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HomeMy WebLinkAboutPermit D2000-391 - PATTON RESIDENCE - ADDITION AND COVERED DECKPATTON RESIDENCE 11535 40T" AVENUE SOUTH D2000-391 • City of Tukwila \ Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. 734060 -0184 11535 40 AV S ASFR DEVPERM LDR Contractor License No: 001 North: .0 South: SEATTLE Sewer: Slopes: OCCUPANT. PATTON RESIDENCE 11535 40 AV S, TUKWILA, WA 98168 OWNER ... PATTON MATTHEW 11535 40TH.AVE S,. TUKWILA WA 98168 CONTACT ._. MATTHEW PATTON _ 98168 '11535 40 AV S, TUKWILA, WA 7 ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *, _ _'... Permit Description: CONSTRUCTION OF A 840 SQ FT ADDITION AND 1,010 COVERED DECK AREA TO AN EXISTING SINGLE FAMILY RESIDENCE. THE SCOPE OF WORK WILL ALSO INVOLVE REPAIR OF FIRE DAMAGE. ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Construction Valuation:_ $ 103,293.60 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N . ., No: Size(in): .00 Flood Control Zone:. N Hauling:... N _Start Time: End Time: °Land Altering:_ N Cut: Fill: 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: N .Street Use: N Water Main Extension: N:. Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,681.15 `****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permit Center Authorized Signature:_ This permit shall become null and void 180 days from the date of issuance or for a period of 180 days from the last Fire .0 East: VAL VUE Y Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: (206) 431 -3670 D2000 -391 ISSUED 12/12/2000 06/10/2001 DWELLING 1997 SMOKE ALARMS .0 Streams: Phone: Phone: 206 - 778 -6123 L !m ate:_2 —(a—DO I hereby certify that I have read and examined tW s 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 perm t Date : /.41 -e if the work is not commenced within if the work is suspended or abandoned inspection. Address: 11'535 40 AV Suite: Tenant: Type: DEVPERM Parcel # 734060 -0184 CITY OF TUKWILA * k*• k.****** * * * * * *A *•k•k *k* *kk•k *•k **** *•k# k•k*•k *•kk**A*h.* *•k *Ak•I k** * *** *•kkk•k * *•k *•k** Permit Conditions. 1. ;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 and available to the building inspector for inspection purposes. Documents` shall bear the seal .and signature Washington State, Engineer. . Any exposed ^i nsu l at ions' backing material : shall have a Flame Spread Rating of 25or.- less,:. and :material shall bear identi- :f i cati on showing the fire performance rating thereof . All construction to be' 'done .:in conformance with approved'o plans nd requirements of the Uniform B u i l d i n g Code (1997 Editi Oas amended, Uniform :MechanicallCode (1997 Edition): and WAs,hingtotp State' Energy `,Code (1937 Edition). Pl umb4 g Permits shall . be obtained through the S e a t t l e - K i n r' Count' Department, of; Pttbl is Health. Plumbing will be ins:ected by that agency," including all gas piping` (296 = 4722) Validity of Permit.. The issuance of a permit or approval lens, • ations,,. and computations shall not be con trued, to „r,be apermit for, or an approval of, any violation f.. any of the provisions of ° the building code or of any oth,e,r ordinance of the jurisdiction. No Permit presuming to j ive rauthority to violate or cancel the provisions this cod'e shal l ' • Electrical permits shall be obtained .through the Washington Division of Labor and Industries and all electrical work w,i =, ll be ins,picted :by that agency ( - 6630). There shal 1, be no 'occupancy of, the building(S) ``until the' :final inspection has ; , been completed by the Tukwila Building Inspector., 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. I hereby certify that I ' have read ;,these, conditions and w i l l comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate` or cancel the provisions of any other work or local laws regulating construction or the performance of work. Permit No: D2000 -391 Status: ISSUED Applied: 12/04/2000 Issued: 12/12/2000 Date: 224 z C4 w ' 00: N 0 cow, w= J H! w 0, co u. Q .�z d mo _, z 0. U 0 10 CO: 0 r w w iE U f' O . • z 0 Y2, z Project AA errenant: �r , e - p • "few or; Val • Construction: eee e fa l it �e�5lr: Site Address: City State /Zip: ,e-e7:2 .2e%'" / Ta' •arcel Number: Property Owner: a a- v--r sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Phone: Phone: ��r) 77 - -e /2'3 Street Address: City State /Zip: Fax #: • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Contractor: sot#40 Phone: Street Address: City State /Zip: Fax #: Art /� Phone: StreetAddress i _ %7 39 ?41 /fir - Ci d , 5,.yyy State /Zip: Ge/1 '51'56' Fax #: Engineer Phone: Street Address: City State /Zip: Fax #: Contact Person: ,�- Y•tt? �ccvr�- Phone: Street Address: City State /Zip: Fax #: Description of work to be done: • 7 �a.y,'KG�c>_ / c/ / �r , e - p • "few or; t Type of work: ❑ New Single - Family Residence gr 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: ❑ Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: /( sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) Z•eYJ sq. ft. Uncovered Deck Proposed New Square Footage: ege)s- sq. ft. Dwelling 4r.710 sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) •For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF T1J WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: R STAFF USE ONLY 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. APPLICANT REQUEST FOR PUBLIC - WORKS - SITE/CIVIL PLAN: REVIEW OF THE FOLLOWIN (Additional reviews shall be: determined. by the Public, Works D epaifinent) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Street Use Size(s): Size(s): End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public Est. quantity: gal Size(s): 0 Fill cubic yds. Schedule: 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 applltafcep ✓� Date applicati App teen by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 Z I CL W M 00 U) W I H CO W LLQ tom 0 �.W Z = I- 0 W ~ W U� w O W W L I O tl Z U = O~ Z BUILDING;OWNE: • :.A . • RIZED AGENT: Signet sdr. � ,... -- Date: �, l / Print nam =:l //.4 ' /rte (2. C3 • - /23 ftity /State /Zip: iL.ZA.r/4 I tf-Y) l 'd'3 - 23g 5 G, /Za1Gc Address / r I /6" 35- !CJ e. ALL SINGLE- FAMILY RESIDENTI PERMIT APPLICATIONS MUST BE St(BMITTED WITH THE FOLLOW! ❑ ❑ DRAWINGS PREPARED BY H REGISTERED ARCHITECT OR PRO/' ._.,SIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED SUBMITTED ❑ Copy of recorded Legal Description from King County Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H- 12)'; King County Health Department approval for septic - 296 - 4722 Four (4) sets of working drawings, which include: Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide‘thaximum.If driveway' o 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 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 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). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. Variance, Shoreline or Tree Permit). SFPERMIT.DOC 2/13/97 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross - section Structural framing plans and details necessary to completely describe construction Washington.State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, ❑ 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. ❑ Et 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 - "Affidavit in Lieu of Contractor Registration ". Building :: Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer,,or contractor licensed: by the State of Washington, a.notarized letter from the property authorizing the agent to submit this permit application; and obtain`the permit ,'will: be required •as;partof this submittal. I HEREBY CERTIFY THAT / 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 / AM AUTHORIZED TO APPLY FOR THIS PERMIT. z w 6 0 0 Lo CO U) w w 2 � Q co i � Z = F- z1- w O • N o I- 11.1 uj I-- O w U= 0 Z *** * * ** * * * * *. * * * * * * * *** ********.*** * *** * * * * * **' * *1c * * * ** * * *1c1c7t ? **x 1 l,'tY OF IUKW1LA. WA c 1RAr13M1'f * * *>ti ** * *** *fie ** * * * ** * ** ** *4 * * * * * * ** *fir * * * * * * *** *** *fir* 1RHNSMIiJ: f Number: R9800405 Amount: 1.020.63 12/12/00 10 :44' i'iivment Method r CHECK Natat 1 or MATTHEW I }AT 1 ON J:ri it: TLb 'Permit ,ploy `0.'000 -391 1 vne: t)EVP'ElRM DEVELOPMENT f'ERMI:1 Parcel No a 734060- 0:tG4 ite.Address „.. 11535 40 AV S fota I Fees: 1.681.15 This Payment 1..02.0.65 fatal ALL Pmts: 1..681.15 GaIance: .00 *; * * * * * * * * * ** *' * * *.* v***.************* * * * * **• * * * * * * * * *, * * * * * * * * * * * * ** Account Code I e'cr.li of ion Amount 000'/3'22.100 UILI) NG .-., RES 1.016.15 000/386.904 STATE BUILDING SURCHARGE: X4 .50 f 0712 12/14 9710. TOTAL 1152.78,,> .:, rnA'n c r:r t•kzeA1'*•A.itA*:k' **1••h • h * ***AA *I:e: lA ir :4 GI i i: tlt '1 Is+1 .,1..Fl. 141+ i it.Hrs ,m .,..1;,: * :F.* :it 1,4 •k 'k, A k it * * h.* k vic A A. 4 s't A ,c k * * * ie is Al �k -k :t •A k A h .l :1 :- 1r:t :1 :1 it ,t '.1 :l * h 1e 16'114tirii 1 ' :1!1!111[ %r` 1: k'ati1/V'+tt1 '1.1incturit r i n t, tl N : v i. 2 I Vitt V1! .1. ;? , ;} . Icf t fl't, 't< 1 tl', ex I1Oa , : t iitCt; Id t, t; •V 1 t 1' f1: ; 191i 1iit. !L N to I I Qf 1l 1 1r 1' I- ti N•PId1 t 14Ct 6rAttuU ii l` I'V'Ue 1.)t :Nt * Ntti 0I:. a 0tiiI 1,t 1 1'1'I;i't.t`'1• `iti7e 'rlcl:' ;rcP'3Ur, JI .tfa .ii, '1 t f. ,'i44it't '.fear, :.1.1':s;:i .4tt H . 6, ki I ,Nityincrlt' t .. t� u 1 c,tal i '141..L. I'mr.s:i iJu :;k� y ' ■• 13 itIatice.�, l u :t..E } a 'ft *' i1' 7S *,7 'A' * 'k 't (' * ' * , 4 * * * 't' * * * 40 * 31 I., 4 %. * 4, * +1 A 4A Al 3' * /t * * * * * 4, iC * * **iv 'k * * '� * * 7l ':1 •f: '1C K A : * T 14,66 t E 00, () .4B.C. 1 0i;.,1 Q11 1411104.11) 1 .: QtIUi a+i;i t! :9 ii N L N K, i ;: rl t t, k k E,:a t, u 4 all N'r �'1�'4�v "ry e'��F r "� {•i - 7' T3 i!'t't{'�C7iK9 P Jec : Type of In fiction: �C "0 ► rl paro t l4 C () Address: Date Called: 1 \ 5 ? ) O S. g is 03 Special Instructions: Date Wanted: a.m. Requester: ( _ 1111 (( Ph (2o ne No:. Cv77 / 57 K Approved per applicable codes. Corrections required prior to approval. COMMENTS: L./ Approved / // (� S 2 .e'I. PA" el sif 4=4 "I- 7"2j"J ems! U f G� 1S illi .fi4' rr ✓^, 0,...,1-, f.,... 6ii �p A y, V ea likl7 al� l v � P C h e.e._< /, .0201 a6,Ss.p ,a4 q I� 1`'4, 4,1, of ,ii, lam, �� ,./.� „,--.40,9,--41- o ,.1.,,` .2 /1,/ 9,,, (9, ./4. - _ 5 4' �,,,/ )/,, pen bee,-/-, �� .. C ; ,C 7 �: 4....., ��.' �e, /� ,'ter' � .., " /G/. , ,4/•Q� yah l,e.I /l/ ,6 " 4014 f���, */' m --k- Div h �- L F2/-2a, Inspector: Q y-) Date: ? �� - INSPECTION RECORD Retain a copy with permit IN 'ECTION'NO. CITY OFTUKWkA BUILDING DIVISION 6300 So Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ri $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: �.?. 5.::. �i '- �.�il.. .. .�✓�� a.F , r kf i.:�7 1f,Lk'7'` ��w. �s? w .l.'::�/ro�:ntw.Y.4:il.L�.Y'nw' 1 U; VO ' co 0 ww J N U- u.1 gQ co =CS W Z � Z O I—; 11J uj, 2 p' O N:: 0 I- = W ' H % 9 - - o . . 0 z Ai.. -,-� INSPECTION RECORD Retain a copy with permit IN 'ECTION'NO. CITY OFTUKWkA BUILDING DIVISION 6300 So Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ri $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: �.?. 5.::. �i '- �.�il.. .. .�✓�� a.F , r kf i.:�7 1f,Lk'7'` ��w. �s? w .l.'::�/ro�:ntw.Y.4:il.L�.Y'nw' 1 U; VO ' co 0 ww J N U- u.1 gQ co =CS W Z � Z O I—; 11J uj, 2 p' O N:: 0 I- = W ' H % 9 - - o . . 0 z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Type of I pection: /j /94 Pro e5 11' 7Gf7 , 7 '3 /o(,1eC_ Date Calj d: C �-/ / — 03 Date W ted: _ Address:__ //55 .92 4v Special Instructions: Phon No: vir- 7 ,5/ 5 7 pproved per applicable codes. ( Jt' INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: 0V if PC4 S C nvN p ILA -e4 e m RYo c -Q 4r r i\-Pr v �w� CUv\ (( 4(JY V2 V‘+ v \. Oi_pckv (A4 ' t Y\ \A 1-PS.S 2 en GPs n� p it rkod l Inspector: <-3:>A19 RcuvA, Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. F 'a 'a�:•1;.5.�AYx'�t,�fitUri +LiwL�.4CrY}.]{L\R: `oii a6Na .kln l.. a ri: +xt • h:`? t; Z 0 0 J = • u. w O 2 = • 0 I- al ar- I-OI Z w 0 w Z rJ L I o • Z ' Uu z Pr Pr ect: I n (• k('7C � Type of Insp ction: , r (�l . t A )a //o ' A dress: 5 Y'L- Date called Special instructions: Date wanted: 2 � z� /c� z r� -nt-- Requester: /1a -ft- Pd owl hr-2, ■1' INSPECTION NO. 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit D24)00 -39, PERMIT NO. (206)431 -3670 ., Corrections required prior to approval. COMMENTS: 144:e.tt)(rte $47.00 REINSPECT! N fEE REQUIRED. at 6300 Southcenter Blvd., Suite 100. Receipt No: rior to inspection, fee must be paid II to schedule reinspection. Date: •I �,;' INSPECTION RECORD R etain a cop with permit INSPECTION' NO. I ° .r C ITY OF TUKWILA BUILDING DIVISION • ; 6300Southcenter Blvd, #100, Tukwila, WA 98188 Prot J ,.,,..1� I T pe o, J; s � ec ;on: l�� (1 ./ i .. - l °'ei.r.r�...ir / ESe Date called: 2 2l /vZ Special instructions: , Date wanted: ( .0.J �2Z. 1 b2 p.m. Requester: Phon ! COMMENTS: eceipt_ No: 1 0 REINSPECTION FE REQUIRED. Prior t99 insp 'Ion, fee must be paid 300 Southcenter Blvd., ite 100. Call to �thedule reinspection. D Corrections required prior to approval. PERMIT NO. (206)431 -3670 Date: // 2 Date: &ttYtl , ". "W . a..R "rF A j'.?cisJx.•..: +.w'i't.a.0 M.n�����f:tii4l,�ui':iylj t1n.Wt.iS14aY),i saatu:: d9Njr. Yils�t +�# 3.4�,kr.,?t :v," » 1:M�YdintiAS)nutnSt.ct1}� A(�. .4 &t h:'�' 6 JU; 0 O (0 0 V) W W =, J 1 W g Q = W H = Z I— O. Z w W U 0 ; O N 0 1- `. W 9 t —O U H=; 0 ~' Z �i P rt: ' � _ ill Type of Inspe 'or� w� .. � 'v{ A r ss: � r 3 Li a A.0 .s. Date called: 9 ( / Special instructions: J) -- p iegiaiz C,�Q.'`..., ' c1 7 t 4 7 Date wanted. a (O rri-i› !� . Request ,6 Px \ 1 70 0 2W INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION '6300 Southcenter Blvd, #100, Tukwila, WA 98188 Dzoao -37/ PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: do h`y us %G. /D /lJ f''?J /91--0(,) .Slt 244 payer ex.A/ ( h, — 1-/! Y 1� s /ee,S / rav s�ffF /;P_vCo 5 / ■ .00 REINSPECTION FE REQUIRED Pr) 6r to inspection, fee must be paid t 6300 Southcenter Blvd., uite 100. Call/to schedule reinspection. Receipt No: Date: Date: :. .'b'.i s1 '0..iaitTalc'�rskAASSIlV:i-}a 4/2"'i' `! . 4 '+sTSYi*:e ' 's`.�.:.. i4risi I - ,.. ,ta .• Yh?otidh'a'.'iSp:r�iiilkim4" .. rr rritl' ti�I .Y�+�4nCRW /iWi'.w5 } {.ANaud.Ni. 'e r ��': ia[ YaS66kSSM�#• t3�' n:' O. O ! 0 0 ; N 0 W W = 0 , . g a: N ors W Z � 1-0' Z Hf uj 0 N; o r-� w H CY LL w Z U N 0 z INSPECTION RECORD Retain a copy with permit INSPECTION NO. ITY OF TUKWILA BUILDING DIVISION 6300:Southcenter Blvd #100, Tukwila, WA 98188 Project a •Phr to Type of Inspection),ll • Date called: Date wanted: Address: Special instructions:.: _S Requester: a PhonaO _ 7 25 l0 0: Approved per applicable codes. &Corrections required prior to approval. COMMENTS 4n r S4u 1 A) 1 V -Y (\ A/ " C r p rO ct ( ()C SATCL 1* CC To!itnn. •regvt Y r v~r .� c7 v‘ kc o ra a-F .dam J)a r1� AvOo S U,D 4 1 v \-eA6+ Ont. e9res5 20h w A--L• (Jib w i 41\ 1M \ N Y1f o w s ! -4- 1R c. f_ Ct Date: 19 L_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: PERMIT NO. (206)431 -3670 4.0.60.14 biAibrx .,+:KC! -∎ aBtWL'arsfuU', anduk4'�J&9.a ..re{ ; . z n: 00 N 0. to w c LL w 0 : a : to = I- w I z � z o 2 0 o 0 1- t I 0 W Z ' 0 z nspector INSPECTION RECORD Retain a copy with permit INSPECTION NO. ITY OF TUKWILA BUILDING DIVISION 6300Southcenter Blvd, #100, Tukwila, WA 98188 1P000- 3q/ PERMIT NO. (206)431 -3670 pi Protect` g :tes) r1 PkU -Special instructions: Type ppf Inspection: f , 11PGtr wa i t ^( Date called: Date wanted: a.m. 02 p.m. Requester: LA Phone: Approved per applicable codes. laCorrections required prior to approval. COMMENTS :.... C\ 04.-e Lt 06-- A) GO r o r n -e V'l)r) GI S h Gt w wai he Own 5 - ` kr kot r(OcA)r cni�v� i,v � ` 2vicj r y e P 'Pxc t CO( Q1 7 Date: $47 00.REINSPECTION,gE REQUIRED. Prior to inspection, fee must be paid =at 6300 Southcenter Suite 100. Call to schedule reinspection. Receipt No Date: R�� +S.daN `tYixw irusY, �+ s :m2.l iJliC •J:y.i ! {f k?$W)Sti'fiYwn{w .h7tr Lruuasw3�4u svv -u .. > Dras ..r +» t AIA z ; W 2 . Ur U O to 0 W J W W 0 ; I I ' co o f _ uJ 0 LLI z P jec • �c- to r 4 4 e/ACC Type of In pection: mega W4 Il / filar . /mac ddress: Date ca ed• Special instructions: Date want // �'Z . . i/� Requester Mall rqii7),, Z Tn— (0123 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit ■ D2oco -y) PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 11 rc 3. t Date: 2 19 _ 02 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: iiak 4d w3nx!i1�i Y.."..t. .'4 u�WrFJ !'J�is1:'3:`.,.1..,,1, 4,.Y: ., I!, +!.A..ji '.',(•S � W : v to W co W W O, u_< �a H W ', z F— I H- 0 u j U o W W' H • I. I — 0 : Z , ON 0 Z P ct: Type of Inspection: iZ. A tr" 11f .) 6 } fit r- o 6,1 Address: 153 LIO Th Ad S Date called: d. - t3 - pecial instructions: Date wanted: 1 L - b Z a.m. p.m. ster: Reque im Air Phone: k�t; :vkr INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. £ acoo-g/ PERMIT NO. (206)431 -3670 Corrections required prior to approval. C COMMENTS: 0 .—CreN".-t,t,p c t nspec r: Date: .00 REINSPECTION F E REQUIRED. Pr' r to inspection, fee must be paid 6300 Southcenter Blvd , Suite 100. Call >�!o schedule reinspection. eipt No: Date: ciu";rnrs,!'= +LR+'a'ar,Jalsuil4J+sfta.lv`x.2 • .tr CANA..13730:61' Cd `H ttrv:,;'aii C.v 4u.;;Ii4 II co I— 0 Z � 0 N; w W w Z 0 X4 COMMENTS: i -r ' , , — - -•t-.- 0 `"- �3A`SF✓yr 4 :�i/t E S✓ O / ;c'e O Print' /Pt/6 s 8 - 7l /Fe4 d 25 ,4L. P)1 w7Bi't16 P26e7-2 idl el / PFAl/ R. Tr On s /5-/ `/a en' ,T AA / /2$+✓i i a4-7/ ;)■11.5 /Al /- / ,ef D /4' .r...1.4 .7 Requester A - 7'Fn/ / 7 2sl r/v/C. 5 )7/ 4 // / /0 J ---, / 772Ari !vi/ S %%r ?,,, l / • /r✓ ),/ 4,1- -1A44/(4 /4' / LQ P ect (r) ; --6 'Typle of•Inspero : . . 1 ffrr�� 6) d g " Date called: Special instructio §: i Date wanted: /1 0_ P.m. Requester A - Phone: OD 10 ' 7 i0 I23 Inspector: Receipt. No: INSPECTION: RECORD Retain a copy with permit INSPECTION NO: CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100,•Tukwila, WA 98188 Date: PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. l Ca ni -r• w A ^� 47.00 REINSPECTION •E REQUIRED. Pr .r to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call schedule reinspection. 1,4ettliia.st ral ki. vei l-dx^ 'tiP.'Xi'i },' .iAtA : j:i? r i';ex. i3 :`i,i�:'� - .:F:1<<t � A. „•„,..,,y ;+'G .."+. u \x:ir..W., -wt . e *ti•.,t.,r.a�.e�.nl,�:t,.�ft.'11 .;'+lui:�'oi1kA[,L..'aziQ ' Pr ' ct: ‘HPrrroP3 Type of Inspection: 1- Alt" , , %NJ -4. Address: 1 X3 ' -' t Date called: Q / 13 Special. instructions: Date wand: , l'l T a.m. p.m. Requester: J i A -14-- Phone: d INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 2.000_434 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 7 tn� 1 `11.".. ■ 4€r ( �`�j .,l i0 I �.c t tANAau CA 4 ' s L ;r�/s i ) .1 J ► c... }"1 — l( ector: 0 REINSPECTION REQUIRED. Priolto inspection, fee must be paid 300 Southcenter Blvd., uite 100. Call to hedule reinspection. Rec 'at No: Date Date: t cr .a- �w�4.;` . vYtU:M tacUhJsoiai4�.9KSSa:it�tSui.cif - �'' ,Jz'es,sa'" 1k.4,au,.+ai�:�tluwx�iwueR r ' «f�trwz111Ar;r.� wi „ar,.,��.v.<3v,Py UO; to W 0: W Z �[ O' O N; 'W 1-- U W Z • • U co. H ' z pproved per applicable codes. INSPECTION RECORD Retain a copy, with permit •'INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Address: l 1 5 3 D . 14U ' S Special instructions: Type of n: Inspecti / A c7; 641,1,6iNre/ P/0 Je r Date called: Date wanted: Requ 3 i97 Phone: COMMENTS: 7 /%4 /..-ettoZT -Z :06 Qua .la //4d .. ,if 2Ar mv' /deik .. c » /I ;/f /P,,Qe✓ 0 : Inkpector: .00 REINSPECTION E REQUIRED. !or to inspection, fee must be paid 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. f�eceipt No: Date: / ? - 3 - Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. ,. t:.h!riS..>,4uv4 .t >`�'. <`. 1�(4:Vra�l� .fs.au ">w'1,a..isi.z4J � "i,�kJ..�.�u.vi;.in•, - k,,ta..�l.`eaucta. J.�;a +.(' r, � . t 0 ) J 111 2 LL Q w o z ui w D O. O � w T w i • i l w Z F. _` O F" z Project.• /JH -lT4/U /? i= S- 6e 416,,,, Isp o T ectin: x pe of n ' Ra o f g ect i 47 0 /A /A / Address: // 6 3', U 0 /91/6 S Date call g�: Z ,.'1/6A s r Special instructions: 1d7 Date wanted: Z Requester: rye , 971 - Pf977 1) Ph ne: .06 -77 -6 > INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 bzouo -- 39 / PERMIT NO. (206)431 -3670 IY -Approved per applicable codes. gCorrections required prior to approval. COMMENTS: Sr1 gvietiFA °(./ .S J) A/PAD do-- A .66 J i i t [ 2u4r?/3 -d)17) g` X F21O ( (Ai/9i/ B ci i O 1t1a4 �� /M/r jo -) e - � D (AIM i .� n / /?4d Inspetto ) 2 14.4 ice,. $47.00 REINSPECT N FIE REQUIR at 6300 Southcent Blvd., Suite 100 Receipt No: Dam ^ 2 , _ / Prior to inspection, fee must be paid Call to schedule reinspection. Date: th A/4 :....rz ^_t:. zi.?x.-E .' '�.9a' 1 i:4 sv6'U.y z1vi .zttaitufzeg '`�s.tzukkvol 'L" ''`'s `' r " i xeA ..aura L: �:;ri ‘ y wa11 CC i t to 0 W W w 0 3 Z � I- 0 Z 1 U i0 CO 0I — ; = Vi 0 ' _ Z �.' 0 z Prgjoct: Type of Inspection: Address: /12442 S 137 ' ( Date called: 1 Z5) Special instructions: LO 1 ` . Date wanted: tt t t a.m. P.M. Requester: 3 o r t tivok.,0( p Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 7,006 171/4)1 PERMIT NO. (206)431 -3670 Corrections required prior to approval: COMMENTS: - 2-15/LP b .5 iiiht q:kAki c Co-i"&"1 t7 /tt�lw, -Ate. y A,e;, (JrR ) S C.d -e-i ID AAA-4. 11- `ukhRe p Lail 13, h' pi No/a- gi AA.) ) fktf i ould MJt ( L Inspector: -GO Date:, 1 15 1 °C) 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: 4,..14 04'.; Azresa9a:4ue t t 4 2-,b1 s,. ly AP "Ai h „.. ;Cat, :nw:a.ptdttfaia.. C rtYry aici.b.i'`Ui ,Y'a'r`stiwlw.a.6.sr,'.titJs..u.� fit, t�.iwds,y ,...a� « :,t� SM.�:'.; CITY 'F TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM CInO PRESCRIPTIVE APPROACH DEC 0 •- 2000 1 • HEAT SOURCE: � ` �` (gas, oil, propane, heat um electri ORMITCENTER 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed rresi al design calculate the glazing area as % of the conditioned floor area. dential design and 3 CHECK PRESCRIPTIVE OPTION: Glazing option at top of column. (See back of this sheet) percentage will determine which option to choose. Mark WINDOW SCHEDULE LAZING /SKYLIGHTS BY TYPE 1 11131111=111111111111 IIIIIIII 113=11 1111111111111111111111111111111111 Min IMIII IMMIIIIMIIMINIIIIIII MAIM 11111111111111111111111111111111 1111111111111111111 /v ///111111111111111111111111111111111111 MgMl111112111111 S wGH Iramm TOTAL NG ARE (add entire column) ai M TOTAL GLAZING AREA ENRGYCOD.DOC 2/13/97 S.F. - TOTAL CONDITIONED FLOOR AREA 2 S.F.x100= The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. 1-1-15 z w : 0 iu w W • u. J d Z F 0 z w U 0. w = -, I- LL. Z }• U- 0 ❑ 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 .n - /2C, f 2e G. FwA BATHROOM FAN 50 CFM • ,.- ,j -SD ge9 eFP BATHROOM FAN 50 CFM i i 7c c F1A4 BATHROOM FAN 50 CFM / 1 *9 6- / t /4,7 LAUNDRY FAN 50 CFM / t /C" 6F /.+,i ❑ WHOLE HOUSE FAN* 0 50 CFM (1-2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) 0 100 CFM (4 BEDROOMS) El *Whole house fan also serves as a kitchen or bath spot fan: 0 YES ® 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 0 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. 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: CXYES 0 NO 1®. 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. El Mechanical ventilation fan ducts shall, be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): O Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. O Overall living area: One wall port as specified for bedrooms. OR: ❑ Central forced air furnace which delivers outside makeup air through the ducting system. ENRGYCOD.DOC 2/13/97 CITY Ol TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #: 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. z 1 6 U O. Co a W I CO IL W J u. a; a. • F Z �! .H O` U u) O - ; D H; W W Z Cu O ~. z. * < two stories R5 foam sheeting required in addition to R1 cavity insulation. 2 Glazing trade -offs may be made if the Op on U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this choice. Notes: ENRGYCOD.DOC 2/13/97 r CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I t z 6 U_ 0 0. CO o W = . J 1— w 0. I I ' N i 0 H: , w U - O ' Z. ui co z ENRGYCOD.DOC 2/13/97 CHAPTER 6, PRESCRIPTIVE OM IONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I 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 Ceilin with attic. vaulted Walls above gra de.; below grade interior ; :' Glazing max: of floor >' -value Door U-value v Floor Sl ab'on grade HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) TI OPT I O OPT II O > .78 12 0.65 0.40 (R- 2.5). 0 21 % 0' : 0.75 0:40' (R-2.5) OPT IV OPT V 0 >'.74 21% 0.60 0.40 (R-2.5) OPT VI 0 OPT VII* 0 * < two stories ' The " >" symbol means more than or equal to; " <" means less 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: • z ` re w 6 v. CO 0 W u.. CO w (1 g a d . . z � O g. al la 2 De o � w w: = w z N ' z FALL ARCHITECTURAL STUDIO 9607 39th Ave. S.W. Seattle, WA 98136 (206) 935 -2240 (office / fax) falarcecnw.com February 21, 2002 Matt Patton RE: Structural Corrections Mr. Patton: Good luck on completion of you house. It's been a pleasure working for you. FAX NO. : 2069352240 Feb. 21 2002 04: 47PM P1 RE U P AI TM CF VED BU LuNNG EPARTMj As we discussed on site today, there are a few structural improvements that I would like you to make in order to make up for minor deficiencies caused by a window opening change in the Dining Room. Please Improve the inside of the west wall at the Dining room as well as the west face of the east wall in the Kitchen with typical sheathing (7/16" o.s.b.) nailed w/ 8d nails @ 4" o.c. at the panel edges (blocked) and 8" o.c at panel field areas. Also improve the basment wall in line with the Kitchen wall in the same way. These improvements will increase lateral integrity of the western main floor portion of the building against earthquake and wind forces. Matthew Patton 11535 40th Avenue South Tukwila, WA 98168 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit Application No. D2000 -391 11535 40th Avenue South Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D2000 -391 Bob Benedicto, Building Official • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension on to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to August 19, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 January 7, 2003 Matthew Patton 11535 40th Avenue South Tukwila, WA 98168 RE: Permit Application No. 02000 -391 11535 40th Avenue South Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit,, or if the: building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow. the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to February 25, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, �LGct� Stefanie Spencer Permit Technician Xc: Permit File No. D2000 -391 Bob Benedicto, Building Official City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. it 1. 444ted .1 r2..ava 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Ix U C.) O .'fn I CAW! W . u_ d `_ Z 1- W u1 2 W w ; F V 0 U N 0 Z City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila WA 98188 RE Permit ApplicatioriD2000-391 & M2000-275 Thanks: Matthew Patton I would like to take this opportunity to ask for a one-time extension of my permits, listed above. I am now building out of pocket, & solo. I'm very close to completion, but way behind on my projected schedule. I am basically down to trim work, final completion of my custom iron railings, (which are extremely time consuming), & a little mechanical tie in. The only reason I won't make my final inspections is I am getting married & leaving on my honeymoon. I expect to have all inspections final by October RECEIVED CITY OF TUKWILA AUG 0 0 2002 PERMIT CENTER July 2, 2002 Matthew Patton 11530 40th Avenue South Tukwila, WA 98168 Department of Community Development Steve Lancaster, Director RE: Permit Application No. D2000 -391 11535 40th Avenue South Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to August 25, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D2000 -391 Bob Benedicto, Building Official Steven M. Mullet, Mayor tuu..w,a3i•uJ� "�. •.•• ^.tlY�.''tl.Y.cr ' � Lrx:«25.,LLn '.:Y4 •,• 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 c� 0 ; co 0 i . CO 11J: t NIL :, W Oi • Q • 3 F— W 1- Z F- 11J w 0 N1 ;0 H W l z t =4 0 F"': Matt Patton & Arlene Adamos 11535 40th Ave. S. Seattle, WA 98168 RE: framing revision Matt, Enclosed find reproducibles for sheets A2 & A4. Revisions are "clouded" on the drawings and described in the titleblock for easy review. Also included is a beam calculation for the new Kitchen opening. Copy these and submit to the City of Tukwilla as required. Call with questions. Let me know if I can be of further assistance. FALL ARCHITECTURAL DESIGN 9607 39th Ave. S.W. Seattle, WA 98136 (206) 935 -2240 (206)909 -3283 7/16/01 CITY Of TUKIVItA APPROVED OCT -22001 AS NOTED !BUILDING DIV SIC*1 (0 W 9I w o . .��W z � ; � fit o f ;DF-' ,W W • :W a' ADAMOS B1 Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 2793 2- 11116x 9 -1/4 2.0E TJ Parallam® W.S. PSL BASE Fb = 2900 ADJ Fb = 2985 Min Bearing Area R1= 4.3 in R2= 4.3 in RIM @ KITCHEN Date: 7/16/01 BeamChek 2.2 Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl 11.0 ft 7.77 # 85 # 7680 '# L / 240 Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Defl 2793 # 2793 # 2793 # 2401 # L/280 Section (in Shear (in TL Defl (in) 38.32 30.87 OK 81% 24.86 12.42 OK 50% 0.47 0.55 OK 86% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Base Values Base Adjusted 2900 2985 290 290 2.0 2.0 650 650 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.029 1.00 1.00 BeamChek has automatically added the beam self - weight into the calculations. Uniform TL: 500 = A Uniform Load A SPAN = 11 FT Uniform and partial uniform loads are lbs per lineal ft. R2 = 2793 Crn�� �A OCT - 2 2001 AS P O1 ED BUILDING DM51 1 January 8, 2002 Matthew Patton 11535 40th Avenue South Tukwila, WA 98168 RE: Permit Application No. D2000 -391 11535 40th Avenue South Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to February 18, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Stefanie Spencer Permit Technician • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection Xc: Permit File No. D2000 -391 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206-431-3665 JU •U O co W Z 1—! L W O. 2 u_ d pi .. LIJi Z I ' 0:1_; W mi 11 - r o Z 0 0 , Z Revision • No. Date Received Staff I Initials I Staff I Initials Date ' Issued Staff Initials Summary of Revision: 9 —d / —a/ Received By: 1 Xff I / 9 -t _D/ 6) Summary of Revision: f Received B . /�i. Revision No. Date I Received Staff I Initials Date Staff Issued Initials 1 Summary of Revision: Summary of Revision: • Received By: Revision No. • I Date Received Staff Initials Date i Staff Issued I Initials Staff Initials Summary of Revision: Summary of Revision: Received By: Revision No. Date I Received Staff Initials Date Issued Staff Initials • —. Summary of Revision: Received By: Revision No. Date Received Staff Date ! Staff • Initials Issued Initials I Summary of Revision: Received By: PROJECT NAME: Aalf , '�/�� � "e4>. PERM NO:.. f��" 39/ Site Address: / /j i/U ale f _ Original Issue Date: /,2 is - 7 REVISION LOG (please print) (please print) ' please print) ACTIVITY NUMBER: D2000 -391 DATE:' 9 -2101 PROJECT NAME: MATT PATTON RESIDENCE SITE ADDRESS: 11535 40 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: B ild g Division IV 101-o\ Public Work n5 q&_ c DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ri \PRROUTE.DOC 5/99 PLAN REVI /RdUTiNG SLIP D Fire Prevention v ita 4 -2 -mot Structural Approved I I Approved with Conditions REVIEWER'S INITIALS: 7 Comments: TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: frit Planning Division 1 /tt Permit Coordinator DUE DATE: 9-25-01 Not Applicable ri No further Review Required DATE: APPROVALS 0 CORRECTIONS: (ten days) DUE DATE 10 -23 -01 Mr. lle1 /,9941 %' 1+wf..........AMTF9Mn^gawamwnwf.vXV.M..zu. 01∎.0 w1.ea✓_x4.v.., M Not Approved (attach comments) [1 DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: N ACTIVITY NUMBER: D2000 -391 DATE: 12 -04 -2000 PROJECT NAME: PATTON RESIDENCE SITE ADDRESS: 11535 40 AV S SUITE NO: XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Buildln'vision kl � ° (i +O Pu ic orks Lail I X2 WitROUILIMC Mr) PLAN SLIP Fire revention k'f 1t- °° Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: n APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: Planning vision 12-5'0) Permit Coordinator DUE DATE: 12 -05 -2000 Not Applicable n Comments: No further Review Required n DATE: DUE DATE 1- 2 -2000 Not Approved (attach comments) I I DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: rt w! U; 00 coo cow w= cow w 0 > g Q; w z zo 2� U O i0 N I- 2 w V ut Z Revision submittals mist be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ' G-/ 4! City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Response to Incomplete Letter # Response to Correction Letter # Revision # / after Permit is Issued Project Name: ///4/A 1L E �/ Project Address: /� 5�` %x' / ,lit e— Contact Person: Summary of Revision: 4 6,4 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on * -7 / of Plan Check /Permit Number: '— o ��Od 39/ Phone Number0-t) RECEIVED CITY OF TUKWILA SEP212001 Part A: (To Be Completed by Applicant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: � het.e..) 4 Phone 7'E -- / Z 3 Property Address or Approximate Location: /_ 9 — 7t; trud , /4 i,t4f � $ /�_ga__ . Legal Descriiption(Attach Map and Legal Description if necessary): Ax Lor 0 "73gl(, 0 -G /e4 CITY REC OF IVED ll.q LO / 9 V�ies-,d :Lab_k•cfaz /2r DECO `'- 2000 Part B: (To Be Completed by Sewer Agency) ❑ Sewer Service will be by side sewer connection only to an existing size sewer 1 a. provided feet from the site and the sewer system has the capacity to serve the proposed use. OR 154 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 1 IN (3) other (describe): Co►-+- l foie.fi • o L., of 4 Oi.s -i c e'tir - , n tie d fo r SvWi Psi 6V- of rt,c'C/ pia 2 (Must be completed if 1.b above is checked) 52 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 IN 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: a. District Connection Charges due prior to connection: SFC: $ UNIT: $ TOTAL: $ GFC: $ (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 Other: c. 1 "WORKING TOWARD A BET i..R ENVIRONMENT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY ❑ Certificate of Sewer Availability 1 I. 1 SEWER DISTRICT / 14816 Military Road South P.O. Box 89550 Tukwila, WA 98168 Phone: (206) 242 -3238 Fax: (206) 242 -1527 H-I OR ❑ Certificate of Sewer Non - Availability I hereb certify that the above sewer agency information is true. This certification shall be valid for one year fro date of signet e. Title Date w o o co w uj J w0 u_ j _ Cy I _. Z 1— ' w U0 O N 0 1- :' w w ' LI 0 lad F_- = 0 Z GENERAL f STRUCTURAL NOTES 1.0 GENERA 1FESE S1R CTUtA. NC'T.S SUPPLEIE',' 1IE SPECM►IMS. ANY NANCY FOLIC AMONG' If DRRANINGS, SPECFICA*:ONS, RESE AIMS. AND of STE CODITIONS SHALL 9E IEKFVty TO 14E X"S>GN:R. II,C SHALL KC' SUCH DISCREPANC N WING. ANY NON OO►E BY M (CONTRACTOR AFTER DISCOVER JF 5*> DISCREPARC' SHALL BE DONE A- THE CONTRACTORS 119( Of CONTRACTOR SHALT ARIFY NO :NA'E Dopisors AMONG Al. OPAWw, MGR 'C PROCEEDING MTV Ale IIORx OP FABRbCATlON THE XNTRAC'OR S RESPONSIBLE FOR ALL BRRACNG ANC SHORING DURING CONSTRUCTION 1.1 CODES ALL METHODS. MATERIALS AND NORKMAN94 SHALL CONFORM TO THE REQURRE BENTS OF 11E CITY of TJK*t.LA AND THE 1997 UVIFORh1 BULDNG CODE AND THE WASHINGTON STATE ENERGY CODE 1.2 DESIGN CRITERIA A. UVE LOADS ROOF SNOW, FLOOR RES EXTERIOR BALCONIES 6. LATERAL LOADS: ALLOW 33 -1 /3X INCREASE IN STRESSES FOR WIN; AND SCiSMK; FORCES. LATERAL FORCES ARE TRANSW"ED BY DIAPHRAGM ACTON OF THE FLOORS - 0 SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO THE FOOTINGS, NIIERE ULTIMATE DiSPLACEIENT IS RESTED By PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH. OVERTURNING Is RESISTED BY THE DEAD LOAD OF THE STRUCTURE 1. WIND: EXPOSURE B. BASIC WILD SPEED = 80 M.P.H., PER UBC 2. SEISMIC - ZONE 3 PER UBC (ZIC/Rw)xW=V : Z= -0.30 1 =1.00, C=2.75, Rw=8.00 V =0.14W (DEAD LOAD OF STRUCTURE) 1.3 SOILS BEARING CAPACITY: 2000 PSF 2.0 SITE WORK 2.1 EXCAVATION EXCAVATE AND PLACE AUGER CAST PILINGS ACCORDING TO THE SOILS REPORT. EQUIVALENT FLUID PRESSURE: ALLOWABLE END BEARING CAPACITY: 2.2 BACKFiLL AND COMPACTION 25 PSF 40 PSF 60 PSF 350 PCF (ACTING OVER 2 PILE 0) Kg (KIPS PER SQUARE FOOT BACKFILL SHALL NOT BE PLACED 'UNTIL AFTER THE REMOVAL OF ALL FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL AS DESCRIBED IN THE SOILS REPORT AND AS DETAILED. IN AREAS UNDER SLABS AND FOOTINGS, MATERIAL SHOULD BE PLACED IN 12 -INCH UFTS (LOOSE) AND COMPACTED TO AT LEAST 90% OF UA..IMUM DRY DENSITY AS DETERMINED BY AASHTO COMPACTION TEST. PROCEDURE T -180. THE FILL SHOULD BE UNITED TO CLEW, GRANULAR MATERIAL_ 3.0 CONCRETE 3.1 GENERAL ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS FOR 'ULTIMATE STRENGTH TYPE CONCRETE', PER AO 301, 'SPECIFICATIONS FOR STRUCTURAL. CONCRETE FOR BULDNG." PROPORTIONING OF INGREDIENTS FOR EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDL OVEN :N AO 301. PLACE CONCRETE PER AO -304 AND CONFORM TOE AO- 604(306) WINTER CONCRETING AND Aa- 605(305) FOR HOT WEATHER CONCRERNG. CONCRETE SHALL 'E PLACED TO AVOID SEGREGATION, HONEYCOMEING OR POCKETS. USE INTERIOR MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM FREQUENCY. DO NOT OVER- VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING. PROVIDE ENGINEER WTH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR HIS APPROVAL. OR USE JOINTS AS SHOWN ON THE DRAWINGS. ALL TIES AND ANCHORS SHALL BE CUT OFF FLUSH WITH THE SURFACE; SURFACES WHERE EXPOSED SHALL BE SMOn'H AND FREE FROM IRREGULARITIES. 3.2 STRENGTH PROVIDE A 5 SACK CEMENT PER CUBIC YARD OF CONCRETE FOR 2000 PSI COMPRESSIVE STRENGTH: TWENTY - EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE: SLABS ON GRADE : 2000 PSI; MAX SLUMP 3` {UNSUPERVISED) FOOTING & WALLS: 2000 PSI; MAX SLUMP 4" (UNSUPERVISED) THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF POZZOUTH IS ADDED TO ALLOW HIGHER SLUMP AND GREATER WORKABIUTY WITHOUT CHANGING THE WATER CONTENT OF THE ORIGINAL MIX DESIGN. 3.3 MATERIAL - CEMENT, WATER & AGGREGATES PER ACI 301 A. CEMENT MUST CONFORM TO ASTM 150, TYPE OR TYPE II. ENGINEER'S APPROVAL IS REQUIRED FOR USE OF TYPE III CEMENT. B. WATER TO BE CLEAN AND POTABLE. C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM -C33. PARCEL 0183: 734060 - 0183 -00 PARCEL 0184: 734060- 0184 -09 LEGAL DESCRIPTION PARCEL 0183: Lei 9 OF THE RIVERSIDE INTERURBAN TRACTS: THE NORTH 81 FEET OF THE SOUTH 391 FEET LESS THE COUNTY ROAD PARCEL 0184: LOT 9 OF THE RIVERSIDE INTERURBAN TRACTS LESS THE SOUTH 391 FEET • 3.4 MA'ERIAL - 'WATER RTYJC1101 & AIR 91TRAJ411EA T A. WE; AEDUfCWIGG ADadicIT.IES: IAA" =Valk 'C AS111-0494, PQZIQ;114 34401. 0 OZZOU744 10011t OR PQ,M" 123E POTZOLITM SHAW, BE INCORPORATED WO ALL O AMIE A E.L4C' ACCCODANCE 1•11^ 144E auNUFAC-_RER"S OISIR,CIONS 's"WIERGGI o PEtif"AMMICE SYSTOor CCNCRE!E JSNG PaZZO -'w AatfI. S '0 PRODUCE FOD1I+_LE CONCRETE MAY BE USED tr'w THE ENI2IEFRR'S APPRO'rAi ADM[XPfES NC DOSAGES 1!L rARY OEPEtONC OR C LAIATC 6AI' 1TQ115 AND 'Ic OOk1RACTOR'S JOB9TE RECUREMHENTS MA)aNM SLUMP FOR "SYNIERG[2ED PERFOFb1ANCf SoSTOIS" CONCRETE Si A.. NOT Ex= 6' USE M ACCORDANCE NTH YANLIFACR/ER'S REOdA 1CA1IOIS Q ANR ENTRAMRENT: CONiO01 TC ASTI► - AND ASTM-C444, As-AE-1) BY IWIASTE R ALDER (N1RAIP 52 +/- 121A BY MOEUIE * ALL EXPOSED ooNC BETE C. OTHER ADMDCTURE NO OTTER ADI/XTLfES PEPOTTED UNLESS PR10R APPROVAL 4 GIVEN r 1FE ENGIEER 3.5 REINFORCING STEEL PETAL., FABRICATE ANC PACE PER ACH -3'5 WIC AD -316. SUPPORT REINFORC T WITH APPROMM CHARS. SPACERS, OR TES A. STEEL REHFORCEND4T SHALL BE MEW, WOWED BLLET STEEL. WINO AVM STANDARD 'A' 615 -68; GRADE 60 FOR f5 WC LARGER BARS, EXCEPT AS NOTED; GRADE 40 FOR #4 AND 91KLER BARS. SHOP DRAWINGS SHALL BE MARKED ACCORDINGLY ANC SUBMITTED TO THE ENGINEER FOR RENEW KKR TO FABRICATION. GRAD: 60 REBAI SHALL NOT BE BENT I, FELD AFTER RACING. B. REIIFORCOENT N ALL WALLS. SLABS, AND FOOTAGE SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS FRONDED. BOTH VERTICAL AND HORIZONTAL_ C. LAPS ALL TENSION SPLICES ARE ACCORDING TO AO 318 -83, CLASS C MC ALL OOI1PRESS1ON SPLICES ARE 30 DIAMETERS. JN.ESS NOTED OTHERWISE D. TRN REIFORCLNG: AROUND ALL OPENINGS SHALL BE A MINIMA 1 -#5 TOP AND BOTTOM, EXTENDING 2'-6' BEYOND OPENING AT EACH CORNER. SEE TYPICAL DETAILS. E WELDING: TAO( NEIDNG OF REBAR IS NOT PERMITTED U*.ESS CALLED F. MINIMUM REINFORCING: WHERE RENFORCEMENT IS DRAWINGS, THE "BUILDING CODE REQUIREMENTS CONc ETE' (AD 318 -83) SHALL SE REFERRED REINFORCEMENT. G. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS FOLLOWS: 3' CONCRETE DEPOSITED AGAINST EARTH 2" CONCRETE DEPOSITED AGAINST FORMS BUT EXPOSED TO EARTH 1 - 1/2 TO TIES IN COLUMNS, AND TIED REBAR IN WALLS 1 -1/2' FOR BARS IN SLABS ON GROUND H. WELDED WIRE FABRIC: ASTM -A185 AND ASN-A82 L DEFORMED BAR ANCHORS: ASTM -A496 4.0 CARPENTRY 4.1 ROUGH CARPENTRY ALL 2x FRAMING LUMBER SHALL BE STUD GRADE HEM -FIR FOR STUDS AND STANDARD OR BETTER FOR PLATES OR AS SHOWN ON THE DRAWINGS OR BELOW. ALL 2 LUMBER SHALL BE KILN DRIED (KD) OR SURFACE .iGE (SD). EACH PIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST WMBER INSPECTION BUREAU SHOWING GRADE MARK OR APPROVED EQUAL. OTHER MATERIALS AS SHOWN BELOW 2x & 3x STUDS - STUD GRADE HEM -FIR 2x JOISTS - #1 HEMLOCK RR 4 x 4 E 4 x 6 COLUMNS - #1 DOUGLAS FlR 6x HEADERS - #1 DOUGLAS FIR 4x HEADERS - j2 DOUGLAS FIR ALL EXPOSED MATERIALS OR MATERIAL IN CONTACT WITH Cr :PETE SHALL BE PRESSURE TREATED. 4.3 CARPENTRY HARDWARE A. BOLTS SHALL BE ASTM A -307. B. WASHERS SHALL BE MALLEABLE IRON WASHERS(UIN). C. NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANURACTURER ONLY. D. LAG SCREWS. SHEAR PLATES - SEE NATIONAL DESIGN SPECIFICATION. E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, TECO, BOWMAN OR OTHER ICB0 APPROVED. F. PROTECTION HARDWARE EXPOSED TO WEATHER OR TO VIEW OF IN UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED. 4.5 GLUE - LAMINATED TIMBER ALL STRUCTURAL GLUE - LAMINATED TIMBER, MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH VOLUNTARY PRODUCT STANDARD P.S.56 STRUCTURAL GLUED LAMINATED TIMBER', AND ALL MEMBERS SHALL BE MARKED WITH A QUALITY MARK THEREOF. ALL PUES SHALL BE DOUGLAS FIR COAST REQON. CAMBERS ARE AS SHOWN ON THE DRAWINGS. ALL MEMBERS SHALL BE OTHER COMBINATION 22F -V4 (SIMPLE SPAN) OR 22F -V8 (CANTILEVERED OR CONTINUOUS SPAN) AS APPUCABLE ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHAL. BE CLUED WITH WATERPROOF ADHESIVE PER P.S. 56. ARCHES SHALL BE COMBINATION 24F -V8 AND HAVE EXTERIOR GLUE, ARCHITECTURAL GRADE. 5.0 MISCELLANEOUS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOP WALL OPENING, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN. TAX ACCOUNT N UMBER LOT C0 VERA GE NOT SHORN ON FOR REINFORCED TO FOR PROPER SITE AREA: 15582 SF MAX. ALLOWED COVERAGE (35 %): 5,454 SF PROPOSED COVERAGE: HOUSE (W/ POROHS): GARAGE: TOTAL: SITE AREA: HOUSE FOOTPRINT DRIVES. WALKS & PAVING: TOTAL: PERCENT OF LOT: 1767 SF (11.4%) 1250 SF (8.0 %) 3017 SF (19.4%) 15582 SF 1767 SF 22 SF 4037 SF 26 % 5.1 PROJECT NOTES • II€I sow NO spEOFICALLY CALLED OUT r, MUM TO CIAPLEIE 114E PRQEC -. 'T %Aa. BE OF 1 44E EST MA/MILS UI1C IONGMAN94P 2 CONTRACTOR Sltw.. TALE ALL NEOESSAP PfECAU1101UQY tEASLI Es TO PROTECT 144E PUBJC ANC ACJiACENT PROPERTIES FROM DAMAGE NROUGHOU' CONSTRUCllOII. COIIRAClOR ASSIMES ALL UAOLTY FOR DAMAGES INCURRED DURING CONSTRUCTICII 3. CONTRACTOR SHALL ESTABLISH ANC LEAFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL. MD PLUG WITH APPROPRIATE TRADES. 4. CONTRACTOR SHALL PRONDE ALL NECESSARY TEMPORARY BRACING, SHORING. QUYNG OR OTHER MEANS TO AVOID EXCES9WE STNS ANC TO HOLD ALL STRUCTURAL ELENETS N PLACE DURING (2ONSTRUCTION. S ALL COMPONENTS. EQUIPMENT, ETC.. SHALL BE NSTAUED PER MANUFACTURERS PRINTED RECOMIE'CARONS 6. THE STARING OF WORK BY ANY SUBCONTRACTOR SMALL BE CONSIDERED RNA FACE EVDENCE THAT HE HAS INSPECTED AND ACCEPTED ALL CONDITIONS INVOLVED N HIS WORM AND ENDS THEM SATISFACTORY. 7. FRAMING CONTRACTOR SHALL VERIFY ROUGH OPENING SIZES AND DETAILS FOR DOORS, WIDOWS, EXHAUST FANS AND VENTS. 8. PROMOS III. 24' NFS MATERIAL AROUND ALL FOOTINGS. 9. PROADE MIIMum COVER AT ALL FOUNDATION FOOTINGS PER NOTE SECTION 1.2 10. ALL BEARING POSTS AND WALLS SHALL BE CONTINOUS TO FOUNDATION AND OR INSTALLED WITH SOLD BLOCKING AT INTERMEDIATE FLOOR FRAMING. 11. INSTALL CONTNOUS 4' PERFORATED DRAIN T1E (FABRIC WRAPPED) ALONG ALL FOOTINGS FOR HABITABLE CRAWL SPACES OR BASEMENT AREAS UNLESS NOTED OTHERISE ON PLAN. 12. PROVIDE A GRIPABLE HA/ORAL MAX. 2 DIAMETER FOR STAIRWAYS ON AT LEAST ONE 9DE. RETURN ENDS OF HANDRALS OR TERMINATE N A NEWEL POST. HANDRALS SHALL NOT BE LESS THAN 34', NOT MORE THAN 38 ABOVE THE NOSNG TREAD. 13. MA)OMUM SILL HEIGHT OF EGRESS WINDOWS IN BEDROOMS SHALL BE 4e ARV. FINISHED FLOOR. PROVIDE AT LEAST ONE WINDOW WITH A MINIMUM OF 5.7 SF NET CLEAR OPENING, WITH A MINIMUM OF 24' HEIGHT AND 20" IN WIDTH OR EXTERIOR DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE FROM BASEMENTS AND FROM EVERY ROOM USED FOR SLEEPING PURPOSES. 14. INSTALL CEMENTOUS BOARD AS SUBSTRATE FOR ALL TILE IN SHOWER AND TUB ENCLOSURES, FLOORS, WALLS, CEIUNGS. 15. VENT DRYER TO OUTSIDE, VENT DUCT F.OMBINED TOTAL DISTANCE NOT TO EXCEED 14' -0' WITH 2 EACH 90 DEGREE ELBOWS. 17. HEAT PRODUCING APPUANCES SHALL BE REQUIRED TO HAVE SIESMIC BRACING INSTALLED PER UBC 504(b) 16. LIMIT THE OPENING AT THE STAIR GUARDRAIL FORMED BY THE RISER, TREAD AND BOTTOM ELEMENT OF THE GUARDRAIL SUCH THAT A SPHERE 4' IN DIAMETER CANNOT PASS THROUGH, PER UBC 509.3. 18. ALL HOSE BIBS SHALL BE ANTI - SIPHON FROST FREE Io 24' ABOVE GROUND. 19. PROVIDE GROUND FAULT INTERUPTED RECEPTACLES (GFI) IN GARAGE AND WITHIN 6' -0' OF KITCHEN AND BATHROOM SINKS. PROVIDE GFI RECEPTACLES WITH WATERPROOF COVERS AT OUTDOOR LOCATIONS. 20. APPLY FOUNDATION INSULATION AGAINST COLD SIDE OF FOUNDATION WALL OR AS OTHERWISE SPECIFIED. 21. PROVIDE APPROVED CLAD FLASHING AND COUNTER FLASHING FOR EXTERIOR OPENINGS AND ROOF - WALL TRANSITIONS. 22. PROVIDE AN APPROVED WEATHER - PROTECTIVE BARRIER UNDER WOOD SIDING "TYVOL ", PERFORATED FELT, OR APPROVED EQUAL 23. PROVIDE CONTINOUS 6 MIL. VAPOR BARRIER. TAPE AU. SEAMS AND PUNCTURES TAB ALL INTERIOR TO EXTERIOR WALLS AND CEIUNG WHILE FRAMING. 24. PROVIDE CONTINOUS 6 ML. VISQUEEN VAPOR BARRIER THROUGHOUT ALL CRAWLSPACE AREAS OVER FINISH CRAWLSPACE GRADE AND EXTEND UP INSIDE FACE OF EXTERIOR FOUNDATION WALLS. 25. PROVIDE MIN. 2' CLEAR ABOVE ATTIC INSULATION FOR VENTILATION. 26. PROVIDE SMOKE DETECTORS ALL LEVELS, WIRE IN SERIES 'MTh BATTERY BACKUP. UL110 AS PER UBC BUILDING HEIGHT BASE HEIGHT: PITCHED ROOF: TOTAL ALLOWABLE: PROPOSED: +30' +5' +35' +33.7' IMPERVIOUS SURFACE SHEET INDEX Al SITE PLAN; LEGAL DESCRIPTION; NOTES; A2 FLOOR PLAN; DOOR /WINDOW SCHEDULE; SYMBOLS A3.1 BUILDING ELEVATIONS A3.2 BUILDING SECTIONS; BUILDING ASSEMBLIES A3.3 DETAILS A4 STRUCTURAL PLANS C (0 O io CN 5.2 STORMWATER CONTROL NOTES 1. TEMPORARILY STABIUZE ALL SOILS DURING CONSTRUCTION, INCLUDING STOCKPILES WITH ONE OF THE FOLLOWING METHODS; E1.10 TEMPORARY SEEDING, E1.15 MULCHING AND MATTING, E1.20 CLEAR PLASTIC COVERING AND E2.20 DUST CONTROL ALLOW SOILS TO REMAIN UNSTABIUZED FOR A MAXIMUM OF TWO DAYS FROM OCT 1 TO APRIL 30, AND FOR SEVEN DAYS MAXIMUM FROM MAY 1 TO SEPT. 30. 2. PERMANENTLY STABIUZE ALL SOILS FOLLOWING CONSTRUCTION WITH ONE OF THE FOLLOWING METHODS; E1.35 PERMANENT SEEDING OR E1.40 PLANTING, OR SODDING PER DCLU. 3. PREVENT THE TRANSPORT OF SEDIMENT FROM THE SITE WITH ONE OF THE FOLLOWING METHODS; E3.10 FILTER FENCE (DETAILED), E3.15 STRAW BALE BARRIER, E3.2C BRUSH BARRIER, E3.25 GRAVEL FILTER BERM, E3.40 SEDIMENT POND, OR E3.35 SEDIMENT TRAP. VERIFY THE METHODS NOT DETAILED IN THE DRAWINGS WITH DCLU. 4. PREVENT THE POLLUTANTS INTO STORMWATER DURING THE FOLLOWING CONSTRUCTION ACTIVITIES; C1.10 PESTICIDE CONTROL, C1.30 HANDUNG PETROLEUM PRODUCTS, C1.30 NUTRIENT APPLICATION, C1.40 SOUR WASTE DISPOSAL AND C1.50 USE OF CHEMICALS PER DC U. 5. UNIT VEHICLE ACCESS, WHENEVER POSSIBLE, TO ONE ROUTE AND STABLE ACCESS POINTC ACCESS POINT. COMPLY YAM CONTROL METHODS E2.10 STABIUZATION CONSTRUCTION ENTRANCE, E2.15 CONSTRUCTION ROAD STABILIZTON PER DCLU. 6. MAINTAIN EROSION AND SEDEMENT CONTROLS TO CONTINUE INTENDED FUNCTION. O PREVENT SEDIMENT IN ALL STORM DRAINS AND DITCHES WHICH RECEIVE RUNOFF Ln FROM THE DISTURBED AREAS. PROVIDE STORM DRAIN INLET PROTECTION E3.30 PER DCLU. e g z � CT) CV oo /- 94.6' x 23' -0" 96.50'-\ PI O T PLAN SCALE: 1" - 10' -0" 12' WIDE GRAVEL WALK EXISTING GARAGE x FFE =97.3' 25' -0" PROPERTY L!NF 9O' -0" 35' -0" • • U COVERED' PORCH r FE = 00' © MAIN FLOOR COVERED! PORCH • U= - J am--- 97,00' DUWAMISH RIVER x 4 L PROPERTY LINE 90' -0" • - 4r. 0„ APPROXIMATE SHORELINE x x EXISTING 4' CHAIN LINK FENCE 16" OVERHANG @ GABLE, TYP '--9 6.50' 96.40'-h Xi NEW WALKWAY --EXISTING FOOTPRINT (HEAVY LINE) RIDGE: 130.25' I PLATE: 118.00' f 16" OVERHANG C� EAVE, TYP 96.70 ROPOSED RECONSTRUCTION OF EXISTING FIRE - DAMAGED HOUSE - RAISED TO TWO STORIES OVER EXISTING BASEMENT 20' WIDE GRAVEL PARKING x • 20' •WIDE GRAVEL DRIVEWAY-- • c� O C\J h ; - 94. 5 N) 00 0 LU Er 0 96.80' O z REVISIONS r C HANGES SHALL BE MA!)E TO " I,- :. COPE OF WORK WITHOUT PRIOR i ' ::OVAL OF BUILDING ion: �,; TUKWILA OIk�tC� �'I :'F wLL FrOL A NEW PLA,, w :; ., -,,,, _ MAY IINCLIAX 0 aG1T6QUL PLAN RENEW /trig. f� -- �_ __ -__-_FILE C 0 t Lr, : .7rld that the r• Chobk approvals are ,,,..• %) : ; :. :CIS and oi^;ission4 and approval of .,,. rs , a,.. - c! z.c the rip;ation of any :d , ..:C. , 7;..":; CI . t I?Trreipt Of con- 1 : a....r's Copy apt. plan >; a:;knowiedged. f By Date Permit No i SEPARATE LATE Re �t I J�7IT f" ,;Niel) t:OR: V. CHANICAL Fe< ECTRICAL Lb/. iMBING [ 'i3 PIPING CITY OF TUKWILA BUILDING DIVISION 92000--3/1 W EXIST. POWER POLE EXIST. FIRE 'HYDRANT p i000 • ipt a lP‘ I to FALL, ARCHITECTURAL qi] David J. Fall, Architect Ali II :,2C€ (206; 33 '.'_14 (206; 7A -32! 39th Avenue Southwest Seattle, 1ashington 98136 _ J ALL RESIDENCE for: Matt Patton & Arlene Adamos home (208/2 11535 40th Ave. South Seattle, WA 98168 CAIN o W TOKWILA DEC - 4 1.000 pEHIHI CENTER north PLOT PLAN GENERAL /STRUCTURAL NOTES JOB NAME: G0- ADAMOS ISSUE CATE NOV. 8, 2000 REV. A /DATE - Al WINDOW / DOOR SCHEDULE I ,+6L.AZ'!Nfs 58I1Z =•6 'ARK. R0 ri1i11C+API " i5! LA. • '',1`A- A' 'PAD" 16.0 2 52 1 5 / C bQ4Q Fu 24 0 1 I :; I ! 4.2412 5 I Z►O SIW7ut , E.51E55 I 450 _ 3 I O ! 3Q 5045 _E ►*A6 t2. i b ?Z 0 2Q2Q SLIDER r 4.0 � .s O 50 4 2 PAW ; 15.0 1 2 'JO t I) 2Q4Q Si N& E •4145 8.0 , 4 32 O 6¢5Q 5L,DER 33.G 1 I 33 O 6442 t=!) 10.0 ; 2 20 O 4 Q 4 Q BY OMER I6.0 f ib i !¢3Q 0 1� 45 2 a TOTAL .X - ER,OR 6_AZ:N6 AREA 352 SF C 15Q6$ STORE FAR 320 2 64 F 2 ! Q6$ STORE DOOR 20.0 i I I 20 0 G ......1 2$6$ $ �' STORE !b.O 1 'S ! 2¢b$ HOLLOW DOOR (INTERIOR) - f - - ® 1 ' 246$ , HOLLOW DOOR (INTERIOR) I - _ _ TOTAL EX - ERIOR DOOR AREA I (COUNT AS 6._AZ' N6.) 454 SF 1. GLAZING TO 5E LOW -E WITH 1/2" AIRSPACE. 2. AVERAGE GLAZING L' - VALUE TO BE 0.65 MAX. 3. PROVIDE SAFE'r GLAZING (TEMPERED) AS INDICATED ON THE FLOORPLAN. O FLOOR AREAS SASEM Eh" = V'40 AREA (EX: STISIC: 800 SF FIRS" FLOOR »' :NC AREA :NEW): 880 SF SECONZ .FLOOR _ :V'NQ AREA NEW) : 840 SF 'C":'A_ _',':NQ AP_A: 2,50C SF CCVERE: FCRC1 -: 1,0` :0 SF PLAN NOTES cO4' A: ° C . ^< y E7o5 :tiG CONTI C A%7TES. DvaSONS ;,'ri STE. \ ..-v r ' "" c1: 1a-= te:Af A\v S' =4% WM WI PL;% EE E ANY A _ x. :. r` \m SXE 770A piss. 2. M.AM_ VAN r^ �!'a DrEx C4" *At'IS W/ 92 5/8104 c -DS Q 16" O.C. F=AME W N _CC. AE` A%L: W'' "4 7/ ' x4x4 ^.C. AVE DOS' 1 S PPE; r4° S W/ 2X4 S : ` 0 15'' C.C. -v? ;-' 3. A\`; E NA;LS '0 BE 45 DEPO -'R'^ ,r. 4. WAS D'1 5r..'N - ^ = ENE 0= =s'_ 1v , 5. 304 C V?-tt^ r FE :._ V ' - 12 TYPSk_ \_ESS NO E C E ON ._\ .. AN' \' 6. USE 4x3 DF - =2 .:EA;, =R C.ER E,X DOORS AND +r'N;`JW$. L E:D_ TO F: V= ' - StA1►S A\ C /c� V V' N'�_tV ]:l+Q��v r I I WHOLE HOUSE FAN PEP _GGEND I I i GAS 2RNACE: INS'A -L -ON- 1-1 RAISED PLATFORM & MANTAIN CLEARANCE TO WALLS PER SMC. 6A5 A1D SHALL SE INE''A:_;_ED /Y 7-I !6NITION SC-.RLE MIN: !.8" A.FF. -- PROVIDE COYE3USTION GAS NWT. PROVIDE SEISMIC STRAPS PER S.M.C. 304.4 I e ■ B4,S'F.Ilff1VT FLOOR PLAN SCALE: ' /4" = 1 ' -0" 0 `A DER .CGA- G7 0 VENT & FIRE PROTECTION SYMBOL KEY 5C G'. '")kX :5 SCV.f. / 4 9.400 9,47 CC G-.. ' vAK 5 50 / 5 ` 5. 7,GT v cc c' -- c.e :5 : coy � �'A 5 sol 4 SdOC : jC ' oV'x 72.1ER POR .g EXH SWO<E C= =C -os - 'ICV (WAR -DARED rr'/ SA - TR' 5ACKi,° PL UMBLV ; & ELECTRICAL NOTES A.4'132 \ Ex ee WELL A'M PER . MM50.6TON STATE , 6_' : A`C 5^ \.: 5E .. f A'*1 ON ^-F MR. SVE OF ne NEI LA'ION. 5. FEOVCS 'RC PC riAl2 'AN( TO EXTER,OS 'BZJONA IZ) A' A SON- IAZkW.5 -"CN. 4 . A:. O:r = N G :'r_" S .A.'✓ 9A' ,0101, 5 BE 04 6RA/m'°AJ_' I , sF CIRGU - .ARZ`r ! ?- �SCr� 1 X JR� -C' AAA - 51 • ANiC T ;, VICRO - MOOD, MD 75 6. arr., EE _ ti ' _'frj- c r- 'N ROOM i•4EF.. ` OICA'ED. EX*Ik..E .'t - 5 = rA- E :_'8 : S 7CT' - ERv'\ATE A LEAS' fib' AhM■ FW' AM' \ . \5 AN. R-: \ N.Ot? 94CE5. PORCH ABOVE a ■ J 1 PRESCRIPTIVE ENERGY COMPLIANCE; WSEC CH. 6; TABLE 6 -2; OPTION IV GROSS (HEATED) FLOOR AREA .• TOTAL GLAZING AREA (PROPOSED): TOTAL GLAT AREA (MAX. ALLOWABLE): EXTERIOR WALLS: ROOF /CEILING: ROOF /CEILING: GLAZING: SLAB ON GRADE FLOOR: _EXTERIOR_ DOORS: HVAC EQUIPMENT: SKYLIGHTS: r 2500 SF 454 SF (18.16 %) 525 SF (217.) R -19 R -38 (ATTIC) R -30 (VAULTED) U= 0.65 MAX. R -10 (PERIMETER) , 0.40 MEDIUM EFFICIENCY (AFUE 0.78) + U= 0.45 MAX LAUNDRY / UTILITY PROVIDE HIGH EFFICIENCY FJRNAI H.W.T. FOR C,RECT FLUE HANDRAIL; 34" ABOVE STAIR NOSING LINE - MIN. 1-1/2* 0 W/ 1 CLR. TO WALL & W/ RETURNED ENDS FAMILY ROOM 480 S.F. (PROVIDE MIN. 48 S.F. WINDOW OPENING AREA) (PROVIDE MIN. 24 S.F. WINDOW VENT AREA) UNUSABLE UNDER -STAIR SPACE - IF SPACE IS TO BE USED, PROVIDE ALL FRAMING WITH FIRETAPED 5/8 TYPE ' X ' GWB. VERIFY CLEARANCE REQUIREMENTS FOR FIREPLACE WINDOW WELL - RETAIN W/ LANDSCAPE BLOCKS AND PROVIDE A 3' GUARDRAIL ft is BEDROOM DINING MASTER BATH (}3G CLR. MIN. KITCHEN HANDRAIL, 34" ABOV TAIR NOSING LIN - MIN.' -1 "0W/ 1-1/2" CL . TO WALL & W/ RET RNED ENDS ' t i " WALK-IN CLOSET 10' -1 15/16" 3' -2" COVERED PORCH 5' -11 1/2" GAS LOG FIREPLACE ` a) 4 0 Sn cc an 4 12/4 slope .2JVI9 FLOOR PL4N SCALE: 1 /4" = 1 ' -0" JULY FLOOR PL4 SCALE: 1/4" = 1' -0" r 7' -8" v closet R ROOF 8E00 5' -8" 9' -9" 1 1 . - 0 . 3' -5" 34' ABOVE STAIR NOSING UNE - MIN. 1-1/,2:-,' 0 W/ 1 -1/2" C &J ALL & W/ RETURNED 1•_7- ENDS 3' GUARDRAIL W/ MAX. 4 -1/2" OPENINGS 9' -1 • • � 2 + I' It 35' - 0' 13' -0" - N CD 7 Z 4 I C I 1 ON. COVERED PORCH BALCONY 7' ' /2" 3' ® o7 7' -1G 1/2" closet I I 14' -1" MASTER BEDROOM N 4 -0" 11 • -0 1 1 REV 01 V 5' -7 1/2" BEDROOM tv l� i t - '1 '" - p r o 311' -11 "' 2' -1C" '' -2" z ' -1p 4 . - 3 " -2" 6. -0" 8 ■ BALCONY y DN. 5' -7 1 /2" 2' -0" VERIFY • r � 0 0 M RECEIVED CITY OF TUKWILA PIRMn CcNTIin 2000 E., 3et r _) Date Permit No. g: DTE: R; AP :3N DVid 1. FAO, Architect AU voice far mobie 9607 39th Avenue Southw Seattle, lfashington ' :J6 1 JOB NAME: ISSUE DATE: REV. 1 /DATE: n 206; - 38 - 5' ie .206) 9C' -'283 ': smart. ct.:. se:f REGIS.ERE ARCH L ANID S *4 - E OF WASi- - ON RESIDE CE for: Matt Patton & Arlene 4damos home (206;248 -971 11535 40th Ave. South Seattle, WA 9616E FILE COPY I underst=and that the Plan Check approvals are subject b errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt cf con- tractor's copy of approved plans acknowledged. A 7/16/01 OWNER REVISIONS REV. EXT. WALL C DINING KITCHEN ADD SHERWALLS FOR K / JIN :NG WALL ADD DETAILS FOR SHEARWAL.3 REV. SCI;EDJLE FOR NEW WINDOWS REV. SHAPE Or PORCH. 0 Mtj ::, =LOOP v S S ;LL SE MADE TO OF WITHOUT PI TOR OF TUKWILA BUILDING DIVI':Z t'i. . DNS WILL REQUIRE A NEW PLAN SUB+% :TTAL INCLUDE ADDITIONAL PLAN REVIEW FEES. CITY OF i LM(WIL A 11E°ROVEO OCT - ?200 north FLOOR PLANS DOOR & WINDOW SCHEDULE NOTES r ---9 00- ADAMOS NOV. 8, 2000 7/16/0 to 30.25 RIDGE 12 1/2" PIPE RA NGS 36" -IG- 6 MAX. 4 1 /2' OPENINGS 18.00' 'LATE • g W rt" 17. 0o z N o m X q W f-Q X 10.00 t FINISH FLOOR P LATE 0 slIIJi' JL rv44TION (south) 0 -9.83' I 'iAB • •y I .ii 8 12 12 LATTICE W/ BUGSCREEN SI A" ELEY447ION north) SCALE: 1/4" a 1' -0" II ■ I, 12 12 • : • 36" HANDRAIL C STAIRS, TYPICAL WHERE THERE ARE MORE THAN TWO RISERS J RIDGE "DRWIT" OR EQUAL EXTERIOR FINISH SYSTEM - PROVIDE MATERIAL & INSTALLATION WARRANTY Ol.A E • _ rs ; = DO" z cc cc CAN cc co �azl FIN. FLOOR PLATE f I PLATE I FINISH /EXIST. GRADE EXIST. SLAB J 2" 0 DOWNSPOUTS (WHERE SHOWN) 12 14 1 1/2" 0 PIPE RAILINGS 36" HIGH W/ MAX 4 1/2" OPENINGS (NO GUARDRAIL REQUIRED WHERE FLOOR IS LESS THAN 30" ABOVE ADJACENT GRADE) 0 a 2' 0 DOWNSPOUTS (WHERE SHOWN • • ••• • FRONT LLEVi7ION (east) r L 1 1/2" 0 PIPE RAILINGS 36" HIGH W/ MAX. 4 1/2" OPENINGS L. (NO GUARDRAIL REQUIRED WHERE FLOOR IS LESS THAN 30" ABOVE ADJACENT GRADE) REAR 4ZEK4TION (west) SCALE: 1/4" = 1' -0" - ROOPNG NEW ' W/ OW>iNER) •• Y v u • V r III OMIT EXTERIOR FINISH CHIMNEY III it III II III III III II LL _1J n n -- 36" , IGH GUARDRAIL ID I I I I ■ i WIN:OA WELLS II I I it II I -- � ROOF'NG FIN. (VERIFY W/ OWNER) vi AL EIVAL_L:Aj() t,i RERR-T A T)e -c-A. ALD - 114-E L A C' A Nc' cn-F t - F1 N V>rk F-1 L tom,' �- : • (ZDRYVIT' ' OR EQUAL EXTERIOR FINI .SYSTEM - PROVIDE MATERIAL NV\ astrAk N L= 1 ,4 C 611 E & INSTALLATION WARRANTY N{'?�1 (- .E4.3% N` ROM TL KWI A Df,N1SIC NOTE 0 EXIST. SLAB $ i.83 RIDGE 30.25' PLAT- FIN. FLOOR , 0.00' PLATE FIN. FLOOR PLATE FINISH /EXIST GRADE EXIST. SLAB 0 0 i► FILL ARCHITECTURAL De 7/ :: • . 1 I !t David J. Fall, Architect ALA f3ta. ' 'u 206 _: 8 '_ -noble '2, 5 ;. 128: 9607 39th Avenue Southwest Seattle, Washington 98136 RESIDENCE for: Matt Patton & Arlene Adamos tome (2'5I24 — ?71' 11535 40th Ave. South Seattle, WA 98168 BUILDING ELEV. JOB NAME ISSUE DATE REV. # / LATE. RECEIVED CITY OF TUKWILA - 4 2000 PERMIT CENTER OC- ADAMOS NOV 8. 2000 C I I TYPICAL CONSTRUCTION ASSEMBLIES Bsgf uAiN ROOF ASSEI$ A ° :)uPOSITiON SHINGLES (vERW' IN/ OWNER) OVER ' 5#► ROOFING FELT ON SPAN - RATED 1 /2' SHEATHING OVER P.E. SCISSOR TRUSSES W/ R -30 BAT' INSULATION BETWEEN SCtSSOR TRUSSES W / 1/2 TYPE 'D' GWB AT CEILING C PORCH ROOF ASSEMBLY: _ OMPOSIT ON SHINGLES (VERIFY WI OWNER) 3VER 15f ROOFING FELT CN SPAN - RATED ' SHEATHING OVER 2x6 RAFTERS 0 16" O.C. (W/ OPTIONAL VENTED SOFFIT) WALLS C TYPICAL NEW INT. WALL ASSEMBLY: j 1/2" GWB BOTH SIDES 2x4 STUDS O '6" O.C. nil TYPICAL NEW EXT. WALL ASSEMBLY: L "DRY VT" OR EQUAL WA.RRANTED SYSTEM OVER BUILDING WRAP ON 1/2' EXP. 2 SHEATHING BATT 2x6 STUDS 0 16" O.C. W/ R- 9 BATT INSULATION OVER VAPOR BARRIER 0 INSIDE FACE. IE TYPICAL NEW PONY WALL ASSEMBL : j 'DRYVIT" OR EQUAL WARRANTED SYSTEM OVER BUILDING WRAP ON 1/2" EXP. 2 SHEATHING OVER 2x6 STUDS 0 ' 2" 0.C. WI R -19 BAT BEHIND 2x4 FURRING WALL PER ASSEMBLY 'F' TYPICAL FURRING WALL ASSEMBLY: ir EXISTING FOUNDATION WALL OUTSIDE OF i" AIRSPACE W/ 2x4 STU: WALL INSIDE W/ R -19 RIGID INSULATION (OR N 2x6 STUDS R -19 BATT INSULATION) PROVIDE ANCHORED P.T. PLATE AT CONC. SLAB C TYPICAL RESTORED EXTERIOR WALL ASSEMBLY: "DRYVIT" OR EQUAL WARRANTED SYSTEM OVER BUILDING WRAP ON R -3 FOAM BOARD SHTG. OVER EXIST. 2x4 STUDS ®' 6" C. C. W/ R -15 BATT INSULATION OVER VAPOR VAPOR BARRIER c' INSIDE FACE H III IJ FLOORS TYPICAL SECOND FLOOR ASSEMBLY: FINISH FLOORING ON EXISTING SHEATHING ON EXISTING 2x10 JOISTS ® 16" O.C. W/ 1/2" GWB 0 CEILING TYPICAL MAIN FLOOR ASSEMBLY: FINISH FLOORING ON 3/4" T &G FLOOR SHEATHING (INSTALLED W/ ADHESIVE + NAILING) OVER 2x1 0 FLOOR JOISTS 1 6" O.C. W/ 1/2" GWB c' CEILING TYPICAL BALCONY / PORCH ASSEMBLY: "SPANTEX" OR EQUAL W.P. MEMBRANE ON 5/8" ACX OR MDO PLYWOOD ADHESIVE & NAIL APPLIED TO 2x8 JOISTS ® 16" O.C. W/ VENTED 1/2" GSB ® SOFFIT (PROVIDE P.T. 2x8 JOISTS W/ NO SOFFIT AT PORCH FLOOR ASSEMBLY) NOTES: 1 PROVIDE 2" CONTINUOUS SCREENED SOFFIT VENT AT ALL SOFFITED ASSEMBLIES 2 FLASH MIN. 4" UP WALL ® ALL PORCH & BALCONY FLOOR / WALL INTERFACE LOCATIONS 3 PROVIDE R.S. PLYWOOD OR GSB SOFFIT AT SCISSOR TRUSSES OVER BALCONY CONDITIONS 4 PROVIDE BATT INSULATION AND /OR 1/2" R.C. CHANNEL 0 CEILING DRYWALL FOR SOUND ATTENUATION IF DESIRED AT TYPICAL INTERIOR FLOOR ASSEMBLIES • 4 ID} PORCH 12 BALCONY 16" LEDGE 5' WALL - >1 12 DINING • I 0 rte BEAM & POSTS I BEHIND BLILJ,INC ,SECTION B -8 SCALE: 1/4" = 1' -0" B9YLPINC SUCTION 21 -4 SCALE: 1/4" = 1' -0" MASTER I WALK -1N BATHROOM CLOSET MASTER EEDROOM t I BASEMENT 17 . LIVING ROCM POST BEYOND PORCH LEDGE BASEMENT MASTER . EDROOM BALCONY J PORCH PLATE XISTING INISH SLAB r - - -� L__ _1 PLATE_ 2ND FFL PLATE 1 > FFL LPLATE FIMSH =LOOK 1j PLATE FINISH FLOOR i PLAT = 5.- GRADE rINISH GRADE [ 0 c� C z 03 c'E CC cr Q o o cn J w e Q Z o 30 cc c) w • 2oo - 391 FFL ARCHITECTURAL 1 L_J l Darid J. Fall, Architect ALA rice fog mobie 9607 39th Avenue Southwest Seattle, Aashington 9813 RESIDENCE for: Matt Patton & Arlene Adamos home (2061248 -9717 11535 40th Ave. South Seattle, WA 98168 BUILDING SECTIONS MISCELLANEOUS DETAILS JOB NAME ISSUE DATE REV. N, DATE /- 2 f 9 - 5 ?3s 9:9 = 7 3t '2061 RECEIVED ^ATV OF TI! <' fLA 2000 PE4MIT CEN 00- ADAMOS NOV 6. 2000 0 • 1,2) - 76 A - 2X SF_ CF. 2 X STUDS At 76" O.C. (TYPICAL; - I- 2x C_ TOP PLATE SPLICE SCALE = =1 -0" BORED HOLES- MAXIMUM SIZE HOLE. 40% OF WIDTH 2)(4- ".4" (1 -3/8 DIA. HOLE 2x6 - .2' (2- 3/16 ") DI HOLE BORED 1-OLES iN DOUBLE STUDS- MAXIMUM SZE N HOLE N DOUBLE STUDS 60% OF WIDTH -. NC MORE THAN TWO ADJOINING DOUB_E S "` DS TO BE BORED. 2x4 -'.4" (1 -3/8 ") DIA. HOLE 2x6 -2.2" (2 3/16 ") DIA. HOLE NCTCHES-MAX•.MUM DEPTH, 25% CF WIDTH 2x4 -. E7" (7 /8 "; :HP NOTCH 2x6 - .37" (1 - ;5/" "; DEEP NOTCH 1 EXTERIOR WALLS AND BEARING WALLS g STUD PENETRATION / N SCALE BORED HOLES- MAXIMUM SIZE iN HOLE,60% OF WIDTH 2x4 -2.1" (2-1/8") DIA. HOLE 2x6 -3.3" (3- 5/16 ") DIA. HOLE NOTCHES- MAXIMUM DEPTH, 40% OF WIDTH. 2x4 -1.4" ;1- 3/16 ") DEEP NOTCH 2x6 -2.2" (2- 3/ ") DEEP NOTCH ANTERIOR NONBEARING WALLS S 8 S TUD PENETRATION J NO SCALE 5/8" MIN. EDGE DISTANCE STUD * PORT' ON OF STUD REMAINING AT NOTCHES OR HOLES SHALL BE SOUND WOOD WITHOUT EXCESSIVE STRENGTH - REDUCING PROPERTIES SUCH AS KNOTS, SPLITS, EXCESSIVE SLOPE OF GRAIN, ETC. cD 2 NOTCHES WITHIN 1/3 SPAN EACH END 2x SOLID BLOCKING (EXCEP WHERE ENDS OF JOISTS ARE NAILED TO A HEADER. BAND OR RIM JOIST OR TO AN ADJOINING STUD OR BY OTHER APPROVED MEANS) 0 X o2 NOTCHES NOT PERMITTED WITHIN THIRD OF SPAN, BUT BORED HOLES BORED HOLES ARE SO PERMITTED °ERMITTED JOIST PENETRATION 1 NO SCALE e M CI 1 5/8" MIN. EDGE DISTANCE 1O , .NOT USED U 5 NOT USED SCALE = 1"=1*-- 0" ON O T USED SCALE = 1 " =1' -0" NOT USED SCALE = 1 " =1' -0" 11 BLOCKING © RIDGE SCALE = 1 " =1' -C CONTINUOUS RIDGE SENT - INSTALL PER MANUF. RECOMMENDATIONS. VENTILATION PROVIDED - 18 s.i. P.L.F. - 1 CUT BACK PLYWOOD BOTH SIDE EVERY OTHER TRUSS PRE - ENGINEERED ROOF TRUSSES EX SHEATHING AS SHOWN AND TOENAIL TO 2x NAILER EVERY OTHER TRUSS PER DET. ABOVE OVERHANG DETAIL SCALE = 1 " =1' -0" t/ POWER NAILING SUBSTITUTION TABLE NOTE: ALL NAILING CALLED OUT IN THE CONSTRUCTION DOCUMENTS ARE "HAND- DRIVEN" NAILS. THIS TABLE IS "0 BE USED FOR DETERMINING EQUIVALENT "POWER- DRIVEN" NAIL SUBSTITUTIONS. HAND — DRIVEN NAIL POWER— DRIVEN NAIL 6d COOLER 8d COMMON 10d COMMON 12d COMMON 16d COMMON NAILING SCALE = 1 " =1' -0" 0.1130 x 1 1/2" (SAME SPACING) 0.1310 x 2" (SAME SPACING) 0.1480 x 2" (SAME SPACING) 0.1480 x 2" (SAME SPACIN'L) 0.1620 x 3" (SAME SP'',;ING) 0.1480 x 2" (SPACING,; PER BELOW) 16d COMMON SPACING 0.148 PJWER NAIL SPACING 6" O.C. 5" O.C. 5" O.C. 4" O.C. 4" O.C. 3" O.C. 3" O.C. 2" O.C. NOTE: 3X STUDS, PLATES & BLOCKING SHALL BE USED WHERE ANY NAIL SPACING IS CLOSER THAN 3" USE THIS TABLE FOR DETERMINING SIMPSON A35 SPACING IN LIEU OF TOENAILING AS SPECIFIED IN THE SHEAR WALL TABLES ON SHEETS A3 THRU A9. TOENAIL SPACING 13" O.C. 10" O.C. 8" O.C. 6" O.C. NAILING SCALE = 1 " =1' -0" A35 ALTERNATE TABLE SIMPSON A35 SPACING 48" O.C. 48" O.C. 36" O.C. 24" O.C. PRE IAANUF. SCISSOR TRUSS PER PLAN H2.5 O EA_ TRUSS TYPICAL OVERHANG SCALE = 1"=1 re ) NOT USED SCALE = 1 " =1' -0" 2x12 TREAD 2x4 THRUST BLK. SCALE = 1 " =1' -0" 1' -4" FIRE BLKG. ® MID -SPAN Sc 0 WALL ALONG STRINGER BETWEEN STUDS ELOOO GG - (MAY BE DRILLED OR NOTCHED Fop vENTING) TOE NAL1NG PEP SHE/IRV/AU SCHED. Ca'\, BLOCKING AT OVERHANG SCALE = I"=1'- 1 -1/2 "0 MIN. CON T. HANDRAIL / 4-- BALUSTERS TO UBC TO CONFORM SEC. 3306 10" 1 " EXTERIOR WALL PER PLAN ROOF ASSEMBLY PER BLDG. SECTION PROVIDE 1" MIN. VENT SPACE ABOVE INSULATION - BAFFLE AS REO'D. 2x BLOCKING W/ (3; 2 "0 SCREENED VENTS EA DRIP EDGE 5/8' TYPE 'X' GWB BELOW STAIRS (3) 2x12 STRINGERS 8 I/16" CONT. GUTTER FASCIA TRIM WALL ASSEMBLY PER BLDG. SECTION i TYPICAL STAIR DETAIL NOT USED \ 1 SCALE = 1"=1 2X6 RAFTERS 2XE CEILING JOISTS (OPTIONAL 3/8" RS PLYWOOD SOFF — (OF' ONA.L) EXPOSURE ' . TR,M EDGE ''w/ 5/4X2 CEDAR VEN BLCC /!NG —COP, N. GUTTER PER ROOF 2X8 CEDAR FASC.A V4� CEDAR TRIM BD. CED COLUMN CAP OVERHANG @ PORCH � ‘OVERHANG DETAIL 2 ,GALE = 1 " =1' -0" )UL R -19 INSUL. 2x4 FURRING WALL W/ 1/2" AIRSPACE & R - RIDID INSULATION (OR 2x6 WALL WI R-19 BATT INSULATION) 2x P.T. SILL PLATE EXIST. CONC. SLAB PLANS \ // I {{ � I SHINGLES PER WALL SECTIONS TYPICAL P. E. ROOF TRUSSES AT 24" OC 2x4 (FLAT) OUTLOOKERS AT 24" DC 2X2 CEDAR BLOCK " 6 0 SIMILAR / 1" MIN OVERT -AND (TYP) DRIP EDGE FLASHING VERIFY COLOR 2x8 CEDAR BARGE TRIM ' \ j t. , U IU c- "DRYVI-" OR EQUAL SIDING SYSTEM - PROVIDE WARRANTY FOR MATERIALS A ID INSTALLATION. EX T. WALL DETAIL SCALI- = 1 " =1' -0" BEAM TO BUILDING WALL. TRIM BEAM END AS SHOWN ON OUTLOOK ABOV SIMPSON EPC46 COLUMN CAP OR APPROVED EQUAL 1 -P .T. 4X6 COLUMN GABLE END TRUSS WITH TOP CHORDS CROPPED 1 1/2" & VERTICALS SPACED C 15" 0.C. (OR NOTCHED TOP CHD) PLAN DIMENSIONS TO FACE OF FRAMING & FOUND PONY WALL W/ 2x6 STUDS 0 16" O.C. Z- FLASHING 2x8 WOOD TRIM P.T. 2x6 W/ 5/8 "0 x 6" CINCH ANCHOR & W/ 2 "x2 "x3/16" SQUARE WASHE 4' -0" OC TYPICAL EXIST FINISH GRADE �• EXISTING BACKFILL EXIST. 8" W/ POURED CONCRETE FOUNDATION r - EXIST. SPREAD FOOTING ,I ti,tt. i;ll� i1F �ti of 1 1 7 • d . mote* Ell I " 1 FAIL ARCHITECTURAL � L I i J .David J. Fall, Architect AlA DETAILS JOB NAME ISSUE LATE: „ REV. # /DATE / - 23 338-5734 ;206' 93 ,2i 9607 39th Avenue Southwest Seattle, 'Washington 98136 RESIDENCE for: Matt Patton & Arlene Adamos home (266)2 7 17 11535 40th Ave. South Seattle, WA 98168 RECEIVED CI'Y OF TUKWILA DEC -- 4 2000 PERMIT GEN 7 EIS 00- ADAMOS NOV 8. 2000 'N:IAtO OF Ink!, ,BOLTS PER MFR 0s USE SIMPSON "SET" EPDXY -TIE ADHESIVE OR EQUAL_ =CJOW ALL DEALS AND RECOMMENDATIONS. NCTE THAT THIS EPDXY ALTERNATE MAY REQUIRE SPECS ;NSPECTION IN ACCDROANCE W111-4 =1E IBC. L E • W 451 • c �• HOLDDOWN DIRECT TO CONCRETE SCALE: 1 " 1' -C" FRAM N6 A' 2nol FLOOR SCALE: 1 " =1' -0" - • - ,CDR .ALTERNATE EPDXY APP;rCATtON SEE SCHEDULE S PR • • .4OL.E •S:Z4 , / • • (2 2x S "'JD CO•.....1K•C W4' OR AS INOICAT?:J ON EXPOS.RF 2 $ATMIN6 HnAI_E PER S4EARNAL . TABL SEE FOQ✓A".ON d FRAMINS PLANS FOR rJL.,0h4N LOCATIONS VFRI^' GOOROINATION W/ FLOOR P..* "`!PI GAL HOLDOANS PER PLAN •TREAT' '.,.J' 2x SILL Yv A•-AG SHEATH N■ PER xAlLIN& ABOVE '^'FOAL ANCHOR i3OLTIIN6 PER FON. PLAN ENOPOST ANC.HORAAE PER PLAN - I r 7 - 7 L J - - F I I L_ - I I i p I L ..� -.J jr—DOCIELE STUD TR U STUD AT C GA PANEL EDGE NAALNNG TO EACH STUD • e 4r G J 2x4 TOP q...T! PROVIDE (4) ' EPDXY -TIE ANCHORS PE DET. 2 FOR (2) SHEARWALLS PER 2ND FLOOR FRAMING 1/4" = 1' -0" ND PER PLAN ANCHOR � "ALTERNATE HO BOLT LIME APPLCA ON 11 • r - -- 1 I o I I i S CORNER CONC ANCHOR BOLT SEE SCHEDULE 1 C_ HOLDD O WN DIRECT TO CONCRETE r L 1 L INFILL EXIST. DOOR OPENING - EPDXY GROUT #4 BARS 0 16" O.C. 6" DEEP 0 EA. JAMB AND OVERLAY 2' (EXISTING) INESEISEMEIMEHEI (3) 2x10 H.F. #2 FLUSH BEAM t I= +1F'4ZI"��x3-�..I— I I I I C I I — J TYPICAL L — J FOU1Vi14?ION / f/A/N FLOOR FRUlINC PL4 V I I L_ J 0 35' -0" 1 !PROVIDE SIMPSON H2 HURRICANE TE AT EVERY OTHER RAFTER OR TRUSS. 2 ROOF DIAPHRAGM - 1/2' APA RATED SHEATHING W/ 8 d NAILS 0 3' O.C. AT ALL PANEL EDGES AND 10" O.C. AT FIELD, TYPICAL 3 PROVIDE 16d TOENAILS 0 6' O.C. AT ALL TRUSS OR RAFTER BLACKING TO TOP PLATE CONNECTIONS. 4 PROVIDE CONTINUOUS RIDGE VENTING 0 18 s.i. PER LINEAL FOOT. PROVIDE SCREENED 'BIRD BLOCK VENTING 0 4.5 s.i. PER LINEAL FONT' FRMAlt4G SYMBOL INDICATES DIRECTION OF FRAMING WI BEARING POINT ;LARGE OPEN ARROW) AND CANTILEVER (SMALL OPEN ARROW - ..E TRUSS OVERHANG ) AND INDICATES EXTENT OF FRAMING HALF SOUD ARROWS) WALL DIAPHRAGM - 1/2' APA RATED SHEATHING w( 8 d N AILS 0 6' O.C. AT ALL PANEL EDGES AND 6 O.C. AT FIELD, TYPICAL FLOOR DIAPHRAGM - 3/4' APA RATED SHEATHING W/ 10 d NAILS 0 3' O.C. AT ALL PANEL EDGES AND 12" O.C. AT FIELD, TYPICAL FOLLOW TRL'SJOIST MACMILLAN 'RESIDENTIAL APPLICATIONS' INSTRUCTION AND DETAILS FOR ALL `TJI' FRAMING CONDITIONS. PROVIDE 5 /8 ANCHOR BOLTS 0 3' -0' O C. W/ 2'x2'x3ga WASHERS SEE FOUNDATION PLAN FOR ANCHOR BOLTS AT SHEAR WALLS. J 1 J �� — P.ORCItABOVE J I 1 STRUCTURAL NOTES PROVIDE A WINDOW HELL; - MIN. NET PLAN AREA OF q 5F. • NO LIM6 THAN 3' IN EITHER V IREGTION EXISTING ISOLATED FOOTINGS AT EXISTING POST LOCATIONS IN EXISTING BASEMENT - VERIFY FOOTING MIN. 16 "x16 "x8" -- PROVIDE NEW FOOTING AS REQUIRED - i EXISTING 6" POURED CONCRETE FOUNDATION WALL WITH EXISTING 12" WIDE CONTINUOUS FOOTING - ELEVATED EXISTING FLOOR DECK AND WALL FRAMING TO 2ND STORY LOCATION - FRAME NEW 1ST FLOOR DECK ONTO NEW PONY WALL AND BASEMENT FURRING WALL PER BUILDING SECTIONS 24'x24"x8`D CONC. FOOTING W/ 4x6 0 .T. POST IN SIMPSON P846 BASE. TYPICAL r - - 1 I o i I I L - -J I = 11C I N N r I L -1J1 I I L —J ROOF / FRAIIINC PION SCALE: 1/4 = 1' -0° SIMPSON PHD5 HOt.DOO 1 W/ EPDXY - nE AN KT (2) 2 IS' D.S. 2nd FLOOR FR4JINC PLAN SCA LE: 1 4" A P.E. SCISSOR TRUSSES • 24' O.C. HEADER 4x10 BEAM 4x10 BEAM • mil • SLOPE U.:- US= . 3 -,r -' Vii'+ rIREP :E cam Elam - Kota- TO CDIdEkI EL.E5 - S' r _ZE 0 r a.OR 114S'AL- PER yAt.s=ACTt.RER WwTM k M. 2. r. C`..A;ANCE TO Fla D., ;ROM ANAL _•, : ROOF AT 10' RAl1wS TG OUTLE . EA T GF ^I T J 8:12 — ( • • 4x10 BEAN I I J HEADER O 0 R, 4 1x 0 BE CCKET FLASHING ALL HEADERS TO BE 4x8 N.E. /2 ON �t'.iS 4 ix u NOTED CONTINUOUS RIDGE VENT ' }} i I A3.3 /\%•3.3 II 11 HENER 77+65 8:12 GABLE SCISSOR TRUSS EDGE OF' PORCH - ABCVE HEADER 4x}0'. \:. #2 HEADER (3 TO 2x10 FLUSH REPLACE ORIG. BEAM 6x6 GIRDER 77 L � r I I . - • nutiE SIMPSON PC46 BEAM CONNECTOR, TYP. .;ABLE • LSC • • _� • �_ • __ • �.. . ..� ..._ • • �. • G.S. — �{1LiABER= . SIMPSON ST6236 STRAP BEt.14. TO PLATE I TYPICAL [[ o • . Il ---;a D.S. PROVIDE 2x8 LEDGER ALL HEADERS TO BE W/ (2; -, %2 "0 3 -1,/2" 4x8 H.F. #2 ON TH S I LA„ BOLTS @ 32" O.C. FLOOR UNLESS NOTED TYPICAL OTHERWISE j i L.. 1' n 400 BEAM Z z U > • I • CV ewe C woo OCT -2 2©01 AS $010 RECEIVED ore or- Tuxwll. PERMIT CENTER z_oco 391 . FALL . 0E,77: 11 kL : 1 Data 1. Tall, ircLteet 40t i2 ;38-:. (2:f 138 -f.'3' reo4 12Z SOS -.'183 r xs l Ot -•r07, 9607 39th Avenue SoutaT+est Seattle, lashingthu 2136 RESIDENCE for: Matt Pat o & Arlene Adawos NOME P6,246-3717 11535 ?-0th Ave. South Seattle, WA 96168 7/16/01 CWNES REVISIONS REV. EX7. '+FALL 0 ti NG KITCHEN ADD SNERHA,LS FOR / DINING WALE ADD DE`Ai_S FOR SHEARWA'L_S REV. SCHEDULE rCR \E.". AN;,LWS REV. SHAPE OF PORCH MAIN FLOOR --" north ' FOUNDATION, 1Sri L` 'r' ).N 2ND & ROC FRiiltiO PLAN NOTES 1 - 1 1 L---■ JOB NAME: CG- ADAMCS ISSUE DATE: NOV. 8, 2C00 REV. ( /DATE , 7/16/01 A4 •