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HomeMy WebLinkAboutPermit B95-0210 - WHITNEY AND SCHEER RESIDENCE - SECOND STORY ADDITIONwhitney dale and scheer anita expired b95-0210 City of Tukwila k� - - (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95 -0210 Status: ISSUED Type: B -BUILD Issued: 07/10/1995 Category: ASFR Expires: 01/06/1996 Address: 16051 51 AV S Suite: `F' Location: Parcel #: -0304 "`•'° Zon'iog:' R1.72 •' -.Type •Const: • Type of Occupancy: DWELLING Gas /Elec: • Wetlands: Slopes: N Water: HIGHLINE Sewer: SEPTIC Contractor License No.: • TENANT WHITNEY DALE &; SCHEER .ANITA Phone: 206 246 -4518 16051 51 AV S, TUKWILA, WA "9818 OWNER WHITNEY'D'ALE SCHEER ANITA Phone: 206 246 -4518 16051 51. AV S, TUKWILA, .WA'.98188 CONTACT ANITA:M. SCHEER Phone: 206 246 -4518 16051 51 AV S, TUKWILA, WA 98188 ********************************************* * * * ** * * * * ** * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT NEW SECOND STORY TO EXISTING SFR. SETBACKS Units: 001 Front: .0 Back: .0 Buildings: 001 Left: .0. Right: .0 Fire Protection: UBC Edition: 1991 Valuation: 89,115.00 Total Permit Fee: 985.43 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 116) Perm t e Authorized ignature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws . regulating construction or the performance of work. I am authorized to sign for and obtain thi . .iid ng.per Signatur: _ -�� 1 ' . - .Date: 7 -1z 9 Print Name:_ ___,_ _ 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 suspended or abandoned for a period of 180 days from the last inspection. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. BUILDII'L3 PERMIT ..� APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 • DESCRIPTION � 'AMOUNT RCPT # DATE (206) 431 -3670 BUILDING PERMIT FEE Q: /J' PLAN CHECK ( 1 PLAN FEE o . NUMBER 19 3 ` C) BUILDING SURCHARGE • APPLICATION:. MUST: BE ,.: O :: FILLED OUT..C Y SITE ADDRESS SUITE # VALUE OF NSTR TI N - a, �.�. �1 1 00 PROJECT NAME/ TENANT ASSESSOR ACCOUNT # v\. <' ; - 1 i u'lt, A A€ f 'yF= � �. � 6 -p 9 - o 304 . TYPE OF U New Building (:: :J Addition U Tenant Improvement (commercial) U Demolition (building) WORK: U Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: � `-vl • BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? 0 No ❑ Yes If Yes, new building requirements may need to be met. Please explain: • SQUARE FOOTAGE - Building: ( 3 enant Space: ' • Area of Construction: , t WI)_L THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? LS-No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 Sprinklers ❑ Automatic Fire Alarm S stem PROPERTY OWNER � 1 � , ` PHONE Z� . 1 , ADDRESS f I 1(a. ZIP CI, l CONTRACTOR PHONE ADDRESS ZIP WA, ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP l HEREBY :CERTIFY THAT 1 HAVE! READ AND:; EXAMINED: TH15. AP.P. ICA7fON. AND KNOW THE'SAME TO ;: : BE ::TRUE :AND :C.ORRECT, >AND t AM ;A THORI ED< SIGNAT BUILDING OWNER RE DATE l f 1 , OR PRINT NAME r ` ti \ h s �, PHONE `� /( r.�� , D r . •�117. AUTHORIZED �,. -- �� . AGENT ADDRESS ` � `j ( r- ,\ ^6\ \' \.. j �'. CITY/ IPTL, K u`, l do ` I ? CONTACT PERSON '�. _ `/�� `\ �_ �_, PHONE 7 Li l - - 1_� APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, pleasem fi out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete In order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questkc -Jyt our process or plan submittal requirements, please contact the Depardli iloofierarimunity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES • � r. 9) .- �� 2 3 1995 , I - .Y U °''s CITY OF TUKWILA r • 9 , - . �`� �' Department n ►unity velop — r k `'�;� _ 6300 Southcenter of Co Boulevard De - #100, ment TukwPermit ila, WA Cente 98188 1 908 ' (206) 431 - 3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME n NUMBER h i- I"i ��l. .I�A V E S cL h1 F R, CA K I`, . M. SITE ADDRESS i SUITE NO. pAs- °a ID 1 (006 1 I Ay S INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. QATE' DEPARTMENT DATE IN :;:. <;:REQUIREMENT8 / COMMENTS X BUILDING - ��z (�5 CONSULTANT: Date Sent - Date Approved - initial review (ROUTED / FIRE PROTECTION: Sprinklers • Detectors N/A /� O FIRE , (°pad' . - -FIRE DEPT. LETTER DATED: INSPECTOR: INIT:,4 r i ZONING: BAR/LAND USE CONDITIONS? DEMO No LANNING -�M ..g?----- /' ,, '' REFERENCE FILE NOS.: 1 INIT: 1-' MINIMUM SETBACKS: N- S- E- W- O PUBLIC N F1 UTILITY PERMITS REQUIRED? (1 Yes O No PUBLIC WORKS LETTER DATED: WORKS ,1J S INIT: • 0 OTHER INIT: 0 BUILDING - 7 6 r TYPEOFCONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review I NIT. ' �Mi� JW °Yes iko 199) BUILDING -7 7/96 OFFICIAL INIT: c ' REVIEW COMPLETED AMOUNT CONTACTED n � M /1 5 h ee C OWING: �" I `' DATE NOTIFIED , (0 , � BY: (init.) IP 2nd NOTIFICATION BY: (init.) 0 3RD NOTIFICATION BY: (J (init.) • 01100/03 ....ft....rm... .............. ......................., ......................* ................. .........±......,....a..*,..............,...r..., ,..., ( : • CITY OF TUKWILA . . Address: 16051 51 AV S Permit No: B95-0210 . . Suite: Tenant: WHITNEY DALE,& SCHEER ANITA ' Status: ISSUED ' Type: 8-BUILD . Applied: 06/23/1995 Parcel #: 537980-0304 ' • . . Issued: 07/10/1995 - ********k**vk*k*****41******k******A Permit Conditions: . 1 . . No changes w i l l be made ..-;:t10: ji1 by the . . Engineer . and the Tutokila:Aiifldi ng D i vi'S'iorl;:! • 2. Electrical perm 1,,.pi;•; he obtained. througli''.0*iilWashington State D i v i s i o n „ and 'A Idus t r0, s and a), 1 'ales;i!..t ca 1 work w i l l b e A i i : . 6 . 0 e st 0;(.1 6 4 4 t I? at i' , .,( 2 4 8Ti-, (36 30 ) . '';' '•;ti`i,:".; , , , 3. P l u m b i n g pet0,tts s obtainqdthrou Saa t t'li 5K,.1 ng . County De603 me n • - of P u b l i c c . ' "Pl umb i ng., be , e, .t., • y inspected' that • . a i d en cy ;' Including all g a s ,,,..pi p i:ng , `:,,: i ' . ••=, ..,., . • • (296_ 4 7 . ,'.‘,.:..,..., ' 4 .;, .; ''' '.'..".:::,, C q 4. All me.Oani,cal Wari;"•shall be Under separate permit VA./. • . the e,firy o,.'. ,Tukwi,l-a . ' •\ i . e , ,C , P” , ■`k ...4 \ '.%' ',), ' • ,,g,' \N A 5. All Oahlrii ts.4: 1 nspect i 6ii':;:r e co r %.,.,., and approved plans shall h, a v a 9 ab 1 ao;a t t he' job site pr i it ,.... t0 he star t of any:? con struct i oh . These doctiMents , ecr'e to be maintained and.. a Vali,- ab lk.runt i'l 1 inspeCti on 4'brova1.: ...., Oa'' 1 ' • 6 . A 1 1WVbnstruct ton ,t.o.,.., b e'ddrte iln 9prIttir mati ca....41 th approved r""N, ??' '" . p 1 L i t s . . . . " 1 and requirements - . . . . , o f k t l Y . e Uni " B u i l d i n g Code (4 99,4 .i fl r iViigi . • Ed t ion')a amended, i ,,,'`` (.1 n1 fo yi. lit:\ Ile chap ic 11- COO: ( 1 991 E d, t tol) l . ,, an dr:14/,a sh 1..ngt oil, S i at e En ergy( .- .!ctOd e ( 1994 . - E'd ft e ito n ) . ,,,,. hm :-.4 7 . V a 11)diti t V . , " : : ; : i . i f P m i i',";;;;• The i ssuance p e t er?ml t or app roval 0f » 'f'd • , ,.. p 1 aIV4A spec: f ibta t i 6fis,,,,,4rfrir''.*buiv0Vta 0oils-etilia.il, not be cot IP s t r tle to ft e a , permi t for, or an\ 'any v io 1 a' 42. of aTty ofaotile, ptzov i s i on s of the b or 01 0 ankkk ,N., P . .. . othek(srdtnn3..'e ot. the jut i sd i c t ii9n No per Piero.,1 c) presum ,P" • , give ‘aqthtly.),:i t v to' i o l a t e or cancel 'the OVA S'„1 on s of this #7 • code si II be v , a lid ci i e .1. / , \ .i. -...., 6 / 1 ,-,, i s , . * "t• f? 4\ 4 4 ' " 0 4 . 11 ` , . . . . , . . . • , • . ' . . . . „ . . . , . . . ' , '. • • ' . . . * * * * ** * ** ** *4 * *k * *:Ic ** ,t * * *x *Alk:k * * * * * * *k * * * ** —1- * * * ** * ** * * :* * ** CEtERA 594.50 CITY OF TUKWILA. WA TRANSMIT GENERA 3$6.43 *A * *: ** *4c * * * * * *:* * *** * *k * * * ** * * **4 * * ** * * * ** * * **** - 4A *: ** * *- * #x GENERA . 4.50 TRANSMIT Number: 94 002510 Amount: 985.43 06/23/95 09:58 TOTAL 985.43 Pavment Method: CHECK Notation: WHITNEY DALE /AWI Init: SAO CHECK 985.43. CHANGE 0.00 Permit #o: B95- -0210 Type: B -BUILD BUILDING PER*1216195 3819A000 15:32 Parcel too: 537980 -0304 6:ite Address: 16051 51 AV S Total Fees: 985.43 This Payment 985.43 Total ALL Pmts: 985.43 ` Balancer .00 *********#.*#* 11************ 0****A** * * * * * *xf * * * * * * * * *- **A * *f# ** Account Code Description Amount. 000/322.100 BUILDING - RES 594.50 000134.5.830 PLAN CHECK - RES 386.43 000/3.86.904 STATE BUILDING SURCHARGE 4.50 i Yf :$;'� � 1� f' {;?h {j}!t'Y:' }Y fi Jf. "�t? {. Prh�"V.•t"?. f. ki Y5 4 }, pVR S • ',.,.,. tai �5., •',`Tr..r'�,..,r, S'�3,r a�. ..- �r.. .°�.ik7't.5'tY� CITY OF TUKWILA Id: ACTP125 Keyword: UACT Users 1671 02/27/98 Activity Table Processing BUILDING PERMIT Permit No: B95 -0210 Tenant: WHITNEY DALE & SCHEER ANITA Statue: ISSUED Address: 16051 51 AV S Types B -BUILD Vero: 9101 Screen: 01 Base Information Parcel No: 537980 -0304 Owner: WHITNEY DALE & SCHEER ANITA Validated By: SAO Plan Ck Approved: 7/ 6/1995 Statue: ISSUED Applied: 6/23/1995 Issued:. 7/10/1995 Active /Inactive: A Completed: / / To Expire: 12/30/1996 C of 0 Issued: / / Bus Lic #: Final Notice: / / Nature of Works CONSTRUCT NEW SECOND STORY TO EXISTING SFR. Location: Category; ASFR (N- NEW /A -ADD /ALT + SPR,DUP,TRI,APT,MH,COM,IND) Zonings LDR Gas /Elec: Census Code: 434 # of Units: 1 # of Bldgs: 1 Pub Own:N Streams: Slope: N Wetlands: Water:HIGHLINESewer:SEPTIC Setbacks - North: .0 South: .0 East: .0 West: .0 Valuations 89,115.00 Fire Protect: TypeConets Type Occ:0007 DWELLING UBC Editions 1991 Occupant Load: Occupancy Grps ' F7- Update, F2- Previous Line, F1- Screen Index, ESC.Cancel Update / of Att .. r. :':'; .fJ.:n:*::'i . ...: . :i.y F + .z; "nfn „ •+:.,..;.. .a,ry - e.m.r ,z wt .0 r.......r rrynzOn... .sr a..v»e wev, n...... ......Y......- .a., •v.^z... .. ,Mnt . tFxn• XJ:: V' l: M, *.WLiPffiYTNi;Wti7�N"h„t IJ,CJ k. .............. FILE . .... ,1� �►,, ' City of Tukwila John W. Rants, Mayor r , 1 O ea/ �': Department of Community Development Steve Lancaster, Director ................. � 908 Feb 13, 1996 ANITA M. SCHEER 16051 51 AV S TUKWILA, WA 98188 RE: WHITNEY DALE & SCHEER ANITA Dear Permit Holder: Our records indicate that on Mar 23,1996, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B95- 0210. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Mar 23, 1996. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit, please call the Tukwila Building Divison.at 431 -3670. Sincerely, 4e/Ca,. fiee,(Sari Kelcie J. Peterson Permit Coordinator 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 01 -3665 ." CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * REVIS IN SU & \ATTAL DATE 8 7 PROJECT NAME 1 I i ��C/ be ¢ ADDRESS /62 05 l / V CONTACT PERSON AP a_ 5c he-et- PHONE V6 - V ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER 8 p O 4P 0 TYPE OF REVISION: /�(J�'(/ I �7 '0 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. u1 o1N° 01 \11501\' SUBMITTED TO: � M\ \ ArN V V RECEIVED CITY OF TUKWILA • i C AU G 0 7 1995 vzP `, PERMIT CENTER 09 21" 'ELLS AVE. B. nUnT F IIIINT Ni '.1 rl , (t06) 2714 42 • • , 25 September 102 Dale Whitney /Anita Sheer • 16051 51st Ave, S. Tukwila, WA. 98188 • SUBJECT: The Whitney /Sheer reeidanoe, 14051 ; .51st Ave, 8,` • Tukwila, Job No, 92 -7.2 1 In accordance. with your request and afters ; ur alto visit we have reviewed the perimeter concrete atemwall fpptinga•for suitability . ._ .:to , suatain a .swoond floor addition. ..............,. .. ' , . • The existing concrete atemwalls are 6" thick end O p to a {naximum of 3 feet high overall inoluding 4 6" x •i2" continuous strip footing. The condition of the atemwall lIndloptiog appear to be excellent. Exiatance and location of any ruin.farping is unknown, Sinop reinforcing is unknown, we have band our review : on, plain • concrete, working stress design (Alternata•ppaignMethod iAppen- dix B)) Sec, 2626, 1988 U,B,C „ a 35 P,R,F, equivalent fluid pressure soil load an assumed soil..beiring .value of 2000 P.S.F. Site soils are relatively ()lean, mOdar�ltey oompact sand �� and gravel which should sustain 2000 P., F,� warktrlg bearing. - load without difficulty, Also, for sass of construction, we, have assumed the proposed second floor and now roof will, span full width of the structure,. . - - . Speed on the criteria noted above, bssrin load is wall ;within the assumed 2000 P,C,F, and compression Itl stresses are well within'.the.plain concrete allowable 111tretaeR for footings and stemwalls. In our professional opinion, theiexietiw stem- well and footing is adequate for the proposed new addition ease find encl•a'ae a set of cur review ••oeicUl st•iana • for your • gpord and Building Department review,. Should: you have any urther; questions, please feel free to Dell, -3 ' . • .. . • >- SI' q, ` ot m l . T , n k ' you 0 la 0 A% 1, . ., ...hoit.ftta : _ : u \ �$ b Hube s e . . . FE ' ' i 43 4 4 - - (,� „ R, H rtinp, cr • . Consu .Engtnlpr . � ._ . a cotms 1111Filli i~ . i • �� O VWU k l\.k . RECEIVED ' • . C1 k?? R E CITY OF TUKWILA. � R.1 1995 ~ zAR 2 1995 f i / PERMIT CENTER c�I �11_ �INC, • � 1 i Y5 •; •: . ....v... ..... }. • .; . ., .. . . .: . : ..... .:.< .. .:.:.: r : . h }tt ? :t:.; } }x, :..1 ••x} n .r , .. 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J ........ ............ . ..... . r.: } -: ........ ir: �.::., ::.: , ... i:Y... .. , •:; .:.j. r.,. ei.O }:•:4: +wc{t.;,r-•. � }::-: • : :..T:.... L } { {<•::Y:: •: .:.,v •:: Y.w:: }t• }}i }: ?t {. }4:: { � :: rrw ?. tJ:.,.:: ..w w::; v; r . : i , .A \ ^:• }... r.. \.. rv}•,. i..r ;4:2 x : . n: :: : .r.,. .r....::.;C r.x4 , :.. .. .:.... .r ... :. .... .... Y.v: :ny }2 }'i •:.$$.. : ., f . \. }.. r 4,vvv..4 ;t? ?- i }: {O• {. }}:•i }:4;4 {....: . :2 }: ii;:: .....:, i•; .. +.;.,.::. r.,rx:r::. n..., w::: t:.::x: rr:: }::4 i.: •:l.•:R.::::.Yn:v;,t• :. } } .n, ....: .. :rr::r,: 1. }: ...f.. f'3.. r. r.:.::O }. •.; . .: . J: •:.v: t•L'.l..::: •vhf: �:,Y,rr ...r :. r ..{(... . INSPECTION IMPORTANT: Please supply Information in the shaded boxes and check the APPROVED appropriate circles. Disregard topics that don't describe your building or equipment. D4 NOT place checks in the two left columns. • �?z?t.:;?k•'..�i6 �. s 3 >: 7. - -, fi`.r•v33;Lr3.f2;?::•,t:� :. �t3S?#i � "r. �.•$,. ;: • Glazing/skylights b t e S. 302 See the Washin ton lazin directory ED C] g g by type (S. ) :` glazing ❑ >? No. Manufacturer Frame material # Layers Model # Area (Ft2) Uo value Tested? 2 • V �`C \7c •.' ( ' Z cl . c' o mo -L �•7 o -.,t -I U. • Yes Q • • 4 / Y <a; K.( lia Kri.f • •Lfi ,,,,c'<� G. �/ 1c5� �rxrc+ U. es �': !' Ad V t Y Iv \. � Lvu.a t• 2 9 50 o /(,, r--, ,,f.1 U. • ` Yes Q -�'f U. . Yes 0 Z ^0 C 0 > s I • Ut i(-1....'; 6 \. _ ... ,...) 1 �..n 4 • Z - 9i vv ( ‹ l L laa U 477 Yes B U. Yes Q ?. U. Yes Q ; U. Yes Q ti U. Yes Q U. Yes Q •< ":. 0 Q . Single G i a zi n g (No more than 1% of floor area before doubling, S. 602.7.2) U. Yes Q Type: No: Area: X 2 U. Yes Q ?> Type: No: • Area X 2 • U. Yes Q 5021 5.1 4 s o o d olaul slues 1 C er 0 S .. un I Z U nl fault n hat 1 C] E:). (�i tested G a ing ( y � O c Type: No: Area: U. Type: No: Area: U. :..• TOTAL TA GLAZING AREA (Add entire column) G R ( —tee 0 ❑ : ,Maximu m. Allowed glazing.a 602 fs de rived bytekmg he the total gia a e of Ft2 and dividing by th total condned flo a rea of T~t2 Multipl this number by 100 T his value can't e xceed the itio or glazing percentage for your selected option s 10 %0:: 0 tio I ; :5'; >:3.: s :6 tion >: : .< :: . Optionsall IV. :lime ..-... : } O i :: : 30 0? O tI n Vl ::;: :Y::YT;:: t.> :: t: : 5 5; : ;;;:<::::<; >::;; :>:t:.: 2t . :2 o t on.Vl .: } } : t4 : {. } } :: / .. ... i ... •}; Y2:; 4:: Y}}:. Y Y}}: Y;, 3 2;t:Y;: 3;:;:;.: Lt<. Y •; }ttt. }'tttY;:.Y::.Y:.; }: EJ 0 D o i:;. U -.v u I .. if " d >. : s i : otf..:< » >?� > > > [�,., ati t fns,u,fficlent., t es sh I be lust le ,. y a t tep:Y',,:;,..:,::;;.::;.: El 0 r3 Glazing air leakage(S. 502.4.2 (c)) measures shall be met as follows : ❑ fixed site built: stops with sealant. ❑ operating site built: weatherstripped with closer O Q Ca Concealed insulation shall be placed: ❑behind shower /tub ❑ behind partition studs /corner tl [- i s St a n d a rd air leakage (S. 502.4.3) caulking is complete and installed in the following locations : ❑ between Sole plate /subfloors ❑partition stud penetrations 0 wiring/plumbing/duct register penetrations ❑ light fixture/ flue penetrations Page 3 of 6 ❑ rim joists /mud sills (heated lower floors) ❑ around window and door frames • 1, • RETAKE OF PREVIOUS • DOCUMENT .• • • , , .,„, „. ,,, -„,...• ,,,,, '.,:„ ,,„., ., ,..',,. 7 ..,.,..,lim,::;":;;;;;;;;;:;' ' ' '''''"'Ir'''Si*i:"'i''*''''''.:*iiirM.*■NRiii.g.'0P;s0R...?":77.11.: .. 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' .a`>.,!,2,,� . •: ;r9.;ft ?.� x•rr}:;.:.Jx• .. r. n .... .:.f:: 1REQUIR ED :.}}:},:>::!:.{ 2• r•2 k:::>$;}',`: �:'• z:..:...,., ,:.,,.,�••::�;•< >r +kri:.:....:, .{:;::. J.:{ ..�,,:,...::i..r:,:. {:nr } {;:2. ,Z....:.{..J.;,. :,�:.r ..r�:.{:. .,,...•:: >,. .f.:.7r }: : a• e .:: ��{{ t O R pC. s {•r ! r y o �y a �:i' .y ti .�y !V!; %:. �y� T ! }h �'�:w:•itFk:'; ?:i{gf'.; °`:.r.•..,r�i., :cci)'}.if�TF�.t.•..�3. Qfii•' V. W.: ii:: ����' �. 7z: rrMM�a2F. �:$. V. ��i��kyy(�: 1l•: V�yy' ��. Gl� .�::kil.��.i:i:y�.G.1.��y.+II: •r,�':��.: �I �:: ': d�5.!c:�••r�'�rny:;frr}.:�T }•.$:.::.:::•.: T }.d:::k • }v }.,...: •:::.,., .,},.. <''. , . ...5.. ..:1. ......3!„ � •r.: v:.:: ,,•.1!!:..v{:2•.,..: .z .o •...}:.v:.n}.,n;: {.s..:.rr:.. • :•. :Yc\.. r..,.n........}.:..t. g , : n•:::: $r•.•: i ... .. .. :.........}x:{:••.' ::: . :.mo : : : : : . : n A+u'... .r. }..Y. ':: .: .......... ....�. ........ .... ..... .x... .... .. ..:. }{•:; : : +: +:•: r.. r...}::!..,. ..v.?,•.��r.•: }:.:.• ^: :.}. ..... .. •:n;ny}CrvYr'�•r.'+:•:+::n +: i.! {p.4.;�.::::r .!.,.,..:::� .., r.......... r.n$. ....... ... $ :.. .. .r :.. ..u...$ ••T. r:., n.....:::• rAF:; k>$} Y;2?• f :� ^• {! {hr4.:i2� }ar\; ^Tu::•'r:k: !• }<2•:�i.:t ^:k!•Tnr:•:•i} !C:ilt•iv {p } }T }r }} };!: !...,v,. }:!y }$.'•£yf::.}•: : 1. i.:..ri: ::n..., { ..: }.x,!..!r } <;Y:... ,isv:$.:.... r: :., $.. ::ry ::Y..rt.i:rr.,:. }..: : {.r. INSPECTION IMPORTANT: Please supply Information In the shaded boxes and check the APPROVED approprlate circles. Disregard topics that don't describe your building or equipment. DO NOT place checks In the two left columns. ill n 2 : fRw3 % £? .. a^ 044. z#tvy? y#4:}F;=, }. n: *4 S:, %> 31<; .#�0;. £%ii {usSkra . B IZ See h Washington a in Glazing/skylights b e S. 302 '< Se t o directory t ec El a t o g ....,..:.. No. Manufacturer Frame material # Layers Model # Area (Ft2) Uo value Tested? 2 • V,' Kiiu'1 17L 1A ! ( • .' ' 2- c, o o -,t-I U. • 4 /'7 Yes Q 2 'CA , 0 .. c. ( 2 •- " lI.e 0 c 'i t 1 .;a r;•( re( U • 4 0 Yes.e tt .1—, �1 1' 1� c � 1 •u� • ' ' 3 S o /(. , r ;f( U. , `/7 Y es O �' 1� t. {' -' 1 I.�1. \./ L\ t.k '& (. - z_ "l, 0 `� `�C J / U • r • 1 /7 Yes U ` -t � ut l■_Ci q Z- 91 D,0 fah( , Hs u._-_____17 Yes U. Yes Q U. Yes Q `' U. Yes Q U. Yes Q U. Yes Q > . ❑ ❑ S i n g i e G I a zi n g (No rnoro than 1%o of floor area before doubling, S. 602.7.2) 1 U. Yes Q ' ' :' Type: No: Area: X 2 U. Yes Q Type: No: • Area X 2 • U. Yes Q ❑ 1 U I U n t e st e d Glazing (Uso only default U•valuos In Chapter 10, S.502.1.5.1 (4)) Type: No: Area: U. Type: No: Area: U. TOTAL GLAZING AREA (Add OTA G AR A entire e column i1 ❑ EA (� . ,Maximum. Allow glazing `area(S 6028 1) is d enved,bytxking the the total glazlnd Arpa of Ft2:and dividing by the t otal co ndltlo ned flo or area,of . F t2 ' Multiply this numb by 100 Thl value :can't the glazi ng percentage fo you selected option; ' ... *::'0 ti. . I . ; :.`. :. ... ; . :..5 1.2%., .0 tion';11 . >;::::::'><'::>�:<:<. ;s' %:. 0 io n V y ; :. »: .. , . o 4 n : t i ;...::> :;:;...:..;':., <.::...'.: s 0 t1on. 3:: < 3 < ::::.:;: 2.::s fl VII. ,.:,.: n..:..:.:.:.. �:.. �:.,:...:...::. ..: ............................. ❑ ED 72 < D Ocumentatton ln U value shall be justified by f Mr testing report . ❑ ❑ ys G lazing air leakage(S. 502.4.2 (c)) measures shall be met as follows : ❑ fixed site built: stops with sealant. ❑ operating site built: weatherstripped with closer ❑ ❑ CDConcealed Insulation shall be placed: ❑behind shower /tub ❑ behind partition studs /corner ED ❑ t s Standard air leakage (S. 502,4.3) caulking is complete and installed in the following locations : ❑ between Sole plate /subfloors ❑partition stud penetrations ❑wiring /plumbing /duct register penetrations ❑ light fixture/ flue penetrations Page 3 of 6 CI rim joists /mud sills (heated lower floors) 0 around window and door frames 1 • . . . . . . ., . , 4 COM P LI CE i , : AN ki:fliet:g. ' siattik:C „.4.4.4:kei:34cla:iitVgirilk.ifitttignitaili ' R EQ U IR ED , P.Se.i. • EX 4.11186,01464104.ir.iita.:it: f.6.:100 . .,.. ,,;, - • • .ii.:< i INSPECT ----- IMPORTANT: Supply Information and check appropriate circles In the Ey shaded boxes. Disregard topics that don't describe your building or equipment.11Q_NSIT.place checks In the two left columns. .• . e iit -".'••• ntt , • ' . ' .':-:'3". .... ......... .... . .. ........ .. .,... .. . . ... .... . ... ... . .... , . . .. .. - - ...... ..... ,.... „... . . ... . ..... ... .. „ . . .. . .. .... .. ... .. ............... ,„ .. . , . . . . ,„ ..... . . . . .. ,,,:..; ED E] 0 Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): Location Minimum at .25 w.g.. _ Fanlabel CFM(.1W.G.) fi.;•:::: ..„. ..::, Kitchen fan 100 CFM ,• 134-00 q 1 . :-• • An•-.:".---.' Bat h roorn fantft3._____) 50 CFM . ( ,,, r , In ::::,:• :.:...• Bathroom fan( .) 50 CFM 1 ,...;.,: Bathroom Ian(__) 50 CFM Laun fan 50 C dry fF7v1 ca 1 ,15 1 :•:„: :::••• 0 50 CFM (1-2 bedrms) 7 7 Whole house fan* 0 80 CFM (3 bedrms) .„. yci7oosect7e) .., 100 CFM (4 bedrms) •i-c. - , 0 z_ - ) / t *CD CD P3r.i,...Vh41::::h opS. prtie ., .. : ;:i.!:::i!:::!',.:;: .; ;J. , : •'4:1 - ...i4 ; :(a..0 . w . o . . ili1 ED ED olyYti0) :iit*:V, (.:::::::.:'.!: :.:(4:4;*!:::'life!:'iAii:'00S01:::::Iigli, 1!)01k i . :.,:: wtiole..tlpob :,•:;;:l'El!':',•!:::1:11:::::: ....................................................................................................................................................................................................................................................................................... .N:i: (f10ous1) ....... ... Bath ................. fia4i.•j*kigi)0Miii.i.::::::4!:::! :2 Ej (i i 6 t ..• y:,:...p01e 6 f:::fiO46ii41p)01•0101:1plr.i0:tippt,P00)ON:qe;::C)60S,;1:;:;i:eal0 '11 t air'..1010.i:; AQ11 It:i'Ofi.:'f ronn: hO'iOijadiiig'.:*itpripi.:46iih0:.:foi'. ........... i , !,!: , ...'g:: , .$ . ' 1 ;:::..a ... ....1 . :'.:4 . : :i'::',:i... , ..: : . : ;::':::::::',.'::., ...: . :;!:. ............................................................................................................................................................................................................................................................................................................. 17 [7_3 0 Mechanical ventilation tan ducts shall be 4" and properly sized using IAQC,Table 3-3. = t= EIF • :: :: : ..e . ...i0(i.it::::A: ' .:::::..:V. .... ■•:;, ii port ip' 0.Oiii t i60ftor . ::400!0...**4illi 02::.013CY::'q 0 i r 6 ji ii'.41r,:ji.iti.i.frd 06jW611yere • ...:•,:. ....... ..i..:.:......:::...:..:•:i.:.:.:,::.: ,.. : . .: . ::i:: . .;.:.,:::: ............................................ ., . ii::::' ..................................................................................................................... ED f= i Re :11.gii;) .y,ti tio • ........................................... ....ed*:*0):,qp. SI cans, ::#()1164: or ' j§011pri !) 1p!:0 2•I'. () Ap.Y:;p.i., 1 kst e 0.1 NI y rp octq.p.d : by a 11!! aiti.,)pOX:A(::oitlio0a4i box '-•,. 1 4 06ara066:16.:cOti:6(it0 •.3i..' leitulatibl '! WSEC Framing phase requirements: L Insi...:ected by Date .) . - Page 4 of 6 •.‘ „ 4 .1. , ro . .,1:-.4t . $-1.," . ..$: . m)•ors ., Ityl:14,p.::;;„,r.:§.1 . ...T.f..,: ; .,:, : .kfp.v.1.!.tr,4i%<5,t i r::t ,-, :k . : , ;;..:...... ,,,, :.....,.: - ;:,,,,.travo . ,,,:s.-..,.. ) comp LIANCE pSt'V A, '4* te Yf'. aS .:" •.' - .•'''''• ••• 0 ' 2. ' '''' . • • . , 3'' •-:. : v ..,Li.: /,,,.! $ •%:- vi ,,,, .....: ...., • ;, _I .........:.... .:: g ... . .. ' - : , , .g• ,. • , X , .(.% . ';. REQUIRED •1 V%-gfkv .•.:•••,•:,•,- ‘...c , ,-;.-,,,,.., • ,.., • ,....',. •,-:,- " • •••- • ...A- .q'' ','' • z>• ...t4- ..<,; .: k • ..,):4... &‘: '..V`:'U ' IWNO„ :f...': • • •:: • .;'tM.........?, ...% ,,:: "s'.11: ..t k*,3,0; ,, .,,,,,,,, : . ■ . , ,.. Ey Ptc1.1. . .]..4 . :1.A*.k . P . I . Llie. :trati...4.$.':*-?.A :P. tt. .00. !I:1:s . anti:ft:fill Os': ' .10 ':' ii:' ,.1' ' s'...\''.. .- . , . ... 1 ,z,k.:&.,,,,,.,,: k r„...,,,,,:...,. w g,A.sk::.•v.::,::::,, , ...I. , ,,, , ,...=....,::::,,,k , o:'.x..:,,w,•*:-.3.k.sv,: r •.4:4:::<.:.i::::o , :*;i,o:: , m , ;t.K.:frF*:Ks..ti*wi . a . A ,,, fil.:ift , :<.*- , .l;dw.&,, , , , ,k;::t 4 v ::: • - • - • ......,,,x :::>::.,...g.,:•,, . • . i. w• ,, , ,,,,, .. ' 14 INSPECTION 181116611111411111111 s - '''-- - '' ' •••• • ." • • ' 7 ' . .. ... ...••'•••'::••••' 7-7: ;.... •::; • A • '••:‘•'....‘-:•:••••'' ,.. •• ' ''. APPROVED , IMPORTAliT: Please supply information In the shaded boxes and check the Pr appropriate circles. Disregard toplcs that don't describe your building or equIpment.DO NOT place checks In the two left columns. t414,..$ ' • gATIO: 4 0 ED Exterior slab Insulation, If not located on the Interior, shall be R-10 (Table 5-1, 6-1). 0 Ej BInterior below-grade wall Insulation, only If none on the exterior, shall be R-10 (S. 502.1.4.10) El 0 tb 0.4iiiiiiiii. d w i''er""''''''''''' : "" : "'"'"'''""""'"'"''''''''''""''''''""''"""'"''''''''''''''''''" : "'"'"'""'"'"''''''"'""' : '"' .....................................mm lbs i §:: :: s w mompriessio.rtIO Tabia:8anai:: ::::w:::1::.r -x P 0 0 M014)rlcit i.'.:001:1 O.Wi'i:t1:..r...att.0:: $:' 1 I ated V1t#otit ',...••• 1 • :•: ......,.. „ mg: , .. o tioris411:;;;:lirt/:,•,...:;:i:Mi:::::A/„..H .. :1;:: : : : ,\/ .. :11)::::•1::::::::::c::::::::1;::::::::::::.:i1:::::: . ::i..::::::: . ::: , :iiiiiii::::::I::::::::::.:i.:ii.;:iT::::::::::: , :iiiiiiiii:i: .. i . ;iiiii . :: : ::::::1111i . :iii:i . iiiiiiiiii . .iiii...1 0 . 0 • 9 ''..i.g0i) t.0:07::: :...„..........„.............,...:::::„:„......„::::::„.....„..........„....:.:,: , ::.::...:::::::..,:....::......:.::..:::.....:,::::::.:.:::..::„.:::::..:::.:„:.,:....„:„.„.,...:„..::,,,,,,,,,::::::,,,,,:.,: 0 0 EjSkyllght wall Insulation is installed and equivalent to the required wall R-values above. ...............,„,,......:..........„...„:„....„:„„„,..,......„....„..„...„....„:........„..,.....,....„....„.....„.....„:„......„,.......,.......,...:....„.....„„:„„....:................................„....................................................................... ...... .... . . . . :.... .. , 0 0 0..:ppMp1plfits Itip„ 110 :i S01):0! op F loor s : - .::::::::::::::: fi .;:.;:i .i A f :......i:. glue '....,.....: : .P.1 ti.). .T..i.;::,...! ;. ... ,i;: W : ii:DacKeta: ,, att \t tli:.:::::::::::::::i::::::(:) i3 ap . ii , a4 .,, 0 , : : :,::,,...::::: . if:i:::; . ::::; ,, ,v:::::: , ..i:::::o::::::::::::::.:: ,, ::::::::::::::::: .. . :,,........,,,......,,,,,,,..::.::...............„:,,,,,,,,,,„:. ...:...::::.:...::::..,,,...:„:..:...„.::::....::,:.......:.,.!......::,,,,,:, ..),.. : App...,..§tap...9..... i ...i LAPVA:::::: . • OO1ii.tl'4';' i'i '' ,..... ::"•'"""""'"''''''""''':'''' .. i3V nsu f a. t , f ory .:::::::.:. :.. „:app::;%Rpjpc1Pg94:0:3AI. ::;i6:::::::: 0 0 lell31:1Heating .,.1E $i, 0 0 P 0.1: 16100166 iiii$ii4:06.elAtilii:e6::.6.iNV .•'P..NF:R:1:;10:...::.oft:::i.yd..i4i.oii.Kg.6:ti•:fa.•::ij:.iiifl'a'ffi5i:::i:i4:tO. 011:::6fdi::::::":1b .."... ''".'::'''''"'* ,(:).......i..:01..iiai iiikkg.001111•6 Vag 165.11:411•1 Furnace and heat P • ....'!.g:',I.ii'..:.::0..watoy::.6ii....6 6Negtisdifi61getig:.ivgoj:,jih:,gg;::i:,u,a:::::Nogap,iusaiiigiqai, Options may be change ::- before July 1 1991 :: - ' :.,..• O 0 nfi force- @asOleifi::::::. .,: iiii'6ii: : ,,,,., : • : „ . .. : ...: .i y:•.....f.:,..... : i.............•: : ,..,„: .•.„..... t •!". : ::i ] ':::' : :: : ::r::;''':1::::..::•• ,. ...7: :: (0pt , ..(0.40 . ....gj 1ply...4y)0)i.:ii)):0:::::::::::::::•,::::::::::::::::::(,.:.:.iii..01:..(00:001',:fti.))Mmiligiiil'ACY:1:...0*iik'0iiitv.y:li:::.:i:il:0 O 0 904 0.. ii.)•;C...ehif rii.A::::::: oViii )346 0 0 I/ a aiiiiiii':•.•6 h ea ti ng "'!:'• •:::::i.:•••:',...:•'',.-......t.:••••P'i.:.;::•.::::::::::::•••:. 9!!9109P •.::::: • ':••••.•:,•••';',',:.,:.....:::•:•.:.••••;:::::•::::::,.. P.Tt {S .00.84 P. •?:.•.:::::. c-: ....,•,.....,....,...:.::.:•:,........,...::.!::.....Y...:9: s y st em 1: 9!.4•1::.: .ei0 ... :;•::•:i'ii....: O 0 @Dilfgp':; ..................................)....................................................................................... ci;.pays9:.::...j O ,OAI:i4::: e ach iiitif4f,j ......... ............................„.............,.....................................................................:........................................:...................:...„.:„.........:......................:........:.............„.......:.:„....:.,.....„:.....:.:........„•......,...:::......„.„•:......,,,,,.:.: . ............•.............. . . ... . . . . .•.........•...:.....:,.:.......„...,.........„.„...„........:..:... •.:.......,..........,...,....„.........„.,............„..............................„.:„..............„....:::::...„.:::::....„...:::::.:.:::::,:„.„.„....:.:,:„....„:„....::.:......:::.::::,::::::::::,::::::::::::„. . . ........................................... . • 1 r , N WSEC Insulation phase requirements: , Inspected by: Date ___ g r.4 4 ; F #1 1p , • • :41E4.3i:••:4• ,:. : wi4.4 ..V.;,:: f .$: :r-:-. ' •;,%, **4::::- ....6 . . . . [7_1 o Ey:: ...................................................... t..i....;1'..:1.... .. .; ; ;. : 0 :• •••;' , .:• . :40"11:"Op.iini:ii::::::1111:1 ; :lii.;i , :: , :i..::1:ililiiii:: • - • 014f§'" '":1 11, ""fV -'''V) "''' .:.i:',•••••-:-:... : D :.::::... 4e • „..::::'....... (d i iptip... V .: f ; ::::........:. 0' 0 Ej iin . i.t 0.::....0 e:iinsul '.: ::::;:i.:::,:i:: 0.1J:.:Ni.ii..#;•••: - -rab2i9: 2 -liil$:ilr: 0 0 12:10 • p cipE:(yoe ... : . are . , ,. (1) .,....•.,::::.,......•......:,........,.,:....,... . ..,........:i.,:.,.i..):,..:::::::...i.,...:.::::::::.,;•::.:',.::::.........(2)..,...,:::::.....•::,..............:::...,:,.:•:::::::::•.....::...;:.::::...:.:::::::.:,.:::::i.:::::::::::i:::i.1::::::::::•:•...0fi.:::::;::1::::::::::::;:l...:::,::::::::::::•.,1::::,:::::::::::::::::: • Page 5 of 6 review existing footing stem wall for second story load to exist perimeter foundation roof frame walls bending plain concrete tension westwind design scheer residence lateral design jan rohl ti• I ,' • • ir d i •L•••-• 4 ig . -- -- c. r ( ' . . Crp 1'111 1RES , Afilel•It .. . • . 1 .1 .1 1 VeVa (11 ( 1 • 5' al __. .... .d ..-- +...w& 'SACS • • . • 4- I ARIRi 47tIVJ I 3 • . , ..,' 1 _ fT1:•6' le,oss . . . 14) . . o ;1 , o 2 L..___. ___ ________ ___ 'fjjj . . . . . . . . . t —to=6.- . ___________r_ ........... 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'g• --rr 4,41....k- x (►-w -o x y .. y t 0 h < 11 . A 1 x kZ4 • 170 1 4 t 7.. l t•r 0. ` 4 ( Al 1 w+ 0 , • v , - . f tea g `S Z , 11 k- x I x S . t 57 t_ (0 co .. 1.' I\ I v iNN �" W .Y M�.� /Z • I le) 4_ l O ` P A e :1 4 i - NJ ` •a'rr -t i c. - Cif') V , I N- s ;.10 c o v, 1 `l 4 -15- '-c', . 171.A./-,4* . `R•-Pr-X 2 4�o x I1 x 3 3 pt- t 8 I 44. a 174- _ A - 1 • L . (4. I z� x 174- x t Sc . ti-o�. -� `l z k 1ov / ,t 1- s 'O •. ze„, t ' +'3 c Lt.L RF I 3 ar 110 x 1 e x 40 x zc. - °i k t4- , 23 ft R . x , 110 x I G. �� • _. 4 G7o I' 1 r Ric `.° x (o G x 1 t,.v+ I t." •.e.. IGt ra FL'°'a°[=- I 3 G p t# " /1 - 4' 0.c. 1 e-t4 ki twirrl la` 0 . c. pt icy 1' . . :. ..., -. .. .. .., .. , .- r . ».w...nr.x *.r.. .xw w•MF x-t':.n.- ,rn.r;,asi�R N.....a9 tt.. +r Irv.• s- i�ra. s.•..,. ..,r�r.,n.m -. �•.a»v- .w•.v.nnn...... e...• .-1 .. Y. l'S(: .... ._"..F: C k2 • 444- T - serir-- re'1ec. s . 11 - COP Inia ma 2. 7, 't ('14- x 20 3..E, �iS t 174 7-60P `, 4} y2.e{. • F0, = n . FA. r h4 24 4; ze+ 174- x •G 4S14 INIBEIEEMPSE 104, FA' '"-t - x 20 a Z.I 7 • reo loCo t z ,,` ,. 2'7 5ta•� IoG. Pt,te x C# z G Z L"" • • D Fk oco Ft-tax.. 2156: V rt. d6 t ..w r - 2t 2p f — 45%4 z- (e +el- t"� 4.1. 6 34i • 51 • 12/ 7.4- I. d ►r . I GT z •— 61 al 4-/ ' 4 47 -K, (w - re. srr'ar 1 • 11 ht+f I I O 1".4 CD N N ( IldW 9A I i ' • f r1 Z5,2 4:28 if . R. ";,11 s Nil vo-lt 'r,.... R , < z R 7761 .. + F Ft. P4. l'Id- rr v:: 2. 4 z z G Z T' „ Fi. 2 .24.6 1 .f- I(V X 24. s 7 6. Slbf-1'oshic ,- w/lrtn. g . — u 5'!4 f -- . ... if 4 2 i 3t21z Z I -S,z 45 2 4 4 1 ZGp I p5 - / 21 eRe I (31 1 I , I Z II 3 2762,/ 36,°I Z ' t �� �I 4 t 3,'3 3 • 2Z4 3 z , f r `.., ' D.O.T.M.I 7823 ;• 5892 I ERR I ERR ERR I ERR C = T I 3911 I 1964 I ERR I ERR I ERR I ERR I HOLDOWN FORCE DESIGN TI 5867 I 2946 I ERR I ERR I ERR I ERR I U S E >I 1 1 9.. I �.7C I I I I I I I H ST4$ I I I I I I UNIT SHEAR v mAX : 503 I 266 I ERR I ERR I ERR I ERR SHEATING TYPE > NOTES : 3 6 v/(120( - Z•" •c. h Vmax - MAX SHEAR FORCE TO THE C.L. OF THE WALLS hmax - WALL PLATE HEIGHT L - TOTAL WALL LENGTH (L1 L6) WALL LOAD- TOTAL DL AND /OR LL TRIBUTARY TO THE WALL Lmin - WALL UNDER CONSIDERATION OTM - Lmin *hmax *(Vmax /L) RM - ((0.5 *(Lmin"2) *hmax *DLWALL)) DOTM - OTM -(RMDL +RMRDL + RMFDL) ' C =T - DOTM /Lmin HOLDOWN FORCE (C =T) *1.5 UNIT SHEAR Vmax /TOT L N - S DIREr.TTnM I I ;FLOOR ;FLOOR ;FLOOR ;FLOOR ;FLOOR ;FLOOR I IC.L.A IC.L.B IC.L.0 C.L. I IC.L.A C.L. I I 1 1 1 I I a I 1 I I I , 1 I I I I I I a I I I I 1 I I I MAX TOT.SHEAR Vmax I 6644 I 2756 I 3692 I 0 : 5600 I 0 I WALL GEOMETRY hmax 1 g 8 8 8 0 8 0 L I 9 I 26 I 17 I 0 I 9 I 0 I I I I 1 1 • 1 1 g a 1 I WALL LOADING DL WALL I 10.0 I 10.0 I 10.0 I 0.0 I 10.0 I 0.0 1 DL FLR I 15.0 I 15.0 I 15.0 I 0.0 I 15.0 I 0.0 I DL ROOF I 15.0 I 15.0 I 15.0 I 0.0 .1 15.0 I 0.0 I T.W.FLR 1 2.0 1 4.0 I 2.0 I 0.0 I 2.0 I 0.0 I T.W.ROOFI 0.0 I 0.0 I 0.0 I 0.0 I 0.0 I 0.0 I WALLS LENGTH L1 I 2.0 I 26.0 I 7.0 1 0.0 1 2.0 I 0.0 I L2 I 3.0 I 0.0 1 3.0 I 0.0 I 2.0 I 0.0 I L3 I 2.0 I 0.0 I 7.0 I 0.0 I 3.0 I 0.0 I L4 I 2.0 I 0.0 I 0.0 I 0.0 1 2.0 1 0.0 I L5 I 0.0 I 0.0 I 0.0 1 0.0 : 0.0 I 0.0 I L6 1 0.0 I 0.0 I 0.0 I 0.0 1 0.0 I 0.0 I 1 I I 1 1 I I I I I a I OVERTURNING TOT L I 9 1 26 I 17 I 0 I 9 I 0 1 L MIN 1 2 I 26 I 3 I 0 I 2 I I O.T.M. 1 11812 1 22048 I 5212 I ERR I 9956 I ERR I R.M. WDLI 160 1 27040 I 360 I 0 1 160 I 0 I R.M. RDLI 240 1 40560 I 540 : 0 : 240 1 0 1 R.M. FDLI 32 1 10816 I 72 I 0 1 32 I 0 I D.O.T.M.I 11380 1-56368 I 4240 I ERR I 9524 1 ERR I C = T I 5690 I -2168 I 1413 I ERR I 4762 I ERR I - IOLDOWN FORCE DESIGN TI 8535 I -3252 I 2120 1 ERR 1 7143 I ERR I J S E >: 1 1 1 • 1 I a I I I 1) I I I I 1 0 1�/ 1 1 1 JNIT SHEAR v mAX 1 738 1 106 1 217 I ERR 1 622 I ERR I 3HEATING TYPE > 7 t>. 1 34 G p mAvd Z d •c.. t4 . Go" 0.e.. 6 op. 3/ 444A • (0 E - W DIRECTION ;ROOF ;ROOF ;ROOF ;ROOF ;ROOF ;ROOF ; :C.L.1 ;C.L. 2 C.L. ; ;C.L. ;C.L. :C.L. ; 1 1 1 I I 1 1 1 1 1 I I 1 1 1 1 1 I I 1 I 1 1 1 I I 1 I MAX TOT.SHEAR Vmax ; 2262 ; 2262 1 0 ; 0 1 0 0 ; WALL GEOMETRY hmax ; 8 8 0; 0; 0 1 0; L 1 . 23 1 15 0; 0; 0; 0; 1 1 1 1 1 1 I 1 1 1 1 1 1 I WALL LOADING DL WALL ; 10.0 1 10.0 1 0.0 1 0.0 1 0.0 ; 0.0 1 DL FLR ; 15.0 ; 15.0 0.0 ; 0.0 ; 0.0 ; 0.0 ; DL ROOF ; 15.0 ; 15.0 ; 0.0 1 0.0 ; 0.0 ; 0.0 ; T.W.FLR ; 0.0 ; 0.0 1 0.0 1 0.0 1 0.0 0.0 ; T.W.ROOF 12.0 ; 12.0 ; 0.0 1 0.0 ; 0.0 ; 0.0 1 WALLS LENGTH Li 1 13.0 ; 6.0 1 0.0 : 0.0 : 0.0 ; 0.0 1 L2 ; 3.0 3.0 1 0.0 1 0.0 ; 0.0 1 0.0 ; L3 5.0 1 3.0 ; 0.0 1 0.0 ; 0.0 1 0.0 ; L4 1 2.0 1 3.0 1 0.0 1 0.0 1 O.0 1 0.0 ; 0 L5 1 0.0 1 0.0 1 0.0 1 .0 ; 0.0 1 0.0 ; L6 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 ; 0.0 1 1 1 1 1 1 1 1 1 I 1 1 $ 1 I OVERTURNING TOT L 23 1 15 ; 0 1 0; 0 1 0 1 L MIN 1 2 1 3 1 0 1 0 1 0; 0; O.T.M. ; 1574 ; 3619 ; ERR 1 ERR 1 ERR 1 ERR 1 R.M. WDL; 160 1 360 1 0 1 0 1 0 1 0 1 R.M. RDL; 360 1 810 1 0; 0; 0 1 0; R.M. FDL1 0 0 1 0; 0 1 0 1 0 1 D.O.T.M.1 1054 1 2449 ; ERR : ERR : ERR 1 ERR 1 C = T ; 527 '1 816 ; ERR 1 ERR 1 ERR ; ERR 1 HOLDOWN FORCE DESIGN T; 790 ; 1225 1 ERR 1 ERR 1 ERR ERR ; U S E {1 1 1 1 1 1 1 1IV 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . S1 N�!{4{,4j 1 1 1 1 1 1 a1 1 t 1 1 1 UNIT SHEAR v mAX 1 98 1 151 ; ERR 1 ERR 1 ERR 1 ERR ; SHEATING TYPE ;> > t> NOTES : P. ri r. Vmax - MAX SHEAR FORCE TO THE C.L. OF THE WALLS hmax - WALL PLATE HEIGHT L - TOTAL WALL LENGTH (Li L6) WALL LOAD- TOTAL DL AND /OR LL TRIBUTARY TO THE WALL Lmin - WALL UNDER CONSIDERATION OTM - Lmin *hmax *(Vmax /L) RM - ((0.5 *(Lmin ^2) *hmax *DLWALL)) DOTM - OTM -(RMDL +RMRDL + RMFDL) C =T - DOTM /Lmin HOLDOWN FORCE (C =T) *1.5 UNIT SHEAR Vmax /TOT L , s LO C2 0 £ £ £3 1 • IZ 0 < D D DD D-i N • m r r r x K N 0 c N r• GI -I - Z m m Z 73 r o 1 D -q � Z 0 3W - � 0 0 I 0 W M m {73 t7 numm or-1 rrrrrr- l-ivue r - c m • . • o o-Cn A C1t -• • rrr 33 W 11 0333 -fZ-i H 1-1 g£ ��1£ X min s: . • • • • . . D z -1-4 • -X£. oro r v.-1 2eUe o73M r •• r -4. r r N t- r t+ r r W r o 1 v Q� V W 0� ^ A Q` U M • • • . • • • . • • 1-• 0 00W00WtJW 00000000000 c.4WtJ om • Cif A Cn i- µt= W r o 7 tJt r-n a- � CnN , O 00 C4C40ON0C4 tn Un 03 0• • 0 -i .Q 0 cii- •0.•AW0 E. • • • • • • . • • • • t-+ 40 N77 -+ 0` v 0• Vt- WOWVC•ICf 00000000000 OWN i k -- ='= -- -- -- -- -- n r • r m MM M 00000000000 • o M 7D 730007000 00000000000 000 • r ro m m mm m 00000000000 • o o . 73 . • • • • • • ■ • • • X 7D XX000X00 00000000000 000 • r ro • 1 m fm mm 00000000000 • 0 • • • • • T X 73 3000100 00000000000 000 ro m m mm m 00000000000 • 0 m m mm000 p 0 00000000000 000 ,. ,_, �� ._ �: _ _.:_ .. ,._._,,. __ �.._. SHEAR WALL SCHEDULE ( NOTES 1 - 10 ) - ,17.., WALL TYPE SWEATING AND NAILING . Nailing - 8d common••(or galvanized) box nails .. > gyp, 0AP 0 6" o.c. at sheating panel edges, 9 12" o.c. at inter. framing members • Interior sole plate nailing - 16d m 6" o.c. Exterior mud sill - 5/8 "dia► A.B. 9 4'-0 "o.c. • ( Min. two A.B. per wall panel ). .Allowable shear with framing D.F. -240 PLF' Allowable shear with framing' H.F.- PLF V 7/16" APA rated sheating,blocked at all cages. Nailing - 8d common (or galvanized) box nails . 0 4" o.c. at sheating panel edges, 9 8" o.c. at inter. framing members Interior sole plate nailing -(2) 16d A 6" o.c. • Exterior mud sill - 5/8 "dia A.B. ® 3'- 0 "o.c. • ( Min. two A.B. per wall panel ). • Allowable shear with framing D.F. -350 PLF Allowable shear with framing H.F. -287 PLF • 7/16" APA rated sheating,blocked at all cadges. Nailing 8d common (or galvanized) box nails 6 3" o.c. at sheating panel edges, . A' 6" o . c . at inter. framing members, Interior sole plate nailing - (2) ibd 9 4" c.c. ;; Exterior mud sill - 5/8 "dia► A.B. 9 2'- 0 "o.c. ( Min. two A.B. per wall panel ). Allowable shear with framing D.F.-450 PLF Allowable shear with framing H.F. -370 PLF i/2" APA rated eheating,blocked at all edges. Nailing - 10d common (or galvanized) box., nails Interior sole plate nailing -(2) 16d S 6 "o.c. ! Allowable shear - 300 PLF (- HOLD - DOWN SCHEDULE (4, <> Indicates HPAHD22. Embeded in concrete; nail to (2) 2x stud with 24 - 16d nails. Indicates MSTA36 strap tie; nail to 2x stud with 26 - 10d nails 3 Indicates HD5A. Embed 3/4" dia. anchor bolt 14" into concrete (or use STAB20 A.H. with 16" minimum embedment); bolt to(2) 2> studs with • two 3/4" dia. machine bolts. 0 0> Indicates HD7A. Embed 1 -1 /S" dia.anchor bolt 19" into concrete(or use STAB2Bwith 24" minimum embedment);bolt to (2) 2x studs with three 7/6" dia. machine bolts. • S Indicates HD9. Embed 1 -i /S" dia. anchor bolt 25" into concrete; bolt to 4x stud with three 1" dia. machine bolts. NOTES : 1) All hold -downs referenced manufactured by " Simpson Strong -Tie Company, Inc." Hold -downs of equivalent capacity by other manufacturers may be used. All hold -downs shall be installed per latest manufacturer's specification (Simpson Catalog C- 92H- -1). See plans for location and installation details. For anchor bolt installation requirements see note 5 at shear wall schedule FLOOR DIAPHRAGM Minimum 19/32" thickness APA rated tongue & groove sheating with exterior glue over 2x floor joists @ 16" o.c. with 10d nails C 6" o.c. at supported sheating panel edges and 10 "o.c. at intermediate framing members. (see arch plans and / or general notes for req's ) (. s . AcL A . T ■ e 5 35' ( /F1 , -P ,a a r/ ,r. M. G* n � �.,— S ti r- . - A'-t- - _ I � z cp � ,, ann- �wl 13 vt- 34 cgs n .k; I '� : 10,51)". "L/ F. 4 e. (z) Woe k , co-04 c. eo'1s44. `r p. rp , ( 1 , A y',- uet—,vL A tr .. i rip 43 1 0 z • 0, y. A 1c, 0+-) 0/3'1, N " d S ?...C1. SAri.I 3 Ft " wbs'A 7:- 0 1 3 _ 34" ,� i, ) O tte, t , 2h�� it to , _ t, x ILU iz -6"vr- -- 3 /4 - 4 50 - 1 - t j Z 1.1;7 Py Zsz.. 3zr z ei? ‘ e, w S 4 O ` � 33 rz- . . .. . . . • . . . . . • . . . . s ' . -' ' , - ,. , , . . . • , • ' . ' ' . . ' , • . • , . • . IV . ........ . ........ ........_ 7/ ......-•-• 4'atz . - • ' (.. 16d - '' O.C. (U.ON.) r 1 Q HORIZONTAL D IAPI -IRAGM - SEE NOTES FOR NAILING ,..., () kj 1 Ai ll I 1 MSTA3b ill/ 26 - led I��� TOTAL 11.! i T Q i_� N u a FLOOR JOIST - QC FO R SIZE 4 S PACING SEE PLAN • • 1 NOT : FOR TYPICAL SMEAR WALLS 4 HORIZONTAL DI APHRAGM NAILING SEE E3 4' ( t i ; ' ii YET1C4L - WALL TO WALL • CONNECTION A 1 e • 1 e ww�r..•���w.. �•• M��y ••raw r,r...�rr�I•+ww��r♦�w +.• •� ♦ ' '' '.. >. ..... . . . < ..... .. ..... ..... _., ... ..«,... -. .... ...w.•nn<.t. 4�v M. en) qu�tyvn,..!•. a.+ tYeC• C. 1v.r1'i14�t�'IiI�H�.24�St'r,�l. TS ro.nwx +.nr..r.. «...... o.................. �.........,.....»... a....•..«. rw.. e« rw.. �. e..r. +.wrYSYhY1kif:N'�'A ' d 16d - 6" 0( )(U.O.N.) 4 - 16d NAILS INTO 13LOCKINGs i 449 tu■ ""iP • 7tr iyi I I. !! .�� 1 a SHEAR WALL - FOR \IAIL.INCa < TYPE • SOLID F3LOCKINC� 5EE SCI- IEDULE m 4 -0" 0.C. 2x NAILEF: W/ 10d - 6" 0.C. ■OTE: FOR TYPICAL SHEAR WALLS 4 HORIZONTAL- DIAPHRAGM NAILING SEE 10 TYPICAL, SEAR WALL (JOIST PARALLEL WITH WALL) . : / ( 16d 6" O.C. SI- EAR WALL : : 2X BLOCKING W/ 3 -16d (2)16d -6 " JOIST 4 r,IAPI�. 1 2X BLOCKING FLAT Al A �l • r - IN O !BLOCKING 4 TOP 1 DOU1BLE JOIST NAILED W/ 32 „ Sl -4EAR WALL 16d- 12 " O.C. . S.c2M FOR TYPICAL SI -EAR WALLS 4 HofelzoNTAL DiIAPI -I S1 NAILING SEE 0 L ► S4EA 81-4EAR WALL OFFSET (PARALLEL.. TO JOIST) ( . . . ; ROOF 1,1,41=1-11RAGK, l, .• e t OR SKIP SI-EATING 1x6 W/ / (2) eel 410EA. SUPPORT e - SEE SCHEDULE •/° ,., 144 ( SIMP 5 °N - •'. PREFAB. ROOF TRUSS / HURRICANE • OR ROOF JOIST wouaotast ./'' LOCATION '' . ESLOCKING NOT SHOWN 1W 4 .. s „.. ' ..---.. FOR CLARITY"( SEE EA. END .............. SECTION - 19) (S -Sd TOTAL) . , . 2x BLOCKING W/ 2 - 16ci II NAILS/MOCKING 1 ' SWEAR WALL NAILING - I SEE 5C1-EDULE ... W is SECTION. 1601 • 6" O.C. ./ .// OCKING . T ," PREFAS. ROOF TRUSSES / 2x BL •,. OR ROOF JOIS „AA CUT TO FIT . _ grAvielmumil 1 . •#' RN 7 -4111111111111111111111111: A34 • 48" 0.C. e ::::---■111. :1 SHEAR WALL NAILING - 1—, SEE SCHEDULE SHEAR WALL ... NAIL IN - I SEE scHEDui_E I NOTE: FOR ADDITIONAL INFORMATION SEE SECTION - IS • •le SECTION . , . . , . . , . . . . . . . . . . . , . , . . , ... . ......,...............„..._,.....„...,... ,,,..........., .... ..... . ,.. -......., , . TYr. ROOT' .1 1,4PHRAGM (-- . t•IAILING - bEE SCHEDULE ' IH 11 FREFAB. MISSES ii 111 i • 24" 0.C. 1 1 1 111 41 . 2x6 e<4.,ID f5LOCKISG 4'-0" O.C. 1 Mitillibl&■, ;:.S.!:' . -...... 3 - 160.TO SOLID : .. . elLOCicitpEA. ENP - TYP. 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L .,,,, - . ,,,, ; : - , .,- • • :--.,,..-:;; ,. i ,...,:;;.•,-.,-,.... „.., „,.., - .., -- i,•-•..i. - ,..3 , .-.3,.,!.1.z.i , ...,: , 2;:. : ,,, -- - . ,, • - . .; • . • - -• . .•.' t r•Thi' 1 • 1...,c..1.2-1-1k1 - )L ILII 2 ii,L 1 s➢na or wa Chapter 51 -11 WAC Stela of wa,Nmpan WASHINGTON STATE (replacing chapter 51 -12 WAC) WASHINGTON STATE Chapter 51 -13 WAC E ffective Jul 1, ENERGY CODE July 564.3 Automatic Controls: Service water heating systems shall be VENTILATION AND INDOOR Effective July 1, 1991 • equipped with automatic temperature controls capable of _ • 302.3 Cllma[e Zoveat All buildings shall comply with the requirements aejusCmsnt Erea the lowest to the highest a cePtable temperature 502.3.a.S Roof/Ceiling insulatiob: Open -Blown or pngredl °mss- AIR QUALITY CODE of the riots t All to Zone g s d finetl herin. eq settings for he intended u Temperature setting range shall f111 insulation may be used in Attic space where the slope appropriate a be set to 120•F. or 49•C. g the telling ie-eoe more than three feet in twelve and there e ! • ' least thirty inches of clear distance from the top of the.eottoa ZONE It Climate Zone 1 shall include all counties not included 504.4 Shutdown: A separate switch shall be provided to permit chord of the truss or ceiling joist •to the underside of the e - in Climate Zone 2- turning off the energy supplied to electric service water heating sheathing at the roof ridge. When ea vents are. installed, 302.2.1 Source Specific Ventilation: Source specific exhaust MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY Re,UIRLeENT8 ventilation shall be required In each kitchen, bathroom, v TABLE 3 -1 systems. A separate valve shall be provided to permit turning -. baffling f the vent openings shell be provided r em as Co deflect closet, laundry facility, indoor swimming lmaing pool, spa, and other ZONE 2: Climate Zone 2 shall include: Adams, Chelan, Douglas, off the energy supplied to the main burner(s) of all other types - the intoning air above the - surface of the insulation Baffles where e Ferry Grant, Kittitas, Lincoln, Okanogan Pend o. service water systems. shall be, rigid ;material, resistant to wind driven moisture- roe water vapor ° cooking odor is produced, Re Requirements f b affles for ceiling insulation shall meet the rooms minimum source specific effective exhaust 1°i t ' r r " -.r i I J� Oreille, Spokane, Stevens, and Whitman counties. e'er 502.1.4.2 Insulation Materials: All insulation materials ' se ^e Uniform Building e section 3205 cif shall u be not leas than levels specified in Table 3 -1 Intermittent) g f r ^1e i recirculating and non-recirculating cape y y oparati r,. 50 ct. u0 ctm 504.7 Pipe insulation: For recrcuang Continuous operation 20 cis 25 elm n9 (e) for minimum ventilation specs including facings such a vapor barriers or breather papers p in shall be thermal] insulated in accordance with require ants. when to asable, :Lha baffles shall be Cald ed from 102.2.2 Whole Mouse ventilation Systems: E ach dwelling installed within floor /ceiling assemblies, roof/ceiling systems, piping Y the top of the outside f the exterior vb:ll, extending inward, to g unit section 50].11 and Table 5-12. y g compressed sui v ita a wh 0 1e house v ntilat s ystem wD lch s e mblla s, walls crawl spaces, a[r]cs shall Dave a (lama s o spread rating of less than twenty -five and a woke density not to ) Sn e Sulation, and twelve inches v aint s1X inches ver[lcall lee etically ve Che heabo 1 l ve o t j e flll n a bl0 O f prow ltlin ac lea se 0.]5 s c per hour, Snsulatlon• than 1 cubic E ee c per m enu to per be plus a cod four hundred £fifty when tested Sn accordance with UBC 15 cubi feet Standard d2 -1. 504.4 CO naervaClom of Hot water i 502.1,4,6 Well Insulation( Insulation installed Sn eXter LOr walla per m nu[¢ Whale house vents la C WHOLE HOUaE E %2iTL5T TAI Y0.PfiCRI PTIVE HEQ UI AE ME:: T.O C..J Exceptions: 504.8.1 Bhornrs sad LnvnCOrlael Shows re and lavatori tl f es useor stl be designed limit e ncilat d on r CO a level r . 0.5 a i r changes p hour under n ma TABLE 3 -2 hall comply with the provisions of thle election. All wall operation 1. Foam plastic insulation shall comply with section 1712 o. equipped • ' i neulat i on shall fill the entire cavil Exterior wall ca vities conditions. Whole house ventilation systems shall supply outdoor m G p other than saf reas ons shall be i d with floe contr y c CFM CO w•erheads or aerators to • isolated during framing shall ba fully insulated to the levels of air to a.l habitable r -u through individual outdoor air inlets, r • - _ HA Src;., H1n is ^ the Uniform Building Code. devices o c r gallons system, ducting or equivalent means. Doors Types III IV and V construction the 2 0 ., .3 15 2. When such materials are installed In concealed spaces of licit the total water flow rate to a specially manufactured sho aximum of three dJ ga pe Che euzroundin9 walls. All Laced insulation shall be face forced -air heating s YS 80 124 0-'1'; , , , e flame spread and minute per showerhead or faucet, as measured with bath hot and stapled to avoid compression. ma developed lim ita[Sons d n o[ apply t0 facing, cold faucets turned on co their maximum low, and operable fifes in windows are deemed not to meet the outdoor 100 150 a a ir supply intake requirements. [ r l Ch 6 1 - - - provided that the facing is installed in substantial 502.1.4.7 Floor Ibsulations Floor insulation shall be installed Q < ontact with the unexposed surface of the ceiling, floor, TA6`E 6-1 PRESCRIPTIVE Im7JiIU918fLS' MR GG[IP OCU/FY tLY Q I `^) c an CI.LAlE XCCE 1 HEAT]. 13Y ELH�IC ReSI in a permanent manner in ub stantial contact with the surface or wall finish. being insulated.Insulation supports shall be installed so - - -- fn o 7 ]. Cellulose insulation shall comply with section 171] of spacing is ore than twenty -four inches on center. Foundation 302.3 Controls: All ventilation system controls shall be readily YRESCHIPTiVE EXF.AUST DUCT GIZING C7 the Uniform Building Code. vents shall be placed so that the top of the vent is below the accessible. Controls for whole house ventilation systems shall TABLE 3-3 O` 1 • OPT.: GLAZING GLAZING W3S CEQ•BL VN1I { WALL HAilrire w' iLext` FLOM' SLAB' lover euzfaee of the floor insu lation. be capable of operating the vent ilation system w ithout ener gizing 7 ■ 0 502.1.4.3 Clearances: Where required, insulation shall be 2 PI DQ1 ll- A1LE W✓A[LE GSiinra, A�JE alai Bad at • Exception Insulation may be omitted from floor a other energy- cons uming appliances. Muir -uc Y.uxir..,:o Y.J xi: N.u:: i. ("' '- j installed with clearances according t° manufacturers ARE C •1E GRAM CRAM GRATE Or areas over t'an Tested F1 Len3ch Sr Wr -., -._ . underfloor a used CFM alt 25 specifications. Insulation c ehall be installed s° that required ns RV. heated basements, heated garage supply plenums. Bee Uniform Mechanical Code section Exception: Continuously operated whole house ventilation [ion 50 s W 'q- n rt ventilation is unobstructed. For blown or poured loose.till - 1000 for underfloor 1 requirements. When o cc i i nch inaulatlon clearances shall be maintained through 1nstAllatlon of I. 102 0.46 0.40 R -38 R J A -21 R-21 R-10 R -J0 R -10 supply plenum Lego systems [u ms svi[c s m a ll not be readily accessible by the - Inc:. 15. - foundation walls are insulated, the insulation shall be [cupanc. 50 5 inch .D pr i er anent manner. The insulation hall not so , u• ' ' ( \` -l J 503. i.1.4 AOCeae Hatches and D0ore1 Access doors from condltla.. -_ block the airflow through II- 122 0.4J 0.20 R -38 R -l0 R -19 R -19 R-30 R -30 R-l0 Aar O •0 G inch r lwJ 6 lncn Cv2 10L a foundation vents when installed- ]02-1.i ur a Specific ven tllatlon eyetema: Sou rce specific e0 4 I Hoc ;.flowed 4 i;cl 20 spaces to unconditioned s 80 a spaces (e.g., attics and crawl spaces) When foundation vents are not placed so that the top of the ve a co inch 5J 6 inch iv ar 1JJ shall be vaathe rs[ri peed and insulated to a level equivalent to III. 122 0.40 0.40 R-38 R-30 R -21 R -21 R -10 R-30 R-30 ntllatlon systems snail b rolled by awlcchus, 60 5 inch 15 5 loco luJ 9•� d en um idistats, timers, or other means. the insulation on the surrounding surfaces. Access shall be 501.1.5 Olasing and Door U- Values: For Group A Occupancy, glazing 100 5 loch Not Allowed 5 inch 50 . 1......, prow equipment proven In IV.. 15i 0 0 R -38 R -30 R -10 R -19 R-10 R -30 R -10 302.3.2 Intermittently Operated Whole House Ventilation Systems: 100 0 inch 45 6 h Over 100 ! \♦, provided to all i t which is damaging o compressing and door U- Values shall be determined in accordance with sect Son a T. r .... • The intermittently operated whole house ventilation sys[e ms shall 125 nth 15 6 inch over lD0 ] the insulation. A wood framed o e \• • e V LSE 039 020 R -]8 R -30 R -21 R -21 R -10 R-30 R-10 must be provided when loose fill insulation equivalent baffle or retainer 502151 For other occupancies glazing end door U- values lnsulatlpn Ss installed, V. . c be constructed to manual the capability an ratio s 125 J in ch 7J 7 i n Ov i00 the shall be determined in accordance with either section 502.1.5.1 O cap y ope > > of which is to prevent the loose fill insulation from or 502.1.5.2. antl shall have anual control and a automatic uch a ( C,. VI. 212 0.36 0.20 R-38 R -JO R -21 R -21 R-10 R-30. R-10 Clock timer. a s .for each additional elbow subtract 10 feet fro;., Ice,c: !�' spilling into the living spar when the att a cuss is opened, T hermostat xhall D revlded p ow each BVAC system with a r of • Y V \ and to provide a permanent means of ma iota ini ]seta] led R- a P Y doge ° feet s value of the loose fill insulation. VII - r 252 0.35 0 -20 R -38 R -30 12-1.54R-5 R-21 R-10 R -30 R-10 55 t° 75 F (basting). Bas !03.8.1 302.4 Noise: Whole arose fans located four c r less from the interior grille shall have a s ne rating Of 1.5 or less measured TIE! ]02 0.32 0.20 A -]e A -70 11-19.11-5 A -21 A -l0 A-30 A-10 Controls for backup host installed t prohibit simultaneous at 0.1 inches water gauge. Remotely mounted !an shall be 502.1.6 Moisture Control Lion of the primary ageism. Sec 503 .2.2ro opera- acoustically isolated from the structural elements of the SECTION l01 -- SOLID FUEL BURNING APPLIANCES AND FIREPLACES L t.A. xn build cg and Isom at[acnatl duct work rk use ng insulated tetl flexible 401.1 General: Solid fuel hernia fiances and fireplaces shall 502.1.6.1: Vapor retarders shall be installed on the warm aide mliptm ' ^rxtlAi -' duct other pprovetl Curial. satisfy one of the following criteria: p (in winter) of Snsdla [Son a specified in the following cases Non-recirculating hot and cold water pipes located outside of the g d p" Exception: Vapor retarder installed with not more than 1/3 Sec 503.11 Excep Lion: Whole house ventilation systems which Lch a �e. G:. O the nominal R -value between 1C and the conditioned space. •c<°roiro so m. ..,,t «w.r. y«i,iwsle.. Pw• «sim mz.z. atd with forced-air heating r head - recover 401.2 Solid Fuel 0ernie9 Ap fiancee; Solid fuel bernsf, :e [ h n par integrated or i n g oP w« ro I • insa.f.a w., .w Ire conditioned apace /shall be insulated t° R -3 minimum hot water piping shall be insulated to Table q q sya toms o Y P 1 a lieeces r . 5 r Reclreuleting's entila Lion stems a oxen t frog the Bone ra tin shall b viaetl vi the followin - t' mt. cm<. eon oar cr.• eP«n 9r ..POt.e tv rims •fir co-eiti w. 5.12. Sac 507.1 sY P g e Pro g • 502.1.6.2 Flo° es Floors separating conditioned space from '""'•`' -i1ui1 LO PII - - requirements of this section. unconditioned space shall have a vapor retarder installed. The 2 • r •rt.r or w" ..a r.a rs i•ws rn.l•t• Duct Construction. All heating ducts in uvepnQitloaed /spaces shall a) Tight fitting glass or metal doors. vapor retarder sha have a o no perm dry cup rating or less °i "ro' • °i"0s•t .w.•,cm ' ' "°' «sv r .r , «h• sn si 60z ro 1 O be insulated to a minimum of R -B- All ductwork s joints, e polyethylene 302.5 Ventilation Ducts: All ducts shall terminate outside the (i. four mil. pyylene or kra Pt faced material). building. Exhaust ducts in systems which are designed to operate b) An outside source ..,,, �,,, . ,•.al<m w•I ft« I s..,•1 s,a cellirot" .n<k sue wlta ml.mmila�ro•tnt mm tar. .s «In both longitudinal and transvaraa shall be taped and sealed. All of combustion air directly cormecccd to oints shall be fastened w ith a m inimum of - three f See intermittently shall be equipped with back-draft dampers. A31 the fire box, o tested and ]]scud co tee performance • • 5 02.1.5.3m R oo[ /Ceiling ssemblies where the ventilation spas ..a.,. nr^°tnrty w:t <..In ,uul •Lim Plw j 50a-.10 exhaust ducts i unconditioned spaces shall be insulated to a requirements of z one s carbon monmono,: idu rest required by the supply space Department of Housing Development shave the lneulatlon is lase than an average of twelve inches S ��r� gym minimum o R- 4. 1 ducts in the conditioned shall Par g and urban ❑nvele Mobile (lore shall be provided with a vapor retarder. Faced batteinsulati0n - - be insulated to a minimum of R -4- Construction and Safety Scandards- whare used as vapor retarder /shall be face stapled. Single ' TA. 6-2 • PRESCRIPTIVE REQUIR KEH S' KR GROUP R Off/ .. • rafter joist vaulted ceiling cavities shall by Of suffidient CLIA1N DTHE l •1.711 G HY OOffit MILS 302.6 Outdoor Air; A mechanical system shall supply outdoor air Exception: If existing construccion prohibits the k depth to allow a minimum one inch vented air space above the required in section 302.2.2. The mechanical system may introduction of out fide combustiona r directly to to e lneulation. consist of exhaust fans, , supply fans, or both. appliance or the solid fuel burning appliance is Part o- OPIIIN MVAC GA27. GLAZING OCCRS CEQ..G Yt�II� SAIL WAILSiR LL•ext' FILM' Sus" central heating system and is n called in an 1. 502.1.4.4[ Vapor retarders shall not be required in roof /ceiling• t72CSP. emcees D- VAILIE U -VALE tYQ L AMNE BB[LM BQ al 1R 302.6.1 Outdoor Air Inlets; Inlets shall be screened or unconditioned space, combustion air mey be sepplietl to assemblies where the ventilation space above the insulation EPP" . AREA tUTH CITE ' A GRB n s room n weuch the solid fuel burning appliance 1 averages; o protected from entry by 1 ec lo leaves, oc her the r s tuolvo inches or greater. _ i o as not a • o a material. Outdoor air inlets shall located s z ° take t s lieu of located ducting. of combustion a ldi .1.1.51 Vapo[ ra to Tde[a shell not be zegUl[ad who r6 all of the I. 2I5d15 11-15 R -10 R-19 R-10 air from the following areas: n turnings shall be located as close to the solid prov . 1. 0.70 0.40 R-30 R-30 R- with a Closer than 10 feet from a appliance vent outlet, burning appliance as passible and shall he provided vi l Ss Sne Ca ]ld bs tveen Che roof membrane and the unless such vent outlet is J feet above the outdoor air a barometric damper or equivalent. The cembuetior. air . atruetut'al roof dock. II. Med. 121 0 -65 0.40 R-30 R-30 R-15 A -15 R-10 R -19 R-10 inl roe shall be no less than four (4) inches in dlaiwter b. Where It will pick up objectionable odors, fumes or Or the equivalent In area or as approv ud. 501.1.6.6 Nall Inauln[1 on[ Walls separating conditioned space III. .90 21% 0.75 0.40 R-JO R-JO R -19. R-19 R-10 R-! R-10 u from unconditioned apace shall have a vapor retarder installed. c A hazardous flammable vapors. unsanitary location. 401 -3 Fireplaces: F'i r¢pia yes small be provided wit each of Che ) Fated haft !naulation .hall be face stapled. IV.` fled. 212 0.65 0.40 R-30 R-30 R -19 R -19 R-10 R-19 A -10 d. A room or space saving any fuel - burning appliances following: over a �rw� _ 502.1.6.7 Ground Covert A ground cover of six mil (0.006 inch V. Id F A 33i 0.60 0.40 30 R-JO R R - R-19 R-10 ••./ • thick) black polyethylene or approved equal shall be laid o therer t a) ac fitting [lea approve 0uerate by a readil ` 4 the ground within crawl spaces. v The ground co /shall be - vI. Ned. 25t 0.50 0.40 R-38 11-30 R -19 R-19 R -10 11-25 R-10 Closer drainage than to feet from a eat opening o[ a plumbing Crcess essi ble naseal or pproveu a Loma tic On iz ul. 5 - lapped twelve inches minimum at the joints feat above he air sland shall extend the it inlet. b) An outside s ours e for combustion a the vent opening is at leas[ ] r ducted into .: overlapped i e - a [h to the foundation wall. - VII. mod l0i 0.45 0.60 R -]0 R-]0 A -19 R-19 A-10 Ij-25 R-30 f. Attic, crawl spaces or garages. firebox. The duct shall be at least.s square inches, °7 Exception[ The ground c may be omitted in crawl spaces and shall by provided with an operable i outside air re. L if the crawl space has a ncrete slab floor w ith a minimum 5 •„ rtv «alms .I. c«aitlar 302.6.2 Individual Room Outdoor Air Ielate: Individual room damps t. W • thickness of three and ens - half SnChee. �"` c... • mo,p;.e in .dtlw3 tow• °•• ems: P" '•°°• outdoor air inlets shall have a controllable and r u •r• s e cure g In /� el ^.0 r•wl..ons•ror .«r•rosim ll.t b. r «....Pi o ,'iala twlr•dd.ater i•w • w i l•si m tl ntnlp. •wur "wlel• a be capable of a total opening area of not less than four c) Tightly fitting gloss or metal doers, or flue tlra[[ L1. . 9l..lro :runt a. ceai;iv. d oo r .,w , ii.e.11 r «s„r.a sew a•,i I Insmna •,+oair «iro •ws se square inches and tested by a nationally recognized standard or induction fan or as approved for minimizing back- W 502.1.11 Exterior doors and windows shall be designed to limit l 9r w •wh rw.m. of m n[ •.... wsiouor E...2. rw «sor • •9« <.e Ms•• «sloe sue • • drafting. • li. s.e .. ra ng. a approved agency and located to avoid drafts. r air leakage into or from the building envelope. Site-constructed :=1::::::., . t ° ult O.•, x p"„ rotiw wtl s �ptl. ' "• x•q Ot ric . .•• `°°' « s.r .s.t. •r m,iia w 1•y mm mr.e « «In. ��u Exea s lv sm all ins called J doors and windows; be ;sealed in accordance with section f °°'< ' ` .nm °` ) °I ° ""' isx 1. so 302.6.3 Ventilation Integrated with Forced -Air 8 Y stems: The Pt Fi p e la wi th ga COdu u p r - s a..sn t wi 1 w.ltr I,wi• Plw 9 r V! f � Li. - ec I l ro In `� , „� :11.,==.A outtl00r lei connection to the return a stream shall be located nccord wi cl . a Un i(or;o ga M nch sales] Crtap[ur OOI. n I- outs to prevent thermal shock to the heat exchanger '^ 0 W • - Exterior s around windows an door " 502.4.1. a. Extior jointrd windd d f' "." "P"'""'""".'"""".'" ro tol•t ..one "'tiro•. ""' to .n e� •i 0 m p'e..s .wa. 'ia,• a..o•n m `,+' openings between walls and foundation, between walla and roof and m.n bl,w:•t.e I Sn•.m •,s s •. 0!'4- n .. are «o.m. 302 .6.a Dle Cr lbution: Ou [doo r air shall be distributed [o each 502.1.1 Ventilation: All c awl spaces shall Gn ventila[uu a wall le[ In at penetrations of utility services throe h ml .. wU. eev.. er+a t habitable room b lndiv ideal inlets, C¢ tluc[ toms, Gr a Pec ]fled In Section 2516 (cJ of the Washington Slate Unl[or:. ..y O pans open ga pens y e g y separate systems Bulid,ng Cod. (WAC 51 -1G). L Q v ('1 to ens Walls, floors, and roofs: and all other openings In the building forced -air system. Where outdoor air supplies are separated from cr aw envelope for all occupancies and,. other openings in between eI to .n r «g.•Pnir i"" <•s sw,.. • «.«Ir. •!- dmtax: exhaus po Lacs by doors, prow Lslons small be madeu air IP the installed ventilation i n pace is lees cnan 1 units in R -1 occupancy shall be :sealed, caulked, gasketed, or °C ` '° ' � - flew by undercutting doors, installation of grilles, [ransoms, or squaCe foot for each 300 square feet of crawl ls sp ace - ea i weatherstzipped to limit air leakage. In. 6 - 3 • masaumve REIRFl03as' MR GEMP R 0021.61. - similar means where permitted by the Uniform Building Code. [ a ]space vents are equipped with operable louvers, a radon L_ t f,L1 b. All exte doors or deore serving as access to an CLIMATE .IE 2 • MATT. BY ELECTRIC RESLSGHE e t shall be installed from a paint betvean the ground Cev and f enclosed unheated area•ehall be Veetheret[ipped to limit leakage oil. The atlas wear small be installed in accortlan. with �.v! ! R 0 . around their perimeter when }n a closed position. SECTION 303 -- MECHANICAL VENTILATION CRITERIA AND Sec[iona 503.2.6 and 507.2.7. L.d - 1 c Site built Windows are exempt from testing but shall ba OP1TQi , +�AZTZG QAZDG + f]�.II SAII, WUIr S[IC WdL•ext IlJ� SLAB" MINIM. VENTILATION PRESCRIPTIVE REQUIREMENTS Z 7 ` made tight tatting. Fixed lights shall have glass retained by 2 Ml]D<t U-VArIm U -ynrrry = ABUJC I3PlI}i IfiSLM FOR ALL GROUP R OCCUPANCIES 502.2 Radon Monitoring slope oth sealant or wor all around. Operating trim, an shall AREA GRACE GR ACE METE 303.1 General: This chn ter establishes minimum tive 502.2.1 Three Month Etched '.'rack Radon monitoring: A c - cnth have closer /latchwhih weatherstripping will hold closed l Thewindow frame design requirements for intermittently operated systems tp e tchetl [ruck radon m0 niter, ins[a llatlon ine[ructlo ns, • to framing crack shall be made tight with caulking, overlapping I 102 0.38 0.20 R -38 1-30 R-21 R -21 R-12 R-30 R-10 Continuously operated systems shall comply with section 302. • membrane, or other approved technique. System charactezletiee not eddreeeetl in the following ...Clone ,n COrma[,on sheets shall be provided by the builder at [ha final .4 , d. Openings that are required to be fire resistive are i .°- a exempt from this section. II. 124 0.40 0.20 R -]e A -JD A- 19aR -Sa R-21 R -32 R -25 R -10 snail comply with section secti 102. A system which :netts the dwelling un 11 single family r tu and t Z requirement of this section shall be deemed to satisfy the n all flrct floor dwelling a multi -unit structures. rns. it la not tea 502.4.4 Aeoeaee0 Lighting llXtutee: When installed 1n the ... 152 GAO 0.20 R -38 R -JO R- 19.-R -5 R R -]2 R -30 R-10 requirements of this chapter- responeibil[ty of Gnu Guilder to admini.ter Chn raven test. W • building envelope, recessed lighting fixture. shall meet one oC 303.1.1 Source Specific: Exhaust fans providing source specific the following requirements: N. 1Bi 0.]8 0.20 H -]8 A -JO A- 1NR-5 R-21 R - 12 R- 30 R- u ventilation small have minimum fan flow rating not less Goan 50 • 1. Type IC rated, manufactured with no penetrations between v.' 21e 0.35 0.20 R -JAfdv R-38 R- 19<R -5 R-21 R-12 11-30 R-10 CFM at 0.25 inches water gauge for bathrooms, laundries o r the inside of the recessed fixture and telling cavity and similar rooms and 100 CFM at 0.25 inches water gauge for ' sealed or gasketed to prevent air leakage into the VI. 252 0.7] 0.20 A-49Mv Ft-38 R- 19.A -S R -21 R-12 A-JO A-30 9 - kitchens. Manufacturers' fan flow ratings shall be determined as unconditioned space. per HVI 916 (July 1989) or AMCA 210- .. 2. Type IC or non -IC rated, installed inside a sealed box constructed from a minimum one half inch thick gypsum �- > ]Ok 0.31 0.20 AKafdv R-]8 R21.167.5' R-21 A-12 R-30 R systems may consist 303.1.2 whole House: Whole house ventilation wall board or constructed from a preformed polymeric of whole house exhaust, integration with forced -air systems or vapor barrier, or other air tight ati r a s sembly m a nufactured .•..exa r..• , n: plipta In rbtlti3 rl<«• oar e.•: w<n a<•.w.a w ••elms •fir <aahie.. dedicated heat recovery ventilation systems- Whole house exhaust . for this purpose, while maintaining required clearances d me1•sim. a . �s.ri•t systems shall meet the following requirements: • of not less than one half inch from combustible material ' " °° `o"O a =I fir« ; i , l w•, .a i, wen roe «m lt•e •ra•eriro ;1 and not less than three inches from insulation material. °s1Y n. z;r el.tiro svtimtor nip.n. «te•r. ro«IUwti..- sn .«Lim aaz -a- a) Exhaust tans providing whole house ventilation shall 3. Type, IC rated, certified under ASTM E283 to have no or ∎∎ ••'" . y ml ,sl <.�.a «.s m. •P«Iric rw;ramt. o, • tits a 2 have flow r ati ng a t 0 i wat gauge a than 2.0 ono air movement from the conditioned space to AAA. , ••r wtwx ceVll.ce p orosm. < « 0,14 cm. i..• Aida. . an•U IA ro9ll< al • m wnei ro• lets mm tom es «in. a s the ceiling cavity. The lighting fixture shall be tested f i a <.Ixgro• •� t •k a au yle rafter Wet .ttAt m wtt =: s . fetule.tt *An s -;v wtl cavity Inet «ten pi. n in Table ter Manufacturer's 1 n Clow i • at seventy -five Pascals or 1.57 lbs /f t pressure •.l l, "` '•ar a.n•n ,w.s rr c•It ro. , -5 ,o�m.•mlro. a [doggs s s 21011 be de as per 11VI 916 (July 19891 or AMCA 210. Table 3 J -2 -2 s steal hall not be used for duelling • difference and have a label attached, showing compliance. w ...s •Atlieeete tAly to • roe (.r1•r v )oiti r•eltAl e•hl,y,. wt1 1,1,: Mote. 1-21 wU VA. i.e.,. IA. units 1,411 more than four (4) bedrooms, b) Integrated forced -air ventilation systems shall have a 503.8.1 Zoning for Temperature Control o-Iw n.• 6 inch diameter ° equivalent outdoor air inlet duct " . .a. w m « w ' Connecting a terminal element on the outside of the s03.8.3.1 One- and Two - Family Dwellings: At least one thermostat «waln.ratn.�., w.. <•.PI' ' ^•'« building to the return plenum of the forced -air system. INTEGRATED FRESH AIR • for regulation of space temperature shall be provided for each TABLE 6-4 • PRESCRIPTIVE REQUIREMEN& FOR caul. E o0¢a.cr The outdoor air inlet duct shall be equipped with a separate system. In addition, a readily accessible manual or magAas 22. 2 •Ilan. BY Ulla. AVIS damper, or other device that regulates air flow to a automatic means shall be provided to partially restrict or shut minimum of 0.35 air changes per hour but not greater off the heating and /or cooling input to each zone or floor. the 0.50 air • cr.. .. tivh2 au.. .. curl. mats mats S t ...x. r • ULext • W•• mat' HMS conditions. changes per hour under normal mat operating twu4r „ µvas sofas 503.9.3.5 Neat Pump Controls: Programmable thermostats are MX.. a FILM U -VAIDE U -VAIDE ABEAM BELCH BELCH of R rµ - required for all heat pump systems. The cut -on temperature for Male. . ARE, GRACE GIGUE ME W. GA C) Neat recovery ventilation systems: All duct work in J /' the compression heating shall be higher than the cut -on hose recovery ventilation systems shall be not less than 6 inch diameter. Balancing dampers shall be temperature for the supplementary heat, and the cut -oft v _� temperature for the compreeeien heating shall be higher than the I. led, l0E 0.70 0.40 R-38 R-30 11-19 R-19 R-12 R-25 R-10 installed On Che inlet and exhaust side. Flow Q x ohm tt "t• an cut -off temperature for the supplementary heat. Heat pump o Syste minimum flow rating shall be thermostats will be capable of providing at least two II return. . Med. 122 0.65 0.40 R-38 R -J0 R -19 R -19 R-12 A -25 R-10 e t System m hall by w Called the a h o ot t less d progre mma be setback periods per day. -The automatic setback than that specified v n Table ] -2. Maximum flow rates thermostat hall have the capability of limiting the gee of III. High 172 0.65 0.40 R-38 R-30 R-19 R-]9 R -12 R-25 R-10 in Table 3-2 d° not apply to heat recovery ventilation I uo supplemental heat during the warm -up period. systems. i N.. Mod. 171 0.60 0.40 R-78 R-30 R-19 R -19 Ft-. R-30 R-7.0 303.2 /Source specific and Whole A01130 Exhaust Ducts: Exhaust ar "t "a.a pA 503.9 Air Handling Duct System Insulations Ducts, plenums and enclosures installed in or on buildings shall be thermally V. Id 172 0 -50 0.40 R-38 Ft-30 R-19 R-]9 R-12 R-30. R-10 ducts shall meet all requirements of section 302.5. Duct mom insulated per Table 5 -11. diameter length and number of elbows shall not be less than four sofas; uc vµ.c• Exceptions[ Duct insulation (except where required to VI. M, 211 0.50 0.40 A-]0 R 70 R-19 R R-19 R-12 -30 R-30 aches and duct length small not a sed levels specified in Table od prevent condensation) le not required In any of the 3-3. Terminal elements shall have least the equivalent net euwc• f free area of the duct work. following cases: VII. Mad. 252 0.45 0.40 R-38 R-30 R R R-12 R-30 1-10 • 1. When the heat gain or loss of the ducts, without r Data insulation, will not increase the energy via.' Mod. 702 0.40 0.40 11-38 R-30 R-1.9 R -19 R-12 R-30 R-10 SECTION 400 -- POLLUTANT SOURCE CONTROL \ requirements of the building. rte • •t• c "oars .<. i, ,a 2. Within the HVAC equipment. 1 400.1 Formaldehyde Reduction Measure*: All structural panel ale a "fi SCalw 3. Exhaust air ducts. o... • u:p:lp•a4 in rAlli.3 : 1. a wt•r ml4r •.un•t, components of the house such as softwood plywood, pertiele board. RECEIVED 4. Supply or return air ducts installed in un anted crawl i n r e. r. •rot, ,. a r «t «.r ..P«Ir:<.si... sn «< I^ • utl•e «xmrlro sv wafer board, and oriented strand board shall be identified as • DR`/ OF TU.NaA aces with insulated walls basements, or cellars in aJllim•e ,lwr •r« a,'ivr, It N•ti m mx -4• • sp, v °i " • 1 «s,sm « It l u..a.a ,.. ti "EXPOSURE 1 ", "EXTERIOR" or "IIU O -A PPAOVEO ". Drawn dwellings. ,u ilt .:,tiro atl.wor n l-n. q rn•.• . wn n, a9Pl Irate se wnanw• : «. m•" s"r., •so<i r g • one- and two-family JUN 2 3 ?995 50421 Prf s ' J b pe....r nlai.�•:o.Pii o a i o f i n 1 ' cm.. • nl. wtx Iwvl «im r.wh.w,t e..... a -:r wtt •nlry :,w:•slm Pw - Mo nwin ox Puaa aerie 1O PERMIT CENTER x Ne.tAi .. eorm anon of fll annay: All forage water heaters shall all i.�•nt. fin sv •i: aillroe ec•Pt •sole l nm•r o "I" ..In.e It u ° meet the requirements Of the 1987 Nati Onal Appliance Energy alliro•. • seats a I Niiro. 9 xi ^I.. 1 rv w e. t lint n t: cl.xY.71,l'7 '''''' • m uYa•P.a . lxt,a)e•Ipiurm n.6+J o•tsm �DOQ( ' Conservation Act and be so labeled. All eleetsle water he at are 3 ET ticai• m:r to •N,tl• r.n.r er AA. ..,lwa cehlroe" unhe ompr • lstale p.11 n I,.vl.sw .It ".. m to wwl« s. ..inl.. sr m lM in;•rl« t. N ... ,.•1 w r •sow ar«•. (`�• -�, �/.� /'F /� dm Neali•e m t•lwt:... w w1 1 a • wt., sm^ N :•l e..a « to at.aea e••, - wl.lia O 1 V • M ea.r•. • P«nl<� Im . oar ••••1 14.•1 or l• en t •Ir...len. A Of S F,u wIS t 24 2 a. Pawrto or. wo. tw9e ettaa.rgwr. „ REVISIONS BY . , ,.. ,,' 1 .: . . (2) Ibd - b• OL. TO 2x BLOCKING • WALL I 3.26.92 SHEAR WALL - - '7 HST - !2) I6d - 6" 0.C. ( • STUD - SEE PLAN .I FLOOR JOIST - - - SHEAR WALL DIAPHRAGM • 16d - 6 O.C. I (2) I6d - 6" O.C. I I • - 1 HPAHD21 (SIFiP50N) - Ill 6EE MG - 2x BLOCKING '. FOR LOCATION SEE PLArJ _ I� _ -SHEAR WALL z TYP. SHEAR WALL I U WHERE REQUIRED Ibd - 6" O.C. - �, S HPAHD22 LOCATION SAN) - 'r f ■� I6d - 6. OL. • ��" FOR LOCATI SEE PLAN (I IS HORIZONTAL 1 16d - 6. OL. UI n 7 j U WERE REQUIRED �� U I� • t HORIZONTAL DIAPHRAGM DIAPHRAGM 7 1 " � �J ! MI _ 3 - I6d • JOIST �' •4 ; :: ENT ( I II „ n /�� < DIAPRAM • O ..� At ATEINFORCEENT OUBLE JOIST 2k BLOCKING - CULS . NAILED W/ W/ 16d - �� • Id�' /�I ' ^' A34 (SIMPSON) I6d • 12 0.0 2k t DIAPH. I 7 c0 - • 32 0.C. FOR AB, x 10” -FOR SIZE 1 m Q" CONC. WALL SPACING SEE PLAN H6 STRAP To BEAM - - - 2x SOLID BLOCKING 8 (�U SO" H > 4' -O" ' ' W/ 8 - 8d TO BEAM BEAM - SEE PLAN 2x BLOCKING W/ 3 -I6d INTO DOUBLE JOIST •SHEAR WALL - P O'J 8 - 8d TO DOUBLE JOIST - JOIST AND DIAPHRAGM pO NOTE FOR TYPICAL SHEAR WALLS /HORIZONTAL NOTE, FOR TYPICAL BHEAR WALLS t HORIZONTAL NOTE FOR TYPICAL SHEAR WALLS t HORIZONTAL NOTE, FOR TYPICAL SHEAR WALLS t HORIZONTAL d 0 V 07 I 1 DIAPHRAGM NAILING 8EE DIAPHRAGM NAILING BEE DIAPHRAGM NAILING SEE ® NOTE; FOR TYPICAL SHEAR WALLS t HORIZONTAL DIAPHRAGM NAILING SEE •— p S3 e - - - DIAPHRAGM NAILING SEE �^-{ a �' 1. c'). p x CD SHEAR WALL a FOUNDATION WALL O SNEAK WALL e FOUNDATION WALL (SECTION O TYPICAL SNEAK WALL O TYPICAL SNEAK WALL (FLOOR JOIST PERPENDICULAR TO WALL) (FLOOR JOIST PARALLEL TO WALL) (F'EIRFIENDICULNR TO P OOR JOIST) (PARALLEL WITH FLOOR JOIST) w \� SHEAR WALL • ad. TYPICAL e■ TYPICAL SHEAR WALL - SEE - • ■ N HORIZONTAL DIAPHRAGM FLAN t SCHEDULE FOR NAILING I6d - 6. DC, 2x S'ND WALL -- 1x STUD WALL. ADDITIONAL " \ 0 !7) I6d - 6" OL. - - ■ B (2) ibd - 6. OC. (UO1 U MG N OR/AND BEARING) - I Ibd (1) I6d - 6" O - 6' OL. U "I - 6' OG. CUO)y) 1x SOLID BLOCKING 3 -I6d ° JI 08T 2x BLOCKING t Ibd - 6' 0.C. (1.1.011.) (1.1.011.) • SHEAl2 WALL DIAPHM (2) Ibd - b" O0.C. (U.CNJ 1 - - Ibd NAILS HO RIZONTAL DIAPHRiY�M �__ , FLOOR JOIST - 8EE PLAN / 2X BLOCKING __�_ t� _.� • _� �_ I �MTO BLOCKING p J II 31" o.C. 1992 - . , �i 7 -r-- ( ; 'I I ". JOIST t DIAPH. : -ed NAILS /` s 1: � r � s ii W i l Mtq JOIST 'R�s - - U.f TOTAL � ' ��� \ � TYP. SHEAR WALL /I�.,�' - ►zc - 0 � i I JOIST 1 DIAPH. S 1X BLOCKING I6d - TOENAIL DOUBLE JOIST OL ibd - 6 �-- - I - I - t • B" OC. EA SIDE I NAIL 12" O ED W/ . . NAILING SHEAR WALL - FOR i b �I FLOOR JOIST - SEE PLAN 9TAC W/ 3 -Ibd INTO C ER NAILING Ibd I 0.C. 2x SOLID BLOCKING 1 IOd - 6 O.C. NAILIN t TYPE - n FOR SIZE t S PACIN G 32' I HEAR WALL 2x STUD WALL SEE SCHEDULE I • ID BLOCKING I 5d - COOLER • 4. 0.C. I I 2x NAILER W/ 10d - 6 O.C. MAX NOTE, FOR TYPICAL BHEAR WALLS t HORIZONTAL NOTE: FOR TYPICAL SHEAR WALLS t HORIZONTAL NOTE, FOR TYPICAL SHEAR WALLS t HORIZONTAL .. . ' : .. DIAPHRAGM NAILING SEE DIAPHRAGM NAILING SEE NOTE: FOR TYPICAL SHEAR WALLS t HORZONTAL NOTE: FOR TYPICAL SHEAR WALLS t HORIZONTAL e 3 NOTE: DIAPHRAGM NAILING SEEL® HORIZONTAL DIAPHRAGM NAILING SEE a DIAPHRAGM NAILING SEE e DIAPHRAGM NAILING SEE jil O TYPICAL SHEAR WALL O TYPICAL SHEAR WALL O TYPICAL SHEAR WALL I,a TYPICAL SHEAR WALL II VERTICAL - WALL TO WALL 12 SHEAR WALL OFFSET !PARALLEL WITH JOISTS) (PERPENDICULAR TO FLOOR JOIST) (FLOOR JOIST PERPENDICULAR TO WALL) CJOIST PARALLEL WITH WALL) CONNECTION (PERPENDICULAR TO JOIST) HEADER - SEE PLAN TOP PLATE 2x4 )z - - • - (EXTEND HEADER (1) I6d - 6" OL. THRU PANEL) -. 8d - 4" O.C. TOP ed - 4. 0. MIN. - - PLATE ��� NAIL SHEATING TO INTO TOP 1 BOTTOM i ,. ' . ' - ':', JOIST I 872122 MTI - - HEADER 4 OL. EA I6d - 6' O.C. I STRAP W/ s WAY -TYP. 2x SOLID BLOCKING 16 - I6d - Ingr n L i d SWEAR WALL ( / W/ 3 -I6d NAILED TO WRAPPED � l2) 2x STUDS 1X BLOCKING FLOOR J018T 4 AROUND NAIL STUDS W/ I6d - 6' O II � W) 3 -I6d • NORIZ • IAPHRAGM 1 BLOC 0.C. OR (21 I6d - 6" 0.C. JOIST /DIAPH. _ _ � 1 - HORIZONTAL SHEAR WALL 44 POST RI J01 I6d - b' OL. (2) 24 BLOCKING 1 BHEAR WALL I T22 OR MSTA36 IR" COX PLYWOOD � DIAPNRAGhi 1 FLOOR JOIST �,� V/ -'I 2X BLOCKING 1 - ONE SIDE W /' 1 '11 (I I6d - 6. OL. 2x NAILER W/ OR RIM JOIST ST2111 W/ 16 -I6d IOd - 3. O / / � 1�' Ibd - b• C. - (FOR I' -6 ") - TYP. - 8EE SCHEDULE // If LI HURRICANE • PREFAB. ROOF TRU59 / ••l /� INTO BLOCKING I FLOO JOIST j OR H9TA36 W/ HPA HD27 HOLDO'JN � " TYP. EACH 6iDE 26 - 10d A34 (91MP60N) s32 "OL. H4 CSIMPSON /,/ - t TOP R A34 (SIMPSONI - - - - - -- DOUBLE JOIST • 31" OL. W/ a EA WA L D L ONLY) RIM J0 978 / I BL M OCKING I � c W 1 4 - 10d NAILS HOE DOWN /' - 7 S WALL 8 - 8,d NAILS • -_I V' I ®d EA END lOR HD2A) LOCATION ,/' NAILED W/ J t BEAM ( __ BLOCKING NOT SHOWN 31• INTO SOLID 1, I �� - TYP. = � 1 FOR CLARTY (BEE I BLCKING + I Ibd - 6' OlU EI - EA - .. TOLAT � 5/e• x I6" AB. (e -ed T OTAL) I SECTION - 191 �! BM /GLBM - S PLAN !j BM/GLBM - SEE PLAN f � 1x BLOCKING W/ 2 -I6d NO_ FOR TYPICAL SHEAR WALLS 4 HORIZONTAL NOTE: FOR TYPICAL SWEAR WALLS r HORIZONTAL •4 CONT. I NAILS/BLOCKING NAILING SEE DIAPHRAGM NAILING SEE NOTE: FOR TYPICAL SHEAR WALLS t HORIZONTAL FOR TYP ICAL SHEAR WALLS t HORIZ ` I S3 a NOTE, CONC. FOUNDATION SHEAR WALL NAILING - DIAPHRAGM NAILING SEE e DIAPHRAGM NAILING SEE 40,11 I SEE SCHEDULE C•1 13 SHEAR WALL OFFSET 14 SHEAR WALL OFFSET 15 TYP. SHEAR WALL - BEAM CONN. C)TYP. SHEAR WALL BEAM CONN. -f i8 SECTION z (PARALLEL TO JOIST) (FLOOR JOIST PERPENDICULAR TO EXTERNAL WALL) (FLUSH BENZ) (DROPPED BENT) I 1 S�CTION / W z _ RR V 2 W • •" CITY Of TUKWILA "J APPROVED a , •f , CC TYP. ROOF DIAPHRAGM :,: , JUL AS N OTED 995 ) NAILING - SEE SC _ - L '^ SCHEDULE , D a IVd YI -Im i 1 .a re h 11 BUILDING DIVISION V 1 J :;: /' — f21 t (od Q 4 o I r �� Jv1e' ./ - , _ — E mo_ / 2 i "/ I� PREFAROOF TUSES / !° , /' /i`'' A34 • 48" O - I �. • 1x6 SOLID BLOCKING I sI IOd 8'. 9 - riP, EA. SIDE , . 1 . . / 1 C. I - W VJUd6 i. •� P.M r1 9�0'QG ;.�1 S 4 •1w■ vi> CITY OF TUKWILA • /' ICI r° t - NOTA - ill f,1 RECEIVED Da10 SHEAR WALL NAILING - I I d O SOLID D a 9 .: EAR WALL - - hi2D Oa-iJ ltt+�'na • ti —9'k' NAILING - I I6d • L 3 1 SIDE � �uN 1995 S ✓, � fiv2A *a �v� • 8EE SCHEDULE NO?E FOR ADDITIONAL INFORMATION • .. ;.. PERMIT CENTER Drawn SEE SECTION - 18 FOR SHEAR WALL TYPE 1 - •OAToxIdame; MM .`: , ' -' �" - I - I • HP + . .... , , / „. ' I dd N,J : , iv . x l�'EMi7 . i I (PERPENDICULAR NAILING SEE bCEDULE � - (SEC 5iattWHg WOK F? i.t rtUl � , _ , - r f4 .. ;A:OY$ee N -!J) .GaJC. WAU -r'>' Job: Y 19 SECTION 2 SHEAR WALL 21 SEcTI - sect' = r 5wc-(-IOH �. k JGee a a9 n 'i O WITH ROCF TRUSSES) O H,Iro 22 I OI�I .,NTC ' f. i ) 23 HTa _ _ - CM . ` t , t I /y s F s 1 4 ENGINEERIN L';.:-,-. r , m,.mw ".... w.,"... L i shearwalls holddowns general notes revision