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HomeMy WebLinkAboutPermit D2000-245 - BRINTON RESIDENCE - NEW SINGLE FAMILY RESIDENCEBRINTON RESIDENCE 13739 41 AV S CAF4OE LLED 4-n•oi D2000 -245 City of Tukwila Contractor License No: Signature: Print Name: Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRE',, APPLICANT I'S PROCEEDING AT THEIR OWN RISK. (206) 431 -3670 Parcel No: 736060 -0220 Permit No: D2000 -245 Address,: 13739 41 AV S Status: ISSUED Suite No: Issued: 09/08/2000 Location: Expires: 03/07/2001 Category: NSFR Type: DEVPERM Zoning: LDR Const Type: Occupancy: DWELLING Gas /Elec.: UBC: 1997 Unit_: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: N/A Sewer: N/A Wetiands: Slopes: N Streams: OCCUPANT BRINTON RESIDENCE Phone: 13739 41 AV S, TUKWILA WA 98168 OWNER BRINTON JAMES Phone: 206- 242 -5700 13007 167 AV NE, REDMOND WA 93052 CONTACT JIM BRINTON Phone: 206- 242 -5700 1 167 AV NE, REDMOND WA 98052 k: kk **k*•k•kk*** *****•k**•kk4•k: **k•k:k•k**Akkk•k:k•k: ** kk*k***k***k****kA•****;kk *:1kk * *k*k****kk Permit Description: CONSTRUCTION OF A NEW 1,513 SO FT SINGLE FAMILY RESIDENCE AND A 440 SO FT ATTACHED GARAGE. PUBLIC': WORKS ACTIVITIES INCLUDE: LAND ALTERING, STORM DRAINAGE AND EROSION CONTROL. * *kk**k **krl ** *k•k•kk•k• *A** * *: **** k k*** k***k**k**k* kk** k * *k*k *k **kkk ****k**k***k ** *•k ** Construction Valuation it 139,261.50 PUBLIC WORKS PERMITS: *NWater Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No Size(in) .00 Flood Control Zone: N Hauling: N Start Time: End Time Land Altering: Y Cut: 70 Fill: 70 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side. Sewer: N No Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N * kk**** k*************** k** k*****: k* k*: k•. kk**• k**** kkkkA k• k*• k* kkk* *k * *•k*•kk *k* *:k ** *k*kk* TOTAL DEVELOPMENT PERMIT FEES: $ n 2,155.79, * *•k•kk *•k *•k ::kk•k•k* * *•k* *•k *k* *k * *•k** kit* kk• k**k /4 /**•k *: **** * *kkkk**•k * * *k *kk **k•k* ***k**1* Permit Center Authorized Signature: two jRtN icK\ Date: Date : q �iL I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. 9 - s- co 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. Address: 13739 41 AV S Suite Tenant: Type: DEVPERM Parcel #: 736060-0220 ****• k• k*********• k* k**• kk** k*• k• k k• k• kk****• k• k*** k• k• k * * * *•k•A**k*k•k * * *•k **•k *•k **** * *•k ** Permit Conditions: 'I. Na changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. Engineered truss drawings, , and ,Calculations . shall be on site and available to the, b ui insp,ector:: forinspection purposes. Documents shall;: bear the seal and signature of Washington State' Profess i ona 1 ' Eng i neer Any exposed insulationsbacking Material: shall have a Spread Rating 0f-2,51/or less, .and material Shall bear .identi fication showing the fire per forvnartce'rating'thereof. Lonstruc.t i >on to be donee in conftirman;ce 'w i th , approved plans rand requf r ements of the 'Un i f rnx i3c?i l di ng Code(1997 .Editi as:amended, Uniform Mechni0a41 •Code (1997 Edition) and 4a "shington State En"ergy` >Code (1.997 Edition) Plumb,•i'ng shall 'be obtained through the Seattle -Kin County Department of „Public;Heaith Plumbing will be that agency,; including al) ,gas piping ;. (29,644722) f4o,t the of Tukwila Building ; pi r vision prior t placing; concrete. >; This ,procedure is. in addition to an requ =irements ;•for special An ' AI F .wood to remain; in, p'lacr'' d .concrete shall be treated wood. Vall',dity,of, Per mi`t: The,,i'ssuance of. a permit or approval o” plans, 'Specifications, and compsutations`sha1.l not be ' con ;' strued to be a: permit for, ar an 'approval o.f any violation, of any of the provisions of the ;building COO 'or of any ?other:Aor d:inance of the jurisdiction. N& $..lQrrmit ;•presuming 'tn` give .authority to violate er cancel •,thet-ppovisions of this code shall be,val fd. . Electrical permits shall be obtaine'd `pit 0b, the Washington State Division of,: Labor' and Industries ;:• '•nd } 411 eiectrical ;work will '.,be. inspected` by that :agency ",T1` £i 6 a0) :' 10. There shall be no 'occupancy of the hui ii.rijji s) until the • final inspection:, has been comple,ted''by :.tie Tukwila Building Inspector. 11. All mechanical work ;shall be under separate 'permit the City of Tukwila 12. All permits, inspection records, and approved plans shall be available at the -job site prior to the start of any con - struction. These documents are to be maintained and avail- able until final inspection approval is granted. 13. APPLIANCES, WHICH GENERATE A FLAME, SPARK OR GROWING 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. CITY OF TUKWILA Permit No: D2000 -245 Status: APPROVED Applied: 07/26/2000 Issued: issued 15. Temporary erosion control measures shall be implemented as by the first order of business to prevent sedimentation off- site or into existing storm drainage facilities . 16. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 17. Contractor shall notify Public Works Utility Inspector at 206-433-0179 of commencement and completion of work at least 24 hours in advance. 18. Driveways shall comply with City commercial standards. Driveway width shall be a 25' minimum and 35' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of 10'. 19.. Hauling over 50 cy shall requira application for a Hauling Permit prior to any associated -activity. 20. FROM OCTOBER 1 THROUGH-APRIL 30, COVER ANY SLOPES AND 'STOCKPILES THAJ„'ARE'SH: STEEPER AND .HAVEA'VERTICAL RISE OF 10 FEET OR MOREHANCO BE UNWORKED FOR. GREATER THAN 12 HOURS. DURING THIS , TIME PERIOD, COVER OR MULCH THAN 'OTHER DISTURBED AREAS IF THEY WILL B , .E D MORE NWORKE covE,R ■ R ' IT E ,!:i! -T 6 , 1\ i i ! i i 1: 1 ' 11. :' ,,,,,, IMII5 li-l'Aitl.1L4Z41:15N WEEKL,..‘E14BES...3)5,6 lfgg;:ITqT,P-:-i.!:T'-t---!7; T E R' .. " - , .2' "..;'''', -TE SHALE ' FINI:14i1:1!/)1\fR.Y1":;'RF )..,-L 6061A'''''I'A' 0IONI"14EVr11-9. 1:1 Te.dj ,i6iitEo: ARA.-...-.,,OFFTAI,tTI.4,'0Sk1,...ri:RUCTl.:19N 141.1.1" 3'52 .,' - '-.6.-..-;,, f4PRIOR ''''1: FINAL Description of work to be done: I3 L.D NSW S l Iv(„, E F p vvo Ly (zES1D PULE Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ISf Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structu el ft. Dwelling____ sq. ft. Covered Deck(s) sq. ft. Gara1Car ort -�� soft- Accessory Structure(s) sq. ft. Uncovered Deck : City State/Zip: S - - 1 - U4 Wall - a ( ailiq Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) 1- 1 1 - - {(7 sq. ft. Garage /Carport 525 sq. ft. Accessory Structure(s) e sq. ft. Uncovered Deck Phone: D06 D Li D -,s o O Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 17 Fax #: Doto- DL /D- l "For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Phone: D11S " Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Project Name/Tenant: "c.c2 -1NT0 1‘. _) 1 3 3 9 Value o Construction: l 13, 000 --t - tou Site Address: Si' ( - 73 9 p (- I ( — ( "t- ) : City State/Zip: S - - 1 - U4 Wall - a Tax Parcel Number: -- 13(0o (00 0 -os Property Owner: A vti• h S '3 R- ∎ N tV Phone: D06 D Li D -,s o O Street Address: (Zb IN City State /Zip: 1 VI op - 1 I l rw N c NE " ). vs Fax #: Doto- DL /D- l Contractor: 1- EN3 \ ,D U €Lberme _, (N Phone: D11S Street Address: 1 V:50 3GE3;- City tate /Zip: Kerr , wi ciSb3a Fax #: '3 - 53 - I (8 Architect: • C _ _ L D S(c„N1 1 \ N C- Phone: •Po6- 2yN ?A-re0 Street Address: 1- s l N"v'en.U City State /Zip: > 2. S -- Q8i Fax #: :9 0(,,- any- oaK2 Engineer: Phone. Street Address: -rte 1ayjo N� 1 City State /Zip: S- - -m ( o( Fax #: Contact s P ron: �\ m Bo- -013 U. Lxt.C�P, W(1 gR.o7a Phone : Aob -ay2 -5 70O Street Address: 130o I Pu€ N C' State /Zip: RQ0114.0ti wi ate. Fax #: d ob-2y2 - -"7Vor' CITY OF TUK► i "LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Numbers Permit Number.' Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PPLICANT'REQUEST r FORPUBLIC WORKS SITE /CIVIL' PLAN REVIEW' OF THE FOLL'OWIN .. '(Additional eviews shallbe: determined by theP. ublic'.Works?Department) . ;',` , ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date, lcatlon cepted: 7 -1 00 Date aiplicatlon expires: Appllc ttatn nlflals) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 f I L°Sf1�C16M- �'ysYn '•'WFTNl411}!y8t1F9!t F„M.Sa ✓IS.�PA^MR „BUILDING OWNER. OR AUTHORIZED; AGENT. Signature �` ' °,. a Date: 4 .- - -Qb ' •' ' _ 1 Print name: ' S V. aR (Kw n Phone' 3oco yD S�GG Fax # - ob- k./D -'11ol Address: 1 I4 .,-.1 X\■ i= Nr= City /State /Zi}: C.P � , WA crS,�a ALL SINGLE- FAMILY RESIDE TIAL PERMIT APPLICATIONS MUST RE SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED r A REGISTERED ARCHITECT OR ! .. FESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED WA SUBM TTED ❑ Copy of recorded Legal Description from King County ❑ kr ❑ i 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: ❑ R. Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location - driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. o Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. _ • .. - - - . 1 111 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. - !° 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). amish River if site is located within 200' of the 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ra Foundation plan and details _ ❑ �i /Floor plan ❑ . ,, Roof plan ❑ 71✓ Building elevations (all views) ❑ �� Building height ❑ %' Building cross - section ❑ A v Structural framing plans and details necessary to completely describe construction ❑ P( Washington State Energy Code Data ( Gas / Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center - t OR Prescriptive Heating System Sizing Chap 9 Form H 6. Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is otherthan;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' permit will be, required' as.part'ofthis.submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 z ~ w tr O 0 0 WI �LL w 0 2 � ? CO d = w t•- z � zI- w U� 0 - 0I— ww L 0 ui — • I O ~ z Total Fees 2, 202. 79 Th 1ss Payment 47;00 Total ALL Pmts: 2_, 202.77 Balance : . 00. ***************** k**** * ** ********* * * **C * * * **k** * * *k * *** * * * * ** *kk* Acci.)ufl , Code Descr i pt i on Amount, 000/327_ :800 BUILDING INVESTIGATION 4 7 .00' ;�. 3 .04,/,13 0710 TOTAL' : 47.00 s; ,� � 10'4*". "'' �t ' 7Et.. :;ti"�'2M'C'T {a';�rAR •aI n �,l 'j""1,.,Pu�"'��I�ya�,y$y�j�,�t tt�� �. r t `NCy{ s! s•" rr n�, ********************** ik****** * * * * * ********w***** *kkkkkk* **** ' ** ' rya sir f CITY DE TUKWIL A,} WA .. Reprinted: 0419 3/01 0 9 1 RANSMI T ** * * * * * * * * * **** * * * * * * ** c * * ** * * * * ** * * * * * ** *k *****LJ* * *k *k *fi *k '(HANSMI Number: R0100450 Amount: .47.00 04/13/03 09:06 Paymc� t it: Method: CHECK K NoLat i rirn f ENI X DE-. VI:•1.:C)P1 f 1f 1 n i 1, : J 1D Perm 7 t: No: D2000 245 Type : f)E VPE'RM DE VH..OPMLN1 PERM] T Parc e l No 36060 -0220 Site Address: 137:39 41 AV S z&ua - Z s- I * 4* k** k* d**A****4*****•h 4****4A 4t., r**, AA.A-Aai:4*A.A *A44*A4- 14, * * /,4A •k * *• { G OF TUKWILA, NA TRAN8MI't * ** — . \A** *\ * * *4 * * *d *v A44..*A* A. A.A 4-k \f * *4:1 *4Q * * ***o **; **K *** TRANSMIT Wumbpr: 1238.0035t Amount: :1 09 /08!00 15:55 Payment Method:' CHECK . i'lc.tat ion: E}BV. CORPORATION . ' l:r'it: t[l..H Perm it• No: ; :02000 -245 Tye: DfVPERM r'LVEL.I.If'riEtT PERMIT Piert:el 14o:-'.7361)60-t)220 3 i to (Address: 137:39 41:.'AV' Si 'fo1a1' .heos 2,155.73 h is Payment 1. Total r:1 L.1. Pmts: 2,155 ..79 Unlance: .00 4* o\** s4* 4- 4 *A *:1 * *rt*04- 4- *4•o\4.4*4 *- 4-4144 *k **4. - *+\k** 1•A4A# *4*4•I * * * * * *** Account Code De c i' i pl% ion Amount 000%3 • t)U;]<i ,E)l.NG - RE5 1 ..217 .75 '0.00/30.630 ir PLAN CHECK UTILITY . 2t) 1.00 :. 00p/3s:#,6g90`4 ,SIA'tE: E3U Il:i }1:'110 SURCHARGE ' 4.50 000/342 INSP FEE .. UTILITY 15.00 412 INSP FEE -- STORM DRAIN 15.00 000/322.100 LAND ALTER ING PI�IZMIT FEE 54.50 000/3,45 LAND, ALTER IiNG PLAN CHECK 37..50 1 I J t d �l �• 7780 09/11 9710 TOTAL 12963.87 �' P'r`•A'f 1 ` �7 � , r ii1.Y^ • 4*•141:•{•i1 -k k4 .4.4.¢.1%.R. (: Ty OF 'f'I.►I(WI1A. *P/.4• k*I`*kh *4•d- •1•44./it 'f ftAPJSfn1 t !um heir. ('z vmer t; hrt:had„ f4er;ci1.tt1t; Fide : k d; t k i, k �• ! dr b•* k k . 9t +: fi t• k 1 , *.:t ** A!• 1 :l sl >< s4 �! A k r. lr •4 k f 14A 2.. o -2 " I S fF'.rl tF IT , k k •A : >F A k >d + +F �� R sI • ,l �• d k ,; k k k � N � h k k # :F 1 * .4. :,• •,. * ,: 1 • 1198()(t3'30 .• 1 791..5 O7 26.'i)0 13 :59. GfiCf:l- •i'(tttat; iurtti ►t [l t' 1 PF P F 'c�r�ni it .eta : t? 00:x• G45; 1 vra� • 'Cti:1li'E: hl' f?C vELCIF i.i.t+fl:T• • 1. '3 7:19 • ' 41 Ft s+ rt r •1 (5 t C{ 1 . 1 h. s w 2...013.7r) F'.ytnErit; 791.54 1•c;taI 1.11..1.. F'nt'{ >. 791.54 }1ill anckv ,» , , IT: *.k9- - 1.,A*ksl **k 4 :4 4. /r lk4,'! • * • 4l•h4 k*:4k*k' kis +•k 4- *k4• 1)es(..1• t fit 1 c) 11 t)inntin L l'1..1-11,4, SE nv a- • i re,,7w +r+g twit .aril A 4, 63 :•.. L i ! tia��' J.Y al,[ii:+ Project• ✓,v" Type of Inspection: p Address:_ Date called: fiYOf Special instructions: Date wanted: G f a.m. p.m. Requeste � r�I Phone: INSPECTION RECOR[i . Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per appl cable codes. Corrections required prlo to approval. COMMENTS: OA / cfr&e1/1 Inspector: Date: E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: ��:'�:t} o.:::lswsats�G � r�" �5 �."" , - i'c�.3"i'L.''T!- w`ihJ:3f�.&' �. fir. A l+2Si!�`Se�w:7,.Q"a:ii°iV'i�4:' �':J)a.F�l1�'�«tfi'�:a.FJW xw, \b<l.y t,, rv„Lf?w:rtd.lx7.v lR,d i.L . e.t v.r� rdM�d..1.i.y Project: - � /71.4AINj. Type of Inspection: ' Date Address: 177 3y 4 // � S. called: /3/0 i �/ Special instructions: Date wanted: /' t' a.m. p.m. Requester: AZ14-4/Vd 0 Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: afrviio Cvtroyi 4 fly itLa0 J firt A.# toy1/1.4. 9 0 l /v -Q-t1 4l6/ f;t0 cam. ,1" Lk Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 1 Receipt No: I Date: i ifLi eotriftta , Inspector: eCA LA ch INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. ' :••:•• tnt Ps�':,',kt v.nSYV1Ai! tv w U QQ 1 0 Li CO 11,1 N U. w o g Q — Q LU Z O I •o N :. 0 I- w w • • Z CU co • O F (Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Type of Inspection: Date called: Address: 7 die 5 Special Instructions: Date wanted: a.m. P.m. Requester: Phone: Approved per applicable codes. Corrections required prior to approval. D $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. I Receipt No: I Date: 4 t / I Date: 2erev -2/4 PERMIT NO. (206)431 -3670 1.4.4 r'6 +tr L d• X, °,.P,'T''S` d...nec':SY0 a t Y' 'ste dLfifi"n4 6b { t,: r':ltldrwRd .1 :4Jat!� ic: It cow, coll. w LL Q O' 1- IL Z I O Z I uj U 0 Nf 0 1— = V j U. 11 Z U 00 1- Z Project: --p I �`tr�r},� �-P S e Type of Ins ctio P , Address: 1 - 3 M 1 ,4 5 Date called: -1 I -o f Special instructions: Date wanted: a.m. Requester: A .1 trG Vaal S Phone: proved per applicable codes. INSPECTION RE . Retain a copy with permit COMMENTS: rGvv.• 1-. Ip U PI PP K _ — 1-e) hA I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector n f) Date: PERMIT NO. (206)431 -36 Corrections required prior to approval. 1 -1-11-01 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • ' Project: , mr\s Type of Inspection: r , 1 y Address: \,72,9 )— 4»s Date called: LI-113-0f Special instructions: Date wanted: a.m. Requester: A 1 \I wItiorl 6 Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9810k, (206)431- COMMENTS: v ( IAA ‘ C Con co \)'V\\ r tivrVe *12 Cr\ R .ceA„,1/40,- Date: , ,imn-?)-151 PERMIT NO. El Approved per applicable codes. DErorrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: (/) rt u j g a. u_ Si2 a. I— al Z UJ uj: c.) Jo I- w - 0 Pr t:. (( r\h10 r QS t C Ct. Type of Inspection: i( T t �,, 1 Address: 13 L- t I I 1 ,)-e S Date called: Lk- t 3 -0 1 Special instructions: Date wanted: a.m. L.(- ((D ` Q 1 p.m. Requester: �( 1 l 1 v w■c rI r10 Phone: 2S- (()S3- (0B t S Approved per applicable codes. U Corrections required prior to approval. COMMENTS: nn .) e 0 I. Y\SL,c-t ti WI — p , ro vor� I Q .) L ), II boc rc G prn PSI ) F \ r Iv.s‘.) \c %dv. -- a 0ptroveci INSPECTION RE Retain a copy with permit 1)2000 - 2J-IS PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818$ (206)431 Inspector` — ;�� �? Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: '_cut nwt - .a�...Z 7'G:S,:.�..6n 52.:� �; .,•y "a .h •... rat:.:. y(.l t7vi znnk�w1L:+ r1� .t+ c 1 .1,:>..5a:z.urs41:,4 41U;;:: sluG�,:•,Y an��ara 4i,� »,,,,Caa.a.`l +Rt ,.i tY vAtii�'.[ ::iwYrA. W� +wwaz4i;. 444.; ' uL. 1,9.641 a • Project: , r . I r y t v n .k emu Type of Inspection: . Ft6(L -- L b&l u Address: 7;3'3 C I x-115" S Date Th le y Special instructions: Da te nt a d: 1- 1 Q d: a.m p.m. Re uester: Phone: 2-53 - X5 3 - ( I5 COMMENTS: Approved per applicable codes. 1 INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WAS: °:98188, tyZ' ,tv,N'fiiTA7,1 0th iiiN'` %i. -4441 !off igerz 17206d- 2115 PERMIT NO. Corrections required prior to approval. (206)431 -36 Inspector: . r.r�✓ �! $47.00 REINSPECT! • N FEE REQUIRED. Prior to inspection, fee must be paid 0 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspectioa. Receipt No: Date: ti' ,44,1 'l�;�l:".,1`:s4 ,Jed — LT;im :S r?`u r � _x .:iade7AdM`' �ir1 Still rfs4 !:1?iY�ir.�wik t n. � a�l}Iy1 ;:iit4t i,`k,.4+.,rdt�u4�"rus:..cr•.fr r Pro' " t: t T ye f I pe ct n• A Eau J A � X33 4 / 5 1 - / e 5' Date called: 0 "/ 00 z S��ial instruct ns: Date wanted: / - ,1 Requester: a./ - / Yom' Phon e: 5 365 , 3 -(4/5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. Inspector PERMIT NO. (206)431 -3670 Corrections required prior to approval.;. COMMENTS: in "PS C Cf (+Pr S)1014.4 V\MA fih I N► r ��vc o,`E i 5 t {r Q Date: 1 — 2.2 -6 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .,' w 110.1M +.t: . ..,ru, 4 -: SCE aluth 'o tt`t'a...iis kci+j n.i r6eiY e: Yaw: + .n{,Liet�ix;5 :urea .:it[rs �i .�k. ,w.t.. nr'. S. ,4;414.nri4.,v.ti iietat .,4.: 6..., Project: • 1v\ OY\ Type of Inspection - su% t -' t v Addre s: I3 1- 1\ e C Date called: 1 )- Special instructions: Date wanted: a.m. 1- 1(9' 01 all Requester: f Phone: 233- (053 =68I5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 pproved per applicable codes. INSPECTION REC a copy with permit (206)431 -3670 Corrections required prior to approval„ ,' • ` COMMENTS: U,A eCter' ' 11S�►u 1 N weer,` ? \IA Inspector:_ Date: 16 \O a $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: Project. 1 Zr lti "IUV\ Type of Inspection: r , 1• vc 1 H �/ Address: 1713 c 1 I ll Ave .5 Date cal led -; -0 ! Special instructions: Date wanted: a.m. t G 1 p.m. Requester: A I}. , .; Phone: 263 loS 3- �'� I S INSPECTION RECD' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval COMMENTS: • nn n" V'Od.T ref, r eit ns Prc V 1 v ir C•P� \;inr \IPin 1a NA C? \/1.1A Va u Inspecto Date: 1_ )) , 0 l� El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedulereinspection. Receipt No: Date: ea3Ar&Muiv....4.2.0**4.04 Zeta. i tkearrY?€: - 4 44 21 A1 • io N � w0 CY • a` I--- Z Z H< LU D p U i O Ni ;0 1— W u i _ 0 U N' 0 Z Project:. Typenf Inspection: Address: 1 y/ Grpit ,50. Dat c Iled: 0 / // f Oi Special instructions: Date wa ted: / fla p.m. Requester: (1419 i(eAtto Phone c 60.SJ _0C/5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: S w 2- 5), c,v t..V(4 \ r � -1 (aor l lr,s4 n r \r rn0 i ))Y 4- ve S ko tr 14/ail S-t vP 4e v)G h V e' v�� t c � C •P L/14-r..i �'�JvV1 S'.I�GSe Ck S c, i r 5 Ire �� -s) L A t� i s at T/ orror k re s'4af 6 Inspectors Date: 1 2-0) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit ItiZigta j PERMIT NO. (206)431 -3670 Corrections required prior to approval. S ii• ai l'I pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Project. —p t Addres 1 3c 7_0 A Special instructions: Type of Inspectioyn'i Date called: v...9 Date wanted: 9 ti Requester: A r) o Phone: Corrections required prior to approval. COMMENTS: L) Skew,- l Y1GI 11'x! -- G nor0lcd 2 G(42.:k Gyp 1 �. I''�)��� Date: O El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: 'n: .Yta:W.a4 r?.1� ).e.. xd:.I44.. S,Qu�iJ,�r.,ir 1■en! u •. ix14. 3+,;,.? tl„ t$' l: c;',: t$. vt ..rlce�w.k..r.tliorr'tl:i.r;;•:; CO w O; gQ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1 4Is f(e. S. Special instructions: Type o nspectio r�L Date called: G� � i Date wanted: p.m. Requester: 1a-v►ci6 Phone _6 5 3 6 g %5 0 Approved per applicable codes. COMMENTS: V -' `C) 1.v \SU 1 A 4 t M Gt�41A>rut.1 01 CICite' j•- u g q r-cki 1fc.4-- A� ;4r-0 -k ,��ref \Ara At) r ` A- 'Ma )aI n o-1-0 5 ova sIc -- (0 r„ \ 'It V p ! het1(P _ a) 4 pc 5 bn-\-\/ Ala cu-\ o t 15 �-t lro1;'c - e V'ev�li IA I \V\ va { . 1 er o■-\ \,c+ cri��ti / OvQr v1 YOvw► •)) 'Y i h ) CUv\ -vw.2 ^ S S BPS oacX Go- �1vi i hIHh . I Inspector: Date: 1. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: 'Receipt No: INSPECTION RECO Retain a copy with permit 4. 4 1i PERMIT NO. (206)431 -3670, rrections required prior to approval. . r..c.a!;..� twh.n�:i.::tc7A, a.3�t:iLiL- d.'?A.P nq///iSy.Uaut�rwx .tR.L`tii3G[�ec;:`d 1,Akre+ 9 + 4ki.ti ;v9r 3s' :4.41 ,li3�a'+e .. A++. dd: 'diAV�..a6!r4+a41.Q,a,ve..eod•i .L.. }.Y,.: t.,. Nr.wn�,.;,L;� Proj@c) : \ h'�tr� '"� - (4 e h C < Type of lnspecttgn[ 1 , ' 1\f G f^ 1A) a I I Address: Date called: Special instructions: Date wanted: 14 - - 7- OtJ E---1..m. Requester: Phone: 2 ,5'1 (pS 1- 6 8 15 ` W14SPECTI ®N RECO Retain a copy,with permit INSPECTION NO. t CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 A pproved per applicable codes. (206)431 -3670 Corrections required prior to approval. COMMENTS: ') -e i A o r � c ' k L\) \ , 5 C>v\ ex`{Pr tar � S ` 111S,�11� Q US A �.n� ,s y1S -- 1vc (7i ,n Inspecto , /v 2-i Date:' -) , 00 [J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Se.L:.:`.dS; = : fit.,.•.:i.�u...�i.�.�;i.w�.•X' ifis• - 'il•::, .. ...3."':.'�.`1.sf..:�:e;' .a.......: ,+� � � ...:, �:. ..:.:,..,..:t.¢�a 10 &sf,,.�I,w'i: {4y4`$WY+ro1 ..1. won ,4;.Y:'�7.ur 1dw�dSUa:� .+na�n t Gk c,rlA- t.w4A14,,., d 4; Ge,',i n.n w. 1.l y a r W ` 0 $ ' fn W 9 W }} LI- 1 _a . � W I— O z �. 3 p 0 1-' W 11l Z s 0 � Z Pro ect: n h 1 te) + Pe5 ( '(enc -R- Type of Inspection: , 1 _ ci ,r L..)c, Address: C 41 C I / --I0 0 Special instructions: Date ante 2 - to / 00 p• • Requester: 4r rr n o ' 3 - �� � cat 2S S1 INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval COMMENTS: E > \ p 1 Or S i\ P.0 Y � J 4 1\ U PS) Lunt ■06\--i -Lyoom WYr r\ l' fntr4 Q v S "\ Ycn9 h(,.o. 1^U( \L \Na ).l re4 Nrmr k P S' 1 ) `7rAVT\ e AYV2 C 1Y\ t S S1 Intl 5. - \ 95 O v' \ h Sir 1e P tr O 41) CICAIICk sVit,04 E1 bc CDWYt Oe YP��G�P Wig- 1\ \A c\nt,ulvt , v\St c �e \o\J Inspector. d n '� tr. I Date: /6)--- / 0 0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: CiRjuc.&./..* tiNG Sk : .t4f> ia:4t Ats�G��;.n. m rs418, i! 4 Project: 'YIn 0V T pe of Inspection: - r�aiiva� L1r�+ »a9 Address: Date called:-' 1 Special instructions Date wanted: a.m. I g --00 p.m. Requester: A Y,ialn a a Phone: 253- 653- '.. D i 5 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. D1000 -1145 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: p/ P &P c ?off t 111 t.4.01 .err /414 Q /741 14 7 L Inspector: 6J I Date: 2 - / Vcs , $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 1 Receipt No: f Date: . x ,. ; . , r. 'r iA€q l `F w 'T•' !- xY .f ?. er •..vraGJ3L"+`+�"is,r'i.w'�::`: J?�'..:...iW!�'+z �.`_:L:m`k%i 1v L.+ c:m.nl�i.u.,JY , rl'=+ Ai .�6:m1'�.!�.�i'l:.ir- s{1't..• .. Rr S.• seFr1 F: �i ; a� ;:.ALIV NNshi.ezli.r m oi„ln. arr..aii -lk ,r 4..r n i;j(tjrr: rA. Mr..�•;. Project: ., (� . )'l /'1 Type o Injpection: .-acT L c4A4 J72 y ` fit Address: � Date called: - Ca . SpeciiTns Date wanted: _ / /i5 rr. p.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION REC • RD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: i J ; c ;h // e/ // d 4 /e /; /4•J Al 5 �-� 7 --] y /,lair U c--or /"—rte/ •� f r j f t r l 4 4 7 �ffJ /e,r /9 /...a p Date: //.. / ❑ $47.00 REINSPECT! t FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • �ww s. r.... 1�L' tcb�' x:`... 3.ti���d.t�w'aSF�a.'iw+:�.w'. cr�.., a' 16Li�G�T%' ti`%",' y'iG .Y`.Cx;'.c,4Y 7 y1 ` ',�.f}A1i r.�. Gxc4.. v.Uw�:: i;Fa...rS+.>+:.. y:'— t. l..e�.da;ii . & 1'4.14/ :3404' :.9 .).,,, v,a ,: .aa,t.ha.;r,G� ePrnwct: Qli A.... Type of Ins io pectn: ^� �(�,IIs (20E Date called: _.. Address: G Spe I instructions: ate want _ / - O � i i — 6) P.m. R T ► Y I nn . Rte 2/1k ^INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 COMMENTS: Date: Corrections required prior to approval.. $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ":�:spia,�, ■V•t; i3 tv.tiu.(4, {4+4 war i.L.O .;a2iws5. s � w . v.C�.� }: :?v"*d.:.a ILI § . CO Ur 9 W 0: g Q? Cy� j 0 . 0 N: 0 1- W uj 0 i ii Z N; 0 Project: i>4), 4,d Type of Inspection: (74 /iv ( Kr2r'w See/6e_ - Address: 1573. -!t/ AEA 51 Date called: / Special instructions: Date wanted: rr Requester: Phone: INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98181 & PERMIT NO. (206)431 -36 Approved per applicable codes. Corrections required prior to approval., COMMENTS: $47.00 REINSPECTION, REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: +�^•..• + �e �s�i �. gRAlyd�la;, �',; u+,;,,, tN,e.'S.:r..a.sArawd".+`4a'�� -= - "- a's�.:.:ntt.�cfai5� ewS atr' sa ". t.xu:iwJ� u:, Project: ; 1 10 - 1 - on R Sic(enc.c... Type of Inspection: l / C r r, LL.•.)1 spc CC n i' Address: 13 L I 1 A✓ 5 Date called: IC.) — I % -1 M Special instructions: Date wanted: 10 ' — I q -r P.m. Requester: A rtnc 1c. Phone: 2.5)- Co 53 * ifi I--) `. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. • .;rh D?C PERMIT NO. (206)431 -3670 • COMMENTS: /) /2, (0 5c, "17/ `s e-6,/ ,. n, ,` S / 0 c,�.�� 1 Inspector: Date : // 52. ) Corrections required prior to approval. $47.00 REINSPECTI N FEE. REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :.[: akrniid:, b�iE�rcw ;�.�fal.�..:- "-�V`.tti�.��`�..�+ �.• y .�ae'a.•t�"''Sa�.�a+uiF�'.., x;•�4•. E• vta " �t.rsw.E4�YS!,haiLr:'. YvdJ*, K4U�1:.!. C' n.' �r. 1...:• eR+ �r4F,,. LC'k 14' tdtti. klck.. ll. �)ry.�:.s.Yi.kC. r.li..i nS+iFti•. +.h Lu ' U §, co v) urr 9 CO u. ui g u. a, N d z � Z 0 ': D p 0 - 0 I - W ui LL 0 Z V N 0 Z '1w INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. 0 _ INSPECTION RECORD Retain a copy, with permit PERMIT NO. (206)431 -367 Project: r^tr Address: AV S Special instructions: Type of Inspection: X601 c�-h D e called: Date wanted: I (� ~ a .m. Requester: rr .;r Ct Ct Phone: C l Corrections required prior to approval. COMMENTS: rs £ -3 , fJs 07eAN OAG / Cc "" S 70 "'Ace G $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: zert s'4 • 44 4.44l4'4.1, ,a4— ...is, 7V u, W CO U. W0 g < ` CO Cy: z �. 1-0 Z ON JO 1- = uj Z :. ==! z Date wanted: 0( Special instructions: PERMIT NO. (206)431-3670 I INSPECTION RECORD Retain a copy with permit • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: p f 4 0 $47.00 REINSPECTION FEE REQUIRED. Prior to irpe tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedUle reinspection. Date: , I Receipt No: 4 I. st 1 , , • +9 :;•," , . . . 4. Z til Q (0 w 0 uj 0 2 r :3 u_ < x 0 1- 0 z w uj uJ 0 1—, 0 . z Lir - 0 4Address • •�' rC• •,? /. , . ,��� N `�: r: r.�� y�S- .(/•tl�it��1� 1Gk';',�1 L�VV•��.:. `��� �• � � �^ iT.a� �n:�.Syy".V,"_A�,'y � 5 _ � . i Yk1r r r r °� w7 FINALAPP.FRM Project Name °\Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: City of Tukwila John. W. Rants, Mayor Fire Department Thomas P. Keefe, Fire chief 313 g 61 A v s Authorized Signature TUKWILA .FIRE DEPARTMENT FINAL APPROVALFORM Permit No. ,\ 245 T.F.D. Form F.P. 85 Suite 4 Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax. (206) 57.5-4439 • 1 AMIN IMMO TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Salts 101 Woodinville, WA 98072 • (425) 481 -8801 SPECIFICATIONS DESIGN LOADING W IN D SPEED = mph E = SNO Z S �d psf SEISMIC ZONE = 3 JURISDICTION Girt of TuKwi 4 Structural Engineering additional requirements or changes to Plans are as shown on sheets le through Zit , of these calculations with Notes, Schedules & Details per Drawing No. TSE -1 TSE -2 SSE 3 PROJECT. • CRANE DESIGN, INC. Plan No. E-b76595 JOB N:, 1693 BY: DATE: joiZol CITY OF TUKWILA APPROVED SEP - 8 2000 IsUILDtT' G DIVISION TYPE OF STRUCTURE = Private Residence DESIGN METHODOLOGY WIND: UBC METHOD 1 (NORMAL FORCE METHOD) SEISMIC: UBC STATIC FORCE PROCEDURE DOCUMENTS UNIFORM BUILDING CODE, 1997 Edition SITE ADDRESS 373c/ if sr /VG S, JuKW/cM 00 ENGINEER'S SEAL IS FOR LATERAL LOAD DESIGN ONLY. ALL GRAVITY LOAD DESIGN IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. EXCEPTIONS: ? ,444.t;F NEAoEas OF 2y 7:7prove0, are of RECEIVED CITY OF TUKWILA 'JUL 2 6 2o110 PERMIT CENTER TSE Architecture • Engineering • Planning 12810 N.E 1781h Street, Suite 101 Woodinville. WA 98072 • (425) 481 -8801 F- LEVRTI O t)S PLR h) PROJECT: C R 4 PESI614 Pi. A61.. E. OW05 FRDrJ7 R I T _ REAR Frcoat REAR. w RNRi-YS15 2- JOB9: 16 7J BY: DATE: A/VP1 -l IxacTIVI4 S F Ra Of I I 4NAc �3 l.E T 3 GA-r- & .44A6 0Pfid* RECEIVED CITY OF TUKWILA JUL 2 6 2M0 PERMIT CENTER fY W 0 N 0 W �} N d O ` z H. d p i U O N' 0 H' kij U. ~O ti z 0 I z T TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.8801 PROJECT: LATFRAL ANAI YSIS LAT2 97 Wind Exposure Zone R Snow % Snow DL roof DL floor Levels 80 B 3 5.5 25 0 17 10 2 mph 1.2 Soil Type SD psf % psf psf F Width Length Eave Ht. Rise Gable Ht. Wall Ht. OH left OH rite OH sides 24 40 16.9 6 8.9 1.5 1.5 1.5 ft. ft. ft. ft. ft. ft. ft. ft. ADDITIONAL WIND AREA: TOTAL SHEARWALL LENGTHS: Area left Area rite Area front Area back Lsw left Loc. "X" Lsw "X" Lsw rite 0 20 24 18 14 8 8.5 ft. .. ft. ' . ft sq. ft. ft. ft. ft. ft. Gable Ht. 6.4 ft Wadi Plan Area shwa Factor Lsw front Loc."Y" Lsw "r Lsw back Over. Ht. 23.3 ft 1.1 7 34.8 Ce 0.62 2.1 17.5 15.5 Ce (roof) 0.67 sq. ft. ft. ft ft ft. p (roof) 11 psf (horiz) RESULTS At (roof) 275 sq ft WIND TRANSVERSE Ce (uw) 0.62 V left V x V rite p (uw) 13.2 psf eave 2570 Ibs 0 2570 At (uw) 160 sq ft floor 4056 lbs 0 3942 p (f) 13.2 psf At (f) 352 sq ft SEISMIC TRANSVERSE Vt (we) 5137 Ibs eave 1669 Ibs 0 1669 Vt (wf) 4646 Ibs floor 2296 lbs 0 2296 AI(g) 82sgft Al (uw) 96 sq ft v(roof)= 82 plf 82 Al (f) 203 sq ft v(upper)= 107 plf 0 143 VI (we) 2727 Ibs v(lower)= 507 pif 0 484 VI (wf) 2680 lbs RL 13.416 ft OTM = 193600 ft Ibs DLRM = 726800 ft Ibs A (roof) 1161 sq ft UPLIFT= 0 Ibs DL (roof) 19737 lbs DL (uw) 3200 Ibs WIND LONGITUDINAL DL upper 22937 lbs V front V Y V back DL lower 16360 lbs eave 1507 Ibs 0 1220 2.5•Ca'I /R 0.1636 floor 2847 Ibs 0 2559 Vt (se)' 3752 Ibs Vt (sf)' 2676 lbs SEISMIC LONGITUDINAL E VH 87238 ft. lbs eave 1698 Ibs 0 1698 Vt (se) 4674 Ibs floor 2261 lbs 0 2261 Vt (sf) 1755 Ibs VI (se)' 3543 Ibs v(roof)= 42 plf VI (sf)' 2234 lbs v(upper)= 243 plf E VH 79762 ft. Ibs v(lower)= 163 pif VI (se) 4337 Ibs VI (sf) 1440 Ibs DL bldg 60570 Ibs pt 1 p I 1.096 ANALYSIS #1 0 42 0 49 0 RECEIVED 165 CITY OF TUKWILA JUL 2 6 loan PERMIT CEN?P t W 1 §: W , Vi W O u. Q to 3 v W ; p w = w ri Z' U ∎∎ O Z T TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Sults 101 Woodinville, WA 98072 • (425) 4814801 TRANSVERSE SHEARWALL DESIGN LEFT ENDWALL Roof Tributary Width Floor Tributary Width , Min.Element Length 24 ft. 5 ft.(opening) see sht. �0 Min.Element Length 8 ft. RITE ENDWALL Roof Tributary Width Floor Tributary Width PROJECT: LATERAL ANALYSIS LAT2 97 2.5 ft. 0.6 ft. Anchor Bolts: 1/2" Dia. © 8" o.c. W/ 2 X SILL PLATE 2.5 ft. 0.66 ft. ANALYSIS #1 upper. (wind)= 2570 Ibs. V' (seis.)= 1669 Ibs. v (max) = 135 plf se SW 1 0 lbs. =NM lower. V' (wind)= 4056 Ibs. EN NM V' (seas.)= 2296 Ibs. ax) = 507 plf se SW 4 Uplift = 5232 lbs. Use HTT22 Uplift = a cd M pw 100 0 pW upper. 100 V' (wind)= 2570 Ibs. V' (seis.)= 1669 Ibs. v (max) = 198 pif Min.Element Length © se SW 1 18 ft. Uplift = 39 Ibs. 5 ft.(opening) Standard Const. o.k. see sht. to 411 lower: V' (wind)= 3942 Ibs. Use SW 4 4 ft. IP V' (seis.)= 2296 lbs. • a ax) = 464 plf Min.Element Length Uplift = 5253 lbs. Anchor Bolts: 1/2" Dia. © 8" o.c. se HTT22 WITH 2X SILL PLATE 0 RECEIVED CITY OF TUKWILA JUL 2 6 wino PERMIT CENTER T TSE Ar hltecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6801 LONGITUDINAL SHEARWALL DESIGN FRONT WALL Roof Tributary Width Floor Tributary Width Min.Element Length 7 ft. Min.Element Length 8.5 ft. This wall is a common wall with See Sheet # fl for add'I calcs. BACK WALL Roof Tributary Width Floor Tributary Width S EE BELOW FOR UPLIFT CALC MAIN LEVEL BACK WALL Roof Tributary Width 13 ft. Floor Tributary Width 7.25 ft. Min.Element Length 34.8 ft. Min.Element Length 2.5 ft. * TRIB. WIDTH FOR UPLIFT ONLY Min.Element Length 2.5 ft. PROJECT: ' LATERAL ANALYSIS I T2 97 13 ft. 5 ft. 13 ft. 7.25 ft. U E 1 !� • , '\ / Anchor Bolts: 1/2" D a. © 48" o.c. upper: V (wind)= 1507 lbs. V' (seis.)= 1698 lbs. v (max) = 243 plf Use SW 2 Uplift = 992 lbs. USE LSTA36 lower. V' (wind)= 2847 lbs. V' (seis.)= 2281 lbs. upper. V' (wind)= 1220 lbs. V' (seis.)= 1698 lbs. v (max) = 49 plf Use SW 1 Uplift = 0 lbs. V' (wind)= V' (seas.)= ANALYSIS #1 lower: 2559 lbs. 2261 lbs. Tower. V' (wind)= 2559 lbs. V' (sels.)= 2261 lbs. 165 plf - Use SW 1 Uplift = 1854 lbs. Use STHDIORJ cd M pw 100 0 vw 100 RECEIVED CITY OF TUKWILA JUL 2 6 2000 upper: PERMIT CE 'ER V' (wind)= 1220 lbs. V' (seis.)= 1698 lbs. (o w; CO ILL w 0 ` LO W o : W W w ' o Z w N; 0 TSE Architecture • Engineering • Planning 12810 N.E. 178th Stint, Suits 101 Woodinville, WA 98072 • (425) 481.6801 PROJECT: JOB N: BY: p 11 DATE: 2 5 I g j REINFORCEMENT OF OPENINGS IN SHEARWALLS Y2 Y1 X1 X2 1 X WALL: UPPER LEFT WALL ANALYSIS #1 wall L wall H X1 X2 Y1 Y2 v 24 8 3 16 2.75 1.25 107 ft. ft. ft. ft. ft. ft. p11 v(x)= 135 plf v(y)= 214 plf CORNER FORCES : HORIZ. = 84 lbs. BOTTOM = 294 lbs. WALL: UPPER RITE WALL ANALYSIS #1 TOP = • 134 lbs. I K»a G Siup OK USE LSTA 2I Fn. ShEAgWFLi, wall L wall H X1 X2 Y1 Y2 v REIIJFOf1Lenfif 18 8 3.5 9.5 2.75 1.25 143 ft. ft. ft. ft. ft. ft. plf v (x) = 198 plf v (y) = 286 plf CORNER FORCES : TOP = Voo v 179 lbs. H HORIZ. = 193 lbs. BOTTOM = 393 lbs. ICIrJ6 STNO DIL HORIZ. = 451 lbs. CITY OF TUKWILA JUL 2 6 2000 HORIZ. = 5239MIT CENTER 115E. t5TA2i Fait SliEAIZWRLL Elhlfollce m6N1 T TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -8801 PROJECT: ' LATERAL ANALYSIS LAT2 97 JOB ft: /6 4 /3 BY: fn DATE: 9/45) 7 Wind 80 mph Exposure Zone R i3 3 5.5 1.1 Soil Type SD Width Length Eave Ht. 18 40 8.9 ft. ft. ft. ADDITIONAL WIND AREA: . Area left Area rite Area front 0 0 • 38 Snow 25 psf Rise Gable Ht. Wall Ht. 6 8.9 ft. ft. TOTAL SHEARWALL Area back Lsw left Loc. "X" 38 13 sq. ft. sq. ft. sq. ft. sq. ft. ft. ft. Gable Ht. 6 ft Ada! Plan Area shield Factor Lsw front Over. Ht. 14.9 ft 2.1 9.75 Ce 0.62 Ce (roof) 0.62 p (roof) 10.2 psf (horiz) At (roof) 258 sq ft Ce (uw) 0.62 p (uw) 13.2 psf At (uw) 178 sq ft p (f) 13.2 psf At (f) 0 sq ft SEISMIC TRANSVERSE Vt (we) 4981 Ibs eave 1105 Ibs Vt (wf) 0 Ibs floor 0 Ibs AI(g) 58sgft Al (uw) 80 sq ft v(roof)= 58 plf Al (f) 0 sq ft v(upper)= 118 pif VI (we) 2419 Ibs v(lower)= 0 pif VI (wf) 0 Ibs RL 10.6 ft A (roof) 903 sq ft DL (roof) 15351 Ibs VI (se) 2774 Ibs VI (sf) 0 Ibs DL bldg 32880 Ibs pt 1 P 1 ft. RESULTS WIND TRANSVERSE V left eave 1533 lbs floor 0 lbs DL (uw) 3560 lbs WIND LONGITUDINAL DL upper 18911 Ibs V front DL lower 0 lbs eave 1209 Ibs 2.5 "Ca *I /R 0.1636 floor 0 lbs Vt (se)' 3094 Ibs Vt (sf)' 0 Ibs E VH 27535 ft. Ibs Vt (se) 3094 Ibs Vt (sf) 0 Ibs VI (se)' 2774 Ibs v(roof)= 30 pif VI (sf)' 0 Ibs v(upper)= 124 pif E VH 24684 ft. lbs v(lower)= 0 pif SEISMIC LONGITUDINAL eave 991 Ibs floor 0 lbs ANALYSIS #2 % Snow 0 OTM = DLRM = UPLIFT= i DL roof DL floor 17 10 psf psf OH left OH rite 1.5 1.5 ft. ft. LENGTHS: Lsw "X" ft. Loc."Y" Vx 0 0 0 0 0 82900 ft Ibs 295900 ft Ibs 0 Ibs VY 0 0 Levels 1 F OH sides 1.5 ft. Lsw rite 18 ft. Lsw "Y" Lsw back 17.5 V rite 1533 0 1105 0 0 58 85 0 V back 1209 0 0 991 0 0 0 30 0 69 0 RECEIVED 0 CITY OF TUKWILA JUL 2 6 7f1r PERMIT CENTT ti11.98b TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.8801 PROJECT: LATERAL ANALYSIS LAT2 -9T TRANSVERSE SHEARWALL DESIGN LEFT ENDWAL4 Roof Tributary Width 2.5 ft. . Element Length 13 ft. Element Length 9ft. i ILO d IPA: .4,8oVT$ Cc.. RITE ENDWAL(, Roof Tributary Width 2.5 ft. ed!A. 4 3ot/5e `t 5 0. _ analysis #2 v (max) = 118 plf Use SW 1 Uplift = 194 Ibs. GJ(V, Cct44T. aIG. Pm v (max) = 85 pif — U se SW 1 Uplift = 168 lbs. 0 0 0 RECEIVED CITY OF TUKWILA 'JUL 2 6 ?nnn PERMIT CENTER TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.6601 LONGITUDINAL SHEARWALL DESIGN Element Length 3 ft. T CO PROJECT: LATERAL ANALYSIS LAT2 -97 le) 800-6 D ROOF SHEATHING: YL in. Span Rated Z'1/1L9 ROOF NAILING: 8d @ 6 in. o.c. /12 in. o.c. JOB #►: 1I0V3 BY: f1 i DATE: /25 fg • 1 !T 1 I analysis #2 FRONT WALL Roof Tributary Width 8 ft. v (max) = 124 pif Use SW 1 Uplift = 768 lbs. Use HPAHD22 pw 0 Sr_ LATE RAL RESTRg ?AI'Et. l'Eft, SHEET' it- ID V' (wind)= V' (seis.)= 1209 lbs. 991 lbs. his wall is a common wall with The front wall of analysis #1 See Sheet # (1 for add' calcs. 0 BACK WALL 0 Roof Tributary Width ft. all m0 M 0 RECEIVED CITY OF TUI(WII A JUL 2 6 2000 PERMIT CENTER TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.8801 PROJECT LRP -1 JOB9: 6 �/ BY: K DATE: ji 75 , 93 !U LATERAL RESTRAINT PANEL (GARAGE FRONT) Z M1 M C.A. M2 Z1 W1 I L Z(WIND) Z (SEISMIC) W (DL) W (LL) LL plasmic) w (SL) SL(gawp 495 379 80 0 0 83 0 Ibs. Ibs. pif plf % pif % H L W1 W2 8 16 22.5 22.5 ft. ft. in. in. WIND SEISMIC WIND, SEISMIC Z1 = 248 190 lbs. Z2 = 248 190 Ibs. M1 = 1980 1516 ft.Ibs. M2 = 1980 1516 ft.lbs. M1 (TOTALSI WIND 4359 ft.lbs. SEISMIC 3223 ft.Ibs. w W2 M c,L 2560 0 2016 4576 ft.lbs. (DL) (LL) (SL) (TOTAL) M2 (TOTALS) WIND 4359 ft.lbs. SEISMIC 3223 ft.Ibs. CONTINUOUS HEADER DESIGN mom Type/Specie ,glade Fb (osil Fv (osil CD (WIND) 1.6 Manuf.Lbr. Co (SEISMIC) 1.33 Timber CD (SNOW) 1.15 Dimen.Lbr. HF #2 935 75 RECEtVIb Cr 1 CITY OF ruKWAH 1 JUL 2 6 2 onn Properties: b d S 3.5 11.25 73.8 in. in in "3 H Z2 v 11.11.N PERMIT CENTE It Eli fb / Fb' fy as fv / Fv' D + L + S (UBC 12 -12) 744 1075 0.69 44 86 0.51 D + L + S/2 + W (UBC 12 -14) 709 1496 0.47 43 120 0.36 D + L + S + E/1.4 (uBC 12 -18) 524 1244 0.42 32 100 0.32 psi psi psi psi UPLIFT 1 = 266 Ibs. UPLIFT 2 = 286 Ibs. HOLDOWNS: HPAHD22 HEADER: 4 x 12 HF #2 CONTINUOS AMMO TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suit 101 WoodimAlle, WA 98072 • (425) 481.8801 COMMON WALL. ANALYSIS The lower front wall of analysis #1, and the rear wall of analysis #2 are a common wall. . COMBINED SHEAR • lip 14= (S[ itmit.) •. WIOD 1209 + Z 8'7 # = yo56 = 991 4- zacQli= 3262 - PROJECT. Coa.rnotS o5-6,41 _ 2 32 f F 11.5 P rt= C= 2v65 DC (15,25" Ib9,c x X5,5 053 0 • 0 USE JOB #: BY: KR DATE: MSC S NEI ? WALL Z ' /z ' 1 14 , 3oi_SS 32 o ,c. Z01,5 4 ' — ZO53 2- 4PAHD22, . IPFVoseJ 8 IZ 3 /T' 11 l9 4 )(OR 1 RECEIVED CITY OF TUKWILA JUL 2 6 2000 PERMIT CENTER T TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -8801 PROJECT: LATERAL ANALYSIS LAT2.97 JOB0: 16 y3 BY: KR DATE: 1/7 Z I2 Wind Exposure Zone R Snow % Snow DL roof DL floor Levels 80 B 3 5.5 25 0 17 10 1 mph 12 Soil Type SD psf % psf psf F Import.Factor wind 1.00 seismic 1.00 Width Length Eave Ht. Rise Gable Ht. Wall Ht. OH left OH rite OH sides 18 53 8.9 8 8.9 1.5 1.5 1.5 ft. ft. ft. ft. ft. ft. ft. ft. ADDITIONAL WIND AREA: TOTAL SHEARWALL LENGTHS .Area left Area rite Area front Area back Lsw left Loc. "X" Lsw "X" 0 0 • 38 38 13 VI (sf) 0 Ibs DL bldg • 43050 Ibs p t 1 P 1 ANALYSIS #.j(PLAN W/ 3RD CAR OPTION) Lsw rite 11 ft. • ft. . ft sq. ft. ft. ft. ft. ft. Gable Ht. 6 ft Add? Plan Area Shield Factor Lsw front Loc."Y" Lsw "Y" Lsw back Over. Ht. 14.9 ft 52 2.1 13.5 29.5 Ce 0.62 Ce (roof) 0.62 sq. ft. ft. p (roof) 10.2 psf (horiz) RESULTS At (roof) 336 sq ft WIND TRANSVERSE Ce (uw) 0.62 V left V x V rite p (uw) 13.2 psf eave 2013 Ibs 0 2013 At (uw) 236 sq ft floor 0 Ibs 0 0 P (f) 13.2 psf At (f) 0 sq ft SEISMIC TRANSVERSE Vt (we) 6542 Ibs eave 1495 Ibs 0 1495 Vt (wf) 0 Ibs floor 0 Ibs 0 0 AI(g) 58sgft Al (uw) 80 sq ft v(roof)= 77 plf 77 Al (f) 0 sq ft v(upper)= 155 plf 0 183 VI (we) 2820 Ibs v(lower)= 0 plf 0 0 VI (wf) 0 Ibs RL 10.6 ft OTM = 108500 ft Ibs DLRM = 387500 ft Ibs A (roof) 1228 sq ft UPLIFT= 0 Ibs DL (roof) 20876 Ibs DL (uw) 4717 Ibs WIND LONGITUDINAL DL upper 25593 lbs V front V Y V back DL lower 0 Ibs eave 1410 Ibs 0 1410 2.5 *Ca *I /R 0.1638 floor 0 lbs 0 0 Vt (se)' 4187 Ibs Vt (sf)' 0 lbs SEISMIC LONGITUDINAL E VH 37264 ft. Ibs eave 1313 Ibs 0 1313 Vt (se) 4187 Ibs floor 0 Ibs 0 RECEIVED 0 Vt (sf) 0 lbs CITY OF Tl1KWILA VI (se)' 3677 Ibs v(roof)= 27 plf 0 'JUL VI (sf)' v(upper)= Ibs v(upper)= 104 plf 0 2(1110 48 0 E VH 32729 ft. Ibs v(lower)= 0 plf 0 VI (se) 3677 lbs PERMIT CENTER v 11.11.98 I mmussissasies V '. co w 0 J ; U. < _ a 'mow w w V. ON w W. z w 0 ` z TTSE Architecture • Engineering • Planning 12810 N.E. 178th Street, State 101 Woodinville, WA 98072 • (425) 481 -8801 PROJECT LATERAL ANAI YRIS LAT2 07 JOB #: / V3 BY: KR) DATE: 1/ f U � / TRANSVERSE SHEARWALL DESIGN ANALYSIS #3(PLAN W/ 3RD CAR OPTION) LEFT ENDWALL Roof Tributary Width 2.5 ft. Element Length 13 ft. Element Length 3 ft. RITE ENDWALL Roof Tributary Width 2.5 ft. I/Z 'die,. AtJc.I4t,?. Rom 6 32 "G •c. v (max) = 155 plf Use SW 1 Uplift = 523 lbs. Use HPAHD22 v (max) = 183 plf Use SW 1 Uplift = 1432 lbs. Use HPAHD22 of cd M pw 0 0 pw 0 0 CITY RECEIVED JUL 2 6 2000 PERMIT CENTER T TSE Architecture • Engineering • Planning 12810 N.E. 178th Streit, Suits 101 Woodirnflle, WA 98072 • (425) 481 -8801 PROJECT: • LATERAL ANAI YRIS LAT2 97 JOB #: 16 BY: DATE: 1 11l� LONGITUDINAL SHEARWALL DESIGN ANALYSIS 03(PLAN W/ 3RD CAR OPTION) FRONT WALL Roof Tributary Width 8 ft. 1 Element Length 3 ft. 4uct-tigt ci.TS HACK WALL, t i `'o Roof Tributary Width 12 ft. Element Length 12 ft. Lateral Restraint Panel See Sheet # v (max) = 104 pif Use SW 1 Uplift = 592 lbs. se HPAHD22 ISLl v (max) = 48 pif Use SW 1 Uplift = 0 lbs. 0 pw 0 This wall is a common wall wi See Sheet #11 for add'I calcs. V7 )1a, *1s)1 Dt. goLTe Yroic 0 ROOF SHEATHING: 1/2 in. Span Rated NI with supports 24" o.c. ROOF NAILING: 8d © 6 in. o.c. /12 in. o.c. RECEIVED CITY OF TUKWILA 'JUL 2 6 ?0n9 PERMIT CENTC;-i M 0 0 pW 0 0 TSE Arch PROJECT. LRM11 Arch„... .• • Eng/neeNng • Planning 12 BY: KR/ 810 N.E. N.E.178th Street, Suite 101 Woods / Woodinville, WA 98072 • (425) 481.8801 DATE: r / 12191 LATERAL RESTRAINT PANEL (GARAGE FRONT RITE BAY) A44t #3 w Z Z (WIND) Z (SEISMIC) 387 384 Ibs. lbs. Z1 = M1= H 8 ft. L 8 ft. W1 w (DL) 214 pif W1 22.5 in. M1 Z1 WIND SEISMIC 194 182 lbs. 1548 1456 ft.Ibs. Mcn. M1 (TOTALSI WIND 3489 ft.lbs. SEISMIC 2597 ft.Ibs. CONTINUOUS HEADER DESIGN icel TypelSpecle Manuf.Lbr. Timber Dimen.Lbr. Properties: b 3.5 in. fb D + L + S (UBC 12 -12) 669 D + L + S/2 + W (UBC 12 -14) 587 D + L + S + E/1.4 (UBC 12-18) 422 psi UPLIFT 1 = 242 Ibs. w (LL) 0 pif W2 22.5 in. Szt4 Fb.l DFL #2 963 d 11.25 in USE HOLDOWN: HPAHD22 1712 0 (DL) (LL) Fb' 1107 1540 1280 psi S 73.8 inA3 M cn. fb /Fb' 0.60 0.37 0.33 w (SL) SL plasm 300 0 pif % WIND SEISMIC Z2 = 194 182 lbs. M2 = 1548 1456 ft.lbs. 2400 4112 ft.lbs. (SL) (TOTAL) M2 (TOTALSI WIND 3489 ft.lbs. SEISMIC 2597 ft.Ibs. Fy (osl) 95 M2 RECEIVED CITY OF TUKWILA JUL 2 6 2000 PERMIT CATER 70 46 psi UPLIFT 2 = HEADER: 4 X 12 DFL#Z W2 CD (WIND) CD (SEISMIC) CD (SNOW) Cr CH H Z2 1.6 1.33 1.15 1 1 v 0.11.1111 Fv' fv / Fv' 109 0.72 152 0.46 126 0.37 psi 242 Ibs. AMMO TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.6801 PROJECT. LRP 1 LATERAL RESTRAINT PANEL (GARAGE FRONT LEFT BAY) R ail i, 3#.3 w Z 1 M Cn. M2 Z1 j wij L Z (WIND) Z (SEISMIC) W (DL) W (LL) LL (sostc) W (SL) SL (sosMnc , 387 384 80 0 0 63 0 Ibs. Ibs. p1f pif % pif 96 H L W1 W2 8 16 22.5 22.5 ft. ft. in. in. M1 (TOTALS1 WIND 3927 ft.lbs. SEISMIC 3163 ft.Ibs. M cal 2560 0 2016 4576 ft.lbs. (DL) (LL) (SL) (TOTAL) ft Fb' fb /Fb' D + L + S (UBC 12 -12) 744 1107 0.67 D + L + S/2 + W (UBC 12 -14) 838 1540 0.41 D + L + S + E/1.4 (UBC 12 -16) 514 1280 0.40 psi psi USE HOLDOWN: HPAHD22 HEADER: 4 X 12 DFL#2 JOB 8: P/3 BY: K If f# DATE: Z W2 M2 (TOTALSl WIND 3927 ft.Ibs. SEISMIC 3163 ft.lbs. PERMITTENTER a 1 ,4 WIND SEISMIC WIND SEISMIC Z1 = 194 182 Ibs. Z2 = 194 182 Ibs. M1 = 1548 1456 ft.Ibs. M2 = 1548 1456 ft.Ibs. Z2 CONTINUOUS HEADER DESIGN Illy! Namara Grade Fb (osil Fv (Dai) CD (WIND) 1.6 Manuf.Lbr. CD (SEISMIC) 1.33 Timber CD (SNOW) 1.15 Dimen.Lbr. DFL #2 963 95 Cr 1 RECEIVED CH 1 Properties: b d S CITY OF TUKWILA 3.5 11.25 73.8 'JUL 2 6 2000 in. in inA3 H v11.111.1111 fv / Fv' 44 109 0.40 41 152 0.27 31 126 0.25 psi psi UPLIFT 1 = 441 Ibs. UPLIFT 2 = 441 Ibs. AMIN TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.6801 COMMON WALL ANALYSIS The lower front wall of analysis #1, and the rear wall of analysis #2 are a common wall. ' COMBINED SHEAR 1 1257 1- )3i3 +- zvi - = 357`( c.04.rROGS 1125-71i z y3 I F 11.s P PROJECT: I - r -c= 2/13 • 0 USE NPR 4-1022. JOB 0: BY: I h % /il r UU DATE ' Z5 ' L 2fvise° 8 f 23[94 17 asc sit64€ WALL z tk' -d,a. q.,ucHoot Bacrs @ 32'0,a. 1. PC = (15,25' x Ibp,F X i.5') 4- (i,5 i x IU,;F XOR') Zv53' VA /Fr = 21“ — ZZ ° = = I/ 36 Z RECEIVED - CITY OF TUKWILA 'JUL 2 6 2000 PERMIT CENTER ?4..;;n!yT; �7'7::: �'.. *<.; f,ri�5;': I _j�Y„ r.�;v'.�• • 9 J ` $ € • • 4 (Z� #'i 0 y8 ° to, • IS OUrJb4 r IoKI 'PLp TSE ARCHITECTURE ENGINEERING PLANNING 12810 N.E. 178' ST. •Suite 101 Woodimn7le, WA 28072 -8702 025 481 -6601 • FAX:481 - 6371 LEGEND P - 'HOLDOWN PER SCHEDULE SW_ - SHEARWALL PER SCHEDULE . A8_ • ANCHOR BOLT PER SCHEDULE 0—• • STRUCTURAL DETAILS PER SHEET TSE -1 1 7 -2. 16E -3 RECEIVED CITY OF TUKWILA JUL 2 6 2000 PERMIT CENTER w � W } 0 } , u. Q, W Z O W 1 - p- 0 1- W W' V` _ Z ILI N z 1 •■•••■•"" M;-)r) FLbo ?LA-0 TSE ARCHITECTURE ENGINEERING PLANNING 12810 N.E. 178" ST. • Sole 10 Woodinville. WA 98072 -8702 14251481 -860 • FAX 481 -637' f: /69.3 SHEET': „IN.! C M RECEIVED CITY OF TUKWILA JUL 2 6 2000 PERMIT CENTER 4. C WO , g J N om ' W. p z 0! W U 10 N? I- W W O;. U 'If AA;ctiat. 3 .0-5 p , .NT L11.11L. z . • .• ' • • • • • ". , , Nock e.&14r LV (73,Hon. .LAT ■■•■•••P ■OMNINNION110 , • " ' ' ••• Oda ei*lLA116 1.' itattleA Pamir. dr •••■■•■■..... •■••■■ �l4 " U `,r i ► dL *1. 1111011111118.8 ZIA 14 1 . . . Aa Bdsss e rf I V t N. 1!022. '!"3 :LA. Ir rr TTT Moak e.‘41- Uwe eta CrIP101.) cr P) FOUwwflo) N. i\) Fof 3 LANt. opr!o0 JOBI: 113 SHEET': Z v fr DATE: �•l1Zt RECEIVED CITY OF TUKWILA JUL 2 6 wrri PERMIT CI:N i ER rsI ARCHITECTU1 ENGINEERING PLANNING 12810 N.E. 178" ST. • Suitt Woodinville, WA 98072 -6 N2S1 481 -6601 • FAX: 481- .laxauai. -': SS.� M' fkliJ. DaYAtiiiSm' F.. af. M ,��l.bik4ir..r,.wk,r.�;ttunc�.0 k. d..+ +:Y,'bii 1 4- TS ARCHITECTU ENGINEERINC PLANNING 12810 N.E. 178 Si. • Sup Woodinm14e. WA 98072- 4251481 -6601 • FAX 481 4 ''/03 SHEET,: I TF DA J/jai RECEIVED CITY OF TUKWILA 'JUL 2 6 2000 PERMIT CENTER � !-bo 71 L911.) 31P C4 ci ! ZJ . or-10A) • • • Rook F"nn1 a" .PL4r3 • = rsi ARCHITECTURE ENGINEERING PLANNING 12810 N.E. 178. A. •Sok Wbo. 1N4 91072 -171 N29 681 -6801 • F* 481-6: ,�: 1'y3 RECEIVED CITY OF TUKWILA JUL 2 6 2000 PERMIT CENTER t • ala TSE ARCHITECTURE ENGINEERING PLANNING 12810 N.E. 178 ST. • Suite 101 wooditrAle, WA 98072 -8702 N23) 481 -6601 • FM 481 -6371 .1081: l6 is SHEET': Z DAM ` LIPPE& Fi..oOR FRAPIlt4 PLA,) RECEIVED CITY OF TUKWIIJ JUL 2 6 2000 PERMIT CENTER •1 b 0 LIJIIBRIII1 . 913.11,1 Re)O • Pt4 ..... • . ' 4 6 , 1 01 4 1 1P e go) 26 . 111 .■ 1411H 7,444mifritiltLoill 60 ;W(` im....., ig= Immo! .-461wE Niel dor 11 iv,„ .. • . + *I. Won rove. /d"c • 1 t r z t Yxi� D =6.2*2 - yx IZ DFcsqZ ROOF SHEATHING TO BE 1/r MIN. SPAN RATED (MAO WITH 8d COMMON NAILS SPACED 6" cic AT PANEL EDGES AND 12- cic IN FIELD. USE A SIMPSON "1-11" ANCHOR AT EVERY OTHER TRUSS OR RAFTER. • TSE A RCHITECTIIJRE ENGINEERING PLANNING 12810 N.E. 178 Si. •Suite 10 Woodinville, WA 98072 -8702 029 481 -6601 £ flX 481 -637; DATE: RECEIVED CITY OF TUKWILA JUL 2 6 2000 3 -C ' 4 & &4 F oPTIon) •Gii.r_�Y..L. • 1e l■■r- ,i,tp,ika.aaY.nlrt!4 uJ4lak. Cis,' cs.., {.�:drY�tii.'e.,,aa,at°aiiA:Yt: t 1 i R Value Installed ladies No. Hags Sq. ft tic Z i 9 g - -- ; a1h ' l „nits ATTIC HAS BEEN INSULATED To m "t BY A PROFESSIONAL INSULATION CONTRACTOR he insulation in this attic was installed by a qualified proles- or 1 . ; contractor to the R -Value stated above. Redi -Safe Dry tatntized,,, Insulation is made from natural recycled fibers that (fer superior sound and thermal insulation- You can add iditional insulation to this attic by contacting the licensed >ntraetor listed below. Pk 0 1 &Mein Paper Salt Lim City, Utah R (USTC ICBO EVALUATION SERVICE REPORT NUMBER ER -5341 eAeriliedian 30 F M �� aoo••smowu. ��GVM IIITlt1M1T 0 j 4 .a '/ atMSt a ,,,is certifies that Rcdi -Therm Insulation has been installed with the manufac- mt;►'.q recommendations at the stated R -Value and thc installation complies m. applicable codes, standards and regulations. © Applicelot's Signature Company Name f _<<-oe Brridder's Signature Company Nome Date e i at.Ixnr: AttIIF.3S / 3 73 9r �• / 41,-e Sp ?u A to & Mg - rrJ' Date hlalnrlitclnrctl by KcdI Therm Insulation, Inc. Salt Like City, UT COVERAGE TABLE CLASS t - COMMERCIAL GRADE CELLULOSE' ELIMINATES STATIC, REDUCES DUST AND' MUST BE USED WITH THE REDISAFE GREENHOEtw u Y ,do� Arrow. Settled M.i . ►T ■1�� 11aWn11 ./... .1 75. - F rtlnwn I vl�s yield }•r �� � Incite. Ilace.'t tame mot o•rt.') 1 3.0 2.9 _ 87 .9 11.4 0.40 13 3.5 3.4 - 74.4 13.4 0.47 19 _ _ 5.2_ 5.0 50.9 19.8 0.89 24 _ 6.5 6.3 40.3 24.8 0.67 30 8.1 7.9 32.2 31.0 1.09 32 8.7 8 4 30.2 33.1 1.18 33 10.3 _10,0 25.5 39.3 1.38 40 10 8 10 5 24.2 41.4 1.45 44 1 1 . 9 ___ _ 11 22 45.5 1.59 50 13.6 13.2 19.3 51.7 _ 1.81 CLASS 1 BUILDING MATERIAL Note: This Insulation is designed to be installed with the Rub lbetm's Groes Have,,, for optimum Pcrfotmattcc. Rcdi -Safe Dry Stab 'eted is a mama- - green m ci► laborerntencFaNur - prufessiewalinstsllatierrealy lle - dosigncd for estimating purposes and thc coverage can vary if the asaufac- Itirer's recommended rncthod of application is not followed. laitiat installed rracttc•s may Inc more than the chart. Regardless orthc initially installed az the slated It-value is achieved to installing the requir� 4 • • D i .uttuc. in iva:,Ii :It (cast nce minimum thickness and the requi nt u nber of how: may ricult in a borer installed R- Va1uc. APR 16 2001 - 1 v '•'. , !ct1t. • d • • P. . hied "(1:1!• 1 1' ore trademarks nl Red i -True tS letItVtr. DEPARTMENT W QQ J V . UO CO a J 1- H w gQ tn = W Z � I- o Z uj U o 0I- w w - Z w to 0 Z M 1.0 General. M 1.1 Where Required. All roofs, paved areas, yards, courts, and courtyards shall be drained into a separate storm sewer system, or into a combined sewer system where a separate storm sewer system is not available, or to some other place of disposal satisfactory to the Administrative Authority: In the case of one - and two - family dwellings, storm water may be discharged on flat areas such as streets or lawns so long as the storm water shall flow away from the building and away from adjoining property, and shall not create a nuisance. M 1.2 Storm Water Drainage to Sanitary Sewer Prohibited. Storm water shall not be drained into sewers intended for sanitary drainage only. M 1.3 Material Uses. Rainwater piping placed within the interior of a building or run within a vent or shaft shall be of cast iron, galvanized steel, wrought iron, brass, copper, lead, Schedule 40 ABS DWV, Schedule 40 PVC DWV, or other approved materials, and changes in direction shall conform to the requirements of Section 706.0. M 1.4 Expansion Joints Required. Expansion joints or sleeves shall be provided where warranted by temperature variations or physical conditions. M 1.5 Subsoil Drains. M 1.5.1 Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, or crawl spaces or floors below grade. Such subsoil drains may be positioned inside or outside of the footing, shall be of perforated, or open jointed approved drain tile or pipe not less than three (3) inches (76 mm) in diameter, and shall be laid in gravel, slag, crushed rock, approved three- quarter (3/4) inch (19.1 mm) crushed recycled glass aggregate, or other approved porous material with a minimum of four (4) inches (102 mm) surrounding the pipe on all sides. Filter media, shall be provided for exterior subsoil piping. M 1.5.2 Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to a storm drain or an approved water course. M 1.5.3 Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at least fifteen (15) inches Effective 7/01/98 Appendix M Storm Drainage (381 mm) in diameter, eighteen (18) inches (457 mm) in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge point, and the capacity of the pump shall not be less than fifteen (15) gpm (1.0 L /s). The discharge piping from the sump pump shall be a minimum of one and one- half (1 -1/2) inches (38 mm) in diameter and have a union to make the pump accessible for servicing. M 1.5.4 For separate dwellings not serving continuously flowing springs or groundwater, the sump discharge pipe may discharge onto a concrete splash block with a minimum length of twenty -four (24) inches (610 mm). This pipe shall be within four (4) inches (102 nun) of the splash block and positioned to direct the flow parallel to the recessed line of the splash block. M 1.5.5 Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater valve in the drain line so located as to be accessible for inspection and maintenance. M 1.5.6 Nothing in Section M 1.5 shall prevent drains that serve either subsoil drains or areaways of a detached building from discharging to a properly graded open area, provided that: (1) They do not serve continuously flowing springs or groundwater; (2) The point of discharge is at least ten (10) feet (3048 mm) from any property line; and (3) It is impracticable to discharge such drains to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley. M 1.6 Building Subdrains. Building subdrains located below the public sewer level shall discharge into a sump or receiving tank, the contents of which shall be automatically lifted and discharged into the drainage system as required for building sumps. M 1.7 Areaway Drains. All open subsurface space adjacent to a building, serving as an entrance to the basement or cellar of a building, shall be provided with a drain or drains. Such areaway drains shall be two (2) inches (51 mm) minimum diameter for areaways not exceeding one hundred (100) square feet (9.3 m in area, and shall be discharged in the manner provided for subsoil drains not serving continuously flowing springs or ground water (see Section M 1.5.2). Areaways in excess of one hundred (100) square feet (9.3 m shall not drain into subsoil. Areaway drains for areaways exceeding one hundred (100) square feet (9.3 m shall be sized according to Table M -2. 000 - DJ-1.5 p lignErea M=g•mM' ,;+s ±• .avirme .mrvwM °v�+'M'"°'t xvr e�ocw, ��" ii+ zc+ trr •+!tt±rrrq!;.✓n�«rY.c+yv;+�k:: fur- r.vzhrerwirO∎ifse .ZwMmemo.e . M. rrrearise `OrleM!urrV+/, +eH+rioxltc fireW+Yrr AIMWAN.sn.'ftI Washington State Amendments 330A NO MANUFACTURER FRAME MATERIAL M , i SIZ U - !- Dr°A`R I � ' Az. / Y� dye... . 2 gaps doe... r -. / ° x °. t � i i � I pA a y� of 2 . � ■ ,, ...,. , - / x5° .... Z' 36 2- j 2' x S= ( 20 2 4mx06 /2 I 3 4 °x 34 2 4mx 3b ?,8 2, ¢ - �2 2 4 -,( c 4- S' 80 / s S Z� / S�).(6 33 1. HEAT SOURCE: G AS TOTAL. GLAZING AREA 358 ENRGYCOD.DOC 2/13/97 CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE S.F. - TOTAL CONDITIONED FLOOR AREA (gas, oil, propane, heat pump, elect! TOTAL GLAZING AREA 44 (add entire column) S.F. x 100 = b 2000- 245' PROPOSED GLAZING PERCENTAGE /8% TE. COPY H -15 ACTIVITY #: CITY OF TUKWILA APPROVED SEP - 8 2000 FWLD G Drr`�1 . 31ON 3se The proposed glazing percentage must be Tess than or equal to the glazing percentage listed under the prescriptive option that is selected. RECEIVED CITY OF TUKWILA JUL 2 6 2000 PERMIT CENTER ❑ Exhaust ventilation sha I be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM //gpp BATHROOM FAN 50 CFM ,13L-O4 . BATHROOM FAN 50 CFM 1' 67o BATHROOM FAN 50 CFM 1 ( LAUNDRY FAN 50 CFM 1/ 670 .' ❑ WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) AZ 100 CFM (4 BEDROOMS) ❑ *Whole house fan also serves as a kitchen or bath spot fan: 0 YES N NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. ❑ Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed O Whole house fan wiring O Whole house fan shall Sone rating 1.5 if , ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. d, Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: YES 0 NO 0 If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided O Each bedroom: Tested, O Overall living area: OR: for each unit as follows: (IAQ Code, S. 302.6.1): screened, controllable, through -wall port ( > 4 sq. in.) to the exterior. One wall port as specified for bedrooms. which delivers outside makeup air through the ducting system. HZ Central forced air furnace MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ENRGYCOD.DOC 2/13/97 CITY OF '"IKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 .1 4 h ACTIVITY #: H -15 z W C O 0 o 0 CO w w 0 g a d ; z �' I-O W uj D p 0 0 N , 0 F = CU U `: 11 Z '. Z NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. HVAC AFU Glazingmax %' of floor. 0-value Door U -value ( *value) `Ceilings th`attics ` vaulted.;,'; Walls above grade below grade • Interior OR ' ezferior. Slab on`grade: HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPT I 0 OPT 11 0 OPT 111 0 OPT IV 0.40 OPT V 0 OPT VI* OPT VII* 0 0 * < two stories ' The " >" symbol means more than or equal to; " <" means Tess than or equal to. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 CHAF'TER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I RCM PERMIT CENTER p� crG '_" ' ' a rs as�pr J'^�t+ , ,':s'f m:t z.n.s 1"r} 9^!pY�' 1 f`,w",,, s�,, *x t �n c7 r "'d xe��w k i �... ,......n ......r.. ..ti,. 2lv Lva..+$:.�+......I..Iu._..... ..�a4......._ � (.w....x..�. i.t.an..l....+J.. W. }� �.N�2. «W.i� RECEIVED CITY OF TUKWILA J U L 2 6 2000 z rx u6 00 U) w i J l- u- W O w z � o z � 0 O N =w H p: F- g_ O ill Z ' = . O ~ Z ENRGYCOD.DOC 2/13/97 CHti. TER 6, PRESCRIPTIVE OPTIuNS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I Glazing max: % of floor value' Door U value ... ( R value) Ceilings with attics aulted HEAT SOURCE: ELECTRIC (except heat pumps) OPT I 0 OPT II OPT III OPT IV OPT V OPT VI OPT VII* OPT VIII* O O 0 0 0 0 0 18% - .39 ,. 0.20 (R .. 0 20 (R.5) ....< * < two stories ' R5 foam sheeting required in addition to R19°cavity insulation. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: 01/09/2001 15:14 2062440286 Attention: Jim Briton Tony Soper January. 9, 2001 CRANE DESIGN On page 4 of 7 of E070595 -the miter and strap on the back rear corner, of the house =the MSTA36 note on the front left.portion of the house ti If you have.any questions, feel free. and give us a call. Thanks, PAGE 01 RECEIVED CITY OF TUKWILA JAN 1 2 2001 PERMIT CENTER The following things should of been removed frbm the plan when engineering was transferred, and are not necessary to be on the plans. , Residential • Designers Q. PIar»aro 14975 Interurban Ave. 5. Suite #9758 'Tukwila, WA'98168 (2061244-24W Fair: (2061244.0286 July 27, 2000 Jim Brinton 13007 — 167th Avenue NE Redmond, WA 98052 RE: Letter of Incomplete Application #1 Development Permit Application Number D2000 -245 Brinton House 13739 — 41st Avenue S Dear Mr. Brinton: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 26, 2000 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Public Works Department: Jill Mosqueda, Development Engineer, at (206) 433 -0179, if you have any questions regarding the following: 1. Provide topography (see attached packet). 2. Provide volumes of cut and fill (see attached packet. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Brenda Holt Permit Coordinator encl File: Permit File No. D2000 -245 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 August 15, 2000 Jim Brinton 13007 — 167th Avenue NE Redmond, WA 98052 Brenda Holt Permit Coordinator Dear Mr. Brinton: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -245 Brinton Residence 13739 — 41st Avenue S This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, encl xc: File No. D2000 -245 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 DEPARTMENTS: Building Division Public Works Il�VU1 &AZ/ l 1- - o Approved Approved n \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -245 DATE: 7 -26- 2000 PROJECT NAME: BRINTON RESIDENCE SITE ADDRESS: 13739 41s AVE S XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ After Permit Is Issued ■ DETERMINATION OF COMPLETENESS: (Tues., Thur .) DUE DATE: 7-27-2000 Complete n Incomplete Not Applicable n Comments: w. 617 ULt/.u,l LCQ 1 -Z1 -Dv TUES /THURS ROUTING: Please Route C Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions CORRECTION DETERMINATION: Fire Prevention II Planning Division 8--frod c, --ZVav Structural n Permit Coordinator REVIEWER'S INITIALS: No further Review Required DATE: DUE DATE: 8 -24 -00 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Approved with Conditions n Not Approved (attach comments) • C DATE: 2 1=2:22VIVEYVA TK!JC." ZYARTIStair:3.' 24 2 n vn•`-+.,... ^ re •..n +ten m s,..l V�Liii[1 izeba+rtrtmv. ir 4f o tn O o' co W 9 N w; w O < El an w ' Z � ; ui mo o; U o co O _ ::. W W O : LU z '- 0 DEPARTMENTS: / It Bui • ing Division v 0140 it Public Works I�VI P.141/4 C--00 Complete REVIEWER'S f�aDl/�Y.Z Approved \PRROUTE.DOC 5/99 Fir Prevention kf 7 - t8.a° Structural TUES /THURS ROUTING: Please Route , Structural Review Required REVIEWER'S INITIALS: CORRECTION DETERMINATION: st n n REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -245 DATE: 8 -3 -2000 PROJECT NAME: BRINTON HOUSE SITE ADDRESS: 13739 41' AVE S Original Plan Submittal XX Response to Incomplete Letter # Response to Correction Letter # Revision # _ After Permit Is Issued Planni • Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-8-2000 Incomplete n Not Applicable Comments: No further Review Required DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 9 -5 -2000 Approved n Approved with Conditions 1 Not Approved (attach comments) Rd NITIALS: DATE: i 4 (IV 'f'( 6 -tr-oo ( ) DUE DATE Approved with Conditions Not Approved (attach comments) u DATE: DEPARTMENTS: Building Division n Fire Prevention Public Wor Structural iU l.G�'AA L -(o -o° Complete TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: Approved n \PRROUTE.DOC 5/99 Incomplete n . APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: n PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -245 DATE: 8 -25 -2000 PROJECT NAME: BRINTON RESIDENCE SITE ADDRESS: 13739 41' AVE S Original Plan Submittal Response to Incomplete Letter #_ XX Response to Correction Letter # 1 Revision # _ After Permit Is Issued Planning Division Permit Coordinator DETERMINATIOLJ OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-29 -2000 Not Applicable n Comments: No further Review Required n DATE: DUE DATE: 9 -26 -2000 Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: oc a V Q W w c0 U. W0 g Q' D CJ : z I-, O V 0 0 - o )- w ui IL 0 Z 111.11 Oft , 0 Et 0 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 r Z` mo w? W ww N � W O 2 g = Cy! mo z . z W uj 3 ' p 0 - o uj to Contact Person: Jim Brinton Phone Number: l!J Z . Summary of Revision: 1) ADOPT /q»/ Of A AJ ) (S/ Sc pe...44/). Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: e/9- • Response to Incomplete Letter # ® Response to Correction Letter # 1 • Revision # after Permit is Issued Project Name: BRINTON RESIDENCE Project Address: 13739 — 41 Avenue S Plan Check/Permit Number: D2000 -245 2) 6 4//w/TS f1,4uE B ctse AtX D, tVA ht. uJA-S / /e905 C-E ccc-. WA-5 A OEO Msl-2x . ,ITylipid 5 AruO 57D+'7 -A-! 0 h 4 e / &z) AODEl7 tt) /Tel A, A fDC_U77�4.) • Sheet Number(s): / 1 Q • 606- -!/ A'13/ iv / "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1) ? 1 Entered in Sierra on 6 + ' E :iSS�t11'G�� RECEIVED CITY OF TI IKWII A AUG 2 5 2000 PERMIT CENTER 08/15/00 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 8- J --,/ocV Plan Check/Permit Number: D2000-245 ® Response to Incomplete Letter # 1 EJ Response to Correction Letter # • Revision # after Permit is Issued Project Name: BRINTON HOUSE Project Address: 13739 — 41 Avenue S Contact Person: Jim Brinton Atei-hern/a) Summary of Revision: • h PK, 61 - r v ) A 7 7 • ci...P ,c.)19 iV "Cloud" or highlight all areas of revision including date of revision ((_ Received at the City of Tukwila Permit Center by: \ G 110 Sheet Number(s): Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 - -0C) Phone Number: 2S3 -8 Z - .tll Pax) r PERMIT CENTER 07/27/00 PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): 3 3d1 9 1 sr /ve-e._ S- TulLwiLR u--)Ac- Ct & ((c8 Owner; Information: Agent/Contact' Person: Name: _I P, tM E S 8 tz..1 n31 Ni Name: - \ r• B rzA 1 rJ • Address: 130o'7 Ito1 AV Y. rot_ 2 gmv� a Address: I3`abo Tve_wtua i'.n - Phone: 7OL - 3`i - 5 4c 13, LAM Phone: . D-oG - 3`12- -5rlCO This certificate is for the purposes of: fir Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ CommerciaVlndustrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): Vehicular distance from nearest hydrant to the closest point of structure 1 ft . Area is served by (Water utility district): l< L. W .4 l as Owner/Agent Signature: Date: CITY OF- UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: PART B: (To be completed by water utility district) The proposed project is located within'14 -Af 0 c 0. f ►t y (City /County) The improvements required to upgrade the water system tb bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of ) 2-5 0 gpm at 20 psi residual for a duration of 2 hours at a velocity of / g fps as documented by the attached calculations. I hereby certify that the above information is true and correct. (cams i`c1CIA-06r 7 F' - f Agency /Phone y PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) CIT r , (Use separate sheet if more room is needed) JUL 2 6 2PPr Agency /Phone 1) Sb PERMIT CENTL. Date WTRAVAILDOC 6/5/96 Date H-lla (Required only if outside City of Tukwila water utility district) z w 0 Cn0 J wO 2 g J : d . = W H =. z F I- O z H 111 Ljj 0 0. 0 0 w w ' 9--O w z 0 OF z 'WORKING TOWARD A SETTER ENVIRONNENTI rail -� _f e ' \ SEWER DISTRICT Certificate of Sewer Availability Property Address or Approximate Location: tar 3c1 By 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY OR O Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: .N. Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: IX Residential Single Family ❑ Residential Multi- Family ❑ Commercial 13 Other Applicants Name: ,3 Awes T3 R- k N 0N) Phone: -oro - 'D ' � - S 7 ov • S �vKw l�4 �1 ? 68 Legal Description(Attach Map and Legal Description if necessary): p t 1 1 N Ci L A o f 80861 N S V l Ew T t_ pccr AoJO 1T10N TO CZ \V ER- ToIJ A � Peg- 1 P-EcoR-DED D U � L( NE, u €_ fl O F S LAT S 6— C ovN1 - `l Part B: (To Be Completed by Sewer Agency) 1. c a. Sewer Service will be provided by side sewer connection only to an existing 2 size sewer d/1/ the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. l k a . The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: 451.SCD oo «-, r1/2- a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required ❑ May be Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the • -te of signature Title Iz000-ziis 6 L 41ECEIVED Date CITY OF TUKWILA JUL 2 6 2000 PERMIT CENTER w co • o w • 0 2 O I- Ili Z F- Z Hi p ' o o f ww r . z > ai = ` 17- ~' Z 0:6.83 MH20-2 0: 847." 13709 OT- /2 0%706 MH 20- 107-7 0.0/0 /3717 G07 .m /3742 /3745 MH 20-6 13903 /39/9 /37/5 1519' - 1.3727 L0T-13 /3739 13708 i3 7/6 • /3132 tor OT-4 /37/6 13723 /3727 LOT 0.8,25 6.4 tor 9 /58 MH 20-A STUB LOCATIONS STUB LOCATIONS South 139th Strecr ADDRESS LENGTH DEPTH maIoN snmi WalIONS 42nd Ave. S. ADDRESS LENcril DEvnl STATION 13601 13603 13603 13609 13703 13715 13723 13727 13739 13745 13909 13919 LOT-10 LOT-11 40.0 40.0 30.0 30 .0 6.0 18.0 12.0 14 .0 14.1) 14 .0 15 .0 16.0 23.0 6.0 8.0 4.0 5.0 5.0 9.0 9.0 7.0 8.5 5.5 8.0 8.0 7.0 12.0 7.0 2+02 2+58.2 0+36 1+35.5 0+84 1+58 2+34 3+10 0443 1+54 1+00 1+19 1+12.5 0+68 4120 LOT-1 LOT-2 1.0T-3 LOT-4 LOT-5 LOT-8 LoT-7 LOT-8 LOT-I4 MH 1+00 2+20 1+39 4+16 4+43 2+56 0+92 NH 4+7') /3703 324 W• 7gY VH-19 Yi5V 10‘ /7134 arG8 LENGTH DErru STATION 28.0 15.0 0+10 19.0 8.0 . 2+02 32.0 8.0 0+43.5 26.0 8.0 1+12 18.0 6.0 0+13 6.0. 8.0 (1+90 28.0 7.0 1+62 23.0': 5.0 . 0+90 21.0 6.0 1+52 32.0 6.0 1+06 28.0 8.0 1+81 29.0 6.0 1+53 30.0 7.0 1+80 26.0 7.0 2+97 27.0 7.', 2+43 10.0 T.5 0+75 RLO 7.5 1+99 13707 MN 9-, 11•11ErWl 2 zor-ll a. MN 9- 33 .1=MINI MEMO CNN= MH 13i .1•■■• =IMO ■■•■• a■M• GARAGE 44 CORRECTION LTR# _A_ q- treo -- 1 RflS have been reviewed by the Public :Darttrient or- Conformance with current Acceptanas fs subject to errors . do not 11AX:wire viot2ticr.. ideals or • Jacy Afto. thiS 're ice IS subject to field inspec.., ork$ utilities inspector. By: - D.zooe - ARK rests or revision this E:c_. revised c' RECEIVED on OF TUKWILA AUG 2 5 2000 PERMIT CENTER .SD 4 1.07 Ae0A Ari•t46a* Mc:KA riitzAhk1/ 2 72-clop • 72_0 • 5a 4/07 ,r7oK/"Isi'oe Cc?) (b) Cc) (d) C n sil,eg.c5c 1r, Al-t- an.1) is/51 IV/a 1741116 VEbETATe0 FLoa,FATAI Or Ar Z.EA7 =APEOX. -4,2g.4 7 CZ- E ACE: . ALL axpessr oIL /CZ 4 0 1-401..4ger) T/44 E. I War Wisia WOZIeZI7 • 77E E .PLAA1 - ES 10' (9 1.0 1aO O i3o.o fic"-rioN _ ./..or /1 1/V F31_0 4 op' ,ZooL3/1 11/rAl TRAcr APPI170a 10 g'A./1Z A PEA' PLAT A /11frt,Lvi-- /• I</g:; coviVT°1• Da000- GoAls-7Pcx.770A/ - `, • / -.7!* 1 • : U 1 )45 .44 1 : 14 - I 7 - 4 - 2711 S-5: MA/ 2c 1 1-. FISOSNVO W CITY OF TUKWILA 10 AUG 2 5 2000 t4 PERMIT CENTER -6 Design, : Inc. mends: PANTRY To Reorder Marie s 1 -8OO - - 16`x12' COPYRIGHT r;e Desigr:, Inc. i ("serves All I_ega. Right, To tvfhteriaf C This Sheet: - SuEj°c*_. To Crimiriai ftosecu • i Contractor Note - Ali dimensions Shall Be Checked And Verified Prior To Construction. Gra sr: 19',c11 '4" SEAT SEAT L -J ` T T \4N 1, RECEIVED CITY OF TUKVVILA JUL 2 6 2000 PERMIT CENTER ISESMCZQNE: ----- 3 aJIND SFED: &� UJtND EXFOSU: E 1 occUF4\1cY: R3/U L .- ! •,'o ; , 11 l '41 ,11 . c; I I.1 I I t 4 f #7 11 t if. 11 ( Ir t;" rt I i t1 r.57ArEP., , I /At tj 1 t•Th ; *Coat Note - Alt dlmetislott Shill De Checked And Verified 'Iot T Con6tructIon. NoTE, / A ' 0 eva _ I , L c, 40! \zS Rote 7- 9 CONTRACTOR TO CI-450K Ak.lt7. ' SOIL_ 41'471. SLor.5 cot-AttIoNS tc c ( IDESIGN 81-IALL t-4c1#:1Eb 0P CI-IAN6E DU To coktnITioNs (.1 SI rEll • • 75; 1 a 4 L A1111111 " 1:31,14,e? P3a..#27-Jr.v;2_ c/ .31411 • 1111 Lc, BE IMMININEW gsra.t-1.6, -re ow /t. e: -'- A ' 51 4:1 11 t 1 -.1f 4-4e - I x ts-12 I 6E14 rt 4"r. 6494 Ft .1-1_ 4L2r 1 1 44� E71 ic (2 ( 7" 4C) U Ni "Ail CP I■11 r Li. t i 14" CRAWL st'AcE To r poy1tDE C 9 oL c AHS, MIN. 10' CL. SOIL To rLCCR JoISI Nom: 1. ALL i_ooFa Joist tc kEt 2x1/71- r /- OR briER 16'oc. 2. E,IRI1!_ NOT to t.><CttE17 0' 7 To Reorder Hans T800-848 5421 Da000. GENERAL NOTES ANCHOR soLl" WASHERS SHALL BE 2‘x3, • ANCHOR e.a.. SHALL EXTEND am. MIN A.V. DL. OP 591GLE , ilLIOSILLS FOR WAS1-4ERS 4 NUTS ALL 1NTER1OR POST& SPACE SHALL HAVE POSITI'vE TOP 4 eon C.siNE4.7'..1 ALL POO PE OF FOLNDATION'SWALL E BACKFILLED LINO. • CRAM_ SPACE TO WAVE 13y.24 fri!N. CRAILL SPACE ACCESS • GRAIL SPACE4 CONCRETE SLAB BASEMENT TO HAVE 6 t BLACK vISCXIEEN VAPOR BARRaR • BOLDER/CONTRACTOR T vERFY RAIN DOOR FQ PR:OR To CONSTRUCTION • ANY FOLNDAT1ON OPEN1r4,5 tc BE NH'4. e' 4114Y FROM ANY I IC. MIN. CLEARANCE FROM E. TO jots/ TO BE IS 12 FOR BEM ir -;_.-", 5.7'.;-E:-.7 5-3,4 - ') kiL,;=-E-- *REF::: •Nif'•. ..... II Lvs -.C•31•■•=607.1. = N-E1?-2 --,, 1 ( 11) '475- RECEIVED CITY OF TUKWILA JUL 2 6 2000 PERMIT CENTER COPYRIGHT () )?95 C bI al to fl 0 0 ' 2 ES I ruir t I ,••,111 rioht fJ•it 1n1 hi ., 1•••• , t f • r.rc¶1 4111 E -0 •otrtract Hote Ali dirsierr5toito Sit Oe Checked Arrcl YerlfIcri h !or F I I (A 5 444 Pi•-rti 0 - LV) (1 e r rre otalre-- "f Vg9 Lttijcluil gotage Z _ o o Da()oo rv,„ 1 NI r LA:DC) Ft L_ lo corder hoft6 /300-1 GENERAL NOTE • ALL 44EAL'E TG 5E: SKS cf.P•2 (2)(6 STUD WALLS) .(UN.O..) .1 P2 (2x4 STUD WALLS) 0..;.N.0 • ALL EX TE.OR 4 GARAGE LOAM'? WAL La TO EE (uktoi • c.:ONTRACT:.7IR OHECK. ANV , fERIFY ALL Ditle PRIOR CON5TP-LICTI:...7•N. • SEE SHEETS 5-1 1s4ROUSI4 5-4 FOR CONWPRIXT ION AND I•4AIL. SPECIFICATIONS. • GUTTERS 4 00.1,N SPOUTS TO SE PROVIDED AS REQ. e'r COE • ALL EOLTS 11U EXTEND 3/4 ' Mft•4. AeovE ooUL.- OR MIX) SILLS FOR WAS-4 ERS AND NUTS. • EXTERIOR DOORS T MAN/F. S' MAX. STEP WITH MK. 36 DEEP LAND !NG PER C. 1012>3 • PROVIDE FIRE STOPS ALL. CONCEALED Ft4FT OPI- FE R SEC. IOW U.E.C. • ALL 5 ENCLOSURE DR. TO OPEN OUT. a NOT St_ [DING, TO EE SAFETY GLASS. • PROYIDE bx POST 6' C'aNC. cup 33 TO PROTECT I-CT WATER 14EATER FURNACE FROYI vEI4ICLES. • 46• MIN. LAP SPL ICE DEL TOP r.LATE e.sc. 2320.11.2_ Lk/N Aki4EA ).45 H411-1 tr-LOC: )075 61ci'L.11— Urrt Itoct,R, <-1 1 4- 5 ,----r L.-11,1 K_oc)0.1 rot / le31 .(_k*, 4, co.Adz, ! C14 RECEIVED OF TUKWILA JUL 2 6 2000 PERMIT CENTER 6 he co k 10 1 c cbTL • - • ft‘ r"tn,f',',.071,1t1 I I I 'Contractor lot' - Al! dithetislotis Shall f3e Checked Arid Ver rrior I o Coristructloti. I I _ L,g 7- ct5 rawri 9 ieet 4 214 Li r rrtiNtiviitA c 1 14" _L. NotES: D000 r0 Reorder Min 1-800 34P 542 Loo Joit to ESEI 10;Z 16'6.8_ Oki fz s fEig uNtLF_Se kiCTED oti4EiRiD14,t- 2 SOLID SLOCK0 NOT TO ><(::EED 3_ ALL ESEAI r 4E3OvE PLATE TO 41/E RECEIVED CITY OF TUKWILA JUL 2 6 2000 PERMIT CENTER COrr'R;GHT 6 / CbZ Vii•'.; .. +�rE9?:�`aa.Yr�r �.. � v::. � � •, .. .. Cron l.,te` Lott, k!IC. F;e 5(tr eg All Legal Klglif:C to f`iak:erf< I Ora IliFa- cThrrt f t'f Tr i'r niccution. 1=0 LAAA 1/ -" Contractor Note - All dIttiell5loits Shall D Checked Ati Yerlfled ['riot- 10 CotietrUctlon. • SMOKE DETECTOR € f t>~ tt3 hki e L.Ee7 kl ALL 1-1 , L :_1 � ., Ld t4 DETEcto+a4 cti4t$d L ccdtl`t i oN ALL FLootes. 1--1ot lkli t] 11 - 1 - 1 tIJItl -t b4rr>✓key brick -UFO AL NOTE TO 1 CA WALLE)(1114,O) 4 STUD WALLS) (U N.10) EXTE 4 4ARACae WARM A LL5 70 ESE. 2x6 STUDS. (UNA) • 4ONTR4CToR SHALL Cr At VERIPr ALL DIMENSION'S PRIOR TO CONSTRUO7ION, • SEE SWEETS 8-1 ,:IAf h1 5-4 F erAticTI .4 AND NAI I! . SPEC`: IC TTONS. • GUTTERS « CtL 4 aitt .0 P OViDE CODE. • ALL BOLTS 5 MUST EXTEND 314' M. ABOVE DoueLE &I GLE 1-VC SILLS F R U)AS:4ERS AND ! .ITS • EXTERIOR ; O TO s,." 3` MAX. STEP WITIA MIN. 36' DEEP LANDING FER SEC 1003_316 t1.sC. • OVIDE =!f STOPS ALL CONCEALED DRAFT OPENING-4 PER SEC. 108. . • ALL 5I4GUER DR TO OPEN OUT, IF NOT SLC TO 5E SA- T ' • PROViDE 6x POST OR 6' CONC... 1.1 s TO r- mo i CT HOT I DA"J r«¢ HEATER 4 FURNACE r Z.41"1 VENkkLES. • 4€3• MIN. LAP ICE e PL. 7014' PLATE SECTION 2320.11.2. DOOO-5 -A RSPrtLO kl I RECEIVED CITY OF TUKWILA JUL 2 6 2000 f PERMIT CENTER To keorder Marie 1- 8Q0 -84F3 -5121 � 1= ; 1 Coi kiGNt 6 l %mss 0 4a U v 0 0 L 0 5 4• ' =4 'r:18oC"' s r.Srgofrr FAN u.k_G• *:o`er ,,AN 0 as '1 -2 ,sa (acctis. orz& O S&~ (3 I mme ©morns) ; (4 izre&OCRtB} ., —,– . C3 ecIrccasaii 1. JAL= .;t"s .i .- z s.t4 a r 2.4 fl' '1 t . m . E J4.6'f2 - 2 .dig Vii•'.; .. +�rE9?:�`aa.Yr�r �.. � v::. � � •, .. .. Cron l.,te` Lott, k!IC. F;e 5(tr eg All Legal Klglif:C to f`iak:erf< I Ora IliFa- cThrrt f t'f Tr i'r niccution. 1=0 LAAA 1/ -" Contractor Note - All dIttiell5loits Shall D Checked Ati Yerlfled ['riot- 10 CotietrUctlon. • SMOKE DETECTOR € f t>~ tt3 hki e L.Ee7 kl ALL 1-1 , L :_1 � ., Ld t4 DETEcto+a4 cti4t$d L ccdtl`t i oN ALL FLootes. 1--1ot lkli t] 11 - 1 - 1 tIJItl -t b4rr>✓key brick -UFO AL NOTE TO 1 CA WALLE)(1114,O) 4 STUD WALLS) (U N.10) EXTE 4 4ARACae WARM A LL5 70 ESE. 2x6 STUDS. (UNA) • 4ONTR4CToR SHALL Cr At VERIPr ALL DIMENSION'S PRIOR TO CONSTRUO7ION, • SEE SWEETS 8-1 ,:IAf h1 5-4 F erAticTI .4 AND NAI I! . SPEC`: IC TTONS. • GUTTERS « CtL 4 aitt .0 P OViDE CODE. • ALL BOLTS 5 MUST EXTEND 314' M. ABOVE DoueLE &I GLE 1-VC SILLS F R U)AS:4ERS AND ! .ITS • EXTERIOR ; O TO s,." 3` MAX. STEP WITIA MIN. 36' DEEP LANDING FER SEC 1003_316 t1.sC. • OVIDE =!f STOPS ALL CONCEALED DRAFT OPENING-4 PER SEC. 108. . • ALL 5I4GUER DR TO OPEN OUT, IF NOT SLC TO 5E SA- T ' • PROViDE 6x POST OR 6' CONC... 1.1 s TO r- mo i CT HOT I DA"J r«¢ HEATER 4 FURNACE r Z.41"1 VENkkLES. • 4€3• MIN. LAP ICE e PL. 7014' PLATE SECTION 2320.11.2. DOOO-5 -A RSPrtLO kl I RECEIVED CITY OF TUKWILA JUL 2 6 2000 f PERMIT CENTER To keorder Marie 1- 8Q0 -84F3 -5121 � 1= ; 1 Coi kiGNt 6 l %mss 0 4a U v 0 0 L 0 5 4• ' Feoor NOTES: H4rL S44k. Ov?.FRO41 AS kicrrt..1, r4s.c1A, / ,s cat5Ae_ PI P 1 hIc P., Ail I tr.? t, tit et 11 2)-/g c2 - 24- ta40 .641'Zit:7 OZ 5c* /c. me 6 )F1 I F euEirct- 'Cotitrgctor Viote - AU dImensIotts Shall 13e Checked And Verified t'rk o Corit.roctiort. /- Vey,' T ( 0 F-IEL f rir L 1 Lii.TT, 4 ti Pt 11 11A4-1:1T-r PLAtt4 - I/4" _ r- M.L.1.6ses c2 e4 " o c () zirr--AP Pmz 4 iftgd,P 1-1012, 4-(176 viAkAizolaki /16,e1ro /44P1 050 //4..twife1/4/ provtcy.' �O4 „ c vij1 e .7ptte fitg. .3944ws (qi.f.'46 x4it, vo4 04#0044. teg# 0./ 4' rva \/(&J1 Ii5 get, g;A) = i2e,pds. P535 .'/!J jrrrr, (,) G g-4- ' :: D kJrL '-T 4 41 - -1 c; r1 To Reorder Mans 1-800-848-5421 - WLF - 5 - 6 HOTE 51-1,A1 L ttA:1-i0 1115tALLtb k4f.A.ctb to” 4ftcs. El& Not • b Lb ALthset, tVtftloUt Io UILbit•td bt Afr.HovA_ UAJL &v oteic.41 phiAlLs I b-oAitf a titt fr-th thLb ALL KtAide 1 1-I84btRS to iz3t 1,x13 o rilt14 Uk tnLock4 0 stirst-c*?: : 61At- ArP5ks ovtm NOTE: REFER TO S-ISET 5-34 FOR Niit JcE ao 00 a4 RECENED CITY OF TUKWILA JUL 2 6 2000 PERMIT CENTER 0 a u tr) 0 cOriTIGHT 1 cl ¶5 C $ -€J16-1,4--,.- 4 _10D12-0/1•1 4 ---- 1-1A,LL ----- - —, 1 ,12 1 /At-ip-_--tirr) ts&zt 1 I ( ) 4 --- ----- 1 21 • III rfMIAM _ _j, i,tc, , " ,-, rt tr MI Pcp'li ri Lint, ! t tt' 12 tt - -tcpr c rit 1'1- rP— _LI. t it ri A,. o rfli rt-, 11. MFG: TRUSS & RAFTER DETAIL 1-1/2" 11-kv 4) lie () LF? rl-C? ej-11 11 11:.1;i1 - --r r 5 1 1:1-fl 1 -- 1 - 1 - / 1 "Cottli-nch.-n- Atl clirtirt1.51ottes Flint! 1 .Y. Checked Awl Vrt Iftrci h lot- 16 t 1 1;1 r - r L;Ar ( Ay tiIL ttl ki (:1 =._ jtir NOTE, C t--I ( I -319 r th" thVs t-ir 1-14,1L FAci I ki40-)10,1 LA1I 7 - 17".frrtfzs e c,c , i e (3/te REFER TO FRAMING PLANS 4 S4EET5 51 THRU 54 FOR TYPICAL CONSTRUCTION AND DETAILS. WEAT:-IER PROTECTION UNDER ROOF MATERIAL 4 EXTERIOR SIDING AS PER SEC. 1402 TYPICAL INSULATIoN (UNLESS OTHERWISE NOTED) CEILING ELECTRIC - R - 3 c4S - R - 30 WARM WALLS R - Ve (2x4 WALLS R-13) FLOORS : ELECTRIC - R - 0 GAS - R le -1 jrII4 irctI L$c r r in A BuLDINGsEcTioN1i4H Daopo Dstute5 L 0 RECEIVED CITY OF TUKWILA JUL 2 6 2000 PERMIT CENTER tor mid / c CRANE 1DE$1 MIN. 1/16' A.P.A. RATED 514EATHING 166 R 12' O.C. - -- -- _ Imd • 6' OC. MAX. Sci • 6' O.C. EACH ._ (3 ROWS) 4' PEF`F, DRN. TILE - SET IN GRAv'EL C:RADE IF STEM t FG: - -- NOT MONOLI Tt-41C USE (vERT.) REBAR • 16' Or . HANDRAILS CLG. 1 NOTE 4 2 cct j /K( PLATE -__ FLOOR JOIST STAI SECTION .CONTRACTOR NOTE, Aft Omens ono Shoff B• mad. And verified Prior To Construction. erven Aii Leg& Rights to i test, On this eFmet - _ytxje,^t tc Cr;mtr,e,t e�r:a,c•._.uci<�+ RIM JOIST - 3, 110 PL SHT. OR CSB R -19 BAT t INS. , -FLOOR JOIST PER PLAN OPENINGS BETWEEN ISE LESS THAN 4'. OPENINGS F T G R 4 D,d GU 1L 7HAN 6'. 9' t DiA. x 1 0' AB. Wi 3/16' X 2' X 2' WASHER e 6' -0' MAX. O.C.t BOLT SHALL BE NOT LESS THAN 1 BOLT .- DIAMETERS (3 -1/2') FROM GONER 4 NOT MORE THAN ';2' FROM TI-4E ENDS OF EACH INDIvIDUAL FOUNDATION SILL PLATE ' tt 1' EMBEDMENT 2x6' P.T. M'JD SILL - •4 CONT. REBAR FOR EA. 12' OF STEMLJALL 6 MIL. VISG UEEN v =FOR EARRIER(BL -ACK.- 12' CLEAR BEAM TO EART1-4 18' CLEAR BOTTOM OF JOIST To EARTH 2 - •4 CONT REBAR ONE STO '1' FOUNDATION I. HANDRAILS SHOULD NOT PROJECT MORE THAN 3 1/2' INTO THE REQUIRED STAIR WIDTH 4;31 -1OULD HAVE A SPACE OF NOT LESS THAN 11/2' BETWEEN THE WALL 4 TI-4E '1- 4 AND RAIL. 2. THE HANDGRIP PORTION OF HANDRAILS SHOULD NOT BE LESS THAN 1 1/4' OR MORE THAN 2' IN CR055 SECTIONAL DIMENSION. 3. HANDRAILS SHOULD HAVE THIER ENDS RETURNED OR SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. Ff RE eLOCK #NC L PROVIDE FIRE BLOCKING IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOE' 4 BOTTOM OF THE RUN BETWEEN 5 T UD5- ALONG 4 IN LINE WITH THE RUN OF THE STAIRS IF THE WALL UNDER THE STAIRS 15 UNFINISHED. iLiNG5 SHALL TRIANray AR 87 THE RISER, ELEMENT OF A AIR SHALL SE LESS 2x12 STRINGERS NOT TO EXCEED 24' OC. 5 /8.' TY'PE °X' G.WB. OR (2) LAYERS 5/8' TYPE 'X' G.WB. IF STRINGER SPACING 19 MORE THAN 16' c".. (TAPE 4 FINISH) CLOSET OR STORAGE BELOW STAIR - - -� 2x6 STUDS s 16' O.C. '633.8'0.0 10d e 4' OG. - -� Bd C.C. MAX 11.44ERE BRICK VEN. - PROVIDE 5' LIP 6' UNDER JOIST CsRADE •4 CONT. REL94 • 16' OC. (vE FLOOR LINE MAN FLOOR LINE - 'sr x Q t z ---- - FLOOR JOIST --DBL. JOIST LEDGER I 16 ' RIM JOIST -- 3/4' T40 PLY. 3I-4T. OR O_SB. - R -I9 INS. _ -FLOOR JOIST PER PLAN 1) .. •4 CON ?. REBAR FOR EA. 12' OF STEM WALL ,_ 6 MIL. VISQJEEN VAPOR BARRIER et AcK MIN. TY TWO STORY FOUNDATION 6 2 - D14 tt{s L 'C- Nt 5/8' DIA. x 10' A.B. W/ 3116' X 2' X 2' tWASM -LEER • 4' - r' MAx. 4 BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (4-3/8') FROM CORNER 4 NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN_ 1' EMBEDMENT -.. 2x13' P. T. i JP9tLL -...2 - •4 CONT- IF3AP_ ATTIC INSULATION R -38 ELEC. RESIST. R -30 GAS (THERMAX INSUL W/ EQUIV. R -VALUE TO BE USED tN ATTICS 1UB4ERtc CLEAR4NCE NOT AVAIL. FOR BATT.) 1/2' &J. (TYP.) MIN. 23/32' T1G AIN - ,- DERLAYI NT, UN.O. - GLUE 4 NAILING (10D • 6' o_C. EDGES 4 BLOCKING, 10' 0.C. FIELD - TYP.) ID. 32/16 R -19 SATT INS. W/ vB. `- FLOOR JOIST PER PLAN 1 y-F, WALL SECTION -( L J To Reordw Mane 1 NOTES: 200434411 421 3' MTL GUTTER t O A. PER PLAN- DBL. TOP PLATE HEADER - PER PLAN WINDOW - PER PLAN - - - *4 vF_RT. REBAR • 36' o.:. (2)- •4 CONT. REBAR GARACIE FOUNDATION ATTIC VENTILAT10 4 vise OR tr300 OF 3PACE - SEE PLANS FOR R00F1P 9 CONST. SEE FRAMING PLAN 4 ELEVATION W/ N t 1/16' A' A RATED SI rEAT14NG L NO Rif S' -P PAIL LENGTH PLACED PEW- To DIRECTION OF FRAMING AND ALTERNATE. PANEL 44r, J0iNTS BY HALF PANEL LENGTH NAILED Sat • 6'a PERIMETER 4 ALL SUPPORTED PANEL EDGES 12'0,c_ *FIELD TYPICAL It40 ID/ 30° FELT ABOVE - TYPICAL 1.2'10 FOAM AIR BAFFEL I' SPACE TO EXTEND MIL t2' ABOVE INSULATION. SIMP' 1-425 HURRICANE TIES • 2' -0' ot. OR H1 • 4' -0'0c_ TYP. UN0 2x BIRD BLOCKS W/ SCREEN TOE NAIL 1.1)1 (2) 16d EA. END TO TRUSS OR RAFTER TYP. PROVIDE CG4T. R.7W OF ROOF 544EATIIINC NAILING o 6'o.c. MAX. Ix8 R.S. CEDAR FASCIA W/ CONT. DOOR F! NTS WITH NOT LESS THAN (2) 5/8 x 10' AB. PLATES • 51-EAR ' WALL OVER 2' WIDE -- 2x4 STUDS- e 16' O.G. / 2x4' P.T_ MUDSILL W/ I/2' DIA. x 1111' AB. W/ 3/16' x 2' X 2' UJASHER s 6`-0' oa, t BOLT SHALL €3E NOT LESS THAN 1 BOLT DIAMETER; (3 -1/2') FROM CORNER • NO MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, 4 MINI. 1' EtM'SEDMENT (I) - 0 4 CONT. FOR EA. 12' OF WALL — 4' CONC. SLAB OVER 4' GRAVEL =ILL W/ 6x6 W21 x 11)2.1 W1t1M. IN SLAB. . — EXT. LfJ_R WALLS - 2.6 STUDS • 16'o. OVER R -19 GATT INSUL 11)/ VAPOR BARRIER t1)/ MIN_ 1/16' APA RATED SHEATHING (SEE PLAN FOR NAILING 4 SIDING) INSTALL BUILDING PAPER OR FELT BETUEEN 4 WALL SHEATHING TYPICAL_ ALL EXTERIOR WALLS 2x BOTTOM PLATE 2x RIM JOIST P.T. 2x SILL PLATE SEE 1/91 FOR TYPICAL FOUNDATION NOTES 1 ALL EXTERIOR WALLS TO BE CONSTRJCI1 I) N ACCORDANCE I1)/ TFNE MIN. PROVtSIONB PER 2320 LOC UNO ON TI-1E PLANS 4 AS SPECIFIED FURft -ER ON SHEET S3. 2. INTERIOR WALLS TO I5E 2x4 CONSTRUCTION TYPICAL EXCEPT • PL1 1BIN6 4 GARAGE SEPARATION STEM WALL GRADE FINN -4 cw' GRADE-\ . W Zi 4 1E I POSITIVE I, CONNECTION Zi r. L= , ASEMENT S Ave 4SEMENT SLATE,' - VERT. 9 16'a.c. W/ ALT. 1400K5 - - -2 •4 CONT. MBAR N 4' gyl 16 ' I "90 FELT TYPE POST BASE P7 2X6' PLATE UR 5f9' DIA. ANCW0R 30LTS (3 /t6' x 2' X 2' WASHER) t 50LT SI•IALL EE NOT LESS THAN 1 BOLT / DIAMETERS (4-3/8') FROM CORNER AND NOT MORE THAN 12' FR01 THE ENDS OF EAO14 INDIVIDUAL FOL '4PAT1ON SILL PLATE, MIN. -1' EMBEDMENT 4' CONC. SLAB OVER 4' COMPAG?ED FILL W/ -6x6 - W2.1 x UJ .1 W,W3I. 3N SLAB \ - -2' RIGID INSULATION (R -10) 24' MN. (EXTRUDED POLYSTYRENE) `- — (3) •4 REBAR - HORIZONTAL -- •4 REBAR —(2) - •4 REBAR CONTINUOUS 2x6' P.T. MUDS W/ 5 /8' DIA • 4' -0' O.C. 1.111 3x36' X 2' X 2' / WASHER) 4 BOLT St -TALL, ee NOT f LESS THAN 1 BOLT DIAMETERS / (4 -3/8') FROM CORNER AND NOT MOIW THAN 12' FROM THE OF EACH INDIVIDUAL FOLNDATIGN'SILL PLATE MIN. 1' EMBEDMENT (1) •4 CONT. FOR EA044 12' OF WALL THERMAL BREAK 4' CONC. SLAB OvER 4' .GRAVEL FILL W/ 6x6 - W2.1 x 02.11.1111.1.M. IN SLAB -R -:0 RIGID INS. a PERIMETER t3ATT tNSULAT10N - OR 3NSUL. PER SUBMITTAL. -SUPPORT BEAM PER PLAN USE ST22 F4ORIZ. • BM, TO BM. SPICE: • 2x4s' CLEAT (EA. -SIDE) OR SIMPSQN MIL TIE (PC T' E) 4xb' SUPPORT MIN PRESSURE.. TREATED OR ELEVATED 8' AE3V. EARTH CONE. PIER -PER PLAN CITY OF TUKWILA JUL 26 2000 PERMIT CENTER re5r Rmearv,-x AI, 1_c f R hta To r L CONTINUOUS HEADER OR 516236 • JOINT (14DR AS PER PLAN) COLUMN CAP • F1JLLICON HEADER COt4NECTION SEE PLAN FOR SIZE -- (2) 2x6 ST6236 11E STRAPS -- CENTER ON JOINTS NAIL FULL 2x6 STUDS • 16' OC A35 C IF'S • BASE-- --- TYPICAL RIM OR FOUNDATION DETAIL UA" •coNTRACTOR NOTE: Ail Dimeretorw 9hatl MIN. l /!h' APA RA EG S1.4EAT1 -1.Nn NAILED 8d • d'o.e (EDGES) 4 a• oc_(FIELD) ALL EDGES BLOCKED UN,O 2x6 SOLE PLATE NAILED -- I6d • 4' oc. STAGGERED for ai C. TH. '_J .,mot - To c 'i a �'TOennGJkiU+ f 15' (MAY VARY - SEE PLANS) _J 8. checked Aril! Verified Prior To Conetructi,n. - -^ilN. /16' APA RATED SHEATHING UJ't_O. Wi TT VEK, 30' FELT OR SIM. APPROVED VAPOR BARRIER OVER 2x6 STUD WALL SOLE PLATE NAILED W/ I6d • S' Or'. - STAGGERED. PROVIDE BLOCKING • RIM JOIST R! M 1 FLOOR JOISTS AS PER PLAN PL7. SPLICE SI4OJLD BREAK ON COMMON MEMBER FOUNDATION / RETAINING WALL (IS' TO 4' -0' NIGH W/ PONY WALL) Ed • 4' O.G. e SOLE PLATE, RIM JOIST TOP PLATE -- -DBL TOP PLATES 2x6 STUD WALL - - -- BAIT INSULATION (TYP.' -- 5/8' x10 AB. • 36' G.G. W/ 3/16' x 2' x 2' WASI -4ER (BOLT 5I -IALL BE NOT LESS THAN 1 BOLT DIAMETERS (4 -3 /B') FROM CORNER, AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE -- 2x6 FT. DF. MUDStLL 8d • a' cc. aRA.' •d RESAR CONT. I- !OR!Z. • 12'o.c. •4 VERT. • !6'oc 2x6 FIRRED WALL OR 2 X 4' STUDS W/ 2' AIR GAP BETWEEN STUDS 1 CONC. R -19 !NE•rLL 4' CONC. SLAB W/ 6x6 W2! x I112.1 WJJM ON 4' GRAVEL FILL. THERMAL BREAK R -10 RIGID INSULATION 2 - '4 DIA CONT, 3' UP - 3' IN NOTE: SOIL BACKFILL ON EXTERIOR-SHALL NOT EXCEED A HEIGHT GREATER THAN B f 'c 30' AV. TOP or SLAB AT INTERIOR FLOOR ELEV. UNLESS ENGINEERED WALL DETAILS PROVIDED. CRIPPLES NAILED SNUG UP TO POST lU/ !6d • 4' o.c GARACsE DOOR CONTINUOUS' FOOTING DRAIN — DRIVEWAY PER — 1 CONTRACTOR 2 '4 CONT. REBAR GLADE 3EA1"f AT GARAGE 5/8' PIA. x 10' --� BOLT • 36' OC. W/ 2x4 PT. MUDStLL NON-SEARING 5I -4EAr' WALL FTG. ( 5/8' DIA. x10' A$. • 48' O.C. - 3 STORY (WHERE PLY11100D USE 5/8' DIA x 10' BOLT • 32' O.C_ W/ 2x4 P.T. MUDSILL) 15' INTERIOR BEARING WALL ON SLAB To RuoreT r P 1 TOP CF STEM' WALL BE Y O 7 / l 4' CONC. SLAB ON 4' COMPACTED FILL THICKENED EG SLOPE 3' •4¢16° CONTINUOUS FOOTING PER PLAN 12' _I ' ` ! - •d DIA CONT. 3' lam' --2x6 5TUD5 . 16' O.G_ • 3 STORY. 2x4 • 1 4 2 STORY —d' Cast'. &LAE3 OVER 4' / GRAVEL FILL We 6X6 - Ut2.I x (Ui.1 WWI IN SLAB 1- - -6 MIL. YISGTF EEN UJ/ f' SAND O'vER • Llv1t. AREAS sisevD)648 -8421 2 *4 DtA_ 3' UP 4 2 OR 3' DO0.41 TOP PLATES HEADER - -- ---- PER PLAN VZ' * BOLT T,-RU LEDGER AND INTO HEADER • 3' !N FRc*i EACH END SUPPORT WALL 4 - VENEER BEYOND OPENING TYP, HEADER OPENING 6 ENTRY 2x6' STUDS NOT TO EXCEED 24'' 2x4' STUDS NOT TO EXCEED 16' O.G. 6 MINIMUM — - -- - -- DOOR OR WINDOU ` -- OPENING (2) -'4 VERT. TIED W/ '2 TIES • 8'0,4. U!/ ALTERNATE: HOOKS SOLID GROUTED coRE 4' F3Fetcx VENEER \ x 8' x 2' BRICK ___. ) A. U. TIES IN BED JOINTS + ACERp83 GORE • MAX. SPACING OF I PER 12' OF DIMENSION IN EACH DIRECTION 4 12'oc. VERTICAL. TYP. BRICK COLUMN AT ENTRY WALL TIES SHALL BE CORROSION RESISTANT, AND tI MAC OF SHEET METAL, SHALL HAVE A ring. • THicQ 5 G X 30 1N, - (N0, 22 GALVANIZED SH -IEET. GAGE ) $'r 3/4' OR F flF 1111RE, SHALL HAVE A MIN. DIA OF 0J4& IN. (140 sia GAGE). WALL TIES SHALL BE SPACED SO A5 TO SUPPORT NOT MORE THAN :2 5(a. F. ri.cr WALL AREA OUT SHALL LL NOT E3E MORE THAN 24" ON CENTER I-IORIZ. WALL TIES SHALL HAVE A LP OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE. RAYING A DIA OF 0.145 IN. (NO.9 BO. GAGE) OR EQUIV. THE JOINT REINFORCEMENT SHALL BE COW. WITH ElUTT SPLICES BETWEEN TIES PER1ITTtED. APPROVED PAPER SHALL BE APPLIED OVER TI-E SHEATHING. AIR SPACE OF AT LEAST !' SHALL BE MAINTAINED BETWEEN THE SACKING AND THE VENEER SPOT BEDDING AT ALL TIES SHALL BE OE CEMENT MORTAR 6' OR 8' - SEE PLANS DOOO WOOD JOIST SYSTEM CRAM, SPACE --'' OR E,': AOEMENT SECTION i STEEL LEDER - L 6' x 3 I/2' x 5/16' A36 EXTEND 6' BEYOND OPENING TO SEAR ON VENEER 4 10' CONC. STEM WALL, FOR 6' -0' OR LESS SPANS CAN U5E= L 5`x 3 I/2' x1/4' 3" MN. 17 TO // 9" BRICK VENEER - ELEVATION 'ABU SEAL !WITF! TRIM OR CAULK PLASHING - STEEL LEDGER TO REST ON BRICK 1N MORTAR JOINT r -3/13' DIA. . tt:EEEP HOLES' 2' (t215) OTC: 5' MIN. 3' MIN. — P.T. 6x6 POST W/ METAL TIES TO MASONRY' • 12'a.c_ VERTICAL. -4 RECEIVED CITY OF TUKWILA JUL 2 6 2000 PERMIT CENTER 1 CRANE ,DESIGN, 66. Rm.-vet All Legal Rights To Matar■at A, This het - SoOiect 10 C iI Flonerutto. ' NOtE: 4U Dtme etaro SWIM" Cho Gkocl And Vmr■FFed Fr' To Con °trxYton. GENERAL NOTES: i - GRAS SPACE VENTILATION, MR4tMS1 NET AREA { SCE FT. FOR EACH 150 Sa FT. OF FLOOR AREA. OPENW4GS TO BE PLACED AS CLOSE TO COI RS AS PRACTI CAL. (MN 8' AWAY FROM .DIY NoLD DO"- 4t--1.' AND SHALL PROVIDE CROSS VENTILATION ON AT LEAST TWO JPPOSITE SIDES_ :' CRAWL SPACE, UNOBSTRUCTED ACCESS. TEN. 18'x24'. 3 ATTIC VENTILATIG 4. 1/150 OF ATTIC AREA OR I/300 F t/2 IS N SOFFIT AND 112 IS 3' ABOVE PLATE LINE. 4 ATTIC ACCESS MIN. 22'x30' WITH MIN. 30' HEADROOM, UNOBSTRUCTED, READILY ACCESSIBLE OPENING. 5. IN ROOMS NOT PROVIDED WITH AN OPERABLE UANDG') OF I5 SOFT. OR GREATER, 4 MECHANICAL VENTILATION SYSTEM, CAPABLE OF F tOVIDING 9 AIR C?- IIANO FER POUR, SHALL BE PROVIDED k,. VENT DRYER, BATH FANS, AND RANGES /OVENS TO THE OUTSIDE. 1 GARAGE AND HOUSE OCCUPANCY SEPARATION MIN. 1 HR TAPED AND FNISIED GARAGE AND BASEMENT SUPPORTS TO BE ! HR (SW TYPE 'X' OR EQUAL) S. TILE FOR SHOWER SHALL BE 6' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKING_ 9. ALL WATER CLOSETS TO WAVE 30' MIN CLEARANCE SIDE TO SIDE, 24' Mai. CLEARANCE a FRONT. 10 . EGRESS IN EVER" SLEEPING ROOM SHALL WAVE A MINIMU'? NET CLEAR OPENING:. OF 5.1 SQ FT. THE MN. NET CLEAR OPENING Hi=1GI4T DIMENSION SHALL BE 24' MIN, NET CLEAR OPENING WIDTH DIMENSION OF 20'. BOTTOM OF OPENING SHALL NOT BE MORE THAN 44' ABOVE FLOOR. II. FIREPLACE CODE MANGE PER UDC, CHAPTER 31 -E3 AND LOCAL BUILDING DEPT. ALSO REBAR AS PER SEC. 3102. 12. HEARTH EXTENSIONS - HEARTH SHALL EXTEND AT LEAST 16' FROM THE FRONT OF, AND AT LEAST 8' BEYOND, EACH SIDE OF THE FIRE PLACE OPENING. WHERE THE FIREPLACE OPENING IS 6 5Q FT OR LARGER. THE HEARTH EXTENSION SHALL EXTE'V AT LEAST 20` IN FREONT OF, AMC' AT LEAST 12' BEYOND, EACH SIDE OF THE FIREPLACE OPENING. CONC. OR MASONRY MUST NOT BE SUPPORTED ON WOOD FRAMING !3. APPLICATION AND INSTALLATION OF INSULATION AND VAPOR BARRIERS SHALL CO TIELY" tBTH TI-E 1 STATE OF WASHINGTON ENERGY CODE. Id GLAZING 1N COMPLIANCE WITH SEC. 2406, UBC STANDARD P40. 24 -2 AND WASHINGTON STATE SAFETY GLASS LAW. EXCEPTIONS ARE AS OUTLINED N SEC. 2406, UBC. B GLAZING IN LOCATION ;UBJECT TO 1-U14 4 IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN 24` ON EITHER SIDE OF A DOOR OPENING, GLAZING CLOSET? THAN .IS' TO A FLOOR', SHOWER DOORS, AND TUB ENCLOSURES SHALL BE EITHER TEMIPERED GLASS, LAi11 4TEP SAFETY GLASS, SHATTER RESISTANT PLASTIC OR WIRE REINFORCED GLASS FOR SKYLIGHT. 16. SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS. T1. SHOWER ENCLOSURES SHALL, BE APPROvED WIRE REfPFORCED, TEMPERED CR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC M. GLAZING WITHIN' 18' cF FLOOR OR LESS TO BE SAFETY GLASS_ 19, ALL EXTERIOR WALL GLAZING SHALL BE DoteLE GLAZED AND COMPLY WITH THE 1931 WASHINGTON STATE ENERGY CODE. 20. TREATED WOOD / UEATI4ER PER UBC SEC. 2306. 21. THIS OFFICE ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL CI4ARACTERISTIOS OF THE SOIL, NOR DOES T1416 OFFICE VERIFY THE ACC LIRACT OF TIC ENGINEERING DATA SUPPLIED BY OTHERS WHERE SOIL APPEARS TO BE OF POOR QUALITY, A- °SOH.. ENG, REPORT SHOULD HE SUPPLIED BY CLIENT. CRAIG DESIGN` WAS TAKEN EVERT EFFORT TO ENSURE THE ACCERACY OE TIDE ATTACHED DRAWINGS, HOWEVER IT IS THE RESPONSIBILITY OF T1 E CONTRACTOR TO CHECK AJJD VERIFY ALL DIMENSIONS AND CONDITIONS :PRIOR TO'CONSTRUCTION 22. THE ATTACHED PLANS ARE TI-E PROPERTY OF CRANE DESIGN: INC. ANY REPRODUCTION OF THESE MANS WILL VIOLATE COPYRIGHT LAMS THE HOL DER OF T1-ESE DRAWINGS MUST PAY A FEE FOR THE USE OF THE MATERIAL TWEREIN OR BE SUBJECT TO LEGAL ACTION BY CRANE DESIGN INC ENERGY NOTES: ENERGY NOTES PER 1991 WASHNGTON STATE ENERGY CODE: PROVIDE AND MINIMUM ADDED INSULATION LEVEL OF R -38 CEILINGS WITH ELECTRIC !'DESISTANCE HEAT R -30 CEILINGS WITH GAS HEAT R -30 VAULTED CEILINGS R -19 WALLS (R -19 WWI/ 2X4 CONSTRUCTION. R-1S FLOORS OVER UNI -FATED SPACES R -10 AT SLAB PERFI1ETER, E4STALLEDi HORIZONTALLY 24' UNDER SLAB, IUHETI CONCRETE FLOORS ARE WITHIN 12' OF GRADE ALL GLAZING SHALL BE DUAL "GLAZING AND Q. FT. OF GLAZING SHALL NOT EXCEED 21% OF GROSS FLOOR AREA ROR GAS 4 HEAT PUMP - BE FOR ELECTRIC RESISTANCE. ALL OPENINGS AND JOtNTE IN EXTERIOR WALLS SHALL BE SEALED, CAULKED OR WEATHER STRIPPED AT LIMIT AIR LEAKAGE. AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF, iN ENCLOSED RAFTER SPACES, FOREEED WHERE CEILINGS- ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, ALSO IN EXTERIOR WALLS. INSTALLED .6 MIL BLACK VISQUEEN GROUND COVER LAPPED T -O' AT JOINTS ANC, ExTENDED UP TO FOUNDATION WALL (REQUIRED AT ALL CRAWL SPACES), HvAC EQUIPMENT SHALL BE SIZED NO GREATER THAN 125% OF DESIGN LOAD AND A MH*M1 RATED OUTPUT cF 19 %_ THERMOSTATS CONTROLLING HEAT SUPPLY TO MORE THAN ONE ROOM SHALL HAVE A 1- 1EIGHT SETBACK FIREPLACES SHALL BE PROVIDED WITH: A TIGHTLY FITTING FLUE DAf1FERS B. READILY ACCESSIBLE MANUAL OR. AUTO CON1ROLS SHOWERS SHALL HAVE A FLOW CONTROL DEVICE TO LIMIT FLOW TO A MAX - OF 25 GPM PER SHOWER HEAD_ WATER HEATERS ARE REQUIRED TO BE LABELED AS COMPLYING tU/ NAECA 1981 ELECTRIC WATER HEATERS LOCATED IN UNHEATED SPACES SUCH AS GARAGES TO BE INSTALLED ON AN INCOMPRESSIBLE INSULATION (R -10 MIN.). To Reader PI•n 1(800)848 -5411 S T R'JOTURAL NOTES: DESIGN LOADS (VERIFY SNOW LOAD PER AREA' A. ROOF LIVE LOAD 25 PSF (TOTAL LOAD 31 PSFXW/TILE 45 PSI) B. FLOOR LIVE LOAD 40 PSF (TOTAL LOAD 50 PSF) O. SEISMIC 20•E 3, V.0.14W ago LOAD 22 F'SF E" SOIL BEARING CAPACITY 2000 PSF ASS&tIED. SOIL REPORT REQ'D ON ANY QUESTIONABLE SOIL. (1200 DEFAULT FOR Ci1Y OF KENT) 2 FOU0ATI014S A ASSUMED MAX SOIL BEARING CAPACITY 2000 PSF UNDISTURBED CWT. (1200 FOR CITY OF KENT) B. POUR FOUNDATIONS ONLY ON UNDISTURBED SOIL. ' ERIFY) C. UNDER 13-OOR SLABS COMPACT FILL TO SS MR-O. 3. CONCRETE A. FOUNDATIONS AND FLOOR SLAB CONCRETE 5E4ALL BE Et U.4L TO (2500 MAxIMU'i WATER TO GEt1ENT RATIO, 5 -1/2 SACKS OF CEMENT PER CUBIC YA,FC OF CONGRt<TE AND 6 -3/4 GALLONS WATER PER 94 LB. SACK OF CEMENT- 2500 iai 4,&J1ED Cvrn-.eE sivc STRENGTH AT 28 DAYS. t SACK MIN/CU. YD. B. MNE-LM co' E AGaE OF STEEL, 3' BOTTOM, 2' SIDES, I -I/2' WALLS. FOR SOIL, SEE CODE itll -EiaE SOtL NO PROBLEM C. EQUIVALENT FLUID f'RSENIERE. MIN_ 35° PER CUBIC FOOT 4, REINFO ING STEEL A ALL REINFORONG STEEL SHALL BE DEFORMED, INTERMEDIATE GRADE. BILLET STEEL - A5TM A6B12 GRADE FREE 40, NEW, CLEAN AND F EE OF DIRT. WERE B. SPLICES, LOCATED AND APPROVED 54-IALL BE A MINI MM OF V2 INC. -TES (2S00 PSI) OR 30 BAR DIAMETER (CONC. • ?OW PSI 40 .DIA.) G_ ALL EINEPORDING SHALL BE TIGHTLY TIED AND StiT.FORTED DURING CONSTRUCTION. D. WELDED MARE MESH SHALL BE AS1M -AI85. 5 woo A PER MSC SEC: 2305 B HEADERS/BEAMS - SEE PLAN FOR ALL SIZES AND .SPECIES G. SEE PLANS FOR PLYWOOD b _ STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE A8T:M A36, NEW, CLEAN AND r-p OF RUST. PIPE COL. SHALL BE ASTM 693. GRADE e OR ASOL, 436 STEEL. (4LSC 1. STRUCTURAL FRAMING A FRAYING TO BEE IN COMPLIANCE WCTN UBC SEC. 2320. B - PROVIDE NAILNG IN ACCORDANCE WITW UBC SCHEDULE 23 -W -B -1 Narat STRUCTURAL E1+ICs. SPECS TAKE PRECEDENCE OVER MIN. NAILING SCHEDULE AND OTHER GENERAL SPECS. C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND BEARING PARTITIONS. D_ PROVIDE ORMEGIW OR BLOCKING AT T"UD -SPAN OF ALL SPANS OVER 8 FEET. E. USE AFFRoVEeD JOIST HANGERS B4ERE REQUIRED. BRIDGING F CEILING UNPINIsNED. F. ROOF MMES. SIZES TO BE vERIFTEP, DETAILED AND FABRICATED BY TRUSS MAt'9JFACTURE EISTALLATIC2N AND BRIG.:SW SHALT BE PER TEAMPACTUREFES 'SPECIFICATIONS AND INSTIMIGIVI46 ALL TRUSSES DEEIG D MUST BE STAMPED BY L. WAN. STATE PE CARE MUST BE TAKEY4 DUPING E RECTION BY BUILDER TO NOT OVERLOAD TRUSSES BUILDBk3 MAT. TO ADEOGATELY BRACE TRUSSES E. STUD WALLS A USE 2x6 I 2 STUDS AT 16' OC. (24'0.C. MAX) PER UDC 2320 Wl 2x4' CONSTRJICTIOI±I, SPAG s NOT TO EXCEED 16' O.C. W/ "THINE STORY STRUCTURE 2x6 °STUDS tIJST BE USED a LOUDEST LEVEL W/ SPACING NOT TO ExD 16' D.C. B. DOUBLE TOP PLATES SHALL HAVE JOINTS STAGGERED NOT LESS THAN 4 FEET. CitAI NAILING OF 8-1661 • 48' MIN LAPS a EACH SIDE OF JOINT W/I6d • 12' DC. BETWEEN PLATES FOR EXT. 4 TNT. LONG WALL (2 1 3 STORY BLDG.). 3. ROOFING A. APPLY ROOFING IN ACCORDANCE UHT14 USG. SEC. 1503. B. PROVIDE ATTIC VENTILATION A5 R'IDICA7CV ON ROOF FRAMING PLANS. 4 SECT. 1505_ .9„,a2R MNW1U1 E/32' THICKNESS APA RATED TONGUE 4 GROOVE SHEATHING WITH W)d NAILS e 6• OG_ AT 8UFPO2TED SHEATHING PANEL EDGES AND 10' O.C. AT INTERMEDIATE FRAMING MEt- ERS (SEE ARCI4. PLANS AND / OR GENERAL NOTES FOR REQ'S.), SPECIFICATIONS: E T' au F_L SF'ECFtGAT1 *4 L USE 2,00 PSI CONCRETE SPECS AT 28 DAYS. 2000 PSI MAY BE USED BUT RECOMP1R PICA4ER 3TRENCsT14, 2. USE ASSTM, AGtE- 'B OR EQUAL GRADE 40 REF3.AR LAPPED 30' MI's"3 AT ST'LICES, CORNERS 4 NTER EC11 ' B. P 2000" FES COAFCIWTE, LAP 40' DIAMETER MK t■ A > O% i > UDING_ CEIRD TRI.BSEB ESE I. T1$ TRUSS MANLFACTt.RER SHALL PROVIDE ALL DESIGN AND ENtaIHE ING W1114 WASHINGTON STATE PE STAMP ON DESIGNS. DURING ERECTION OP TRASSE8 THE BUILDER SHALL TAKE CARE TO ADEQUATELY BRACE TRUSSES 4 ALSO NOT TO OVERLOAD THEM WITH EXCESS BUWLDEIG MATERIALS. DODOa4s RECEIVED CITY OF TUKWILA JUL 2 6 2000 PERMIT CENTER CONNECT1014 NIA IL(Na RO - F - I - l aZ zo?-4i 2 T 3 Fli ct iIn Ctr+*xrw s ceeet chyle WIND REGION NAILS f°ANEL LOCATION X 254 FOR - mm -- Greater than 90 mph (145 ?d common Panel edges 6 6 71 kmtry 11. Ceiling Joist, laps over partttione, Face nail 3-16d Panel field 6 6 6Z Greater than S0 mph (129 ad common Panel ed e:.s 25 2' (5blm) planks 2-16d at each bear. . . 6 4 km/h) to 90 mph (145 km/h) -_ S. fr . r1or paneling 1/4' (6.4.tim) 4d 3/13` (3:5mm) Gds Panel field 1 E-_ , I %Di. , o S0 mph (123 kmMl or lase ad common Panel ecleaea 3 --.-- - e- ..- - - -__._ Panel field !2 12 CONNECT1014 NIA IL(Na 1. Joist to b!il or oirdesr, tosseall 3 -8d 2. Ereicenc; to [otet, toenail each ®nd 2 -8d 3. t' x 6' (25 mm x 152 mm) subfioor or lose to end" Jost, face nail 2 -8d 4. Wider than l' x 6' (25en x i52am) subfloor to each joist, Face nail 3 -8d 5. 2` !Skim) subfloor te, Jolet or girder, blind cane face nal! 2 -164 6. Sole plate to Joist or blocking, typical face nail 16d at 16' (406mm) o.c. Sole plate to Joist or blocking, at braced wall panels 3 -lee per i6' eteeen) 1. Tap plat's to stud, end nail 2-16d 8. Stud to role plate 4 8d, toenail or 2 -16d. end nail 3. Double etude, face nail 1 'd at 24' (6121+en) o.c. i0 Double top plates, typical faces nail 16d at 24' (610/mn) o.c. Double top plates, tap splice 8 -led II. elockinc between Joists or rafters to top plate, t 3 -pd 12 Rlrn Joist to top plate. toenail Sd at 6' (i52mm) rec. 13 Tot, atee, iat3s and intersections, face nail 2 -lad i4. C-ontirrueus header, two pieces 16cl at 16' i 406min) o.c along cad, edge 15. Ceiling f_eete to plate, toenail 3-Sd le. Continuoue header to stud, toenail 4 -Sd 11. Ceiling Joist, laps over partttione, Face nail 3-16d le. Ceiling' Jclste t.- 2arallei raftere, face nail 3 -led I. Rafter toplate. toenail 3 -8d 20. 1' (25mm) brace to each etud and plate, face nail 2 -ad 2L 1' x a' (25mm x 203ami) sheathing or lees to each bearing, face nail 2-8d i 22. Wider than I' r. 8' (251nr x 203mm) ehesathine to each bear! -, face nail 3 -8d '3. Beiter_corrlear studs lbd at 24' (610mm) o.c 24. E3u1lt -up girder and beams 20d at 32' (81-'krm) o.c. at top and bottom and staggered 2 -20d at ends and at -Fh s - lice 25 2' (5blm) planks 2-16d at each bear. . . 26. Wood structural panels and particalboard eubfloor, roof end well sheathing (to framing): (1 inch • 2e,4mm) l/2' and less � 6d3 19/32' - 3/4' Odor Gd 1/8' -I' 8c1 1 ea' - 1 U4' __igNd 21. Panel siding (to framing): I/2' (t3mts) or less 6d6 5 /0' (16mm) ed 2e. Fiberboard sheathing:' I/2' (l3min) No. 11 gab 6e No. 16 gag 25/23' (20mm) No 11 ga$ Sc Nol6 ga a - - -- -_ S. fr . r1or paneling 1/4' (6.4.tim) 4d 3/13` (3:5mm) Gds CRANE DEfSC61, Mc. r+'iseerV+a® 4ii - Leqa1 Right. To Matertei O, rMta &loot - &k+Jesct To C .inai r'roeek ..st!ci r A5LE 23-11 -E -i - NAILING SCI- 4EDULE )Common or box netts may be used except where others/fee stated. , Nalie &paced at 6 lnchee (I52tnfn) on center at edges., 12 inches (305mtn) at irltermsectiate supports except 6 inches (152en) at all euporte orllere *pane are 48 Inches (12131ren) or more For nailing of wood structural panel and pparticalboard diaphragms and shear walla, refer to Section 231533 and 23154. Naha for Wall sheathing may be common, box or easing. Corisson or deformed ehank. 'Common. ` deformed shank SCOrroalon resistant siding or casing eels conformtng to the requirements of Section 23043. 'Fasteners spaced 3 ink (16mm) cn center at exterior edges and 6 inches (152me) on center at Intermediate supports. gCorroslore resistant roeFing natty with 1/16- Inch - diameter (lee) head and 1 I/2 -inch (38mm) length for L/2 -inch (13mm) sheathing and 13/4 -inch (44//e) length for 25/32 -Inch (20mm) sheathing conforming to the re eirementa of Section 23043. 'Corroelon- resistant ataplea with nominal 1/16 -inch (ltem) crown and I 1/8-Inch (25mm) length for I/2-inch (i3mm) sheathing and i t/2 -inch (38mm) length For 25/32 -Inch (20mn) Sheathing conforming to the requirements of Section 23043 Pine! ,supports at 16 inches (406mm) 20 Inches (508mm) If strength axle In the long direction of the panel, unless otherwee marked. Caeing or finish naiie spaced 6 inches reel/eon panel edges, 12 inches (305mm) at int srmedtate supports. Panel a orts at 24 tnchee (6101,e). Casing or flnteh nalle spaced 6 Inches (Sere) or panel edreee. 12 mares (305mm) at Intermediate supports T>45LE 23 -- 1i- E- 2 -UJOCD 6TRUCTURAL FANEL OOF S1 - IE ATH -IiNC N.AiLING SCHEDULE I Appllee only to mean roof heights up to 35 Feet 00 100 mm). For mean roof helghte over 35 feet (10 100 mm), the nailing shall be designed. 'The roof fastening zones are shown to the right 3 Edge spacing Mae applies ever roof framing at gable-end walls IUse 13d ring-shank nails In tee zone If mean roof 1eJghx Ie greater - than 25 feet (1600 mm) *CONTRACTOR NOTE: All C>Inemslera Shall 6e Choacesd And ~nod Prior To ConstruatIon. ME AN t SOLID FUEL BURNING APPLIANCE Solid feel burneg appliances Include airtight stovers, fire places stoves, room heat - s /fireplaces stoves, factory-built fireplaces, and fireplace inserts. Unless otherwise adopted by King County, all solid feel burning appliances shall comply with the provisions or Section 304 LIMO. HEATING Each dwelling unit seal be provided with heating facilities capable of maintaining 10*F at a point 3' above the Near In ail habitable rooms when the outside temperature le as set Forth In Section 302 te.SE.C_ Section 3103 U.B.G. A. Fuel burning equipment located within the building envelope (constructed under the W.5.EC.) shalt obtain combustion 81r From outdoors, meeting the provisions of Section 101.1, 1012 uric. NOTE: BUILDiNG ENVELcere The elements of a building which enclose conditioned spaces through welch thermal e ergy may be transferred to or from the exterior. Section 201 WSE.C. 13. Fuel burning equipment located outside the building errvetope shall meet the provisions of Section 601 LIMO. c. Ductwork., location and source of combustion air, references Section 602. 603, 604, 60F UM.C. All warm -air furnace shall be listed and labeled Lee an approved agency and installed to fisted apeciflcatIone, Section 304.1 UM.C. Appliances Intended for installation in closets, alcoves or confined spaces el be so Meted. Seethe 3042 UM.C. No- warm -air .furnace shall be installed in a room used of designed to be used ae .a bedroom, bathroom, oloeeat or in any enclos space with access only through such ream or space, except direct vent furnaces, enclosed ffe-naces and electric heating furnaces. Section 3155 UMW. No wane .itr fury. -ace shall be Inetatied in a closet or alcove le a than 12' wider than the furnace or furnaces Installed with a minimum clear g space leas than 3' along the side, back and t p of the feenace. Sect UMC Liquefied petroleum, gee- icxrning appliances shall not be !petalled In a pit, basement, or slmllar Iodation where heavier- than-afr gales might collect- Appliances so fueled shall not be Installed In an above -grade under Floor space or basement unless such location le provided with an approved Meat* for reenoval of url urrled as Section 304,6 1.411.C. (Approval must be grante;'ct by the Building Official Heating and cooling esquipm eT,tt located In a garage and which generate* a glow, spark or Flame capable of igniting flammable vapors shall be installed with the pllote and burners or fleeting elements and sallechast at least IB • above the floor level. Section 3082 U.M.O. Fire dampers need not be installesd In air ducts passkig through the wail, floor, or ceilirIg separating a residence (Group R Division 3 occ anc) from a garage (Group tl, Division 1 occupancy)srovided such ducts within the garages are con- structed of steel having a thick/less not leee than 0:019 Inch (No, 26 Galvanized sheet gauge) and have no openings trite the garage, Section 302:4 U.B.C. Warm -61r furnace installations in attics or crawl spaces slatl comply with Section 319 and 320 Every appliance (dryer, range, etc.) deselgned to be vehted shall be connected to a venting system complying with Chapter 8, UML. Every factor built ehlmney, Type L vent, Type E3 gas vent or Type BUJ gas vent shall be installed In accordance with the terms of its tlett►, manufacture's Inst- ructions And the applicable provfelons of Chapter 8 taw. Vent connection shall be installed within the space or area in which the appliance 16 located: and shall be connected to a chimney or vent in such a manner as to malntaln the clearance to combustibles per Sesction 815, and Table 3 -C, Liki.C. DUCTWORK: A. Duct systems shall be of metal as set forth In Tables Nos. 6 -A, 6 -8, 4 6 -C or factory -made a1r ducts complying with Chapter 6 UM.C. S. Jotnts and Seams ale be aubstan_ral1y airteee, Section 6015 Table No. 6 -A (rectangular ducts) and Table Nob -B (flat, Oval and round ducts), LIMO. G. retaliation of ducts shall comply with Section 603 te D- Duct Ineulattan shalt be installed in accordance with Table 4 -* I ROOF RID' 4 FT> zT. 4. r��.�.; e s - ---_ _ 1 J~- 5 FT. (INCLUDING 1 FT. OVERWATJfs) I i .,) i ROOF FASTENING ZONES To Reorder Fans ifeee seee421 elemIsmemiwaseie -r E N t_ R4 1. PILOTS, BURNER HEATING ELEMENTS 4 SWITCHES OF Tl-E FUR4ACE AND l-tuJ 5i 4G D BE A MIN►MIB1 OF 18' ABOVE THE GARAGE FLOOR THESE SHOULD A! 50 SE PROTECTED AGAINST ANY vEl-iiCULAR COLLISION. 2 EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITH A NIGHT LIGHT, 1- T, DEAD) BOLT, OR SECURITY Ce1 -1,41I4 MO4A4TED AT A 1- EIGHT OF 48' MAeirtal ABOVE FINISHED FLOOR. 3. ALL WOOD 114 CONTACT WITH CONCRETE OR MA -e0NRY 514OULD t3E PRESSURE TREATED WOOD AND BRANDED BY AN APPROVED AGENCY. 4. ' _ ivfNG Rat 1 CEILING 16 24' ABOVE HALLWAY IUNICI -1 LEADS TC SLEETING ROOMS, A SMOKE DETECTOR UfLL BE eISTALLED AT Ti- ales E5T POINT. 5. RECESSED LIGH;.,,' FIXTURES 51 -10ULD BE Imo. RATED AND ENCL O5URE LINED WiTH A 1/2' GAM. TAPE AND FINISH. 6. ALL DUCTS FLllS, AND ENGL- O5URE THROUGH OR ALONG UN- HEA i tt) SPACES-INCLUDING THOSE F R O M GARAGE INSTALLATIONS), SH 2ULD SE.- T- ER3'1ALLY INSULATED EXCEPT 1140SE INSTALLED BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE' AIR 1 DRYER MOISTURE EXHAUST DUCT SHALL NOT EXCEED A TOTAL OF COMI3INED HORIZONTAL AND VERT- ICAL EFFECTIVE LENGTH OF 14` -0`. 8. mAsowY FIREPLACES SHOULD BE PROVIDED WITH A TfGI -ITLY FITTING FLUE DAfipER AND A READILY ACCESSIBLE MANUAL CONTROL - AN OUTSIDE SOURCE OF COMi3USTION AIR SHOULD BE PRDYIDED W1Tt4 A DUCT Cr 4 SO. INCHES MINIMUM AREA AND !REA- DILY OPERABLE DAMPER AS PER SECTION 402 OE THE tUAS34INCTOI't STATE VENTILATION CODE: REF. SEC 3102. U13_C. 3. WATER HEATERS LOCATED IN THE GARAGE OF L1'14EA fits FLOOR ARE TO SE INSTALLED ON INCOMPRE- SSIBLE INSULATION. 10. HOT AND COLD WATER 1 -EATER PIPES IN THE GARAGE SI4OULD BE INSULATED WITH MINIMUM R -3 1NSUL.. WITH A FLAME SPREAD OF 25 OR LESS. 11. THE S140UER ADS ARE TO BE A SMOOTH, HARD AND Nee - ABSORBENT SURFACE NOT LESS T1 -JAN- 10' ASOvE T1 DRAIN INLET. 12- GYPSUM WALL BOARD BACKING USED FOR TUB OF SHOUTER ENCL- OSURES SHOULD 13E OF A WATER FEfe5TANT MATERIAL. DO NOT INSTALL OVER VAPOR BARRIER ON WALLS OR ON THE CEILING. 13. AiR DUCTS PA SSING THROUGH GAIRAPE WALLS , FLOOR OR CE1L1tiCre ARE TO BE N0. 26 GALVANIZED STEEL WITH N0 OPENINGS INTO THE GARAGE. 14, LANDINGS OUTSIDE TO BE 140 MORE THAN i' BELOtU THE Ti-1RESHOLD. 15. INTERMEDIATE RAILS TO BE NO MORE THAN 4' APART. 16. STAIR HANDRAILS AND HAND GRIPS 10. ROOF TO BE ANCHORED TO RE- ARE TO NAVE 11/4' TO 2' CR05$ SST NET WIND UPLIFT LOADS. SECTIONALS AND RETURN TO WALL. USE 81MPSON 'H' ANCHORS OR (CONTINUOUS) EQUIVALENT. 11. 518' TYPE 'X' GLOB. UNDER ALL Statr UJELLS AND DOUBLE LAYER iF STRINGER SPACING IS MORE THAN 16`o.c. !S. WATER 14EATER 844ALL EE SEISMICALLY STRAPPED AT A POINT WIT1 -IIN TIE UPPER 1/3RD AM" T -e ne LOWER I/33 OF -r ERTIcAL D1MEN -L S C T1-IE i=OI R STRAP SHALL ee NOT LESS THAN 4 INCI -IEry ABOVE THE CONTROLS. 18. WINDOW MANUFACTURER TO PRO- VIDE PORT HOLES IN EACH WINDOW 114 EACH HABITABLE ROOM: ROOF: I. ATTIC VENTILATION AS PER 5063 U.S.C. SEE VENTALATIONS CALCULATIONS PR0vIDED. 2. VENT OPENINGS SHALL ISE COVERED UJITI4 CORROSION RESISTANT -WIRE MESH WiTH OPENINGS OF 1/4 Sa INCH DiMENSiON: 3: ROOF VALLEYS TO HAVE 28 GAUGE GALVANIZED FLAN-111 4. WOOD SHINGLE OR SHAKE TO BE INSTALLED PER 1931 Uf3C CHAPTER 15 4 TABLE 1548 -2. 5. ASPHALT SHINGLE (COMP) 70 BE INSTALLED PER 1901 U}3C CHAPTER 15 4 TABLE 15 -B -1. 6. 22'x3o' ATTIC ACCESS TO BE PROVIDED FOR EAC1 -1 SEPARATE ATTIC AREA UJITI4 NO LESS T4-IAN 30' FOR HEADROOM. ATTIC ACCESS DR. TO l-14WE R - - 30 - INSULATION MINIMUM, AND WEATHER STRIPPED- 14AMDWARE TO PROVIDE TIGHT CLOSURE. 1. TRUSSES TO BE DESIGNED AND STAMPED BY A WASHINGTON STATE STRUCTURAL ENGINEER. CALCULATIONS ARE .To ESE SUBM- ITTED FOR CODE COMPLIANCE PRIOR TO FABRICATION OR PER - MIT ISSUANCE, 8. APIRC7YED HANGERS TO BE USED AT ALL CONNECTIONS -0F RAFTERS, JACK OR HIP TRUSSES To T14E MAIN GIRDER TRUSS. TRUSS MANLEACTURER TO PRO- VIDE TYPE. 9. NONFSEARItsk"s WALLS SHOULD BE HELD. 00UJ4 Mori THE TRUSS TO BOTTOM CHORD WITH AN APPR- OvED FASTENER TO frds3URE TRUSS BOTTOM CHORD WILL NOT BEAR ON NONBEARII. UJALL 11 TRUS WILL NOT BE FIELD ALT - ERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL CF ENG- iNEERING CALCULATIONS. 12. TRUSSES S# -TALL HAVE DETAIL., ARID DRAWINGS ON SITE FOR FIELD INSPECTION: 13. PROVIDE SCREENED ESLOCKIh OVER SUPPORTS. 14. 51- 1.4 AREAS = FRAME OVER WiTH 2x6 RAFTERS e' 24'o.c. Ui-40. FOUNDATION: I. GA,t YA'VaZED METAL FLASHING TO ISE 1N0TALLEP BETWEEN CONCRETE SLAB, AND 0000 MATERIAL AT EXTERIOR PORCHES AND LANDelesS TO RIM JOIST. 2. CONCRETE PiER PADS SI>10ULD PRQJECT: LEAST 6' ABOVE GROIND UNLESS FISSURE TREATED MATERIALS ARE USED. SECTIONS: 1. ALL ExPOSED ZNSOLATION. TER - AiL S INCLUDIH1B, FACING S JG1-1 VAPOR BAIc9QIER$ OR LUA 14 BAP PAPER SHOULD HAVE FLAME ire' A0 /ST 10l(E_ DEVELo5'ED RAT'S 64,W1.114 ON 25/450 OR LESS: kl�t i YL./ t 7_. ALL. INFORMATION PROVIDED ON T#-ttS eT-- `-..Et IS PER THE, STATE OF WASHINGTON 1 U.E3 VERIFY LOCAL CODES IF CONSTRUCTION IS, IN OTHER THAN WA. ESTATE. RECEIVED CITY OF TUKWILA JUL 2 6 2000 PERMIT CENTER P Ea Inc. Reserves All Legal Rtphte To Malaria! On Thie 8ttmt - 8-,64ect To c -jai Proeecuttcx: 7 L * NOTES. I. ALL STRAP I.JOLDOILNS SHALL 5E INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER INST ^ELATION . TWO WOLDO(L 4 CAN BE USED AT EACI -I CORNER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPES OF APPROVED WOLDOWNS CAN BE USED IN PLACE OF STRAP HOLDOWNS. SUBMIT DETAILS FOR AGENCY APPROVAL. PANEL AT FLOOD'. OVER CRAWL SPACE / 2x TOP PLATE / HEADER r 4,.ALT, BRACED WALL PANEL _ /(PRESCRIPTIVE PROVISIONS FOR i k 2 STORY e1JIL17INC 5 2320 ) N OTE_ EXC PTION FOR 2 STORY STRUCTURE !N THE FIRST STORY OF A 2 STORY: V EACH PANEL &WALL BE SHEATHED ON EA. FACE 2) 1 *4REE ANCHOR BOLTS PER PANEL PLACED ONE - FIFTH POINTS. 3) TIE DOWN DEVICE UPLIFT CAP SHALL NOT BE LESS THAN 3000 Ilse •CONTRACTOR NOTE: All P!m rie!one Shall Be Checked And warmed Prior To Construction. - - ' - 2 - 2x STUDS, NAIL 514EATHTNG TO EACH STUD 8d NAILS PER TA6LE 23- II -1B - —AMA RATED SHEATHING 31e' MN. 2 2x4 BLOCKING AT ANY PLYWOOD JOINT — APPROVED WOOKED-END WOOD TO CONCRETE CONNECTORS WITH 1800• CAPACITY (MIN) 2 - 2x PLATES - NAIL SHEATHING TO EACH F'LATE 2 • QUARTER i POINTS EMBEDMENT - I - •4 BAR CONt TOP 4 BOTTOM - - - - -4x POSTS OR (2) 2, •TUDS • MIN. 24' 0.0 - lit' PLYWOOD W/ Sal NAILS ®3' O.C. w PANEL EDGES ETAS OR EQ. W. 2 -1/2' BOLT MIN 320' CAPACITY FLOOR TIE ANCWORS 2x4' • 4S' oi;. W/ ( 30ci EACH —5/8' DIA x 12' A. — (2) 2x PLATES -- 2x P.T. SILL PLATE -- 3200' CAPACITY STRAP WOLDOtLN5 # NOTES! I. ALL STRAP t -;OLD S SI -IALL BE INSTALLED PER MANLFACTURERS SPECIFICATIONS, INCLUDING CORER INSTALLATION . TWO 4OL1000N5 CAN BE USED AT EACH CORNER TO MEET Ti-E REQUIRED LOAD - 2. ALTERNATE T7 t-b6 OF APPROVED i4OLDOUN3 CAN BE USED N PLACE OF STRAP H1oLDOUNS: SUBMIT DETAILS FOR AGENCY APPROVAL. PANEL AT FLOOR OVER PONY WALL •¢ OVER WOLDOLLi! r .. t 2x TOP PLATE HEADER NAIL SHEATHING TO HEADER AT 3 Oc _ B.W. 2 - 2x STUDS, NAIL SHEATHING TO EACH STUD tad NAILS AT 3' OD. ALL PLATES, HEADERS 4 SP.106 —APA RATED Sl- EATOW. 3/8' MIN. 24/0 EXP. 1 2 2x4 SLOC;KJNLa AT ANY PLYWOOD JOINT APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WITH 3200' CAPACITY (MIN) 2 2x PLATES NAIL SHEATHIN TO EACH PLATE 2 -(/2' DIA. AB. - - I' IMBEDMENT CONTINUOUS FOOTING OR SLAB EDGE NOTE FOR USE IN GARAGE END WALLS AS SHOIU4. IF A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, Tf4E FL :1000D SHALL OVERLAP THE RIM JOIST AND SILL PLATE_ PROVIDE WOLDOWS, BOLTS AND PLYWOOD NAILING AS &NOUN. IF USED ABOvE Pa4Y WALL USE DETAIL • 1. DETAIL � J(MINIt1 -1 LATERAL RESTRAINT PANEL) To hoarder Plans 1(8040)848 -5421 HEADER AT CORNER EXTEND IEADER TO CORNER t!2' PLYWOOD W/ Sd NAILS a 3' OG. 4x POSTS OR (2) 2x STUDS ��`-- -33x OCKR�ICs e PLYWOOD JOINTS 000- e '•4 WC301C.9 O1fE1� " O11N ®DETAIL (24 INCH LATERAL RESTRAINT PANEL) ® HEADER SPLICE 2x TOP PLATE (FADER — NAIL el-MATT-1M TO HEADER AT 3' O.C. BJV. 2 - 2x STUDS NAIL 3WEATI4INCs TO EACH STUD 8d NAILS AT 3' OD. ALL PLATES, HEADERS t STUDS -- AMA RATED SHEATHING 3/8' MIN. 24/0 EXP. 1 2 2x4 BLOCKING AT ANY PLYWOOD JOINT — APPROVED HOOKED-END ' WOO TO CO1, BETE CONNECTORS 101T1-1 2400• CAPACITY (MIN') 2 2x PLATES - NAIL SHEATHING TO c4CW PLATE °x}---- - -(2') 3/4' DIA AB - 12' EF'tBL'DT1ENT — CONTINUOUS FOOTING OR SLAB EDCsE NOTE- Foie use ' trt GARAos END WALLS A3 SI- 1011'L IF A FLOOR INTERVENES BETWEEN FO ?ATION AND BRACED PANEL, THE PL'rl JOE SHALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE HOL.DOWS; BOLTS AND PLYWOOD NAILING AS S1. IF USED ABOVE PONY WALL USE DETAIL �.-- HEADER PER PLAN STS236 1200' CAPACITY STRAP TIE 3/8' PLYWOOD W/ Sd NAILS 3' OD. AT PANEL EDGES 4x POSTS OR (2) 2x 3TuDS 3x BLOCKING e PLYWOOD JOINTS RECEIVED cnYOFTUKWIL JUL 2 6 2000 PERMIT CENTER 0 r BRACED WALL PANEL -- - 5C1- 4EDUL 6d nail 6 cc tedrsa' re co ({lend) - /, ` i . a dice° SW x 4' x 8' C L - V2` x 3' x 8' tone race) Sd cooler nails or ,wallboard natle T' do GLUB - t/2' x 4' x 8' (two faces) 5d coolerAu .board nails l' c.c.. ttrouhut P 1)) ' Str,.atural an 81dIg 3/8' x 4' x 8' Corrosion resistant 6d nails at 6' oz.. Lodges) 12' GC. (field) E Ono-story alt, braced pane! 3 /8° x 2'8' x 10' or toss T'lgtllng act at S' 9.C. (edges) a roc 12' ad at all edges 2 anchor bolts placed at q.artesr po te. HOW claims - te00• at eradi acid. ( r \!_../ \._� TY- -scary alt. braced panel 3/8' x 2'8'x10' or Ieas Plywood or OPres (two races) NalTing 8d at 6' c.c. (edges) t2 cc. Meld) Biock-Inca required at all edges, 3 anctdr bolts placed at tiflri points. Natd downs - 3000• at aach end. GRIERAL NOTES: 'rsraced wail panel *o!e plates rut lied to Floor and tap plane,; shalt ber anri erred to rram!r4g abC)ve_ alerts ,Totals are perpendicular to t--aosd watt !Inca, prov!do blocking under and In !ins with braced wall panel°. P Ea Inc. Reserves All Legal Rtphte To Malaria! On Thie 8ttmt - 8-,64ect To c -jai Proeecuttcx: 7 L * NOTES. I. ALL STRAP I.JOLDOILNS SHALL 5E INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER INST ^ELATION . TWO WOLDO(L 4 CAN BE USED AT EACI -I CORNER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPES OF APPROVED WOLDOWNS CAN BE USED IN PLACE OF STRAP HOLDOWNS. SUBMIT DETAILS FOR AGENCY APPROVAL. PANEL AT FLOOD'. OVER CRAWL SPACE / 2x TOP PLATE / HEADER r 4,.ALT, BRACED WALL PANEL _ /(PRESCRIPTIVE PROVISIONS FOR i k 2 STORY e1JIL17INC 5 2320 ) N OTE_ EXC PTION FOR 2 STORY STRUCTURE !N THE FIRST STORY OF A 2 STORY: V EACH PANEL &WALL BE SHEATHED ON EA. FACE 2) 1 *4REE ANCHOR BOLTS PER PANEL PLACED ONE - FIFTH POINTS. 3) TIE DOWN DEVICE UPLIFT CAP SHALL NOT BE LESS THAN 3000 Ilse •CONTRACTOR NOTE: All P!m rie!one Shall Be Checked And warmed Prior To Construction. - - ' - 2 - 2x STUDS, NAIL 514EATHTNG TO EACH STUD 8d NAILS PER TA6LE 23- II -1B - —AMA RATED SHEATHING 31e' MN. 2 2x4 BLOCKING AT ANY PLYWOOD JOINT — APPROVED WOOKED-END WOOD TO CONCRETE CONNECTORS WITH 1800• CAPACITY (MIN) 2 - 2x PLATES - NAIL SHEATHING TO EACH F'LATE 2 • QUARTER i POINTS EMBEDMENT - I - •4 BAR CONt TOP 4 BOTTOM - - - - -4x POSTS OR (2) 2, •TUDS • MIN. 24' 0.0 - lit' PLYWOOD W/ Sal NAILS ®3' O.C. w PANEL EDGES ETAS OR EQ. W. 2 -1/2' BOLT MIN 320' CAPACITY FLOOR TIE ANCWORS 2x4' • 4S' oi;. W/ ( 30ci EACH —5/8' DIA x 12' A. — (2) 2x PLATES -- 2x P.T. SILL PLATE -- 3200' CAPACITY STRAP WOLDOtLN5 # NOTES! I. ALL STRAP t -;OLD S SI -IALL BE INSTALLED PER MANLFACTURERS SPECIFICATIONS, INCLUDING CORER INSTALLATION . TWO 4OL1000N5 CAN BE USED AT EACH CORNER TO MEET Ti-E REQUIRED LOAD - 2. ALTERNATE T7 t-b6 OF APPROVED i4OLDOUN3 CAN BE USED N PLACE OF STRAP H1oLDOUNS: SUBMIT DETAILS FOR AGENCY APPROVAL. PANEL AT FLOOR OVER PONY WALL •¢ OVER WOLDOLLi! r .. t 2x TOP PLATE HEADER NAIL SHEATHING TO HEADER AT 3 Oc _ B.W. 2 - 2x STUDS, NAIL SHEATHING TO EACH STUD tad NAILS AT 3' OD. ALL PLATES, HEADERS 4 SP.106 —APA RATED Sl- EATOW. 3/8' MIN. 24/0 EXP. 1 2 2x4 SLOC;KJNLa AT ANY PLYWOOD JOINT APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WITH 3200' CAPACITY (MIN) 2 2x PLATES NAIL SHEATHIN TO EACH PLATE 2 -(/2' DIA. AB. - - I' IMBEDMENT CONTINUOUS FOOTING OR SLAB EDGE NOTE FOR USE IN GARAGE END WALLS AS SHOIU4. IF A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, Tf4E FL :1000D SHALL OVERLAP THE RIM JOIST AND SILL PLATE_ PROVIDE WOLDOWS, BOLTS AND PLYWOOD NAILING AS &NOUN. IF USED ABOvE Pa4Y WALL USE DETAIL • 1. DETAIL � J(MINIt1 -1 LATERAL RESTRAINT PANEL) To hoarder Plans 1(8040)848 -5421 HEADER AT CORNER EXTEND IEADER TO CORNER t!2' PLYWOOD W/ Sd NAILS a 3' OG. 4x POSTS OR (2) 2x STUDS ��`-- -33x OCKR�ICs e PLYWOOD JOINTS 000- e '•4 WC301C.9 O1fE1� " O11N ®DETAIL (24 INCH LATERAL RESTRAINT PANEL) ® HEADER SPLICE 2x TOP PLATE (FADER — NAIL el-MATT-1M TO HEADER AT 3' O.C. BJV. 2 - 2x STUDS NAIL 3WEATI4INCs TO EACH STUD 8d NAILS AT 3' OD. ALL PLATES, HEADERS t STUDS -- AMA RATED SHEATHING 3/8' MIN. 24/0 EXP. 1 2 2x4 BLOCKING AT ANY PLYWOOD JOINT — APPROVED HOOKED-END ' WOO TO CO1, BETE CONNECTORS 101T1-1 2400• CAPACITY (MIN') 2 2x PLATES - NAIL SHEATHING TO c4CW PLATE °x}---- - -(2') 3/4' DIA AB - 12' EF'tBL'DT1ENT — CONTINUOUS FOOTING OR SLAB EDCsE NOTE- Foie use ' trt GARAos END WALLS A3 SI- 1011'L IF A FLOOR INTERVENES BETWEEN FO ?ATION AND BRACED PANEL, THE PL'rl JOE SHALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE HOL.DOWS; BOLTS AND PLYWOOD NAILING AS S1. IF USED ABOVE PONY WALL USE DETAIL �.-- HEADER PER PLAN STS236 1200' CAPACITY STRAP TIE 3/8' PLYWOOD W/ Sd NAILS 3' OD. AT PANEL EDGES 4x POSTS OR (2) 2x 3TuDS 3x BLOCKING e PLYWOOD JOINTS RECEIVED cnYOFTUKWIL JUL 2 6 2000 PERMIT CENTER 0