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HomeMy WebLinkAboutPermit D02-090 - HALFON CONSTRUCTION - NEW HOUSEHALFON CONSTRUCTION 4401 S 160 STREET D02 -090 - I } ? C ity o P ukwi Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z Parcel No.: 5379800078 Permit Number: D02 -090 ~ w re 2 Address: 4401 S 160 ST TUKW Issue Date: 05/23/2002 6 D Suite No: Permit Expires On: 11/19/2002 U O N 0 Tenant: co (LI Name: HALFON CONSTRUCTION -J t Address: 4401 S 160 ST, TUKWILA, WA N u- w < Owner: � 5 . . ` Name: MCCRACKEN ARTHUR +PATRICIA Phone: < Address: 4403 S 160 ST, TUKWILA WA N I I- Contact Person: Z Name: TOM BROWN Phone: 206 - 510 -8596 I— 0 Address: 301 EARLINGTON SW, RENTON, WA w ? p . Contractor: U co Name: HALFON CONSTRUCTION CO INC Phone: 206 - 510 -8593 • al—. . Address: 15056 205 AV SE, RENTON WA w Contractor License No: HALFOCCO33CK Expiration Date: 02/07/2004 H U DESCRIPTION OF WORK: t. Z CONSTRUCTION OF A NEW 2,259 SQ FT SINGLE FAMILY RESIDENCE AND A 630 SQ FT ATTACHED GARAGE. U w PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, ROCKERY LESS THAN 4', TEMP. EROSION CONTROL, P H STORM, GRADING, & UNDERGROUNDING OF POWER. Z Value of Construction: $264,053.40 Fees Collected: $3,242.29 ! ' . Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Curb CutlAccess /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 , Flood Control Zone: N Hauling: N Start Time: End Time Land Altering: Y Volumes: Cut 10 c.y. Fill 10 c.y. t i ;� N Landscape Irrigation: N t i ' Moving Oversize Load: N Start Time: End Time: , A f> Sanitary Side Sewer: N 'ik:: k • Sewer Main Extension: N Private: Public: s ' °' Storm Drainage: Y Street Use N i' :' . . j, ° Water Main Extension: N Private: Public: A :%1 Water Meter: Channelization / Striping: t '`'� '4: ** Continued Next Page ** 4.,, i s l doe: Devperm D02 -090 Printed: 05 -23 -2002 V11:01 � !: ; ; City of 1 ukwlla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ��� -0 = • Permit Center Authorized Signature: G�scCa� r?.eill.!�t Date: z iw 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 D : ordinances governing this work will be complied with, whether specified herein or not. U 0 to The granting of this permit does not pr-sume o give authority to violate or cancel the provisions of any other state or local laws W u.1 regulating construc ' n or the perfor- an - of work. I am authorized to sign and obtain this development permit. u_ i g Si nature: Date: g J Print Name: N d = u1 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. z 0 w DO 0 cn O u j LU 1- H co 0 H• • Z 1 • s e w s C doc: Devperm D02 -090 Printed: 05 -23 -2002 LTA :�:.;:: - ..M..fF. +�•., • fRE, YtNLCd +a.:iwranw:wr•w,,,.,.... ,.rr 9. -•.,. ...._..... .• _. ......................_ . ._ti .,.....- ...,�,. »....� ,. - __- • - .. • `.W .......... r 1 Qij Cit of l ukwlla y Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 5379800078 Permit Number: D02 -090 'i- z Address: 4401 S 160 ST TUKW Status: ISSUED 6 D Suite No: Applied Date: 04/10/2002 Tenant: HALFON CONSTRUCTION Issue Date: 05/23/2002 u 0 CO 111 J H 1: ** *BUILDING DEPARTMENT * ** ! u- • ' w 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas a N D piping (296- 4722). d • 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be H w' inspected by that agency z H. (206- 835 - 1111). F— O , 5: All mechanical work shall be under separate permit issued by the City of Tukwila. W w ui 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These 2 D documents are to be 0 0 maintained and available until final inspection approval is granted. � �;,- 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. w w Documents shall bear the seal and = t ,-, U signature of a Washington State Professional Engineer. ti ~O 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as Z amended, Uniform Mechanical Code w N (1997 Edition), and Washington State Energy Code (1997 Edition). p H 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for z special inspection. 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to \ give authority to violate or cancel the provisions of this code shall be valid. . 11: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. . 12: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 13: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 14: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 15: ** *PUBLIC WORKS DEPARTMENT * ** . 16: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 17: Any material spilled onto any street shall be cleaned up immediately. ' 18: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into . $1,- .. , v existing drainage facilities. , L; ; 19: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to �! 017104. the Inspector for ; prior approval. `' " 20: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be ' underground from the point of ' ;;* connection on the pole to the house. 10 Oa) doe: Conditions D02 -090 Printed: 05 -23 -2002 Vi 4I- 11 w .?.t City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances _ H governing this work will be complied with, whether specified herein or not. H Z �w The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws 6 2 regulating construction or the perform . of work. U 0 � o w = Signature: Date: ' F' • w0 Print Name: N rt _ Z �. ZO W Lu O Ni u j is H U .. - Z LLI Z { ! � v ' ^tr p n: 7t% 7.: doc: Conditions D02 -090 Printed: 05 -23 -2002 F.; - I - viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. ' =A 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. e � , i,�� Date application accepted: Data application expires: Application taken by: (initials) _ :row ■ PLEASE SIGN BACK OF APPLICATION FORM l 1 41111W VIM SFPERMIT.DOC 2/13/97 1 ir ILA .•.„�,,,,�� ".��„�,�, ,,,...: ,.: ;.,..,..,. , ... , ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED B ^ REGISTERED ARCHITECT OR PRO. ,.SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL D AL IFAW�N,OS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED • ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water/fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 - 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan ' (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. . 3. Driveway location - driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). .„.4. North arrow and scale. • 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. ..- 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width); z show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. I w 7. Parking plan. ce 2 8. Lowest building elevation (if in Flood Control Zone). _J v 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. w o 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. co Li, X 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the J F- shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). o r - 12. Identify location of high water - mark of the Green /Duwamish River if site is located within 200' of the g by the State; o1 Waslitngton "0otarli f le'tt r' f ll3`tii' piS p91 -:2� r a itli' Wili the agent to Submit`fH#ts pet ilt and �• Ia. obtain ihltib; r�iytilred) iarf' o %thlsistiErilttd►ar`£��r3;',�� K� * ff; t ,: :5� . :, r 7 lC +;�'r • ,` '.v ; t; ;' 1 � . I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF �+ : PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. ' � ., I a,.�• ;� : � ' . i.' 1' .1 1 :;�, . f. vY r , '''' +:'- 4ij.i— *; ;;i :';i :' , .t t!":7::•y- .rw: w- ! atINIIIIMi BUIID/NC,iiQWNE ;r1R AGtT.H R ED;AQBNT r,'.. tL?^ , �r. g � . , .':. t'I � Signature: Date: `? /D __�7 JP.. al Print name: 73 Phone o Fax #: ..2 s 1< ' avas Irma xA C }�/ /M�tj�4 yj'S' Lp uw•' 1 W ., N ij 17 y 2 Y .; . i � AM - 1 :4. !yp.13v�' rA + :urfi ijOki3►' a4+: P r 7n . r:' l.Ifr it ry r krk'l . is{j .ty `.' l...r.ws. k ".11 J,;..y ' ,. .: :: '+ .!,,., � :4" :<-4,-.y. : 7 +'. ' '1.41.iC :•L•:! :); hS: WI ... .k .. Nli � r" � f , .i��p. ; • ' 'j, r �,r" p� �. ��.f.���{ ,yt, 1'' ..Yt.t ': 1 F 1'SY �1 ` y� '`' +�".k ski .tt ,��* 's.g.6 . :.,. +. t S��' `./ ..'�lc"�i` >, t " i l ' R ;; . t � ' •. ' + � { — (( ��F L,0 04� ,., � s ib . O� 3 � • ;'1,r' 7 ,; t ;. , _: s 'r,�P', {. % '``•tl •��t. M,� + �. {. ��, ' j , !. �� '� y . o7 v fat . 1 It" •1 P' ) j V iV►' IT. OCn� 1 . / !. f , t.�,7 :, i. {. ff� yy��1� ro . r! -t11 u � 1 •1: re . a , #r t } } 3M ^{j tb,4 ` ° q ` t ��^ k .1, ,t ?.t. ''• 5 't ^ +�'(`�7'., ,''. Ilt.'r!\ . J , �rr. }�. <ll l� ., lt. r•.li•4• . • / c . V: �...1 i''1�n L 't� 1 i�� ,,, ' {•. ': 1'.1. Iri�.Ri;•:'��, ) }i' : r ., ./i+. j !'•. }.. �• 9Fr p ` ��`:! . `: �..bl � .k 'A'•x;, 3.. Y,.. 1 ,'lc�t� �1L, c; '.r. ..' 4 :�rn A, � 6 � I I � ti ` ,� `. }: ' . ;1 ` • »y f.- •.,IDti� «;)•: � ' 3�;^ . ; ^ .� 7 f l, I � r,Y � 4,., v t1YK " ?`,.�, y �� y ,` , ;! { 9 41, y�� ,, }' t, � � �� ",t :. , . .. : + ' .; � rt, 1 fi� • inw + b t +k � oaI . r� � +r^ pie w "l Ag.::i?ALL'.';Li: Sl& ,.,it: ;air :pitta.,.' + 6 i;lL"it f� .t.,b. ". ' . r.t.t1 i�':,al'LfX'+:211nJ. ha ,Ya'1�rb6i+.�o�ir^�dl�tde.,PCti �tl.) �YiiS� .:i151it�;1!.,.�.t.' k.u.. ,w CO VNMDXNaWroW.,n .4•. wntwru ,....... vxtlaY .L:,. ..:. >.,.., a ,. N.rn ,.« , 1, / ' 0111J1 w �^'� ,,,w� t ► t N �� City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT = z , Z re ui Parcel No.: Permit Number: D02 -090 0 O Address: Status: PENDING , vn 0 Suite No: Applied Date: 04/10/2002 W = Applicant: HALFON Issue Date: -I F WO h g }} Receipt No.: R020000468 Payment Amount: 1,246.54 g J • u. < Initials: SKS Payment Date: 04/10/2002 01:05 PM I d User ID: 1165 Balance: $1,922.25 I-- _ Z F- O Pa HALFON CONSTRUCTION w t j 2m . 0 TRANSACTION LIST: CI N Type Method Description W W Amount 1-- U IL Payment Check 12386 1,246.54 - Z W 0 CO I= H O i ACCOUNT ITEM LIST: Z Description Account Code • Current Pmts PLAN CHECK - RES 000/345.830 1,246.54 1 Total: 1,246.54 . .� t .1 t *,;,. l'ItM 1 fL ° . ' . jr` i ',V4, . .. f .1.2.' ,, . 17.4.!'1 OTAl.. 4 9; ? .* r ��i. . r 3 , :. Yr s 1 doc: Receipt Printed: 04 -10 -2002 , .,, 5 1 te r � .,.■ I Al f • ;� Ar City of Tukwila M 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT ; i_ Z W o: 6 Parcel No.: 5379800078 Permit Number: D02 -090 U O , Address: 4401 S 160 ST TUKW Status: APPROVED Cl) 0 Suite No: Applied Date: 04/10/2002 W H Applicant: HALFON CONSTRUCTION Issue Date: -J LL ,WO Receipt No.: R020000694 Payment Amount: 1,995.75 g u. Q 0 Initials: SKS Payment Date: 05/23/2002 12:56 PM = 0 { User ID: 1165 Balance: $0.00 I- H , Z ZO Payee: HALFON CONSTRUCTION w uj j D 0 o ' TRANSACTION LIST: . H . Type Method Description = U Amount 1 1 ~ O ' Payment Check 12424 1,995.75 l 0 N F- J., O Z ACCOUNT ITEM LIST: 0 Description Account Code , Current Pmts . BUILDING - RES 000/322.100 1,917.75 I ` INSP FEE - STORM DRAIN 412/342.400 15.00 . INSP FEE - UTILITY 000/342.400 15.00 . LAND ALTERING PERMIT FEE 000/322.100 23.50 PLAN CHECK - UTILITY 000/345.830 20.00 ' STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,995.75 • ; . Env .1;,,,77z,c,,,,4,..:, ..,,q,r CAlke4 ;Z u§ '3,e .,; r s" m , @ dr> - a Printed: 05 -23 -2002 Q TY;; doc: Receipt � 2 �i!W!h.4.tWi e- aw+Mn.r.+++uver....u.e .4 rvwnhn...www.aO.ywe ie . .,a»nn n. e...... a +•v.nn.. .rm.w Ywlia'C0.i?r.4'bW7•hb , Z 1 — Z . w { Q U — t " \ U0 INSPECTION RECORD ' y ! w w Reta a copy with permit w _ .i , INSPE ION NO. - PERMIT '�i' , 1— ` ;._ CITY OF TUKWILA BUILDING DIVISION °' ( + . Ili 0 ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 . s _, Pro' I Type of ection: g j A r s ate Cale I-- W Spe Instructions: Date Waf �d: a.m. I— O l O �P.m. ZI— Requester ? 'Li Phone o: c! _! 0 N '.' _. W W . �4pproved per applicable codes. 0 Corrections required prior to approval. I U ,: 1 COMMENTS: F- di Z - CD Pre v Ce ),ram ,c.. (l ( &- f(`�r - - Q....,. i n kJ F.. A. cca- 1 z ° ; \\— .. - t --f . )r 1 c-D k'— � r...) A--"C_ 1 • 4. ; i> u. :. /''''414 4. 4 ' '.a En :r ,: " \ " d{ k cz� Inspe �� or: Date: ft , \; 't, Al - 411 r 11 0 4 3 $47.00 REINSPE ION FEE REg RED. Prior to inspection, fee must be paid at t300 South enter Blvd., Suite 100. Call to schedule reinspection. '. ":' * ` Receipt No.. Date: iµ . . .. . - ' y46 , 0 ...._.: '`:k4,,,.` . y .4,. 'eke.`` #fir �h5i€ti):+4...tk 4auY.!U,4lSkiom, , t Z I _W re 2 '! INSPECTION RECORD C N ° NW . Retain a copy with permit 09 o INSPECTION NO. PERMIT NO. U) . CITY OF TUKWILA BUILDING DIVISION t,j O WA 98188 (206)431 -3670 _ 11 V . , . 6300 Southcenter Blvd., #100, Tukwila, 2 J a.r Projej Type of Inspection: u_ Q t`k Icon (Zr) s- Pa F na I u) c . . Addres Date Called: I W . P oi S loo 5-6 lo/oa /oa z i 4 :: Special Instructions: Date Wanted: A. I— O / 4 fod ppm Z I— Requester 2 W � fo (A)/1 D o Phone No: - 0 ( 06)s�o'g 96. O H IL u j 0 Approved per applicable codes. 0 Corrections required prior to approval. H U ~ u' O U . COMMENTS: 6. . ; UJ 2 _ \. i : 4 'ii, ' .51) ': 1‘,/‘.) Lil(›S..._ r Li,,-1 l : z.• 0 is pit 0 ("— lit/• c,) ) , • _ , p ti , w t ) nil / ti l_ .,..1( . 1 Inspector: Date:. 6\i • S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be : ', paid at 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -tlh, •Receipt No.: Date: i Ifii 4 i '.:1,N-. I r '. .. _ r ., . .... .. <.,vn :rw u. .... . r....+rx + +gym mrr,.re+1.r., , .. . - wA.. ' hf.-0. t .i ?{ • 2,+ jn�i�} MdYMl'! Vt4 ] gattE•J1•.�� f Z i I— • ,I— W CL 6 U ! i. r"1 c " > 0 7 , .: INSPECTION RECORD co ° cow Retain a copy with permit ��f? -J H ' INSPECTION NO. PERMIT NO. i (n U . r ::' CITY OF TUKWILA BUILDING DIVISION w0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 M g J -, .. . Project: „, of Inspection: LL, < ., : Hai-Con iesbrJc_-t-iaf u) d Address: ” Date Called: = w _ . 4 /901 5 6.o 09 16 Z•lo,A Z i Special Instructions: Date Wanted: a.m. Z O f� C y /d d- P•m • j � urac e, 4 e "ir10( Requeste W w rvc:Ker+� C D CI � ` : ° Phone No: i (a 5'a3- soU 3 0 - 0 . Ui IL I - - -- . - . i s f..' � ; , '�' +� n ni , Inspector: 'Date: � , �� � � ,i: Li en?yE 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be +��'. paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,, Receipt No.: Date: "'``" ` I, if !,;... - ,h, :k- ,':c,..Ky s..:.� . ?„k,,,ke.' ar.: ;b, f zc. .f',, , i' 4 au.fiai >44''.t• . q - ',Ytit,, . VIV SAfe7i ,A � i.. M kt ' . . , , ■ z W 1 INSPEC11ONRECORD � w = 1 INSPECT Retain a copy with permit A te. " 1 U U) LL . ION NO. PERMIT/ / , W O } CITY OF TUKWILA BUILDING DIVISION 'alli 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Q 1 Pidijectv T p of Insp N C1 On Coilc - = a Wm M ini Date CaN d: Z F. M i s k 0 S + - i C �z /oz- O I Special Instructions: Date Want d: a Z F - 1 Requeste D a i 0 In o N i Pho eNo: aF. al La H U I Ap proved per applicable codes. El Corrections required prior to approval. ' LI: 0 1 COMMENTS: W z ( U LP( \tvv' �IASv(4 -Lm�� " G (oVC) 0E- V k00 . �CP� 16 41 0IA a ✓a Vr f ... k &E' i -Ir A 1 (- 1% c J'G w) 11 5 pa( rr n v-e- ctpty ► s 2. ( \ V\Su C {0h !� ci V1ti SA ' (°fr. II ic:1(.1r. b 4 r r v e r Cnu 1 1 Cfl , ' t f� I f S ,W . 1 c ci ,SP Luc? v ' -e P.l - 4 D '., I , ; Ens C' U O LN 't �`1 f:?a c ,e i Y e Inspector: ` ji "" \ 4 1.4„... Q .4.,_ Date: ,� 3 — �.`� r X47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Fa /Ator t paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R l Recei t No. Date: t'l..gi 1 l .. :'1` v, � �. , . . - ... . • .'kt Lv.t4F` sS.ti7i+�laN.S� '.?� •. • -` • +. rAi+U� +2�k}' `' Y�.h XX4i. 66 , , _ - -- „or" I - _, � / Z I' W 6 U *c•crt '••' "+t"" "C�'^r+ry+c'r mrn-n- -w.r.+.� �..rr -._.c' V O r r,�• ' , ^ , ."" .•w e .. \ � w w . ' INSPECTION RECORD �. I ` • I Retam..a copy- with permit: ; p I r INSPECYION NO PERMIT NO 2 _ 4.• .env, C 'E, ( -4 1✓Y""' ► Td 1.1, w<z_ e c.1" ,r.i?.t - '. cr t ivel ON 17) (4"...) r--:-A-b t i 5 qd. 1. V r . A.M1 Inspector: j f Date: � { ;`, L 1 E sr. ;s / ❑ $47.00 ?,•. ,. .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. p.43 Receipt No: Date: • i '} +. . ' + °-itii r,- ,1`ay.44.*.gt•?'- -4.0 </, >.•. •.+., < .,vi• : : ;� 'h 7 . p ' t :6 4' . n i .'F i Lt �: k... :ii4. i t. +_•d./' , ,7y,,y k ta ..... .N.�aSsatir<'i}�. Y1it�i,dekl +nke "lk*' Yhin s - ... - •-_,- „ . ... .. '' , I . ) • • - . • Z < • I I I— Z .-., • • i . ne iu , , \A , i i , , ' `,` \ 6 g . . . $ , , . . ,.4.7.4. ., / ....- ...I 0 Retain a copy with permit - __, 1 _, .,, . . INSPECTION NO / , PERMIT NO ' CO u_ r CITY OF TUKWILA BUILDING DIVISION ', : 2 >- -- 6300 Southcenter Blvd, #100, Tukwila, WA 981 88 (206)431-3670 ': g 15 • , 4,- Pro 0 fou .. Type of Inspec o .,,,. tion: A , I.L. !: : . 1-4 6 R) P c 1,,/ : - ,.., Addres S I LO S . s: Date called: . ..' ....-': . i Z I—, N .. Special instructions: Date wanted: (a.m. P. 0 ta 0'2. p.m.,/ z 1— W uj A.';'- - Requester: TOVY b - °bun D fa 0 Phone: : 0 - , •;'::' IL no -r• gaa Approved per applicable codes. Corrections required prior to approval. ,__ ..... ir-- :— I , .:; , L :COMMENTS: ...: Z -,:,,-,' .... ::',• Ill u) ' 3';' . ' - : cc? rof 47 hat rOwv P N • . r-N t if rt . ''''' % .S \ PN NCA 1 X iry r v\ . ( I • ...., „::::-• ' . k j • ... . • • ‘ A A 1/100 4 , --- e— 0 A ki , . , . .,...' . ' . -,:■-• e:' .:'-.,. i1.2-1 .'. Inspector: Date: 8 _ ,2 G- 07 • > l, a: I; fi t* • : 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid • - ..':.: at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. !•090.,,\;4; ,. Receipt No: Date: t.'`• v .P.g tl , C4 1 :•. i• 4 A7.. ..!,'- : ' ..iNkt ' k '14442.) 4 ' A llf 'vek/W 4 : ■ . _ . • - • . ,- . ■ I Z ' 1 t... Z ILJ CL ';' ''' ' '' • – • _1 0 00 01 . u) ,..e E INSPECTION RECORD ...,..." w z _1 1 _ • I 0 c? _ • ..., — j ' w LL Retain a copy with permit 4_ INSPECT' NO. PERMIXAr/ ; . w 0 • 1 ..,. CITY OF TUKWILA BUILDING DIVISION i - g 5 . f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 , i D •ProJe* ct• Type of Inspection: w R fi e ‘ I° • A) P it) ST7 7") l i • 6: ction: • Dar e Ca I I e ...... Z F- e,. -5 # /6101fr e c, .57: 2 7 -o..2, __ . i I- 0 , S eci I Instructions: Z I- Date Wanted: ( a.rn ; W ILI e f" — D2 P.m. 2 D . Re ues r: '..,=. ' ' :. , OM 0 — - ;ice o: .)... i 0 .„ . ?: : . , Approved per applicable codes. Corrections required prior to approval. i — 0 , Z al :;. • COMMENTS: : c0 0 — . ! — I i 0 Z I .;4 r.• - , \ ' i • ' Ej I I* ' \ 1 :: ittAf.* tryilvt Inspec if Date: ...xf. / f/t /1 $47.00 REINSPECTIO r . FEE REQUIRE . Prior to inspection, fee must be • paid at t300 Southcen i er Blvd., Suite/ 00. Call to schedule reinspection. f;'i . -t, Receipt No Date: 0414.; I .t • ,,,-, . )4 .,. ,- ',.• . ..-,,. , i.,,,. ..4 . ig.0%-..ithil,,,t4. I , Akliv , 41•, ..; 1 ' . i , _ •:4!" 1 Z i:t 11 ilz 0 INSPECTION RECORD w Lu _ Retain a co with permit �0C �' q � Y"` _1 I_ INSPECT : NO. Copy p PERMIT NO I 0 LL CITY OF TUKWILA BUILDING DIVISION li' -� .. , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 4 `r 7 t: , / 7 1 / 1 Tyn: (Cfl ht'o`7 1 s: e : ' Date C Ile : F _ ` o `S )i o 5/ < .?//(2..? ? z. Special Instructions:. Date Vd: / � a . I— O / vo� (�" W W Requ / 2 D. • ,• 2; \ it) r � _ ° '. ;. Phone No O co b - 10 3 .5eD3 ° I-- WW Approved per applicable codes. El Corrections required prior to approval. I H H , , Igl u_ O `: COMMENTS: Ili Z U � s ue 1 l � �'" r, •/ : /a�- � �- 17:%"1 ' I Z x` I .. _ • 4 .c ..cry'«, - i i 1 ,. z „,,, S • 1,P N t° 0. : ,,,.. psvo , �` Inspector y Date � � rrr� � • �� 7 ?_ . 4.- ; � ;� (J S�e,�y, 41.51 0 V. $47.00 REINSPECT! - FEE REQUIRED Prior to inspection, fee must be P <<s *o� paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 9 4, ' P: Receipt No.: Date: _ 0y Y tis.^ : ,,..;,?, r''4 '' .. S l':... . .. ,. 1. - .. ._.. •^ 1 •- A1.a;, t4.}V+fi av,i'jt'.�16"Mvs` .:'; s `"'.,,!+. t`&PieZ u .d' . * ■ Z ,F=- W w . W U Vp �t to NM INSPECTION RECORD a G,f J tu Retain a copy with perm � to F u . '* INSPECTI • N NO. P • I 0. CITY OF TUKWILA BUILDING DIVISION 4 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g a i Project: Type of Inspection: CO • ,4 � / l i)/v_c' . " '/ //, 7 //7/7-&-• Date C lied: . s c '4 l'� _ .( , d resss: ���J s� �/ +� `h/ ~ Z . I- 0 Special Instructions: Date Wa ed: .m a Z E- r :. k f /.2C� „„ p•m• � W Requ er: C) P O ILI = 0 1— pproved per applicable codes. 0 Corrections required prior to approval. LL, ~O ,•`` COMMENTS: • ui z H • Z rte.. ' • ... I 7 , .r.i.. r. .: , + f . 3 . "1 _ I rPf ' pector: Date: r¢g t 'b . ,' xr 4 r.. iL AAA. .. ... - .. Mb M s , r " �° , �i . x47.00 REINSPECTI N FEE REQUIRED. Pr pr to inspection, fee must be P � ti i , 's - paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f Receipt No.: Date: { ♦ . w -- .r - �r , - . . I z ~ y W titit IL C 0 0 `' ; INSPECTION RECORD ` •• w = - Retain a copy with permit LA,. ` , Cl N LL µ... - IN SPECTION NO PE J T , NNO. - O E CITY OF TUKWILA BUILDING DIVISIONS 2 .'. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Q !; j ci l b i . . °ject: Typ of Inspecon: t i (a1 s r t. (t" - Ani /. • r ! C / %1? (t j _ F. W Address / � Date C �e / - / O z = Special Instructions: Date Wa t d J . $Ji b z O :. � r S ,/is : / C/�t... W W 4. Requester: {.: o c Phone No: , 420 Co 5 /()- /S t/( w W = U :' ` 'Si-Approved per applicable codes. El Corrections required prior to approval. F— O COMMENTS: til Z n.. ( ( I _ : () U PG\ I (J v.. C 0 WI 1-P 4 Q i � F- �i ` • Y.. ... . T' = j . y '- . L' ' ' S r3 - . • . • . Cal . L.t {' .r 4 Inspectors -- \2 )( 91? `� Date: '`A ?'' \ l �` dYi 4. ,r s. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be k ,;°yM paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. C. Receipt No. Date: � ti '_ r.. b eS»'anai..ew,.:,..mH -r a+¢i(�rw:>tx�e.tir,.,3.....:. .,.T :ti• u...: ,.v.. ... .... -._ ....i ..... .... .... ... . � r,' ..... ./ [ta' k1fSV:'E.i" t4Sk �'d'�i l'1•�: �k+[ 4ri� '�'149�CF382ti � ,. ». 44 4�•n4,}.�._ . ) - i - 7rr • y Z ~ w Z g }; H f: _ `'- INSPECTION RECORD '� Do � : � Retain a copy with permit 1 : INSPECTION NO. P IT NO. CITY OF TUKWILA BUILDING DIVISION" ! 'i . aj 0 k Tukwila, ? � 6300 Southcenter Blvd., #100, ukwila, WA 98188 (206)431 -3670 Pr 'ect• r Type of Ins tion g Q g. �t .1-t) Ce n SAY c t C - Ete l Wit // . 9 //4. 74 v a Address.: 1 S Ito D jt Date all i ` , _ Special Instructions: Date Wa t g d: a Requ_ r , . NoC: �l Ua Phone . C ��_ In`851 t-, O — of Ill W Approved per applicable codes. El Corrections required prior to approval. H U LL O K -- COMMENTS: , . Z W N ;:. . L& ) c ` � � r� 4� \ 6 , t p 1n C r 4 ve F- i z t . . V - \ g . : 9 P 0 pr f O v/ - d 1 t;' ) 11 J , k'. ( P i I v∎C I Y\S u\ e 1 0 v-\ ` \ )0 ke 0� t . , , CP j I t r 1 11 S i V S. 1: : --- A U S 0 tv\ — 0• pp r o Uc"a‘ )') z4e "A U fe ^( s , t . .. y. . , , . !wog i , t Inspecto . D C` OR 45' 'Iiif . . $47. REINSPECTION FEE REQUIRED. Prior to inspection, fee must be `'' . El paid a t . Southcenter Blvd., Suite 100. Call to schedule reinspection. ;1`;;; I Receipt No.: . Date: l .....a f . .. ......., ..• ,.... ....._ _.: - ..» .... ......i a ._ _ ,... —.•, ...........,.�...�....,.,F .. __...;-> ` y rr .. � ,,A•'tr3 •.• .n. ..n...aw:aw.:zr .x . , , �...Mb.y M6 Y "sb.4,44.. 4; kdkatT£' l Ai ,41inii. 4 ^°+' Ssin` . O Krtel'T+, r .J'.. ✓9{tew ' -. • ` I ,J 7 r •ter .. - _ _ - i' 1 -. . / 1 N 1— : } : ' ; ' . Retain a copy with per mit .f:;- INSPECTION NO. ,' I I / PERMIT NO. w0 •I CITY OF TUKWILA BUILDING DIVISION j �/ • 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 I Q CO d . ' , :.:.: Project: ' ` Type of Inspect t x _ `C[ -oh rclmt I- _ Address: � 6 1 5- I GO .St Date called: ^l g 1 Z 0 r — o) Z O Special instructions: Date wanted: a.m. W W R - 4.)rte D o Requester: 4- 7 0 N ,• : 0 1 r" Phone: H V F-- 0 Approved per applicable codes. corrections required prior to approval. 6 Z CO V U) L_ ~ 1 ) V t tr <S4 i o 4np a-C - a- vevtt r kas- , z 1.) � 6 brae ,e•, �t•r u.s ;c 4 k)Pg! P A d , . -e. b U -e- Vc� Y G r z n 4)y en,A U \P s 4-o ` r . L t r � \ s � • . GI 1 r 1 � L C-{- c u s ? - C) rl V\c. uJ G`--P } . Y 4 !., :. t.,_,,,,m ...: , . i .„, , 04,` =ti :„, te • ., Inspector /� D 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ' 0,,) ``''f at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t Receipt No: Date: t., 5ta % t`F' r%• ,r,..t i"fnk; ".• 4_ ? ,k, :' :Y,I:r: ^i'� °S�`.k�" , ::.'iu?� .:,- ' ,.. „ :'' : :J « 1 H , . Y , � , . , . r.,. ,, a -a . $ gKi:I 6wat a+kkkkk: C +R n.. k+�ts iw s� • . . ... .......... .. ... _. Jr . 44,, Y , tc,1, 6 Y,�'v ` . y4 !?r 9S ' .'dz + M`. .,i YYx a 1 ) - ..--- ' . - 7 - -- C ■ / • Z < ' ' I , I.... Z 11.1 re 2 6= -J 0 00 U) U1 NW INSPECTION RECORD Ih-- ;. UJ i Retain a copy with permit de : . U) u. { INSPECTION NO. A 1 PERMIT NO. . w 0 i c /11 . i CITY OF TUKWILA BUILDING DIVISION 1 44 . . 2 ?- g5 • 1 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 , . u. < W I Prpct: i / 6 P7911 4 • Type of Inspection: ril ne) ■()0 , I a I-- ILI . 1, I ALdkesk 5 /epc. 57 Date .1eIL. / Z 1.- 1- 0 1. Special instructions: Date t; .:. a.m. ,, ,, z I-. U.I uj 2 D . 1 Reque . 6/11 ..:. D c3 0 0 co 1 - . Phorte; 0 1-- /e/4 - S , : Wuj I-. Di Approved per applicable codes. n Corrections required prior to approval. -.i , Z COMMENT . . .--- k (k 1 .)0C)C s bec 4. 1 t ' r PV 1 • ., 6 -i co c.) , , I. 4,14..y. r- I P(tiec/ are) Oa ( -Cr en f 1(1C....1 w2e i At eQcrvec (0 Nyi) Pi 41 7 - nidOrO ti€4 vs s efr ( fr.i 71 N' :. A r prnued • ... , . • 0 o "AP r -V \oOr \r ry . , . C , Mr f e-G4 i op 4 • I t Xro w\ '--- V-... - eltDO el M - i r -Cs?) nn o Le 1--r - 060V%cnied ,' i ... t , . . ;. I , • lk.:1 I 1 I ; I mi-irN ; 0,k. 4 1 ....,, .= _:,, t 2,9% 1 .1 1 ;Oita (.. 1 Inspector. c --" coji/m_1 9 .4. _ Date: r% , 1 , 4 6 0 - 9 0.2 _ el k t El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid togAtni 1 i at 6300 Southcenter Blvd., Suite-100. Call tb reinspection. ;X43 i Receipt No: Date: . : ' • 34fid F , b ,, 1r- '. .4 - ,..-- ,.. : t , „ ,„ - ,, . , , , , . - 2,1 I a, , romitliekot.Wiima,..: ' Mr :t.A45:144: 44 4:..t:t■t m . .. ,-- - "k. ..C. r - •k . . I \. I Z < • ' I 1- 1- z re w 2 D –i 0 O 0 ANIL aii. 70 , IIP IF • cn w , Lu i , - „ INSPECTION RECORD Retain a copy with permit - o , -0 Xt, .41 I.■ U) U. INSPECTION NO. / PERMIT NO. 't 4 i si k ":?,., CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 u_ < _CO . Pr jpt: , c Typeof Inspection: i (CJ )54,, r; .- A frA7 / n 9 I I-- ILI Z 1– i__. Dite called( / ..-._'' 4/6/0 / 5 /6 0 J t- S' /7 / . • z 1- Date Special instructions: q" ' ill uj P - wenidp 2 n .F :4S P.m. D CI • ,: Requester ...., U u) k' : 7 , e / 0 - 0 F- ',.: W w Li .`.t..' 1 - 1 - Approved per applicable codes. fli Corrections required prior to approval. L I - 0 Ili COMMENTS: I 0 - _ W 1 _;',". ce 41 AO" / .-‹. 5 .: i 1 /.../7 • 2 / ) 7 ---. . 4 A,.., -`„ "1" A, / 1 , 7 ,A,- , .. _: , --, • . --f '7.- L--, _/ fP. "S i A.199(„tge,/ ,. .-f4-13 ,.. is.r.. / ..:.*:,;:., .4-7 c? i I - - " 4.... f. e .... e.e 4/ - ,/,z-- , . . 2 • ' ,21 /4 t .1.. ' )1 6 le.--6-7 l'4 4 • 1. 7 ,,...64 1 j..../ ) gt '• 3 /re ../ i / 7, i?, Z, Liii ..., -iev-- q,a../..- ' 60 /--1-7 . . ,, p . , 1/4‹ /,....,,, /...,.....,,,e// / - , . , ---/ec,e--- A- . 4. j7 . . . I pi- 4 : la ee!--r,--A/7- .. iv . zi., 4_ ,....A...) A---y.',6-1 414 Ca : p: - Okikaitik ,r • : - • . ^,* g a , t/4 ' " , sAria.o. 04 :,: Inspector/ Date: ;‘,. _ 41 ,, - ( .-- "171/)" g / ts' Ei $47.00 REINSPECTION/ E REQUIRED. Prior to inspection, fee must be paid .,,. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 i i. Receipt No: Date: V-0114./ i' . 7- of— . ,7ieNO,V1 i ''' . `— : '' ' ''' ' ' : ' `: ' i: ' , ''' P. .- ,,,r - ,... ; ;, , , :, ,,, .: i . -.. , ." ' ' • .sni ,;,r 4, 4 - 4 . 1e' . .0"'' f.46,04*...‘0 Oil le .4■46..VAVA ' Aatia- . i oM , , z - z 0 INSPECTION RECORD: _ cn o ` Retain a copy with.permit _ L O 1 J = INSPECTION NO. / PERMIT NO. N LL : N • -: CITY OF TUKWILA BUILDING DIVISION f 4 W O 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Pirgject T e of )I spec • u.. Q - f �� (n5 'n C7�7er( K V 6?" . n ra u (K cn D F;: A l 111 S / i8o Datlle / &, Special instructions: Date wa ed: ' -. 7 /7 ,o p.m. ZOF Reques • O 1VI Do r 6 I U Pho - $�d� ?& oI_ W Approved per applicable codes. n Corrections required prior to approval. E _, • V COMMENTS: LL O. f 2,Z Z ~ I 1 i A Y AF Mi { i 1 '� '.st. • i Inspector: Z IAN\ k r, Date: - ! 7 Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid + 1z .; t. at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection. y? �',: '{"�° Receipt No: Date: 8 , :;E' i i, . ,ii ' C ` ,=. ,, `.:.J� ,' �, � -r s r :i , 1 aZ � , •.'r' .'. - ,,;- .' -,' 5. .' . 4 1 �i 1 , Z 1- } r . ; :'�"• . ` r v: " :777 """'"'• -i- t .: ,, .77.-7--,,-- {' "„_""T•" ,,ten'"" "...,,,," T 6 n l i t , 1 J O - , 7 INSPECTION RECORD', . , . ' ',d76 ai w '' Retain a copy ith ermit I 4 w = PY w P \ -J i_ . :: INSPECTION NO. PERMIT NO. (/) u.. • `. CITY OF TUKWILA BUILDING DIVISION O I.z. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 rpict: Ty f : P t7 C l f_(Th (()-15474 1 70h , y Inspection f Gip / r� �' a Address: Date c4le i- _ '- J /b/P S/- 7 4o/ ? T. Special instructions: Date wa to 7/ p. m. 671----7) Z O 7 Request. w j l D l� 0 Pho , � / /� _ C U N c�� r 5 / ? 1 fG' °~ ww C Approved per applicable codes. IgCorrections required prior to approval. I = - H COMMENTS: IL O 1 • ) \0 i f t 5 ( ' t : ( 1 -- ) o le- 16 d o = . it x; .. Cr)wtMO� INctI % "ct 6 • " G �. d 4)-tt O, :- 3 cl �r i i r..kG tn(L 1AG1 5 c4 - a I, �) I' LQ P v e_ V S"e 4 �f'ir t '�� tioNAIN f' V\c t \-e •Pr -()v • 0, is ihvce, 1,v, . SufpL s vn ree fOIA 1 L` 's ; .. ; ; y . '1* 4 ti Inspector: ...V....J..1...0 eVa./vtir, Date: ;y n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid "'"` `' ' ,3 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . i,, . / f m . Receipt No: Date: ,,, „,t,,, ... „,,..,,,),.. t. : S . , ,, . ... ,.• ._ n.. ,. 1 1 ” AvPv y.`_ Digt'JrYl'i` k4 - ° abiL5 ;#41,� t ".,. Gw��i'v.ct7w:�J — . .- -- , ".: - . ) - ,....... , , •), • Z < • , z u, re . 6 5 , . . _J C.) 00 4 • CO C •) Allik -- 0'.0 - INSPECTION RECORD • w ui Lu x , Retain a copy with permit O.'MI co i , I INSPECTION NO. PERMIT NO. . L u 0 , - - _ — _r r _ . _ , z • • H Z � w ,.y. .�T�,_ ^, - T� -ter. •, V O . u) w w= .4 ‘:) INSPECTION RECORD b • � Q _ —J 1.— U) w Retain a copy with permit O i INSPECTION NO. I PERMIT NO. 2 . . ) Z Z 1 • ` . `. 1 J U 0. cow ,. K ' 1 r �� CO O :; , • ' INSPECT RECOR �d .. _ ogo Retain a copy with per 't 1 , H , INSPECTION NO 6 PERMIT NO. u- CITY OF TUKWILA BUILDING DIVISION 4 _ fc U . P qe- €. 2 . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)4 g .4-; Project: Type of Ir�specti W Project: -~'h am-.. = W Address: t , tJ� �..L� n / Date called: / /� / a _ Z '^; I s j f ` (4 ? : ' S I instructions: Date wanted:( � _ /)o/o Re �.. ` beit v o ( ) /3 J5gj W W -- , • Approved per applicable codes. Corrections required prior to approval. I— H r: CO. MENTS Z K . tit .:• tU 0 N U,,, ), ) A1�r . � flr k 5 �� + j I 1� o • \ 4 (A Z Av�ei _�', lr�'� v r U`i c, ()v\ 1(?Y 1j1) 14 S ' a Sw I k)a k ( , oL)4L u,)P Si- e i ' ` 3. - Rc'>Si -} t ki rn tAv\4 ( 't0 r s-a <, - -r) Owls ,. LI, env" 1.Q4-e bd (i * -�.imi s St 4 4, S•2 0 I- -t, c), k -F- in C•; fro 4t' i i{ Q4 µ . 4 f r ,i:, i ' .� i q e ' a Inspector: 1 UUC_X A- - Date: ( f)...22 0— v 7 R.,4,: . ,. z ,,,, trit $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid , > . '4 !! �; ; , , s r at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. � ; = t Receipt No: Date: - ► ' ,.,,,, Y , r ; • ,',,,, 0-,,,,4- Gib , ( 'i`. .. 's , w .t , ,.r: "., ....WO i ∎P W . ' lbf. "60i `.,,:''i" S e4§ !i!`,..U,Pkn{ , 1 • Z Q• = Z F- W _ . QQ J 0 0 0 1,. , W0 INSPECTION RECORD 1 -��? ,9 ? NM cn u. co w Retain a copy with permit'.' W 0 4 INSPECTION NO. ' ` PERMIT NO." 2 CITY OF TUKWILA BUILDING DIVISION •* ;; g 5 u. Q 6300 Southcenter Blvd #100, Tukwila, WA 9818. (206)431-3670 D 1 Project: / Type of I spection: // i "±" W i / }� l�L. e ' .iT .c': /GJG "Gz r 1 ' / r. ,.r = ' Z I Address: ' C Date called :. - " =` 4 e / , - %• /( c-; . " ,—/-.7 ', .'/17.-6Y s' - I— O W W Special instructions: Date wanted: '. a:m :: ...„ 2 > Requester o- 0 N PhoF e: " = U i . Approved per applicable codes. El Corrections: required prior to approval. :;)4 LL N I Z V COMMENTS: :' ' ^ H 1, 0 . z I t. ,'.rf2 ?r,,:nz,,, .. ) :', 1 , , )..pe,,,,cwr,d, Inspecto ° ` 4 Da ,�,;: f C — / 2_ 0 :�._ � � • '' $47,1 REINSPE F REQUIRED. P r i or o inspection, fee must be paid ,, ,, 1' 1 at 6300 Southcenter Blvd., ite 100. Call t ch edule reinspection. ' { Reegipt No: 7 Date: �'" ; , ‘ M", ^ �Y, n', , t. t " Y, : iWdd:.Rk al ' k4 V . ." 1.41 .1�u:t' 1p:�i� ,t'�44P'i'} j�° Oat! ■ ti . r . .. " - -.. t, - ' :a .. "1y. � '`t• K ..viYAS: ^ . .i RI 4 ! + Z HZ .. ' 2 4.A - F. V N Q INSPECTION RECORD 7 � �^ -I U) III H - ,, :; ... , �" �' Retain a copy with permit /� � ° � 0 N • v , .•• INSPECTION NO. / PERMIT NO. .- `'`. CITY OF TUKWILA BUILDING DIVISION •• Y W" 2 J ' - 6300 Southcenter Blvd #100, Tukwila, WA 98188 (206)431 -3670 u. < �.; N d { , roje t , Type of Insp ctio ( 7)'7 � W tin " - SirteC7 f'1? " (,'1.<r7(J1 I- /C?h Ii /S I = - = 2 : 4 s " �� D // !7 Z 1-.. rr 4 Sp instructions: Dae w ted a.m. W W ; Q Requester: U 36, ;`7) (.= / N 0 H :. Pho e: — " v ' i: '.i.,- Approved per applicable codes. 0 Corrections required prior to approval. p ti Z •'4: COMMENTS:.. . LU CO — 1 } . Z C } •' .- . , ; i ■ ' ' " Ari 14 0 , r7! �{ry , i :{'•3.' 'K i t R Insp • tor. Date: ` [ /jam /� � f y am • r' 1 1� /\�! K' I " + — ` . , : Y: . ;.{ jet 'r;' • 7.00 REINSPECTION'FEE EQUIRED. P o i nspection, fee must be paid ''`� }; t 6300 Southcenter Blvd., S ite 100. Call to s hedule reinspection. 'uspni eceipt No Date: •.' r. ` , "� ', ,i,,,. „. • 2 104 ,3 ....«' = _ t.• .:.,. .. • .... '- _.:::,._ r . • _ : :. S ' r , ,' a ,•A•hl., , MiA-AvA"'` . z iI•■• W re 'i„ 0O 0 r . ,.. in CI 1 and ' INSPECTION RECORD T i Pg090 ui i Retain a copy with permit , N u.. INSPECTION NO. , / / PERMIT NO. \ uj O I CITY OF TUKWILA BUILDING DIVISION , + 6 . � FFF ?- _ I 6300 Southcenter Blvd, #100, Tukwila, WA 98188. (206)431-3 70 u. j 6 CO Project• ' Type of pect ,: -.- r = a !. • t t- ri71 )(-) - 114 4 .4rlcI/' ?e I- _ A r s: /� v 54 Date called: j Z ? t— 4 S. / im 4 /O zo Special instructions: Date wanted: ` 1. w W 1 ` ik (4 Z P.m. ? 0 1 Requester: , 1 U t F'10.,u,.t Gtit1 y &1n 1 l J O w. Phone: l / 01 " 0 H �7 •�t7C� = V I— F- Approved per applicable codes. n Corrections required prior to approval. t! p Z ` 1 COMMENTS: U CO ~ H Z \ . -1: `` 1 l , 1 p t l t • ( , , . . : am. lob' E ; .. '' S • S. : ct • Dates ',. �..4 0 $47.00 REINSPECTIO FEE REQUI r ior to inspection, fee must be paid 1•.!:4;,; ,,.t at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. 'i• ' r Receipt No: Date: t r ' :, y ' 17 •w, .•n: yt: ri•. 9,: t rai:B: Hat. 4tr i- a,w:k^i4'V ,..,` ,. i: i;: az..? ti:. rrs 4 h`' r,g.Lr + +,• ^.:,[,„,.„4, a 1•'� � '. .. .. . .' ... m . rtt�t a% �n' AL`.' r, �FJ, 4�t° �;: i'l a ristti' u& istv"`' u 5 : �i 1� i ' t: 1 >.v ` 1 _ .. - . . . . , — . , , . . . . : — ---,,,, C.2.3-1NF11:7 TRENCHES AND DRYWELCs *- . ._ .,._,.: FIGURE C.2.D TYPICAL DRYWELL INFILTRATION SYSTEM ,.. _ / / Roof Downspout . . House ' Catch Basin z < • ----/ (Yard Drain) . I-- Z // ///A: W Lli —01- . 2 Roof flow 3/4"..***■...%„%......%.,........%..... 6 D 0 0 Downspout u) LU DRY WELL 48 Inch Diameter Hole Filled with 2 . . PLAN VIEW ilk- 3" Washed . Drain Rock u- < NTS , 1 : , 1 10 I- 1. . . • - \ \V \ z I ._ . ;• .\) Cr • V I- o• , . ... . •,0 , .. , z 1- , 0 , „ 1) • 1, LU uj • 0 \\, ,i\v• n 0 k., v . o . I ( 7—Roof Downspout • 1 , House z—Overflow 7 Mark Center of Hole LU with 1" Capped PVC LLI I I— , or Other means u_ I" , v — 0 • , • 1 Block Topsoil Flush with Surface . Z / 1/1„ fji u) • • :. ... ; 1 +(hkIkUll\rmililik(trir , filip ' 6111N,1,)(111 i' , P: 1 '''. ::•.7'-:-.:: :.:'-:....,......• .-, 0 F r7j, ' --0- ... ,c2. 6 flow ‘)15?5,-)Pd'ALIPS-g'otp<c . tc-Pj:20(43 Li — Min. 4" dia. •F Fine Mesh Screen - r .4 ---. •-■ c:t— \ . R; ,...- :. n„ ; . .... 4 . 3 i (. ' cr,.... • . \- Small Site Drainage Requirements 9/1/98 C-15 .. , OUR „ 4 . . • - - i • - -cr 4 y , . _ C.2.3 —INI RATION TRENCHES AND DRYWELLS r `' FIGURE C.2.B TYPICAL DOWNSPOUT INFILTRATION SYSTEM I roof drain z ... .. Q 4" rigid or 6" flexible z Z t w perforated pipe o: 2 .„ .. - _j U 9 U O -----1 J co - ies w q 7 SECTION A . : ': NTS � 4 . ; `•; S mall Site Drainage Requirements 9/1/98 y y e ' f' 4'lS4c . w w aw r.. MM• rtkn +me.aenuFmYlaarmmyv+Mru+<.. N... wn ,x,nw.:.w- xnm..... .,a ... ... ... ..... ... .. .. .. .. .. ..... .. -.. .a.......,. ..0 xnifY4 Y.V.R(W Wl''i16 t , .. - - -- -,' ,- ■ I • No footings of structures (includkw other No structures. roadways, or parking lots in this area. rockeries • . . #'s . • ,.j. Min. •16 2(or flatter ��' if ,••• .., ■ •• -- — • "�-" Free- draining backfill; min.12" Z �-- r / wide layer of 2' -4' quarry W 4' Max. Haight • . - . 2 / •palls adjacent to rockery. , %'I, / Stable cut ices in native material material U O — � .r . • % / 1 CO CI ..-. . . _. / /` /-r. CO _. .� 1' diameter washed gravel: Ill I — . . — 4/4 / min. t!' cover over pipe; % 4 . min. 2" gravel under pipe, 12" wide. W W • 1 Min. 4" o : , a ?9.4- . 2 connect catch at n. "' ~ NiAN / ∎ % /`/ mirk. 6 * continuous NC, DR pipe /M.5WD 27e 3034: U = to ditch daylight Outlet Piper filter fabric(Mlirofi or equiv.) = C'! I-- al Undisturbed soil Z I H I- O W -- W 2 D . • -.,,Alftlik D 0 0 I- Place pips between rocks W Hi 2'0 Standard Steel Pipe to avoid weight. I Rolling with Welded Joints ( U I — Hot -Dip Galvanized. Astma 3. W I-- Ornamental Iron Handrail 12' VIEW FACING ROCKERY — Z may also be permitted M1Q UM 1T_ PIRF with City Engineer Approval. ' U co 10' post to post *pacing with app fit expansion 12' I— 1- joints. 4 0 Z Non -Shrink Grout - I NO'SE'S; 4" Diem Galy Steel Sheave \ 17' , { 2X 1. Rock shall be sound and have minimum 1 t1 density of 160 pounds per cubic foot i . 2 The long dimension of on rocks shall be s' .� :: � •,• , placed perpendicular to the wall. Each . ,. _ t rock should bear on two rocks in the tier below. . ' 3, Rockeries are erosion- control structures, r' ur.. not retaining walls. Native material must be stable and free - standing in cut face. 4. Improved walking surfaces above and adjacent to rockeries over 30' in height SEE ABOVE FOR ROCKERY DETAILS U8C shall b+ protested by a rail conforming to • 5. Base ruck is 2 -man minimum. r ' (2 man rock •■ 200 -700 lb la' -26") { 1a k , i 5. Shop drawing for all roiling must be city approved s a ;H . o ,;. prior to fabrication. 6 ' r „,,,,, ,,,,„,„,,,,, 40 �, ROCKERY do SIDEWALK ice`: .. .. ° %,- C o Tu w' sA'E'rY RAIL mit la ac.t.v 4 0 . .4 °~ DATE: 11/15/96 RS-5 rr(( 'a' ' °f' ao R. 4— . X ::, . : .,.;x'13 ... .,. i.o- :: «,.:,.w ......avxwrrtur.� «.... Mi4:' wpt l.4r6..M .� aa.' rmv.: ,,............ >,.�..•....,.,.. _ ....... , .. ... .. _..., . ... _,..W ,. ,., . .... . 7 ._ - -- - �•,c- ._ --w TSE PROJECT: JOB #: � /// Architecture • Engineering • Planning BY: 44..€.1___!-- 12810 N.E. 178th Street, Suite 101 j Woodinville, WA 98072 • (425) 481 -6601 DATE: 0 0 /i/� I 01 Job Name: Halfon Construction Site Address: 4403 So 160 Th Tukwila Wa w (4? w2 G Ju City of Tukwila CITY Of TUKWILA 6 n ■ ��` APPROVED o o Plans By: Crane Design w i MAY - 8 21102 Plan Number /Job ID: #070301 • PS OTED u) u_ . LL , o i ' ! Di t 2 . Design Specifications: 1997 UBC g 5 Wind velocity: . 80 mph N Wind Exposure: B = a UBC Wind Design Method: 1 Z H Snow Loading: 25 psf I— o Seismic Zone: 3 RECEIVED z f- 1, R 5.5 CITY OF TUKWILA • % of Snow Incl. w/ Seismic: 0 APR 1 0 v a Soil Type: SD 2002 0 L I UBC Seismic Design Method: Static Force PERMIT W CENTER = W I U Building Design Parameters: z Roof DL: 17 psf Cu Floor DL: 10 psf F 1 Wall DL: 10 psf z Levels: 2 Level Names: UPPER . ; . p0 � !, MAIN • . ; ' �� • STRUCTURAL ENGINEERING ADDITIONAL 1 REQUIREMENTS OR CHANGES TO PLANS .# ARE AS SHOWN ON SHEETS ZO 19969 , THROUGH 2.5 OF THESE CALCULATIONS 1 ' o, P � w WITH NOTES, SCHEDULES & DETAILS �foNAi.. , /4 PER DXAWING No.TSE -1 THROUGH TSE- • I EXPIRES 08/20 p2 . . :! R ), t i ENGINEER'S SEAL IS FOR LATERAL LOAD . .;�44 •, . y DESIGN DUE TO SEISMIC AND WIND FORCES t ' ; '- . � ? F ONLY GRAVITY LOAD DESIGN IS THE , A : � _� RESPONSIBILITY OF THE BUILDING DESIGN '; 41. EXCEPTIONS: HE+x,t 4T 642RG � V 7.72.00h 7'rts lc 5 .� _: : . y . s- y . ,f .. "Z©2 -DID °,. • 4 r. Nll�,. !nxvzwr,WF+k'MsSHk`tfXJ+"tbt sk t..' . ,y .. tnsrs+ft+w.e ... ._ .n ..... ........ .. .,,.. .. ... . ,, . ... . , ... k ?u'?M?•^.a'rNm: +as. , Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: elevations wind areas grips TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 3 I C, I SACK PVt GAS FAMILY ROOM DINING ROOM floor plan 7 - - r , - - . <i — • �� 7$' j f: PROJECT: JOB #: ( I ' Architecture • Engineering • Planning BY: I CI Cn-- i 12810 N.E. 178th Street, Suite 101 L Woodinville, WA 98072 • (425) 481 -6601 DATE: ___0_21W.0_1 TRANSVERSE WIND ANALYSIS Plan Number /Job ID FRONT ELEVATION #070301 z Grid: 1 2 3 4 5 6 7 8 '- Z „ c4 QQ w E JU 00 co 0 Wall Ht. 8 ft. w = I.- Wall Ht. 10 ft. . w O . 2?" ft. � <a a Width 41 ft. F'" _ X 40 ft. ? F" 1 Z LEVEL: UPPER w uj Roof 1 v c Ridge /Gable Ht 8.5 ft. O - , • I OH left 1 ft. w ~ OH right 1 ft. = v i � O Area left sq.ft. H t= Area right sq.ft. z tii N V left 3113 0 0 0 0 0 0 lbs. 1 - - � : I V right 3113 0 0 0 0 0 0 lbs. z LEVEL: MAIN • Roof . Ridge /Gable Ht ft. ‘. OH left ft. OH right ft. Area left • sq.ft. Area right sq.ft. • ■ V left 5490 0 0 0 0 0 0 lbs. V right 5490 0 0 0 0 0 0 lbs. i. . { Y. + , -* f� ' 'ii ■ y e , S ikt4 4, •.t r,fi'yl 4 3 '1 0g4;i6 ,"�yam�((� + , f:E' Q .r:. ' +x t. 2 #d?YtdEQr }[fliq✓fyrFy +,.w.. ., .. r... .... ........... r. •.ft•!; :tery u,Y'1rYt+.<f<!r?5, 1 7 - - - .- - �r_ i- • t Ridge /Gable Ht ft. d OH front ft. OH back ft. Area front 33 sq.ft. Area back sq.ft. V front 4889 1367 0 0 0 0 0 lbs. V back 1070 3834 0 0 0 0 0 lbs. ' r ! + 0 I:: it;:111:::*:1 c T 21 ...4414'1 •:.'' .'; " ^. s i +. `, *'.:.'.uii:+i.kwu'o :'. JAh'/ e3b5cy+ 11f? �1.^; Yiff` FY'. Yl q• 1VtP ,n`les'h:!N:raimR.m.+rt >,.... .. _ , .. ..., . / . s. 4 _ TsE PROJECT:. JOB #: Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 A (425) 481-6601 DATE: 0(((0( TRANSVERSE 6 TRANSVERSE SEISMIC ANALYSIS BASE SHEAR DISTRIBUTED Plan Number/Job ID PLAN VIEW #070301 z H s 1 l' t _ . - La 1 ce 2 G I , _J c_) i 00 co 0 u) (LI F 11.1 i IL i 0 E 2 4 0 2, F ... D ui _ ' • I z 1.- 1 . 1-. 0 1 C z i-- 1 LLI uj 1 R 4214 lbs. • 2 D n o I • F 6070 lbs. 0 , u) , ..., — B 01- • R 3516 lbs. w3 • F 5158 lbs. i 0 i-- ;— A L 0 Z Grid: 1 2 3 4 5 6 7 8 iii w c.) LONGITUDINAL SEISMIC ANALYSIS t= I o 1- H _ Z . . . G G. F — - —. . E 0 __ _ . _ i I . 1:4, i t l iq : C ,_ ..... .,,,,, 2 3865 lbs. la 5346 lbs. rlit B 2 _ . , _ ' lbs I „',,2411ht, Transv.Walls 2 3065 4222 lbs. A 2 ....., , ...._,.......,,*_,...,.... . .....*--.—......--*......---.........---, ,'., Grid: 1 2 3 45 .....—...... 7 8 Long Walls Ath If , ' ""`—witrestx4:11=exi— 7 - - i t — 7S1E PROJECT: JOB #: . Architecture • Engineering • Planning BY K2r Oi— 1 Woodinville, WA 98072 • (4 5) 6601 DATE: 06//49/0/ O/ 7 Plan Number /Job ID SEISMIC DESIGN FORCES #070301 z ,I. z TRANSVERSE Q: � GRID LEVEL Lsw Eh r E E/1.4 i J U . 4 UO . (ft.) (lbs.) (lbs.) (lbs.) , u co 0 WI 1 UPPER 36 3865 0.1389 3865 2761 N MAIN 34 5614 0.1471 5614 4010 W O . 2 UPPER 38 3865 0.1316 3865 2761 '- MAIN 40 5614 0.1250 5614 4010 = a I_ W ?~ I, O Z I-- al 2 D . D O C.) OU W W . . _ H V ;. U. 0 en; U - O 1-- O i z • . r (max) = 0.1471 , f , : ` % ' rr9 AB = 1802 sq.ft. r u . t � , s, -ii 4 . ry ' 2 - 20 / r(max) *SQRT(AB) = -1.204 .s t , 4 . Rho = 1.000 ` ' ` 1: ' 413 '';'1;:l' ,..,,,,Ko,n. F+�.::!i S �s , „.,..„,„. ;.� r �.�, , :. <.'J:1„ .. . •_. , c ... ,, �. » r ,:� �..,.... aiS:aitL:�:rdn..c,:::.;:�tis:dtu - . tue.: ar•«..,..,w,.,.•,...._. _.. .._. ... ._ .._ .... ...... `�iillliM - - .- -•_� i• ..0 / ■ �---.. T SL :: - PROJECT: JOB #: I Architecture • Engineering • Planning BY: r C71 '' 12810 N.E. 178th Street, Suite 101 a NM Woodinville, WA 98072 • (425) 481 -6601 DATE: 6 U / 8 Plan Number /Job ID SEISMIC DESIGN FORCES #070301 Z i. 1 LONGITUDINAL w w I 6 D s G RID LEVEL Lsw Eh r E E/1.4 J v (ft.) (lbs.) (lbs.) (lbs.) co o WI J A UPPER 18 3265 0.2617 3265 2332 u_ MAIN 19 3844 0.2114 3844 2745 , w J • B UPPER 0 co D MAIN 14 1319 0.0985 1319 942 d w C UPPER 27 3665 0.1959 3665 2618 z O ff . , MAIN 14.75 4406 0.3122 4406 3147 w uj D p U O 5. , o f- w i I- LL O Z w N P. H O F- : Z ' i r ' ' i . t i • ( ' r (max) = 0.3122 AB = 1802 sq.ft.x 2 - 20 / r(max)*SQRT(AB) = 0.491 .,,, z Rho = 1.000 Al fi,„:11 ryrw.fryNiRi!11/F/11R ! 4rt` :�afVIfF1'lMx'uxww...w..».uu... wn...n . ., .^.:•••••,•^'e•••T•w, ..Keu.wr..rw, Hour.+•. sn, •..% nm,. x. M:': rw, afwV'. 4 tt.•+t7{.`U,1.'fw;M"+SMC,SMt! •[, . - i , S • 1 ,,,4 - ...."� i T - PROJECT: JOB #: ` Architecture • Engineering • Planning BY: Yj2/ - 12810 N.E. 178th Street, Suite 101 �e 1 // ( a / (� Woodinville, WA 98072 • (425) 481.6601 DATE: J�:L� q TRANSVERSE SHEARWALLS Plan Number /Job ID #0703 )1 Grid 1 Grid: A B C D E F G H Z Level: UPPER Lsw 18 18 ft. it v wind 86 86 plf 6 3 v seismic 77 77 plf v p USE: SW1 SW1 . co W R wind 692 692 lbs w = R seismic 613 613 lbs N I Roof Trib. 2 2 ft. W O Roof DL 612 612 lbs 2 Wall DL 1440 1440 lbs g5 • Uplift wind 0 0 lbs u- Uplift seismic 0 0 lbs = a USE F- _ iC SW OPENING - SEE SHT. /0 z 1— Level: MAIN 4 z 0 Lsw 34 ft. w W v wind 161 plf D o v seismic 118 plf p - . USE: SW1 o I R wind 2347 lbs = v R seismic 1829 lbs t"' Roof Trib. ft. LI z Roof DL 0 lbs w N Wall DL 3400 lbs H H Floor Trib. 1 ft. z Floor DL 340 lbs Uplift wind 0 lbs Uplift seismic 0 lbs USE: t Anchor Bolts ABO • Note: SWx (Shearwalls), Tx (Floor Ties), Hx (Holdowns) and ABx (Anchor Bolts) are scheduled per sheet TSE -1 except ABO V =1/2 inch 'diameter anchor bolt at 48" o.c. w/ 2x sill plate which is typical unless noted otherwise. . t,'.. : ' • ' i t '�'s' ■ 5 V Yi d ; 4 , pp . .: _ • %47044 d atpl.). . , . ^ ,a ,. a. ,,. .,. SFa,w 5 a421 mUr.YnkU¢4iN 4MA4A1LKA .. yWp�SiETN aVM nMW w.an .n ev. wa o. R +4's•;lvy, ,r• %iMtCY JRLy , / - w_. , i TsE PROJECT: JOB #: 1 411111111111111• 4 UU Architecture • Engineering • Planning BY: R R' /cTL- 12810 N.E. 178th Street, Suite 101 ; Woodinville, WA 98072 • (425) 481 -6601 DATE: ° $,1 1 /Q 1 10 REINFORCEMENT AT OPENINGS IN TRANSVERSE SHEARWALLS Plan Number /Job ID #0703 )1 z i T1f 2 / X Opening X2 6 re 5 _i o T1 -i2 No I co I H i U) 1' Lsw p Grid 1 Grid: A B C D E F G H g 5 j Level: UPPER u- co �-- _ 1 Zo W W jO . U O = . 1, o �- . ' W W F". '"' 11 0 ►ii z Level: MAIN c.) Opening 4 ft. 0 f Lsw 34 ft. z V (max) 161 plf : v (xi) = v (x2) 183 plf Grid Opening = 4 ft. v (x) = 183 plf USE: l B -C X1 = 16.5 ft. T1 = 355 lbs. LSTA21 . X2 = 12.5 ft. T2 = 269 lbs. LSTA21 ' 1 f i 6 4 0 Q , i u t yl;"�`�w ti iii. ': ii, !ifi5 PIA ... ,.. , ;,ee -.nM v:,.;:n a.r . .. . . .........,....,.,_..� ..... ... .....,,.,., , „..„..., wraneo.sca,, w=r ,..,,,,,7fwti�',vorot vailmw ..L.> f:. ..,.:;^.,..,: ,s...r.x - parr:. ...,.rw• ..... .. ... .. . _. .. , . �r F ■ T 11 • ( ANIMINI TsE PROJECT: JOB #: 31 1 Architecture • Engineering • Planning BY: IK 01 -- 12810 N.E. 178th Street, Suite 101 1 Woodinville, WA 98072 • (425) 481 -6601 DATE: °2/16/01 f z REINFORCEMENT AT OPENINGS IN TRANSVERSE SHEARWALLS Plan Number /Job ID #0703 )1 z F— ,�z T1 — 12 X1 Opening X2 D � o . T1 � — 12 00 W I I 1- 1 1' Lsw U) u_ w 0 2 I j Grid 2 Grid: A B C D E F G H 5 . Level: UPPER U- < ft. = a ft. I- _ plf ?t— plf 1.O • Z H W { 2 ? , D 0 U O — O I— { =v LL ~ O ' 1 Z Level: MAIN v Opening 4 ft. i Lsw 24 ft. Z v (max) 137 plf v (xi) = v (X2) 165 plf . Grid Opening = 4 ft. v (x) = 165 plf USE: ` ' A -B X1 = 11.5 ft. T1 = 316 lbs. LSTA21 X2 = 8.5 ft. T2 = 233 lbs. LSTA21 ?=M414,,,,, I . , 1' 7'._ 1 S" y. aea °[ '.t+ S sr i . 1 ? l*, WI — ',, , 4i ' s , S k •": i' k:::.:' .'.7J+::it..:,.�iur:i;aU.,,..w w .;,rau .•• warmna...anHr.weeMnfKSrMiYFM - �..y' abdL:f.: .. •. we.,.�..w.....« .............. ....., .,...,.. ,......,, rrn.. .+».snw+rn:rros'r..rrwo�•n, env: c, r...:.... n.;, �s, raNU,' w�Y.[iD.�'th:.far , i - . , ._ r . 4, . -. 1 4 - PR OJECT: JOB #: 31411 T.$ Y Architecture • Engineering • Planning BY: O f crt I 12810 N.E. 178th Street, Suite 101 )2 Woodinville, WA 98072 • (425) 481 -6601 DATE: O /flofO( / J LONGITUDINAL SHEARWALLS �/ Plan Number /Job D OPENING REINF. - SEE SHT. 1 / #0703 )1 1 Grid A Grid: 1 / 2 3 4 5 6 7 8 Q . Level: UPPER 7.5 Lsw 12 2.5 3.5 ft. 1- w ' v wind 188 188 plf v v seismic 130 130 plf U O USE: SW4 SW1 , cn o R wind 1504 1541 lbs w = R seismic 1037 1106 lbs -J Roof Trib. 2 2 ft. . , w O Roof DL 408 85 lbs g Wall DL 960 200 lbs g 5 Uplift wind 820 1399 lbs u.. < Uplift seismic 421 978 lbs = a USE: T1 (2)T1 H w W OPENING REINF. - SEE SHT. 19 ? t Level: MAIN 10 z i- Lsw 15 4 ft. g v wind 257 257 plf D p v seismic 144 1 4 plf U u) USE: SW6 LATERAL RESTRAINT PANEL - SEE SHT. 5 o I-- . R wind 3998 lbs = v' R seismic 2427 lbs ~ i-- Roof Trib. ft. _ z Roof DL 0 lbs w z Wall DL 1500 lbs H = Floor Trib. 6 ft. O F"' Floor DL 900 lbs z Uplift wind 2114 lbs Uplift seismic 731 lbs USE: H2 Anchor Bolts AB1 i 1 : t:? Vi ' . Fri , : ,4 ,4,,. „,,_ g' : S - toed k :G'' 4: '„tz. . . -,' , j ... 7 - ■ • -..yr t - ••ti "^•. AMIN PROJECT: JOB #: 3Y • TsL: Architecture • Engineering • Planning BY: K i 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481-6601 DATE: 04/6/0/ i/ it/ AT OPENINGS IN LONGITUDINAL SHEARWALLS Plan Number /Job D #070301 z T1<- 2 1- w X1 Opening X2 D ' T1 — f � 2 V O j co o WI J F- Lsw 03 co 0 W Grid A Grid: 1 2 3 4 5 6 7 8 Level: UPPER u. j Opening 7.5 ft. co d w Lsw 12 ft. = W H V (max) 188 plf z H v (xi) = v (x2) 501 pif Z O } Grid Opening = 7.5 ft. v (x) = 501 plf USE: ? o 1 -2 X1 = 2.25 ft. T1 = 705 lbs. C5/0 1 X2 = 2.25 ft. T2 = 705 lbs. GS ( :0 2- , 0 I-- I— L I Z Level: MAIN v co Opening 10 ft. j Lsw 15 ft. 0 z v (max) 257 plf v (x1) = v (X2) 772 plf . Grid Opening = 10 ft. v (x) = 772 plf USE: ' , 1 1 -2 X1 = 2.25 ft. T1 = 1158 lbs. c..5 ri X2= 2.25 ft. T2= 1158 lbs. t'5 _. . ,.(:.; .: ::. •v f'S'.PSl. "s : : . t . 39•.7 J ......c.,u�.a�, .. ... .. ., - - _'= .fr"L<.AHrttri.e...... ......... .... ., .. ,...... ....... w.... ...n......... «...vN.r.r.r.aa •ns.'c'•3a+.!u rHi4 +3`q +:i'dt4tS.J+J'+N:ki'$9 1 �/- '�. ^, • ■ PROJECT: JOB #: 3*/ TAE Architecture • Engineering • Planning LRP -1 BY: /42 /CIL, 12810 N.E. 178th Street, Suite 101 l Woodinville, WA 98072 • (425) 481 -6601 DATE: d o G 11 goi /5 LATERAL RESTRAINT PANEL w . •, , z i Z Q M1 M C/L M2 re ( 00 H NO u) Li! z J I— : I 4 Z1 I I Z2 t to w . . X W1 ,r L k W2 {- w i Z (WIND) Z (SEISMIC) W (DL) w (LL) LL (SEISMIC) W (SL) SL (SEISMIC) w I 1028 575 180 0 0 112 0 to d 1 lbs. lbs. pif pif % pif % H w I i z~ H L W1 W2 I— 0 9 16 22.5 22.5 w ~ w ft. ft. in. in. ? o U WIND SEISMIC WIND SEISMIC 0 co ' ' Di-- . 1 Z1 = 514 288 lbs. Z2 = 514 288 lbs. w M1 = 4626 2588 ft.lbs. M2 = 4626 2588 ft.lbs. H 0 w0 M cii. 5760 0 3584 9344 ft.lbs. z (DL) (LL) (SL) (TOTAL) v to F- H I M1 (TOTALS) M2 (TOTALS) O Z ■ WIND 9661 ft.Ibs. WIND 9661 ft.Ibs. SEISMIC 6428 ft.Ibs. SEISMIC 6428 ft.Ibs. , . i CONTINUOUS HEADER DESIGN i. . Material Type /Specie Grade Fb (psi) Fb Fv (psi) CD (WIND) 1.6 Manuf.Lbr. GL 24f -v4 2400 1200 165 CD (SEISMIC) 1.33 . Timber CD (SNOW) 1.15 . Dimen.Lbr. Cr 1 CH 1 Properties: b d S • 3.125 12 75 USE 3 1/8" x 12" • in. in in ^3 GLULAM 24F -V4 fb Fb' fb / Fb' fv Fv' fv / Fv' , TJ 1 D + L + S (UBC 12 -12) 1495 2760 0.54 93 190 0.49 ` „ , 1 Y D + L + S/2 + W (UBC 12 -14) 1546 1920 0 99 264 0.37. p D + L + S + E/1.4 (UBC 12 -16) 1028 1596 0.64 71 219 0 . 32 f wti psi psi psi psi r a HOLDOWN DESIGN ,at , ' 'c. UPLIFT 1 = 1578 lbs. UPLIFT 2 = 1578 lbs. : n, a* s USE STHD10 (H2) v9.11.98 ', xf 7 - - --- - Sri - • —,, — PROJECT: JOB #: ✓ (`/ = TSE Architecture • Engineering • Planning BY: 1 I' < /CTL. 12810 N.E. 178th Street, Suite 101 1/„ V// Woodinville, WA 98072 • (425) 481 -6601 DATE: 0$ / /WO I LONGITUDINAL SHEARWALLS Plan Number /Job ID #0703 )1 Grid B Grid: 1 2 3 4 5 6 7 8 Z Level: UPPER Lsw ft ,t- w v wind plf v v seismic plf v O USE: co o R wind lbs w = R seismic lbs J (- Roof Trib. ft. co O k Roof DL lbs 2 WaII DL Ibs J Uplift wind lbs Uplift seismic lbs = c USE: w • Z l` i Level: MAIN z 0 0 Lsw 14 ft. I Lu v v wind 174 plf D p v seismic 67 plf O co USE: SW1 0 E— R wind 1740 lbs W W R seismic 673 lbs � Roof Trib. ft. O Roof DL 0 Ibs ui N Wall DL 1400 lbs rz _ . Floor Trib. 11 ft. z H Floor DL 1540 lbs Uplift wind 270 lbs , Uplift seismic 0 lbs • USE: HI 1 Anchor Bolts ABO • 1 E .t ^t` S 1 ah • lI.a'4 �P v,1F `.:,;('5:.:., ;.......:.:. •.,::::,. 45aJs..i,ldbwl4 Kf�1SYa'IS?.AHMYR,e.t .. ....... v ...•»,va.w.. r...r.,. . ..r .o .� �+..,. ,. ' , :n, la; 1 + - - - - - - -- - - • LL" Roof DL 0 lbs z Wall DL 675 lbs v Floor Trib. 8.5 ft. O I Floor DL 574 lbs z Uplift wind 528 lbs Uplift seismic 485 lbs . USE: H1 ' Anchor Bolts AB1 l ti 4 4 :: ' , i . _ ff4U ' }ry . • fi 1S . ..y i G M, It "dry �� 1 4 wt ) - ' ...., ' , . — --"( --- . , ..........,. . AIM= . 411111■ TsE PROJECT: JOB #: 3 yq i Architecture • Engineering • Planning BY: Y (2,/ CT1— 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 A (425) 481-6601 DATE: 0q//67/0/ / 0 3 CAR, 6:AR-617/- OPTI°0 Z , 1 IIJ. . cC 2 — —...---- -- 6 D ) "g • EI2 ia CAZ, CO C U) 111 / ........ 1;tha ;1:4171:?..t:M. — 7T PA. GE.- 0prll LU i -J F- ilm my7 mono" Naos. as, pis weak CD u_ 1p qi ALL 'Alp /111110 _ . uj 0 II ____ _____.: 2 ! - I a . -- IN ii__!E_Ei 11117 1 11 Id ,, . , ..., . = .'- II :. .. ., . I-- 0 FRO NY1 . z 1- W uj 2 D n 0 , o O D O 1- 1 V FRSE. El RE cTio 12F-51(A) IIJ u j I 0 I— u., — 0 147 6 R ID 4 2 7 1 1 A ILA SHE4eK /5 Lii u) , 0 . --, rE,Pacfp •ro Pi -0 / , 4-A)D -7i-t- 5 WE4f2_ 410/16 0 ,- z &R. to Z r■)e_.g_eli-se. s pct E. fo A-Dpo 8 woi Al6- 4a4 V w itj9 ::: 60 (06 2 . V sPsmic -:- 5231 4I " V 6 Q*(? It , - L/33 H5 sw3 v/ liz 64,. A4dioR_ ..., . ILI gOLTS € 0/,,,_ ( A.„ - , ..) ' VUt,:eto4 tA pt. 1 FT 7..- 4//(/ 5 ,, use- s7 (H) , Olt% r iv . .741. ..,.,...., AAR* we itwert,,, D , , . .. ......„.."............_.................,....,..........„„..A.,........„„,r....,,,,„,... „ ,.. , ..., -- — - - — ._r , - ' ;4 • M """\ • AMIN �/ ar i PROJECT: JOB #: 3 T Architecture • Engineering • Planning BY: K21Cit~. 12810 N.E. 178th Street, Suite 101 1 Woodinville, WA 98072 • (425) 481 -6601 DATE: / IKAIISVr65E 1 Gild 0 CUz 1 T I$JNE Z H Z RI6Hv W - 11 o r- CGRRA &c f CL B UO 1 1 {-Ic T Ttu. j.1i =4rz - rRIgur,2Y - 16 'Vie R16-1-jr 1411 of W W l C42 (L q -E._ 15 V'<Jl,tlp= 4 c . . w ��,; "�5.':'i� . "+F: �.. .�:���scti,::,.... >> ...5 ...- ....;r::E.aa . , ..., am?twq%MGfi.MiC4r.R` `+ 1»k. • MYa65.� t�.:". .l .... +rma h.,........,...._._...., ..n..n.+..a.++ ...,..,..h,. :nva: A...W.' Sew t`: ,,,,— ti -1 , --k .'1! ;lki=`3d `Y;+: , 1 • r `wa TSE PROJECT: JOB #: ( Architecture • • Engineering • • Planning LRP -1 BY: /(2/ cr..., 12810 N.E. 178th Street, Suite 101 il , Woodinville, WA 98072 • (425) 481 -6601 DATE: O Q / LATERAL RESTRAINT PANE_ 9 (� p w 6,R/6F; 341f z W M1 M ch. M2 ce i Jo H 0 0 rn cow J — 4 Z �-- co I— X W1 j L W2 I . uj O Z (WIND) Z (SEISMIC) W (DL) w (LL) LL (SEISMIC) W (SL) SL (SEISMIC) 545 320 222 0 0 312 0 co a • File: D 02 -0090 35mm Drawing #1 -6 f - i .., 4- . I • AMMO TS A Engineering A z QQ SZ tu Date Sent: 2/26/02 . O ? i v �, Name: Zack 0 1 , cft ' , (1) o , n cnw Total pages: 1 B c!? Al i , . �? J From: Terry Powell, P.E. w O n 19969 2 Subject: Framing option at back wall `i'o - f � , 9 .. r' ga: . Project No.: TSE # 3491 SS�a • • .. 3 /py- a ExTtRES-..08 /20/t2... F- w z COMMENTS: F— F- O Z F- i As an option, the cantilever at the upper back wall may be omitted by moving the lower walls g uj 2' -0" so that they line up with the upper walls. With this option detail J/TSE -1" shall be replaced n 0 Y l� P PPe t " P� P with detail "D/TSE -1." All other lateral design shall be per the original engineering documents � o co dated 8/16/01. w w ? I-- FI COPY z w z • U 1:: O h- RECEIVED Z ' CITY OF TUKWILA APR 1 0 2002 PERMIT CENTER i i . CAV t : :,) 1 �lR� t 1` - �� DjU "r3tQ�1 ' ° ? ° , ? Is wli...061 . �, y ^ ..i . u ° k elm 12810 N.E. 178th Street A Suite 101 Woodinville, WA. 98072 -8702 f " ; . ;� (/ � \ � 4251 481 -6601 A FAX (425 481 -6371 A tristate netos. '� com ,, 1 / l n 4 02 : . .._______ ,, :,...+: .+.Yaa....:.:.,...:.i:_w . l :.:......:.:.. �.:._...� .. ..u.... -. ... r.e+.�. ... wrur v..,..... .. .. ..... ..v........ »........ «.«.... .. v :........ ,.,... .. .... .. rsf!.+ylYn*, �'ftigL ... i ♦ , =~ �1.u� w CITY OF TUKWILA c '� • R z % Permit Center H.1 5 4 `A �,'1r v 6300 Southcenter Boulevard, Suite 100, % e $ Tukwila WA 9 X '- -" it ' 98188 ACTIVITY *: Telephone: (206) 431 -3670 1 CITY Of TUKWILA WASHINGTON STATE ENERGY CODE of`Ro ° RESIDENTIAL COMPLIANCE FORM MAY - 8 2002 PRESCRIPTIVE APPROACH iiii. iivlco ~ w rX • 1. HEAT SOURCE: ‘,4.r (gas, oil, propane, heat pump, elec 1 i `� �t4' O 6 o 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and N W calculate the glazing area as % of the conditioned floor area. _ 1- 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark . w 0 option at top of column. (See back of this sheet) 2 WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE ALE COPY u_ a N 3 NO MANUFACTURER FRAME MATERIAL MODEL # SIZE _ U-VALUE AREA $F. ( I- _ • '3 S 4) .*1 .ti / 7T' v/ v YG .*'e- r� ° 1 c 6, $'o �/2 I 1-- O �� z I- y i � "- ° 6 - o i'2 w w 0o I s•G -1- 3 °d8 (-- :� � 2 , t s�.� S °s ° u _. = W / , hxe ':• / ° �'° s LI o f ao 227,-4 _ 4 1= z 1 -\ \_________ 7 _ I- 1e-2.. 1 ..... ? - ) .5 -4 o G , s D- - , l ,�-z.. /tee- _ S ` ° 3 r , i� . 4 t l .s"L i1?�C�C ... a q ° Z- r _a— ,Sink' 1 /7 v/I y2 g �� , ' L �,' d e'•,..57) i.0 mil- d 44 �-- 3 TOTAL GLAZING AREA 44 • (add entire column) 3 ›,3 ' Illy , TOTAL GLAZING AREA TOTAL CONDITIONED PROPOSED GLAZING :, : :' ;; • , FLOOR AREA PERCENTAGE t ,,�-, ,.:, , . 3 ,3 3,s S.F. s .27 471 ? S.F. x 100 = /. / Z a / .0 _._. tgr f: > The proposed glazing percentage must be less than or equal to the glazing percentage listed under the,, ;.; :: prescriptive option that is selected. RECei'iE_o f ' { ' ITY 0 I, JVI "n, , r' 4110 1114111111. , APR 0 ZOOZ _....;:� 1 . Residential Energy Code Form H15 9/10/01 PERMIT CENTER O i s s:. _ et 0 3 ra' } ,, ; ^.. ,,; . s. .u;wxe; er•� .r +. �• +. ,r.o. ... „ .. .. ,.. .,... ..... .. .... +�.u� . .�i F.x}y! iS. ,ate: ,•,.z x.....,N .) ... .dvic� -3a:' -'r , ,.,x . ..::d�'." , . :., . .. ......, .. .. ■ . .. - P.4-6 6-.- - . _.... o . cinf o TUKWILA 1.,: :::::: ; : , ‘z ,,, :::: . Permit Center H•mi 6300 Southcenter Boulevard, Suite 100, x • e Tukwila, WA 98188 tsos �crnRV tip: Telephone: (206) 431-3670 WASHINGTON STATE ENERGY CODE Z RESIDENTIAL COMPLIANCE FORM . < W PRESCRIPTIVE APPROACH re 2 _Io 1, HEAT SOURCE: c o _(gas, oil, propane, heat pump, electric) c o o u) Li1 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and wx calculate the glazing area as % of the conditioned floor area. u) o 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose, Mark 2 option at top of column. (See back of this sheet) a.Q • WINDOWIGHEPULE GLAZING /SKYLIGHT$ BY T YPE s a �w NO MANUFACTURER FRAME MATERIAL MODEL M 7 SIZE U- VALUE AREA S.F. Z H • 3 1 . .i Al YL Fix & -j / ° ` D. S © 9 w o w Sca�i /77 ,fic,� YL ��'2: � a 6 Z 4/ v o O S . o� ww ---� I- 1 O I ._..._..�. _ • Z w . U r _ H I T. . O r • Z 1..,�.�.. , I TOTAL GLAZING AREA +4 (add entire column) ),.ill,► i. • x:�,r w TOTAL GLAZING AREA TOTAL CONDITIONED PROPOSED GLAZING ' 3 '' '``t`'''^ € . FLOOR AREA PERCENTAGE r n iii t ; , • . ' , I + S.F. x 104 - ,,'' :; i. � The proposed glazing percentage must be less than or equal to the glazing percentage listed under the �, prescriptive option that is selected. ~ :! '' eq Residential Energy Code Form 1115 9/10/V1 ; 2 f,, itt , _ ...... ... .. , — - -- - - — - - - > - - Jul 17 02 11:57a TSE 4254916371 p.1 , i a i J TSE ai3sC.Yt :.% Gl�J??iA 4 ' j .sytaesxwnaa: { FAX L k Engineering } s l z -- • P �W NC Date Sent: 07/16/02 ' ' jsr 4 , 6 o z Name: Building official t 4 d � 4 4 #' N p �� � 1 : Y 1 r ;' W W Total pages: 1 , H ` 1096"9 / F rom: Terry Powell, P.E. • et p f0 i ::" N . c F crs - t - _ 4. W Subject: Floor Nailing F "� ION , S.' , ' •', 2 f Project No.: TSE # 3491 Crane De n # 070301 ,. 7 f ll. i ,. 1� (Crane �9 070301) ji= xPiiF.S 06 24 /t32 � i , C d z w 1 COMMENTS: z H F - O As an option, the floor diaphragms may be nailed with 8d ring shank nails spaced at w F- 5" o.c. edge and 8" o.c. field. . 2 m U O O -. . O I- Lu W ' 1 f Z N !!.1 o t o O I- Z { . f • • , , 1 j I , , • I RECEI ED I ' AUG - 9 2002 ' . ' BUILDING =' r i DEPARTMENT 0 , :? i ,; - Q:' i ,, , , , 993' x : : 1 :- .,..I I 92810 N.E. 178th Street d • Suite 101 .,C. Woodinville, WA. 98072 -8702 ,v "i II P `, (425) 481 -6601 'r FAX (425) 481 -6371 trista a©netos. com ti , yf , , ....; 1 "1 1 - \ , f -- % . i< •ti rt.. p r eJ .. - i ,r ..er a.t A. t! 1' ..r J.' ....a :14.1 Sk'x .4.,. .. ...+.., s... ...na.++!..4xTi • a. . . .�......„ t 1• MIMI Ts E • Engineering • z i . . Date Sent 2/26/02 Z y . 6 Name Zack i / Total pag es: 1 •( 1 w = J I_ From: Terry Powell, P.E. R 19969 �. N o '•'o 7isr ti .. L Subject Framing option at back will . ioNA . Project No.: TSE ; 3491 u.. EXPIRES 08 20 co d COMMENTS: z 3 As an option, the cantilever at the upper back wall may be omitted by moving the lower walls w w 2 so that they line up with the upper walls. With this option detail J/TSE -1 shalt be replaced 2 °. . with detail "WTSE -1." All other lateral design shall be per the original engineering documents o ° dated 8/1.8/01. o 1- w - , H- V w z = 0 z RECEIVED CITY OF TUKW!I.A . APR 1 0 2002 PERMIT CENTER ii . a i a-rA 12810 N.E. 178th Street • Suite 101 • Woodinville, WA. 98072 -8702 45 , t' (425) 481 -6601 • FAX (425) 481 -6371 • tristate@netos.com w�' 1 . ;. . k i¢i b O02 .t'r`,. ,:..'.;.•.,<: t.zsi:.+sYd"u'7.ia:.aie[LC.:' :d. .tiRh:., a .v... .«..,...... »....,... .vavw- .urs..rewwsna4eM: rdai 1 — . "WORKING TOWARD A BET►e..? ENVIRONMENT 14816 Military Road South ` l P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 SEWER DISTRICT / Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY * Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other ca Short Subdivision ❑ Rezone Proposed Use: N Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other i Applicants Name: fit, / - J Cer►. 6 ilevt,110 +-I Phone: Az-- S70 — S.5 .- W' Property Address or Approximate Location: ”C3 S 1do'' S 1 Legal Description(Attach Map and Legal Qescription if necessary): Z ail( S' L, r ,‘,1,, w /"t 0 I - {'l, D,., 3* ,z • z Ti_ If- s - 0•0.670 • JU UO co 0 Part B: (To Be Completed by Sewer Agency) w w = 1. t a. Sewer Service will be provided by side sewer connection only to an existing 4 size sewer N u ' 0 0 f eet from the site and the sewer system has the capacity to serve the proposed use. OR C3 b. Sewer service will require an improvement to the sewer system of: Q ❑ (1) feet of sewer trunk or lateral to reach the site; and /or d ❑ (2) the construction of a collection system on the site; and /or _ Z� CI (3) other (describe): O z t— w w � U N 2. (Must be completed if 1.b above is checked) p F I CI a. The sewer system improvement is in conformance with a County approved sewer comprehensive = V plan, �. u-O OR Li b. The sewer system improvement will require a sewer comprehensive plan amendment. z CO 3. 4 a. The proposed project is within the corporate limits of the District, or has been granted Boundary L Review Board approval for extension of service outside the District, O z ! _ OR ID b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ S' SV r0 SFC: $ 2 77 S o_ UNIT: $ TOTAL: (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, 51090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: C. Other: ❑ Required May be Required RECEIVED �.�,.:.,.:•::: q y q CITY OF TUKWIL�� Y< APR 1. 0 2002 PERMIT CENTER �� +'° �;,,;; im 1- . • I hereby certify that the above sewer agency information is true. This certification shall be valid for one year 3A4 "; ,' • fro the date of sign ure. By >; 3 . .c." -- /1 e4 Y T itle / t?/OJ cm ^ { '1)0o24- 0 ' �t G'$ � „,..'Ai st l w s+:.. ' x�.wrmrc ' 52114. ,,.a .Nr, , ,. «a 'WS *rv, :'w rnrtUr.,x '��;v ., M �, n ". 'rR'.a: w �:. r.... _ . : . ..._ __ _ _. ...................�....... ._, I • • •� ! • Percolation Test Results Public Works Department City of Tukwila z Permit Number z Owner Name ,4� - 1 7/�T 0 c — (3 0 w i . Project Address 4 /4 / 03 -- s / ./Ocx. N 1 ul 0 Tv4 � / G- 4 2 l co Contact Phone Number T -- /c�xu� = w _■/C) — 05"9‘ ? I— 0 Z I ui Q Timed Test Results v o 0 I-- l W — Test Hole No. 1 Test Hole No. 2 1. 2 %- kei /A/ 1. 2._ % -i ■■L' : � l z 2. s.•► /A./ 2 v N 3. 2- % N-z iA 7 3. p Place additional test results on the back. V . I certify that I conducted or witnessed the Percolation Test Procedure as stated in the City of Tukwila "Percolation Test Procedure" handout and the timed results as stated above are correct. P 9 7 -2- / Contractor or Owner's Signature Date - O 0 AtAq > i `< 5 P /pubworks /farms /percolatian test directions Page 3 . ny+. � ...........:.:...x..,o,.i. .: ua w.w«n..r ,.w......,.:.,. .:.o...,. «.mx..sx., .m .aw - .....:...._ .. ......... ... ....,. -.. .. ., . .., ... ..... .. .. ... ....._, • A., I ...._ .,.. .:!, • _ _ __________ . • •-.- ,.,1 . . . .. • . . ., I , ■ i — P. _ t ....____________P•___ __ _.: _ :.1.1.-, N / i • 1 , I 1 ___ , vt R ---- – --------- - -- --- 60,T c.../-, c..... 4n. • .. ii-. t/A S / ., . ._.. --%; .. ._.—_______ ____._, ./ _ _ - [ , — Q.1 . '1 , PI° _ . _I • 7 \\, ,.., / ,- ,.. . . ki t / ,, ..,. / o. \ -.._ / / N i • (4 1 N. . , , ..... ) 1 .-. /S .- L I ' r . •0/ • jci:. .// i • .dv‘ff fi 1 :- l 1 ) -." i 1 N N ‘.7 . .! (— . 8 e! r ..' 1 i 1 ki '‘i NJ 1 Z..s / • 'L ■•••-• -. 7 ' 1 s . . , _ .• • ' ••••.'• ''...... • • • ''' -- - ••-• .. ' - • .-... ". ''' • - . .. - -" ...= _ //....:, ...„ • . V . . 0 • , (4 ---t___ . . : / / 1 -I\ ‘1.. J .- , . . ._.•,........ _. ea-. .■.... ■,........ .■.. .....■—... ■.......■ .■.■ rams oral, .■m. ire - ..........r. .......■ • 'oar ....■ — 1....■ . 1 ) ci i: ' . _ . _ -, c.I Ili //4 Nr _ ; o 8 , ,•. i -43 I Z ; .!; . ut i i .0 . ._....__.._._ .. i L 1 , t io . , ; 1 i t‘ill ''?"' < ...... 1 t . . i . . • . . . . . — . . A* -.., • . .. ..., _ ---- ---,...:.,,-",,,- ,,,,, .--,4 , i:4, _ .f.T..-I ! . r 0 rza 4 W g r,fi- .....- f 4, C 1 ' : NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN i.! :-. - - - -1-• '‘-, --::::: - -.7:: -,I .F , 4. .p.: –,..:4. THIS NOTICE IT IS DUE TO THE QUALITY oF THE DOCUMENT .= '...''r..i ..- !..s.'4...IX . .• 4.. ...kr. .,• .1 :, . - ' . . . . • . • . . .• . 'I) • . • . . . . . . . . ) . . ' . . , • . . J ..4 ) — - /_ , r ■ .I ' CITY OF TUKWILA CERTIFICATE OF WATER AVAILABILITY PROJECT # PART A: (TO BE COMPLETED BY APPLICANT) , 1. Owner Name Halfon Construction Address: 15056 205th Ave SE Renton WA 98059 Z Phone: 206 -510 -8596 1- Z . Agent/Contact: Tom Brown ct 2 Phone: 206 -510 -8596 QQ J U 00 0 W i Site Address (Attach map and legal description showing hydrant location and size of main: J N See attached map for hydrant and main locations 4403 So 160th Tukwila . W O g 5 tL Q 2. This certificate is submitted as part of an application for: H W Z Residential Building Permit 0 Preliminary Plat i— O W I 2 R Short Subdivision 0 Rezone 2 j D o O CO 0 Commercial /Industrial Building Permit 0 Other 0 F - .. • W ! 3. Estimated number of service connections and meter size(s): 2 - one new H V , i u- r6 4 - Vehicular distance from nearest hydrant to: Building Site Ili Z see attached map for hydrant locations. 15' +- U 2 O I-- Z 5. Minimum needs of development for fire flow 1000 gpm at a residual pressure of 20 psi. X I Fire Marshall Insurance Underwriter I City I I Insurance Underwriter Fire Marshall Other . 6. Area is served by: HIGHLINE WATER DISTRICT (Utility) Owner /Agent's Signature Date: 5/9/01 k , 'r ,,, RECEIVED k`a�,L CITY OF TUKWILA • y ;of APR 1 0 2002 PERMIT CENTER k..: 4'i' j • Vorig Wednesday, May 09, 2001 Page t of 2 P sa•, t j - moo ..o _�•I .«.u......v «,.:,;.:t.:.a«.u....,. ,.�a..,...a r.,,, «.. ............,......,..._..•.w, .. :n...wvc..,. .e. .« sew••.....,... ... ......... .......... ............... 41,.4.4,14.8. ._ ... M. ....... ...._.._.,.......,. .._. .. .. A,.,., r , iFi: w Y r? M1 'e= i , - - - .__ _... ' - ---`\ i PART B: (TO BE COMPLETED BY WATER UTILITY) 1. This proposed project is located within TUKWILA /KING (City/County) ■ 2 . Improvements required to upgrade the water system to bring it into compliance with the utilities' ZZ , comprehensive plan or to meet the minimum flow requirements of the project before connection: x I F- Z ft ilj 6g J O 00 N WI 3. Based upon the improvements listed above, water can be provided and will be available at the site with a J f residual pressure of 38.99 psi 2102.66 gpm for a duration of 2 hours at a velocity of ., W 0 10 fps as documented by the attached calculations. 2 o , u. CO D I hereby certify that the above information is true and correct. _ , t , t-- ILI HIGHLINE WATER DISTRICT 206 -824 -0375 Z 1— Agency P hone By Dat y7; �e�2 A g y y r ,,, . ,. , ' r 1 , s $0,“43 f• cfe:.: # 1 k nFS: Wednesday, May 09, 2001 Page 2 of 2 d #mss- k ` �.5, } " s x } ,> "1::'. .. .. t:' .,.. , ...:�,. ^J,t•„ ..s, t,•;c%:v•: ., :t:d�ik..;�„1 t,;4,w'::+ta .. ,..... _. .... �1,i..` ^. s . ' uiJ :riYJ'Ai. xr,,.vnxor..mx.µv+'r.r Y;M+ . .. ... •.., O 3 -1 4 rn :n � N CD , 1986 95 r O KCSP 1274037 -7605 170788 4455? M1407 125 r w o CD n -+w 4415 75 4255 M9858 if) -C • J 4403 -• _.i• -- M20005 0 4507 M14970 68 4505 M14969 70 4237 M15184 cp 4249 4245 M20006 4251 M20008 4431 M16477 4441 72 C) 4411 Q, M12578 U)"' rn 4417 CD M20002 = v U) 4427 M20001 cn )1) 450 to ./ M14968 04— r' 1 - z Z (..) 0 AO 11.1 • w . uj 0 n n. 2 H2ONET Report for 4403 S. 160th St. @ hydrant #H2164 g • co -,—.,, Fire-Flow Residual Available Flow Static Demand Static Pressure Available Flow ID Demand Pressure Pressure z 1 ._ (gpm) (psi) (gpm) o (gpm) (psi) (psi) z 2 a 0 1 LJ 2024 0.92 46.96 1,000.00 38.99 2,102.66 20.01 — : 0 Li, • z o — o Z 1 P k'PVW6* t '.141g Date: Monday, May 07, 2001, Time: 11:54:57, Page 1 I • • kd 7 - - i - -k p- -- 1• 7 2 „ HIGH; . WATER DISTRIC'.. Statement of Charges PROJECT NAME: Halfon Construction . LOCATION: 4403 So 160th SCOPE: SFR Z 1 I Totals ,l— W ■ LFC: 50.00 paid S0.00 R J U 52 ,100.00 U O GFC S2,100.00 CO 0 I (0 w ERUS: I i NUMBER OF SERVICES: SERVICE SIZE: CHARGE: . w 0 2 1 3/4" S2,050.00 Deposit S2 g 74 • I I.L. < 0 S0.00 Deposit So.00 (A d 0 50.0 So.00 Z H I 0 S0.00 S0.00 Z O - T CONNECTION CHARGES: 54,150.00 w w U O N aE- w This cstimatc is based upon information provided by the project representative requesting Water Availability information. Actual H u. H charges will be determined at the time service /meter installation is requested. Connection charges must be paid in full before — O service /meter installation will be scheduled. Prices subject to change without notice. Please call to verify. aj Z CO F- _ Service installation to be billed time and materials and deducted from the service installation fee deposit. Any remaining monies to be O '— refunded. Overages will be billed. An on -site visit will be made and an estimate will be generated regarding the cost of installation. If Z the estimate is over 25% of the actual deposit, the owner will be contacted prior to service installation. Glossary of Terms: A ERU: Equivalent Residential Unit • GFC: General Facilities Charges are charges which are intended to provide an equitable means for new connections to the system to pay . their fair share of the costs for overall system facilities and District -wide capital improvements. LFC: Local Facilities Charges are charges which arc levied against newly connecting customers in order to cover the costs of the water system facilities in the immediate vicinity of the connecting property. 7. I ,-- .......= k ,, PREPARED BY: POLLY DAIGLE DATE: 5/9/01 , 3 .�� „,:;, , ', ILK REVIEWED BY THOMAS KEOWN ; - ` vik'' M DATE: 5/9 vi k'' 23828 - 30th Ave. S - P.O. Box 3867 Kent, OVA 98032 - (206) 824 -0375 /Fax: (206) 824 -0806 Cti .. . .. ...... _ ..... .. ..... _ - t C�' F '� nartavEnMUwavaRxetC�rmaa+, �nem+ Y. Li- NovatKA44YSMhfits} 7ttr:: cYrM! sw. nmx+ rr.;. a• rrrr..:..:,,-.,w....•: w .+ +u,.m..,,e.a,:y "�.,R.trsrawuw .,.. ... - .... .... ... .... a.,A e4 ; i f, t\• �, ti � ._. - ....... .. .. . ..- . -.-. .. ..-'. �.u...i; �iT�"Wz•-!r.r. -.�,. �1. -.... y_�.. : as. tt.: a :- •�;,ra!t'��:r•:.'�'p��*..w+(1 , " t KING COUNTY WATER DISTRICT #75 ACCT. NO. BOOK NO. METER METER NO. -" SERVICE NO, APPLICATION READING It DATE I < t D METER SIZE 3/t( 5.2 uce- DATE OF INSTALLATION • PROPERTY ADDRESS "1 LI o 3 3 t ' co 0 TELEPHONE NO. < h NAME OF PERSON F' W OWNER t M'� t,� c a C� Gl«'1 e A TO CONTACT re 2 c Cr � MAILING ADDRESS � J -� C�2J � `�- k1.\ A "tIct $� U O co D CLASSIFICATION UNITS I J N u_ . LEGAL DESCRIPTION: LOT(S) BLOCK ADDITION • uJ O f-e(Ar 1/1A e e U3 � 3e c J �c_e_- 3 LI J 1 dIFY)%� 605 = I— a D l Ac)uSQ . /0t)_. Z • o V\A �� C cam. � Jo r w oJse.- 1 .1 RECEIVED WITH APPLICATION: TOTAL FIXTURE VALUE Z CONNECTION CHARGE INVOICE # NO PROTEST AGREEMENT . ■ SIGNED PETITION FOR ANNEXATION OTHER The undersigned, hereinafter called the "applicant," hereby makes application for water service from Water District No. 75, King County, hereinafter called • . ' the "District," and in consideration that the said District furnish water, the applicant agrees to pay for the same at the rate and in the manner as provided . or to be hereinafter provided by the Board of Water Commissioners and to abide by the othe rules and regulations as may be made by resolution of the Board of Water Commissioners of said District. The applicant further agrees that the Water District hereby reserves the right to charge and collect such rates and enforce such penalties as may be provided by resolution of the Board and to temporarily discontinue the service at any time without notice. It is further agreed that in case the supply of water shall be interrupted or fail by reason of accident or any other cause whatsoever, the District shall not be liable for damages for such interruption or failure nor shall such failure or interruption for any period of time be held to constitute a breach of ^�f3 � contract upon the part of the District or in any way relieve the applicant from performing the obligations of this contract. The District, in consideration • that the applicant pay the charges and the rates and abide by the rules, premises according to the "terms and conditions hereof. rees to furnish water to the remises t re herein described accordin application, ** 9 ulations and resolutions of the Board in force on the date of this PP lication or as hereinafter enacted or amended, agrees Applicant 'W4414 further agrees that he will protect and s e I rmless the District from all claims for damages occasioned by . breaking or leaking of any of the pipes and appurtenances used for the supplying f wate . Applicant further agrees that in the event he shall fail to pay the rates, charges and penalties as aforesaid, or If the resolutions, r es or regulat ins of e District are in any respect violated by applicant, his agent, tenants or persons acting in his behalf, the District may discon ater his • 'n cost and charge. ,`; ACCEPTED: , _. I � % OWNER El AGENT /BUILDS ` ; Application: A HORIZED SIGNATURE This \ ' day of %MuG 1 By: ,,,.,, WHITE - Office Copy • PINK - Customer Copy • MANILA HARD COPY - Installation /Shop Files 2157, 'a:Wttt`,.''i;:t` {�;.:.,�5% fit. �J �ssi'? sao•.. �rK; Av . >;r,r. - .Y�9(B.. :?4�.4'�''. T . �_ - -- I _ r z • S I~. . w ,� il !W 0. • REGISTERED AS PROVIDED BY LAW AS '2 2 ---s.,-... MM IL O; ii; Z 0- 0 I - ;O • • Z • • V a . . 4M; • RI WA • .., ,, �: 4 kY ter. M �, 1 tj IN »; *`?,,,, day, 0 . • 13G FIr'.l t � uk• X4,73A • i y 1. • I^ Y :.L'.i .: ' . r,i ,. , a + .. ��•'ti'.;oy::1'{�it.4F13. ..... .a1.i . K.;+- "` tt'. e, . 1 :iuir�F�.' 1 4:.:.rii+1 %iLZ.rx ra`ie:rn+.i'M�4.�h�sv Lrn ?. :.. ., r.. r..�.+'i .v::litvs \f`.'3Mfu.Ai+KirV•HCi M •• $LJ{14HKi1 •, YF� U '�.�'i7Y.•'it�9N'I�t�'•'i7fl'^R • 1w . • I — '-r' _ i a r r, _ - — t ) pi, PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -090 DATE: 04 -10 -02 PROJECT NAME: HALFON CONSTRUCTION Z Z I— SITE ADDRESS: 44XX S. 160 STREET cc I Z S I S � LJ XX Original Plan Submittal Response to Incomplete Letter # v o Response to Correction Letter # Revision # After Permit Is Issued tu tu H co w . w DEP RTM NTS: � 6• h C63 NZ 14— to -01- . Bui ing Division [r Fire Prev ntion P (r El Division = d A'p ZS -6z- I— _ Public Works Structural ❑ Permit Coordinator Z F- UL -t'VV1 I IAX-' � (P I — O w uj DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DA 4 -1 1-02 2 D 0 i C omplete V Incomplete ❑ Not Applicable ❑ 0 1 ;,,, , Comments: i w 1— H f L I O P ermit. Center Use Only a i Z ' ,, U INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: P F=- Departments determined incomplete: Bldg Fire El Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: . Please Route g Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 5-09 -02 Approved ❑ Approved with Conditions [� Not Approved (attach comments) ❑ -- Notation: 0440'i REVIEWER'S INITIALS: DATE: )11 _ " unc Permit Center Use Only ,�''F CORRECTION LETTER MAILED: f ? `y - Departments Bldg ❑ Fire ❑ Ping ' ��artments issued corrections: Bld tr,,,�sQt.�n;l ".y. 1i '�` "'� "� g ❑ PW ❑ Staff Initials: 'ice s PERMIT COORD COPY k` " , �' ". t�: i:°�51�7t't Documents/routing slip.doc 2.25-02 ?'i '` -'���'SS'L r 4 ' ! _. __ le— � - - .d'F PERMITNO.: D O2-O`1O ---,, TENANT NAME: H P' •'Po /4 CoN5 2.u- LTlD BUILDING PERMITS INSPECTIONS CONDITIONS ❑ 1 Progress Inspection Status 10001 No changes will be made to the plans unless approved ❑ 2 Pre- construction by the Engineer and the Tukwila Building Division ❑ 3 Investigation 10002 Plumbing permits shall be obtained through King Co ❑ 4 OK to Occupy 10003 Electrical permits obtained through L & I ❑ 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit Z ❑ 6 Follow -up 10005 All permits, insp records & approved plans available • = H ❑ 7 Pre -Move Inspection 10006 All structural concrete shall be special inspected I.- 10007 All structural welding Z b 50 WSEC Residential ❑ 8 shall be done by WABO certified tY 2 In 60 WA Ventilation/Indoor AQC inspector 6 U ❑ 70 NLEA Inspection/Modular Struct ❑ 10008 All high - strength bolting shall be special inspected U O ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected 0 p ❑ 72 Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila v) W ❑ 90 Rested Building Division H '5 Footing Drains ❑ 10011 The special inspector shall submit a final signed report CO L - ;: 100 Foundation Footings ❑ 10012 Any new ceiling grid and light fixture installation . W 0 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid 2 1 - -- 4 ..'., PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -090 DATE: 04 -10 -02 PROJECT NAME: HALFON CONSTRUCTION z zi . SITE ADDRESS: 44`X S. 160 STREET :I re z 440( 6 XX Original Plan Submittal Response to Incomplete Letter # c) O No Response to Correction Letter # Revision # After Permit Is Issued w = . I— ; CO L . . w 2 DEPARTMENTS: g Q Building Division ❑ Fire Prevention X Planning Division ❑ = 0 Public Works Z w ❑ Structural ❑ Permit Coordinator ❑ Z � Z� w uj DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4 -1 1 -02 2 D Complete ❑ Incomplete ❑ Not Applicable ❑ 0 co 0 h= Comments: = w • I-, w O Permit Center Use Only id Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U H Z '- Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES/THURS ROUTING: ' 1 Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 5-09-02 Approved [i Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: f ` . . REVIEWER'S INITIALS: C DATE: 4-2-C-- °"2- t a f ut � k ,• .� �it�j r1�i�: s Permit Center Use Only , A . , .. CORRECTION LETTER MAILED: rf Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: .;: 'k ; OgAU 03 ,, Documents/routin doc2 -28.02 6 sli n l � / �, 7A1!"h'U,il�*lwIMXdry.Vk?'!,4? Kok: AJ. Sr 7vrMeu� .uys.:i.. <ui...•.a:. >.n�r+w - ran r...:..,.�.. e. s!k .. C0021 1 1 •- - r ._ 1• --,, PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -090 DATE: 04 -10 -02 PROJECT NAME: HALFON CONSTRUCTION z = I-- SITE ADDRESS: 44XX S. 160 STREET z rt XX Original Plan Submittal Response to Incomplete Letter # d p N 0 Response to Correction Letter # Revision # After Permit Is Issued w = I— w S DEPARTMENTS: Q Building Division g ❑ Fire Prevention ❑ Planning Division = O Public Works Z W ❑ Structural ❑ Permit Coordinator Z .- I— O Z I— W Lu DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4 -1 1 -02 2 0 Complete Incomplete ❑ Not Applicable ❑ 0 H Comments: w • • I U ' u. O Permit Center Use Only Ili Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H H Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: \ Please Route ❑ Structural Review Required ❑ No further Review Required \V REVIEWER'S INITIALS: Q'(2-- DATE: L' - C) — C7 2..__ APPROVALS OR CORRECTIONS: DUE DATE: 5-09-02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: a� "� DATE: ���. _�•��,. Permit Center Use Only '" r L I CORRECTION LETTER MAILED: issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 4 'e .. h ':040 t C 10 1 3.. Documenls/routing slip.doc z * C I 4.4 � . nt+vtK!ranwal.. yr., *n+k a +,tAn tvn.i+r?,Y3rrgt ,arv.•;,.n4w,. N.,. s..,x,........ .. ,. � ...._.......,a,..w�.sckvt� : - '— ._ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -090 DATE: 04 -10 -02 PROJECT NAME: HALFON CONSTRUCTION z SITE ADDRESS: 44XX S. 160 STREET 1-- w cc 2 XX Original Plan Submittal Response to Incomplete Letter # 0 0 u, Response to Correction Letter # Revision # After Permit Is Issued w H CO LL . • w DEPARTMENTS: u_ Q Building Division ❑ Fire Prevention ❑ Planning Division ❑ Z a I— Ili Public Works Structural ❑ Permit Coordinator ❑ z H ZD w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4 -1 1 -02 2 n U Complete ❑ Incomplete ❑ Not Applicable ❑ 0 FU-- ■ Comments: = U H t":") Permit Center Use Only U Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O H Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z , TUES /THURS ROUTING: Please Route ` f Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: 1. 1,4 DATE: e Vi I © ' APPROVALS OR CORRECTIONS: DUE DATE: 5-09 -02 Approved ❑ Approved with Conditions 1 Not Approved (attach comments) ❑ . _ J 3. Notation: s , ' REVIEWER'S INITIALS: LDI�Y✓1 DATE: VL i. ',r Permit Center Use Onl y �p.�.eS��iU;'1 CORRECTION LETTER MAILED: ; NA {�4 '' . �s'sle h'..� arv ,' i��v Bpi �i V . ? ,,, W Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: : .17.‘..iki, i '',* 4.*: %;: Documentthouting slin.doc }T�,4 "'1 2 -28.02 "v�'i'�!. '3t�jjs3 M ft.s4 1 ■ ��. + «�,..,.s.rals'.:. ,.....: �.;,;,v.'.:,,.aal� v, .... uS •'NRt. ,fasus a' d . » �a,,, ka'• v<cre o-y�ce,. � � ... .. --, ,e-r ■ - ..- , I _ 1- ■ I Z ■ 1 1 . w . —,.---------.... . ..---",... ...1 C.) 0 0 . • • . . CI W , ..• . . ... .. •• ,, W LIU . . : . ''':-..-:!:. W I ';':.:!,,:.?•• •. • .:.: :. -J 1.- , • .... • ••.,;;;;:,.:. .. . - . ... ... , , Lu 0 •• • i * • . • • .. • ,. REGISTERED AS PROVIDED BY LAW AS ,''. .::' g5 • u_ ' CONST CONT GENERAL • < CO D . . . REGIST. # EXP. DATE , :. -0 . ' CCO1 HALFOCCO33CK 02/07/2004 :.. : E- ii) ... EFFECTIVE DATE . 02/12/1997 •/: I- 0 Z t-- HALFON CONSTRUCTION CO INC • ,. UJ al ••• 15056 205TH AVE SE . • . RENTON WA 98059-8922 . DO . 0 ., . V) • . ... Signature 276'2 ----. - . •• - •• . • .• •-• ... •, • LU — ill . • 1 0 ' Issued by DEPARTMENT OF LABOR AND INDUSTRIES • ,. . • . • - U " - -0 1 • ,• • , • , • lijZ o CO, .: ,. . _ I. . 0 I ...... • . • : . • . . . . .. :.,.. z ...'.'... , ,. • ••.. .. • • . .. . • ,.,..,• , -..... . . ••• , .. , . -... ,,..... • . „ . ..• . '.....:-. .f....., • • ....,.:...,.: . . \ , • .., ......... • . • . ...,-:.:,... . „... • , , ., ... . ..., • '. ,;...:,...• . ,.-..::!,;:: :.; • . , .. . , , .. .•• • „ . • ..,...:... . .• ::.:..: - - • • . , •0.• . ., . , . . . .. . ..„'.: ' . . . 2 . . . .• , . . '..,:.... , , . .. , ., • . - „ .....:':::,.." ' .... ,..• -I P'::."1 f i .. ...... , '}':'' ,1 00 0 ' . i .. • ..".:: : ' • ... :::':. .• • ... .. , ,..... . . •' . , ..; .,.... . . ..... . . . . ''•f6:7 ../ • ..:'...; . .. . . • - i‘ 4 .......!..:. . . 421g . • ,... . . • . ,.... '' ... .. . . .. , • • : .:;. '•• :••.': ''-.1;• , > , ..4 IA ....%.. . ::•• ... • , . • : ';'; • — V" 4 r 4 ' r., .. .,. .. i ■ . = ------------ . Balance Due: $ Ogg. • 7 S Need Current Contractor Registration Card: Yes ❑ No Need to Enter Contractor Information in Sierra: (X'Yes ❑ No tom brown site plan plot plan legal description halfon construction CRAVE DESIGN nc. Reserves All Lee.I Rtohts To Material Cm This Sheet - 5uoject To Criminal Prosecution - igs i SE * -cam n T� if � ; NOTE: I NOTICE: I f ° � i � ^cus Nu . ,�ER OR .-DDRES,S ..� 5E i . � . i 5 C , T HE DRAWINGS SET FORTH ON THIS SET OFF BUILDING PLANS AS INSTTRIMENTS OF SERVICE, ARE AN SH ALL I _ _ _ �i l/ . �./ i REMAIN THE PROPERTY OF CRANE DESKdQ INC: THE PLANS ARE COPYRIGHTED MATERIAL AND THEIR . s /1 C. - Ct-1 i C C Ci - , C E v L . i USE S LIMITED , THE CONSTRUCTION OF ONE STRUCTURE WITHIN 'ONE YEAR OF FURCHASE 5T THE I `'nom"- g£££,z', 3. '"O C � =NC) : -L, =� INL" YI._: I �L � Mry � j i - OI`7 T "CA.� O 'E AND ✓ —.� S� -� PURCHASER ONLY FORA SPECIFIC BUILDING SITE ANY USE OF REUSE OF SAID BUILDING PLANS G F f 4111,, 5 - -= =- = c I i i S�OF'E GGNDIT °RIOR TO CGNSTi2L'GTICiN I E _ `� � _ �� V -'ivG- STRUCUR� s RILL T PROHIBITED WITHOUT THE WRITTEN PERMISSION OF CRANE DESIGN, INC. VIOLgTORS WILL BE Y� - 1 I PROS IN FEDERAL CQIRT FOR COPYRIGHT INFRINGEMENT WITH FILES UP TO A00.00090 CRANE DE SiG - - N SHALL 5E NOTIF OF AN Y I SE j S ^ I C LONE NOLATOR9 WILL PAY R�E7 FEES t RT ON DMENSIONS ONAWINGS i Y SHALL HAVE FENCE ATTO OVER SCALED D COUMENSIONCSTS. LLRITTE S. GGNTR.CCTOR SH CHcGK -� ;THESE DR vERIF7 ALL =ANG :SUE TO CONDITIONS CN SITE:! i 1 ��- I Dfl19 SGNS AND CONDITIO S PERTAN TO THE PROJECT PRIOR TO PROCE IEDING TO THE CONSTRICTION f '= i5' I l y ! U I ND v�-E✓ - ao rO}' I k PHASE. CRANE DESIGN, INC. MAST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AC AND/OR + 3 '-., 1.' J €a!` _ /� I CONDITIONS SHOWN ON THESE DRAWINGS. ANT SUCH VARIATION SHALL BE RESOLVED BY CRANE DESIGN, 1 S` / T x o ` .' • 'w I NL. = XPOSLaIR ii i I . MG PRIOR TO PROCEEDING WITH THE WORC OR THE CONTRACTOR g4"" . CEP PULL lf2ESPONSIBILITY I i : g � y s I COST TO RECTIF: SAME. M THE EVEN AN T LIABILITY 19 ITIPOSED CRANE DESIGN, C. OI1R LIABILITY FOR ! s i s • GCC�.i I- i NC . ���� i I T 70U O R ANY THIRD PARTY SHALL NOT - EXCEED THE PRG-c PAID FOR CRANE DESIGN'S PRODUCT. I : gi L 6 E. .b .oFooa£..T. �/ . _ // \ I f lI IL — T1T ro j _ I � ),� -1 �n I I'r� l I I ; — r ----- FILE COP n I ttraderld mE PFa1T ChrckTr 31s 1_ lSato�TT�fs Ana om o; �TId I�r t I : I — I I p arhs does not authorize the violation of any C I , . —' t ra. k e d code ordinance. R o con- I I I = I I ■ I mar a eta a- !l I 1 ~I l — .. ti I Data s----9___—_,,,7_____ REAR ELEVATIOII :' 1/4" RIGHT ELEVATION 1/4 SEPARATE PERMIT �R FOR: ITnit No. ° "pD2' 0" " L AECHANICAL REVISIONS ELECTRICAL NO CHANGES SHALL BE AAADE TO F SCOPE OF WORK WITHOUT PRIOR, [f LUMQINNG DVAL OF TUKWILA BUILDING DIV' s., +'=- MGAS PIPING ry,,, I: ', tl- ! -1J'= FD'v1Ti�::A1- REM :EONS WILL REQUIRE A NEW PLAN SJ ?LAN FE F I CITY OF TUKWILA —_ _ — -- BUILDING DIVISION o -- GTY OF TUKWILA — — APPROVED — T�ir MAY - 8 2002 t • I a c r c n _ - = ! , IRE @� CEDA1 SNAKE SiDING- - - - - - f - - i — 1 "x4" R.S. -P11" r -- — _ f L — - - c BEYE_ SIDING --- -- I I.= , . i ,ii .._., I - -- 1 - - - _ . -- I ■ 1 L CITY OF TIUKWILA -- ;� i ;= I • i = L � ,'e RIVE SOCK APR 10 DATE: Irv.: i ° i to I �n� e ms_ 2002 02/02 - .�� �- I mo. PERMIT CENTER [� - — "° APPPGX. G -r2AGE DRAWN: 7 e� . o mss• I Q�e e As�mm s�6 a a� - "x!O" P .S. SAND LEFT ELEVATI• 1/4" R " E T ELEVATION 1/4" P EILEV li SHEET W61 Age/ kou. IV€ All o,, • 2e4 w/a n ► U. T- Pf. Q. el o 3 • 7 t PuN rn e� 1 070301 • •CONTRACTOR NOTE: All Dimensions Shall Bc Checked And verified , To Construction. To Reorder Plans IC BTM42 - 3615 - - GOPYRIGHT 2002 CRANE DESIGN, Inc. 4 CRANE DESGN, Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution << ` >� • `z'� � z I ° � sad- .- rs r st= oa 5 ;M ` 'i ,-.t `s`6al i4t -aan' a ;11'c' a _ v 4I- 0461 a 6 � t 40 0" dYea s° c AB 1 F. AB Aitittiitg.2ibg (TYO) 0 2 ® , „ e , I FOUNDATION NOTES I =uner�1 — ® =RlRl isms m =�i�® s®= r�®a�®e o=®lo®si — 1 _ R ,C • ANCHOR BOLT ,DASHERS SHALL 11 r — — 1 — • S CEENS LIP Y BE 2 "x2'x3/16'. CRAWL 6'x8 L SPA W / VENTS • ANCHOR BOLTS SHALL EXTEND . II 6 MIL. BLACK VIS. II • I 3/4' MIN. ABv. DBL. OR SINGLE I VAPOR BARRI: - 1 MUDSILLS FOR WASHERS a NUTS. j 6 - 0" ! j I ! • ALL INTERIOR POSTS e CRAWL { ! SPACE SHALL HAVE POSITIvE - '17 1 1 II I I I TOP 4 BOTTOM CONNECTION. + _ f 4 4x10' 0 m 4x10' _ _ n I ( • ALL FOOTINGS 9 PERIMETER OF III. � (TYP.) CTYP.) FOUNDATION SHALL BE BAGKFILLED. UN_O. I I 0 I • CRAWL SPACE TO HAVE 18'x24' I 3 T -10 I MIN. CRAWL SPACE ACCESS_ 2 '4I 6 -0° I 6' -0° �� 6' -0 " B 6' -0" I @' 1 • CRAWL SPACE* CONCRETE SLAB e I 30•x42 "xS' I c0 1 I N I I BASEMENT TO HAVE 6 MIL. BLACK I I d GONG. P• vISQUEEN VAPOR BARRIER I NV (TYP) I �l 1 I - �\ I • BUILDER/CONTRACTOR O VERIFY I x10_DF FURN. 4 DOOR KNOCKOUTS PRIOR ---�- �� :_�1�I y TO CONSTRUCTION. - CTYP) / I m ANY FOUNDATION OPENINGS SE . I © i MIN. 8' AWAY FROM ANY HOEDOO WN. N. H ON 304 CONC. PIERS I I ! • MIN. CLEARANCE FROM SOIL TO Q - 11 - r ��(TYP_) i I JOIST TO BE IS', 12' FROM SEAM. • 0 I - 4x6" PO T W/ POST BASE II `4 / / IS "x24' CRAWL © v SPACE ACCESS FURN KNOCKOUT �+ p � � . + 4i TSE LEGEND 3 3 I ���HOLDOWN PER SCHEDULE 2' 94 6' 2 5 ' - ' 1 1 0 r :I s x10 F • ,_ a � • . I SW — = SHEARWALL PER SCHEDULE ® - (TYf / I Nil: I AB_ = ANCHOR BOLT PER • 4x6' POST W/ POST BAS a (SIM.) I 1 SCHEDULE I I Ii ON 1£30x£3' CONC. PIERS -. 1 - _0,V, O I I ® Sn O II = STRUCTURAL DETAILS PER I CE I lo_ IFT , TSE SHEET(S) I I A �A�� m l 4" CONC. SLAB 0/ COMP. FILL I I I o I `r IA f- SLOPE FLOOR 3" TOWARD DOO I ..] III BIZ I ". I I NOTE= 0 J I '` I CONTRACTOR TO CHECK AND VERIFY SOIL AND CITY Of TUKWU- SLOPE CONDITIONS PRIOR TO CONSTRUCTION DVED CRANE DESIGN SHALL BE NOTIFIED OF ANY I 1 _ — , _ _ - o Q 8 STEM I ® FTG. CHANGE DUE TO CONDITIONS ON SITE!! MAY 8 2002 - , - OCK LEDGE PT 6x6' POST 4 .9 I , I \ ?, W '2344 in FURED OUT TO 16 L �! *LINED W/ RIVER := II ing, FOUNDATION VENTILATION 24'mx 10° CONC. PAD ► ( ROCK LEDG (SEE ELEV.) � 1 W/ LCB6 -. I '' I I 6 "X8" SCREENED FOUNDATION I •_ A81 I' - 16' -3" R.O. -10 I VENTS = 128 SO IN- I IS - 5' -0" 20' -0" 1 1205 FT2• 150 = 1214.4 IN • 12 /40' -0" 1451.2&1N2 / 125 = 113 VENTS REQUIRED ~— l ' I I - PROVIDE ( 12 ) 16'x8• VENTS COIF III ' %i P L, "A N I 1/ DATE: REV.: I ary OET 02/02 NOTE: APR 1 0 REFER TO SHEET S -3A FOR 2002 O NUMBERED REFERNCE. DRAWN: PERMIT CENTER _ Psi FOUND. SHEET ag D 0 2 01 0 2o- OF PLAN NUMBER 070301 •CONTRACTOR NOTE: A11 Dimensions Shall ee Checked And Verified Prior To Construction. To Reorder Plans 1(811)4042-3615 COPYRIGHT© 2002 CRANE DESIGN, Inc. CRANE DESIGN, Inc. Reserves 41'. Mega Rights To ""ateria' On This Sheet - Subject To Grir.inal Prosecution -` = s -fi + tFrg = s F` gte � -c u2 GENERAL NOTES = ? ` g g f. • ALL HEADERS TO BE: - it,,,... (U 6x8 DF"2 (2x6 STUD WALLS) N.O.) c ��` 'a` I 4x10 DF°2 (2x4 STUD WALLS) (UN.OJ .-E ri2i4 -3 2 rs � .am • ALL EXTERIOR 4 GARAGE WARM = - i°„ _ - F,- -g WALLS TO BE 2x6 STUDS. (U.N.O_) aa� ` " ;` " a • CONTRACTOR SHALL CHECK AND �' at VERIFY ALL DIMENSIONS PRIOR _ ;i pa " 40' TO CONSTRUCTION. ¢ 3' -0" �' i 6' - T' - SEE SHEETS 5 -I THROUGH S -4 °°`° • FOR CONSTRUCTION AND NAILING °aFaaita €.uu 3' -0" 6' - 4' -52 SPECIFICATIONS. • GUTTERS 4 DOWN SPOUTS TO BE MIN 36 PEEP LANDING � CJ2 PROVIDED AS REQ. Sr CODE. /2' -10'� CJ�2 X1 1 B1 '- • ALL BOLTS MUST EXTEND 3/4' MIN. ABOVE DOUBLE OR SINGLE 1 08 a 5 S.G.P. ' \ MUD SILLS FOR WASHERS AND NUTS. 0 CTE 1P.) .Se, I ! • EXTERIOR DOORS TO HAVE MAx. CSAF. GL.) v) WITH MIN. 36' 4 3 XO ti ` S 5 XOX \ ? 1 DEEP L \ \ SOFF LN. LANDING PER SEC. 0 I ! i 1003.3.Ib U.B.C. i ji I PROVIDE FIRE STOPS a ALL - t3 Q.c MFG. GAS "DIRECT VENT' FIP o O NOOK I I I I CONCEALED DRAFT OPENINGS d X n! EFVros I NSTALL P 1` 1ANUF. SPECS I ' I 1 PER SEC. 1082 .B Q n ‘L U.C. I 1 a I L 'mo cF 1 1 1 • ALL SHOWER ENCLOSURE DR. to 71-' TO OPEN OUT, IF NOT SLIDING, 1 TO BE SAFETY GLASS_ • PROVIDE Sx POST OR S' CONC. N1 I �I ISLAND CURB TO PROTECT HOT WATER d)I _ AM I L ROOM I ! ! HEATER 4 FURNACE FROM VEHICLES. 1 S I _ ! I � i 48' MIN_ LAP SPLICE o DBL. TOP I • I d)1 PLATE SECTION 2320.112. S . 4 . �. 1 T--£3 4' - T2 ° T' 6" 4'-84' T ' _ e ' I I F ' Ili " 1 m 4 BF - �� "// ARGN ASV. TYP.) W P�NTR, f � I SMOKE DETECTOR 11 36° H. HALF WALL N, ll 1 E ' - I SMOKE DETECTORS TO SE INSTALLED W1 I i ° ' IN ALL SLEEPING ROOMS 4 AT A POINT S I 2 : T . 3 _ -4 2 6'- ' I' 2 i WASH 1 1 I 4 ARCHWAY 24 CENTRALLY LOCATED IN A HALL OR AREA ! 8x24 CRAWL sP•CE Ac. ss 2 , 0 I R Y \ I I j PROVIDING ACCESS TO A SLEEPING ROOMI I - 1 _•`� Q -_ O5 DRS' I I 1 ALONG WITH DETECTORS CENTRALLY � DINING ROOM ,� - LAUN I Q s 1 ' I rI , LOCATED ON ALL FLOORS, HOT WIRED a Q O!'L 1 = , a O EFV os LT J v I BI INTERCONNECTED W/ BATTERY BACK -UP. I xl a ( r) � — -,Di 1 O ` er .110 0v5 0 ppiramil O" "001 „®4p 1 \ ` t 1 I 1 Hem FURra �I I 1 I j WALL LEGEND ' BLDG LN I - % /8' SC. AD. DR. 18 AFF ON DBL. I 1 I m W \ ABV SELF CLOSER LAYER 3/4" PLYWD- I ® 2X6 WALLS 6 ARCHWAY ( IGHT FITTING) I I I 2X WALLS 52" . I / BLDG LN I I r ABA/ 1 � 0 I LIVING t2 1 ALL WALLS, POSTS, BEAMS, t GLG. ! f � ELECTRICAL OUTLET LL TO NAVE 5/8' TYPE 'X' GWB W/ 11 ! X _, 1 AND LIGHTING LAYOUT p (2) LAYERS o CLG. i! 1 -.° O j iEN-FIR I (TAPE t FINISH) � 1 �'i I B 1J N �B G LN (5)101. G�AizA : / (S.G.) 1 , �/ ° ° TS B 4" CONC /COMP. FILL 1 LIVING AREA ,' SEE ELE') S S.L. ( SLOPE FLOOR W C OARD DOORS 1 0 CITY Of TU4('WI4 I 8. uF.ccER ■uGr. Q / \ . MAIN FLOOR: 1281 SO. FT. APPROVED / I I 1 UPPER FLOOR: 1468.25 SQ. FT. MAY - 8 2002 �: f e FX 5 °- 6 -e sv f e' FX ' / \ i I I. '� I r �� r,„1 / i TOTAL: 2149.25 SQ. FT. AS NGiED i _s , \ / I I 1 GARAGE: 420 SQ. FT. I L 67V73 miff' /� I I t R RO IS Sm O. H.D. 1 GLAZING: (308/274925) 11.2 e F=T S x6' POST �% II 1 1 +1 1 INT, . I 6 =URED OU: TO 16' 1 (SI ) 1 I M 4 LINED Wi RIVER 1 ROCK 3' 3" 4' -3" 4' -3' F ' -0; 16' -0" 0'. _ IS' -0° / 5' -0" 20' -0" r 40' -0" TSE LEGEND SLUE I I I DATE: REV.: I� ® Q�HOLDOWN PER SCHEDULE I Recew =o ,/\ 1 • \ •� , N / 97 c voFn,Ki l 02/02 I / 1 J 1� II ,, r) F ��I a il - SUJ_ = SHEARWALL PER SCHEDULE ^^ DRAWN: PERMIr CENTER _ AB = ANCHOR BOLT PER i""sr' I SCHEDULE NOTE: MAIN REFER TO SHEET S -3A FOR � = STRUCTURAL DETAILS PER NUMBERED REFERNCE. TSE SHEET(S) FLOOR __ SHE 1 ` ` OF O 2 'O O V' 7 PLAN NUMBER: 070301 _ .CONTRACTOR NOTE: All Dimensions Shall ESe Checked And verified Prior To Construction. To Reorder Plans 1(811)642 -3615 COPYRIGHT0 2002 CRANE DESIGN, Inc. CR,,NE DESIGN inc. Reserves 4I I Le...d Rights To Material On This Sheet - Subject To Criminal P'osecut:on > .t ='n�a _ 1-a agfr t4:3 !c caa� t2 a' 5==f4_41.120. a - °za.i`co -, a Vi i`•`'- iFfia,_ff cf -: b '1 1 F°2 � } [ I r7_/, x1 - 74FV3 ( _ 6 x 12° DF"2 -- ♦ i I � ,II I . ( I 1 l { II I. i j i1 111 ; I ; 1 l 11 1 I Ii 1 � 11 li II i I I 1 I NOTES: I 1 ai I I I I. ALL FLOOR JOIST TO BE Q I 1 • I 11 11 1150 SERIES TJI'S JOISTS 0. a 16" 0 I �j I D • p; I I 11 UNLESS NOTED OTHERWISE • 12' D F ! 4x1 7F ; xlea" QF•2 I— I_ I 1 , I - 1 - o `7'' 11 2. SOLID BLOCKING NOT TO EXCEED I I I �+ I 4x12" d F 1' I I I 10 -0" D.C. 1' ; 1 ' I I CANT Q I 3. ALL BEAMS ABOVE PLATE TO in i Q JOISTS Q I II HAVE MFG. MTL. HANGERS. TYP.) g- I I ; I rt cL I I I I � IQ ; ,a i I 1 {1 61 �� - I II I , 1 e : r.-=- -- 8 ' - I I 1 I I ' € 3 - + 6. M °Z I BLK' TSE LEGEND O, ;x }} 7 01F ( i I C IOLDOWN PER SCHEDULE ■ II 4 :0",12F.2 I ,, JI PARALLAM F.571 I I I I I t , IT I 11 . 1. C y S = S HIEARWALL PER SCHEDULE �' ' 11 20F � I P _ RALLAM PSLJ 1 m AB ANCHOR BOLT PER 0 II I i ir- SCHEDULE t j t j ( it = STRUCTURAL DETAILS PER 1) Q , 0_ 0 _ I TSE SHEETCS) _1 Q11 I I Q W� W W I til I I I 1 0 r� • .° Q rL° T I I _ 1 i i W a X x `I Q I 1 1 i � 0 mn 1 mn k (] � 6 4 "x 9 2� FV 1 4 G_BI - CITY Of iUKW4lA II I 11 II 1 6x8" DF"2 111 L YED I '' II 71 x12° F"2 4 •1 0 , MAY - 8 - I ' f1 - ELK'._z t 2002 1 WILD d r�Q � J � � Ix i� - Q LD si FL u Et r7: •l " N DATE: REV.: 02/02 RECEIVED CRV OF TUKWILA DRANRJ: APR 1 0 2002 PERMIT CENTER FL. FRAME SHEE s� OF . 4 2) 0 2 O2—OO 7 PLAN NUMBER: 070301 •CONTRACTOR NOTE= 411 Dimensions Shall Ee Checked And verified Prior To Construction- To Reorder Plans 1,8111642-3615 COPYRIGHT CO 2002 CRANE DESIGN, Inc. • CRANE DESIGN. Inc:. Reserves All I-egal Riohts To !":a terra'! Or This Sneer - Subject To Cr:T.iral Arosecution GENERAL NOTES 0!lyt<<'62 • ALL HEADERS TO BE: IIII :TttW 6x8 DF•2 (2x6 STUD WALLS) (UN.0) -.-g 4x10 DF (2x4 STUD WALLS) (UN.O.) ..-.5.4g- � z . -- • ALL EXTERIOR 4 GARAGE WARM z�;.`r °te 2s_4a WALLS TO BE 2x6 STUDS- (U.N.O.) 2. i • CONTRACTOR SHALL CHECK AND - It _ -2 VERIFY ALL DIMENSIONS PRIOR `: TO CONSTRUCTION. a°z -1,1 Sail • SEE SHEETS 5 -I THROUGH 6-4 F _ 51.1J1 I 5WI FOR CONSTRUCTION AND NAILING -r-r.. - = - re SPECIFICATIONS. 'rh 40 _0• GUTTERS a DOWN SPOUTS TO BE a6z : m / PROVIDED AS REQ. BY CODE. X ititt riiii31 12' -6" / II' -0" 16' -6' � e • ALL BOLTS MUST EXTEND 3/4' MIN- ABOVE DOUBLE OR SINGLE 7 S'-Si" / / 3' -2" / / S -4• -/ MUD SILLS FOR WASHERS AND NUTS. .1 1 • • EXTERIOR DOORS TO HAVE MAX. \ 5' STEP WITH MIN. 36" ' \__. I ! DEEP LANDING PER SEC. I 50 L 1003.3.1.6 U.B.G. 4 _� 5 m 3� XO (SG S 4 XO X N PROVIDE FIRE STOPS o ALL I 3'x5' CONCEALED DRAFT OPENINGS I � PER SEC. 108.2 U.B.G. -, Se TUB "ER OWN' R ALL SHOWER ENCLOSURE DR. m TO OPEN OUT, IF NOT SLIDING, BEDROOM 2 12 II 6 �'I? 1'-6" TO BE SAFETY GLASS. - -1" -0 2` - I • PROVIDE Ex POST OR 6' CONC. \ -- M. BAT1 - " I ,, MASTER CURB TO PROTECT HOT WATER n HEATER 4 FURNACE FROM VEHICLES. BEDROO • 45' MIN. LAP SPLICE s DEL. TOP �� � < Z I U J IlmvsD� � EFViO I � in PLATE SECTION 2320.112. o 2 A OO VAULTED GLG. n . MASTER BEDROOM 6 SI -PASS 1 - /fi I n ,, -- \ I SMOKE IDETECTOR cv i Ra� - - - _ I 4 T \ 5,_41" i 4 -U - \ , fl` \ SMOKE DETECTORS TO BE INSTALLED 2 2 4 3' - 3 t 6 / N ALL SLEEPING ROOMS 4 AT A POINT 3 . umvsD, 3 6 3 4 t / CENTRALLY LOCATED IN A 1-IALL OR AREA L H HA AL PROVIDING ACCESS TO A SLEEPING ROOM Ia . I W 6 ' - I ALONG WITH DETECTORS CENTRALLY I LOFT T { f S �u c, C J INTERCONNECTED U1/ BA TERY --UP. , BEDROOM 3 a 41 Ch , NE R a, h s �ti ,,,___<13I I n i t t _ I I I MEGH � ; _ _ — , VENT _ 1 S n l I RaS Ras ` v I ( = ®® I LOCATION MINIMUM 25 W.G. OPEN AT E V ms I mix N I KITCHEN FAN ( I ) I00CFM S 5i -PASS ,/ O O - I I a I BATHROOM FAN ( 2 ) (WNF.) 50CFM - i 36" H. HALFWALL l � I f -, j 2 ° LAUNDRY FAN ( I ) 50CFM Ras C \ I 1 v/ \ WHOLE HOUSE FAN 0 50CFM (1 -2 edrooms) - �/i 1' -2I' IlmvsDO _ _._ _ - P` I (choose one) ,E3' 36' H. HALFWALL \ �nmvsp I Z O 30CFM (3 bedrooms) I -I � \ I Cr • 100CFM (4 bedrooms) I BE DROOM 4 0, � f OPEN U - Q 120GFM r5 bedrooms) LL O I EN " � NOTE: �' m BONUS w c� 'U I I R OOM F- - I00 CFM WHOLE HOUSE FAN WITH 24 HOUR TIMER SWITCH HOT WIRE C3J 1m3'FX - - I I- - I AND UNDERCUT DOOR FOR AIR FLAT GLG LN _ PASSAGE TYPICAL. T I 11 V I I 1 . .. ' 0 A . m f m 6 o J ' > C SM 4 I CSMT ■ 4 I /IS I •' -1" / 1 4 FX 5 4 IXO 1 4 X 0 j ,<\ ,fR j K\ n TSE LEGEND 1 CITY OF TUKWItA I . BLDG. LN. BELOW I Z APPROVED 3,_g�• I 4 . 4 . 3 S 3 . g . 3 . q. 3 5+--° — — m ! '' c / / / / / y= MAY -8 2002 2 1 1 2' 1 " HOEDOWN PER SCHEDULE y I' -L" / 2/ 5 ' -11" 2/ 14' -5' / 2' 6" AS WILD 40' -0" s(NL3*5 DiVMBttN•1 /Th / SW_ = SNEARWALL PER SCHEDULE 0 i SW4 SLUZ S�? - AB ANCHOR BOLT PER I SCHEDULE STRUCTURAL DETAILS PER - TSE SHEETS) DATE: REV.: WALL LEGEND 02/02 RECEIVED ® 2X6 WALLS clTroFiulcw f (�� �� /.� , �. 99 I -- - - -- - - I 2x4 WALLS APR 1 0 7002 DRAWN: ii i t s•JEl FLS)I) I'LL, 1/ PERmir CENTER PS1 NOTE: UPPER FL. ELECTRICAL OUTLET O REFER TO SHEET NUMBERED REFERNCE. FOR AND LIGHTING LAYOUT NGE. - SHEET aft e t) . • E3Y OWNER aP , 7 PLAN NUMBER: 070301 •CONTRACTOR NOTE: All Dimensions Shall Be Checked And verified Prior To Construction. To Reorder Plans I(371)S42 -36 5 _ COPYRIGHT© 2002 CRANE DESIGN, Inc. CRANE DESIGN, Inc- Reserves AII. Leda' Rlghts To ^^arena! On Tns Sneer - Subject To Criminal Prose_,.t;on 'c` to a . fit -ei L r A (IMP.) /� tig�3 - MFG TRUSSES 9 24° O.G. / ' t . STL1B SCISSOR TRUSSES a 24" O.G ` a it = `a 1 TRUSS NOTES 3 `_ 1-. sgdz=ar l i I I I ' !' I I� SHALL CARRY MANUF. STAMP t BE M .' .<< _ g-i2 F INSTALLED _ 4 BRACED TO MANUF. 4C e x8" -- - 6x8DF "2 6x10' ` I SPECS. 4_« __: OI I I I II WILL NOT BE FIELD ALTERED V I � II I I ' APPROVAL OF ENGINEERING CALCS. WITI-IOUT F'RIOR BUILDING DEPT. cvl I • I I SHALL HAVE DESIGN DETAILS 4 - - ' I I DRAWINGS ON SITE FOR FIELD I I , I I INSPECTION. N it di • i I 1 ALL BEAMS A HEADERS TO BE 6 X 8 OR BETTER UN.O. - II I PROVIDE SCREENED BLOCKING OVER II I I _ I II • ' I SUPPORTS. I j I! I I I I I I I X 12' O.N. SHADED AREAS = FRAME OVER II 1 © MIN. 22"x3." I I I it I I ATTIC AGGES' I �I _ I 1I I I I I R OOF NOTES: 11 I I II (l I MATERIAL: COMP. ROOFING \___2 ! I 1 ' II Ij II I PITCH: AS NOTED (7,.; ( 5) I I II i 1 I ) I OVERHANG: AS NOTED o I I! 11 I , I FASCIA: Ix8' RS. I RID. E � - it 'I I 7 . I- V Cl 1 1 II I i I I I 1 I I CZ ROOF SHEATHING TO SE 1/2' MIN. SPAN I ' I II RATED (24/181 WITH 8c1 COMMON NAILS it SPACED c/c AT PANEL EDGES AND 12° c/c I l , II . li IN FIELD. USE A SIMPSON °H1° ANCHOR AT I, EVERY OTHER TRUSS. . I I II j ; = I I -DE TR mo'. li 11 = _ " I TSE LEGEND I I 'i li - - - - .� } ( NOLDOWN PER SCHEDULE i I I „ _ • - A 7. 14 I II i I 1 SW_= SHEARWALL PER SCHEDULE • I ©— © ` _ II i �I ! �� { I MFG. SCISSOR TRUSSES 9 24" OC. AB = ANCHOR BOLT PER SCHEDULE �v <� 1 0 — n = STRUCTURAL DETAILS PER `H' j II Q I , TSE SHEET(9) — I 0 I����1► P 6x DF"2 --.1111,I2 7.12 No- I llll L p A h ATTIC VENTILATION G. TRUSSES ' 1 I I � ] :12 7:12 fr SCISSOR RUS _ 24" O.G. II II 1( mm SQ. FT. 144 / 300 480 SQ. IN — p t . LOW - PROVIDE 288 SQ_ IN. +/- . '��� t I 1.-11C71-4 - PROVIDE 288 SQ. IN. +/- t 7:12 _ ���I 11' MI I 1 ONTOxB DF G'T�ox I I I 6 � pa 1 6 f Q0 +6 . j c) ,sj 2x12" RAFTERS s 24' O.G. Q CITY OF TUKWIU APPROVED MAY - 8 2002 AS PoUIED 6!RLDNG DEV VON I re 00 I ,- 11,,1: I�, ( / 4 " NOTE: DATE: REV.: O REFER TO SHEET S -3A FOR 02/02 NUMBERED REFERNCE. RECE:ND CITYOFTUKWILA DRAWN: APR 1 0 2002 PERMIT CENTER ROOF SHEET OF . 4 3 4 ) 0 2, ...0 90 PLAN NUMBER 070301 - 'CONTRACTOR NOTE: All Dimensions Shall Be Checked And veriFied Prior To Construction. To Reorder Plans 1!811)642-3615 COPYRIGHT© 2002 CRANE DESIGN, Inc. CRANE CESiGN Inc. Reserves A.'. �e R; 'o ^'titer - a' . On 'n,s Sheet - Subject .o Cr.. ;tea! °ro <e_..,, ` -6- _ 1.-' y _` L `� c $ ¢nom uPf6 L 6a se c 6 ¢ E fro s t ritittliiiiSE I NOTE: REFER TO FRAMING PLANS AND SHEETS 51 THRU 54 FOR TYPICAL CONSTRUCTION AND DETAILS. WEATHER PROTECTION UNDER ROOF MATERIAL 4 I EXTERIOR SIDING AS PER SEC. 1402 U .B.C. TYPICAL INSULATION: (UNLESS OTHERWISE NOTED) CEILING: ELECTRIC - R - 33 GAS - R - 30 WARM WALLS R - 0 (2x4' WALLS - R -13) I I FLOORS: ELECTRIC - R - 30 GAS - R - 13 II TOP OF RIDGE i ■ COMPOSITION ROOFING ON 17 FELT UNDERLAYMENT ON 1/2 COX CJ' I- IEAT -4:NG +i pr.. m L io Ii i i ii MFG. TRUSSES a 2 O. C. ■ II 11111 'Iii II 1 Iii ° .a ■ ■■ "7" ■■■ ■■■ 2ND FL OP PL . HI ■f�Nf■1 ■I ■IN ■I■f■1�3 ■3■I ■! ■1� • 1 �7 ■T • ■. ■ I .1 3 �3 ■ f ■3 ■ 3 � 3 � 3�3 � 3�3 � 3�3�3■3�3 I E /S" G.W.B. 3 CLG. INSULATE PER CODE s I. I/2" G.W.B. a WALLS f m BEDROOM 4 BEDROOM 3 11 BEDROOM 2 1 $ co ` w m 1 2ND FL. FIN. =L . • ISO SERIES 'I JI'S 1ST FL. TOP �L. ese 1 edt E 2 X 6° STUDS e 16' O.G- (MAX_ 2 O.G.) 7:' OSB_ W/ vAPCR BARRIER Ii Q I 1 LIVING IROOM IN ING- ROOM KI-CkEN a o I I m T 3/4' T4 G- PLYWD 0 (GLUE f NAIL) I 1ST FL- FIN. FL. �J88866Z;� M : 6' '2x10" ,-IF JF .16' .;C. : t (2.5 SL2S 2idZR9 • APPROX- GRADE_ • CRAWL SPACE 6 MIL. BLACK vISQUEEN ' L2 1 J • I LLLI " 7 7 CITYOWD EC T_ • 1'' TVE- IF; ;,@ if 1/ MAY -8 2002 -- AS wiIiO i_oii4 1Vt510N DATE REV.: 02/02 RECEIVED CITVORTUT0[3 DRAWN: APR I 02002 P PERMIT CENTER SECTION 2 0 2 SHEET ign, 7 OF 7 PLAN NUMBER: 070301 • •CONTRACTOR NOTE: 411 Dimermions Shall Be Checked And verified Prior To Construction. To Reorder Plana 1(011)042 -3015 COPYRIGHT© 2002 CRANE DESIGN, Inc. - . CR.4NE 7. .r.s. Reserves WI Leo. Ricirrts To riat, I C M. S - Suoject - 0 C ■ - . - CSeCutt 0,, ;i1::le ti il:Irttg a r. . IleIalleii iva sip:CI:41N f..:ifiVi=Y5E. /Zpi el g r 4110 3 114fRtzet ft11Wk4 g.. iigatitqs24 ntitzagitca • i - 1 - • - • ■-.- ..- . 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".-. i DAE: m m I T - . r - 7 I i _____4( crARA, 02 /02 , APR 1 0 2002 / - ' ‘.., t FRAMING PLAN 1/ \IA . , ,, ,'' F L • ' I" lit' [1. LA r ' ... A 1 / 4 " FOUNDATION PLAN 1 / 4C - " PERMIT CENTER ,.........„,d 1 . (W/ BONUS ROOM) (3 CAR OPTION) OPTION i I NOTE, 1 1 (Th REFER TO SHEET S FOR , ZrO 0 f V . 7 - - • 070301 'CONTRACTOR NOTE. All Dimensions Shall Be Cracked And Welt Prior To Construction. ____ ___ To Reorder Plans ilESTU642-3615 COP 2002 CRANE DES1GN,_ Inc. I STRUCTURAL NOTES SHEARWALL SCHEDULE - SHEATHING SHEARFLC'N TE GENERAL: MARK SHEATHING REMARKS SHEARWALL PER PUN EDGE NAILING NAILING ALL METHODS. MATERIALS AND WORKMANSHIP ARE TO CONFORM -0 THE I ROOF SHEATHING (SHEATHING NOT SHORN) UNIFORM BUILDING CODE AND STANDARDS, 1997 EDITION (HOC '07), AS ODE _ 15/32" PLYW'D I I S LL NAIL SHESHEATHING AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION. -W1 ONE SIDE 1 8tl P 6 o.c. 16d ® 3" o.c. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: I M OR ROOF RAFTtR FG ROOF BUSS I II II II t ( /!O FOR _ BcoCKS Its ENGINEERING H.) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL 5\42 '.15/32" ?L: N'D I H // H AILING EDGE NAIL'NG ELEMENTS HAVE BEEN INSTALLED AND CONNECTIONS COMPLETED. ; ONE SIDE 3d A S -c. :6d 0 5 '/2" .c. / HEADER -/ GABLE END TRUSS d.) ELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND 1 j / OR RAFTER r+• --��� •- -•—^ -, 1 N.E •78 ih ST.. uite ;01 EL=VA0ONS BEFORE PROCEEDING WITH THE WORK I 15/32" PLYW D ^+ SW3 ;ONE SIDE 3d '� 3 Pc- ' 6d 4 " o.<. SEE NOTE 5. NOT USED % I ' • SHEARWALL - I Woodinville, WA 98072-8702 o.) BRINGING TO THE ATTENTION JF THE BUILDING DESIGNER ANY CONFLICTS I V DIMENSIONS, MATERIALS OR NOTES SHOWN ON E FLANS. I / DOGE NAILING �\ j • S MPSDN lSA21 I K25) � 481-8601 FAX, 4$1-6371 d.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE 'NITH �SIMPSON tit AT I 10 d ®6" o.c. 1'PIG.L/ IOC * + -1/2" I HST 32" FLYW'D . I ONE SIDE SW. 3c1 2" a.c- ?6tl 3 3" a.c. SEE NOTE 5 MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS 2x BLOCK --/ / I EVERY OTHER TRUSS MA (l'PIGL) i DR RPF'ERAFTER Od ®6 _ CS a. \ WINDOW MATERIALS, MEMBER SIZES, NOTES ET WS SHOWN ON THESE STRUCTURAL 115/32" P,Ri'D '6d 0 5 '/2" o.c. I j n JJ r P LANS ARE SPECIFIC F THE PROJECT AND T AKE PRECED OVER ANY S 18d SEE NOTE 5 NOT USED • _ /OPENING CONFLICT WITH 'HE STRUCTURAL NOTES THAT FOLLOW. !EACH S IDE 2 ROWS C ZING STUDS EDGE NAILING i cHEARWALL �DESIGN CRITERIA: 1 -w6 5/32" PL`1v D 3d 3 a.c- 60 0 A ,.c. S EDGE SOUND 2x6 NAILER Z EE NOTE 5. FLOOR LIVE LOAD 4 0 osf (with other five coos it accoraance with I LEACH SIDE 2 ROWS / '' , ! CRC '97. ,able :6 -A) SHE ARWAL L SHEARWALL >x2 FLAT BLOCK SNOW LOAD 25 osf SW7 75%32" ?LYW'D 8d C 2" a.c- ' SEE `TOTE 5. NOT USED t6d PJ 3" o -c- I ._DOUBLE TOP PLATES I (TYPICAL) WIND VELOCITY 80 HER Co x 3 I 'EACH SIDE 2 ROWS 'ER LAN I SEISMIC ZONE 3 °ER PUN VOTES: -'DUNDAIIONS: SCHEDULE •S BASED ON 1997 UNIFORM SUILDING - ODE =OR SEISMIC ZONES 3 3c 4, • AND ON WOOD =RANTED WALLS NI, 2x4 (MINIMUM) HEM -FIR STUDS . 24' o AT D END =00TINGS ARE TO BE PLACED ON UNDISTURBED :NATIVE SOIL WITH AN ASSUMED DESIGN 2. SHEATHING ,S TO 3E SPAN RATED 24/0 MINIMUM " >ND MAY 3E PLYWOOD OR OSB. 7,'P'CA _ L ROOF ,NAL_ CONNECTION ION - TYPICAL DE _ ` AIL Al 'CABL'E END M — C �� BEARING CAPACITY OF 2000 osf. EXCAVATIONS ARE TO 3E TO THE DEPTHS SHOWN 3. SHEATHING T HICKNESS MAY 3E REDUCED TO 3/8".3R T /16" PROVIDED STUDS ARE r1 v " . --! NALL OPENING REINFORCEMENT AT SHEA.RWALL ON THE PLANS AND ARE TO BE TREE OF STANDING 'WATER. OVER EXCAVATIONS ARE -0 . '6 c MAXIMUM. ` ^. t' -J' -o" 3E BACKFlLLED WITH LEAN CONCRETE .f'c 2000 osi) OR COMPAC FILL IN ACCORDANCE SHEATHING S TO 3E DIRECTLY AP °LIED TO STUDS AND ALL EDGES BLOCKED. �, / CD ' /2'=1' -q" W ITH RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER. 1 STUDS ARE TO 3E SINGLE 3 NOMINAL OR - 'iICF.E': AT .ADJOINING PANEL EDGES AND SHEATHING NAILING STAGGERED OR SW3. SW4. SWS, SW6. 3r SW7. STRUCTURAL CONCRETE, _ ALL NAILS ARE -0 3E COMMON WIRE. SHEATHING NAILING AT INTERMEDIA TE SUPPORTS 'S TO 3E 3d ALL CONCRETE IS TO BE MIXED, PROPORTIONED, CONVEYED. AND °LACED N 3. SHEATHING NAILS ARE TO 3E DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE ACCORDANCE WITH UBC '97, UBC '27 STANDARDS AND ACI -301. MINIMUM DE - -E SHEATHING. 28 DAY COMPRESSIVE STRENGTH ':5 TO 3E 2500 osi. REINFORCING STEEL IS TO BE GRADE 40 DEFORMED BARS PER ASTM A615 WITH DETAILING, =ABRICATION AND PLACEMENT PER UBC '97 AND AC-318. 1 HOLDOWN SCHEDULE I 'NTERSECTIIVG CONCRETE WALLS ARE TO WAVE A CORNER BARS 'WITH A MINIMUM OF , '8" OF EMBEDMENT AND SPACED :FI SAM A i iE 'NAL_ -TORIZONTAL REINFORCEMENT. 'AARK j =CLDOWN 1 WALL STUD j ANCHOR I REMARKS 1 HOOD ROOF TRUSSES: I I (SiMF50N) I ?LICKNJESS I SPECIE NAILS /BOLTS BOLT METAL PLATE CONNECTED WOOD TRUSSES ARE TO HE DESIGNED BY A 'WASHINGTON STATE 1 1 ' I ! I UPPER ',OCR ��. L UPPER FLOOR -1 • - rAHD22 HF 76 - PROFESSIONAL ENGINEER IN ACCORDANCE WITH ANSI /TPI '995 'NATIONAL DESIGN I SHEARFLOW NAILING AE ^ ;4EARFLOW NAILING PER STANDARDS FOR METAL -PLATE CONNECTED WOOD TRUSS CONSTRUCTION" AND UBC 37 I UPPER FLOOR -1 SHEARWALL SCHEDULE ,PPER OOR --�1 , / AHEARWALL SCHEDULE • :METAL PLATES ARE TO BE COO APPROVED, VERIFIED 37 A CURRENT REPORT NUMBER. S HDi ORJ C ;F 12 I SHERRWALL I( SH.EiAR.ALL TRUSSES. INCLUDING DRAG T RUSSES AND SHEAR =BANES. ARE 0 3E °CANT ',RICA:. 2 8 -I Od PER PUN 111 BY A MANUFACTURER IN COMPLIANCE `WITH JBC '97 SECTION 232 � HE BUSS MANI.FFCTJRFA ° -/`N - MANUFACTURED MANUFACTURER IS RESPONSIBLE FOR VERIFICATION OF ALL TRUSS / LENGTHS PRIOR TO TEMPORARY I :RIM =OPRD I RIM BOARD FABRICATION. THE TRUSS ERECTION CONTRACTOR S RESPONSIBLE CR ALL MPORARY -.3 ..T- 1014RJ I = �8 Oc I BRACING DURING 'INS LATION AND =0R ALL PERMANENT BRACING IDENTIFIED ON THE I I 1 , / � � - 1GOR SHEATHING ;PPER 1004 L • / I - =' -O0R SHEATHING TRUSS °LANS '0-SDS I 1 I PPER FLOOR x_ � �E4RWALL a ./4 ,_ _ SSTB20 "" - HEARWALL /. ;F D "WOOD DIAPHRAGMS: I SCREWS I I VOT 'USED EDGE . NAILING N� D ( 1 G NOT SHOWN) ROOF SHEATHING 0 'SIZE SHOWN ON HE ARCHITECTURAL PLANS 5 '0 3E SPAN RATED - - , N I I TO B CONTINOUS UNDER '_4/16 MINIMUM OI4EC L:' NAILED T O SUPPORTING BUSSES OR RAF - "FPS NI`H 9d COMM./ ��BA - /2" 'F` 1(3)'/3" c� ,S iVO USED I. JI 1 JI'S LEDGER 6 nc AT ALL EDGES AND 8d COMMON -:< a.c. AT ALL :N ERMEDIATE SUPPO - I �, I 1 0- MAY 3E VAIN BOOR BOOR 0 ! :JOIST MAY 9E ^ PERPENDICULAR 4 SRrLO'N VPENDIC_.A_R �� \LAIN =LOOK-' . ° L� I / -3 -L6d 0 EACH STUD =LOOR SHEATHING 'SUB- =LOORING) OF SIZE SHOWN ON HF ARCH - EC - LIRA. PLANS S - O j - o I -310. /< DEL I(4) 7/8' EST328 NOT USED - . EXT. HALL! Iu �`NO m� N - 0 EXT. NALL) 3E SPAN 1 ED E oc. ' &C DIRECTLY CLUED AND NAILED C EDGE NAILING I - -ROOF =HTG «/ .ED SUPPORTING FOISTS 3R HAMS vl H 10d COMMON . C' - L DG AT AES AND - I MAIN 5..0 - DNTINUDUS NAILER w \ _ NAILING - 0 _EDGER GE 'Od COMMON . '2' o._ AT N ERMEDIATE SUPPORTS ^^ HEARNALL 04 ---/ AWN =COB SHEARFLOW NAILING ` ALL SH - EAT -' NG •S TO SE _AID JP NI ri - TIE ACE RAIN PERPENDICULAR -0 HE SUPPORTS. I �JGE V;tLI`iG I °ER SHURwALL SCHEDULE - �i C O ?O C E�UL_ WM - LCOR \ o- NALL -0P ° ATE / S- EARWALL ' I �A METAL CONNECT SCR NCOC: ARK CAT= ANCSCR ! ,MARKS. _ PER PUN :JAL. Tu`r TES j NOTE •SE HIS JET. WHEN 'LAIN ,uDR fI I ! - HE M ^,DE. ')UMBERS OF NE A I, I CONNECTORS S WHERE EP_::. LV - -.E 'SANS �HEAR'NaPL ARE .+OBE 'S MANUFACTURE) BY SIMPSON STRONG IE ,OMPA NY 'NC S 1 I' /� ,ic. A.B. t 32' 3. - .. ONTO C I MBcR -- N 4' '�� NOTE: S DETAIL WHEN ; SHEARWALL PANEL EDGES ^0 NOT `2x6 (MIN.) LEDGER BOLTS .PIE "O 3E 5507 "O W MASTERS AT ALL NCCD > Pr ACES 3ESEv H BEAD - 1PPER AND MAIN 'COORS- ,.E ONTO COMMON MEMBER '`� ""--• OR TRUSS TOP CHORD CR NUT. BOLT TOLES ARE - 0 HE • /"6" CHEATER •N DIAMETER BAN MOLT DIAMETER. 3-< - - a .; p_ 0 � •5^ NOT JSED BETWEEN L'PPER AND MAIN FLOOR. NAILS ARE TO 3E COMMON WIRE NAILS AND OF )UAW N SIZE, LENGTH AND TYP " AS SPECIFIED BY SIMPSON. - ' HOOD ROOF - PUSSES ARE 0 3E =.7S,-',...- --,TE ':NE .vlT NE -- A.B. C' B _-c. SiM50N -T7 HURRICANE IE A - _c NAILS ARE - DN HI RE ' I �. \i�.t �r - - '.I \ r `�T' \ OER DETAIL project title: Dry �W: I INAL_ DETAIL . CF ON; n _ =D J NCCC FRAM'NC: ANCHOR 3C -'S '/2" ova. 0 A8" c S NOTED OTHERWISE ON :ALAN. �I /t NIO�(1 Z,' -NI c 1 _ 1 UMBER 0 9 -T - F �F 7 -T R EXC vAl STUDS MAY 3E T STUD GRADE & Lt \I LAN #07 V SILL ',TES HF #- NH.. -. •101' SPECOFIED ON THE PLANS: _., ASHER 0 _E _ x o.; COLUMNS IN 4A RE U BE .2) 2x STUDS 3F HE SAME .ANDTH AS - HE '.HALL - - , =LATE MASHERS C AND SPIKED ' GE" F. WITH :Cd g •2 .c. '.UNLESS VO OTHERWISE) SE #3491 J.j =LOOR FRAMING PARALLEL TO INTERIOR PARTITIONS 5 0 HAVE ONE FLOOR .HOIST DIRECT, SENFAIH EACH P.ARTTION LESS THAN ONE HALF SPAN 'LENGTH AND TWO JOISTS WHERE PARTITION EXCEEDS ONE -TALE HE SPAN LENGTH OF sheet title: THE JOIST. =DOOR JOISTS ARE -0 SE BLOCKED AT ALL LEAVINGS. STRUCTURAL NALL TOP PLATES ARE - 0 HAVE STAGGERED SPICES A MINIML'I.1 O r - -D" - °ART AND SPIKED - OGETHE3 •N T SPLICED ZONE NTH '6NiMUM OF 5 - :6d SINKERS. e.) WOOD N ODNTACT WITH - HE WEATHER. S01L, CONCRETE OR MASONRY S - 0 3E PRESERVATIVE - REATED. SITU. AB, NOTES AND ., SOLATED u:AS ARE TO HAVE • A " "HOE COL,. COLUMNS N NAL,C AVE - 0 HA "_.. •- 3P. "RC" "'PEPOST CAPS. ,E,,WALL PER PLAN (SH G NOT GOWN =OR CLARITY) D ETAI L _ S ECS NAILNG SHEARWALL - � i -c .. _-EARVJAL SCHEDULE revisions: EDGE ,NAILING I =OR CONN. Or SHEATHING I I :2I 2x6 3?, >x6 -; c" RASH TED — ;OLDOWN SCUD o HOLDOWN uBF! OOR , STUD J ^IF.` I I' G 1 — I P ER PLAN SHEARWALL O SUY1ti 2xo STUD ++/ -� 1 _ RAP TYPE ;OLDOWN 1 00 2 O.C. —' . s =UL_ ENGTHC L�� PER PLAN ', i R 04EU =.00R (STAGGERED) � . - � UPPER FLOOR ` _ Mav a 2aai .7 1 FULL DEPTH SHEARWALL ' 00 0 ` BLOCKING TM yUti.D RIM HOIST BLOCK ` EDGE NAILING ` ( .� I� UPPER 1008 1 A FLOOR SHEATHING - � P... ILL PLATE i \ ___ RIM JOIST f TOP OF wi ANCHOR BOLTS - .NC. WALL ' PER FOUNDATION / I MAIN FLOOR .S,HEAiR- TJ ( PHA 2x6 BLOCK BETWEEN / ! =LOW NAILING PER NC E: z3 ®� ! JOISTS AND NAIL w j S 16" '.`. 1.__. HEARWALL SC, SCHEDULE SHEARWALL- hob MIN. REINF. 10d 'JO ?�� O.C. =ROM .,I designer. KR SHEARFLOW NAIUNG SHEARWAL! PER P. - PER SHEDR'WALL SCHEDULE \ I (PER HOEDOWN BLOCK TO TOP PLATE // x \ —MAIN FLOOR SHEARWALL ��• PR PLAN '� MANUFACTURER'S - — FLOOR SHEATHING SHEARWALL -1004 SHEATHING REQUIREMENTS) // EDGE NAILING drawn KR \ -FLO i ( DBL. TOP PLATE C 1 \ PER P L CERR OFE7UKWT,,n EDGE NAIUNG\ FOUNDATION WALL ' / checked: TLP I� _ HEIRWALL • RIM JOIST \Ip TOP OF ! _ 4 BENT AND PER °LAN G PR 2002 I" RIM JOIST I " FOOTING ' � 'NALL MP PLATES E 6I O FLOOR JOIST W 1004 JOIST . IN II (� p EDGN' PERPENDICULAR ) DERPENDICUTAR FOOTING MAI FLR PERMlTCE,Ten X Q? - JOISTS MAY BE IN date: O/167 EDG NAILING i - To WALL) PLYWOOD II ∎ • To WAIL) PER PLAN I sHF FILLER ' ''.."*.°'11i--....- '' PER PLAN scale AS NOTED ! 2.6 P.T. SILL PLATE 2x6 P.T. SILL PLATE I• w/ ANCHOR BOLT SHEARWALL w/ ANCHOR BOLT MOM PER PLAN EDGE SOUND PER PLAN s" I. CONCRETE G filer 3491 -1 FOUNDATION w/ FOUNDATION w/ f �, REINFORCEMENT PER REINFORCEMENT PER sheet #: P I T ` H LOCAL JURISDICTION LOCAL JURISDICTION OFFSET SHEARWALL DETAIL SHEARWALL DETAIL 0 FRAMING DETAIL 0 FRAMING DETAIL (OPTION) 8 HOLDOWN DETAIL O O _, o - _ T E l _ -1 111 e . II!) 11111) __ i - TsE ENGINEERING 12810 N.E 178 ST. -Suite 101 oodinve+ 80— 4 481 — WA 4 F14 0 :4 - 1 -637 1 ' /2 MIN. f SYM :gT i 22 1/2" MIN. r CONTINUOUS )FADER • { . ,PER PLAN) CONTINUOUS HEADER / (PER PLAN) I I — _ / — 1 . 2 -t /2 3d O S O.C. NAILS I ' ROWS I i i 3d d 3' O.C. I ,- l i - I 2 sows I I HEADER 'ER "LAN S TRAP OE: SIMPSON MST27 I � ( I ) c BL STUD ! —, .Y/ ',16d1 3 GA. I I I-. _STRAP DE: SIMPSON MST27 �1E STRAP: S' ON :,1ST2! (TYP `�j `MAY 3E APPLIED OVER SHEATHING) JBL. STUD I -1 - �V/ (15d) g GA. x 2 -1/2' NAILS 1 + J Ni 30 6^ NAIL_ \I ,MAY BE APPLIED OVER SHEATHING) 1 1 ( SHEARWALL PER PLAN /16" SPAN RATED SHEATHING .c j t • 24 /0 MIN. w/2 ROWS OF 3d 0 : 7/16` SPAN RATED SHEATHING II STRAP PER PLAN AT PANEL EDGES (1 ROW OF NAILS 24 /0 MIN. w/2 ROWS OF 3d 0 3'o.c. - It / 'NTO EACH MD AND Sia PLATE). AT PANEL EDGES (1 ROW OF NAILS !I t 3/8" , , ' SHEARFLOW F PANEL iS NOT CONTINUOUS, NTO EACH STUD AND SILL PLATE). I i /.. _?HOOD w/ ,NAILING PER BLOCK PANEL EDGE w/A SINGLE :F PANEL !S NOT CONTINUOUS. I NAILS D.C. SHEARWALL I j 6 ND ATTACH EACH PANEL EDGE BLOCK PANEL EDGE w/A SINGLE jt SCHEDULE I SHEARWALL EDGE `!AILING C BLOCK ROWS OF 3d 3'o.c. Ax6 AND ATTACH EACH PANEL EDGE I - 0 BLOCK w/2 ROWS OF 3d 0 ? t I SILL �'UE_ \ 111 �oLDGWN PER ALAN I cc P 1 x ?OSTS OR ;2 2x STUDS �� t i„ ♦ _ I, SILL xi _HIES MI�� I 1 HOLCOWN PER ?IAN I I. ;NC -G OLT Z) 5 SHOWN /2" — I: — Ii �x ?LOCKING ? /OOD ;LINTS ca `0" _ONG «� ` t /2' da s G LONG t 3x2x3/16 ILK 'LATE WASHERS �, ANCHOR 30L 2) AS SHOWN x/ II ' L_ 2x2x3/16" 'HICK PLATE ';:ASHERS II l I _. ` j — Ir JOIST HANGER — CONCRETE 0UNDATON NALL t ; VOTE =ONIINUOLS FOOTING L =GNC 'OUNOATION NALL li � I RESTRAINT .? : R L BEAM PER PLAN 'RON1D , 'B" JCwE I _ x/ CONTINUOUS FOOTING y I ; ;I RESTRAINT '.ANEL P40VIDE -4 'g"' DOWEL =ROM FOOTING INTO 'HALL AT EACH HOEDOWN =ROM FOOTING INTO WALL AT EACH HOEDOWN )S -SAL iL PAiN : — = _ ( \ � ^ E "E, . r! .CE SHEARWALL / CCRTI :E DETAIL RESTRAINT INT NEL project title: I PLAN #070301 TSE #3491 sheet title: STRUCTURAL NOTES AND SHE.WALL SA'TC NOT : OWN DETAILS - OR CLARITY) i- f revisions: NALL STUD JBL - ----+ : ' -SE SHEARWALL EDGE STUD MAY SE REC'D. I ! A :AILING FOR C ONNECTON -_ CF SI;T - C ,. STUD SHEARWALL PER P — :SHEATHING NOT SHOWN) '— Si RAP 00rR DEAN j --,NALL 7 0P PLATES z RIM JOIST -- w �PPr: ( -MOOR I READER F . -�—�� HEADER —� — SiEA °hA.1 PER ?LAN SHEARWALL PER P �� TUuW� ., SUB-FLOORING I I I ONE VIN) CONTINUOUS j' I —SHEAR FLOW NAILING E SHEAR FLOW SHEARWALL SCH NAILING EDULE NALL ;'LID "YF _ACH I WA `ER ^EPRLL SCHEDULE °ER . E OF OPENING, I r pV a 1 02 I � SNEN2WALL, SHEARWALL EDGE NAILING , I SHEARWALL EDGE NAILING EDGE NAILING ;C) i TYPICAL TYPICAL RIM JOIST - .11 \N 5 JINDDW `WINDOW I NOTE NOTE: �� _�,n �!j ZOCR .,GIST PERPENDICULAR '0 RIM JOIST 1� FLOOR JOIST PERPENDICULAR i0 p,U�t -d "- � "v" OPENING OPENING jI SHEARWALL a' I1 WALL TO BEAR ON MUDSILL w/ WALL TO BEAR ON MUDSILL w/ .DGE NAILING SOLD BLOCKING BETWE FOIST. SHEARWALL sotto BLOCKING BETWEEN GIST. i I 2l AT BLOCKS INDICATED BELOW EDGE NAIUNG a ATTACH BLOCK AS INDICATED BELOW ,: OE' CS18 w/ :, des) ner: KR :~d COMMON NAILS ANCHOR BOLT FRAMING ANCHOR: ANCHOR BOLT ;OWNING ANCHOR: 9 ,,,ca, �F - !FADER i I j / EACH BLOCK PER PLAN a `} FOR SW5, USE AJSF 0 16" o.c. PER PUN ��'e FOR SYIS. USE A35F ®16' c.c. I-7 ^ 'INTERVENES, 'NRAP j 11 GRADE - OR SW6, USE ' F : 12' °.c. GRADE FOR 5146, USE A35F 0 12 0.. drawn: KR - a AND NAIL STRAP TO I I O WALL STUDS BELOW I _ - I \ -CR _ . JSE A35F ?" a.c. FOR SN7, USE A3 a'c' 5F Q 9" 5 HEADER AND TIE — H T H 4x2 PLAT BLOCK ;T("NIP.; II 1 2xfi SILL PLATE >: ° `� \i /� \._ 2x6 SILL PLATE checked: TLP cITYOF TUKWIU N ����, � / .,1) MST27 - .NAIL SHEATHING -0 BLOCKS �FOUNDAT1 W w REINF `FOUNDATION w/ REINF. AS 0R EDGE NAILING OF DER LOCAL JUR PER LOCAL JURISDICTION HER 1 0 200? date: 08/15/01 =- USE SHEARWALL EDGE I __ —� SHEARWALL NAILING FOR CONNECTION PE RMIT CE NT ER scale: AS NOTED 1 OF slum To EACH SND I SHEARWALL NOTE: 3 WINDOWS AT SiM file: 3491 - FRAMING DETAIL FRAMING DETAIL (OPTION) O TYPICAL FLOOR TIE DETAIL OPENING T O '" =''-D' sheet ULE O NOT WALL S O NING REINFORCEMENT AT SHEARWALL "_'' D" #: • 11 2)0,2 0 .00,0 Si- CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Gamine! Prosecution ° i F - a 2 - i u RIM JOIST RIM JOIST F>•g a MIN. 7 /16' A.P.A. RATED 2x6 STUDS I 1' a`sfgraeF:� SHEATHING I * 3 /4' T4C: PLY. SHT. OR U.S.B. g 16' O . G - !� PT 2X6 PLATE W/ 7/S' DIA_ ` ;°' 3/4' TtG PLY. SHT. OR 0.513. ANCHOR BOLTS (3/16' X Z' X :t�`f�g�_ s Z' WASHER) 4 BOLT SHALL attl rai h / I ~ I 2x4 STUDS g O.G. > a B E NOT LESS THAN 1 BOL •„1, 5. 6d g 12' O.C. N —R -19 BATT INS. 16d g 8' O.G. f R -19 INS. ( I DIAMETERS (4 -3/8') Fr<01 - T g!' � ° `g ' 2x4' P.T. MUDSILL W/ 1/2' DIA. x 10' A$. W/ 1►:: / _ 1 I I CORNER AND NOT MORE THAN �;� °�g I~ / i LOOK JOIST PER PLAN ' '� FLOOR JOIST PER PLAN 3/16' x 2' X 2' WASHER 9 6' -0' c.c. 4 BOLT =.a 0 12' FROM THE ENDS OF EACH a'° y.. d g 6' O.G. MAX. H / i0d s a' O.C. � SHALL BE NOT LESS THAN BOLT DIAMETERS (3 -I/2') FROM INDIVIDUAL FOUNDATION SILL kf.e €.,°• 1 / �� � CORNER d NO MORE THAN 12' FROM THE ENDS OF EACH n a9� -` �s _ NDIVICUAL FOUNDATION SILL PLATE, t MIN. T' EMBEDMENT PLATE, MIN. T EMBEDMENT -�1` Sd 9 6' O.G. EACH /2' DIA. x 10' AB. W/ 3/16' X 2' X 2' Sci 9 4' O - MAX. . y � 's � •• �'�1►��% I� / 12' - "4 CONY. FOR EA. 4' CON SLA OVER a E- a fg 6 (3 ROWS) kl'1 t. WASHER 9 6 -0 MAX. O.C.t BOLT (3 ROWSI y/� 5 /8' DIA, x 10' A$. W/ 3/16' X 2' X 2' 4' COMPACTED FILL W/ . 5__: SHALL BE NOT LESS THAN T BOLT WHERE BRICK �If ♦ WASHER g 4' -0' MAX. t SOLI SHALL 12' OF WALL 6x6 W2.1 x 1112.1 FILL IN SLAB_ =g -5• � 4' PERF. DRN. TILE I� I DIAMETERS (3 -1/2') FROM CORNER VEN. - PROVIDE 1 BE NOT LESS THAN 7 BOLT DIAMETERS 4' _ ° -` % "`-° 4' CONC. SLAB OVER G - R AVEL ►_la6 a.= .Q SET N GRAVEL 1�T t NOT MORE THAN 12' FROM THE ' _ (4 - 3/8 ° ) FROM CORNER t NOT MORE THAN �� = FINISH x N O . gajab g ° 5' LIP 6' UNDER \ 1 _ _.• r ILL W/ 6x6 W2.I x W2.1 W.W. IN S LAB. GRAD Z s g s • €a" �- ENDS OF EACH INDIVIDUAL - -• ;Z° FROM THE ENDS OF EAG� NDIVIDUAL_ m f��:�� FOUNDATION SILL PLATE, MIN. JOIST f FOUNDATION SILL PLATE, MIN. �; � e s 2 � � .. � •t. GRADE is 11 T' EMBEDMENT °1 E°rooms £�� ■ GRADE I • l' E MBEDMENT � g•u• • � L 2x6' P MUD SILL L ° 2x6' P.T. MUDSILL , Z 2' RIG -ID INSULATION (R -10) � / / ? i 24' MIN. (EXTRUDED •/ 1 - •4 CONT. REBAR FOR EA. Ns I (1) - • 4 CONT. REBAR FOR EA. E 1 L q 12' OF STEMWALL E ' I � 12' OF STEM WALL i0 •4 VERT. REBAR'. 16' c.c. o ► POLYSTYRENE) E r� ? 6 MIL. VISQUEEN .6 MIL. VISQUEEN • 12' CLEAR BEAM TO EARTH m 4/J -2 - I VAPOR BARRIER(BLACK) I >i VAPOR BARRIER j `�= C �3' MIN. CO '. 1 ( (BLACK) / CLEAR BOTTOM OF JOIST ` • � \ � 1 • 3' ( 3' (2)- •4 CONY. REBAR q• 8 , l3J 4 REBAR HORIZONTAL - _: ei - p p I �; •r O 3 �- ter_ ICC o�U; r , 3' 18' MIN TO EARTH O, 3' MIN. •4 REBAR g 16'o c. _ -.. o 16' I IF STEM t FTC. • 2 - •4 CONT. REBAR •4 CONT. REBAR •o I 2 - •4 CONT. REBAR ,2. � DOOR FRONTS WITH NOT LESS NOT MONOLITHIC 3' �_ 9 16' O .G. !VERY.) :j % THAN (2) 5/8 x 10' A$. (2) _ •4 - cEBAR LU USE •4 DIA. (VERTJ 12 6 2 WIDE m SHEAR WALL GVER Ca REBAR e 16' O.G. CONTINUOUS T YrF. ONE STOiR FOUNDATION T - G A E FOUNDATION T 'F. BASEMENT SLAB °� T1'I TWO S TORE ' FOUNDATION ® ® CO LLI 2x6° P.T. MUDSILL W/ 5/8 DIA_ g 4' - 0' C.G. W/ 3x16' X 2' X 2' - � QN D R AILS I WASHER) t BOLT SHALL BE NOT 0 LESS 1. HANDRAILS SHOULD NOT PROJECT M E D THAN BOLT DIAMETERS OR HAN 3 i /2" INTO THE REQUIRE STAIR 1 L ') FROM CORNER AND NOT ATTIC VENTILATION i /150 OR 1/300 OF SPACE MORE THAN 12° FROM THE z WIDTI 4 SI�OULD HAVE 4 SPACE OF NOT LESS THAN 1 1/2" BETUJEEN THE WALL - SEE PLANS ENDS OF EACH INDIVIDUAL THE HANDRAIL. FOUNDATION SILL PLATE FOR R OOFING GONST. SEE FRAMING PLAN MIN. T EMBEDMENT ..J 2 THE HANDGRIP PORTION OF HANDRAILS SHOULD NOT BE LESS THAN I 1 /A" OR t ELEVATION W/ MIN. - I/16' APA RATED (!) *4 CONT. FOR EACH 12' OF WALL SHEATHING- UNO W/ S' -0' PANEL LENGTH THERMAL BREAK TORE THAN 2' IN GROSS SECTIONAL DIMENSION. PLACED PERP. TO DIRECTION CF FRAMING STEM WALL Cr AND ALTERNATE PANEL END JOINTS BY I 4' CONC. SLAB OVER 3. HANDRAILS SHOULD HAVE TRIER ENDS RETURNED CR SHOULD TERMINATE IN HALF PANEL LENGTH NAILED ad . 6'o.c or..ial / 4' GRAVEL FILL W/ PERIMETER a ALL SUPPORTED PANEL f d 6x6 - W2.1 x W2.1 W.I.U.M. IN SLAB NEWEL POSTS OR SAFETY TERMINALS. ! EDGES 12'o.c.. FIELD TY R P'CAL UNC GADE WI 30° FELT ABOVE - TYPICAL UNO. f \„i, IMIIIMIIIIIMME U �� L OCK f NG O AM ' AIR BA = L i' SPACE TC =XTEND Z I z M I. PROVIDE FIRE BLOCKING- IN CONCEALED SPACES '-ETWEEN MIN. STAIR STRINGERS 12 ABOVE INSULATION. � � I �, S -, A c � n c � I I AT THE TOP 4 BOTTOM OF THE RUN a BETWEEN STUDS ALONG - $ IN LINE WITH THE SIMPSON H25 HURRICANE TIES �► R - 10 RIGID INS. 9 PERIMETER CC RUN OF THE STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISHED. t� e 2' -0' o-c. oR H! e 4' -0'o.c. TYP. UNO . L I • - o - , \. / 1 \ U ���� Zx BIRD BLOCKS W/ SGRE =?! TOE NAIL W/ 1 FLOOR LANE . v v �/ ♦ (2) 16d EA. END TO TRUSS OR RAFTER P- a Q I I PROVIDE CONT. ROW OF ROOF SHEATHING I W. 4' a i l - < N AILING C O NY. . MAX. F.,..-.- •4 VERY. g 16'o.c. W/ �II I a F 1 6 . 1 ALT. 4-4001<6 ...� NOTE: ATTIC INSULATION R - ELE C. RESIST. r OE LESS BETWEEN - • ILINGS SHALL I I�, 1x8 RS. CEDAR FASCIA W/ CONT. 2 - • 4 CONT. REBAR N BE LESS THAN 4' TRIANGULAR �.�'�� R GAS MTL_ GUT * GLG LINE ✓ _� OPENING -S FORM i 8Y THE RISER, (THER!'IAX IN5UL. ! � cis TREAD. 4 BOTT �S ELEMENT TAIR SHALL BE LESS MENT OF A 1 , ` — FLOOR JOIST Z W/ EQUIV. R - VALUE _ _ GUARDRAIL s S THAN 6'. I ( TO BE U S ED I N I O. ER oI DBL. TOP . LATE T Y P � M N v � i A i 1 1. ��.S�i .EN SLAB F DEL. JOIST H. P_R AN 1 TTow g O _11 I I I I ATTICS WHERE CLEARANCE NOT O W pyED c •� p N EC r ! AVAIL FOR BATT.) � HEADER - PER PLAN a c .41 Q I / _ GER Q I/2' WWB CTYP.) WINDOW - PER PLAN M � 1v $ 2002 e sal 2 4 Ill _ l T EXT. WARM WALLS - 2x6 STUDS o !6'o.c. 8 2 N � j � H W MIN. %3/32' aG U - 2 / OVER R - ° _ B AIT INSUL WI VAPOR BARRIER W/ V 4 Z 2 // DERLAYMENT UN.O. - I 1 �tS tON ?^ Q HANCRAIL 1 !Y MIN_ '/16' APA RATE S H EA THING- (SEE PLAN FOR 6 plFil . Z !ui G -LUE 4 NAILING ��� r -� Ww OR Z I� �� a _ I (10C . 6 O.C. EDGE ( NAILING- a SIDING) INSTALL BUILDING PAPER OR Ur -- '. 0� W RAILING W I 9' I i a BLOCK 10' O. G- FELT EXTERIOR SIDI'r1G- t WALL SHEA TYP!GA O yW H2 z - MIN . ' - - P . 6 I z � 2x12 !: NOT ) ID. 32/1 I ALL EXTERIOR WALLS. I-- I-40 y � ►•� R -19 GA INSULATION U)''' - 'i'R p Z i I R -I° FIELD BATT TY INS W/ VB - �' S l18MITT T ?°' z z 9 TO EXCEED 24' O.G. 2x BOTTOM PL Q . I e 5/8° TPE °X' G.W.B. OR a 2x R!M JGiST S O RT ORIZ BM� O N iU- z (2) LAERS 5 IRI TYPE - II - -T - � �-- 'X' G.W$. IF STRINGER � � —� BM. SPICE.. ° i i i i i I z 2x6° CL> f` TEA. SIDE) +��.. I" SPACING IS MORE THAN I J F.T. 2x SILL P�AI � z I + ,1 POSITIVE f 6' c.c. (TAPE t FINISH ' = OR SI N MTL TIE I / ►te FOUNDATION NOTES L C / 1 (PC TYPE) ONNECTION Z Q ! / E 4x6' SUPPORT POST PRESSURE TREATED M OAT REV.: � I �`- FLOO JOIST ( OR ELEVA I EL MIN. 8' ABV. EARTH v i0 / CLOSET OR STORAGE PER PLAN o L BELOW STAIR E - - •90 FELT I / POST BASE RECEIVED BRAWN: NOTES: I. ALL EXTERIOR WALLS TO BE CONSTRUCTED e4gRa KICK PLATE IN ACCORDANCE W/ THE MIN. PROVIEINS PER N' — . 2320 U BC UNO N THE PLANS t AS SPECIFIED \..Q: TYPE ANCHOR .:1''N �= µ "k 1 0 2002 TAS • - FLOOR JOIST FURTHER ON SHEET S3. GRADE ealnlrc 2C � MAIN FLOOR LINE — 2. INTERIOR WALLS TO BE 2x4 1997 , . CONSTRUCTION TYPICAL EXCEPT CONC. PIER -PER PLAN o PLUMBING t GARAGE SEPARATION U.B.C. SHEEP -, MIL VISQUEEN (BLACK ONLY) S1 OF TTF. UJALL SECTION 8 O 7-f F. FOST 4 8EAl' f DETAIL PLAN NUMBER: STAIR SECTION -� 0 •CONTRACTOR -NOTE: All Dimensions Shall Be Checked And Veri Fled Prior To Construction To Reorder Plans IC800 )848 -5421 ' "I D O a-roe"! e CRANE DESIGN, Inc Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution •i - a + 'At ia TOP PLATES 4' BRICK VENEER 1a Y i gt Pi ino' APA RATED 5HEATI LING UN.O. - HEADER - — STEEL LEDER - ° = eE. =gY MIN. W/ TYVEK, 30" `LT OR SIM. APPROVED G -ARAGE DOOR Y PER PLAN / L 6' x 3 1/2• x 5/16' 436 .. ..6: 4 : 7- 1 1 2r-,4 VAPOR BARRIER OVER TOP OF STEM WALL BEYOND . iTi EXTEND 6' BEYOND > F� o , %4 NG- TO Ba ':�`�U�e I 4' GO NG. SLAB ON �'• OPENIEAR ON 2:<6 STUD WALL [ 4 • �f -+ 4' COMPACTED FILL /2' m BOLT THRU WAL F OR 6' -0' OR . , f - i I II ; : �� SPANS CAN USE: .a.° E DRIVEWAY PER LEDGER AND INTO �i /. ,� y g�`= SOLE P NAILED W/ i L O g IN O.G. E HEADER . 3' IN r L 5'x 3 1/2' x 1/4' "fr g- : N STAGGERED, PROVIDE BLOCKING- CONTRACTOR TIJIGKENED EDGE E ND ,..i.1.- -1� : / E g ''�:°v� g RIM JOIST / FROM EACH bt g g .gi . 'b i �� g '! RIM E FLOOR JOISTS AS PER PLAN -- SLOPE 3' SUPPORT WALL < ��� eaa €3� - / VENEER 111/1611'a PLY. SPLICE SHOULD BREAK ON ! ///� / / / / / /// a ° OPENING , l y � �ou�g� €$ . 1 1 Sag 4' G -G- . SOLE PLAT E, RIM — r \ CC:AMMON MEMBER I __— 1 I JOIST f TOP PLATE — I= d p I STEEL LEDGER TO f/1 • 6' G V CONTINUOUS FOOTING .�[ A C 6' MINIMUM R EST ON BRICK IN DEL TOP PLATES - - MORTAR JOINT J 2x6 SW WALL 2 "4 CONT. REF-AR CONTINUOUS NOON S FOOTING OPENING OR WIN Mi s I HO mow BRICK VENEER ELEVATION VIEW I , BATT INSULATION ( TYP.) I 5/8' x 10 AB.. 36 • 0.0. WI 3/16' x 2' x 2' WASHER V 1.lnI / BOLT SHALL BE NOT , LESS NOT THAN M THAN A 2 FRO Q T ea- UEAD' =R OP ENING '� EN T R Y 4 -3/8') FROM CORNER, AND NOT MORRE E IH.aN 12' FROM I i I THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE 1 2x6 P.T. DF. MUDSILL /� / } ter /�- C: ICI 1Z � :, 11 -- 8d g 8' O -C- ��ADI= _��AI �:r— _. r � lE 1 k GRADE 1 I i '4 REBAR CONT. I-+ORIZ- . 12'o "4 VERT.. 16•o.c - 1 I P I (2) - +4 VERT. TIED W/ I.Y 2x5 FIBBED WALL OR 2 X 4' STUDS W/ , .�W'AN :\ \� "2 TIES g 8'o.0 W/ y ��� T = OST - •, ♦ i 4 a P -.- 6x6 , W/ 2• AIR GAP BETWEEN STUDS a CONC. \ ®� ALTERNAT HOOKS 7 R-1.9 INSUL %� I ���� 0 MASONRY 9 I METAL TIES TO ' 1 h d �` �r, el SOLID GROUTED // AL 2'o -c- Z ^ I %/ /'% \ X CORE N A` A VERTICAL. , 1 ' i °I 1 4' CCNC. SLAB W/ 6x6 - W2.1 x 112.1 I I 4 /- V .. I WW.M. ON 4' !RAVEL FILL- x S x 2' BRICK 3/8' DIA. x i0 '9 GA. WIRE TIES IN Q I = BOLT =36' O.G. I i CORE O MAX SPAG NNG - i6 - o THERMAL BREAK R -I0 RIG-ID INSULATION W/ 2x4 T. CC MUDSILL I OF! PER 12' OF DIMENSION IN EACH I. nI c I ' I DIRECTION E I2•o.c- VERTICAL. j 2 - "4 DIA- CONT. 3' UP - IN 1 ► . 2 i °'T • � 1 '/ T r . BRICK COLUMN AT ENTR'*' 15' _ NOTE: SOIL EACKFILL ON EXTERICR SHALL I N 1 - 1I1 - 11I 7 - 111 — - M Y NOT EXCEED A r!EiG-HT GREATER THAN I I 11 I IT I I- AY YAR . 30 ABY_ TOP OF SLAB AT INTERIOR SEE PL ANS) FLOOR ELEV. UNLESS ENGINEERED 'WALL [- 12• I •4 DIA_ CONT. 3' UP DETAILS PROVIDED. r � FOUNDATION / RE T A I i �I N� W >� 1� / � � 1 _ _ _ 2x6' STUDS NOT TO EXCEED 24' O F G / ' h - C 2x4' STUDS NOT TO EXCEED 16• CC: a CIS• TO 4' -0' HIGH W/ TONY �� WALL) NON - �EAK!NG SI-E —R �f=! = 1- I ! G SEAL WITH � WALL TIES SHALL SE CORROSION RESISTANT, AND IF S TRIM Q(E ° " ^ " °O " MADE OF SWEET METAL, SHALL HAVE A MIN THICKNESS / ' CAULK N iii OF 0-0030 IN_ (NO. 22 GALVANIZED SHEET WAGE) BY 3/4' :a, I OR, IF OF WIRE, SHALL HAVE A MIN. DIA. ii . OF 0.148 IN. (NO. 9 In BE. GAGE). WALL TIES SHALL WE SPACED SO AS TO SUPPORT - ' 7 jj C6 b NOT MORE THAN 2 S. FT. OF WALL AREA BUT SHALL NOT BE p.- MORE THAN 24 ON CENTER HCRIZ WALL TIES SHALL HAVE A ii a eb . LIP OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR W C j e O ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE HAVMG A ;5,-,:, GIM IOWA m m, ` 4i DIA. OF 0.145 IN. (NO. 9 S.W. GAGE) OR EQUIV. THE JOINT %// APPR r. °N a ` cc REINFORCEMENT SHALL BE CONT. WITH BUTT SPLICES BETWEEN �/, ;" 0 !, MAY 8 2pp v cif , TIES PER`}ITTIED- APPROVED PAPER SHALL BE APPLIED ,, m 43, 2 2 OVER THE SHEATHING- AIR SPACE OF AT LEAST I' SHALL BE i// j I '` k g ' CONTINUOUS HEADER OR I A i ..?.n J MAINTAINED BETWEEN THE BACKING- AND THE VENEER. SPOT W ' ST6236 g JOINT (HDR AS �\ BEDDING- AT ALL TIES SHALL BE OF CEMENT MORTAR / �/ L[Y14K ► p�^ Q¢ W PER PLAN) I 2 3 ' O W F 5; b' DIA. x 10' - x6 STUDS s 16' O_G. g 3 M F COLUMN CAP g MULLION '_ 1- _ A.B. 45' O.G. 2x4 g I 4 2 STCRY i// /// �// _ 0 4 HEADER CONNECTION 3 STORY ,, 0 (WHERE PLYWOOD 4' GONG. SLAW OVER 4' WOOD JOIST +' iii �, USE 5/8' DIA x !0' GRAVEL FELL W/ 6X6- W2 -1 SYSTEM „�_ _ =emu '1 V ti PLAN FOR SIZE I L1/ 2x4 F.T. MUDSILL BOLT g 32 O.C- x W2-1 W.W.M. IN SLAB II i/2 WEEP HQ )= C z^ ( I (2) 2x6 -- I• � I 5: ii �G r7 IZ19J ST6236 TIE STRAPS ' I CRAWL SPACE --------- - r� ' MIS• `� 72 CENTER ON JOINTS ! OR BASEMENT —t i I NAIL FULLY a - '- I� 11- 1. ' 6 OR V - 5E . I . I I DATE: REV.: 2x5 STUDS g 16' OC. T SAND PLANS ° I I — III — I, a, ---- ' 6 MI VISQUEEN WI I OVER g LIVING AREAS _ 1. h� I, I J,>•3 MIN. A35 CLIPS g BASE TYPICAL \ II I s 3 . 1 Ilu MIN- 7/16' APA RATED ♦I k I 2 - "4 DIA- 3' UP S DRAWN: 15' 1 2 OR 3' DOW - N • TA5 RECEIVED SHEATHING NAILED ad a 4'o-c. q 'I I � I clry of ruKwita 1 • C RIPPLES NAILED SNUG UP a (EDGES) < 8' oc(FIELD) ALL EDGES BLOCKED UN -O. ' 11 � TO POST W/ 16d g 4' ac. I I 1 ZOOZ 1997 2x6 SOLE PLATE NAILED 5 I I IN RIOR BEARING WALL ON SLAB 17" TO 19" U 4 s` 16cl g 4' c.c. STAGGERED I`' O . rc =:rER E .v.. SHEE Ea' RIM OR FOUNDATION SECTION S: 9 of - 5 DETAIL "A' O PLAN NUI�Ett. I •CONTRACTOR NO All DImensions. Shalt Be'Qncked And Verified Prior Construction: _ _ _ _ To Reorder Plans I(800)S48 -5421 CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet - 5uioJect To Criminal Prosecution _ _ a �in :• � 2 ° I. • - zs .„ GENERAL NOTES: STRUCTURAL 3 UCTU AL NOTES: saa� . -_. I. CRAWL SPACE VENTILATION, MINIMUM NET AREA, I SC2 FT. FOR EACH 150 SQ. FT. OF FLOOR AREA. DESIGN LOADS (VERIFY SNOW LOAD PER AREA) aE .1t '�d t 8 OPENINGS TO BE PLACID AS CLOSE TO CORNER it t.. S AS PRACTICAL (MN. S' AWAY FROM ANY HOLD DOWN) i AND SHALL PROVIDE CROSS VENTILATION ON AT LEAST TWO OPPOSITE SIDES_ A. ROOF LIVE LOAD 25 PSF (TOTAL LOAD 31 PSFXW/TILE 45 PSF) 5. :S °p. e5 .. < B_ FLOOR LIVE LOAD 40 PSF (TOTAL LOAD 50 PSF) rz� €a�� ° : �a�� f . 2. CRAWL SPACE, UNOBSTRUCTED ACCESS, MN. 18'x24'. SEISMIC ZONE 3, V=0.14W " • $ D. WIND LOAD 22 FOUNDATIONS a ▪ t'g'2 = PSF gi` 3. ATTIC VENTILATION, 1/150 OF ATTIC AREA OR I/300 IF 1/2 5 IN SOfrIT AND I/2 IS 3' ABOVE PLATE E. SOIL BEARING- CAPACITY 20400 PSF ASSUMED. SOIL REPORT REQ'D ON ANY QUESTIONABLE ` ✓ 'Y 1 4° LINE_ SOI (1200 DEFAULT FOR CITY OF KENT) ` f ° 2 4. ATTIC ACCESS MN 22'x30' WITH MIN_ 30' HEADROOM, UNOBSTRUCTED, READILY ACCESSIBLE Z. OPENING_ MAX SOIL BEARING CAPACITY 2000 P5F UNDISTURBED CWT. (1 FO R CITY OF KENT) Fi ;. .. _ A. ASSUMED . 5. IN ROOMS NOT PROVIDED WITI -4 AN OPERABLE WINDOW H 8_ POUR FOUNDATIONS ONLY ON UNDISTURBED SOIL (VERIFY) ▪ g8 OF 15 SQ.FT. OR GREATER, A MEC ANICAL .54 -a * ° �** t • VENTILATION SYSTEM, CAPABLE OF PROVIDING- 5 AIR CHANGES PER HOUR, SHALL BE PROVIDED. C_ UNDER FLOOR SLABS COMPACT FILL TO 95% IMMO. €'z.-.` - 3. CONCRETE 6. VENT DIRT 5AT14 FANS, AND RANGES /OVENS TO THE OUTSIDE. A. FOUNDATIONS AND FLOOR SLAB CONCRETE SHALL BE EQUAL TO (2500 PSI). MAXIMUM 1. GARAGE AND HOUSE OCCUPANCY SEPARATION MN. 1 HR TAPED AND FINISHED. WATER TO CEMENT RATIO, 5 -1/2 SACKS OF CEMENT PER CUBIC. YARD OF CONCRETE AND s w GARAG -E AND BASEMENT SUPPORTS TO BE I HR C5/8' TYPE 'X' OR EQUAL) 6 -3/4 GALLONS WATER PER 94 L. SACK OF CEMENT- 2500 PSI ASSUMED COMPRESSIVE V) STRENGTH AT 28 DAYS. % SACK MIN/CU. YD. 8. TILE FOR 514OUJER SHALL BE 6' ABOVE FINISH FLOOR WITH WATER RESISTANT .SACKING-. B. MINIMUM COVERAGE OF STEEL, 3' BOTTOM, 2' SIDES; I -I/2' WALLS. FOR SOIL, SEE CODE gm= WHERE SOIL NO PROBLEM. 9. ALL WATER CLOSETS TO HAVE 30' MN CLEARANCE SIDE TO SIDE, 24' MIN. CLEARANCE o FRONT. C. EQUIVALENT FLUID PRESSURE, MIN. 35' PER CUBIC FOOT <, 10. EGRESS IN EVERY SLEEPING- ROOM SHALL HAVE A MINIMUM NET CLEAR OPENING OF 51 SQ. FT. 4. REINFORCING STEEL_ THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24' MN, NET CLEAR OPENING WIDTH DIMENSION OF 20'. BOTTOM OF OPENING SHALL NOT BE MORE THAN 44' ABOVE FLOOR A ALL REINFORCING- STEEL SHALL BE DEFORMED, INTERMEDIATE GRADE, BILLET STEEL - ASTM A615 -12 GRADE 40, NEW, CLEAN AND rt•ttI -- OF DIRT. II. FIREPLACE CODE COMPLIANCE PER UBC, CHAPTER 31 -E, AND LOCAL BUILDING DEPT. ALSO E. SPLICES, WHERE LOCAItl, AND APPROVED SHALL BE A MINIMUM OF 12 INCHES (2500 PEI) REBAR AS PER SEC. 3102. - OR 30 BAR DIAMETER (CONC. a 2000 PSI 40 DIAJ C. ALL REINFORCING SHALL BE TIGHTLY TIED AND SUPPORTED DURING CONSTRUCTION. Y 12. HEARTH EXTENSIONS - HEARTH SHALL EXTEND AT LEAST 1E' FROM THE FRONT OF, AND AT LEAST D. WELDED WIRE MESH SHALL BE ASTM -A185. - Q() 8' BEYOND, EACH SIDE OF THE FIRE PLACE OPENING. WHERE THE FIREPLACE OPENING IS 6 SQ. FT. OR LARGER, THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20' IN FRONT OF, AND AT LEAST 5. WOOD 12' BEYOND, EACH SIDE OF THE FIREPLACE OPENING CONC. OR MASONRY MUST NOT BE SUPPORTED ON WOOD FRAMING_ A. PER UBC SEC. 2305 B. HEADERS/BEAMS - SEE PLANS FOR ALL SIZES AND 3r:CIES. W 5. APPLICATION AND INSTALLATION OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE 1391 STATE OF WASHINGTON ENERGY CODE. C. SEE PLANS FOR PLYWOOD. 14. GLAZING- IN COMPLIANCE WITH SEC. 2406, UEC STANDARD NO. 24 -2 AND WASHINGTON STATE 0 SAFTY GLASS LAW. EXCEPTIONS ARE AS OUTLINED IN SEC. 2406, UBC. 6. STRUCTURAL STEEL 15. CLAZING IN LOCATION SUBJECT TO HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN 24' ALL STRUCTURAL STEEL SHALL BE ASTM A36, NEW, CLEAN AND FREE OF RUST. PIPE COL. SHALL ON EITHER SIDE OF A DOOR CA-,NING, GLAZING CLOSER THAN 18' TO A FLOOR, SHOWER DOORS, BE ASTM a53, GRADE B OR ASOL, A36 STEEL (ALSC) AND TUB ENCLOSURES SHALL BE EITHER TEMPthttD GLASS. LAMINATED SAFETY GLASS, SHATTER RESISTANT PLASTIC, OR WIRE REINFORCED GLASS FOR SKYLIGHT. 7. STRUCTURAL FRAMING 16. SLIDING GLASS DOORS TO BE SAFETY GLAZING; LAMINA I W ), OR TEMPERED GLASS. A. PRAMING TO BE IN COMPLIANCE WITH UBC SEC. 2320_ _ M B. PROVIDE NAILING IN ACCORDANCE WITH UBC SCHEDULE 23- Ii -E -I 6i ii. SHOWER ENCLOSURES SHALL WE APPROVED WIRE REINFORCED, TEMPERED OR LAMINATED NOTE. SAFETY GLASS CR SHATTER RESISTANT PLASTIC_ STRUCTURAL ENG. SPECS TAKE PRECEDENCE OVER MIN. NAILING SCHEDULE AND OTHER GENERAL SPECS_ C. PROVIDE SOLID BLOCKING- AT JOIST SUPPORTS AND BEARING PARTITIONS. 18. GLAZING WITHIN 18' OF FLOOR OR LESS TO WE SA< `TY GLASS. Q D. PROVIDE BRIDGING- OR BLOCKING AT MID -SPAN OF ALL SPANS OVER 10 ._ET. E. USE APPROVED JOIST HANGERS U ERE REQUIRED. :9. ALL EXTERIOR WALL GLAZING- SHALL BE DOUBLE GLAZED AND COMPLY WITH THE 1991 F ROOT TRUSSES: SI =S TO BE VERIFIED, DETAILED AND FABRICATED BY TRUSS MANUFACTURER_ WASHINGTON STATE ENERGY CODE. INSTALLATION AND BRIDGING- SHALL BE PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCT IONS. ALL TRUSSES DESIGNED MUST BE STAMPED BY LIC. WA. STATE PE. CARE MUST 20. TREATED WOOD / WEATHER PER USC SEC. 2306. WE TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WITH BUILDING MAT. t TO ADEQUATELY BRACE TRUSSES. 2,. THIS OFFICE ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICS OF THE SOIL, NOR DOES THI5 G C ICE VERIFY THE ACOJRA OF THE ENGINEERING DATA SUPPLIED BY OTHERS. 8. STUD WALLS WHERE SOIL APPEARS TO BE OF POOR QUALITY, A SOIL ENG-_ REPORT SHOULD BE SUPPLIED A. USE 2x& HF'2 STUDS AT 16' O0_ (24' C.G. MAX) PER UBC 2320 W/ 2x4' CONSTRUCTION, BY CLIENT. CRANE DESIGN HAS TAKEN EVERY EFFORT TO ENSURE THE ACCURACY OF THE SPACING NOT TO EXCEED 16' O.C. W/ THREE STORY STRUCTURE 2x6' STUDS MUST SE USED o LOWEST LEVEL W/ ATTACHED DRAWINGS H , OWEVER IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND SPACING NOT TO EXCEED 16' 00. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. W. DOUBLE TOP PLATES SHALL HAVE JOINTS STAGGERED NOT LESS THAN 4 F MIN. NAILING OF 8 -16d e 48' MIN. LAPS g EACH SIDE OF JOINT W /16d ®12' C.G. r 22. THE ATTACHED PLANS ARE THE PROPERTY OF CRANE DESIGN, INC. ANY REPRODUCTION OF THESE BETWEEN PLATES FOR EXT. t NT. LONG WALL (2 t 3 STORY BLDG..). PLANS WILL VIOLATE COPYRIGHT LAWS. THE HOLDER OF THESE DRAWINGS MUST PAY A rtE FOR 1 THE USE OF THE MATERIAL THEREIN OR BE SUBJECT TO LEGAL ACTION BY CRANE DESIGN INC. 9. ROOFING- A. APPLY ROOFING N ACCORDANCE WITH UBC. SEC. 1503. �.. i t N fl I NO � S: B. PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING PLANS_ 4 SECT. 1505. 0 *.i N 0 ENERGY NOTES PER ;991 WASHINGTON STATE ENERGY CODE: C i m ' ui cc PROVIDE AND MINIMUM ADDED INSULATION LEVEL OF FLOOR DIAPHRAGM: �� Qs. ` 71 0 • R -38 CEILINGS WITH ELECTRIC RE HEAT R . t7 R -30 CEILINGS WITH GAS HEAT MINIMUM 19/32' THICKNESS APA RATED TONGUE t GROOVE SHEATHING. EM-1 10d NAILS 8X941 �, i � C R -30 VAULTED CEILINGS o 6 O.C. AT SUPPORTED SHEATHING PANEL EDGES AND 10 O.C. AT INTERMEDIATE s MP I: o R -I9 WALLS (R -I3 W/ 2X4 CONSTRUCTION) FRAMING MEMBERS (SEE ARCH. PLANS AND / OR GENERAL NOTES FOR REQ'S.). ,, ., IU) ■ ' ¢4 R -I9 FLOORS OVER UNHEATED SPACES (• �' 3 [► R -I0 AT SLAB PERIMETER INSTALLED HORIZONTALLY 24' UNDER SLAB, WHEN CONCRETE FLOORS / ® OM Z = ARE WITHIN 12' OF GRADE. SPECIFICATIONS: z" :S8 1 ALL GLAZING SHALL BE DUAL GLAZING AND SQ. FT. OF GLAZING SHALL NOT EXCEED 21% OF GROSS CONCRETE AND STEEL SPECIFICATIONS: 3 ; _ FLOOR AREA FOR GAS t HEAT PUMP - 15% FOR ELECTRIC RESISTANCE. I. USE 2,500 PSI CONCRETE SPECS AT 28 DAYS. 2,000 PSI MAY BE USED BUT C ALL OPENINGS AND JOINTS IN EXTERIOR WALLS SHALL BE SEALED, CAULKED OR WEATHER STRIPPED RECOMMENDED HIGHER STRENGTH, r.. AT LIMIT AIR LEAKAGE. 2. USE ASTM, AG18 -WB OR EQUAL GRADE 40 REBAR LAPPED 30' MIN. AT SPLICES, CORNERS W 4 INTERSECTIONS. IF 2000 PSI CONCRETE, LAP 40' DIAMETER MIN. Z AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF, IN ENCLOSED RAFTER SPACES, FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF _ FOR MANUFACTURED ROOF OR FLOOR TRUSSES, INCLUDING GIRDER TRUSSES; ETC.: DATE REV.: RAFTERS, ALSO IN EXTERIOR WALLS. I. THE TRUSS MANUFACTURER SHALL PROVIDE ALL DESIGN AND ENGINEERING WITH WASHINGTON STATE PE. STAMP ON DESIGNS. DURING ERECTION OF TRUSSES, THE BUILDER SI -IALL TAKE CARE TO INSTALLED .6 MIL BLACK VISQUEEN GROUND COVER, LAPPED 1' -0' AT JOINTS AND EXTENDED UP TO ADEQUATELY BRACE TRUSSES t ALSO NOT TO OVERLOAD THEM WITH EXCESS BUILDING MATERIALS. FOUNDATION WALL (REQUIRED AT ALL CRAWL SPACES). ORA ' HVAC EQUIPMENT SHALL WE SIZED NO GREATER THAN 125% OF DESIGN LOAD AND A MINIMUM RATED Ta$ OUTPUT OF 15 %. THERMOSTATS CONTROLLING NEAT SUPPLY TO MORE THAN ONE ROOM SHALL ;I TMOFruiwan HAVE A HEIGHT SETBACK . APR 10 2002 . 1997 FIREPLACES SHALL BE PROVIDED WITFd eRMITCENTER V'B•C+ A. TIGHTLY FITTING FLUE DAMPERS, B. READILY ACCESSIBLE MANUAL OR AUTO CONTROLS. • SNEEr SHOWERS SHALL HAVE A WE CONTROL DEVICE TO LIMIT FLOW TO A MAX. OF 25 GPM PER SHOWER S3 i t F HEAD. WATER: HEATERS ARE REQUIRED TO BE LABELED AS COMPLYING W! NAECA 1981 ELECTRIC WATER FLAN NUMBER HEATERS LOCATED IN UNHEATED SPACES SUCH AS GARAGES TO BE INSTALLED ON AN � I INCOMPRESSIBLE INSULATION (R -10 NINA - •CONTRACTOR NOTE. All Caner-Worms Shall Be Checked And Verified Prior To Conetructlon To Reorder Plane 1(200)B48 -5421 - joist toenail structural notes and details mechanical general File: D 02 -0090 35mm Drawing #1 -6 HOLDOWN PER SCHEDULE SHEARWALL PER SCHEDULE ANCHOR BOLT PER SCHEDULE STRUCTURAL DETAILS PER SHEET TSE FOUNDATION• PLAN -.AETSE ENGINEERING 12810 N.E. 1786 ST. • Suite 1011 Woodinville, WA 98072 -8702 025) 481 -6601 • FAX: 481 -637 t JOB#: yq SHEET #: 1 LIVING ROOm floor plan ITSE ENGINEERING 12810 N.E. 1781" ST. • Suite 101 Woodinville, WA 98072 -8702 (425) 481 -6601 • FAX: 481 -6371 JOB#: 3y� , .■imos., allimillir •••••• -- T 1 sE • ENGINEERING 12810 N.E. 178'" ST. • Suite 101 Woodinville, WA 98072 -8702 (425) 481 -6601 • FAX: 481-6371 i S ,� s JOB�f: nU w sW� 39'3 / , . 1.'61 SHEET#: • 13 • • i =e . .. DATE: () %1 ) (4/0/ ', ... _.• • p BEDROOM 2 P . -,4 MASTER wov •. B EDROOM `^ i O O► t 1 . • Ic __11____. MID t r ill BEDROOM ` ® LOFT WIC, 6 ._• El hen "3 upper floor plan I IiiitlfiffIIIIIIIIII IIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111111111ffill11111111111111111IIIIIIIIIIIIII I Iii I Ii I I I Iti I IIiilIII , FLOOR FRAMING PLAN (4 BEDROOM) . TSE ENGINEERING 12810 N.E. 1786 ST. • Suite 101 Woodinville, WA 98072 -8702 029 481 -6601 • FAX: 481 -6371 JOB#:3 SHEET#: MFG. 8CI6SOR TRUSSES • 24" 0 ROOF FRAMING PLAN (4 BEDROOM W/ BONUS ROOM, I"'FC. SCISSOR TRUSSES TSE ENGINEERING 12810 N.E. 178x" ST. • Suite 101 Woodinville, WA 98072 -8702 (425) 481 -6601 • FAX: 481 -6371 SHEET#: FOR Pf' AND POST CRAWL SPACE 1 6 MIL. BLACK YISCUEEN 1 VAR BARRIER I 36' DEEP LANDING Lo 3, KNOCK our FOR '1 CONC. OOR3" COMP. FILL DOOORS TSE ENGINEERING 12810 N.E. 178th ST. • Suite 101 Woodinville, WA 98072 -8702 (425) 481 -6601 • FAX: 481 -6371 JOB#: 3(11 SHEET#: