinate with mat 2 R�°Ie system , 1 uli Laundry pew type gage L materials Nish sel.lon scdule. L B o lt s: Use s ant sW d s or as needed for Intended 9 -ere shestmetal with lock oints on all I to shaft surfaces .11 b e self c!os lid p JOce B. Mushroom vend: maufactared by: A Coordinate with materials fimNh selection sc..... A coordinate with materials Knish ere ectgn schedule. 1 tT core door openings In9 e° G Drell pipe: 4' .5 ran - perforated tight I, L Coordinat with materials fInI. selection ...Ie OD door 7 2/8'. 3 . Sanitary sewage system: 2. Gutter 2 Clothes Cbs 3 - Mtercammwicatfo^ s .. a Flrestopping - as per UBL 114. A Sewer Il tion Itrea 8' PVC unless art iron is note 05500 METAL FA BRICATION A Goordirete with materials rtnlsh selection schacble A ea'dMate meth ma taais fInI.FI sele ction schedule f<j IS.T I L C-2 9. Structural design criteria: Ttnese rotes are provided for covrnlenoe only and do not is LO A GOnLMwpls alert precoatad 3. Panty. A Stereo system A Coordinate with materials finish selection schedule .. " ? B Septic > Per chartings of bidder desi L St !. K profile 'hi` <RSi: ^. ?-; imply that complete structural analysis has been done on this structure. 9 A ^tG -- Pan 3 - Execution Part 2 - 2 Co. Merton F Ga ri: t,Y A) Truss Loading: Load L Swdra,naA system: L Han.. and guardrails: Roe. In sizes and locauons as strewn per dwg, 3 Dane • . BND DIVISION 10 - Q Top chord lave load: 25 psi A Slope io drain and sour :d In well Gaining malertal pr details. A 2 z3 rectangular alunfom pvecoat J: 16509 / / /�///rrs���] CO Top chord dad load: R pert END DIYIS1lAJ 5 L Co.: Match Tosco 4 trim Division 11 IL GHT fMN. _ O (20 psi, if tile) 8. • Tie l0 1 Gain system. EQUIR'ETNT potion clod live load i0 psi 02800 SITE P1PIROVEMENTS Division 6 Part 2 - Products , N TOTAL LOAD 41 psi WOOD AND PLASTICS 07800 SKYLGHTS !1010 MIAINTBJANGE ErdIIPNIENT I. FM.. L Coordinate with materials finish selection schedule. , r Part 2 - Product Part 2 - Product 2. Control: A Suitch.J. Coordinate with materials finish selecti schedule Iw 0) B) Roof live load: 25 psi L Irrigation system: Bidder design 06100 ROUGH CARMEN.. Part 2 - Products L Venom cleaning system: 3. gamer. L C°ord.....melee. finish selection schedule. PA C) Floor live load: 40 psi L Coordkate with materials Finish selection schedule. L Sky,. to conform with IBC Section 2409 A Coordinate with materials finish selection ...la 4. Boxes: L Coordinate with materials Mash selection schedule. Y, D7 Stair and corridor I. load: 100 psi 2. Fars ant gates: Part 2 -Product 2. MamlFdctwa: A Coordinate with materials Mesh selection ad Mule. Ik50 R€SIDFMIAL E(AhIFMEM 5. Ochs: 1. Co ordtrete with matata!s fMbh selection schedule. O El Mechanical units: weights provided by manufacture 1. Coordinate with materials finish selection sc dole. L Rowing Lumber: Framing Wmber shall be marled . conformance with Ile WLLB. standard Part 2 - Product Part 3 - EzeoAlon * 0 laird: 80 mph exposure 'B', (dude assumed grading rates for west coast Iumbr ro. Ib, latest edltiort All K. dried minimum 19%. 01900 SEALANTS AND CALLA) 1. Garage door opena(s). L the Mstiler to desi the s no appropriate J urlsdictlonel re and Flxation in 0) G) EarUvludka Zoe 3 02900 LANDSCAPING A Jolsl ant rafters: (2xb and larger) Hem -Fir 2 or betty. Part 2 - Products A Coordinate with materials Finish refection schedule a mower cons(starf. with the Induel stdMards. Ref' to g eneral ret B. Berms and stringers: (4x and large) Doug -Fir 2 or better. I. Caulking Stepae b tadere come, )$eR) L Color- Match siding 2. Ironing board cabinet (or drawer). yr H) Allowable soli pressure Melees a soils report by a qualified engineer Part 2 - Product C. Post and timbers: Doug -Fir 9 A Coordinate with materials finish ND finish selection schedule. E DIVISION 16 Is provided, all footings ant foundations shall be on assumed 2,00 pat baring Bidder Design D. Studs, prates, and misc light framing Hen- Fir/Doug M standard. END DIVISION T 3. Free-stand, appliances: - CD af LIj s Deers¢ n oted o n drawn E TJIs a microlams: Per manufacturer. A Cooed.. mBh materials finish selection schedu ' ` capacity un es 9 - ' Division n v END DIVISION 2 F. G, pi e spar 24F v4 timber: L' Semple spare DFM31W Division 8 - END DIVISION II ENERCz7 REQUIREMENTS W J) Equivalent fluid pressure 35 psi. 2. Continuos or cantilever: 24F V8 DF/DF C CD 10. Prefabricated Fr laces and Solid Fuel Burn, Applence, G All Deer lamb': Hen -Fir Sterndard or better. DOORS M WImdJ.S RI45HR- YGTLTN STATE Et�Efd's7 CODE: A) Solid fuel bumkg appllancea Incuds al.lght stove, 'replace Division 3 General Noes: �(j ..� H. PkJ•yood /oriertd strand board (0514). APA g raded. 08200 WOOD DOORS (Lower Level, Main Level, Level) Division 12 stoves, room Ferias /fireplace stoves, factory built'rgplaces, and Fireplace Inserts, and all L.11 sheathing: YPICAL BUILDING MATERIALS' list on the drug, ` Pl@115HRJG5 L Elect. water heaterte) shall have per (55043, separate power or gas shutoff . C7 = N erg: see' Part 2 - Pro shall comply with the provisions of 5ectton d above the story J . Fl sheaths TYPICAL BU ILDING MATERIALS LIST'or to dw Naeompressibie R10 pad (Indurated spaces only) el Mewl Chimneys shall be enclosed above the story In which the 03K0 C.a.,. F01Z'1a7OJiK . °CB g' L Paul wood doom: A Coordinate with vatrals fin. aelectlan schedule. ` /p m ap orlon¢ served Is located, M walls having one haw fire resistance rating, and with a space K Other: As rated on drawings. 2. Flush wood doors: A Coodirete with materials Finish seleoUon schedule 12500 WRmpU tTREATM�NT. 2. NACEA label on lark V+ on 11 sides between chimney and enclosing wails sufficient for examination and repair for Part 3 - ...ten 2. Particle Board: APA graded 3. Stile and cohere«¢ d A C w/ma erfals Finish s election sddule. Pan 2 - Product 3. Temperature sett, (less tan or = to/ Y10 degree F _ L Fomwok and bracts for stuctral cast -In lace concrete sahil be '.contractor a A tderlaynent 4. Patio door: A Coordinate with mate, Finish selection schedule I. Widow teat ent: A Coordinate with materials finish selection schedule. 4. SMwra and lavatories shall IIm flw to (less than or = to 25 gpm (5 504 ell entire chimney Pr Walls fire be Without openings per LAIC. e -0. g p s L Floors: 5/8' NON) Cents insulation: C) Rove Rres 1 at dhl UBL. section 10821. meet the require,. or the drawings and Industry standards. 5. Other: A Caere.. Cdlraee with materi fln lsh seltlan schedule. L Baffles td mai.. I' air space above Insulation P\ form ^g Pa 2. All formwork shall be lacsd I^ such a mane as to allow cast -In lace concrete to be 2. Sheet vinyl: I /4' WOW see division 9 END DIV151OP112 \i a I ef a m .fire ce nth „„„ morrow.. pa manufacturers err UL. P P 3. Cabinet surfaces 3/4' (UDNJ 2. Baffles Lo extend A above bait insulation E7 Prefabicated fireplaces, chlmeus, and related components to bar UL. placed on solid wbstate and W allow structural support members to sit below the frost lire. 3 Trusses. _ 3. Bermes to extend 12' above loose fill Insulation .f,Q or .0 sal of approval and be Installed per manufacturers requirements. A Prefabricated omrector bat side of shall extend at last 16' In front of and V to a late wood roof trusses shall b e designed and aen b _ B. Wall .rmUtlae 0 The hear °:E(:EI VED hearth do P 9 Pd 9 08309 SPECAA-TY POOH L F are sta led bait CITY C= TU:<' +J!lA ths Flo lace I when the ion i> smaller than 6 sJ. If the is 6 s.f. o la 03 CO NG�TE tYCIhPARCMCG 1. the manufacturer M acco with the ' design spex:IFlcatlon f' metal plate comecld Part 1 - R . 0 .„., Division 13 P h P °P 3 °P•^ opening rger• wood trusses: Design drawings and details to be available upon request. I. Sliding glass door: SPECIAL C MSTRILTIO. friction fit unlaced s to hearth shall extend 30' in Mont. and 12' to each aide, per UBL. 3102.1. B. See 'Roof Framing Notes' on drawings. A Coordinate with materials Mash sel iron schedule 5. Poly vapor retarder or i` /? 1 J 2:-l6Z II. Maeomy Firemlacee: Part 2 - Product G Roof design $50 PL1�L5 b. PVA paint u✓a dry cup perm rating of I max layout, loads erg, a nd bracing s he11 be by manufacture. 2. G arage Foot (see division A) Masonry fireplaces shell be designed ant constructed to cosply with re Ing steel: pefoDeformed Deformed bar elzes and locations per clans and details. Grade 40, Fy D. Field alterations i l alterations o of truss must be designed by mdmct fauren with . A Coordinate with materials ls Mlah selection ion a duie c Pan 2 - Product L $dda I design l- Co u shall be placed: UBL. section 3102.1. a = 401mi. A Beth. Behind ph art) er /t)) u PERMIT CENTER B/ Chimney Lens ati of on: chimney must extend a minlmo 2' -0' above erg 1. Weld. wire fabric at locations per plans and details: 6xb, WL4x1.4WIF. 4. Fasteners and adhesives: Al malls .a be . 11 common wire a size. for intended purpose 856 HOT TUB B -EehMd patnlon swdslmmer l7TlE point of the building within 10' -0 of din Ch to have reinforced sand -cement Part 3 - Execution Per UBG table 23- 11- B- IAttach timber Joi.t to flush headr> and barns with Part 2 - Products onar cap, . slsloped w the shed water, or mason stone m ete cap with sand cement I. A minimum lap for all bars shall be 1' -6' or 30 daamee's, uddcheve larger. Provide Simpeon.U' hanger's .ones o equal metal t it intended purpose: Simpson hardware at other 08600 LLOODMMI -- 1. B te } A Coordinate with marials finish selection schedule a Floor Insulate. ranging w shed wain W be Die. . Parging 3/4' thick where masonry, store or concrete cap fs cow' bars to match Mrizontal r eMforcemrt Minimum coverage per details and URA Chapter Chapter locations as outlined per drawings Bolt heads, nuts, and cut wa.has per Division 5. Part 2 Robots Ape dry cup ted po barter on the worm side. 1. Note- Egress - END p1Yl51DN B B. Moisture co^ti I Insulation used, chimney (s to be reinforced with 92) bare as bond beams as show. Provide V1' mesh IS 5. Post t° mat footings comecton. Provide pressure treatd post and positive connection A Eve, sleeping room shall have at last one opera window nth a net car opening f L Atti d err space access panels to be insulated and weatiig- stripped. JOB Na: screen spark arrestor at flue termination type to footing per IBC. of 5.1 st- The opening nsigh shall be 24' minimal, width of 20' ann., with a Finished sill 5 Recessed lighting ffxtves b comply with eection 502.4A C/ Chm { height not more than 44' above the floor, per LB.G section 310 Division W 10.9,401 Insulation is installed and equivalent to the required mall R- values as shown in D) Flashing flash and counter. with min. 26 ga. galvanized sheet metal 03250 CONCRETE ACCESSORIES Part 3 - Execution U Szf B. laze UBp Chapter 14: COM/EYING SYSTEMS or equivalent t 1. The following less shown on drawings. ll wood framing details shall be E) Anchors htJ 9 Per P tables 6J or fit. hq e - Anchorage shal be ded at all ceilings and floors Part 2 - Product constructed i td to III a the minimum sanards in e. UBp All g framing shall conform the requirements C. See plans ,...9r......1 operation It vapor retarders shall be Metalled per MU, 9 9 P'O V ^9s 2. Manufactured 14100 DUMBWAITER 12. SM (67 mil b., polyethylene grow. cover, .11 be lapped 12' at point and extend more than V -3' above grade, except when constructed ¢winery within tie exterior AN a I. Anchor bolt: vrra 10' unles G s otherwise noted on drawings. A Chapter the IB er 23 of C. Minimum railing shall conform to table 23 -1 -0 of the UBC. Heigh 1p 9' ing, anchorage to be 0/ 3' x 1' steel straps cast a{ last 12' into Ue chewy, with 2- Expansion and contract. Joints: 1/2 , wings ' aspNlt Impregnatd felt as located per wings and spacing of studs shall conform table 23 -1 -R -3 or the C. A Color: I. CoadMete with materials finish selection schedule Part 2 -Product _ tkoughwt the crawl space to fou anon wall. she build an 150 d egree vg bent with a b' exten sion crowd to vertical reinforcing ham on tie and details. B. Style: L Coo... with materials Man seltlon schedule. I. Dumbwaiter: A Manufac{wer/model comber: A All exlerlor doors (except 20 minute doors) shall be weather stripped per (5502.4.4) I. Coordinate with note.. finish selection schedule B. Service hat and mid mate- Aping in unconditioned spaces shall be Insulated to R -3 outface of the chimney .. strap is to be seared W the atructwal homing of the 3. Washes; 2.2,3/16 eq. steel plate washers. .503Jl) building with (2) Irz' bolt per strap. *ere Jolst> are parallel to Ue cymney, straps are to pan 3 - E.... END DIVISION 14 44. Hating ducts in w,mrdlUOr spaces shall be Insulated to a min of R -8 (5503.102) SHEET be a... to 2x4 cro.tica connecting at last 4 Joists and secure with (2) lad I. Anchor bolt at b' -0' max OC, 12' from comer and joints, max embedment min. 1', 2 bolts per nal. a. joist type piece of :wad. WASHINsrON STATE AIR QUALITY ACT: A1 re cm Stops - as pr UB. . A r Amor Notes: B. Standard air lakage (5502A3) caulking Is complete uden installed M the folbwing locations; I. Beard sole plate/subfloor 1. Wring/plumbing/duct register peetrations 4 - fPParltitions stuud irons lower floors/ END DIVISION iT L GENERAL FRAMING NOTES ( -, z -- - -* L SEE COVER SHEET FOR ALL GENERAL NOTES AND s'-'---..- y k REQUIREMEN � TS. ' 2, SEE TYPICAL MATERIALS LIST ON SECTION SHEET _ ' 1 3, SEE COVERSHEET FOR ALL NOTES AND � L „'- t REQUIREMENTS CONCERNING- MECHANICAL, _ ` PLUMBING, AND ELECTRICAL. _ 4. TRUSS DESIGN 8Y MANUF, T USS PLAN 514OU.N IS FOR GENERAL LAYOUT ONLY SEE DIY, 6100 SHEET A -1 - TRUSS LOADING ( ' SEE Div 010001A SHEET A -1 ( (( t I ( - TRUSS SPAN PER FLOOR PLANS ( 61 - TRUSS TYPE PER ROOF FRAMING PLAN = lulu m [::) Oa ..... 1 a 0 , 5. ROOF FRAMING SPACING, 24' on_ LIRO- O Z 0 a 6,ROOF PITCH- EXTERIOR PER ELEVATION 00 E m INTERIOR PER SECTION. r0 EL r 1, RAFTER TAIL 2x4. VERIFY Z ° m - Y. S. ROOF TAIL AND RAKE OVERHANG PER ROOF - m z U PLAN, m '$11% H � 9. ALL HEADERS ARE 4x10 OF 1 2 UNA_ O w OC O Z I- PROVIDE (1) TRIMMER STUD UP TO 4' -0' SPAN ,, O AND (2) TRIMMER STUDS OVER 4' -0' UNA. z Q - SEE Div, 06100 SHEET A -I z . FOUNDATION KEYNOTES ( IL -0 O w CS Ci CS 7 CO NCRETE STEM WALL 8' WIDE WITH MIN. 15'x'.” m A m ®" ( FP -1 , FOO T ING . SEE DETAILS FOR ADDITIONAL 0 _ m 9 - - g 1 INFORMATION. � � @ 0 0 � SEE DIY, 3 SHEET A -I p 0 0 ':---2 + !>' , I CONCRETE ST WALL 6' WIDE WITH MIN. 12'x6' 9 `- m ' (FP -2) FOOT MG. SEE D ETAILS FOR ADDITIONAL i I INFORMATION, d„ O SEE DIV, 3 SHEET A -I 32' -0' N W / , FP-3 ) CONCRETE T SLAB ON FIN GRADE , 6 SHALL BE 4' THICK STEEL ROWELED ISH W/ x6 WI4xW14 WITr Ey F ON 4" GRANULAR FILL. SLOPE 2' TO DOOR O % PROVIDE THICKENED EDGE AT DOOR SEE DIV, 3 SHEET A -I 164 = 6x6 POST ON CB 1' ABOVE SLAB ON (. FP -4. j 36'x36'xB' MAT FOOTNG ON SOLID SUBSTRATE t UV/ 4) •4 BAR EACH WAY, SEE DIY. 3 SHEET A -1 (' FP 5 . I CRAWL SPACE VENT_. SEE CALCULATION BELOW, 2 1 HANGER l 5E£ DIV. 1 SHEET A -I �Z"""ZZ a p) O P T I O N ( P- C R 6 16' o.c. > l F 6 1. UN.O, 14' MIN STUD LENGTH PER UBC izi _. __. _. ._ .,. __ _ ._. _ __ _._ __ _.._ -_. _ __ _, _ ._ .._ _ _.- _ __ __ __ ._ _ _ . _ _ _ _ _ _ SEE DIV. 6 SHEET A -I m - 4x10 BEAM LINE. MIN. I CLEARANCE FROM A V \ \- ( FP ) CONCRETE AT END OF BEAMS OO X SEE DIV. 6 SHEET A -I .� w 0 ( ) 4x4 PRESSURE. TREATED POST (SCAB POST AND g , rn w I P -19 ) O Rh,. 1 FP S U BEAM WITH 2x4 O. PROVIDE) ON 90 POST a BEAM SPLICE 4 ��jj 1u \ - PER DETAIL 16/DI. CTIONE DIOY.1h POST TO SHEET FOOTING. 1�-1 r, _ I - 6. 1. 0_ 11 1 _ _ _ _ _... _ ._ _ _ _ _ _ _ - \ ) 6 BLACK POLYETHYLENE GROUND COVER .4 H S �� C 1 1 _ o ._. __ _ __ _ ._ FP -9 ` Storage RAD£. a V) 9 _ P-8 J I CONC. SEE DIV. l SHEET A -I 14 I • p FP-10J ELECTRICAL SERVICE. PRO VIDE (U 2 1/2' SCHEDULE 80 PvC _ CONDUIT FOR ELECTRICAL SERVICE ( P -2 ) 9 AND CI) 5/8'x20' LONG GALVANIZED ROD '� ,� O _ -_ - ._ ( F'._ LS FOR ELECTRICAL GROUNDING. • '-_�, -.2., _ ..,. SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS >O Ak© _ .� li �� I � (FP -11) HvAG ETGTAS REQUIRED FOR DOORS, 24 -_ /� W. 3 1 ( FP -12 J 18'x24' CRAWL SPACE ACCESS. I NSl1LATE AND C'3 1.1 2 ml WEA STR SEE D 010 SHEET A-122 E-+ "� N --''�11`ee��il��''rr ( FP -13 J PRE55URN BLOCKING OF SAME SIZE AS O \ •,! -1 ' - ADJACENT JOIST. I 2 17, { �© - - - �� © 0 (FP - 14) 24',24'X1' MAT FOOTING ON SOLID SUBSTRATE I E4 ,Ti �` \ W/ (2) +4 BAR EACH WAY OR 12 STRIP FOOTING � _ - PER DETAIL 16/DI 0 --- e® 9 1 FP -IS) 30'X30•,1• MAT FOOTING ON SOLID 5UBSTR (FP -10) N .�„�'°`°°'-'o- 'n W/ (2) "4 BAREACH WAY OR 15'x1' STRIP FOOTING Ill Garage " PER DETAIL 16/01. & GONG ° (P 15 J' (FP-16) 36',36•X12• MAT FOOTING ON SOLID SUBSTRATE (' WAY ` ,- 1-- \ - Q ( 3 1 P' -4 - 5D W/ (2) 4 BAR EACH WAY ) 1 (FP -11) STUB STEEL 12' INTO SLAB a I2 "oc C9 FLOOR JOIST 0 r , FF I 5 ® (� 18) SEE DIV. 6 SHEET A -1 Q • '� CA ET // 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST w 0) • CADET �� ( -19) OVER SUPPORT. SEE DIVISION 06100 SHEET A -I X \ „ (PP -20) PROVIDE SOLID BLOCKING THRU JOIST .46. U- SYSTEM TO PROVIDE SAME AREA OF BEAM 0 SUPPORT AS ABOVE AND BELOW /��I — m 5E£ DIV. SHEET - �W '- _ _ _ _ . _ _ _ _ __ __ _ ._.._.- _. _ 0 ® P j AT ER MIN FROM CONCRETE -� I .0e0 cm. , ) 0 ' A (F 21 � � � \7 - F � (FP - EXTEND F IS' BELOW SURROUNDING GRADE ' \ R ®h C ? G , , E9 v W �t 9 -1- .._.._ __ __ .._ _.._ __ ._._ __ ._. - _ - r. _. _ _ - _ _. _. _._ _ ,_ t 1:: 1 � �•- - \ \ ��'. (FP -23) DIAMETER STEEL POST Q W D O g• 7 _ 1650 � � � -. r > � I 1 -•\v J\ (FP EDGE OF CONCRETE / . N 313 I -BLOCK art y m '" FGIPDPTI.15TE5 ! 4'- 61/16' / B `_' N n , 1 WA F DooR SYMBOLS & LEGEND ; \ I I © ( LOAD FROM ABOVE 1 I � ' : \ \ - ■ DECK LM ABOVE r 1 ! m Q - \--, yk POINT LLI I _. I. . 1.. _..,_ _ _ _I _ _ . _ ._- - _ ' POINT LOAD FROM ABOVE W/ LOADING • CF-' -16) 0- ( P -16) i (FP- 6) - - JJP 517E SPECIFIC FOUNDATION - ®� POINT LOAD TRANSFERMCs DOWN 1 c0 ON FLAN TO 5E INCLUDED WITH dj� P EA. LOT SPECIFIC Matt Q POINT LOAD TRANSFERING DOWN W/ LOADING 1 FACKAGE <SEE SITE PLAN), FOR SITE SPECIFIC STAIR f',"'" 7TIl_E Uy C045115.1.014 5. SITE . - PLAN 45HEET 04. HANGER CT-v OF a 1 J POI LOAD TRANSFERED B ICKER032 ] JOB NO.: 9908326 n 7 y04`p PERMIT CENTER I I2' / ,I' - 3' v I6' - 9' a' - 3' 8' - I 12' ^ 3' - I 12' a' - 3' f 112' e HOLD DOWH WOW SIZE DESIGNATION 19 IT-11/2' y 0�q� VERTICAL STRAP WITH SIZE DESIGNATION 33'_0' TO BE USED ON FLOOR B / / Q SHEET STxx NOTE: ON LOVER FLOOR, _ HORIZONTALS STRAP WITH SIZE DESIGNATION FOUNDATION /LOWER FLOOR PLAN 10'-0 IN HEIG-IT OBE CONSTRUCTION O ND EXED NUBMBER ALCULATION WITH A251 FROM 2X6'8 AT 16' oc. PER 1991 LIBC, TABLE 23-Iv-13 Scab 1/4.1' - 1 WALL ABOVE WALL BELOW NOTE, UNLESS OTHERWISE NOTED, ENGINEERING AND • CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. 9908326 I GENERAL FRAMING NOTES I I. SEE COVER SHEET FOR ALL GENERAL NOTES AND - REQUIREMENTS. p 2_ SEE TYPICAL MATERIALS LIST ON SECTION SHEET - 3. SEE COVERSHEET FOR ALL NOT - cS AND `c REQUIREMENTS CONCERNING MECHANICAL, PLUMING, PLUING, AND ELECTRICAL .- < 4. TRUSS DESIGN BY MANUF_ TRUSS PLAN ` J SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING ' A SEE Div 0I0001 SHEET A -I - TRUSS SPAN PER FLOOR PLANS - f I0 - TRUSS TYPE PER ROOF FRAMING PLAN Q ,_ 5. ROOF FRAMING SPACING, 24' oc. UNIO_ ?iz - m 6.ROOF PITCH- EXTERIOR PER ELEVATION V K W D 0 a ,........ I an INTERIOR PER SECTION, p 1 t 1. RAFTER TAIL 2x4. VERIFY_ c z !ffli m - S. ROOF TAIL AND RAKE OVERHANG PER ROOF c N U PLAN. m 5, ALL HEADERS ARE 4x10 DF 0 2 UNA, m Wy�� z R 0 f I C O Z p PROVIDE (U TRIMMER END UP TO 4' -0' SPAN O z AND (27 TRIMMER STUDS OVER 4' -0' UN, z ¢ 1• O SEE DIV. 06100 SHEET A -1 i 4 - j . IdTi I FRAMING PLAN KEYNOTES ! � & 2 m I II a 1 ( F I 1 BACK FRAMING AND SOFFIT AREA AS E. e 0 @ m I 1 1 REQUIRED TO ALLOW FOR HVAC DUCTING. 0 M 'n 0 SEE DIV.15 SHEET A -I N - m'0 . = RAKED PONY WALL ON TOP OF LOIL9 =R ROOF ' ( F -2 l FRAMING MEMBERS SUPPORTING UPPER ..Zr 6 ROOF FRAMING MEMBERS. (V F I F -3 ) ALIGN EDGE OF JOIST WITH FACE OF WALL U ( F-4 ALIGN IN51DE FACE OF BEAM WITH OUTSIDE O Z • -- _ C FACE OF WALL , ui ( F -5 l UPSET -BOTTOM OF BEArI EX EVEN D W/ BOTTOM : O= '�' F JOIST AND TOP GF BEAM TENS UP ABCc O JOISTS c.,/ HANGER ( F -S l TOP F BM FLUSH WI BOTTOM OF 0 C F -6 JOIST O WITH N TO P PLATE . CUT ADJACENT • ALL FLOOR. JOIST ARE: O FRAMING MEMBERS INTO BEAM FOR II 1/8 TJI. I50's s 152 o.c. ADEQUATE SUPPORT- I I' -1 I/4' USE 2x8 PpIDSILL SEE DIV 06100 �� �- ® RE•4R FNDN S EI CALCULAT ONT > i' T 4 E- 1 I l /4' L F -1 ) __... _ __ -_ _ _ _ _ _ . a _ .. __ ._ _ - _ __ _.._ _. - - _ _. _ _ __ _ _. - _ .. __ __ 5 S E Div. 01002 SHEET A -I TAMI E _ WA �FR4MMCxHERE 1 FLOOR JOIST - SEE SCHEDULE DWG. eh ( F - B ) SEE DIV. 06100 SHEET A -1 00 x SEE ELEVATIONS AND SECTIONS FOR 11 llf { {lT lr Fin 11 lr l'r 11 11 lr lr if if 11- F ; PLATE HEIGHT * 44 _ r PRESSURE BLOCKING- T A -I ! I f-` - -- I (F -10 5E DIV 06100 SHEE r _ _ .__ _. __ � . __._. ... 1 ' t 0 y J LDBIJ L F I F L U SH - B TTOM OF BEAM EVEN W/ BOTTOM LL < � _ __,,. _�_ _.___.______ __ __. �._ __ T lr lr � I.Or JOISTS O � ~r n t { ( TOPOF BE AM FLUS W/ TOP O F JOIST AND BEAM 1U � = 1 ( F -12 ) EMENDS DOUAd BELOW JOISTS � QI � F :; m 1 = I TOP OF BEAM 5' BELOW TOP OF JOIST TO p 2 0 J 11 1 n " G ( F - l ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS r l 1 5 - I I D OWN BELOW JOISTS ^ u O __ J LDB0 L i - I .1 ( F - 14 l E 2x6 OVERAMING 0 24' OC. PROVIDE 2x6 Fy O M -_,� - STRONGBACK FURLINS AND 2x KICKERS AT > O _11 ! ' ! _v ! 6' -0' oc TO TRUSSES BELOW i I I l F -IS l 2X6 CEIL JOISTS . 9 24. OC 41 9 I ' _ 'J _ rI _ 1_ L EI CA ;� s r 1 0 cf 1 T 7 1 I w= 6 6 f 1 I - I I -t 1.0 +6r e 1 L Y _ l -- 1 ^' N I ''�wA X j % I I Yv 'ti� T ,o, ' ` O E I I; � n •+-� 1/) T _Ir U 5 %'x1518 GLB _ i "' 1 `' CITE J V WILA 6 a� - -- W�L r — — - .: � __. I�� - '3s.... ?_::`•;_... ., .,i 1 -✓ .i _ LJ'J� T .a U r_ ilr1 r 3r :or_ l L ir_ __. _lr. u lll' _ -or_ lr_ _IC_ _IC_ l _� _ S co -0 I _ l - - - -- = PERMIT CENTER L-7-, ! EXPOSED L AGL GATE d m 01 0 I Q ,._ _..}. m/'4 BAR AT 6'oc. EACH WAY 2' ABOVE SYMBOLS & LEGEND 1 , TOP OF WALL. 1111 MI N ' _ _ _ A: Y ' O POINT LOAD FROM ABOVE l'7� • •� ; l y .� , � � ._- - *- POINT LOAD FROM ABOVE W/ LOADING lti \y Cti g i Lti % ti". L4 POINT LOAD TRANSFERING DOWN y 0Y - y` - POINT LOAD TRANSFERING DOUN W/ LOADING TR)F g� QY HANGER 1 S ,/",?-4's POINT LOAD TRANSFERED BY KICKER JOB NO.: 9900326 K.0- Qy HOLD DOWN WITH SIZE DESIGNATION ti Yp' VERTICAL STRAP WITH .9126 DESIG- NATION _- - - - 2 TO BE USED ON FLOOR BELOW SHEET STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH S I /4•i-0' MAIN FLOOR FRAMING PLAN - -7 WALL ABOVE WALL BELOW 2 . ' ) • - NOTE UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. 9908326 GLAZING CALCULATION SYMBOLS AND LEGEND I GENERAL PLAN NOTES ----, TOTAL SF OF HOME 1855 SF D FAN- DIRECT VENT TO OUTSIDE MECHANICAL, PLUMBING, AND ELECTRICAL 1 / - BATHROOMS/LAUNDRY 50 CFM MIN. SYSTEM FOR UNITS: PER Div. i5,16 SEE SHEET Al I. SEE COVER SHEET FOR ALL GENERAL NOTES - TOTAL SF OF - KITCHEN 100 CFM MIN. AND REQUIREMENTS. 1 t.. - WHOLE HOUSE FAN 1 C FM MIN. VCO5 FURN WH 2. ENERGY AND AIR QUAIL ITY II�ORr•TATION r., "" - -"< j GLAZING 22033 SF O •--___'2_4 "- 1 ® WHOLE HOUSE EXHAUST FAN CONNECTED SEE DIV. I7 SHEET A -S j -- .,_ TOTAL % OF A 24 HOUR TIMER - 100 CFM MIN., NO A- PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM 3. SEE BUILDING ELEVATION FOR WINDOW 1_,-.. — _ GLAZING 11.8 % OUTSIDE TO RETURN AIR PLENUM AT FURNACE OPERATION SEE Div, SHEET A -i ❑T THERMOSTAT o 50' ABOVE FLOOR WITH MOTORIZED FLOW DAMPERS. -i___ / B. PROVIDE THERMAL EXPANSION TANK AT WATER 4. SEE TYPICAL MATERIALS LIST ON SECTION SF_ IS CALCULATED USING THE REQUIREMENTS SET SHEET 1 / — FORTH IN THE WASHINGTION STATE ENERGY CODE ® 110v SMOKE DETECTOR PER USG HEATER ADDITIONAL DOCUMENTATION TO WITH AT BTERY BACKUP INTERCONNECTED C. STRAP WATER HEATER TO FRAM AL ING AT TOP AND 5- SEE COVER SHEET FOR L NOTES AND REFER N TO SUPPORT ADDITI OLG D OF PERFORMANCE DOCUMENTATION O BOTTOM. PER UPC SEC. 608,5 ! Uric SEC, 303.4 REQUI tMENTS CONCERNING- MECHANICAL, COMPLIANCE 24 HOUR TIMER TO WHOLE HOUSE FAN D. PROVIDE PRESSURE RELIEF LINE PLUMBING, AND ELECTRICAL_ f PLUMBED TO OUTSIDE. il. w 4 ui� f�z —w U z 1 ., I FLOOR PLAN KEY NOTES ( ! ! !L1 11 OCCUPANCY SEPARATION: ( P -I 1 APPLY (1J LAYER 5/8' TYPE 'X' 61148. TO ALL WALLS AND CEILINGS OF G ARAGE S IDE FROM AND FOUNDATION TO SHEATHING. WRAP POST AD BEAMS. APPLY C22 LAYERS TO TRUSSES AND a ir 4 TJI FLOOR JOIST. 0 l P -2 TO BE TIGHT FITTING SEE Div_ 010023 SHEET A -1 e i STAIR ASSEMBLY NOTES: PER USG SECTION 1003 m 0 0 0 9 ( P -3 ) AND DETAIL 12/02. . 'A Q A. HEADROOM MIN. V -8', WIDTH MIN 3' -0'. 0 ? ''2 :1 , 7 i B. TREADS 10' MIN. DEPTH, RISERS S MAX HT. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE I TREAD NOSING. HANDRAIL 1 I/2• MIN. TO 2' U 32' -0' MAX CROSS SECTION DIMENSION AND I 1/2' N F / / MIN. CLEAR FROM WALL, RETURN RAIL B.S. IT -3 I2' I' 13' -1 1/2' D. INSTALL FIRE BLOCKING AT STRINGERS TOP l.., () / / AND BOTTOM AND ADJACENT WALLCSJ. O Q 5' -0' 8 ' -3 12' 4' -0' 6' -I 12' l' -6' E. COVER USABLE SPACE UNDER STAIR W/ 5/8' / / / / / / TYPE 'X''G.W .B. (2) LAYERS e CEILING AREAS_ a = F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. I I j SAFETY GLAZING PER UBC, SEION 2406 ` IO ( P 4 I IN' CT C B. WINDOWS WITHIN A 24' ARC OF DOORS f ovF: N v9 1 D. GLAN DO E. WITIRWELF: WITF TOP BOOM OF STARS � \ \ ,. ,._,__r � \ \ SEE DIV. 08800 SHEET A -I J f EGRESS WINDOW PER UB S ECTION 310.4 - / U OE' w [ P-5 SEE D Iv. 08600 SHEET A -I /� w - E J UE \ L -- ( D 4 ) B IGNITERS FOR GAS FIRED APPLIANCES IN W r rn W pr4 Nook ( P -6 GARAGE TO BE 18' MIN, ABOVE TOP of SLAB. A � I- i SEE DIV 15 SHEET A -1 Z 1 v., COVER WALLS ADJACENT TO TUBS AND I 'F ( P --i 1 SHOWERS WITH NON - ABSORBENT MATERIAL M " ! a E� i ( 1 Kitchen j TO - IV ABOVE DRAIN INLETS_ 0 *\p ! VINYL ( P -12 ) SE£ DIV. 09250 SHEET A -I a W I_, I o Q, Family -0 F B ( P -8 ) C L r AIRS OF FLOOR SHEATHING OVER i ( P 5 CARPET P -15 — 8' MAX. RISER WITH IO' MIN. RUN IF MORE d THAN (3) RISERS, HANDRAIL REQUIRED PER 8 UDC, SECTION 1006 SHEET A -I I.y c J.ER . RETURN WALL 12 : ; ' ■ r RERET 20' iiR Lf� 30P0A FU .. I OF STAIR UP 14R ( P -ii 1 CLEARANCE INSULATE AND WEATHER STRIP. W 0) r / �� �,� 6x6 POST SEE DIV. 01002.1 SHEET A -I E. / r/ O _ 2x6 1-ALF WALL ,= L FLOOR MAERAREAK LINE O I�e�{�,'' C p � SB � dC 1 5TAL ' p WALL LINE ABOVE I w i I 0 \ / I ,,, 01 x 9 e 9 -\ ( p_i4 j WALL LINE. BELOW 0 0 ( 1 5 FIREPLACE ASSEMBLY NOTE -/ ( P 12 ) \ - � �v\' 1 1.� I HDWD 2 ( P -12 ) ( P -I8, l P- A. DIRECT VENT EMLAS, INSTALL CO \ L. - - -- L--_-L.-.. - i - \— ■ ■ ∎ `,, \ PER Mf{,. SPECIFICATIONS, SHALL C'? m1 2s Q i CONFORM TO USG REQUIREMENTS. d. 311 SEE DIV. 010028 SHEET A -I LD II r w11 B. ZERO CLEARANCE FIREPLACES SHALL '4 Dinin Q CONFORM TO USG REQUIREMENTS. c o • 9 ' Living SEE DIv. 010028 SHEET A -I CARPET - P 1212 i CARPET _ C HEARTH SHALL CONFORM TO UBC 3 REQUIREMENT. O CV SEE D 010028 AND 9 SHEET A -I C ? • 2' -3 1/2 3' -8' �I 3' 3' -9' 1' -2 2' -i' �S� @' - II' lilt, D. IV. SEE OPENINGS AROUND PENETRATIONS 'w� CD B R0. v AT EACH FLOOR PER UMC. v+ I '�\v y{ ( p ,,,.., ) SEE SITE PLAN FOR EXTENT OF WALKS U \ AND DRIVEWAYS // r P -I1 ) 3' DIAMETER STEEL POST W C L ( P -12 ii 0-12 1 L ° N 36' GUARDRAIL PER UBC 509 Li v (P 18 ) A_ AT STAIRS SLOPES AT 36' CO j _ ABOVE STAIR NOSINGS. 0 -- 6050 'B' VENT FOR MECHANI I' W N - N \ \ (P-13 ) CLEARANCE ALL SIDES PER CSC g CO I P 4 I - .,.:LL6 °`° SEE Div. I5 SHEET A -i c Lf� 9 r 6' -5 12' / 6' -lI I/4' 4' -10 V4' 1, 6 -0 / 6' - 11' _ (0_2 PLANT SHELF �;. m T. V Covered TO RARE v e ( 0 -21 1 UPPER AND LOWER LINEN CABINETS Porch I ( P -22 1) SOFFIT AREA Q \ WOOD . El Eli a' INTEGRATED MAKE UP AIR IV E J El m �\ ( P -23) I F TUK�N ILA ( 0_24 ) 2x6 STUDS W/ K - INSULATION MIN - Al Al I Landing :, ,‘,2,,,,,..:, PERMIT CENTER CONC. I ' , ‘,VA , - TIRE J — SQUARE FOOTAGE JOB No.: 9908326 0 MAIN FLOOR 835 SF WV UPPER FLOOR 866 SF BASEMENT 162 SF I I 412" I1' -3' 9'� 12' -10 I2' ,9^,412' / 32 '( / TOTAL 1863 SF t SHEEP GARAGE 637 SF MAIN FLOOR PLAN DECK / PATIO 117 SF A3 SQUARE FOOTAGE 15 MEASURED TO THE Scab V4'•l- ' OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. 9908326 L J I GENERAL FRAMING NOTES 1. SEE COVER SHEET FOR ALL GENERAL NOTE5 AND ; ` REQUIREMENTS. i 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET f 3. !:! TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY ,7 SEE DIY. 6100 SHEET A -I ■ - TRUSS LOADING ' DOD,---1(A(N) SEE DIV. 010001H SHEET A -I - TRUSS SPAN PER FLOOR PLANS - SEED TYPE PER ROOF T FRAMING PLAN S. ROOF FRAMING SPACING, 24' cc. UNO_ p z U 6 R OOF PITCH- EXTERIOR PER ELEVATION U E R' INTERIOR PER SECTION. ~O T. RAFTER TAIL 2x4. VERIFY. Q_ S. ROOF TAIL AND RAKE °VER-IANG PER ROOF Q- p I �Q� z PLAN. m m i 9. ALL HEADERS ARE 4x10 DE •2 UN.O. OID 1T �O V m PROVIDE CU TRIMMER STUD UP TO 4' -0' SPAN z AND (2) TRIMMER STUDS OVER 4' -0' UNO. z n Q 0 SEE DI, 06100 SHEET A -I > . 11 I FRAMING PLAN KEYNOTES I :0 F6 m E m Eii °.6 e I BACK FRA TO G AND SOFFIT AREA UC Q 9 @ O B ( F -I REQUIREp TO ALLOW FOR HVAG DUCTING- M as 5 SEE DIV.. SHEET A -I 9 m El I ( RAKED P WALL OOP OF O ' ( F - F RAM ING MONY EMBERS SLI T PPORTMG LWER UPPER ROOF Nr ROOF FRAMING MEMBERS. e. VI tt F -3 ) ALIGN EDGE OF JOIST WITH FACE OF WALL C ( F-4 1 ALIGN INSIDE FACE OF BEAM WITH OUTSIDE 0 < I J FACE OF WALL F - 5 ) U ( PSET - BOTTF3BEAM EYE' W/ BOM I JOIST AND TOP OM OF O BEAM EMENDS UP OTT ABOVE OF O JOISTS yy ( F -S , ( TOP BEAM IS FLUSH WITH BOTTOM OF 1— l F -6 3 J015T OF WITH NO TOP PLATE. CUT ADJACENT � ALL FLOOR JOIST ARE: Z �O FRAMING MEMBERS INTO BEAM FOR II 1/8° TJI 150 . Is-.2 o.c. ADEQUATE SUPPORT. _ SEE DIV. 06100 �� o- ' 1 V4' / 1' -1114' - 9 5/8 1 /4 ' ATTIC SPACE VENT = 1' ,1 I /4' 5✓ ' - 114' ,g{ 1 / . 3 : 1 J' -4 ,1''" 0' /" -1 1/4' ( F 1 5EE CALCULATION �L 1 /4 / I I I FRA G HEM FEE JOI5 SHEET 5C ED E DWG_ M j MIN LO R E UL 00 ( F -8 � 5EE DIV. 06100 SHEET A -I 12 4 04 X �, + o SEEVATINS AND SECTIONS FOR O ~ w �� ja ( l F -9 PLATE E EL HEIGHT w ri - i - ( F -10 ) SEE DIV. 06100 SHEET A -I it4z RFT 9 J 2x6 RS , W/ BOTTOM Z F - OF JOISTS FLUSH - BOTTOM OF BEAM EVEN Il ) Fq C" Q w' l / - 2x4 CEILING JSTS ( - „� M `�' ( OP GF BEAM F LUSH W/ TOP OF JOIST AND BEAM P y r I-I-I �^'-. \ y ,; F -I2 ) EX ! MEI ( T D BELOW J OIS T S W = I I BELOW JOISTS a _ ® T OP OF BEAM 5' BELOW TOP aF JOIST TO Q _ 'f I ( F - ) ALLOW FOR HYAG OVER BEAM AND BEAM BUMPS _ ' { . .# • . '' • DOWN r�l 2x6 OvE1�RAMING o 24° OC. PROVIDE 2x6 FM I I , m ( F -14 ) ST RO'GB T PURLINS AND 2x KICKERS AT O 1 -- n 6' -0' o c TO TRUSSES BELOW. > SOLID c J g nJ EI�1J0- ( F -15 , 2X 6 CEILING JOISTS e 2 OC � j I ` ' - 1=3 / 4 x11 -1/8' LVL! .. -2Un 4 1 E T WI S a ! 1'1 1 , co _tea ci — — g - .; 2 -IVIF kit -1 1 PS ; Ln . �° n O LCJ -'x ;x oo d `. C/ c It .f.... O LL N , R E�EIVEO N s° CITY OI TJ�(WILA il ...-.,....- 12 = 1 .11 1 :: 11 - 42 i ism I, El L W ;1 - - PERMIT CENTER "CC 8 L d Q7 � d - " SYMBOLS & LEGEND 1 !I - -- -- ` ! Li i O POINT LOAF FROM ABOVE IZIL • ti POINT LOAD FROM ABOVE W/ LOADING ALIGN SE I I i, FACE MI COLUMN I - _- �t „ 0 POINT LOAD TRANSFER'. DOWN • C'1'' o';`_4 yrp4'P? h '1 � "`'`1 � MT LOAD TRANSFERING DOWN W/ LOADING ' i - 4i \ O 0� P mLE '`J Qti HANGER �" �' 7 AI� —. /r+;? ” � POINT LOAD TRANSFERED BY KICKER e A / - HOLD DOWV WITH SIZE. DESIGNATION JOB NO.: 9908326 I1 r VERTICAL STRAP WITH SIZE DESIGNATION Q 7 BE USED ON FLOOR BELOW SHEET STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION • UPPER FLOOR /LOWER ROOF FRAMING PLAN O NDEXED NM BER ALCULATION WITH A4 Scab V4'•1' - --= WALL ABOVE. - WALL. BELOW NOTE: UNLESS OTHERWISE. NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. 99083326 I SYMBOLS AND LEGEND I GENERAL PLAN NOTES I • El FAN- DIRECT VENT TO OUTSIDE MECHANICAL, PLUMBING, AND ELECTRICAL 0 - BATH IV. ROOMS /LAUNDRY 50 CPI MIN. SYSTEM FOR UNITS: PER D 1516 SEE SHEET AI 1. SEE COVER SHEET FOR ALL GENERAL NOTES [ - KITCHEN 100 CFM MIN. AND REQUIREMENTS_ -WHOLE HOUSE FAN 100 CFM MIN. VTOS 2_ ENERGY AND AIR QUAILI INFORMATION P. QUAIL'," r SEE Div. Il SHEET A -1 ® WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN., VTO A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM 3. SEE BUILDING- ELEVATION FOR WINDOW � a OUTSIDE TO RETURN AIR PLENUM AT FURNACE OPERATION SEE DIV_ 8 SHEET A -I < 1 ] THERMOSTAT ® 50' ABOVE FLOOR WITH MOTORIZED FLOW DAMPERS. 4. SEE TYPICAL MATERIALS LIST ON SECTION B. PROVIDE THERMAL EXPANSION TANK AT WATER SHEET 0 110v SMOKE DETECTOR PER UBC HEATER WITH BATTERY BACKUP INTERCONNECTED C. STRAP WATER HEATER TO FRAMING AT TOP AND 5. SEE COVER SHEET FOR ALL NOTES AND I BOTTOM. PER UPC SEC. 6089 4 UMC SEC. 303A REQUIREMENTS CONCERNING MECHANICAL, I fQl lQ 24 HOUR TIMER TO WHOLE HOUSE FAN D. PROVIDE PRESSURE RELIEF LINE PLUMBING, AND ELECTRICAL. I ` PLUMBED TO OUTSIDE. IF O U g U a O 0%F_ w � � -Z I FLOOR PLAN KEY NOTES I a z Q OCCUPANCY SEPARATION: Q > z IL ( 1 P -1 l APPLY (I) LAYER 5/8' TYPE 'X' am. . TO ALL ,p O z WALLS AND CEILMGS OF GARAGE SIDE FROM z Q Q O FOUNDATION TO SHEATHING_ WRAP POST AND n -.§ Q BEAMS. APPLY (2) LAYERS TO TRUSSES AND w p 1 TJI FLOOR JOIST. e-wi ( SEE Div. 010029 SHEET A -I T )3 � a E l P -2 1 TO 3/5 MIN. SOLID CORE DOOR WIT. 5E, BE TIGHT FITTING SEE DIV. 01002A SHEET CLOSER_ I m 0 m m t¢�II STAIR ASSEMB NOTES= PER UBC SECTION 100 m 0 E I M 22i I HEADROOM M P - 3 AND DETAIL 12/D2. p'4 0 m s 0 A. M. 6' -8', WIDTH MIN. 3' -0'. 0 r ? m v B- TREADS 10' MIN. DEPTH, RISERS 8' MAX MT. 1 G. HANDRAIL MIK 34' TO MAX 38' ABOVE I TREAD NOSING. HANDRAIL I I/2' MIN. TO 2' 32' -0' MAX: CROSS SECTION DIMENSION AND 1 UT (V / MIN. CLEAR FROM WALL, RETURN RAIL ENDS. / 5' -T 5' - / 4' - -l' 10 ' - D. INSTALL FIRE BLOCKING AT STRINGERS TOP O 6 / AND BOTTOM AND ADJACENT WALL., Q /,. 3'-11 1/2' Z -1 1121 -1 12 3' -II 12' 1 5'-5 112' f , 5' -5 12' / _ E. COVER USABLE SPACE UNDER STAIR W/ 5/8' t h ITY, 'X' au._ (2) LAYERS a CEILING AREAS- 1�1 F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS- L' SEE DIV. 01002.6 SHEET A -I. O I I P 4 , SAFETY GLA ING PER BC, N SECTIO 2406 A. WINDOWS Z WITHIN IS° U OF FLOOR Z B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS 2x8 WALL D. GLAZING IN DOORS FT FOR B -VON E. WITHIN STAIRWELLS ( P -re ) F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE ( 2040 \ \ \ ,�,�._:� �._—- s+- ��.c°.=- y.�.�- .vim. --�T cL ,_.�= 5 � ^.s. =s-°F. _ --•.;: \ \ \ P 5 DRESS W PER UBCT 310.4 X 11 E 00 W ;ate *,?. 1 SEE DIY 08000 SHEET I SECTION 3I0 P - 5 _ R45 , a ( ) IGNITERS FOR GAS FIRED APPLIANCES IN F �—J E s — l i _ ( P - 6 ) GARAGE TO BE 18 MIN, ABOVE TOP OF SLAB. `^ '� V1 A M W.I.C. 1. s ® 1 I ? SEE DIV. 15 SHEET A -I z CA �1 �. - 24 RPET I� VfOS '� C OVER WALLS ADJACENT TO TUBS �°a� k CLIP I _ ( P -1 J S HOWERS WITH NON - ABSORBENT MATERIAL AND 4t 4< Q -,r30 2 B - \ CORNER o 9 is - �y o T , _ 0 0 TO 10° ABOVE DRAIN INLETS. p M s M A ( P - ) ; 1 \ i4 SEE DIV. 09250 SHEET A -I QI IA Bath l m !m e ( C2) LAYERS OF FLOOR SHEATHING OVER = \ L m 1 g _ 2 VINYL Bdrm #3 v 71 ti ` P -8 ) FRAMING. , j } r� P , 24 CARPET s A I 8' MAX. RISER WITH 10 MIN. RUN IF MORE r�� ff 810 ' 0° _ 3 E� m P -9 UBG, SECT 1006 5 E R E A T IL A REQUIRED PER �/ CLIP CORER T' u t ` � —� ( I S'x24' CRAWL SPACE ACCESS. INSULATE T AND 3'T, M. Bath 50,KER — _ �' V 6 �BP C P -IF-12) l WEATHER STRIP. SEE DIV 010022 SHEE -I S GA T I 3' A P , � - 5,>, ( 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD r g C3 26 ii R. cg T 1 P -11 1 CLEARANCE. INSULATE AND WEATHER STRIP - Lw, Z _ Ili e R iS SEE DIY. 01002.1 SHEET A -1 E. 8 I � H His 2x6 WALL FOR RETURN AIR ( P_12 , F LOOR MATERIAL BREAK LINE rn 0 �0. O G x�,■'■■ R45 > \ 9 ( -I3 I WALL LINE ABOVE `" '� SD � 11100...._ 9 - ( q I WALL LINE BELOW m ® • '* R - FI REPLACE ASSEMBLY NOTES `� VW ■ "■� I 1 P -15, A. DIRECT VENT. FIREPLACES, INSTALL PER MFG- SPECIFICATIONS, SHALL CO - ��-'�-- 8 . PECIFI I 5 I CONFORM PECIFI RIREMENTS. :� ; _` SEE DIV 010028 SHEET EQU A -i 1 0 I S\ A m „ ` B. ZERO CLEARANCE FIREPLACES SHALL _ _. ..,.. - CONFORM TO MSC REQUIREMENTS. [_/ � 5EE DIV. 01002.8 SHEET A -I , 1 M. Bdrm. 1• O D G HEARTH SHALL CONFORM TO UBC UIREMNT. \ Div. 1002i 10 -0' T -6' 8 -9' , 5' - 1/16' II1I 9 STAIR D. FIRESTOP OPENINGS AROUND PENETRATIONS �- .-- r LX #2 - AT EACH FLOOR PER C. CV Bdrm #Z S EE SITE PLAN FOR EXTENT OF WALKS 0 ; CARPET \ ( P -I6 AND DRIVEWAYS 1.1.1C. / � 1- 5) r _ S A E 'a ( P -Il 3 DIAMETER STEEL POST rt� co -c O * M l I P 1 I 36' GUA PER UBC 509 ..41r,„„ _C CO N I l P -5 , ;a 1 A. AT STAIRS SLOPES AT 36' (0 ) z1 ABOVE STAIR NOSING5. Co) 9 \ \ ( P - ) 'B' VENT FOR MECHANICAL. I° W g \ �� 5040 *- �•- �_ --�- �z °- `"� \ \ \ P - 19 CLEARANCE ALL SIDES PER UBC ,- . 5040 —.1 ( SEE DIV. 15 SHEET A -I T U I (P_20) PLANT SHEL A � „ N I ( P_21 7 1 1 UPPER AND LOWER LINEN CABINETS ! ( P - ) SOFFIT AREA CA: r1 I LJ LJ (P_2. l INTEGRATED MAKE UP A /// `���y� ROOF L LOW _ _ _,__ ': ( P -24 ) 2x6 STUDS W/ R -I9 INSULA MIN. QC : T '' I - 3` A iiTLE RlgI RECEI'JEO CITY CF ISWILA _I P ') `. I`Iri: 1 3 2Iij2 JOB NO.: 9906326 4-k IN ' 'III' .--",--- PERMIT CENTER t r / 4.-110. ^ R - 410' / 4' -6' / l' -3' / 1' -3' / - . / IT -6' / 14' -6' / SHEET / 32' -0' UPPER FLOOR PLAN S SC110 114,1'-0' 9908326 I • I GENERAL FRAMING NOTES 1 -1 I. SEE COYER SHEET FOR ALL GENERAL NOTES AND 1--=-. ; ! ! REQUIREMENTS. 1 +-. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 'L..._ \ 1 \ c 1 3- SEE COVERSHEET FOR ALL NOTES AND t 6 - REQUIKtntNTS CONCERNING MECHANICAL, _ PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF- TRUSS PLAN SHO0.N IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -1 - TRUSS LOADING ' SEE DIV_ 010001A SHEET A -1 - TRIJ55 SPAN PER FLOOR PLANS . I 1c i - TRUSS TYPE PER ROOF FRAMING PLAN Q m 5. ROOF FRAMING SPACING, 24' ot WO. p z U 6 6. ROOF PITCH- EXTERIOR PER ELEVATION U i IL"W INTERIOR PER SECTION. ! ; ;F: I f SEE DIV. 06100 SHEET A -1 i r O l!& I FRAMING PLAN KEYNOTES I > 0. um 0 ( F-I BACK FRAMING AND FFIT E AS 0 O . 0 l REQUIRED TO ALLOW FO HVA C DUCTING- 0 SEE DIVIS SHEET A -I 0I� _ `� _ ( RAKED PONY WALL ON TOP OF LOWER ROOF I - ( - F -2 1 FRAMING MEMBERS SUPPORTING UPPER F ROOF FRAMING MEMBERS. e4 F ( ( F -3 ) ALIGN EDGE OF JOIST WITH FACE OF WALL BELOW ,..4 C=7 ALIGN INSIDE FACE OF BEAM WITH OUTSIDE 0 Q ( UP5£T BOTTOM OF $EAM EVEN W/ OOTTOM OF '4 F CORNER BETS 4 END CORER SETS 4. END I S ' I JOIST AND TOP OF BEAM E XTEN DS UP ASOVF O JACKS ® 24' ac JACKS a 24' cc - JOISTS / / 4' - F _ 6 TOP OF BEAM IS FLUSH WITH BOTTOM OF l 1 JOIST WITH NO TOP PLATE. CUT ADJACENT w -0 FRAMING MEMBERS INTO BEAM FOR p ADEQUATE SUPPORT. uu ( F --1 ) ATTIC SPACE VENT l SEE CALCULATION A � > SEE DIV. 01002 SHEET A -I A M 1 04 FLOOR JIST EE SCHEWG. U li■ � �. F - B / SEE DIV. O 06100 - S SHEET A -1 DULE D OC x I I 2 . SEE ELEVATIONS AND SECTIONS FOR F -' H ( I l F - Im � MOB "_ - j� I _ ( F -I( FLUSH - BOTTOM O F BEAM EVEN W/ B OTTOM ` Q ,., m I ( TO JOISTS • a 8; ( TOP OF BEAM FLUSH W/ TOP OF JOIST AND SEAM py r��1l NI [ F 12 ) EXTENDS. DOWN BELOW JOISTS �1 M. ` m z � ( F 13 1 TOP OF BEAM 5' BELOW TOP OF JOIST TO ' •1 _ - P G I , DO l ALLOW FOR WJOI STS OVER BEAM AND SEAM BUMF'S 3 c DOWN W JOI F+�1 p '� ., o - pill € rilli,„ _ _ -R ( F -14 2x6 OVE15= ING a 24 OC PROVIDE 2x6 p m' ( STROBAGK PURLINS AND 2x KICKERS AT O . �y 6' 0' oc TO TRUSSES BELOW. I.I Q u ' � C ( F - 15 ) 2X6 CEILING JOISTS s 24' OC U mi I = iii ' ROOF VENT CALCULATION 0 d BASED ON 3 2 -1/7 HOLES PER VENT BLOCK W a s ROOF VENT CAL BASED ON UBG SECTION 15053 iii � - III" S TOAL ROOF REA 882 / =287 a a 50 AT SAVE =144 SF REQUIRED 60 a 36° !MIN) ABOVE EAVE = 144 SF REQUIRED g iul 2 ROOF AKS A0 Q. IN. E P / � rJ . SF 4 ^ ' • ' Q SF - 88 L co '.' 1 GABLE END VENTS AT 18 DIA. =24 SQ. IN =0.9 SF co. OD 1 1 0 ' ® I 2 GABLE END VENTS AT 24= DIA. = 58 50. M. =0 SF .4... LJ � '. TOTAL VENTS PROVIDED � O U� 1— 5'F ROOF JACKS = 0.69 SF , ' I 1 � 6 £AV£ VE GABLE ED VENTS 0.97 SF CO CO _ -:-.-4,-i'-'-: TOTAL SF OF VENPROVIDED =3.45 SF s N • AREA MAY BE 1/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARD SIDE OF THE ATTIC INSULATION. UBC 15053 W aj �y r- ..A u , =--- -- !, ' " EFT- EGTIYE VENT AREA BASED ON A 30Y REDUCTION DUE TO I/4' MESH ; u }- p M ink )'-°) SYMBOLS & LEGEND Q O O i 0 ti POINT LOAD FROM ABOVE Ca _. _ ROOF LINE BELOW I CITY OF-��'J:CVG'ILA 0., _v POINT LOAD FROM ABOVE W/ LOADING ' I' ® POINT LOAD TRANSFER!. DOWN I I �- ?�j � 7_ 0'3 PERMIT CENTER 0 ' 0� POINT LOAD TRANSFERING DOWN W/ LOADING TfiLE I g _. 2 HANGER 4---) ..._/ ,JI `� ) 4i JOB NO.: 9908326 POINT LOAD TRANSFERED BY KICKER �1i2 \�5`i h� /�r� 1'� HOLD DOL. WITH SIZE DESIGNATION ," '-' m �P? VERTICAL STRAP WITH SIZE DESIGNATION - - - - a TO BE USED ON FLOOR BELOW SHEET STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES SEAM UPPER ROOF FRAMING PLAN O INDEXEDNMBERCALCULATION WITH A6 SCALE 174'=1' -0' , ; 17 -------:- WALL ABOVE Z=It WALL BELOW NOTE= UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. 9908326 12 24' DIA GABLE END VENT T 312 .z I . I 1 ` '(` I �- f ,n 1144, � „,)I Il11nI� I f i1{, i t lj ' I _ ILI I 1111jII I 1i I 1 Allill I riI! Ni iI ;!r I` i Ili 11II 1l ilc -I-- 'I 1 1 iI I �� I I I _"_ 1 1 1 11 1 1 l; J t I I L : i Li 1 ' 11 tl ! I ;T f I l � i? i 1 1 11H I L ■ ,.,,...� :- 1 ' _ 1,-4L i- L ;',: i tYT " ._I. I ! 1 � . ' ,', I J-L i I 1 i )1 l a' GABLE END VENT , - -i Z .� ., I it I 1 i I I �).J 1 II!f / I �e 'N.1 , --- 12 4 �11 I IL ' ILI-�i �( U, : 1 (I II LI I 11 I 6 I I 1 1�1 {11 1 ] �[ I �� 1 1� � i I IL I j �Aeo TRIM iii L Lj I 11 111 � i {M I I 1 1 ' I I'1 I� f � � w--i l 1 l ;1 1 1 ) 1 _ f -, 1 i I 1 ,) ' t I I { L I 1 J I 70P PLATE III I i :, L) I_I 11 _ II I I II ii 1 u 1_, ll ) ` �I u u II 111 , j 1 1 II n z •- I WIN HDR HGT. H 6' EXPOSED SIDING ' O ��.���J� PAR O l 1m un nn nn nn �� � ■■ ■■ ���� .� 11111m� Ile' SHUTTER w F- IIIIIIIIIII� ` _IIII N IIII ow Nu IIII� li � r 2x2 TRIM � "" �"" ■tr■-,� 1x6 TRIM io SHAKE SIDING 't' a O w z U �- __:_� _._ AROUND SIDE �� •■ MI •■ �..J � NM i L ji t �� U m .- a K --° OF BUMP MT. X 111 1 111 IL'�i e1r1∎ mum u 0 - o > z a i 1 1 1 till _ 1 1 1 1 i ■ 1 I I �!L ,�./�M s u. '�` o z o, _ini t!1 I I. I t I -t i 111111 11 1 J 11 li 1 mz4Qm '; I I t 1 ! - L. : I i I. I , 1 I i i ! 1 r 1 1 1 i 11 w l O 1 w 11111111:7 1 1' 1 I I I jI! . I II 1 1 1 1 Y i11, I ! 1 I' � Imo �'II —, �..'''� i \ \ ��LLwN� I T' )1 I 1 11 I i � L i 1 1 I I i( I I ` UPPER FLOOR � sxb TRIM Q 1x4 RIM 11 I. 1 II. 1 I 1 :T 1, I It II .i I I11,'i!I i ii ii ..I 1 i,I. Iii II II 11 111111 TOP PLATF m�gmmEi, OVER 1x6 TRIM _�_/ I _ I1 WIN. HDR HGT 0 _ r I� ' �� m1 r • 1 a e e a Ile' SHUTTER • I,I , ❑ ❑ i I iiii S� EV TTER SIDE ELEVATION xO D III ra � I = A1 � 1� I i ,__ 0 2,4T IM I 1l��� 111 1111111 1111 II s c 1 -'111L ij SIING �., s ' MAIN FLOOR W ••Ii 1 111 \--\ HI 111 TOP PLATE D i;s: 0 IIII - Dta...... 1111a 1/1111► (�I �11r1e _ � 101111111\ - 1 \ - SHAKE SIDING 1 ■li r rre 1 1� � 1�� �J .-- �1, e 1 1 1 1 111 .. 1. � Z o BEVEL SIDING u N1�111 -1 r " =I i EE 111!G�� ► - J�I 111 1111 m �I i:,2 fl 1��711:, 1 1 I; 1 • 11 1 ! Jm' UAL .12 HGT. �, MI r e� % M I IR 3=112' = r w / TOP PLATE \ in I wir 4 IF ? F 'I' ri WIN. HP HG-T. I I I��I 1 1 N N 9 ,_ - LH 1 I1 i° - , ` � aE L e 1.I GARAGE FLOOR \ \ �. � �,� b RZ.SID UPPER FLOOR ING /r` R?. SID TOP PLATE \ 4 HD !"� > WIN. HDe HG-T. 0 W III 10 �6 FR ONT ELEVATIO a e_ M AIN FLOOR ` , 4.1 z H TRUSSES PER PLAN .r) TYPICAL BUILDING MATERIALS w I TOP � PLATE \ ROOF CONSTRUCTION TO 14/ HGT. OD ROOFING (DIV. 7) SHINGLES (DIV. 010005) U \ C'7 BUILDING PAPER: (DIV. 7) 30# BUILDING PAPER I I L1) REAR ELEVATION SHEATHING (DIV. 6) 7/16' OSB OR EQUAL Scab I#3,1.-0. FRAMING (DIV. 6) PER PLAN (I Hall Bath W.I .C. `° m CI5 CO INSULATION: (DIV. 7) R -30 BLOWN -IN ,, - SOFFIT: (DIV. 7) 1/2' RE -SAWN PLYWOOD I' M. Bdrm ^ o GWB: (DIV. 9) Re GWB I 0 m ` O CV s 0 EXTERIOR WALL CONSTRUCTION e sir, 12 (/� 6� I _r ' L SIDING MATERIAL: (DIV. 7) WOOD SIDING (DIV. 01005) _ UPPER FLOOR V O BUILDING WRAP: (DIV. 7) 15# BUILDING PAPER _ 12 SHEATHING (DIV. 6) 7/16' OSB OR EQUAL FLOOR JOISTS PER PLAN T� � \ \ AA`` i - 0 24' DIA GABLE END VENT . 1r— FRAMIN (DIV. 6) 2 x 4 STUDS AT 16' OC - - W -- INSULATION: (DIV. 7) R -13 SAW W/ INTEGRAL VAPOR BARRIER WIN HER HGT. \ •\ G GWB: (DIV. 9) 1/2' GWB Vill 1 11 \ .. i1 I � L W d_ FLOOR CONSTRUCTION I i is Fo er Kitchen II m m > `� WSW FLOORING: (DIV. 9) FINISH PER PLANS (DIV. 01005) i (DIN BEYOND) (BEYOND) B IF) (DIV. 6) 3/4' T &G (PLYWD, COMPLY, OR EQ.) i le.„, d- m FRAMING VIA) PER PLANS i 5 1 pp, N I �6' EXFOOED 111 I NB Il INSULATION: (DIV 7) R -19 BAIT I ! 12 HONL SIDING SOFFIT: (DIV. 7) 1/2 RE -SAWN PLYWOOD I I 1 i I _ 6� �111��116�I0-, TRIM:(DIV. 6) - ..... MAN FLOOR �t f - : :::: 111111 HE SILL: 2x6 JA2 ToP PLATE IN - L;_ OUTSIDE: 2x4,2x3 I I - _. PERMIT CENTER F ASCIA: 2x8UNO 1 r :- , � '+. X '''TV, TITLE ._ I I _ 3„,., JOB NO, : 9908326 1 Garage Storage . _ : - -- -- - i 1�� u I ' GARAGE FLOOR \ SHEET I SEE SITE PLAN FOR SITE SPECIFIC U F OUNDATION INFORMATION SIDE ELEVATION ®a e. A7 Scale VB'•I' -0' 8111VF‘ar BUILDING SECTION A -A ®� 9908326 Seale V4' :1'-0' J 16' ' MIN. ::;: PER PLAN ME TTP. EXTE WALL CONSTRUCT OR SIZEPER PLANV 6 SHEET A -U SHEATHLL CONTRICTIOd CLNC - 4' ROCK OVER 0 HDR W SHEET A -U VAPOR BARRIER INTERIOR BEAR. WALL (DIV 6 SHEET A, ► 91 - -_ 541R WALL . W/ 2'X/6 ' SO_ TE Z L SCOED. ►� ILATION 4' -0' O Iv. 3 FS4 z / GRADE EXCEPT AS NOTED N SH.. E il PLATE OFFSET 3 /4' D. E Q EACH ST'I LLL F I- L 5 CHED { ® W 1 I � ► _ a X a z '4 AR 10' 0L., I' -6' COR N � 3 ' O . C . e ALL L L OV- DIV. 3 SEET A-17 Ill . -. ► 1 .4 VT. BAR SAME AS STUB STEEL SPACING-. 1 _ DRS. < STUDS UND. ►� L MEMBER s y `g ► �: ' - (DIv. 3 SHEET A -I) = 4-` Z ,� d F ON SHR WALL SC4ED. r 2c '^ — CRIPPLE WALL PER PLAN t �Yh�. '� >✓ - e: SLAB ON GRADE PER PLAN (DM SHEET A -U TIGHTLME Z 0 n � 2 -2 AT ANY SHEATH JOINT - Q O d FK 29 m F = -{ Q _ ::FE v - j 2' -0 MM. E R PLAN (DIV.3 SHEET I 4 111 USE 38-16.0 UB NAILS EACH 6 - ' •1 W f 1 UN.O. ►� ' - 4' PE. FT G- DRAIN WiFILTER M 14' G -RAVEL 1 2X4 PLATES, NAIL SHTG. .E FOUNDATION DETAIL., BED (DIV. 2 SHEET A-17 O rd f2) •4 BAR CONT.lpIY 3 SHEET A, , Z '_, 15 SOLID SUBSTRATE 1 Z - _a__ 1M = -- (2 5 o AB_ W/ MIN T L PER PLAN / !2) 4 BAR CONT. (DIV. 3 SHEET 4.-1) Q § O EMBEDMENT UNA. ON SHR E - �� 5. FOUNDATION DETAILS W ti ------------- CONTINUOUS FOOTING Z o ®APA LATERAL RESTRAINT PANEL O CRIPPLE WALL a FOUNDATION ®3/4'.1'-0" FOUNDATION DETAIL (D r FOUNDATION /FRAMING CONNECTION O FOUNDATION DETAIL q 3/8'.1'-" , :,. : 7 V 3/4' =Y p• s,u _ _ -i)�' , sl c $ x cw _ :_, 3/4' = 0" 0,9300-081C0-08. 3/4' =1' 0' c . c's NOTE: TYPICAL EXTERIOR WALL CONSTRICTION 1_�• BASEMENT SLAB MUST BEN PLACE .� PER PLAN (DIV. 6 SHEET A, PRIOR TO RILL BACKE LINO- OF WALL. TYP. FLOOR FRWMMG PER PLAN I' AIR SPACE MI1 NO INSULATION BETUEEN BASEMENT A� lDIv. b SHEET A -17 .. \ l E lO - T ND STEM WALL. /BOzYO AB. ' SLL - 5' BUILDING APER - z 1/1'0 „11,11 STEEL PLATE 4'-0' TED N 5HEA1d11.4LLO.0 OM. 3 SCEPT .Y ' HOOKED END MA503RY VINE. R FNISH GADE 0.C EE ` \ FRAME, 2 SQ FL - 4 0 I ED ULE MIPL EMBE - Sheet EXT. DOO FE (DIV. B SHEET A -I) !2) 4 BAR a TOP ► (2) BAR OP r,� A . I 1 MASRY VNEER _ DOOTHSL FLHING A vERT. BAR a 1 0' oc FULL F 4 YRT BAR ®M7' oc, All1 I - (DIY SHET A -U IGHT OF WALL t ' D SHEET A -Il OM.3 SHEET — NERVESTRAL FLASHING �j OP OF DOW ' RIM BOAS ' I VIII I OP OF DOEL - 7 DAPROOFING ( DIv. l BHT AU _ ! Ng CONT. FLASHING WNEEP HO , I •4 VT I I 4' LON G SLAOR 4' GRAL BE I I DIV.3 SHEET A-17 TREATED MUD SILL (DM.T A-U y ' Ii , - DAMP PROOFNG ( I SHT AU I - CRIPPLE WALL• FR N . - SE FOJDATIO4 DETAILS _ ._ . �1xRf1�ATED TRESHOLD TRIM m Y I I Mc E 1 - •I • 4 HORZ BAR a 10' (DIV. 6 SHEET A -D [ �4.I . z _ I DY35ET A-17 STUD LENGTH O I 1 DIV.3 S A-17 1120.8 - � I e ► ► H T D MUD Q _ ~ TIGHTLIM1E 700 OF F,- 4' PEfE. FT'TE • f _ _ J y ¢.'}� WLTER 'O S _ - IN GRAVEL — - — - DETALlS) PLAN � � I , - •O •, • RA ' . -� . • DI ,. \. - , ' I f - (6)4 VT (DIY 3 SHEET 4 GRDE (Di I - I ( _ (DIY 6 SHEET A, SOLID SUBSTRATE . / / ( U 3 12' N F L L W w 2-6N 8' t ©' fdaa OFOUNDATIO D TAIL IA CRIPPLE WALL o FOUNDATION O FOUNDATION DETAIL F ; • : " EXT. DOOR THRESHOLD DETAIL O CANTILEVERED RETAINING WALL 1v 3/4=1-O' a oaop a 14 3/4'=1 -0" >evo..;ssoc, --7 � 3/4=1 O4200x02_,T.J: 3/4=T-0 - 803.JI 3/4=T - OOe0.0 il LLA �n -4 FULL WIDTH TREATED FWD SILL T SLAB MUST BE IN PLACE 5)8'0x10' AB W 2,0,386' SR TTP MiPLAN 8 10 RILL BACILLING OF WALL. STEEL PLATE WASHERS a 4-0' 1 HANGER FFR G NO TE' 5/8'' HERS . 4-0 ' < WOTMG DOES NOT SLIDE M THIS STEEL PLATE WARS e -0 Q NO INSULATON BETWEN BASEMENT O.C. (DY. 3 SHT A -I) EXCET 7TP EXTEOR (DIV. b SHEET A-I) WALL C1 CTION J CIT • 1 1 1 (AI) E W Z I M ED. OP OF SAB HOWZOPtTALL j H I t I AND TEM WALSCEDULE T' MM. EMBED Ms.,'TEROR WALL CONSTRICTION TOP OF SLAB FER PLAN (DM 651 -EET A-17 BOCKING OJ0157 WAL HANGER OPTION J - ° (OJ TIP. FLOOR FRAMING PER PLAN J .1 BOARD ¢ O (DIV 6 SHEET A -U _ "I W W (2)4 BAR a TOP P.T. 2x FIB BLOCKING !•M 6 SHEET A -U "^r- (2)'4 BAR TOP F- w Z '4 VERC BAR a 16' oc, RLL LL -- - COCA t SHATHING JOT e ► 4 VERT. BAR o 16' ac, RILL (n r ®!1 -� . RIRRMG WALL M DOOR N FAM lDM.B SHEEP A -IJ a • ^ HEIGHT OF WALL OP a DOIEL -17 ' � TOP O WL (DIV. 3 SHEET : Ii1i I AIR SPACE I I., . �- RIM BOARD _ , ._ �eB'oc II I _ ... -U II _ I II/2CR �wu k i ' oc ► � -17 COPT SOFFIT VENT V BARRIER ® =� a '. I 4' COdC. 5LA8 OVER 4' GRAVEL BED I I/2' CLR 4 H ORZ B AR a 10' ac rul TOP OF SLAB (-/- 4 SHEET A -U v " I (DIV 3 SHE A - I - II r I!1' �SAW4 PLYWOOD a SOFFIT DA PROOFING (DM, SHPT A1) _ 8 RMSHED GRADE 4 BAR ®U' oc L =T -6' �J (b y z w 4 BAR a 12' oc L 2'_b• /D IY 3 SHEET A -U ` - • a , II. (DIV. 3 SHEET A-17 IC4 CO .,,, II . TREATED MUD SILL SEE FOUNDATION DETAILS • .- Q • , 1�1 a •r •�I - �u1 > ' ,, 1i TIGHTLINE CrJ 1TEATED PAID SILL (DIV. SHEET A - --y 1 r T \ LO DA SlJ 06 SEE FOUNDATION DETAILS . . - \ TOP \ c�[9 :' a MP PROCFIIx".s ( DIV. al-ii Al, 7 1 Q - . DAMP PROOFING (DIV l SHT AU 9 • s — , • ' . 4 BAR CONT. PER PLAN _ I AIRSPACE TYP. .. r 1 = ' A - .; • } ' A • - " • , \ !6) _ - a 3 ' 4 VERT. RE -BAR FROM S1E 1 � • y (DIV. 35NEECOaT.11 x � i i - 1 Ilk WALL STUBBED IMO SLAB 1 } SOLID SUBSTATE SUBSTRATE � CN. AOVER 4' ROCK - OVER VAPOR BARRIOR 4' -4' N.T.S. 8' 10' / DIv. 2 51$EV TLB ED. $2 ' 3 -8' TUS. B' 10' O C FOUNDATION / DTAIL / O 3/4' CANTILEVER FRM'G AT FOUNDATION OFURRING DETAIL 3/4 =1' -0' O O EXT. DOOR THRESHOLD DETAIL ® FOUNDATION DETAIL C) 1' -0' ,,; , 1� =1 -0' 06100-03 11 6T- crasoo -2R 7 o, osaoc 0 000c -ao : 3/4' =Y -O' s 0 -cd :ac 0 ru; 3/4' =1' -0" 3/4 " OvER 6 SHEET A -17 c o FRAMING PARALLEL TO STEM WALL , ru^ W TIP. FLOOR FRNMING t'ER PLAN COMM EXTERIOR WALL CONSTRICTION. PER PLAN (DI ` W L O TIP. FLOOR FRAMING PER PLAN - H Y. (DIv. 6 SHEET A -U OJ L (DIV. b SHEET A -U - ► LOCATE SHEATHING JOINT a r - O W 2x H ■ COhP1oN MEMBER fl E C CDTI ` _ _ V I RiM604fD CTV CF TJ �NILA A CV LO - TYP EXTERIOR WALL CONSTRICTION TYP. FLOO FRAMING PER PLAN. • N .. I - PER PLAN (DM 6 SHEET A -U TYP. EXTERIOR WALL CON51R1L?IOV ' i .,1 i . , Cif PER FLAN(DIV. 65HEET A -U [DIV.6EEt A -Il MY � %2,302 / ®li SHEET A -T) �. - .. - �. '. '� C '_. - = S �� 4' CONC. SLAB OVER 4' GR B ED (DIY 3 t _► . BLOCKING BEAM I, ®A7 ®� ��TR€ATED MUD SILL TREATED MUD GILL PERMIT CENTER II �,.- TREATED MUD SILL (DIV 6 SHEET A -17 1:211 BLOCK VARIES _ - _ SEE FOUNDATION DETAILCS) j BEAMrERP AN ®� FRAMING PERPENDICULAR TO STEM WALL L ADD BARS TO MATCH R�RFORCING Ad -�- —, �. - . 1 SEE FOUDDATION DETAILS TYP. EXTERIOR WALL CONSTRUCTION r KAB TOGETHER W! NAILER EA SIDE - -I ; I i - - 0 AT BEAM SPL ICES USE 2z4 SOAB EACH SIDE z } 3 - + 1 L ., _ -_- PER PLAN (DIY IN S HEET A-U I JOB NO. : ,:- POST AND BEAM PER PLAN � LOCATE SHEATHING JOINT I POST PER PLAN OVER SAMON MEMBER Li SOLID � I I L •� 5 ., N CO 4 �. ,► ' : PONT LOAD BLOCKING ai 7 JOIST NEXT. WALL Lam_.L -� NERVESTRAL . - SEE FOUNDATION DETAILS ITI -' _— . „.� PO O BEAR PER PLAN CONi FOOTIFY PER PLAN _ -. ,� ®' L \ �•uT�' ) I f r ' a - .1 , MAT FOOTING PER PLAN - ^ SHEET 'r _.. . (1) CONT. •4 BAR - � ,1, / ►� TREATED MUD SILL LNE OF EXCAVATION r* (' '/ A35 RAMSET TO FOOT. FOR POSITIVE -' ' SEE FOUNDATION DETAILS) CONNECTION. PER JURISDICTIONAL . / y / 'G- (DIV. FLOOR T A AMIINs PER PLAN. REQUIREMENTS. R� /K (DIY 6 SHEET A, FOUNDATION DETAIL POST /FOOTING CONNECTION SLAB © WALL q O - 1O ® M CONNE FRAMING /FOUNDATION DETAIL �1 0 NT.S. 03sc- 0 rN_, :, 16 3/4 " =T -O' 0 6-100.0336f11 T IG 3/4 " = 1' - O' a s ,o c?sr _O -0' eQrra -' ssOR -0 _T ; ` t 3/4 ° =1' -O 06100-033120-01_1-.11 NOTE: DELETE RAIL WHEN FINISHED DECK A B V E FINISHED N IS 30' OR LE . - BAP. - EXTEND 6' ABOVE HATi. INFAIL.OR BAFFEL - EXTEND 6' A90Y gAT7. OR ABOVE FINISHED GRADE. Q' ABOVE BLOIW NM_ IT ABOVE SWUM NM_ 2x6 SCREEN - TYPICAL ROOF GONSTRUCION (TIP. ROOF CANSiR1GilON) f / / / 2' MIN. GLR FOR YBIiING 2' MIN. GLR FOR VEND. 2x2 �+ S 12' a (GLR DIST. '1' '1' _ cii NOT TO EXCEED 4° ! I - � HI OL. Ai OF WA Z OUTIDE FADE LL Q • SOLID BLOCKING OVER SUPPORTS , - , _ UNO ON SHEAR WALL SCHEDULE N 1 I O m .4 x 4 TK GDR DCKDC., - _ 2X BLOCK WITH (312 1/t' ♦ i 2 X O BLOC WI KJNG WITH !3) 2' o HOLES WITH SGRRd3J HOLES r Ill S = i .. . ATTACH LEDGER W/ li r r " 1 2 ROWS OF .• LAG BOLTS AT 16' oc 0 Ii , .. ? 3 . J TYP TJI' WALL. FRAMING PER PLAN =— SEE ELEVATION ► `y - -� SEE ELEVATION 0 G? Q 1 � 01, ' / / .. EXPOSED TR1E,5 TAIL = Z AT I6' DC. 2x BEAM L EXPOSED 78755 TAIL 7 Z U n 4x SEAM (SIZE TO REDUCE ° NUMBER OF POSTS o 2 STORY -- CO NDITION OR WHEN POSTS 'I U ? (� EXCEED 4' IN LENGTH I'I ' a • SCAB W/ 2x4 EA SIDE , ( GlfitEW O t O I- apo OVE RHANG OVERHANG FASCIA PER ELEVATION r F / 24' MAX 8' -0 MAX 2 x (2' GREATER DEPTH PER �� FASCIA PER ELEVATION - PER PLAN N U CANT SPAN THAN JOISTS) ::i 1T ALL CONSTRIIGTICN) ; ! U) 4 FINISH LANDSCAPE GRADE ! S U TOPIER FLUSH WITH - Z W i FIN. GRADE (3' BELOW - �� -,., .._ ... . _... ..._ _ 1 Z FINIANDSCAPING) ' rIII 'I 1 r OZ �� I a o . TR PLMD W OIN ID SUBSTRATE - r U TRUCT. Z -; O () TYP. DECK CROSS SECTION () FRAME OVER WALL DETAI L i EAVE DETAIL g 13 3/8" =f -0" 0e2 : L = a 3/4 " =f u 4 -0" ..) o I 3/4 =1'-0" (1 °a- arsoc.. � BAFFEL - EXTEND 6' ABOVE BATT MIL OR 1111111 IT ABOVE BLGUN MEAL. FRAMING PER FLAN m - - TYPICAL ROOF CONSTRUCTION - / LT,. ROOF GLNSifdIGTIGN) CU i HI f52EU T PICAL FLOOR CONSTRUCTIO 2' MM CLR FOR VENTING 0 I OI;51DE FACE E GF WALL ((( 111 _I ... HI T HI s45 O.C. AT ALL :::vLAn1 0 L SCEDULE LE 3) 2' 2' I� \` - 12 HOLES WITH SC REEN rT, w Q pffi� i w p \ gunman! k , .. '�V RARER TAIL _ —_.— - _ I r:; IL BEAM PER - :•: LW i r I TiP. GUTTER R) O L - FASCA PER ELEVATION VATION CON5JCI4 (TYP. EXTERIOR WALL CTCT / O L' d 2x BL TIP_ EXTERIOR WALL OCKING OWpFE W U->Jd > '-=LU c �T� Q3o� p W w 6 o_ -* SECTION © BEAM O E DETAIL -* EAVE DETAIL Q w ��F _ , 3/4•=1' -0" L aoc V 3/4' =f-0 06100 - 0730;-08 2 3/4•=1' -0" o€400-07,7.1:30-02 = =moo -, - CI .rzz n �Zo ,,poo 0 TYPICAL ROOF CONSTRICTION f:4 w o z r r BUFF. - EXTEND 6' ABOVE BATT. p D p 1i _ INSUL OR 12' ABOVE BLOWN INSUL. O K p p [C V)Z SKYLIGHT, SIZE PER FLAN. (TYp. ROOF CONSTRUCTION) 0 O O PROVIDE RASH,* AS RECOMMENDED BY i•EG - - 2' nM. CLR FOR VENTMs C] Z O � IIIIII RM PER ELEVancN A ?w2 -4 O 11 BARGE BOARD PER ELEVATION \ OUTSIDE FACE OF WALL Z QQ Z i 2X4 BACKEFOR $ARAIL THid7 SKIP Fri TRIM TH 1644 a P_ • Ir . SEE 2x6 O1RB TY'P. 2X4 GUIRIGERS o 4' H 2X1 8E7WEEN larZ 2x4 s ROOF AND FRAMING FIEMBP% tYP. / EXPOSED TRUSS TAIL ` u, ~ ■ U: .._ ✓� ii _ II (TYP. GUTTER) r�l � co OVERHANG 1 FASCIA PER ELEVATION W :::RPL4 �R TTP. 77(iERIOR WALL CONSTRUCTION ITYP. EXTERIOR WALL CONSTRUCTION, O ' �p CV CM OF r ` �'� CTS jUn 3(1 SKYLIGHT FLARE WELL DETAIL END DETAIL EAVE DETAIL 1....1 q 1- 0 O 3/4 " =f -0" onc-o sioo of ()GABLE 3 /4 LNO " =f-0' O JZ OQ 2 3 3/4 =T -0" — ;x =31I -`noo ;3 ; �. -c oN � -. Q ko RECE r C CI CF IJ C`NILA r ^. TYPICAL ROOF CONSTRICTION ` CA 9 .p WALL STUDS BEYOND TYPICAL ROOF CO TI S CT1OPERMIT CENTER Q) A BL AST, BLOCK A5 NEEDED . D _. . _ . _ . .- _...___ C SEE FLAN _. —. - -__. .__.— go) � ∎ 1 LI'II TRIM PER ELEVATI(MIS / 2' MIN, CLR FOR VENTING SEE PLAN FOR TYP_ RISE 0 RN DIMENSIONS II HI a 48 O.G. AT BARGE TYP. SEE ELEVATION �, OUTSIDE FADE OF WALL 3 PLYWOOD RISER 1 �UNO OH SHEAR WALL SCHEDULE CX , I I/8' R S Q. STR HARDBOARD TREAD UNO. WITH EASED NOSING 2X4 BACKER FOR BARGE - NAIL TH. �„ 2X BLOCKING WITH (3) 2' 0 fTt = " SHEATHING WITH Ibd 01 0.C. TP. --- . Q HOLES WITH SC.. r: �V INGERS G B CENTEtIaNGER 2x4 WTRIGGERB s 4' oz WITH WITH 2 -7x4 STRONG BACK TIP. 2x2 BE7W9 =EN FOR 1RIM 1 ! NAIL WALL STRINGERS W/ (2) Ibd TO WALL STUDS i \.` I'� ELEV. ° _ ►� 5/e' 17PE 'X' G1UB. AS REOJIRED PER PLAN ` I I D R TAIL ` 3 - 2x OVE . 2X BLOCKING T7P ' SEE NOTES BELOW ) 1 7 /a.- - ' - ._ EXPOSE RAFIE JOB NO.: - I 2x KICKS PLATE BLOCKING AT CEILING LMc _ ` _ TYP GUTTER ..._ ®— �. 2x4 LEDGER .4 TNT. CEILING LINE OVERIJMYz I !r PER PLNd FASCIA PER ELEVATION (TIP. EXTERIOR WALL CONSTRICTION) - TTP. EXTERIOR WALL CONSTRUCT. SHEET L HEADROOM MN. b' -e', WIDTH MIN 3' -0' PER 4. INSTALL FIRE BLOCKING a STRMY�ERS TOP UBC 1006.15 4 BOTTOM 4 ADJACENt WALLlS) PER IIDG _ 2. TREADS 5' MIN. DEPTH, RISERS 8' MAX HEIGHT SEC 1082 - BALLOON FRAME GALE END WALL 3. HANDRAIL MIN 34' TO MAX, 38' ABOVE TREAD 5. COVER USABLE SPACE UNDER STAIR WITH D2 NOSING. HANDRAIL 1 I2' MN. TO 2' MAX GROSS 5/8' TYPE 'X' GWB USE 2 LAYERS SECTION DIMENSION 4 I I2' MIN. CLEAR FROM CEILING AREA - PERR UBC 1003339 WALL, RETURN RAIL ENDS PER UEC SEC 1006E b, INTERMEDIATE BALUSTERS SHALL BE SPACED 4' APART NET OPENING PER NBC SEC 5053 3 STAIR SECTION DETAIL *GABLE END DETAIL A EAVE DETAIL 3/4 " =1' -0" 0j200- 06100 -0: 3/4" =1' -0" 0€100- t~7300= 3 3/4" =1' -0' O6TOO- S73O0_04 1 . �® TOP PLATE NAILING TOP TOP PLATE NAILING ` T 1P. WALL CONSTRICTION WITH PER SHFARJWLL SCHEDULE PER SHEARUALL SCHEDULE TYPICAL WALL CONSTRUCTfON W714 WALL SHEATHING FER SCHEDULE WALL SHEATHING PER 5CH- �71:LE Q 1 BOTTOM PLATE NAILING _ PER 51HEATdUALL ScVffDW.E (( TTP_ TJI BOOR cOJ57R1cilON 1 __ .. �. BOTTOM PLATE NAILING ?T � I PANF1 EDGE t FELD NAfLRYs JI, PER SHIEARUALL SCHEDULE I BOiTCT'f PLATE NAILING I y 1 � ��R PER SCHEDULE J.. - ► I 10 HEARUALL SGDULE ILL Q 3 _ r BOTTOM PLATE NAILING ®r d e �3 PER SHEARUALL SCHEDULE 6' ac P.O. PI_TUD 70 RIM JOIST y ` I -. — ► 1 JOIN PANEL EDGE LN C[A"P'ILFI MEMBER N Q F TJI BLOCKING BMW Y P M DER PER SC UI E F Z - _ _. -.. —lu— PANEL EDGE NAILING INTO COMMON ` I II Q 0 11� _�G_ MEMBER PER SCHEDULE. - ��� / / /// ��` \yy33 — TOP PLATE NAILING Z �"f J ,II PER SHEARUALL SCHEDI LE z r o 1 ""' iYF'. EXTERIOR WALL CONSTRICTION ', ; TJI BLOCKING W. WALL SHEATHING PER SCHEDULE __ _ C.,: PANEL EDGE AT WTTCT1 OF SILL PATE 1 U � �, ' EDGE NAILING PER SCHEDULE a r i TJI BOOR CONSTRUCTION ��I TIP. WI FLOOR CONSTRICTION ,ANCHOR BOLT PER SCHEDULE TOP. TJI FLOOR CONSTRICTION TTP. 111111= Ilnll— a - ALL SHEATH. PER 1 5CF�D�IAE III — ° W �. I 1 1 I - 2z4 PANEL EDGE BLOCKING - SEE ARCH. DETAILS FOR 1 Z a' FOIMDATION CONDITIONS 1 O Q 1 a 111 SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR z o *PERPENDICULAR TO FLOOR JOISTS * PERPENDICULAR TO FLOOR JOISTS * PERPENDICULAR TO FLOOR JOISTS @ TO FLOOR JOISTS 0 FOUNDATION 13 3/4' = , r-0" ,; a +, 0.1741 3/4 " =1'-0" ?,6:^- ^061,X1 -c, T =1' 5 3/4'-0" t7Boc- Q3;�' -o TJ! 1 3/4' =1'-0" 176 s 0 00 -_,T s p TY E'. WALL CONSTRUCTION WITH TOP PL NAILING m 111111111 WALL SHEATHING PER SCHEDULE PER S PER SHFARUALL SCHEDULE T TOP 14115 1 AR SHEA .PER 807701 PLATE NAILING WTH: or.. EWES I BOTTOM PLATE NAIL,. PER SH B OTTOM PLATE NAIL. i - -- PER SHEAR!'ALL SCHEDULE oc FIELD P : PER SFEARUALL SCHEDULE EARUALL SCHEDULE OL EDGES - 10 d NAIL s 6' or- PLYWD. TO RIM JOIST -_ __.___ .. i PANEL EDGE t FIELD NAIL. • n ti, 10 d s 6' ea. PLTUA: TO RIM JOIST I BOTTOM PLATE NAILING -. ..._ ► A 11 A PE SCHEDULE `. ` I PER SHEAR SCHEDULE 1 STRAP PER . TJ1 - BEND UNDER _'. il l I_` U RIM JOIST TO TJI WEB STIFFENER �� � - W - TJI FLOOR JOISTS PER PLAP1 1 I JOIN PANEL EDGE ON COMMON MEMBER PANEL EDGE NAILING INTO COMMON -- fi H JOIN PANEL EDGE ON C01MON MEMBER z> F F 11 IBMIlrol JOIN L E DL EDGE NG INTO COMMON C. MEMBER 1I I . __ -_ -... MET'BER FER SCHEDULE- .. PPANEL E PER AIILHEDULE CO MOH w O ° Q PANEL EDGE NAILING INTO COMMON Y___.___ Y Y ► I O �15 �_— I MEMBER t FIELD NAILING SCHEDULE , G PANEL E LL11N WALL I SHEATNMCs PER SCHED ULE ALIGN WE AT BOTTOM OF TE _ EDGE NAILING FER SCALIGN TJI FLOOR JOIST UATFI WALL r : TTP. TLOR R (/) W TJI WEB STIFFENER FA SIDE ANCHOR BOLT PER SCHEDULE V l �d =O O STRAP PER PLAN - BEND OVER T - TJI FLOOR CONSTRICTION I_ -, SEE ARCH. DETAILS FOR } RM JOISTTOTJI WEB STIFFENER ,I� =_� -_ W Tl'P. WALL CONSTRICTION WITH BLOCK PANEL EDGE FER SCHEDULE FOIAJDATIOd CONDITIONS 0.11-z = O O- WALL SHFATHMC- PER SC4F.DULE O O TOP PLATE NAILMS- �� W PER SHEARMLL SCHEDULE (' O m O W J d 11,.. WALL CONSTRUCTION WITH Q _1 to WALL SHEATHING PER SCHEDULE �i ° W =1¢- O Ir�r11 �- SHEAR WALL PARALLEL W °° SHEAR WALL EXTERIOR SHEAR WALL WI-1� @STRAP TRANSFER © JOIST *PARALLEL TO FLOOR JOISTS * PARALLEL TO FLOOR JOISTS *TO FLOOR JOISTS 0 FOUNDATION �°¢�' Q I� f-W 3/4"=r -0" -_ l',)! * PARALLEL 8_Tal �+ 3/4'=Y -0' ,e ¢ ._ - <JS 2 3/ =1' -0' a 02 - �� z o - 3 i', -Os t'Y;T.O- I;g:C ^-v r+ '?7£ -03,.0 6 L V O ° TIP. FLOOR CONSTRICTION A PER SCHEDULE 01=� 0 TOP PLATE NAILING °Q0 rfP- WALL CONSTRICTION WITH NAIL FLOOR S 'O HEATHING THIS AREA WALL SHEATHING LE , PER SHEARWALL SCHEDULE 061 d WITH 10 d s 6' oc.EDGES AND I < a c.c. FIELD - BLOCK ALL TYP. TJI FLOOR CONSTRICTIOI 10 d s 12' p O f- m EDGES WITH d s 6' or. PLTLLDOD NAIL FLOOR SHEATH. TTP. EXTERIOR WALL CONSTRICTION �\ Z O Z O THS A REA WtH- W17H WALL SHEATHING PER SCHEDULE H a p z ?O BLOCKING, I? a dOdsb'oc EWES D 10 d c. 12• oc FIFr n BLOCK A EDGES BOTTOM PLATE .U. Ca ► L 10 d NAIL s 6' or. PLTUb. TO RIM JOIST ; ` t ii PANEL ECGE t FIELD NAILIMi - - ► _ .. PER SCHEDULE 11 III' TJI BLOCKING YII � M' ,'Il EDGE M , 7/1 �1 -(3QW F _ BLOCK ALL EDGES MEMBER E FIELD NALLMG PER SCHEDULE. V 1 �Y ∎ —i1= CRIPPLE WALL (DIV.., ���� PANEL EDGE E FIELD NAILING ► G i -- PER SCHEDULE s b d NAIL s 6' or., PLYWD. TO TJI BLOCKING SHEATH CRIPPLE WALL CO TOP PLATE NAILING O PER SFEARUALL SCHEDULE \ TOP PLATE NAIL TYP. WALL CONSTRICTION W17H HEARUALL a WALL SHEATHING PER SCHEDULE PER S TE. I _ TIP_ WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE SEE ARCH. DETAILSFOR ii i _ - FOMD ON ATI CONDITIONS CO SHEAR WALL PERPENDICULAR .4 8 U- ®TO FLOOR JOIST- OFFSET CONDITION @CANTILEVERED FLOOR JOIST , SHEAR WALL 0 CRIPPLE WALL w 3/4- =1 ' o 11 '-0" 17610 -o 00 -DF 3/4 " = 7 1'-0" 17610,%1c0:`T,A 3 3/4 - =r -0" 37nc1- stc- 05-_3J1 (n ( Cs 0 J I , = r� RE V D W U LLJ NAIL FLOOR SNE4.. T1415 AREA ) I') _. ..- CITY CF OF TJ TW ILA (/D CD WITH 10 d s 6' or. EDGES AND DOUBLE 5ND5 AT HOLDOLLN J _ > _ i I 10 d s L2' or. FIELD BLOCK ALL I CONDITION I sw i' i , L(!Q_ C o CLO EDGES WITH 10 d s 6' oo. PLYWOOD � ` . N r TO BLOCKING. TYP. WALL CONSTRUCTION WITH PERMIT CENTER y m UTALL SHEATHING PER SCHEDULE CRIPPLE WALL (DIV. 6) v o WIT. PLATE NAIL. TIP, TJI FLOOR C ONSTRICTION SHEATHING PER SCHEDULE ("\ a 11 1 � " 17 . or PANEL E EDGE t FIELD NAILIN S IPSON SCHEDULE PANEL EDGE t FIELD � PER SCHEDULE L _.. NAILMCs PER SCHFSJULE TJI FLOOR JOISTS PER PLAN A y A �' t:4 Y I�Iii C T R TJI B LOCKING F ALL PANEL EDGES n �II -3 - SIHEARA4LL SC DOLE PANEL EDGE t FIELD NAILING I . SIMP HOLDOLLN STRAP PER P LAN a - I ' -, 1 ' g PER SCHEDULE : -Y ___ ! AND 5HEAR WALL SCHEDULE i JOB NO.: - -- I . F �� ��� Y m 1 o SEE ARCH. DETAILS FOR (2) •4 BAR COIN. (DIV. 3) I TOP PLATE NAILING FOUNDATION CONDITIONS i L - PER SHEARCALL SCHEDULE - - - r l TYP. WALL CONSTR1cTION WITH SEE PLAN SHEET I WALL SHEATHING PER SCHEDULE ANCHOR BOLT PER SHEARWALL SG-IEDULE . E...4 S 1 SHEAR WALL PARALLEL SHEAR WALL Cen *TO FLOOR JOIST- OFFSET CONDITION 0 SHEAR WALL HOLDOWN @ 0 CRIPPLE WALL - INTERIOR L. 12 3/4 " =1' -0" 17610-06100-10.J.11 3/4' =1' 11 'S 03300 ? 4 3/4 =Y-0" 1781;5- G33a0 -04 ! TYPICAL ROOF CONSTRICTION PER SGJF (2J 5ND5 Ai EACH STAP USS WITH SHEATHING PER AND SEALL SCHEDULE I. SHEARUALL SCHEDULE ! II I{{ STRAP EPLAN _ m o I Ibd TO MATCH SHEAR- I DOABLE STUD TRJ55 OR � '� WALNG BLOW I BEAM PER PLMI 2x W TO MATC SHEAL NAILNG __ S� I , INTO O LATE BOTTOM PLATE NAILING _ — _ PER SHEARWALL SCHEDULE ,I► - - ;• 11 C. STAP - - Q F 'TWIbTED' PPER SCULE Q V NP_ EXTERIOR WALL CONSTRICTION W WITH WALL SHEATHING PER SGIEDULE \ - I � U Q ,- - Y- _ - II TYP TJI FLOOR LONSION l JI BL OCKING NO E: I BEAM PER P AN TRUSS EOTTOIM CHORD PER SHEAR WALL SCHEDULE O q HOLDOWN STR AP AT CR AWL SPACE * Q OFFSET DRAG STRUT *INTERIOR SHEAR WALL TO ROOF * HOLDOWN' STRAP' o FLOORS 13 3/41-0' 5 1 3/4' =1'-0" , 6.? �00 0 T -,=7:_ +.�T T?I 3/4= -0' �,�e� e ° 3/4' =Y -0" ~��m 4i3ec_�¢ F SHEATHINBAffEL - EXTEND 6' ABOVE BATT. INSUL OR / e8,t1 As. BLOUAI KU- SR � m 11111 !. Tx u F :=EDLE II II -- ii ♦ ',, - / HI . 4EV Oa AT 7/16. O58 OR Ed. 2AL TAP F. PLAN w/ ed TR155 OR BEAM PER PLAN X 1 1 —_ / PER SCHEDULE. w ��� :: T p mr � �� -- SHEAR WAL TOP PLATE LE \ I I y —_ I ` TiP GUTTER Z 2x4 FLAT BLOCKING SHEARUALL BELOW PER t YcRHANG I PER ELEVATION) V 1 B NAIL STRAP W ed SCHEDULE IIII. COMMON ®8' oc. is PER PLAN- III 51MPSON CSI6 STR4P I 1 " -y' _ Y YY 1 \PER PLAN, LAP ONTO / "�' O WITFI FASCIA WALL SHEATHNG PER SCHEDULE 1 LOCK WALL OR BEAM AND NAIL WITH Bd COMMON a 4' ac LL PLAN 1�� \t � =wLO -L j� f � 7 Q W J d c °a te _ aT ®HOLDOWN STRAP AT FLOORS ()DRAG STRUT CONNECTION C)INTERIOR SHEAR WALL TO ROOF ()SHEAR WALL 0 EAVE 3/4' =1' -0' T. e e__T3 3/4 •=1' -0" .176 43 3/4' =T-0' 7810 - m, 3 c 3/4' =T-0' 17610 W W z v �zo? Q 0/16d FOpIB 2 8 NAIL • 4' dc. a EA OUTRIGGER n�OQ TYPICAL ROOF CONSTRUCTION O O NAIL ROOF SHEATH!. PER SCV✓£DULE / ck W Z O d __ .. -_ _ \ OUTSIDE FACE OF WALL � p � 0 .Q —;' -' ,' 2x4 BA OR BA 'I � 2x '9111... aE t6<3 TRIM UJ 1) I!EI \ 12 OKAILS 11") -_ -, - m • TRI55 PER SCHEDULE I I PI 1 t _. _... _..__ ► i1..._ JON PANEL EDGE al COIllON MEMBER 1 OD ► PANEL EDGE NAILING MTO COMMON 1 OVERHANG MEMBER PER SCHEDULE. 1 PER PLAN m LID TYPICAL R CONSTRUCTION TYP. EXTERIOR WALL ATHN CONSTRISCCTION E E TYP EXTERIOR WALL CON5TRICTIGJ WITH WALL SHEG PER I -EDUC WITH WALL SHEATHING PER SCHEDULE ` Q III LA ® C O CV cis. O d- X JUfI _) n -- yr Os if WALL @ TRUSS GABLE END SHEAR WALL EAVE � j I- ®SHEAR ® W 3 - €7610 -0 300,8 O 3/4 =T r ? n =5a -04 = � o C c-1 - R CITY Cr ECE � 0 VILA _ � SHEATHING AND .LING OP Ibd ' ? FER SHEARWALL SGgDULE y� _ f T'T 1� 9 . I � oz TO TOP cHlo. PERMIT CENTER T 1'.) ^ B d NAIL a 6' o < BLOW. TYPICAL ROOF CONSTRICTION 1..... .sr a%) ,r. I6 d • 6' 234.6 BLOCKING _ .._." ®��,,,� CG3 TRIM Q R.17F SHEATHING /YJD NAILING A 2X BARGE TYP. SEE ELEVATION Y HI ®48' os. J co R PLAN AND SHEARUALL •.. - 2X4 BACKER FOR BAR'sE -NAIL Mr. ,Il L530 624' os.BLOCKING CH l/Ib' O5B WTH Ibd a OL. TlT' 1 ,� 8 d e 2X4 OUTRIGGERS ®4' 0.C. WITH �^ �� BLOCKPJG P ER ARCH DETAILS __._ / SEDULE ___ __ __ —_. _ __ JOIST HANGER.®TR. , / /p i 1 1 1 ---4 / \ I ' I - ` .5 CLIP OVERHANG R SHEARUALL SCHEDULE ....____. N PER PLAN _ \ FE _l _ B 0 _ ____ BLOCKING AT CEILING LINE 2X4 LEDGER I ` _ TV I6 d EACH STUD 1 ` -- lo.• (2) 16 d EACH BLOCK — TYPICAL ROOF CONSTRUCTION OVERHANG PER PLAN TYP. EXTERIOR WALL CONSTRICTION — _ - TYR EXTERIOR WALL CONSTRICTION SHEET WITH WALL SHEATHINGS PER SCHEDULE _ - Y ._. - _... _._' BALLOON FRAME GABLE END WALL U E4 S2 PPER WALL * TO LOWER ROOF CONNECTION *SHEAR WALL © BALLOON G ABLE END ()SHEAR WALL o EAVE r� i 12 3/4 =1 -0' 17 131* - 073,4- 3T_TSl 8 3/4' =1 -0' T. ,c -o 3 Ta 3/4' =1'-0° ?e,u- rs0c -a II ' "e DOWN , , SYMBOLS & LEGEND — F ____ SHEAR NOTE S HEARWALL SCHEDULE ' \ _ a w) O Q POINT LOAD FROM A UNLESS OTHERWISE NOTED 08 -23 -00 G55 DESIGN CRITERIA 2 z i w m O I -"-= 5 s r m a G a e POINT LOAD FROM ABOVE W/ LOADING s 2 N 9 U O J – ONS FOR DESIGN CRITERIA - , 0 wu w uo j� y a�o owz 3n3 = I. SEE CALCULATIONS � ® POMT LOAD T DOWN Cp w 1 NOTES 1 , _ f . O _,..,i6'_7, - – gi w1 a 1 , O w O �. �� GENERAL �� N �l', ° w � Ft-1 m �aam m ° w1,25-' w1,25-' 2 a�+r � � �. FONT LOAD TRANSFERI 1. ALL SHEARWALLS SHOUN ON THE FLOOR PLAN ARE FOR WAL TRANSFER!. WI LOADING GI -1 1 1 YES 5/8 48' A35 CLIPS Ibd a 12' 16d a 12' 100 pi, �!� ON THAT LEVEL. (TYPICALLY SHOWN SHADED). Id' QM ONE SIDE 5d a 42' ac a m 2. ANCHORAGE 15 FOR SHEARWALLS(PANELS) ONLY, WHERE HANGER G 1_ 4 OR COOLER 4 4 YES 5/8' a 48' A35 CLIPS Ibd a 10' 16d a 10' PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR 5/8' GUB ONE SIDE FOR I/2' a 33' cc - - - -- - - ■ POINT LOAD TRANSFERED BY KICKER TABLE PANELS, I OF U SPACED +s 16' O.C.(MIN) PER Q 2 . Xi 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS . --1 . --1 12'CiWB TUlO SIDES bd T T YES 5/8' a qg' 20' Ibd a 8' 16d a 6' Q 4 SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. G2 -4 OR COOLER 4 4 YES 5 /e' a 4g' 20' Ibd a 6' Ibd a 5' U V U Ci aY'�p`' FOLLOW MIN. U.BL. REQUIREMENTS. 5 /g• GWg TWO SIDES FOR 5/e' 1 ! HOLD DOWN WI "H H SIZE DESIGNATION 4. PROVIDE TWO STUDS AT ALL OLD DOWN LOCATIONS. C O .- R c- Z e m z t rG w REAR 150 PLF .4 LL Cr_ `� VERT STRAP WITH SIZE DESIGNATION S. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYP w I - - - -. , w :SO PI -6A 48' 20' Ibd a 5' lbd a 5' O R � � I — .16.-- 4 I � T 'fa ll ` II ' ' T p To B E USED oN FLOOR BELOW OF HOEDOWN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION, bd a 5' Ibd a 5 240 P..F z U STxx 6. ALL PLYWOOD OR GYPSUM SNEAi2WALL5 SHALL BE APPLIED PI-6 4 12 YES 5/B a 38' H' I .O m w R W 1 — [ - R' — H ORIZONTAL STRAP WITH SIZE DESIGNATION PI -4 4 12 YES 5/8 a 32' p' Ibd a 4' Ibd a4' 350 PI, z U d U' I -- -- -- - -- - It HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE : OSB. n uw1 I INDIGAiEB BEAM CALCULATION WITH E SIDE w ¢ O z m w w 0 STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. PI -3 3 i2 YE5 5/e a 14' Ibd a 3' Ibd a 3' 45 0 FLF m O z R I D I W NDEXED NUMBER _ 1. DO NOT OVERDRIVE NAILS INTO SHEATHING PI 310�SE 3 x STUDS ® 3 11 YES 5/8' a 24' ® Ibd a 25' Ibd s P 545 PLF r z Q Q m 3 ! I ' — _ __ _ ; L — 1 _ — ` WALL ABOVE r h' L EDGES 6 I2 YES 5/8' a cc Q�Q > WALL BELOW 8_ STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTER�'ATIVE R I O W w _ 7- p 1 f,' 1 v PI -2 USE 3x STUDS 2 12 YES 5 /B' s IV A 0.1P5 l2) ROUES l2) ROWS 585 FLF . II ■ J TO NAILS FOR DESIGNATED SHEAR WALL PANELS � 16d a 5' Ibd a 4' 6 CS CS Q , , I - . N: i , E -_ NOTE UNLESS OTHERWISE NOTED, ENGINEER,. AND UNLESS PRE- APPROVED BY THE BUILDING OFFICIAL BOX a 8 oc STAGGERED �' E m®" Ili CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. 51105 DBL. R.111 m m j ' I ROOF 4 FLOOR SHEATI-HNG 135' USE 3x D5 T b' O BB: T LD SIDES DNA. P2-4 R (v ROUE I 1. ROOF SHEATFIMCs= 111W OWN APA RATED SHEATHING (24/0). LAY UP W/ MINIMUM 1 /8' P2 -4 STAGGER SHEATHING. 4 12 YES 5/8' a I6' A35 CLIPS Ibd a 4' Ibd a 4' 100 PLF m 0 0 0 0 4 . I ' - -i I r + "+ — ® - -' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 8d AT 6 oc JONTS W/ 3x STUDS a ® T co STAGGERED BRED 0 - 0 A I L i E ; �__� i r q MID - AT PANEL EDGES AND 12' oc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS e 24' 0.C. PMEL.EDGES l2J ROUE l21 RODS 0 - :-= m V d I ; . 1 1 a ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAM SHEAR = 180x082 =142osT 3 3 12 YE5 5/8' ®11' A35 CLIPS Ibd a 3' Id a 3' 900 PLF - 1 , ' I d 2_ FLOOR SHEATHING. 3/4' CDx T4G APA RATED PLYWOOD (48/24) NAILED AND GLUED. a 5' cc STAGGED H U I '� , N I I U ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFC- 01. PROVIDE T4G EDGES AT DBE. R, N FW - ' I! i I ° LONG PANEL EDGES. NAILING SHALL BE 10d AT S oc AT PANEL EDGES AND 10' oc UET? WiWSER S I HARDBOARD. SIDUY Bd C1 .o v AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR= 215x082 =Mo6F UsH 4 OR EQUAL PER 4 8 NO 5/8' a 48' 12' 16d a 5' Ibd a 5' 202 PLF E'I ,§ Cq'0'70N iy ; - ' I ; I Q 3. PLYWOOD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END IC80 REPORT 2319 0 � - -._ - - -_- _ i�.� I ..-1 1 i : QNT I- } z e �' C' _ . i . ' ' - , ; ;171 , a I O� G --- '— Gy Gg Y 1 - T� �p i li � ~1 CO > 11 SEE TUNDATION SHEAR 1 — - A en S II UwLSFOR ALL j �ONCRc'TE F+OLDDCUNS. 1 - 04 *Ww Y LOWER SHEAR WALLS ti �E a Scab WV .1'-0 ,.-1 w= 0 rt L. I [p y�� F w y � U1 J. V. Z Fes! co G r M Tl'P. a SHEARWALL DESIGNATIONS 7YP. ®SHEARWALL F ©DESIGNATIONS 3 _v - -_ - ® S2 , Ct p ,p / ,p �p .k �p ,p ¢ l O � ? O �� , r �0 ' , ) O X1 0 8 � 0 ‘,0;>V40.,,,,,:?) O � , p PI_4 0 __ PI --I I ® \� �b PI -6 I LC) J - L 1 4 1 N/ �_ - __ - _ - - �® REAR OMIII�� IMITM R S ■ ' s 1¢ 1 -. �t� I � 1 I � 1 o i.. � gE�R ' - _ i (' Ir _ / �j f TYP. o SF, E ARWALL I{ I 1 ( ! TYP. a SHEARWALL I O � � I I 1 _ DES IG N A7 IQNS _ I I , DESIGNATIO,�75 �i�'( (3t T- L w U ! R � _ ��v1 `�� - �'� �.I Hal i 1 -- � �.1_. i 1 a C6 3 !•',a r�'_ S OS —. a s , _ _ _ 1 , G .. �EMi .•�� �I. 1 �J I s0 Ill.■, T �� ��'' —! i 1 Fi _ \8 1 ■ i.� 0 !.L 111 ,,� r 11 — 1 i H '02 2 w/ i 1 �.. �1' �111�11 1_I■iT S /6 r I i t JIJ. G __ -_ A o. l` MI . EM ED 'D / ' ¢ ji_j_ q ■ L � �I1 1r d. -3 i i I i q) ) ry GO N w ,� - p IJ � /�'0^U 1 r 1 � , _ M� 0 ' r l j � ' . �11� =L� � � `� 6�, ., r i ._ � y4..0 O < , v � FLAG 5;�. .. .r..- . �-� _ . I 'c� G _— r `, 1 '1.� \`Ip'� D �, __ ` �v ^- I I1�1 pl . I � �"Il,t �1A"I�1�aQ MID � a h %D CD , I 1 / 1 , — - — 111■ 1 co I I I , It.: I y��Q %lu G � 6� J1 ��� till ( P 4:! I 1 y BU � :' ,����'` Cg /6 Rl a _ � 11 T. I I . L J _ __'' i i I 1 M ! I ii i I I bil 1 r = – L —_ _ —� FRONT������ � FRO ( I J 1iiZ ` ' r l ? _ I FRONT LOWER FRONT ® yry �� %h TCENTEP o - ¢ } ���� 11.1.11.1.111111 v0 \ r0 \ eQ I L OWER FRONT �� LO WER FRONT y m v m 1 ___ , __� , - ,1 ` -- (/ U�P UQJ[f VOA y ¢ 0 e TITLE ' ¢� t s N Q. JOB NO.: 9908326 FOUNDATION SHEAR WALLS MAIN FLOOR SHEAR WALLS UPPER FLOOR SHEAR WALLS 1199/ Up—CI 1 $9 Is W8'.I' -0' Scab IIV.I' -0' Scala 1/8'd' -0' SHEET s3 I SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS 9908326 L } i.-- 5)8'9x10' 2'30X3/16' SR _ 5/8'9x10 AB. W/ 2'12'X3/16' SD. - 1 q £ STEEL PLATE WASHS ER s 4'-0' 111 £ OL. (,5!T: ET , , 1tE , 4 t IT FINISH GRADE �'�' 9999 I OG L PLATE SHEET TER e 41-0' FINISH GRADE STEEL SHE s 4' 0' ' \ AS NOEAIaUALL 12'9x10' AB LW 2')Q'X3/I6' SR 5'EEL PLATE I _ I VEARWAL $ ° - Hl .i uv, 1 MM El" i rd 2 AM dR S TRUCTURA L FILL . r � _ SCVE. EMBED. � q5 NOTD ON (5.,43 SF�T ADD E f2) 4 TOP OP OF J BAR $ •4 VE142' ac PILL J • 12 SEE SITE SPECIFIC FCRNDATION E DEE7 A pi 1 .- (2/ 4 HAR •TOP r DETAIL FOR FOOTING 112' CLEAR (DIV 3 SHEET A -U _ �7 , 1 I/2' CLEAR GCNSTRUCTION. z I Ijl t i R a o ' +4 NORM BAR IV 00,1', CORNER OVERLAP (DIV. 3 SHEET A IT l +4 YERT.J BAR•b'oc E£ • � < A •4 VER7. J BAR .50 , 6' oc - a i i L NOTE SDG. FWST BEM (DIY. 3 SE V VERi - DAMP PR ( DIV l SHT AU re ^ 1 I SIT AV , AL y ` J ' D GFVTLPE MM) r _ _ I ' (DIV 3 SHEET A -17 I 1 1 I. TIGHTI- \ T � _ TOP OF FT G • DAMP.... IDIV. i SHAT A., '1. 1 I 1 1 1 1 j i � l 71 w �- TIGHTLME 1 _. �r '.. _ ii L WASVffD Ue'MA7ERIAL :`,T ' *<.,• 11.71_11.. 1 i I Y , •/ • FOOTYs DRAM � OF FTG - ` ¢ ,qFV+ r : � °L' .. Q (DIV. BA R G�Ii. -� 0 � ^ I' 1 ' 11 = = �1 1 v , _ 1- E SEE DETAIL 94.8.0 FOR FOOTING � --)'7 +r SE E DE 94 FOR � ' I I j .x' ` DRAIN CONSTRICTION (DIV -2 SHEET A -D p I + �� .,- _ FOOTING ■ DRAM CONSTRUCTION t 1 ! ,,� 4 RIGID FHATED PIS • ` 6 • ` .S 5EEDETAIL 948,0 FOR .1. • • ' ' c�- (DM 2 SHEET A -1) -�' \ _.,...;= i 1 1 1!f� ` ( 4% MM. S L O P E) j - I I - - 9,, . % FOOTING DRAM CCNSiRIIOTION SOLID SUBSTRATE C 1 tn, 1 f \ SOLID SUBSTRATE 8 : (DIV. SHEET A -U o * C` z - - `-\ (5).4 BAR COIN. I I_, NOTE: mat- jl �£ \ 8 . 8: (3) +4 BAR CONE, IDIY. 3 SHEET A-I/ Q m £ l \ (DIV 3 SHE A A-1) ' m , 1U10 DECKS WILL NOT HE USED FOR ALL +ice -y: • CONDITIONS. INSTALL LOITER DECK SOLID SUBSTRATE I ONLY WHEN GRADE RE LtllIR'c5. O 2' -I' EE ■4 2x6 RAILING NTS ®RETAINING CK WALL DETAIL * O T TO 1 4 DISTTLLN CD FOOTING DRAIN DETAIL G ®FOUNDATION DETAIL ®FOUNDATION DETAIL 3/4=f O' . : y ; I 3/ 4=i -0• - et. , 3/47.1-0' `/ 3/4'4-0' _ w 1 43-- IA � , 1 ' G i' i 7 m """' FIN 1 � d i 2x8 r DECK JST. I i i l AT Ib' _ OL. NOTE: 9x10' AB- 2'1Q'X3/16' SR m ATTACH LEDGER w/ FOOTFOOTING s DOES NOi SLIDE IN THIS 5/8'STE ( 3 51 WA A e 4,0' f VEHICULAR SURCHARGE , 2 ROWS ;;; T5 AT 16' oc CONDHORIZOITION, FOOTING SPANS AS w , . MALL7. � 5/8 9x10 AB W/ 212'X3/16' SR j 5/8'9x10' A$ W/ 2'30'X3/16' SR -- - SCSCHEDULE _E l• MM £PEED. STEEL PLATE WASHIERS s 4' -0' ' 1 O STEELPLATE WASHERS'® -0' e,H OL (DIV. 3 SHEET A V c''EPT - - F'� 0.0 (DIV 3 SHEET A -V EXCEPT FINISH GRADE �`� ' A9 N01ED ON SHEARUTAL . _ It�.l�� TOP. TA a OF FIN GRADE .. � , - A5 N01ED ON SSHEAR.. .--- ... t SCHED T MIN EMBED ECC6 P OSTS F: ISHED GRADE.. w I 1 1 7� t 11..'- -.: . � CL) •4 BAR a TOP I'){ -- L SCHEDULE I MR EM IBED. _ 1 (2J •4 BAR s TOP ' L RN PS. BEAM 1/1-9x10' AB. W/ 2,2,386• SR STr.L PLATE O w Q 1=- (21 .4 BAR Z = 1 �.. F WASHERS s 4 ' - O.C. (DIV 35HEET A -U > + 4 VERT. BAR • 14' oc, PJLL i X TOP OF J BAR ° 4 VERT. BAR I. D oc FULL I� E XGEPf AS NOTED G415FIEARLLWLL SCHEDU -E ° p O \ TOP CF J BAR i_i ABOVE AND BELOL Q CCPAL X _ HT LL I iB g `� Ek PI ! DN.3 81.2x FACIA BOARD (2' GTWATER 1 2 LEAR L . (2) 4 AR O DEPTH THAN JOISTS) re- z N- 3 SHEET A -V L @ - p x _ \ TOP OF J BAR (D X I 'i •4 HORIZ.BAR 10' 0.C., I' -6' CORNER y ' , !V 3 / 4 ' c A y/ � w ( � j (DM 3 SHEET A -I) 7 LAG BOLT, 0 NOTE 5.0.G. MUST HE M �'. y •4 VT. J BAR I6' OL, ALTERNATE BENDS yf ,.711-1 r z �j (DM SHE. A -I) (DIV 35H�T A -U L z ;H AT EACH END E N +3 re PLACE PRIOR TO N D AMP PROOFING (DN. l SHT Allan k> ,1 <1 (DIV SHEET A -V O W �, - - r War, PROOFING (DIV. l SHIT all ;I I yx y I V2' CLEAR HACIffILL waLL. : - L±1-1 Q e •- 4 HORZ MAX it MEE BRACE, I 0 z . I'r' H'RL BAR s 10' oc i I a 4 6 p./TLAP (30301 TIG gam.. - HTL NE 0 = z F W I- ° (DM 3 SHEET A -U SPAN Tt'P- n Fl ISH • E (DIY 3 SHEET A-U ,TOP T B - - 1p (DIV 3 SHEET A -I) a' 11 - Cs _ 3 - ['AMMEROOFING IDIV l SHEET A -V k fi ~ , ° FINISFID GRADE - _�` e 1 . 4 • 6x6 PI_ POST z . a DAMP PROS ( DIV l 5141 AV - .tom, , . �/xn`'` ° Cp Z d '*t^ � ^'"`' 4 I ,CRL BAR x -1) . 14'oc FINISH GRADE ,. ' • Q 3 E r 4{ - r4 W.JRZ BAR 2' -0' s Ib'oc ! i = `� ^ 3 � > ° ° _ (� !) 'I: _.-J - (DIY. 3 _ 5,41 2 x 3 w( GH66 £ TIC3( rc y ' -- • • O w w v' TOP GF Fi'G C - TIC+FTLII•C > I, •4. HORZ BAR 3' -0' a �' oc SOP OF FT •. _ ».'..F 9 - i H ° Q > _ / Y (DIV 3 SHIf'7 A -U S E E DETAIL 948.0 FORFOO Q 2 0 f 4 BAR VERT E OP . (DN 3 5H�T A-V O' w = 1- U W - a - i SEE DET AIL 3P8,0FOR " ` E w _ e - ° 1- 1 ` 1 - i STI5 INTO FOOTII.Ys 0 � T ' s a 9 • 1. `` FOO DRAM CONSiTd1CTION DRAIN CLIVS 1CT (DIV. 2 SI-EET A - w ° O X • s4 - _ 'ti _ (DIY 2 SHEET A -I) Qw w 1 vBAR WQAP. U'88 _ _ L?+ w V • 7 .. - _ _ e 1 i L o - L� - • (574 cow. SOLID SUBSTRATE �, �� LL , A'S \ ry £ MM TOP AND BOTTOM r z (DN. SHEET A-I, \ \ (6) •4 BAR. NT. (3) 4 BAR CON. (DIV 3 SHEET A -I) ° W = N 4 BAR CANT. in - \ ,.� R (Div.3 SHEET A -1) (FOR FROST)) ( / (4 ) 4 AR EAGHP SOLID WAY . £ I \ (DIY.3 SHEET A -U 6• 8' P -4' W O F La SOLID SUBSTRATE m 51HSTRATE SOLID SUBSTRATE T l ,yl, -,., Z SEE DETAIL 94.8.0 FOR ON SOLID SUBSTRATE SEE DETAIL 9480 FOR , p F 1 i- "! �, `/ (=n F O 4' CONC. SLAB OVER 4' ROCK 2' - 8' 2' - FOOTING DRAM CONSTPoICTION FOOTING DEPTH PER ��� FOOTING DRAM...TR.-Tim 2'-3 / 8' i'-3' ./ OVER VAPOR BARRIOR ,1 (�) ~ Z Q NTS N75 (DIV. 2 SHEET .4-1, GEOTECH ENGINEER NTS. (DN. 2 SHEET A -U N75 NTS IT . P,612 ° ° CC ® RETAINING WALL DETAIL C)TYP. DECK CROSS SECTION 1® FOUN DETAIL 3 ®3/4".4-7 FOUNDATION DETAIL ®FOUNDATION DETAIL Fiy w w 11 W rg°z F I- . . 3/4=1- -0' 3/4 =1-O 1€ x 3/4 =1-0 m 3/4=T-7 . v � ° Q 0 o � F - NOTE: 5/2'9x10• AB. W/ 2'1£X3/16' SR • S/ 2'Oict O 7• '.16/ 2,,,,,,,gm. ,,,,,,,gm. ,,,,,,,gm. S ^ - 4 0 O O 0 2 FOOTNG DOES NOT SLIDE IN THIS STEEL ELATE WAN.ERS a 4' -0' FOOT.. DOE5 NOT SLIDE M 0415 STEEL PLATE WASHERS s 4' -0' i� <° - Z © O OL. (DIV 3 &FEET A -V EXCEPT CONDITION, FOOTING SPANS OL. lDIV. 3 SHEET A -U IXGEP< �/� m w > CONDITION, FOOTING SP'. ° AS NOTE, ON SEARdLL - HbRZONALL7. AS NOTED ON SHEARU4LL V/ Qn m j V...-. 3/../..E 4ATXs 5/8'9x10' A8. WI 2'12'X3116' SR 5/8'9x10' AB. W/ 2'30'x3/16' SR HORIZONTALLT. SCHEDULE l MS/EMBED. Y STEEL PLATE WW ASFERS (I A 0' SCHEDULE THIN. EMBED. Z -0' :t STEEL PLATE WASHERS s 4,0' 0 - m C7 f�. - OL (DIV. 3 SH A -I) EXCEPT STEEL PLATE WASHERS , 4' £ O L. lDN. 3 SHEET A -U EXCEPT \ 0 . ( N(tED 3 5 EET SHEA -I R I) EXCEPT TOP OF SLAB ' VEHICULAR SURCHARGE '716 Z FNISH GRADE - _ FINISH GRAD'c TOP OF SLAB FINISH GRADE (%E O - \ " „ A5 Nan., ON SHEARWALL \ �.. .... F� A5 NOTED ON SHEARWALL _'- - _,. °'fi e, t i' i . , S Z O CO r. '' 411.21 - .- SCHEDULE I MM EMBED � � . --444 .:i SCHEDULE l• MIN IEL:HED. /ICI, II E::. (2) 4 BAR • TOP 4, - SCHEDULE T MM EMBED. _ (2)•4 BAR ®TOP > �, W 1 C2) +4 HAR (2) +4 BAR•70P ' ..- •, . • ^I (1� III X Ia X TO�OFJ BAR +4 BAR -0'3030) X _ H O ww ¢ m LIji ;i Iii w ° - TOP OF J BAR 4 YERL BAR . 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(DIV. 3 ON SFE SHEET A R A -UALL Il EXCEPT T° P GF SOLE \ TOP OF SLAB YE`DAAR SURCHATGE \ TOP OF SLAB HIOULAR SURCHARGE ,d ' i ;r` . ED j� • . (2) 4 BAR s TOP _ ` SCDULE T' MIN EMBED. i , ' i i,_IIjt. . '°"'- '°a"^< 'Y" .... (2) 4 BAR s TOP - - (2) •4 BAR s TOP HE (21 4 BAR s T -,. ? I ac BAR. � 1 I H „' _ 4 : HAR .' oc. z 1 • II !D ,: L z J . •4 VER7. BAR s 9' OG RILL Q F ' ; ,11 .4 OVAL,. IV oc, FULL :g r - 4 vERT. BAR s IT OC, FULL 1 12' CLEAR _ HEIGHT OF IUALL • * HEIGHT OF WALL z � � HEIGHT of wALL N TOP OF J BAR (DN.3 SHEET. A -U 0 S TOP OF J BAR I (DIV 3 SHEET A -U 7Op.OF J =AR (DI 3 SHEET A -A-1) TITLE £ W 4 0 0 s 8' oc B AGR 6 GR60. r - A -U Z (DIY.3 SHEET A -U £ NOTE: ...MUST BEM - a ` (DIY. 3 SHEET A -V (DIV.3 SHEET A -A-1) e 3 ei PLACE PRIOR TD FuLL 3 . : p I DAMP ,PRDOFING (DIV. T SHT AU Y �- 11 2' CLEAR � .2 BAOKFILL OF WA (DIV. CLEAR _j . I2' CLEAR J08 NO.: ' 1 WNW BAR • 10' oc O 4 HORL HAR • B' oc .' • 4 HORZ. 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