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Permit D2000-225 - THAI AND NGUYEN RESIDENCE - NEW SINGLE FAMILY RESIDENCE
TONY THAI & GRACE NGUYEN 5204 S 137 ST D2000-225 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,634.01 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 000300 -0006 Address: 5204 S 137 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Fire Setbacks: North: .0 South: .0 East: Water: N/A Sewer: N/A Wetlands: Slopes: Y Contractor License No: CMCON * *033LA OCCUPANT TONY.: THAI & GRACE NGUYEN Phone: 5204 S 137 ST, TUKWILA, WA 98168 OWNER SANDHU KULWANT S +SANTOKH K CONTACT GEORGE BROOKS Phone: 425 - 485 -4900 18915 142 AV NE; SUITE 100, WOODINVILLE, WA 98072 CONTRACTOR C M CONSTRUCTION 6042 CLUBHOUSE LN, MULKILTEO, WA 98275 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF A NEW 1,990 SQ FT SINGLE FAMILY RESIDENCE, 515 SQ FT UNFINISHED BASEMENT, 504 SQ FT ATTACHED GARAGE AND 256 SQ FT OF UNCOVERED DECK AREA. * * * * * * * ** *HOUSE TO BE BUILT IN REVERSE * * * * * * * * * * ** PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS, LAND ALTERING, STORM DRAINAGE AND SANITARY SEWER. WATER SERVICE PROVIDED BY WATER DISTRICT #125. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 192,258.04 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 50 Fill: 50 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N Permit Center Authorized Signature: Signature:_ Print Name:___ DEVELOPMENT PERMIT This permit shall become n and void 180 days from the date of issuance, or for a period of 180 days from the last if the work if the work inspection. Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: (206) 431 -3670 D2000 -225 ISSUED 02/13/2001 08/12/2001 DWELLING 1997 .0 Size(in): .00 42 Date: -' I3 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. Date c0,31/Li is not commenced within is suspended or abandoned least 24 hours in advance. CITY OF TUKWILA .-_ Address: 5204 S 137 ST Permit No: D2000-225 Suite; ' Tenant: Statue: ISSUED � . Type: DEVPERM i Applied: 07/11/2000 Parcel #: 000300-0006 ` Issued: 02/13/2001 **k*^*******A*****A+:(************k*********k**+****k+**+************1,***ka* Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer d the Tukwila 2. 'Engineered truss drawings end calculations shall be on site and available to,the building inspector for inspection purposes. DocumentS shall bear the seal and signature of a 3. Any exposed , insulations'backing material shall have 'a Flame Spread Rating of . 25;,or less, and material shall bearidenti- ficationiObwing the fire performance rating thereof: ', 4. All construotion to be done in.conformance with approved , plans qind requirements of the Uniform Building Code (1902 Editibn) as,amengpd, Uniforth Mechanical Code (1997 Edition), . Plumbing permits: shall be obtained through the Seattle-King , County Department of,Publio Health. Plumbing will be ' inS1Y6cted by tilat agencY, including all gas piping ,, 6. Notify theJ,City of' Tukwila !Building :Division prior to' ' '' placing-any concrete. Thls procedure is in addition to any-. reguirements for ,special inspection. ' 8. Val„tility Of Permit. , The issuance of a permit or approval of . AlX'Iwoord.to remain-in placed .concrete shall be treated wood.. , pl of i- of tne provisions of the building code or of any : '' otherrdtnance of the jurisdiction. / No ,permit presuming:to give .,,aUthority tb violate or cancel the provisions of this., . Electri'dal permits shall be obtained through the Washington State Dtvtsion' of Labor and Indtistries and all electri41 ' 10. There sherl no occupancy,of the building(s) until'the final inspebtton has been completed by the Tukwila Building 11. All permits, inspection records, and approved plans shall be available at the job site 'prior to the start-of any con- struction. These docuthents are to be maintained and avail- able until final inspection approval is granted. 12. Contractor shall notify Public Works Utility Inspector at 206-433-0179 of commencement and completion of work at l3^ Temporary erosion ,control measures shall be implemented as the first order of business to prevent sedimentation off- _ site or into existing storm drainage facilities ' 14. The site shall have permanent erosion control measures in w=�w4 - place as soon as possible after final grading has been completed and prior to the Final Inspection. 15. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBEV,30i-HINSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND 'SEDIMENT AT LEAST MONTHLY. ' • • . ALL DISTURBED A'REAS OF4K SHALL BE PERMANENTLY . . .. .. STABILIZED4 TO:.FINAL''CONSTRUCTION APPROVAL. 16. The City ,of an.undergrondingordipance requiring the powerte,lecoMmUnicatiOns, and cable service ,lines,::be undergbundjroM"the..06int,df, connection On,tnepOle tciOle house./im 17. Work."alifecting traffic :flows shall be closely coordinated. , witW.the,City's'Utilitles Inspector. Traffic control plans V shafTlibe submitted to the Inspector, for prior approval. violateot cancer'the jirovisions of any other work or local laws — I hereb9hICertify that I have read these conditions and will comply with tnem outlined. - All s provisions , of law' and ordinances governing .. „., _. this woek; will-be , complied 'with, whether specified herein or not. - ..„- ., .., The grant(ingOf this permit does not presume to give authority to regulating construction or the performance of ,work. - - • - . .., - ' . , lgnature,: ,, .../. _. .... _ \--,- - Print ... rew 00 cow, cow ,0 g 1-- 0 z 11/ • o I- mu j 11- I - '6 D. i= 0 Description of work to be done: u eW C C�JD 0 5 /c- � 1/ -)/ ,' res e 11 / /47/ 7 . 6e, W/1,4 /i / girrrf (reeis6 k �z Project NamelTenant: - Ton Thai v a V of Constructi� � ue /y� D o , Site Addreg�: r Cit S e /Zi .Sa 8. 13,7 67 /ut , i Il/. lU� � /�� Tax Parce�Nuer: a DD306 mb � 600' Property Owner: Ton 7 5 c /l (n7(c &( ' 6219 023 4 - 1-lss Street Add es : Cit tti /s th 4 /I /t_ if c20/ S //i /49 9 / /Z s p: x # �o� : ) �/s- 99m`i_ b one: Contractor: .h�LL C fi�cl raid 4251 79 - 40 - / Street Address: i t t Sa / ip: / 5 I PL. 6141 It Ph itig gD 39 Fax e :Itotr 62de) 8/8 - gog.7 Architect: 1 s � ,lie J arch/A.6/5 fe C/ �r Uv f P ne ���: $) 46 49ea Street Address: �� , t tale / i : 10q�s i4a No 1)1/6 I'V E aik.jm Ci t i a ri�ii F #. / ax c i.�)/) 9Pa9a � ) 9t92 - X58 • En grow / s l DIPS f - P os> 9�5 - 9-9d Street Address: _ C it a : l qis i 402 NP ,4 4) . &fi/ /to Gf )9i�r'inrytle /Z i e /ii i} Fx #: �� - (0s) 191 _ 6,59s Contact Person: / Cl torz t; beeir one � aS ) q9s- 9900 Street Address: h � �, C it 1 S to Z ip: /e�//S � }o? A - Ve N• r - Siii /�. im i1.�,Y� i i i y t '/ �1 t / z A 1 - 9 x #: n �� ( 4 25) - 6 Description of work to be done: u eW C C�JD 0 5 /c- � 1/ -)/ ,' res e 11 / /47/ 7 . 6e, W/1,4 /i / girrrf (reeis6 k �z Type of work: El New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) I ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: CR Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing g Footage for Structure: so f►�.rl r 1 sq. ft. Covered Deck(s) .. , sq. ft. Garage /Carport sq. It. neu bbuiy atruciure(s) sq. ft. Uncovered Deck en by: (Initials) Proposed New Square Footage: /'71U s ft.� III 0 sq. ft. Covered Deck(s) f 50¢ sq. ft. Garage /Carport 5/5 �S�q ft. Accessory Structure(s) c 2S(o sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) P ( 7544e = 32i1-5r *For an Accessory dwelling, provide the following: 7 Lot area Floor area of principal dwelling Floor area dwelling of accessory " Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Date applic n II GT pte ---0 Date arlica�iop expi � II 1 Applic lion en by: (Initials) SFPERMIT.DOC 2/13/97 CITY OF TUI VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 F STAFF USE ONLY rz Project Number: 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 PLICANT REQUEST, FOR PUBLIC WORKS SITE/CIVIL REVIEW OF THE�FOLL`OWI, s. _ ", ..:(Additional reviews: shall: b`e- det by the: Public; Works'D „•,� ❑ Channelization /Striping Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone Hauling 1ST Land Altering: 0 Cut cubic ds. 0 Fill Y cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: anitary 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. PLEASE SIGN BACK OF APPLICATION FORM gMF:tki z � re 2 Ci 00 0 rn w = w QQ LLQ d w Z = t-- i- O w ~ u) 0 I- W 9- O w Z U = O 1- z BUILDING OWNS . I ' • - AGENT: S , 4 Date: rint Q me: - r ) S-5 Fax /55 q9 ddress: 0� f 1Sfjl f�'(/G NC 1 _ Cittyistalq / / /le'/ w 9 /US ALL SINGLE- FAMILY RESIbE L PERMIT APPLICATIONS MUST UBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL 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 N/A i TTED/ Copy of recorded Legal Description from King County ❑ ¶ ( Certificate of water /fire flow availability (Form H-118). Contact the Public Works Department tig- (206) 433 -0179 for servicing district. ❑ la 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: ❑ 9n. 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. 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). 1 2. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 1 3. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H - 9). ❑ In Foundation plan and details ❑ Mb Floor plan C Roof plan ❑ a Building elevations (all views) ❑ ∎ Building height Cl 2 Building cross - section ❑ Structural framing plans and details necessary to completely describe construction ❑ la 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. P i ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). 0 ❑ 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 ". Di- Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 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. S1 :RMI'I'.L)OC 2/13/97 4- z w J 0 U N 0 tu H • w w 2 g co I-- U- Z = E- zI- w w U o O OH w u- w z U= O z cF'g,n }y� r frz ,,, ,mgr t , i ,LPrr.1 ;Mt`�iT�p"r�d7 , : .;t 'K�' , 174 07/ 1,.971;9 11 ',t s " , * A *A *** *A *A * *A * *** * * *A **A **A** *.A* k**AA*Ak *k*** *k***A * ******Ak CITY OF TUKWILA. WA TK`1N5MI1 *AkA*A 4**** *A*AkAkkAA *h**A:kAotk•h•h*hJ *A Ak k*A**A+A*A•h:1'hA•*******A** TRAANSSMIT, Number: 80100859 ::Amount: 47,00 07/10/01. 12:1. 1 Pavment Method: CHECK Notation: GRACE NGIJYCN Twit: RLN Permit No D2000 -23 Tvoer DEVPER1'i DEVELOPMENT PERMIT Parcel No: 000300--0006 ite Address: .5204 5 13? ST fatal Fees: 2.090.01 47.0.0 Total ALL Pmts: 20b90.01 Balance: .0() *** * * *4* *i* ***'t * * *it ** *:1* * ** ** *•A•*** its' rat ***** ** * * * ** * ** ** *** 4 ***A Account Code Description Amount 000/322.800 BUILDING 3NVESTIGATION 47.00 iJlP,cw34xi' k�`%xf31`�i to df YrY:?�' InuMYV'x 5 %14n} n... 'TN , Nl vic �lr' r z �•� �• w lm Ki+'�•��{3 '7Y� y .L: i � 1 , 1 j ,�. . t , �NI �: 11'• 'J iS` L 11 T� ,� �X 4!'y*GYM.::�f"^�.- j�•.."rc� � "t 1 ^2�'i^ff+'. ^7"'° I.''• "{ M' f . ! Z' r W�'r 1. }',�. {;�. .. et�l .; � ��},y�r� +, a �'?� r _, fY'�' T h i s :Payment' *** *** * *•k * ** * ** *hr *•fir * ** 4 c**kk***** ******** ***************** ****** CITY OF TUKWILA. WA` 1•RANSr1Il * * * ********** ********k ******* *** i**i ******h******* ** * TRANSMIT .Number: RO100i96 Amount: 1.647.5 02/13/01 1 Pavmenti Method: CH Notation: GRACE NGvUYEN Tait: TLII Permit No: D2000• -225 Type: D DEVELOPMENT PERMIT Parcel No: 000300 -0006 Sit e';A ddress:, 5204 5 137 ST Total Fees: 2.643.01 1.649.55 Total ALL Pmts: 2.643.01 . Balance: .0() *** * * * ***•il * **k ** ** * *i * ** ** **•*•k * * * **'i*** * * * * *** *** *sic * * * * *•k•k * *i*** Account Code Description Amount 000/322.10() BUILDING - RES 1.514.55 000/3.45`.830. PLAN CHECK - UFTLI FY 20.00 000/386.304 STATE BUILDING SURCHARGE 4.50 000/342.400 INSP FEE •- UTILITY 15.00 412/342.400` IN "P FEE - S10RM DRAIN 15.00 402/342..4.00 INSP FEE - SME /SSS 20.00 000/322.1011 LAND ALTERING PERMI1 FEE 37.00 000/345.830 LAND ALTER PLAN CHECK 23.30 • a :.k f)i.M1 •P,d.:l�v;l few .C�.'+r.e'su�fu:Vhes",t�ti:'YI i�Ntg,} xs ;� WIVir'rk. Y .44 , ..44".Tl V+,.n1443,41,+1 0 r4 .t.ua)t1 as mcrit<. • h *1.* *•k t:4;t*•A•4A t k!• C r4 cIF. rEt;. 1 4 1:I..A 1 , i k ".44 }*A *kAkkt AA,? it".{ Pilvm i IIt .h c. ii Perm it lir,) P a ^ r: e 1 No: Location: 4 . * `t * +r A k .4 S ! ,k , . r A...k 4.. 4. .4' if '.♦...t" :t * A i4 k •.t k A: 1. A A . t N A. A -- 22. TRANSMIT 44 * *4, <:4 49.•k*!,*. A .hf: .N.ur4:t•f: 838')0316 tmotirt; 9814.46 0 O.) CHIrCI Notation: EiRi1Ci� NGU` EN Init.: To) 02000-225 Type::: i)EVPIERA I EVEL OPI4EN1 pE -p IT S 137 ST 4 5 P L f' Total Fier. 2-5 904.46 7 c.t ;:r1 AIL Pots: 984.46 U !z1 dthcC t 1.528.05 k,R't e r i 4 4 *3 st 4 d •t• *:k k s4 k : A. 4 *'L' A. A k ;�, A li+ �t * A * 4 .e: st .4 El '.t k+ A A * k.r, j. 9; k *A A * •b:. + R .A. A. d• oo.c. 24,15,.aao PLAN. CHECK F'Ca 984,.46 S i1L1y; X14 4414i5(J1'4.,4ht 4 ti s w Q ' to a Z t Z ° Uj O U) ; 0 H WW =0 u.� O : Z .. 0 z R�' , A * 4 •!; k A :4 t4 •!: * * •k 'A >• +t.'k li Y4 ? tc . ?; f k •!,• fi 'k h fi ,- i• e. •A !:• i * A * !• A ;t. t •A !• .4.t . fi ' :A..A t x .k A J fi. . . 4 . ur .4 1 ! a AA � �.zi A. W , J TRANSMIT �. �_ • � fi A. A 1. A. k h 4: !•• it .,i.:. � �• • �:.4 f k .t fi• $ •h •k �; � :b :'. } T5 t• '; :w �• tl• l: •k fi •, "R514 (.. '11it nbt:r . R' 80(),'3'I6 Amount: 9. O , 07/11s00 09:11 P,0).liiC•'.ft. Leif; hod CHECK Notvtic.n1 GGACE: WAYCM Trot; VL.r? f'er'ns it; iota;. C.2000-225 Types' tt :VPE('I'i Dt.4 }+ L:LtP14rAT PERMIT Na r.ccl Iattz 000j00 Lo.utliun: b .1iri 5T & 52 PL. f; Total (sec *.iy 2 9,00 Tc,taI fll_l. Ptat:t: 7a46 I3 1 ance: :1.';1.`.}., O5 ; AA• A• 4*•!.•:44t•+'A .A•k }•it•!;:t!:*k .'.•* ..k.h.AAAit*.a.:k*AAA.!:A4.A••!: AA!.k*•4•.r *b'AAt44:AOAA. Acrauri` ode r)r:a+.:r•tin1.icfli Amount. 00(t4k.6000 P{•IoT.000r'ZES /I)UP SE.r t'.:tCES 9,.00 ::5p1i) 06/.2 ,'97i7 TOTAL' h.. : 'r. • ,::�`• kP'h•'1 S ' • " %�'r �� ,!S'. `' Jti+T.i 1.'f W yare'YS. k. ✓_�. tn+ r7 �7�.�t5 %:. w 't�` r:r e „M.«ral+��s a, is >'f.i.kiowyx .,. +u r ?'tt,a1.+ viii «iaiiu,cvtaw %35CY; .` ;sey.w.�u�2�d°�er tx•ls Y ; .t, tect r /l A 4 / tcritCC, lit FY y flnsecti n: Ins Tp ( p ✓ � :: /37 St- Date c Iled: 1 o/5 Dl Special instructions: D (V7 )/ (J � a.m. e Requester: ralt Phone: ZO/o - 234- rs r \ MENTS: x d 2 s, ■--/ PAt, l S Pdee 05)PPaA 'i L/A7 1A.62 / /41' i -- "oe. A - . -( 0 K - 10 e _ . - - - A 1 / ''‘ --, Inspector: I its. / - ../ Date: , 4 7 w, INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY TUKWILA BUILDING DIVISION '6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. .00 REINSPECTION FEE REQJIRED. Pri to inspection, fee must be paid 6300 Southcenter Blvd., Suite 00. Call r schedule reinspection. eceipt No: Date: wn , ..x .- .gi n- ".._:.- r -.., ,`'- -» .- �.r..., .. ; ^•• ^- .r.. -+,- ?;,rim, PERMIT NO. (206)431 -3670 f , .+vn��`v. Y „ P.hr�r�.xi.�~ - _ i�. is.< „,�.:"w.?dai�i�}..:.. r_..�•�,r.. ";'F= ;�.;,x .. a A.1), 2llS. :iiiV:: 4z4 Mt9'S:ya z rt QQ w Wes co W co u_ W 0 g Q N D ° W . Z O H UJ 0 0 C a ° 1-- W W' I--- 0 u. W O ~. z Project: :` N uyevi rrsndence. Type of Inspection: F pvv Address: 52v4 S. J37-t St. Date called: 10 Special instructions: Date wanted: i0 /g 0 P.m. Requester: 0Mee Nil uytri • Ph, ( 04)231 ifi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: D /r/o j ri�.srr�l C_ c 0.I r Cd �' ,_r (A / ..f2iU4 a-sN� �.�.,•. g re-- A () ( fO ( fJ -c.' 5 kit/ V\ fi 'AAA-LP r / <TA o07` 63 (4 / a i-4 icl llt;�� -((.,v 2 r A ,/24/6.4 ......,..: ms s:: :. . ............ «� INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. F G -. 228 PERMIT NO. (206)431 -3670 Inspector: 6 I Date: ` J El $47.00 REINSPECTIdN FEE RE // UIRED. Prior to inspection, fee must be paid REQUIRED. 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: I Date: ryo Sim M 6 UO . W =` w O u. Q. d ' HW I � LU O o w w` U. 0 ILI U= o � z Project: 10h∎1Thc� 1 ` tieke Nt �t�len Type of Inspectioni 7 1i'�. ' (<.C(t ?rctr Address: 20� 5 : 1�,� Date�all . 5/1 j / 0 Special instructions: D t an d: a.m. Requester: LrAe. P. Phone: 925 1C1 L I39 L i Approved per applicable codes. INSPECTION RECORD V'J Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B lvd, #100, Tukwila, WA „9818 PERMIT NO (206)431 -3670 Corrections required prior to approval. COMMENTS: 7.00 REINSPECTION E REQUIRED. Prior inspection, fee must be paid at 6300 Southcenter Blvd , Suite 100. Call to edule reinspection. Receipt No: Date: ._..... W.' x:” L�2-.... a: zt'. J'v.' �t�`, L�: e-.' r1fisw��calfl'' G�`::` i:: G:. y :r`� "a;;y cue :•y.oCBiSJrc*.G`.law" -iiL 4ikitf�i% �' A. X}BWMYw��JSd.e�Mk$�. . '�A.WeR:.J.. J�Ffu1F:JiAIR et.li R'i:Ji Prr ject: 7274 4 Type of Inspection. f uif7L A/51A ,inl Address: 04/ S is' y Si Date called: r Special instructions: • Date wanted: a. 6" /j5 p.m. RegIester: t; 124 ( A)Q // 4 ( ,h ne: 70 7._v899 INSPECTION RECORD 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 applicable codes. Ell Corrections required prior to approval. e ENTS: W) // „.. 2 /L.9 i vy1) /f/apQ1114 SyFy9e 6649/ / -- fPPP 1 111, -47.00 REINSPECTION at 6300 Southcenter Blvd., Receipt No: ate: g E REQUIRED. Prior t inspection, fee must be'paid Suite 100. Call to s edule reinspection. Date: LsC, b4'• a.' R:' tJ�xSs} i” �at X:. iLwFi�: �f, 351�iZ;.✓ �.: vYs' K'..:. � :�`'..;�.i'�cY}f,'�iyx�'�t4,it� �S�i.. oLYtt�w'. �# �t `t ;�} ° l�':i.��:��.'s�� iG1',iVt�r.3 41.44 4 41,4 4',4:44 z N0 w W' LL Q _ ° w z I - t" Ill a N, 0 1- al 0 co O 1— Z COMMENTS: ve/1-// Ziz 6 1 i Date called: Eel - 0 / L Ae - 7v /-7 6, (A) 6 A 6 /2 7 6,inkc c 4i,1 , 0, 0- r ?./ ,..s-r/1 i es /)-7.41,V .es7 /9 RniA16 ,c h ()Ale/ /84771 5-. // I aZfi.57 x 2 F Pogr P.m.' Requester: yljg I 1 -\, project: _ ,:.; A/ ?14,c/cnn ve/1-// Ziz 6 1 i Date called: Eel - 0 / Addreks: ,/ ' ,: *2 . 0 4 1 1 4.3 7 Special instructions: Date wad: f• — 7— 0 t P.m.' Requester: yljg ,• INSPECTION RECORD Retain a copy with permit °- INSPECTION NO. PERMIT NO CITY OF TUKWILA,BUILDING DIVISION p-- - 6300 Soutlicenter Blvd #100, Tukwila, WA 98188 (206)431 LI Approved per applicable codes. IR Corrections required prior to approval. irfCp AO REINSPECTION 1EE REQUIRED. Prior o inspection, fee must be paid t 6300 Southcenter Blv Suite 100. Call to ichedule reinspection. R ceipt No: ate: Date: • , 46.t. ed.skariv. .A.V.U'Vtr tit,44 „Papject: . I 0 ku4 C-rrAce N6u, eft Type of Inspec ion;„ , . u.) 1/1,66Ciati)(0 Me called: 6 0 / Date wanted t ,., ... („) I Address: so q C . (21 _S , Special instructions: . . Re c ( g 1\) Ur 1 _ Pv: 0 7 01 .....Lt 61 i 1 Approved per applicable codes. ..Corrections required prior to approval. COMMENTS: ) / - . .......-. . WC) Te : 7 a,47,a2 p4i6t4.?..1 SrPge,f Peoll) Re'4?/44 I 1 , - 1 DateV / I . INSPECTION RECORD ” • Retain a copy with permit INSPECTION NO.' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 $47. aL6J0 Southcenter Blvd Suite 100. Call to s edule reinspection. Date: • Receipt No: • ■•■-••••••••••••-, , .••••••-• - - - • - ,••• - •••■•■ -, • , v• • • ••-•---,,,,-..-......-,...---- r -,-,--.• ■ REINSPECT ON E REQUIRED. Pri r t DQe0--pas (206)431-3670 Inspection, fee must be pai v ii...iginitadtkairakgg4itAlivatestglatkia4iatnplAtk i- X e ramtvt .4 alalit sa:143*..17,u4r44:i 4t4Adatlit.i INSPECTION RECORD Retain a copy with permit INSPECTION NO. �, �Q CITY OF TUKWILA BUILDING DIVISION �1// 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 - 3670 Type of Inspection: f kJ/ 1\ 1 N SU LAT I t• >v1 Date cal led t Pr ect: OWE j h , / e+\c s 14 Address: 2b U S • Special instructions: Date want r Q 1 p.m. Re ster: t ry n 'PI Wig/0 -$ - )o7 — 1 -169 Corrections required prior to approval. COMMENTS: M e/ 4/./a7-7 -s 4',4€4. �7��.. / h �'' .5 / /4 44 " Date: g40/ 0 $47.00 REINSPECTION LEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: I Receipt No: 'k144. r4nuZt ,e.zstY.. 4414V1x :dOetO4Y.ten si :_.1.:e.,..w.. .e ":. ate ty O ! u W g to n ; = d s tu ` z ; z � U co W U '. Z • _ OH Z Project: 77 Ty a of Inspectio ,o s -L � i L /37 VT D e alle e d 1 Special instructions: . Date an t. 4 v/ S55.17111: Re st r: -Kn Phz� — 7 7 , `f tc9L/ INSPECTION RECORD 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 applicable codes. 0 Corrections required prior to approval. OMMENTS: .$47.00 RE ` PECTION FE • ' EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: / 1l r < g ?? j, f �y t • L i e is` e • 16 - ' i: ."' fi:JSl f {I.7.Di.�' 11l" Litt T it 'iNitAiS T t:3� b/ili17'� i4 ,.+Xil@Pk R .K..V.a - I ,ti4e, 1 a' i�a�,l.nn t4 ' ai.tnA5.f� :nik:,.'rt' i4;nYfi1S rrw','Le.'ti+Jn iSY` i at�lf."ai4if' 1'iY. 4'ns , ' sr'k`' 3■13i tA /).7tit:4rirWiidi 'l ls�5 +. .••:t4 "rwx::ii 4ti:ii Project;7 -^J Type of InspgcQiop: c, Addres � < /3 Date called: Special inst ns:. . Date wanted: e---(-0( tor? Requester: Phone: INSPECTION RECORD 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. COMMENTS: 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. Date: Receipt No: i . &�.._.. �t, ..r•...�,s.. erg.; 5 +t�x . x.unki�+6:+er,.:ivr. ` r ' ,it .0..4P.Aw i x=44: 'LJatki ra�.+A�.rw4'. yr5r...attN ,�i±�a'�; :t515 Z U U O ! U0 W =' J w O ND' Z H o . z I— LL! D U 0 I Ill ILL 1 - U ; 0' liJ Z ' U N • H = z COMMENTS: ] � _4 f / k .S4411° h /II.- ,cam Gt/e.ts' . :t hA - 4. " 4.,•4 , _,..5 ,, Addr ess. x �o� _ 7 , mi l ' :,,. -,, z�-- 5 A Date Iled . J �J n 7 1 I o i : '2 � oft AAaf4Q — /,,f14. f / 1)u ( /. 0 /0 / /..,.. 4/ ,— ( ,7 --7)W 4e 5 A'Xi iir 0 ,Str .L...-ifOr7Y 5 174 i 5-► a 5) m i <4-4, c pip-, 7 ✓i i SZr e' !1 7. 1 3/0 GL- ,O b L [., /,4 D (i. L 4i u 11 .�(s i-at- �/ rir7c.�ll t Iv -4 /"'" l 'f-) ,bG/ 4 /P-a Pr ject: �1 , i 10 )(1 7(/ 7 ' .,, , I'4j tj(`) ■rT of lnspectio . /4 .n1 (- ) �02-i fGf ,, Addr ess. x �o� _ . _ Sf Date Iled . J �J n 7 1 I o i Special instructions: Per-e,:114-5 Or-. -4-0( 0 +" Ve r n« c • 1 el 9 c, cc.. c Date a ted: a.m�' 7C / I 1 Requester: r-,r rlc...g- phone: '--� -5'-- -70 - U.g c1Li. -, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd, #100, Tukwila, WW,98188 Y>iti Inspector����� INSPECTION RECORD Retain a copy with permit Date: v ( l / PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. EI $47.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 3 . ..X:;n,i+ ' S;?` vri.6�'i�.: 6i2L1'::2: i�:..` L' Y.'. w�- S^ �.: L'}': �2' SS 1�." u5��h�3} :�}ii"�5- �`J' °�.*.^�.��"r.::'mo *�c�.= ,c•a,:'..y.�..t • Z 0 W W J • u. WO ga J u_ C uj U � Ow 0 I—.. t!J HU li V o 1 Z COMMENTS:��( � �7vt �J /42464 440/.,,I 717 4/ J. :-. I a. C � S. 'Wolf /1W ...7 _ — / _' /"41 .0'7 7 r7 , i �Jy- ham). 64 ': i -'< d C J - r Date wanted Requester: Phone: O Yb / ) 7 / 4 c..../d/S /-,�.. -; c4a , /kJ -c�- .. ,a -, , tyle 44 , / s L. (4/1 4 fj--4z Ze- 5i 4 Proje ; ? 717 4/ Type of lnspec '' '• r + . Address: ! Date called: Special instructions: Date wanted Requester: Phone: Approved p applicable codes. Ve. l y e ,: v ,a .,.:> 1'.,.:t , s ,.;.�'.dLta•�' -n? INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. El $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: es � t Cd "'n Mz_ 'c#'Y z"'t 4 *�- - c,,,; r�' t,,;5 • C s ; �kr. ..,!!�?+'^ _,5.. '•�r.� K at��t �°, ���ita��, 6�r,. h.,, r;: 8� .'w'�5 uwt�CE� -� ...�GacrV:t::rr k'u5..i+it�"",vwt' trot .9 f+.k''aaltiFlt>N COMMENTS: — C f. Typ f Inspection: ' ►.: (4)4( t j f jti S keG r U I I 1 /001 i 14 n t -- CI pp rn th-ef ' i 1eSS - 3 awe, S (' . - vx rare i P('.tr\l'Gt t 11 nrCeS.51 ` Reque tgr: Ph one: �f a sh 70 (3i, -1-v vt 'e \ 01(./ I I - .4- „ Project:, l Cli C f. Typ f Inspection: ' ►.: (4)4( t j f jti join u m Add 5�D� S , 137 ' Date called: 7 ifp t .- Special instructions: Date wanted: 7/� 7�0/ a n p.m. Reque tgr: Ph one: �f a sh 70 (3i, r 1 INSPECTION RECORD 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 applicable codes. El Corrections required prior to approval. Inspector: 9 Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mut be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :'S >';e�iu :..r...S�'t,: �...•u�.:::.•Y -.4 ziasi' Gl i nt'.°.:l' +',"S.Z.mc :^ �wr.. :.c.-�r__lers,.n�s:.�:,;:�;a�.0 cet.em 4 ,Ls.„t:Sa.'k.. LY.a . . -Wk ;vrri,i... ,„;+tr»t*i: itiddtA0 4k `Aw�yJ e:�cr Wsti• •.` " «:;a1i�U &44 `rx'rAVi a biilaui�,zkmtds.�6u:si .r.Y3.«:d; . w ` 00 ' co ID 0) CO w 0 g Q . N v ` t- Z p o ; z U O - 0 = w; O tii z. 0 H, z Projesk- rqG�. /V C 1 A Type of InspecticA j' J/kcal' Wet ( Address: S 13Y St t c fi Date called: 7-10-0i Special instructions: Date wanted: —1, 1 I ' �'`{�1 a.-1 P.m. Requester: G r c t cc.. Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. 0 Approved per applicable codes. ,Corrections required prior to approval. COMMENTS: 1a� VI M fr o J o tOSr v55eci t\At SSPrn PIC .�� Pr„y' 111o1 �\ Ad If101/4q# ww'( - o st (I Or : 1v..5 ersttOin 1A; Y1 \ ta)■\` r trr ' r \' "'VD Gt Inspector.( 0 $47.00 RE ' IINSSPPE FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: _) ( O ` Receipt No: Date: s.:wrJcYa h atia?Smci?ur� ° �i n"Ji ".k��.��G•� t>t" 4< r a �w n a. s.: r�3.�'r'::r:R,�ir�n::�':r�?� i`;ao, roject: Addres : Special instructions: 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 race,- L' Allec& T . e; of Inspection: Date ca Date wantedI Requeste$- `7 K,cC (206)431 -36 P one: 1 5. 701 tit is29' Corrections required prior to approval. COMMENTS: C CIV.Iter - krovkS - - (0 4 7 - `f0l^^ V\b-te 4 µ c-4-1 \•1 vCt h col •i e vi Y e CGrc me 4 01 rIra \V1 5p ( kto" W v.Aer Co tn - �v'ac -4 A,�n ON\ -e -.0 x 2 0 6 — ) 3 ( Q 7 9 Inspector. Date: — 7 ` f � o �� ' {� VV $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: f.T,..�`�Y,' �P'�::�FtSas+»rie *7x�'��i�i: 4�«.« f} �h!"! �' nt` �' #i..°,2y..�'�k�l'tn', ^.tw.a. °M' S'?;` Sy4'' s<, tt5_• t:+ �. �f,?{' iiii';: �+ � :+tik�liu�:�w�ws.'titt:aii�ifilT. �J.aa�za..IwS:b +aJ.lLrLd tt^+i.`;v+.�" nU;.Mak�w -real' -; atird'dr3:1 'titi£i 1.5,1YnrPl;s,G -tSty P; z re i t� co o ; W I J I- w O ; Nom I— = w Z 1- 0 LLI U � O N ' o 1 . w W '. O : Z : w z Project:--- 0 1 1 �.►, d &,I Type of Inspection: fFt'er`1 c l /5 Addres /C ■b /37 Date called: Special ins ruc ons: Date wanted: 7-619/ �"� t° p.m. Requester: 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 Corrections required prior to approval. COMMENTS: /" . — ref - I2" 'l - ' /A-/ dam' S � / �iJ4S / �e �. )■ / — _ a ( Sly r 5 • li t i eljkl i S 4?-9/pvnv Date: 7- 6_ 0 / .�LJ $47.00 R INSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: La i¢'�41"�+ Grp' u�. �v�3.' i6_.;: ��5::. i1. adL+ w. a,". ic. �.K.: �. x: ii}+ i.: aitiutiGri :'a�:tuu�.:,�.ca:tr•,..... c.,. n. �... ,�..._..�...__.AC..�.n...:..... U 0 O ': to O W J w 0 . gQ u. H W _ U �. 0 N '. o I— w w '. I - LL. Z U = 0 I- Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION El Approved per applicable codes. PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 k tg066))4 pe'of In pection: �ru ►.� Space. S hc'ce tt)c1 Project: 10n �t Address: I 5.40H S 13 Special instructions: IGlns .e:rl 1 IA t"ici e' c 1LJOot^^ cpSG►r Date called: -01 Date wanted: a .m. O J p.m. Requester: N l I t I/v Phone: ;14 required prior to approval. COMMENTS: 1 C,/, Le, , ce2) 4»' l 1/1 /0°,./ 4a sZ r(14 yx4 e fr -ro 10 —) CG`S' ii f; Date: 7 El $4 .00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: Date: ,r'R' w r4• "Y r ' �y� � .�14�1�t�..�.«�t.�.`s.C�'?t�'+ .�t'�`C- ''rJ.�}aF1r�l�i °'e*8su r w+�`i.:4t r R��ti�6. �f: 1�7dii�t :+Ua.Knfu�.cl+3f.Gti «.fY..i i _Yr,�a.- u. n.cs.MrrJa ti = •*r.s...::m,i? awr,i 14.4,t:.116.2iSv 41,:iti.1B`db`N.'rii , 10..:' k6Y J 14.. ' .V t5sao:+e 86i1Ga4 zihA. % si+A'druU�iti'd1Ab' +M�`'t.�1Ct 4t 7 Project ` � � Type of Ins ection:* . ,r / �j te Addr s'�'��� ate Z�lled: Special instructions: Date wanted: • .7--2— a.m. Requester: , ... Phone: r1 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: -c1 47-74 /:e44e, 04- u e , I -74, ����`f 4 r� e ' €J 0 $47. INSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: t�ro,+,:l`+s1�.:�"iSSS I tiW��r +.��� ?�; b_+�%�tl } " �'�+P!�,:F�� � PERMIT NO. (206)431 -3670 Corrections required ptior.to app�b5al:. itiA4# �u. Ndtid�sY. �xAtxk.SLrrW, iSit'aaiYC'tiF1�tA�uSttd�;;�t24' .•... - u1dA�tit. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 7 0 - a ?5 Project: Ti Te c/ 6re&Q Wj e✓? A ds: 14co S / St Special instructions: Type of Ins ectiorao4 [,�Rno-F Shy Date wanted. a.m. Re uester: Al 'l 17 Ph e /7 Approved per applicable codes. 0 Corrections required prior to approval. OMMENTS: Date: 4727,9( 0 $47.00 REINSPECTIO UE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv•., Suite 100. Call to schedule reinspection. Receipt No: Date: 4 ' : :m�:i�:', U 0 to 0 • W w 0 : = a F l I- 0 Z W C 0 ' O co 0 W u. lil 0 N 1- O Z . Project: / Tyl5e of I specti . n: r— Address: . 52(3 /? Date called: c -4 / Special instructio s: ' ,:� _ -Date wanted: a. Requester: / Phone: INSPECTION RECORD Retain a copy with permit INSPECTIOJJ NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 tK! �" i uef 5/! �Y.:' k.:: sR�' 1KIi�t1�W 'RU�extwN��'?�'x.YIREY��� ^EFJSZ.� Y�6�'i� (206)431 - 367014 - .7:, Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: Date: 5 . / Q/ $47.110 R INSPECTI( IFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date; J .u. u .. i::..._ v6. i4iw4i:.,. S. 11n 6, 7+: zi4h.dlvsQ^uKe „:51.LtaF..+..? J. ti:aSraiE'3c niJiSYdrcl4x: 1411:44 as xsi.w '+4 It w LL: W uJ W I Z O, Z U. 111 D p W WC F V'; L U N. • 0 z Project Type ofnspeSEion: j _ • � G Address: 6 ': tl?i SF Date ca led: f - Zg'oi' T Special instructions: I4 I T a : YVl • i- LeCt.t..A._! ,. Date wanted: 5- Of a.m p.m. Requester: Phone: i lUtl1'" Lt6'- 60&`71 El Approved per applicable codes. NSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: Corrections required prior to approval. L $47:00 REINSPECTION tE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ti .. � .r 3 ,� {.�Y,,. 1 � �� +4i1 i• r .. • e .rWrt r �f � is yt;;• t t� t �a �x`:,:.t s. �s� f.r�;.,x.,iY;u�2e��'rtSY'i;�' X42:. �S. r�} f. �s.. �w' �n,_..S c nx? 1< x:�..U'.s..i: �, �.h; �• fiuA: A1:: r_ su. vKW.. t� :'k�aa.7'.`�sa�a_.�..._..':.��: ILI r4 4 2 V'. U0 co o '. u. N W'. W 0 w z ° LIJ U O` 0-- O I— W '. U LL b W z rA rz z Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY.OF TUKWILA BUILDING DIVISION 6300'Southcenter Blvd, #100, Tukwila, WA 98188 T oject: Addre ` Special instructions Ty of Inspection. A . ►o P ate called: 51; / ' o / i Date wanted: 5 ^�� Vi p.m. Reques r: Phgfje; 3 � a PERMIT NO. (206)431 -3670 L 'COMMENTS: Corrections required prior to approval. $47.00 INSPECTION f E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: •..01.4 1w Jcama ailial i il +�Si l lego, K)3 3.IYi 34Tti..lY�'•r� T)� ..141' A4 ♦W4 5 u ree4.44.44 Gfria;64e Z414/0 1W11.2 . i rti h :to- . i:r 4r4'J F_Jr_oject: . C il 4'1 -6rer(n ui 11 /nn P1 - - , Tyke of Inspection: f()Initta F Addr ss: cad) Ditg lle 5/670/ S /.3 3 Special instructions: Dats ranteci: in0 ff)/ 49 Requester: 1 i KP - / Phone: g-bei w .1:1q &Of+ L" • • INSPEOEOFtNO 0/11E t je CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 /UM d 1 /r/ _ s-T /Y ?2( INSPECTION RECORD n i( 15 ,, t. Retam a copy with permit -v PERMIT NO. (206)431-36 Approved per applicable codes. D Corrections required priorito approval. 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: COMMENTS: / • " SPEAAW ' ' MIWsilit.0104444.6 "ac004"'i4 4:0441.saei4rAt.amr •140 COMMENTS: J uy Type of Inspection: .5lt — el ., po a.,.# Address: S J37 5o/or t-4 •.J y `1 ,D, S. r if,64. P 4A.ot,�.t-cf P ac t . j 176 • bil-i c.►-1 To /(J:' t,J Cd f:,,,..y1 caw S I P.D. c Alb b-o it/, 1J. 6a14, -c . ki.. aJ 'cyt/N '-c zcA, Cl Project: ✓._... c4/4 7 . 6 ' rc'C- J uy Type of Inspection: .5lt — el ., po a.,.# Address: S J37 St Date called: 5 r Special instructions: fort l a f � oss'�le �� �c'Se Date wanted: , 5 '.3 0 o p.m. R eques t er: t�'1 1'n/ - � Tr in6 Phone: (? 5A4- G G ( / - 7 SD . INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 n Approved per applicable codes. Inspector: 620 Date: 5c)/0) 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: PERMIT NO. (206)431 -3670 Corrections required prior to approval. of ea Lta'rck 3d5 ti FF�- a'9(G4.4 "34 "�xsSY�fiv7iafiitili Pro ect: lO ?' rye u Type of Inspection: Sm Addres: 52ot.{ S i 3 -- / Date called: // n //S ecial instructions: \\ // , Date wanted: a.m Jequester. ' .,w Phone: Oeil 2- 06. -1yy _ 375 5F INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 1 Approved per applicable codes.. El Corrections required prior to approval. COMMENTS: 1 7/2.101 4.iyr c,v n .)9946 _a : / cdrsA, 71 4t 4 1�.rt.nr 10(1G Inspector: E $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: 'e71, . s :u..ia 4;, ^ y�: ..r .+t s � �+ , £ ! (-" , y� ' . : '�' • : � ]1:= :, • ?.f.a... �..1�.... +:..s.1�.. 7 a...m..:u7.k 6`:r a .[ � .4 �t .l .... , ..... r�c .r t-���a r �swsr k. ;:tv,0t4.a ux..Lr' , Y k?u:1R :l4aet+F, ,u;4v 9 U:. 00 . to 0 U) w 0 . g u_ ? U) I-- w 0 Z 0 0 `, 0 w ` LL h - o ' cu z . 0 0 ~; z Proje t: u ii Type of Inspection: ress: 5a N S V3'1 Date called: 6 - 2q "oi i lime, ,Special instructio I ,� ~ . Date wanted: 1 -c--CD \ a.m. p.m equestf R C . ` l ttie / P , 1 Phone: ...._..- � 85- 2-Die 7 Cel1 COMMENTS: 1, 4.1 0 i lime, FA A A RdC, ?d 0 cch II �� /b ai-e 3 5 . }G-7 t o i f , W. Litt 1 � , ( 0 /Td' ulx • ttie / P , 1 Inspector: /, 1 I Date: 7 555 INSPECTION RECORD Retain a ropy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. 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: l w • u„ f`fP ^� .. t+ h+`c a7`. x iw # S irr.63t x.4. +5 n4 14 ` s'j O ; (n o '. Lu 9 ca W J u a D. = I— W O: LU D 0) , 0 I- o w z . o1 z City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIR FINAL APP DEPARTMENT OVAL FORM Retain current inspection schedule Project Name - roil ' - 7)10 4- 6,11(c 41 Address S 2.r) 4 -1 S /3 - 7 Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: !!. •••••.: • )i.,•% 7•77.75.7.7. Permit No. 00 Suite # FPO .4 SP Authorized Signatur Date ihNALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East ,• ,Thkwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 z 6 3 -J 0 0 u) . ill uj 2 u. 3 — I- al Z 1-0 Z F- LU D 0E 0 I- W W o U. ro w 0 22 0 1 z LOT I HEIGHT GALL. No, LOCATION SM. ELEVATION I A - 10.50' 2 S 10.50' a 0 10.50' 4 D 10.50' 5 E 11.00' 6 F 13.00' 1 G 14.50' 8 H 15.50' 1 1 11.00' 10 J 15.50' I I K 11.00' 12 L 11.00' 13 M 111.00' 14 N 11.00' 15 0 18.50' 16 I' 16.00' 1 a 15.00' 18 R 12.15' 11 S 10.15' 1,420.50' (TOTAL) / II = 1416' (AVG. FINISHED GRADE) 14.16' + 30' (MAX. HT. ALLOWED) = 10416' 14.16' (AVG. FIN. GRADE) + 26.83' = 101.51' 104.16' < 101.51' = 3.11' UNDER MAX. HT. ALLOWED G FIRE HYDRANT CORRECTION LTR# � These plans have been reviewed by the Pubii� Works Department for conformance with current City st nc':,rds. Acceptance is subjc, ; anc: c ,n which do not authorize . - . Df ad: L t.andards or ordinances. Thom: r - .ty for a adequacy of the design rests h the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmi :; t of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date 1x06. oo By: �L- #2 crr`i OF -R11° \{111 S #5 PERMIT r,Er17r ■ ■ #5 D =8I 41'00" R=30.00 L=42.82' T =25.18 S. I GS SCALE : 1" = 20' -0" RECEI S EP 1 2 2000 TUKWILA PUBLIC WORKS „ -14.8a'- a� '1----1" .—I ei ,SEMENT / F-- s O #6 tt?cds d < '. �Fh.�s:A ztx;`v:il1'!iril M1C ~A:(.• Arcs N 1 4 S. 15 In STREET 0 10 20 I 6" G.O. 5.5. CONN. pEW?�LK'• IF ROCKERY IS TO BE USED ON EAST PROPERTY LINE, SUBMIT REVISION TO THE CITY OF TUKWILA FOR REVIEW APPROVAL SLOPE S81 OUT FILL ESTIMATED: 50 GU. YDS. OF FILL ESTIMATED: 50 CU. YDS. OF GUT #2 ;ENVE° Tuw.ktIL... 7 CEP7•trt 1/2 S.17 #3 6 4 e■ ot-oi RECEIVE SEP 1 2 200 3 TUKWILA PUBLIC WORKS O 1/2" 1 NISHED GRADE) .76 1.51' ALLOWED GB D=51 47'00" R= 30.00' L= 42.82' T =25.18 SCALE : 1" = 20' =0" q °58f5 "E - 14 '6'8 - i I I e•s 1 EASEMENT / f- sd 4 IMPERVIOUS AREA 5 -6" #4 0 10 20 30 40 50 LOT AREA LOT AREA: 7,546 S.F. HOUSE: 1,615 S.F. WALK /PATIO: 220 S.F. DRIVEWAY: 554 S.F. TOTAL: 2,441 S.F. LEGAL DESCRIPTION LOT I SHORT FLAT NO. L15-0051 CITY OF TUKWILA KING COUNTY, WASHINGTON OWNER GRACE NGUYEN g TONY THAI 5204 15th AVE. N.E. APT. # 201 SEATTLE, WA 18105 PH: (206) 121 -1611 CELL: (206) 254 -4155 Dw #1 x rt 0 2 0 �C N N 0 co rn w J J z 0 0 0 0 0 w 1- 5 0) 0 0 0 I 0 00 1 w w 1 J J 0 F- 0 0 rn co w 0 w 0 FOYER I 'I 1 8. S S CO CO m •• CO M N CO N 1 ( f p U CJ p 3 878 O O 8 8 8 MILGARD VINYL PIC. 5320 L l ® ® � Ialala aia aaa YES 0.35 15.00 5.250 LIVING MILGARD VINYL SLDR. 5120 YES 0.39 30.00 11.700 LIVING MILGARD VINYL RADIUS 5720 YES 0.34 6.28 2.135 DINING MILGARD VINYL SLDR. 5120 YES 0.39 30.00 11.700 KITCHEN MILGARD VINYL SLDR. 5120 YES 0.38 12.25 4.778 NOOK MILGARD VINYL S.H. 5220 YES 0.39 25.00 9.750 FAMILY MILGARD VINYL SLDR. 5120 YES 0.39 40.00 15.600 DEN MILGARD VINYL SLDR. 5120 YES 0.39 25.00 9.750 STAIRWELL 1 2.00 4.00 MILGARD VINYL SKYLIGHT 780 3/4' AIR NO 0.54 8.00 4.320 MSTR BATH 2 2.00 2.00 MILGARD VINYL SKYLIGHT 781 314' AIR NO 0.54 8.00 4.320 BATH 2 1 2.00 2.00 MILGARD VINYL SKYLIGHT 781 3/4' AIR NO 0.54 4.00 2.160 BASEMENT MILGARD VINYL SLDR. 5120 aaa YES 0.39 12.25 4.778 BASEMENT MILGARD VINYL S.G.D. 5821 YES 0.35 40.02 14.007 BASEMENT MILGARD VINYL S.H. 5220 YES 0.39 37.50 14.625 BASEMENT MILGARD VINYL SLDR. 5120 YES 0.39 40.00 15.600 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: ' (gas, oil, propane, heat pump, electric) 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 (�e 7(.-i 'S+ T e f 10 GLAZING SCHEDULE ROOM I 0 OF WND. WNDS. W. UPPER FLOOR CITY O 'TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WND. H. MANUF. (2) FRAME TYPE WOW. MODEL TYPE NO.(2) AIR GAP GAS (2) MSTR BEDRM MSTR BATH BATH 2 BEDRM 2 BEDRM 2 BEDRM 3 1 2 1 1 1 8.00 4.00 2.00 6.00 3.00 4.00 4.00 2.00 5.00 1 6.00 3.50 MILGARD MILGARD MILGARD MILGARD MILGARD VINYL VINYL VINYL VINYL VINYL SLDR. SLDR. CASE SLDR. RADIUS VINYL SLDR. 5120 5120 5520 5120 5720 112" 12' - Al R 12' 12' AIR 12" - AIR AIR AIR YES YES YES YES YES 0,39 0.39 0.32 0.39 0.34 32.00 32.00 4.00 30.00 3.54 12.480 12.480 1.280 11.700 1.204 512012" AIR YES 0.39 21.00 8.190 MILGARD DOORS WITH MORE THAN M0% GLASS 11 2.501 6.871SIMPSON (WOOD (DOOR 1 600113/4' FAIR IVES 1 0.361 16.681 6.0031 (NOOK DOORS WITH MORE THAN 50% GLASS TOTAL: 18.88 8.003 AVG. U -VALUE (VERTICAL GLASS): i, u - vru.uco Alit OBTAINED FROM DCD APPROVED LIST. (OR NFRC CERTIFIED.) 2) REQUIRED IF USING CHAPTER 4 OR 5 COMPLIANCE OR IF THE INSTALLED GLAZING DOES NOT COMPLY WITH THE OPTION SELECTED IN W.S.E.C. TABLE 6-1 OR 6-2. )SED GLAZING RCENTAGE I 4:77,, 62 I S.F. _ I Z 5o I S.F. x 100 = B, 06o The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. ENRGYCOD.DOC 2/13/97 LO-E (2) U -VAL. AREA (1) (2) S.F. (2) PLAN M1990A2F -1DB WND. TOTAL: 435.84 187.006 ACTIVITY #13z000 Z25 0.382 1REA 44 SIZE H -15 U -VALUE PERU AREA S.F. RECEIV U CITY OF TUKWILA IT CENTER 3 z W . O 0 u) 0 . CO WI CO W W 0 to • 3 = � W Z� 1- o w w U� O N 0 I- W W I- IL 8 flu U= O I•- z STAIRWELL ^ -_. I 1 N N N 8 88 N 1 MILGARD VINYL SKYLIGHT 780 3/4' __ Weird: f IJ{ z z z 0.541 0.54 0.54 8.00 8.00 4.00 nnM 4.920) 4.320 2.160 in Afl MSTR BATH MILGARD VINYL SKYLIGHT 781 3/4" BATH 2 MILGARD VINYL SKYLIGHT 781 3/4' _ 1. HEAT SOURCE: 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 6'6'6 7tAli EST ( GLAZING SCHEDULE ROOM # OF WND. WNDS. W. LOWER FLOOR BASEMENT BASEMENT BASEMENT BASEMENT MAIN FLOOR UPPER FLOOR MSTR BEDRM MSTR BATH BATH 2 BEDRM 2 BEDRM 2 BEDRM 3 3 2 3.50 8.00 2.50 8.00 8.00 4.00 2.00 6.00 3.00 6.00 CITY O - - TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WND. H. WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 3.50 6.87 5.00 5.00 4.00 4.00 2.00 5.00 3.50 MILGARD MILGARD MILGARD MILGARD MILGARD MILGARD MILGARD MILGARD MILGARD MILGARD MANUF. FRAME (2) TYPE VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL SLDR. S.G.D. S.H. SLDR. GLAZING % = TOTAL 1 = HEATED AREA AVG. U- VALUE= UA TOTAL (TOT. 2) _ AREA TOTAL (TOT. 1) ENRGYCOD.DOC 2/13/97 WDW. MODEL TYPE NO.(2) SLDR. SLDR. CASE SLDR. RADIUS SLDR. ! Pm 94'! 7411RK' r: ?t t" Y!'?, 4'; t. mr{ pMrt' �msst<' rX !r«t:Ye�+^r, :.�.. �.- 5120 5621 5220 5120 5120 5120 5520 5120 5720 5120 PLAN M1990A2F -1DB AIR GAP 12" 1/2" 12" 1/2' 12" 1/2' 12" 12" 12" 12" GAS (2) AIR AIR AIR AIR AVG. U-VALUE (VERTICAL GLASS): (1) U- VALUES ARE OBTAINED FROM DCD APPROVED LIST. (OR NFRC CERTIFIED.) (2) REQUIRED IF USING CHAPTER 4 OR 5 COMPLIANCE OR IF THE INSTALLED GLAZING DOES NOT COMPLY WITH THE OPTION SELECTED IN W.S.E.C. TABLE 6-1 OR 6-2. ACTIVITY #: 225 (gas, oil, propane, heat pump, electric) AIR AIR AIR AIR AIR AIR LO-E (2) YES YES YES YES YES YES YES YES YES YES U -VAL. AREA (1) (2) 0.39 0.35 0.39 0.39 0.39 0.39 0.32 0.39 0.34 0.39 WND. TOTAL: 12.25 40.02 37.50 40.00 4.778 14.007 14.825 15.600 FOYER LIVING 1 1 5.00 8.00 3.00 5.00 MILGARD MILGARD VINYL VINYL PIC. SLDR. LIVING 1 4.00 MILGARD VINYL RADIUS DINING 1 6.00 5.00 MILGARD VINYL SLDR. KITCHEN 1 3.50 3.50 MILGARD VINYL SLDR. NOOK 2 2.50 5.00 MILGARD VINYL S.H. FAMILY 1 8.00 5.00 MILGARD VINYL SLDR. DEN 1 5.00 5.00 MILGARD VINYL SLDR. 5320 5120 12" 12" AIR AIR YES YES 5720 1/2" AIR YES 512012" AIR YES 512012" AIR YES 522012" AIR YES 51201/7 AIR YES 51201/7 AIR YES 0.35 0.39 15.00 30.00 5.250 11.700 0.34 6.28 2.135 0.39 30.00 11.700 0.39 12.25 4.778 0.39 25.00 9.750 0.39 40.00 15.600 0.39 25.00 9.750 32.00 32.00 4.00 30.00 3.54 21.00 435.84 12.480 12.480 1.280 11.700 1.204 8.190 167.008 DOORS WITH MORE THAN 50% GLASS NOOK 1 11 2 867ISIMPSON IWOOD (DOOR 1 600113/4" IAIR j'ES I 0.361 16.681 6.003 DOORS WITH MORE THAN 60% GLASS TOTAL: 16.88 8.003 0.362 OfT4 /VII. .v ... -.•• AVG. U -VALUE (OVERHEAD GLASS): AREA 0.540 UA 1 472.521 183.8091 TOTAL 1 TOTAL 2 472.52 S.F. = 0.19 = 18.86% 2505.00 S.F. 183.81 UA = 0.389 U -VALUE 472.52 A U -VALUE PERK AREA S.F. R�C to CITY CF TIU KWILA IT CENTER , 472- sz SIZE %REA -� 3SED GLAZING RCENTAGE H -15 centage listed under the a z � J U U CO o CO w J = W LL w 2 g< ca F • w Z =' I-- O z I- W W C.) O 52 O IF- W H F 11. 0 .. z W • = O z r NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. fit CITY OF C EIVtu TUKWILA ,,F iJ t . .. tl PERI4IT CENTER TC TMI (I A7ING AREA 44 ) -, - r TOTAL GLAZING AREA 4721 52 ENRGYCOD.DOC 2/13/97 S.F. + TOTAL CONDITIONED FLOOR AREA 2605 (add entire column) S.F. x 100 = PROPOSED GLAZING PERCENTAGE 0 nvlTY #: pz - Z25 CODE ORM H -15 Sump, electric) losed residential design and hich option to choose. Mark J - 4466 T Gib The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. � -mi 3 W , 0 co 0 W W 0 i 2 g Q ` = Z 0 ' W ~. 0 0 N 0 I uj rz LI Z 1= _ 0 1- Z CL 1PTER 6, PRESCRIPTIVE OF . aONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I Glazing max: % of floor . a Door. U-value with attics vaulted above grade below grade interior OR exterior Floor Stab on grade HEAT SOURCE: ELECTRIC (except heat pumps) OPT I OPT II OPT III 0 0 0 OPT IV OPT V o o 15% R-38 R-30 R-19 R-19 7 • RAO% OPT VI OPT VII* 0 OPT VIII* 0 ; , • •• ' t. • • 30% . , : • * < 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. 0 YES 0 NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 2 z z 1.1 -J 00 • COW ° W -I 1- C° ut 0 2 g 5 u. 4( (12 a ui Z I- 0 z 0 LIJ uj u) o w tu I 0 z w 2 I I- 0 CHAP) cR 6, PRESCRIPTIVE OPTION., 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 AFUE' Glazing max of floor; U- Value Door U value (Ryvalue) Ceilings with attic aulre Walls above grade below grade interior 0 ; exterior F loor Slab on` grade ': HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPT I 0 R =10 OPT II OPT III O 0 21% 0.75;. 0.40 • (R 25) .;. R -19 R -10: R -19 .' R_10 OPT IV 0 > 78 R -19 R -19 R -10 R -19 R -10 OPT V 0 >:.74 OPT VI* OPT VII* 0 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: ENRGYCOD.DOC 2/13/97 ,Sit∎∎ iM . _.. cFE?�i",! ''OX•tfl,Nt S+s,, nn�.rF+:MurMStret?e ...r , ,,tx., :rot A V.4% 771 i 4 A �fi0.R!!INF'f- tR4k7:3' ?n:;anwq!Yetd4t•1!M, z 1 w 00 N 0 LIJ J = H CO u_ WO 2 u. = w z I F- O z � W Lu U O : O N o w LL. O w z U = OH z Check Seismic: V = 0.1964 x W (all plywood shearwalls) V In full strength values Max V seicmic WOAup =( 1392 sf /rf + 1106 sf/ WI + 0 sf / flr )x 10 psf = 24980 lbs : (for rho calc) W a y -y =( W b y -y =( W c y -y =( W d y -y =( W 1 x -x =( W 2 x -x=( W 3 x -x =( W 4 x -x =( 0 sf /rf + 510 sf /rf + 584 sf /rf + 298 sf /rf + 329 sf /rf + 632 sf /rf + 431 sf /rf + 0 sf /rf + 0 sf/ wl + 260 sf/ wl + 578 sf/ wl + 268 sf/ wl + 268 sf/ WI + 580 sf/ wl + 258 sf/ wl + 0 sf/ wl + 0 sf / flr )x 0 sf / fir )x 0 sf / flr )x 0 sf / flr )x 0 sf / fir )x 0 sf / fir )x 0 sf / fir )x 0 sf / fir )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 0 lbs : 7700 lbs : 11620 lbs : 5660 lbs : 5970 lbs : 12120 lbs : 6890 lbs : 0 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V 1 x -x = V 2 x -x = V 3 x -x = V 4 x -x = 0 lbs. : 1512 lbs.: 2282 lbs. : 1112 lbs.: 1173 lbs. : 2380 lbs. : 1353 lbs. : 0 lbs. : 0 plf 108 plf 120 plf 47 plf 65 plf 108 plf 113 plf 0 plf WOAmain= 1979 sf /rf + 3635 sf/ wl + 956 sf / fir )x 10 psf = 65700 lbs : W a y -y =( W b y -y =( W c y -y =( W d y -y =( W e y -y =( W 1 x -x =( W 2 x -x =( W 3 x -x =( W 4 x -x =( 255 sf /rf + 510 sf /rf + 671 sf /rf + 418 sf /rf + 125 sf /rf + 425 sf /rf + 832 sf /rf + 596 sf /rf + 126 sf /rf + 210 sf/ wl + 864 sf/ wl + 1601 sf/ wl + 825 sf/ wl + 135 sf/ wl + 833 sf/ wl + 1728 sf/ wl + 957 sf/ wI + 117 sf/ wl + 0 sf / flr )x 176 sf / fir )x 544 sf / fir )x 236 sf / flr )x 0 sf / fir )x 224 sf / fir )x 446 sf / fir )x 286 sf / flr )x 0 sf / fir )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 4650 lbs : 15500 lbs : 28160 lbs : 14790 lbs : 2600 lbs : 14820 lbs : 30060 lbs : 18390 lbs : 2430 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V e y -y = . V 1 x -x = V 2 x -x = V 3 x -x = V 4 x -x = 913 lbs.: 3044 lbs.: 5531 lbs.: 2905 lbs. : 511 lbs. : 2911 lbs. : 5904 lbs. : 3612 lbs. : 477 lbs. : 35 plf 277 plf 270 plf 323 plf 28 plf 208 plf 236 plf 637 plf 127 plf WOAlower 1065 sf /rf + 2950 sf/ wl + 1796 sf / fir )x 10 psf = 58110 lbs : W a y -y =( W b y -y =( W c y -y =( W d y -y =( W e y -y =( W 1 x -x =( W 2 x -x =( W 3 x -x =( W 4 x -x =( 306 sf /rf + 0 sf /rf + 572 sf /rf + 187 sf /rf + 0 sf /rf + 425 sf /rf + 640 sf /rf + 0 sf /rf + 0 sf /rf + 415 sf/ wl + 0 sf/ wl + 1785 sf/ wl + 750 sf/ wl + 0 sf/ wl + 1250 sf/ wl + 1700 sf/ wl + 0 sf/ wl + 0 sf/ wl + 409 sf / flr )x 0 sf / flr )x 1073 sf / flr )x 314 sf / fir )x 0 sf / flr )x 787 sf / fir )x 1009 sf / fir )x 0 sf / flr )x 0 sf / flr )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 11300 lbs : 0 lbs : 34300 lbs : 12510 lbs : 0 lbs : 24620 lbs : 33490 lbs : 0 lbs : 0 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V e y -y = V 1 x -x = V 2 x -x = V 3 x -x = V 4 x -x = 2219 lbs. : 0 lbs. : 6737 lbs. : 2457 lbs. : 0 lbs. : 4835 lbs. : 6577 lbs. : 0 lbs. : 0 lbs. : 123 plf 0 plf 241 plf 175 plf 0 plf 201 plf 263 plf 0 plf 0 plf Lateral Analysis: 1997 UBC P: Max Ht - upper= P: Max Ht -main = P: Max Ht- -lower = Compute Wind Load x -x, y -y: b y -y = c y -y dY -y= 1 x -x = 2 x -x = 3 x -x = a y -y = b y-y = c y-y = d y -y = 1 x -x = 2 x -x = ARCHITFCTS NORTHWEST upper = upper = upper = upper = upper = upper = 32.0' Ridge; Use P = 20.0' Ridge; :Use P = 15.0' :Use P= 10.00 ft w x 16.00 ft w x 7.00 ft w x 7.00 ft w x 16.00 ft w x 11.00 ft wx a:y -y = main= 6.00 ft w x 9.00 ft h= 54.00 sf x 13.57 psf = 733 lbs b y -y = main= 15.00 ft w x 9.00 ft h= 135.00 sf x 13.57 psf = 3252 lbs c y -y = main= 16.00 ft wx 9.00 fth= 144.00 sf x 13.57 psf = 4984 lbs d y -y = main= 10.50 ft w x 9.00 ft h= 94.50 sf x 13.57 psf = 2277 lbs e y -y = main= 3.50 ftwx 9.00 fth= 31.50 sf x 13.57 psf = 427 lbs 1 x -x = main= 9.00 ft w x 9.00 ft h= 81.00 sf x 13.57 psf = 2093 lbs 2 x -x = main= 16.00 ft w x 9.00 ft h= 144.00 sf x 13.57 psf = 5236 lbs 3 x -x = main= 12.00 ftwx 9.00 ft h= 108.00 sf x 13.22 psf = 3285 lbs 4 x -x = main= 3.00 ft w x 9.00 ft h= 27.00 sf x 13.22 psf = 357 lbs lower= lower= lower= lower= lower= lower= 15.00 ft w x 0.00 ft w x 22.00 ft w x 10.50 ft w x 9.00 ft w x 0.00 ft w x 9.00 ft h= 12.00 fth= 9.00 ft h= 9.00 ft h= 13.00 ft h= 11.00 fth= 9.00 ft h= 0.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 0.00 ft h= 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 15.78 ave psi See sheet 10 for sail areas. page 1 Fr1 '' f 13.57 ave psf See sht 5 for Design Criteria. See sht 5A for Shearwall schedule 13.22 psf 90.00 sf x 192.00 sf x 63.00 sf x 63.00 sf x 208.00 sf x 121.00 six 135.00 sf x 0.00 sf x 198.00 sf x 94.50 sf x 81.00 sf x 0.00 sf x 15.78 psf = 15.78 psf = 15.78 psf = 15.78 psf = 15.78 psf = 15.35 psf = 8.20 psf = 8.20 psf = 8.20 psf = 8.20 psf = 13.22 psf = 13.22 psf = Plan M1990A2F -1 DB R E CEI VED Latera, .Analysis: CITY OF TUKWII,A Date: 6/26/00 I it�tl 1420 lbs 3030 lbs 994 lbs 994 lbs 3282 lbs 1857 lbs 1840 lbs 3252 lbs 6607 lbs 3051 lbs 3164 lbs 5236 lbs Total Wind Loads ! r n.VaRM1,1106176!WT?TPTal9tr ?S.s {, t¢Uf'.4?7M tfLT- AS�.i'1hp:'L' Cr4VFM..4f,'}ww.0 .t` "iyr;C""shtsINIKAtlp no. 145 TWL y -y upper = 6444 lbs ' TWL x -x upper = 6134 lbs TWL y -y main = 11673 lbs TWL x -x main = 10972 lbs TWL y -y lower = 15178 lbs TWL x -x lower = 12043 lbs 225 ODINVILLE, WA 98072 FAX: (425) 487 -6585 Z cc 2 U : CO WH LL W _ ° , � W Z H. 1- 0 Z F ja n - 0 1- W W • 1 1 1 Z 0 ~` Z ., Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW y -y = ( 1 x -x = ( Sum SW 1 Sum SW 2 x -x = ( Sum SW 3 x -x = ( 0 0.00 tI If shear wall tI sw y -y 14.00 tI If shear wall 56.50 19.00 tl If shear wall 23.50 tl If shear wall 18.00 ti If shear wall tl sw x -x 22.00 tI If shear wall 52.00 12.00 tl If shear wall 14.00 8.00 8.00 3.00 10.00 13.50 18.00 11.00 11.00 6.00 3.00 3.00 .ARCHITECTS NORTHWEST Compute sum of Shear - Resisting Walls & Comp x -x, V y -y • . n.tn.• 26.00 8.00 14.50 4.67 18.00 3.00 14.00 2.67 1.88 3.00 6.00 4.33 3.00 11.00 3.00 1.88 5.00 3.00 main floor: Sum SWay -y =( Sum SWby -y =( Sum SWcy -y =( SumSWdy -y =( Sum SWey -y =( Sum SW 1 x -x = ( Sum SW2x -x =( Sum SW3x -x =( Sum SW4x -x =( lower floor Sum SWay -y =( Sum SWby -y =( Sum SWcy -y =( Sum SW d y-y = ( Sum SW1x -x =( Sum SW2x -x =( Sum SW3x -x =( Sum SW4x -x =( 3.00 10.00 2.50 11.00 5.00 5.00 3.00 10.00 18.00 14.00 13.50 14.00 12.00 0 18 0 Compute V x -x max. and V y -y max. location upper floor: a y-y = b y -y = cy d Y -y = 1 x -x = 2 x-x = 3x -x main floor: a y -y = b y-y = c y -y d y -y = ey 1 x -x = 2x -x= 3 x -x = 4 x -x = lower floor. a Y -y = c y -y = d y -y = 1 x -x = 2 x -x = 3 x -x = frame shear walls V wind 0 lbs 1420 lbs 3030 lbs 994 lbs 994 lbs 3282 lbs 1857 lbs 733 lbs 3252 lbs 4984 lbs 2277 lbs 427 lbs 2093 lbs 5236 lbs 3285 lbs 357 lbs 1840 lbs 6607 lbs 3051 lbs 3164 lbs 5236 lbs 3285 lbs 0 lbs 1080 lbs 1630 lbs 794 lbs 838 lbs 1700 lbs 967 lbs 652 lbs 2174 lbs 3950 lbs 2075 lbs 511 lbs 2079 lbs 4217 lbs 2580 lbs 341 lbs 2219 lbs 6737 lbs 2457 lbs 4835 lbs 6577 lbs 0 lbs 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 Vseismic /1.4 V max #s / length plf governing force Date: 6/26/00 0 #'s/I = 1420 #s/1= 3030 #'s /I = 994 #'s /I = 994 #'s /I = 3282 #'s /I = 1857 #'s/I = 733 #'s /I = 3252 #'s /I = 4984 #'s /l = 2277 #'s/I = 511 #'s/I = 2093 #'s/I = 5236 #'s/I = 3285 #'s /I = 357 #'s /I = 2219 #'s /I = 6737 #'s/I = 3051 #'s/I = 4835 #'s /I = 6577 #'s /I = 3285 #'s /I = Plan : M1990A2F -1DB 0 plf 101 plf 159 plf 42 plf 55 plf 149 plf 155 plf 28 plf 296 plf 243 plf 253 plf 28 p1f 150 plf 209 plf 579 plf 95 plf 123 plf 241 plf 218 plf 201 plf 263 plf 110 plf concrete foundation walls wind wind wind wind wind wind wind wind wind wind wind seismic wind wind wind wind seismic seismic wind seismic seismic wind page 2 Use SW #: not applicable Use SW #: P1- 6(198p1f) Use SW #: P1- 6(198p1f) Use SW #: P1- 6(198p1f) Use SW #: P1- 6(198pif) Use SW #: P1- 6(198plf) Use SW #: P1- 6(198p1f) Use SW #: P1- 6(198p1f) Use SW #: P1 -4(304p11) Use SW #: P1 -4(304p1f) Use SW #: P1- 4(304pif) Use SW #: P1- 6(198p1f) Use SW #: P1- 6(198p1f) Use SW #: P1- 4(304p1f) Use SW #: P2- 4(608p1f) Use SW #: P1- 6(198p1f) 26.00 tl If shear wall 11.00 tl If shear wall 20.50 tI It shear wall 9.00 ti If shear wall 18.00 tl If shear wall 14.00 tl If shear wall 25.00 tl If shear wall 5.67 tl If shear wall 3.76 tI If shear wall 18.00 tI If shear wall 0.00 tI If shear wall 28.00 tl If shear wall 14.00 tl If shear wall 24.00 tl If shear wall 25.00 ti If shear wall 30.00 tl If shear wall 0.00 tl If shear wall SW# plf of 11 Use SW #: P1- 4(304p1f) & conc fdn Use SW #: P1- 4(304p1f) & conc fdn Use SW #: concrete foundation wall Use SW #: P1 -4(304p1f) Use SW #: P1- 4(304p1f) & conc fdn Use SW #: concrete foundation wall tl sw y -y 84.50 tl sw x -x 48.43 tl sw y -y 60.00 tl sw x -x WOODINVILLE, WA 98072 • FAX: (425) 487 -6585 79.00 •ARCHITECTS NORTHWEST Date: 8/26/00 Plan : M1990A2F- 1D13._ page 3 of 11 Verify Capacity of Designed Shearwalls: upper floor: Sum SW cap y -y = 56.50 If x 198 plf + 0.00 If x 100 plf = 11187 lbs > 5444 F.O.S. = 2.06 : 1, OK. Sum SW cap x -x = 52.00 If x 198 plf + 0.00 If x 100 plf = 10296 lbs > 6134 F.O.S. = 1.68 : 1, OK. main floor: Sum SW cap y -y = 84.50 If x 198 plf + 0.00 If x 198 plf = 16731 lbs > 11673 F.O.S. = 1.43 : 1, OK. Sum SW cap x -x = 48.43 If x 300 plf + 0.00 If x 198 plf = 14529 lbs > 10972 F.O.S. = 1.32:1, OK, lower floor: Sum SW cap y -y = 18.00 If x 325 plf + 42.00 If x 325 plf = 19501 lbs > 15178 F.O.S. = 1.28 : 1, OK. Sum SW cap x -x = 21.50 If x 198 plf + 57.50 If x 198 plf = 15643 lbs > 12043 F.O.S. = 1.30 : 1, ' OK. Redundancy Factor Check: Vmax for "p = 1" Vmax = (2)xVt / sqrt A A= 1235 sq ft Resulting Vmax = 734.35 plf Since 734p1f > seismic max of 637p1f at main 3 x -x, no added redundany factor required. Horizontal Diaphragm Shear: Roof diaphragm: b y -y: 3030# / 140pIf max = Use 16ft of detail #4 at interior SWs to truss designed to resist 2380# lateral load or use 17ft of P1-6 'Roof diaphragm: 2 x -x: 3282# / 140pif max = Use 16ft of detail #4 at top plate of SW to parallel trusses designed to resist 1120# each, or use P1 -6. Use (4) shear panels by truss manuf above SWs between perpendicular trusses w/ A35FA at top plate of SW to each lower corner of pnl. General: Use P1 -6 sheathing at all gable end trusses and rakes. Use detail #11. Use full ht studs under scissor gable end trusses. Upper floor diaphragm: b y -y: (3252# - 1420#) / 14ft of top plate = 131 plf < 177pif. OK w/ standard details. Upper floor diaphragm: c y -y: (4984# - 3030#) / 24ft of top plate = 82p1f < 140pIf• OK w/ roof deck transfering to SW below. Upper floor diaphragm: d y -y: (2277# - 994#) / 14ft of top plate = 91 plf < 177p1f OK. Upper floor diaphragm: 3 x -x: ( 3285# - 1857 #) / 14ft of top plate = 119pIf. Use A35FA at each floor joist to bear on SWs. Roof diaphragm main floor: 4 x -x: Use continuous header to connect LRPs. Roof deck is sufficient for all loads transferred. Check Overturning for Holdown Selection Uplift = [(ht x plf x width) - (2/3 D.L.x 1/2 width)] / width Note: No roof dead load used to resist shearwall overturning, It is considered equal to any uplift force from wind. Location width V plf ht. M / width DL /If Uplift Holdowns selected upper floor: b y -y = 14.00 101 plf x 8.083 ft. h. = 820 lbs - 80 lbs = 450 lbs. Use : , scheduled nailing c y -y = 8.00 159 plf x 8.083 ft. h. = 1289 lbs - 80 lbs = 1078 lbs. Use : CS16 strap -36 "I w/(18)10d nails 8.00 159 plf x 8.083 ft. h. = 1289 lbs - 80 lbs = 1078 lbs. Use : CS16 strap -36 "I w/(18)10d nails 3.00 159 plf x 8.083 ft. h. = 1289 lbs - 80 lbs = 1210 lbs. Use : CS16 strap -36 "I w/(18)10d nails d y -y = 10.00 42 plf x 8.083 ft. h. = 342 lbs - 80 lbs = 78 lbs. Use : scheduled nailing 13.50 42 plf x 8.083 ft. h. = 342 lbs - 80 lbs = -14 lbs. Use : scheduled nailing 1 x -x = 18.00 55 plf x 8.083 ft. h. = 446 lbs - 80 lbs = -29 lbs. Use : scheduled nailing 2 x -x = 11.00 149 plf x 8.083 ft. h. = 1206 lbs - 80 lbs = 916 lbs. Use : H6 w/ (16) 8d nails 11.00 149 plf x 8.083 ft. h. = 1206 lbs - 80 lbs = 916 lbs. Use : H6 w/ (16) 8d nails 3 x -x = 6.00 155 plf x 8.083 ft. h. = 1251 lbs - 80 lbs = 1093 lbs. Use : H6 w/ (16) 8d nails 3.00 155 plf x 9.000 ft. h. = 1393 lbs - 90 lbs = 1304 lbs. Use : (2) H6 w/ (16) 8d nails 3.00 155 plf x 9.000 ft. h. = 1393 lbs - 90 lbs = 1304 lbs. Use : (2) H6 w/ (16) 8d nails 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 WOODINVILLE, WA 98072 FAX: (425) 487 -6585 a.rrwa.,green npry`�yf3+r'rdneaYv^+neem*?k .r,,,u;uumT ue+; i"K°+rn�.cY'.'am(p1+CVITO SNIP PIt ? t m VO wo W =' J IL, W N a ; 1- W Z � Z 0, a. u i 131- = V I I w Z V ∎ O Z I . cY •ARCHITECTS NORTHWEST Location • width V pif- • main floor: a y -y = 26.00 28 plf x b y -y = 8.00 296 plf x 3.00 296 plf x c y -y = 14.50 243 plf x 6.00 243 plf x d y -y = 4.67 253 plf x 4.33 253 pIf x e y -y = 18.00 28 plf x 1 x -x = 3.00 150 plf x 8.083 ft. h. = 1209 lbs - 240 lbs = 971 lbs. Use : H6 w/ (16) 8d nails 3.00 150 plf x 8.083 ft. h. = 1209 lbs - 240 lbs = 971 lbs. Use : H6 w/ (16) 8d nails 5.00 150 plf x 8.083 ft. h. = 1209 lbs - 240 lbs = 813 lbs. Use : H6 w/ (16) 8d nails 3.00 150 plf x 9.000 ft. h. = 1346 lbs - 90 lbs = 1257 lbs. Use : CS16 strap -36 "I w/(16)10d nails 2 x -x = 14.00 209 plf x 8.083 ft. h. = 1693 lbs - 240 lbs = 584 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis 11.00 209 plf x 8.083 ft. h. = 1693 lbs - 240 lbs = 822 lbs. Use : CS16 strap -36 "I w /(18)10d nails 3 x -x = 2.67 579 plf x 8.083 ft. h. = 4683 lbs - 240 lbs = 4472 lbs. Use : STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge 3.00 579 plf x 8.083 ft. h. = 4683 lbs - 240 lbs = 4446 lbs. Use : STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge 4 x -x = 1.88 95 plf x 6.500 ft. h. = 617 lbs - 65 lbs = 577 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis 1.88 95 plf x 6.500 ft. h. = 617 lbs - 65 lbs = 577 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis Notice: Concrete curb raised to achieve 3.5 to 1.0 slenderness ratio at garage door side panels. Lower floor: a y -y = 3.00 123 Of x 5.00 123 plf x 5.00 123 plf x 5.00 123 plf x 10.00 241 plf x 18.00 241 plf x d y -y = 14.00 218 plf x ht. 8.920 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 9.000 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 9.000 ft. h. = 8.000 ft. h. = 6.000 ft. h. = 4.000 ft. h. = 2.000 ft. h. = 8.000 ft. h. = 8.000 ft. h. = 8.000 ft. h. = ' 1 x -x = 2.50 201 plf x 8.000 ft. h. = 1612 lbs - 200 lbs = 1447 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis 5.00 201 plf x 8.000 ft. h. = 1612 lbs - 200 lbs = 1282 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis 3.00 201 plf x 8.000 ft. h. = 1612 lbs - 200 lbs = 1414 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis 7.00 201 plf x 4.000 ft. h. = 806 lbs - 320 lbs = 67 lbs. Use : 5/8" AB Win 12" of panel edge 2 x -x = 11.00 263 plf x 8.000 ft. h. = 2105 lbs - 320 lbs = 943 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis 14.00 263 plf x 8.000 ft. h. = 2105 lbs - 330 lbs = 580 lbs. Use : concrete foundation wall Holdown Summary Use(23) Use(5) Use(12) Use(29) Use(4) HPAHD22 w/ (16) 16d nails, 1 1/2" edge dist. STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. H6 wl (16) 8d nails. CS16 strap -36 "I w /(18)10d nails CS16 strap -46 "I w/ (28)10d nails Shearwalls, plate nailing and anchor bolts per schedule - as indicated. 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 Date: 6126100 Plan : M1990A2F -1DB page 4 of 11 M / width DL /If Uplift Holdowns selected 251 lbs - 90 lbs = -521 lbs. Use : 5/8" AB wM 12" of panel edge 2390 lbs - 160 lbs = 1967 lbs. Use : CS16 - 46 "U strap w/ (28)10d nails 2390 lbs - 160 lbs = 2231 lbs. Use : CS16 - 46 "U strap w/ (28)10d nails 1965 lbs - 160 lbs = 1199 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis 2188 lbs - 90 lbs = 2010 lbs. Use : HPAHD22 w/ (16) 16d nails, 8" edge dist. 2045 lbs - 160 lbs = 1798 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis 2045 lbs - 160 lbs = 1816 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis 255 lbs - 90 lbs = -279 lbs. Use : 5/8" AB w /in 12" of panel edge 986 lbs - 220 lbs = 769 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis 740 lbs - 200 lbs = 410 lbs. Use : 5/8" AB w /in 12" of panel edge 493 lbs - 180 lbs = 196 lbs. Use : 5/8" AB w /in 12" of panel edge 247 lbs - 90 lbs = 98 lbs. Use : concrete foundation wall 1925 lbs - 80 lbs = 1661 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis 1925 lbs - 160 lbs = 974 lbs. Use : concrete foundation wall 1744 lbs - 90 lbs = 1328 lbs. Use : concrete foundation wall WOODINVILLE, WA 98072 FAX: (425) 487 -6585 ARCHITECTS NORTHWEST Wind per Section 1615: Earthquake per Section 1626: Site/ Project Specific Values: Seismic Zone 3; Soil Type Sd; Ca = 3.6: R for wood structural panels =5.5 (plywood shearwalls) R for all other structural panels = 4.5 (gypsum shearwalls) • V(plywd) = 0.1964W; V(gwb) = 0.2400W Standard Design Information (Unless noted otherwise on Plans): 18915 - 142nd AVE. N.E. / SUITE 100 PHONE: (425) 485 -4900 JOB he. I`1a90A2F— CALCULATED BY DATE Exposure B 80mph 4- / 0 0 Design criteria per 1997 Uniform Building Code: 80 mph / exposure "B" Design Wind Pressure: P= CexCgxQsx Ce= Exposure Factor; Cq= Method Factor; Qs =Wind Stagnation pressure; iw= Importance Factor Site /Project Specific Values: ' Ce = 0.62 (Exposure B @ < 15' H); Cq = 1.3 (Projected Area Method per section 1621.3) Qs = 16.4 (Basic Wind Speed = 80 mph); Iw = 1.0 (Standard Structure Importance) Calculated Wind Pressures at Prescribed Building Heights: P = 13.22 psf < 15'H; 14.28psf < 20'H; 15.35 psf < 25'H; 16.20 psf < 30'H; 17.91 psf < 40'H Base Shear: V =3.0 x Ca x W / R (Simplified Static Method equation 30 -11) Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q R = Rotation value from Table 16N ; W = Total Seismic Dead Load Vertical Distribution: Fx = 3.0 x Ca x w / R (Simplified Static Method equation 30 -12) Lumber grade: HF #2 or better; HF #3 @ studs Glue -Lam beams: UBC Combination 24f -V4 Horizontal roof sheathing: 1/2" CDX -- 7/16" OSB w/ 8d @ 6" oc at edges (140pIf allowable diaphragm shear w/o blocking) Horizontal floor sheathing: 3/4" T &G CDX plywd w/ 10d @ 6" oc at edges (177pif allowable diaphragm shear w/o blocking) Shear walls: See shear wall schedule: Note: gwb shear wall capacities are halved when resisting seismic forces. Anchor Bolts: 5/8" dia x 10 "L 48" oc, typical, unless noted otherwise. A307 or btr w/ 7" min. embedment. SHEET NO. 5 OF 11 Redundancy Factor: p (Equation 30 -3) combined with r max equation (Section 1630.1.1) creates a design condition to attempt to keep p = 1 or less. Vmax is determined to verify if additonal redundancy factor (p) is needed. (Vmax = 2(Vw)/sqrt A) W00DINVILLE, WA 98072 FAX: (425) 487 -6585 LL. LU 2 w NW _ : F— J. u_ a I--W 0 22 . F-: W H v '. 0: 1i1 Z. 0 F— Z SHEAR WALL SCHEDULE (see 1997 UBC tables 23- II -I -1, & 23- 11 -1 -2) P1-6 v = 198 plf 1/2" plywood or OSB equal, w / 8d (gun) nails © 6" o.c. Anchorage: 16 d nails @ 5" o.c. OR 5/8" AB © 48" o.c. to conc. P1-4 v = 304 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 4" o.c. Anchorage: 16 d nails@ 4" o.c. OR 5/8" AB @ 36" o.c. to conc. P1 -3 v = 389 plf - 1/2" plywood or OSB equal, w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8 "x5" lag screws at 12 "o.c.,or 5/8" AB @ 30" o.c. to conc. Use min 3 "nom sills and studs @ adjoining panel edges if >350p1f load. P1 -2 v = 516 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 2" o.c. Anchorage: 3/8 "x5" lag screws © 9 "o.c. ,or 5/8" AB @ 24" o.c. to conc. Use min. 3" nom. Sills and studs © adjoining panel edges. P2-4 v = 608 plf 1/2" plywood or OSB equal, (2 sides), w / 8d (gun) nails @ 4" o.c. Anchorage: 3/8 "x5" lag screws @ 8" o.c. or 5/8" AB @ 18" o.c. to conc. Use min. 3" nom.Sills and studs @ adjoining panel edges. P2 -3 v = 778 plf 1/2" plywood or OSB equal,(2 sides) w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8 "x5" lag screws © 7" o.c. or 5/8" AB @ 12" o.c. to conc. Use min. 3" nom. Sills and studs © adjoining panel edges. 1. The shear values in this table are based upon the use of 8d, pneumatically driven nails with a minimum shank diameter of 0.113 "; into hem -fir grade studs. 2. Nail spacing is for all panel edges. Block all panel edges. 3. Spacing of nails along intermediate framing members is 12" o.c. 4. Sheathing to be ABA rated, EXP1 /EXP2/EXT or C- C /C- D /Struct II plywood. 5. At double sided shear walls, offset sheathing joint by one bay min. Also provide 4x blocking beneath sill plate, with nails staggered. ARCHITECTS NORTHW updated 7/30/98 STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. STHD10w/ (28) 16d sinkers, 1 1/2" edge dist. STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist. HPAHD22 w/ (12) 16d nails, 1 1/2" edge dist HPAHD22 w/ (16) 16d nails, 1 1/2" edge dist HPAHD22 w/ (19) 16d nails, >8" edge dist. 5 /8" AB w/in 12" of panel edge CS16 strap -36"i w/(18)10d nails CS16 strap -46"i w/ (2B)10d nails MST37 W/ (24) 16d nails MST48 w/ (34) 16d nails MST60 w/ (48) 16d nails MST72 w/ (56) 16d nails HD10A w/7 /8" SSTB28 A.B.w/ (4) 7/8" bolts HD8A w/ 7/8" SSTB28 A.B. w/ (3) 7/8" bolts HD5A w/ SSTB20 AB w/ (2) 5/8" bolts H7T22 w/ SSTB -20 A.B.w/ (32) 10d nails. A35 F.A. wl (12) 8d nails 189 1 5 - 142nd AVE. N.E. / SUITE 100 PHONE: (425) 485 -4900 J05 1'Y\ 149 2 F- 1 CALCULATED BY DATE 1 1 HOLDOWN SCHEDULE # listed for 1/97 Simpson Strong -Tie cat. # 2745# 2575#@6 "c. hem -fir table 2745# 2575# hem -fir table 4430# 4220#06 "c, hem -fir table 4430# 4220# • hem -fir table 1564#@6 nails added for hem fir 2240# @8 "curb (16) nails max at rim joist 2607#@6 nails added for hem fir. 500# 1353# 1650# 1850# 2945# 4415# 5150# 7823# 5301# 3038# 4085# 450# nails added for hem fir nails added for hem fir hem -fir table hem -fir table hem -fir table hem -fir table value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir SHE N0. 541 OF I W00DINVILLE, WA 98072 FAX: (425) 487 :6585 2 cc w 0 y0 CO J w 0 g Q: u- _ � T z � O ' Z H: LU 2 U0 O N 0 w F U II co 0 t- Z RI , '2., ON tall.T. 11 • 0 (T: • 0 fr• 0 t.; -v„ ARCHITECTS NORTHWLiST kSS 1 111H Hi AN, Z42 HEM PIR .2 RAFTERS 2 GP TO MATCH TRUSS HEEL J1,11 2 .1 9 FRAME CHIM METAL FLUE a. JOB t - CALCuLATED BY DATE a 0.S. 1 lbeitirtigU, 1 Verdi gr. 1.7 80 4 1 LAT 1-1, Pre, Oa LiSfr r14F§ Plc. a—ftJe. A4 Truins. f).7.11 I .1es 44:strr Im tb Lei- 0140 042. M-4 / 18915 - 142nd AVE N.E. / SUITE 100 PHONE (425) 485-4900 I, ( 6 7% 1.a F R• 9 9 ASV. MAIN PLO • 0(2. L re.• ADV. MAIN FLOOR 8t 'IA. 04 Ittcu fibs:. 5, I Z)Fz o F Few, I (4, 0: 11 SHEET NO DS. a dl - . CF BEAMS • 3/5" A.M.F. 11.0 11 ASV. MAIN FLOOR 6' 0.H. TYP. • SABLES a as. C nAAMJS"'• Ft A AV . 10 Cer41.- g Ik= 4 lb 4411°614 11 N in*" e eA 8.• 8' MAIN I a AUJIL. LAU' W000INVILLE, WA 98072 FAX (425) 487-6585 A NSETIMM22 , 1 , W,MMfatrir , vceell'-' 1- Tt , "1"W.EP.='!"V".21" , 4 1, 1M1!"17 ,, '. 61 " , r I i! z et II c.) 00 W 0 w — -. Cl) w 0 IL. < ° Utl l-0 Z UJ uj D C-) O E 0 I— w I I— — U. Z 0 ▪ 1— Z 3 3 27x9O' AJTIG AGGE5 INSULATE 4 W5. 6' -0' 4' -0' 4' R. t 5. • 87.12' TO BELOW - NT SHELF 6' A.F.F. 9'- (4c *2 2 W/ LAM. 6LASE ' I BEDRM S 01 CARPET OI rl SOFFIT DOM TO ROT. OF BEAM L LINE OF WALL BELOW 4 0 4° SLIDER W/ EAR. 6LA BELOW LINE 0 ROOF BELOW ARCHITECTS NORTHWST S < 0� 5KYLI6HT W/ LAM. 6LAS5 18915 - 142nd AVE. N.E / SUITE 100 PHONE. (425) 425.4900 z LINE Off ROOF BELOW Jo. �.20AZF- lib CALCULATED BY / Oc `� '! ��L.- DATE 4 J21.) b SHEER NO 1 oF_11-----1_ a y 4.6 1 9.d Ta 7. ';5' "MITTrf;&R.P.5•12.1V y.T.5.42.0.".gro.71r rt"'Tn wrx ce ravvrn P,/ (Afoou_t ()) PA. AL. VS- .ta . oJ. W00DINVILLE, WA 920 FAX: (425) 427 -6525 c7' w'cx:»� '^^' w�wy;. RCt ^.•�;:g. G. pia • II HOMO 5 I/B'415' 64-15. - -V4• UPSET INTO MALL =V. 9 2x10 F.J. • 16' 0 . HANGER 2 SIDeS B' WIDE HALF WALL • 42' A.P.F. 046 BUILT-UP POST VAULTED LIVING HAND 096' ABV. NOOS1 �I GONG) B()DA I - G STRAP, WALL 2410 FJ. a 16' O .L. PROVIDE 6' DIA. F AIR DUCT W/ DAMP 5 1/ NM' 6L.B. 24F -V4 sio 4NECFATLC PLATFORM • IB' ABOVE SLAB 2x10 P.J. • 16' O.G. F., i i nl ()4 N�o21. ..ti SIIl LI I O I I -- __mII:' .II -1*- ¢. I, .. 2410 P.J. • 12' O.G. ryl 1 i B I 5 1 /6'x9' 6 L.B. 24P-V I WRAP /ILL MARS VIAL 1 POSTS, BEAMS, 4 GEILI A I M/ 5/5' 'TYPE 'X' 6.11e. a ARCHITECTS NORTHWEST 2 USE FULL STUDS 7. 18915 - 142nd AVE. N.E. / SUITE 1 A n n n 1.4 JOB DATE (_ 41/440,12 `Y ((VA K1 a > O%. ',Tf. 460.4.. t..4.6FsC+;+,4Ao±t v.1444.4. /%/vcpit+ CALCULATED BY h• 194oA F- 106 9.� ' Game% rAIrJ FL.r— e OF n 3 1 3, 7- SHEET NO. is ia1. 1 H 4 F 6 EU1 T S MPSON HANGER (4)51 a . W000INVILLE, WA 98072 Fox' (42 91 487 -6585 Y,:OU "!." l+T4CY :',Tttih7!lfrf �MfirF;�7 fir ,ARCHITEt ITS NORTHW DATE dl c'l c , tr �, � v © 'SLIDER 1/4 ' - • T"1 - - � � L! r` at ' •NE SIDE - 24 I t J DEL. JOIS -6x6 P.T POSTS W/ 0566 / PC66 TYP. • DECK gI OS.O =_ SOFFIT. CANTL. FLOOR ( 41PA4to2%- C.t'L" Er3o our 12915 - 142nd AVE. N.E / SUITE 100 PHONE. (425) 425 -4900 JOB r 19go A 2C - I O CALCULATED BY l' + 1p ,lO•a 1 AIM. to f LINE 0 2x10 P. HANGER R -IO RI 4' GO OVER 4' 6RM4.AR PILL 6x10 D.F. ■I MANNER bNE SIDE 16'x24' - tom.. JOISTS 16' O. 2410 R.J. • 16' O.G. GANTL. I• -6' DEL. JOISTS 24' LONE PATIO % 2x8 JSTS • 16' •. . :;� � ara►s� '_" ' a �a®e P _ r O I IlEr O.G 1 j SIN. /1_4 A. t3 • BLOCK OUT CONC. CONTINUE FOO N6 FOR DUCT WORK BENEATH DOO SLAB ON T RADE 4' GONG. OVER 6 MIL (BLACK) V.B. OVER 4' 6RANULAR FILL SLOPE 6' TO OR C OO RS DEL. JOISTS 2x6 P.T. LEDGER 2 x8 P.T. JETS • 16. O.G. DEL. .101 (5)44 rA44.0 EDGE OP SLAB �l (6) 9'x14' SORES J, FOUNDATION V AS 5NOWN D.S. 5TU &NT 04 BARS • IA' /' / 94' I elNh SHEET II NO ED 24 4.4 P. SIMPSC TTP. 0 24 • 24 It a f �I -Li4 SOFFIT. VE GANTL. PLC I$ SIM. 6' WALL 4 OF If a W W00DINVILLE, WA 98072 FAX: (425) 427 -E525 �y W 00 W = J U) U. W 0 ' g Q. . co ry 1 - ▪ W Z � I- 0 Z I W W U 0 - I- . W IJJ 1- LL 0 . .. 0- 0 Z 0 1". S 24 DIA. LOWE ATTIC VENT — i�.P ■ - -`' \_ NEM V p� :I I•II ®I1 ice` i 2:71 Illi�1 I O ffirili.W.11� I_SI �` I � ► t • 1 '41r, IN li 107 Ind i e i C ilh L— riu 1 t .altnnu C I. �i'r�`i ■ ■ ►� '......n.�..l.w.. ■■ ■ I ■�� ■■M ■ �I\. jaHm Eav, `anniu muunnn — ' euwzI .. _ 111 •p . ■ I ■ . 1 hp A r t x unnlmnnnmm r . . �_��_ — � � way. 11111•Illt� ----. 'ti•Itltl� --� 'R . .In t � 1■■11rA m. mum 1 . a� -n �n n11 Mit r■■ Pireig" I IIIp�l11w� . FI • Ip �J ii. u_ :nunwr.., nuunutu Tails :U f� . _i .41101110...11111111 Lam■ .ANG7111111Uri •Z„ - ran al —Hal rO 1:U6iiitPil.l i 1i �i� �J :11 r Ii■-qmoraik.samm ow P.m i su e 2• @VI MW after Pad PIA :x4 GORNER TRIM TYP. MAIN FLOOR 2x DOOR H I '1. 76. E]v N N. UPPER ARCHITE ^TS NORTHWEST 1 42nd AVV. N.E / SUITE 100 PHONE: (425) 425 -4900 r L1 I 1 --'- LINE OP POOTIN6N JOB I (g cP1 _ - 110a CALCULATED BY DATE ` (2. V J en) SHEET lI NO 10 0' it .MPOSITION SHIN6Lly PIGAL 12 s S z1.o .. b L 2,14 FLAT OVER 2xr RIM:FY V4 IL A'(A5 a ;VAT' I4/0 m op auP /i14.. Lim f s. 1g :19 ti AVE IIIIIIIIIIIIII1I'I - - _ ►Rim �� �� �� : r r - � s I p ter �r� Tor �►�� �■ �� rw4i�J 3y rY rjri r :. swlr� /. 9� r yy . L° x 4 i�..,rl tttttoi R,`� • , O r ,�.W �)�'t: f r 13. s.2 /�+}° • H P.T. RAIL ' 1 a 1‘..M11 �. �tI /L� PICKETS • / I ' • 111111. II /ler 1, OVER BAR6E TrP . FORM 2x0 TRIM 0x0 BUILT- POST 2•4 PICKETS • 5 9/0' O.G. MAIN FLOOR • 12 ?.17.21- , JJ- W00DINVILLE, WA 98072 FAX: (425) 427 -6525 ARCHITECTS NORTHW CST MST37 WI (24) 16d nails MST48 w/ (34) 16d nails MST60 w/ (48) 16d nails MST72 w/ (56) 16d nails Typical CS Installation as a Floor -to- Floor Tie Provide mmJ' end Munn Equal number al mambas I CS16 strap -361 w/(18)10d nails CS16 strap -46"I wl (28)10d nails SIMPSON Typical Floor - to-Floor Tie Installation showing a Clear Span 1850# 2945# 4415# 5150# S END LENGTh c Lf 1353# 1650# CamluECTURS NOTE: ALL VALUES ARE TAKEN FROM SIMPSON CATALOG, Form T- HEMFIR -2 11/97 exp 1/99, OR CATALOG C -98. VALUES APPLY TO HEM -FIR LUMBER, UNLESS NOTED OTHERWISE. 18915 - 142nd AVE. N.E. / SUITE 100 PHONE: (425) 485 -4900 TYPICAL END CONDITIONS HPARD22 Typical HD5A Holdown Installation with SSTB anchor bolt. Washers are not required at the base. HD10A w/7/8" SSTB28 A.B.w/ (4) 7/8" bolts HD8A w/ 7/8 "'SSTB28 A.B. w/ (3) 7/8" bolts HD5A w/ SSTB20 AB w/ (2) 5/8" bolts JOB ' k l ? dA Z( - (OS CALCULATED BY I DATE `e 1 (4 1 60 SHEET NO. ' NAILED PORTION 30' YIN. r0EBAO LENGTH STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. STHD14w/ (38) 16d sinkers, 1'1/2" edge dist. • Typical STHD14RJ Rim Joist Installation ONE #4 REBAR IN SHEAR CONE 12 MIN. REBAR LENGTH Typical STHD Corner Installation with 3 -2x studs 2745#qp8 "c. 2575#@6 "c. 2745# 2575# 4430#@8"c. 4220#@6 "c. 4430# 4220# W00DINVILLE, WA 98072 FAX: (425) 487 -8585 ARCHITErTS CJ NORTHWEST bd • b" O.G. 8d ® b O.G. SI-EATH TRUSS PER PI-6 O. _" > OOsis c &tireP Fo . LoArz "tT+nas. IOd • 4" O.G. II' Iril 70rn'= .2.0E T h` J /i • SHEATH TRUSS PER PI -b tF1•0 PROVIDE INTERMITTENT TENT FRAMING AS REOUIRED A55 • 24" O.G. IOd• "O... 2x AS REOIURED SHEAR WALL (SEE PLANS) DETAIL A DETAIL A SIM. Aus6 wr eV Tows A sew. Irk. Ad v. LATERAL DETAIL 4 NOT TO SALE 18915-142nd AVE. N.E. / SUITE 100 PHONE: (4251485-4900 lu IA —2x SLID 3:�..KIw c Si—EAR WA'_ r.) VA-Nc4 tF 74% •• Us .LATERAL. DETAIL IT ti- S- JOB h\ 1140A2 -g– 100 CALCULATED BY ' DATE C, I 'z 4 I 00 SHEET NO. 114 OF I6d "O.G. 5-EAR WALL PER PLAN - r Cd L ROOF DIAHRA6M LATERAL DETA L 11 .LATERAL DETAIL 10 NOT TO SAL= RQOP rnAMINS PER PLAN 2xb SOLID BLO:.KINS •46'0.0. (3) Ibd TO ELXKIN5 F_H-a-c) NOT TO SALE W00DINVILLE, WA 98072 FAX: (425) 427.652 Materials: (All New) PVC — Min. schedule 35. Concrete — Where soil conditions permit and slopes are less than 15%. Ductile iron(polyethylene encased) — peat or potential corrosion areas. Ductile or Cast Iron — justified due to scouring velocities or soil problems. Cover. 12 Min Cover required over all pipe. Slope: Min. 2% Max. 20% without anchors •Anchor for >20% i Long Sweep r Bend 4' Sewer Pipe Clean Out 6' Plug PROPERTY LINE Plugged Clean Out () 11(0 ■ 10' Min. STREET Solt Plpe Adapter (Remove or Fill Existing Septic Tank) INSPECTION TEE AT CITY R/W UNE Show Address on Plan. 523 BIRCH ST. 8' or LARGER MAIN SEVER Test Tee & Clean Out Detail ` 18 18' Min. Cover unless extended to Grade. CflY RAY UNE a—I Ll Use Saddle for Existing Main. City of Tukwila SANITARY SIDE SEWER xae ce .e.i.. DATE: 11/22/96 SS -1 D2000- 225 Ernest and Frances Klue 5230 South 137 Street Tukwila, WA 98168 Dear Mr. and Mrs. Klue: Sincerely, ck Pace Planning Manager c: \mydocs\Leabo\KI ue- survey.doc City of Tukwila Department of Community Development Steve Lancaster, Director RE: Leabo /Sandhu Short Plat (L98 -0037) and Building Permit D2000 -225 Thank you for your letter dated May 4, 2001 regarding your concern about the accuracy of the survey that was prepared for the two -lot short plat approved on the parcel of land that adjoins yours on the south. That short plat, file number L98 -0037, was recorded January 26, 1999. Building permits have been issued for the two lots that were approved through the short plat (1)2000 -225 and D01 -001). Development on the lot adjacent to yours is through building permit D2000 -225, issued to Tony Thai and Grace Nguyen. The procedure to dispute the survey prepared for the Leabo short plat would be to have your own survey prepared and compare your parcel boundary location with that of the Leabo survey. If there is a discrepancy between the property boundaries in the two surveys, then the City will review the two surveys. Until a second survey shows that there is a problem with the location of the parcel boundaries, the City cannot take any action against the building permits that have been issued. If you wish to contest the boundaries by filing a claim for adverse possession, that claim is filed in King County Superior Court. You noted in your letter that the Leabo site was marshy. During review of the short plat, there were no site conditions that met the threshold for a sensitive area under the City's Sensitive Areas Ordinance, either for steep slopes or for wetlands. Please let me know if you have any questions. I can be reached at 206 -431 -3686. If you wish to submit your own survey, please send it to my attention so that its review can be expedited. cc: Carol Lumb, Associate Planner Bob Noe, City Attorney Dave Larson, Senior Building Inspector 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor May 10, 2001 U ' CO CO 0 W 9 w 0 w a v . I— w z p � ; o z i-- 3G C) — O W W ' U .z CU co H O r- z R Ernest and Frances Klue 0 12001 +: MU N ITY DEVELOPMENT City of Tukwila Department of Community Development 6200 Southcenter Blvd. Tukwila, WA 98168 Re: Notification of Property Title Claim Dear City of Tukwila, We are writing to make an official Adverse Possession Claim to a piece of property 7.6 feet by 115.43 feet adjoining our property at 5230 So. 137 St., Tukwila, WA. Thirty -eight years ago we purchased the property at the above address. Because the property marker stakes were wooden, we planted laurel bushes just inside the surveyed property line as permanent markers. We have been paying taxes on this property based on the King County Assessor map. This map includes the above- mentioned 7.6 feet by 115.43 feet with the rest of our property. We have been using this section of land as a part of our yard for 38 years. In 1998 Mr. Donald Leabo hired Gary L. Van Ness to do a survey of a lot adjoining our property. This lot has been vacant and overgrown with blackberries, bushes and trees since before we bought our property. As long as we have lived at this location the vacant property has been perpetually a marshy, wetland. The resulting new survey shows a property line that differs from our property line by the above- mentioned 7.6 feet by 115.43 feet. We were made aware of this when a backhoe tore out the laurel bush that marked the southwest corner of our lot the end of April 2001. Legal counsel informed us that current surveys are most often chosen over old surveys based on advanced technique and equipment. However, we question the accuracy of the 1998 survey. A neighbor and i (Frances) saw the survey team walking the edge of this overgrown property with a tape and not using the common tripod survey equipment. If a tape was their only means of measurement, I question whether the new survey is more accurate than the old one. Two other neighbors have property adjoining the vacant lot, now subdivided into two lots, and they also have boundary questions as a result of the new survey. We are officially disputing the 1998 survey. Should the current survey be deemed legal, accurate and binding, we will make an Adverse Possession Claim on the above - mentioned section of land. As the owners of the vacant lots are preparing the lots for building, we would request your urgent acknowledgement of our concern and action to stop further development until the issue is decided. Thank you. Respectfully yours, cc: Tony Thai and Grace Nguyen lLL RECEIVED CITY OF TUKWILA PERMIT CENTER 5230 So. 137 St. Tukwila, WA 98168 May 2, 2001 z tl' w w. 0 W U) w ': w0 u. QI I- W ' 0 Z !-! o.N CI I.- =0 LL O • W Z V N 0 z FOX Form Microsoft Corporation One Microsoft Way Redmond, WA 980526399 United States of America To: Company: CC: FEB 12 2001 14 47 R MICROSOFT BLDG 100 Phone Number: ❑ Urgent ❑ Message... U4y tt 7u�wi/a' www.microsoft.com Phone: (425) 802.6080 Fax: (426) 93 -MSFAX (936 -7329) Telex: 160520 Msft Svue G e'er or *Timm For Review ' ❑ Please Comment/Reply From ma TO 92064313665 'P.01/02 M,l►1iI V1$ Where do you iant to go todayt' r Bldg/Room: Phone Number: eg.$ 7O7— 4194 f Fax Number: No. of Pages: Date & Time Sent: _.!.// !i rrhvil /c/" 2?iecr - kiltizkek 13' *to Rtiferai--• adisch'n 1 f e'elaS l' � 1 eg»Q , s a �/ m 't a" L la �- of CONFIDENTIALITY h addressee ed on this cover sheet. If the reader of this Is not intended pient, you are h notified thaintended y dissemination, of the address ress distribution, 0 of this telecom. is strictly prohibited. if you have received this facsimile in error, please immediately notify ui by telephone at the number mber Noted d on this this cover sheet and return the original message to us at the above address via the United States Postal Service. We will reimburse any costs you incur in notifying us and returning the message to us. Thank you. December 12, 2000 City of Tukwila ' Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Re: Permit Number D2000 -225 (Tony Thai & Grace Nguyen) Dear Sir/Madame: Due to the infrastructure improvement on Short Plat #L98 -0037 currently, we asked that the City of Tukwila extend our permitting process if the improvement is not completed by our permit expiration date, which is January 11, 2001. Please feel free to contact us if you have any questions. Thank you. Sincerely, �u Grace P. Nguyen (work number 425- 707 -4894) (cellular number 206 - 234 -4155) RECEIVED DEC 14 2000 com r }UN Y DEVELOPMENT Microsoft Corporation One Microsoft Way Redmond, WA 98052-6399 Forwarding Service Requested G �J r ?.` ,1► of WWI let Perm► Cencr �1 ✓'�' Sulk, do b 6 30o Sodtic Tukwila, gm 9g,eg ii 1 ?? ?? lid ? ?I ?lf ?1? 11111 1 111 1? 1 ? ? August 31, 2000 George Brooks 18915 — 142nd Avenue NE, Suite 100 Woodinville, WA 98072 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -225 Thai/Nguyen Residence 52XX — 137th Avenue South Dear Mr. Brooks: 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 Fire Department and Public Works Department. At this time, the Building Division 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, Brenda Holt Permit Coordinator encl xc: File No. D2000 -225 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431.3665 rtwrw�r 04 . .10..• 2 i U O' CO a C/) a .. cS = CJ I- - Z H0 Z F- U 0 O 0 i- w W 0 , CU co' Z - O Z' ACTIVITY NUMBER: D2000 -225 DATE: 9 -7 -2000 PROJECT NAME TONY THAI /GRACE NGUYEN RESIDENCE SITE ADDRESS: 52xx SOUTH 137 "'STREET Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Pkblic le& lC DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved 470t0l111.130C U PLAIV /IOL SLIP Incomplete Fire reP ven tI i. q 1 Structural Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-12 -2000 Not Applicable n Comments: No further Review Required n DATE: DUE DATE 10- 10-2000 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: z w 00 (0 o CO EU N LL w 0 ' w ▪ o w ~ u j D 0. ON of CU ui 11 0 F- U . z H = O H z ACTIVITY NUMBER: D2000 - 225 DATE: 7 - - 2000 PROJECT NAME: TONY THAI & GRACE NGUYEN RESIDENCE SITE ADDRESS: 52xx S 137 ST XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: B •ildPg Division W. , 1 ( 0 .0 0 Pu lic Works, 1 1 r10.141Y.O. DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: -71 Please Route Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved Approved vxxuun.u'x L'!1 CORRECTION DETERMINATION: rIM w++nrw...;s ex.w:so...w. ,.wn v. .._...,- ,..:.....n.�.... 1 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire evention a. 1.12.00 Structural Incomplete Approved with Conditions Approved with Conditions ,►A Comments: Li REVIEWER'S INITIALS: REVIEWER'S INITIALS: Plannin Ai' 6.30.0° Permit Coordinator DUE DATE: 7-13-2000 Not Applicable I No further Review Required DATE: DUE DATE 8- 10-2000 Not Approved (attach comments) REVIEWER'S INITIALS: / ■TE: DUE DATE Not Approved (attach comments) DATE: City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chtef TO: Brenda Holt FROM: Mike Alderson - 4' DATE: 7/12/2000 SUBJECT: Building Permit D2000 -225 Upon reviewing Permit D2000 -225, I have found the following deficiencies that cause me to reject the application. 1. There is no Fire Hydrant within 250' by line of vehicular travel with a flow of 1,000 gallons per minute. 2. The Hydrant indicated on the plans is in excess of the prescribed 250' travel distance and it has a flow less than the minimum 500 GPM required in order to build with the use of Fire Sprinklers. It appears that the only solution to this situation is for the builder to install a Fire hydrant within 250' that is fed off of the City Of Tukwila water system. Conformation of the flow from that Hydrant would need to be confirmed by Tukwila Public Works. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575 witekettoloIMUIMNIMMeffln City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 Plan Check/Permit Number: D2000 -225 • Response to Incomplete Letter # • Response to Correction Letter # 1 • Revision # after Permit is Issued Sheet Number(s): 5 ('1E `PL A '14 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 1 - RECEIVED CITY OF TUKWILA SEP - 7 2.000 PERMIT CENTER Project Name: TONY THAI /GRACE NGUYEN RESIDENCE Project Address: 52XX South 137 Street Contact Person: George Brooks Phone Number: ('lzs) .L185- Summary of Revision: ' I ) EST, M Prren i •r4 F i Lc, *Fe, R. I,Anl r, A crr AVDEn aJ rre Fcl PPoss1'Et° oc.446#2y "�'i f6PE'reiry- LINE (Pee : - sopa00 SPetre -SR) z-) ttOoe <T2 W -- bct.1 AN fkc,G 3) A onet) Seu/x12.. GaNN�G`i'ia�r l 111 . _ ► i _ • L - I a - 1L' •_♦ L t1 ) 5 A Qu ry crf� - - MAN - r IA) c,tMsZ, G PAR: Mw4' Imo) ft DD D tAt41 - t' G k_ �IUNEG -n i 08/31/00 ., �waxrvc:.• av�.:°:«........,.--, gyas ...,.,,,,awry«nprr«a�swrv.+er +f +*X' r oltra tmkF .t{5°•adt!S�'A.'n,.eorr?:mmt esirt q.4 Z VO u)o cow CO W wO g a I Z � Z 11J uj O - D H W uj I • O u i z CO 0 ~; Z i # Dave - Atq /Lowa- /5d Certificate of Water Availability PROJECT !: PART A: (7o be completed by applicant) Site Address (Attach map. and Least Dsa cr�fption showing hydrant location and sin of main): S 2^ib r P C-A-c k k Name: Try That /d C. e Aleyafron Name: Address: 5, hek is /tom Al a I Address: Phone: ;ter .21 S -q 6 Se „9411e 7j ee10 . - hone This cs tic s{• is for the purposes of: 14 Residential Building Permit ❑ Preliminary Plat ❑ CammerciaVindustrial Building Permit ❑ Rezone Estimated number of service connections and meter size(s): Vehicular distance from nearest hydrant to the closest point of structure Area is served by (Water utility districts Owner / nt S • re: A l PART 3: (To be completed by water utility district) The proposed project is located within - TC...kw ICs The improvements required to upgrade the water system bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the p ect before connection: Wit' f 6 { io stn w f� t(7KlL �'Z"lKc, s �t (Use separate sheet Minors room Is needed) B u n the improvements listed above, water can be provided and.wiil be available at the s ke w' pm at 20 psi residual for a duration of 2 hours at a velocity o r! attached calculations. PART C: (To be completed by governing I hereby certify that the above information is true and correct. KKCe wn4.. t Ie5 hone 00to- 84a -G5+11 Water AvailatAity: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the Improver ❑ System Isn't capable of providing service to this protect. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet it more room is needed) Agency/Phone CORRECTION LTR# tila aE@L_faF' »2.KGES - 4NE-EUIYV1+&"ttits"Sf{EE-r CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431-3670 H11a (Required only if outside City of Tukwila water utility district) L. By ❑ Short Subdivision ❑ Other Date: (City/County) Date to - - Lp RECEIVED CITY OF TUKWILA - 8 2008 i : d l jIT CENTER 000 225 w W . QQ � J 00 W = H u. W gQ to = I- W Z F- 0 W f- W C.) O - 0 t- ill W • U LL- —O W z 0 0 z (If different from above) Resilntial Sewer Use Certifica;lten Si1 4.1'17 (To be completed for all new ewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) VI 10 Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. - Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) —t� Owner's Name Tai Ton e • ( Cast, First. Middle Initial) Property Tax I.D. Number 00030 fro Property Legal Address: nr,,,tf ceofruttym Subdivision Name Subdiv. # Lot # Block # Building Name (il applicable) O / Q/ Property Street Address , r I CDASIntcho N City, State, Zip Owner's Mailing Address 5804 Istli Aiu NE #a.0 S etdz , wk 9 /os Owner's Phone Number ( o20‘ ) 023¢ - i-/. 5 5 Property Contact Phone Number ( 09 ) .234 415s Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District C %T 4] / v//lai Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes al No Demolition Permit # Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 Signature of Owner /Representative Print Name of Owner /Representative White — King County t057 (Rev 2/00) Tn C Mai ellow — Local Sewer Agency Pink — Sewer Customer ♦[loenYfnr�ri'RU41lfM nr.... Y!N?NL For King County use: Account # . Monthly Rate Six Month Due Date RECEIVED CITY OF TUKWILA Please check appropriate box: (�4 Single- family ❑ Duplex (0.8 RCE per unit) • 3 -Plex (0.8 RCE per unit) Cl 4 -Plex (0.8 RCE per unit) 5 or more (0.64 RCE per unit) No. of Units x 0.64 = rJ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of r.• cte data for determination of a revised capacity charge. PERMIT CENTER 7/ a,... xt+aY�•Me.1�r•.xaMnwx ^rN*}Yf 4'IC WsM':: NRi1Mr�. 0.a�lWfflUM1ff! �waM4f ..�MO??'�1y'�'M%Y,tl[1Y�16K'H CITY OF TIYWILA (r):3,4 • 4.3a Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-ha Certificate of Water Availability PROJECT #: D 2oco .. e (Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): P / c L e e ( 5 0 t;c o) c Z i71L / 3 7 - 6 ( ' - / Owner Information: Agent/Contact Person: Name: 7 v MR/ (/1v(e_ # zee 277 Address: 5 1 /5 / dcQ & Phone: ( t fAgs Name: 67177(e, ' u .-n/ �4_ Address: / o Phone:(G4) Lv 9 So ** 0 16 This certificate is for the purposes of: Residential Building Permit ❑ Commercial /Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ECEIVED ❑ Other CITY OF TUKWILA Estimated number of service connections and meter size(s): Vehicular distance from nearest hydrant to the closest point of structure ft. PERMIT CENTER Area is served by (Water utility district): I. 1144 1,(i �(� / Jr . Date: Owner /Agent Signature: „ts PART B: (To be completed by water utility district) The proposed project is located within 1 k., ; /p- 1 14; n t e � (City /County) The improvements required to upgrade the water system to bring itSito compliance with the utilities' comprehensive plan or to meet the minimum flow requirements oft a 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 3ip(a gpm at 20 psi residual for a duration of 2 hours at a velocity of 9 fps as documented by the attached calculations. I hereby certify that the above information is true and correcct. fj t;zo6) J' "( /_ k.0 . I O. 12-5 zy�z -y 5 � , c 2. 4-0 Agency /Phone By 7 - e,-On Date 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 82 above) (Use se arate sheet if more room is needed Agency /Phone WTRAVAIL.DOC 6/5/96 e ..r�ra vm++. AX,"J, Enn"K.1'uRnv.bnr- >.+..r.e.nxa rs��.wrenn.� �. a:,q.pn�.w ; °x +n ^r�nr•t� . By Date ** EO7968 - 1t401 ** • S9996 • • • • • . „ • . :•-• • ■••• • ••• %••• • .• • 4: ••••••"• •i• 0-t'•• .• • • • • • • • • • .• •q•-: • i•••••• . - • . • ..• • • • • % • ... • 1, • ; ...• . A . ..- 4 • • ; ••• • • •■•• • • 4 4.• • • " 5• • •at• • * • . . •• • • +Mile • • At*: 1 . • , • •• • • • • = "'• "t• •:4 • '• • j4 e iki 4. 4 61,10;1g ■••• • • % 11• ••••• -":•■••1 •••• •••••••••• • *" •• • triT• 1 ::••• r '4 •,. • . ••••?.. • • • • •4: • ;;p ..;„ • •• • • • . • . • .°,.. - .• • - . • - 1 •• . . • • • OOT Sala idosoaom NJ L1nt7T TOO? ET 'OA NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. GENERAL CODE UNIFORM BUILDING CODE REQUIREMENTS ARE TO BE FOLLOWED. 1991 EDITION AND ALL APPLICABLE GODES AND AUTHORITIES HAVING JURISDICTION. BUILDING CONSTRUCTION TYPE: VN SEISMIC ZONE: 3 OCCUPANCY GROUP: R - 3 WIND SPEED: 80 MPH FIRE ZONE: 3 EXPOSURE CATEGORY: B CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION 4 PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENT OVER SCALED DRAWINGS. SITE WORK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN 15 BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 2000 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'6" (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACK FILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. CONCRETE GENERAL MINIMUM CLASS AND USE F'G SLUMP SACKS /G.Y. A. FOOTINGS AND FOUNDATIONS 2500 3 - 4 5 1/2 B. SLABS ON GRADE 2500 3 - 4 5 i/2 I. AIR ENTRAINING AGENT (3% TO 6 %) TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER. 2. POSSOLITH 500 SERIES (4 OZ. PER 1004 OF CEMENT) TO BE USED IN ALL CONCRETE. 3. MIX MAY BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1904 OF THE USG. 4. WATER -- CEMENT RATIO PER UBG TABLE 19 -A -3. REINFORCING STEEL ASTM A615 GRADE 40, REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED APPROVED DETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN ACI REPORT 315. CONCRETE COVER OF REINFORCING 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 11/2" CONCRETE EXPOSED TO EARTH OR WEATHER. 1 1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. 3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. LAP COLUMN VERTICALS. CLASS "A" CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 32 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED. CARPENTRY GENERAL ALL FRAMING TO COMPLY WITH UBG CHAPTER 23. NAIL SIZES AND SPACING TO CONFORM TO U.B.G. TABLE 23- 11 -13-1 ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 18" MIN. CLEARANCE BETWEEN FLOC.<.x'i13T AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. LUMBER STRENGTH (UNITS IN PSI) STUDS FV FE, HEM - FIR 43 15 500 STUD GRADE 15 615 JOIST, RAFTERS (2X10) 15 1015 HEM - FIR 42 (2X12) 15 980 BEAMS, HEADERS, LINTELS, GIRDERS 4" NOMINAL DOUG - FIR 42 95 960 6" NOMINAL DOUG - FIR 41 85 1350 GLUED LAMINATED TIMBERS DOUG - FIR LARCH (24F - V4) 165 2400 MICRO - LAM LVL DOUG - FIR LARCH (24F - V4) 285 LOADING ROOF 15 PSF DEAD LOAD+ 25 PSF LIVE LOAD FLOOR 10 PSF DEAD LOAD 40 PSF LIVE LOAD CEILING 5 PSF DEAD LOAD+ 10 PSF LIVE LOAD DECK 5 PSF DEAD LOAD+ 60 PSF LIVE LOAD INTERIOR PARTITION EXTERIOR PARTITION 1,20 ^,000 1,200,000 1,300,000 1,30000 1,600,000 1,600,000 1,800 ,000 2600 1,900 ,000 40 PSF 50 PSF 15 PSF 55 PSF T PSF 10 PSF BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 2 "x2 "x1 /16" PLATE WASHERS. 1000 BEARING ON OR INSTALLED WITHIN I" OF MASONRY OR GONORETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2 X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. BETWEEN SUPPORTS PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS, JOISTS, 10-0" FOR ROOF JOISTS. TYPICAL SILL BOLTS TO BE 5/8" DIAMETER AT 6-0" 0.G. MINIMUM 1" EMBED. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. PLYWOOD PLYWOOD WALL AND ROOF SHEATHING SHALL BE 1/2" GDX, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d e 6" O.G. @ PANEL EDGES AND 12' O.G. IN FIELD. SPAN INDEX SHALL BE 24/0. PLYWOOD FLOOR SHEATHING SHALL BE 3/4" GDX T46, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 10C1 AT 6" O.G. 8 PANEL EDGES AND 12' O.G. IN FIELD. SPAN INDEX SHALL BE 40/20. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. STRUCTURAL GLUED - LAMINATED LUMBER SHALL BE DOUGLAS FIR FABRICATED TO THE REQUIREMENTS OF U.S. PRODUCT STANDARD PS 56. LUMBER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORKING STRESS VALUES OF 2400 P51 IN BENDING: 1100 P51 IN TENSION: 1600 P91 IN COMPRESSION PARALLEL TO GRAIN: 560 PSI IN COMPRESSION PERPENDICULAR TO GRAIN AND 165 P51 HORIZONTAL SHEAR (COMBINATION 24F - V4). LAMINATED MEMBERS TO BE AITG CERTIFIED. USE WATERPROOF GLUE. WOOD TRUSSES TRUSSES SHALL BE DESIGNED BY A REGISTERED WASHINGTON STATE ENGINEER AND FABRICATED FROM ONLY THESE DESIGNS. TRUSSES TO BE STAMPED BY THE MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS THE WASHINGTON STATE TRUSS FABRICATORS COUNCIL. ROOF TRUSS DESIGN SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STD) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HP TRUSSES TO MAIN GIRDER TRUSS. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL PITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD 15 PLACED UPON 1145 TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. TRUSSES SHALL BE DESIGNED FOR UNIFORM LOADING AS FOLLOWS: TOP CHORD 35 PSF OF TRIBUTARY AREA BOTTOM CHORD 5 PSF OF TRIBUTARY AREA TILE ROOF 45 PSF TOP CHORD 5 PSF BOTTOM CHORD FIREPLACES MASONRY FIREPLACES AND CHIMNEYS ARE TO BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE PORTIONS OF 1H8 MSC AND WC. FLUE LINER MINIMUM 5/8" FIRE CLAY (OR EQUIVALENT) PER UBG SECTION 3102 AND TABLE 31 -B. FLUE AREA PER UBG TABLE 31 -A. CHIMNEYS SHALL SUPPORT ONLY THEIR OWN WEIGHT UNLESS SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES ARE TO BE PROVIDED WITH TIGHTLY FITTING FLUE DAMPERS, CPERATED WITH A REDILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL, AND N OUTSIDE SOURCE OF COMBUSTION AIR MINIMUM DUCT SIZE OF 6 SQUARE INCHES IN AREA PROVIDED WITH READILY OPERABLE DAMPER LOCATED IN FRONT PART OF FIREBOX. PREFABRICATED FIREPLACES, CHIMNEYS, AND RELATED COMPONENTS TO BEAR UL. OR 1.0.13.0. SEAL OF APPROVAL AND TO BE INSTALLED PER MANJFACTURERS SPECIFICATIONS. HEARTHS TO EXTEND 20" IN FRONT OF AND I2" BEYOND EACH SIDE OF FIREPLACE OPENINGS. FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING 6LA55 OR METAL DOORS. INSULATION AND MOISTURE PROTECTION GENERAL UNLESS NOTED OTHERWISE, INSULATION TO BE PER P45.E.G. TABLE 6 -2 INSULATION BAFFLES TO MAINTAIN I" ABOVE INSULATION BAFFLES TO EXTEND 6" ABOVE BATT INSULATION BAFFLE-5 TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS /SHOWERS, PARTITIONS AND CORNERS FACE STAPLE BATTS FRICTION FIT FAGED BATTS USE 4 MIL POLY VAPOR RETARDER AT WALLS USE PVA PAINT WITH A DRY CUP PERM RATING OF I MAX. 12-10 INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CONTROL I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND 6ETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICE-5 THROUGH WALLS, FLOOR AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL 8E SEALED, CAULKED, GASKETED OR WEATHER - STRIPPED TO LIMN- AIR LEAKAGE. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL 55 DESIGNED ":!•O LIMIT AIR LEAKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED 'FIRE- RATED AND MUST MEET THE ABOVE REQUIREMENT. 3. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO AMIT INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 253 -13. SITE -BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE •EATHER - STRIPPED, CAULKED, AND MADE TIGHTLY FITTING. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER 1NGE.C. SEC. 502.4.4. PIPING FOR HOT WATER/STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT WATER SERVICE SYSTSMS 15 REQUIRED TO BE INSULATED PER 14.5.8.0. TABLE 5 -12, W.S.E.0. SERVICE WATER PIPING TO BE INSULATED WITH R -3. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS, INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER 15 TO THE WARM SIDE, STAPLES ARE PLACED NOT MORE THAN 8 INCHES ON CENTER AND GAPS BETWEEN THE FACING AND THE FRAMING DO NOT EXCEED 1 /16 INCH. A GROUND COVER OF 6 MIL (0.0069 BLACK POLYETHYLENE OR EQUIVALENT, SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND DOVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE I/300 OF THE ARE OF 1145 VENTILATED SPADE PROVIDED A VAPOR RETARDER HAVING A PERM RATING NOT EXCEEDING I 15 INSTALLED ON THE WARM SIDE OF THE INSULATION. 199/ WASHINGTON STATE ENERGY CODE - TABLE b -2 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE I - HEATING BY OTHER FUELS OPTION 9 HVAG EQU'P. Ea�lc. II GLAZING AREA: as of FLOOR GLAZING U- FACTOR 10 DOOR U-FACTOR 2 CEILING 3 VAULTE0 CEILING WALL ABODE 4 WALL GRADE 4 WALL �T. GRADE 5 FLOOR b SLAB ON GRADE VERTICAL OVERHEAD I. MED. 10% 0.10 0.68 OAO R -30 R -30 R -15 R -15 R -IO R -I9 R -IO IL MED. 12% 0.65. .038 0.40 R -30 R -30 R -15 R -15 R -IO R -I/ R -IO III. HIGH 21% 0.15 083 0.40 R -30 R -30 R -I9 R -19 R -IO R -19 R -IO IV. MED. 21% 0.65 0.68 0.40 R -30 R -30 R -19 R -19 R -IO R -19 R -I0 V. LOW 21% 0.60 0.68 0.40 R -30 R -30 R -I9 R -I9 R -I0 R -14 R -10 VI.' MED. 25% 0.45' 038 0.40 R -38 R -30 R -19 R -I9 R -10 R -25 R -IO VII.' MED. 30% 0.40' 0.68 0.40 R -30 R -30 R -19 R -19 R -IO R -25 R -10 VIII. MED. ,44-mITE. 0.25 0.40 0.40 R -30 R -30 R -19 R -19 R -I0 R -25 R -IO NOTE SEE W.S.E.G TEL. 6 -1 FOR EI'2CCGRIPTIVE REQUIREMENTS FOR ELEC. RESIST HEAT SEE GLAZING. SUMMARY FOR EXERCISED OPTION. I. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DE516N HAS A GLAZING RATIO TO THE CONDITIONED FLOOR AREA OF 19 %, IT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE 21% GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC, REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THi5 CODE. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. 'ADV' DENOTES ADVANCED FRAMED CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW GRADE VAULTS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -IO, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 555 SECTION 602.2. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED U5E, AND INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. SEE SECTION 602.4. 1. THE FOLLOWING OPTIONS SHALL BE APPLICABLE TO BUILDINGS LESS THAN THREE STORIES: 050 MAXIMUM FOR GLAZING AREAS OF 25% OR LESS; 0.45 MAXIMUM FOR GLAZING AREAS OF 30% OR LESS. 8. THIS WALL INSULATION REQUIREMENT DENOTES R -I9 WALL CAVITY INSULATION PLUS R-5 FOAM SHEATHING. 9. MINIMUM HVAG EQUIPMENT EFFICIENCY REQUIREMENT. 'LOW' DENOTES AN AFUE OF 0.14. 'MED.' DENOTES AN AFUE OF 0.15. 'HIGH' DENOTES AN AFUE OF 0.85. MINIMUM HVAG EQUIPMENT EFFICIENCY REQUIREMENT FOR HEAT PUMPS. 'LOW' DENOTES AN HSPF OF 6.95. 'MED.' DENOTES AN HSPF OF 6.8. 'HIGH' AN HSPF OF 1.1. WATER AND GROUND SOURCE HEAT PUMPS SHALL BE CONSIDERED AS MEDIUM EFFICIENCY AND HAVE A MINIMUM GOP AS REQUIRED IN TABLE 5 -1. 10. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE 45516NED DEFAULT U- FACTORS FROM TABLE 10-60 OR 10-60. II. WHERE A MAXIMUM GLAZING AREA I5 LISTED, THE TOTAL GLAZING AREA(OOMBINED VERTICAL 4 OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OF U =0.40 OR LESS 15 NOT INCLUDED IN GLAZING AREA LIMITATIONS 12. OVERHEAD GLAZING SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE WITH NERO 100 OR AS SPECIFIED IN SECTION 502.1.5.1 DOORS, W I NDOINS AND SKYLIGHTS GENERAL DOORS TO THE EXTERIOR SHALL HAVE MAX. 8" STEP TO MIN. 56" DEEP LANDING. ALL GLAZING TO BE PER W.5.E.0. TABLE 6 -2 UNLESS NOTED OTHERWISE. ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. BEDROOM EMERGENCY EGRESS WINDOWS MINIMUM NET CLEAR OPENING OF 5.1 5Q. FT. MIN. NET CLEAR OPEN ABLE WIDTH OF 20" AND MINIMUM NET CLEAR OPENING. HEIGHT OF 24 ", MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR. FRENCH DOORS TO BE DOUBLE GLAZED NON TESTED ASSUMED U VALUE OF .90. UNLESS NOTED OTHERWISE. FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 GFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD ASTM E 285.13. SITE BUILT AND MILL WORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT MUST BE MADE TIGHTLY FITTING AND WEATHER STRIPPED OR CAULKED. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 GFM INFILTRATION PER SQUARE FOOT OF DOOR AREA. D2,000-25 SEE PLANS FOR - MAXIMUM GLAZING AREA - GLAZING h:b_ AND MODEL NUMBERS - WEI61-FTED UA CALCULATION FOR SUBSTANDARD GLAZING SAFETY GLAZING LOCATIONS AS PER MC SECTION 2406.4. 1. INGRESS AND EGRESS DOORS 2. SLIDING GLAS5 DOORS, SPONGING. GLASS DOORS 5. SHOWER AND BATHTUB ENCLOSURE'S 4. GLAZING W/ THE EXPOSED EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED PORTION 4 BOTTOM EDGE 15 LESS THAN 60" ABOVE THE WALKING, SURFACE 5. GLAZING GREATER THAN 9 SF. LESS THAN IS" ABOVE FINISHED FLOOR 6. GLAZING. IN GUARDRAILS SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS 15 USED AS SINGLE GLAZING OR IN ALL PANES INSULATING GLASS UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE MET. 1. THIS GLAZING AREA DOES NOT EXCEED 16 SQUARE FEET. 2. THE HIGHEST POINT OF THE GLASS 15 NOT TO BE MORE THAN 12' ABOVE ANY WALKING SURFACE OR AGCSS ISLE AREA. 5. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 5/16 ". MECHANICAL GENERAL SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS / FIREPLACE STOVES, FACTORY BUILT FIREPLACES, AND FIREPLACE INSERTS. UNLESS OTHERWISE ADOPTED BY : JN6 COUNTY, ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF SECTIONS, 906 U.B.C. AND 701 U.M,G,. HEATING EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A T134IFE2ATURE OF 10 DEGREES F. AT A HEIGHT OF 9' ABOVE THE FLOOR IN ALL HABITABLE ROOMS KEN THE OUTSIDE 1154PBRATURE 15 AS SET FORTH IN SECTION 302.1 OF TH5 WSP.G. DEFINITION BUILDING ENVELOPE MGM SEG. 201 8.5.5.0. THE ELEMENTS OF A BUILDING WHICH ENCLOSE CONDITIONED SPACES THROUGH PS4IGH THERMAL ENERGY MAY BE TRANSFERRED TO /OR FROM THE EXTERIOR EXCEPT AS EXEMPTED BY THE PROVISIONS OF SECTION 1013.1 W5.E.G. 1_ FUEL BURNING EQUIPMENT LOCATED WITHIN TH8 BUILDING ENVELOPE (CONSTRUCTED UNDER THE 145.5.0) SHALL OBTAIN COMBUSTION AIR FROM OUTDOORS, MEETING THE PROVISIONS OF SECTION 103 U.M.G. 2. FUEL BURNING EQUIPMENT LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF SECTION 8061 U.M.C. 3. DUCTWORK LOCATION 4540 SOURCE OF COMBUSTION AIR REFERENCE SECTIONS '702 450 105184.C. ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED OELGIFIGATIONS, SECTION 302. 4114.0. APPLIANCES INTENDED FOR INSTALLATION 114 CLOSETS, ALCOVES OR CONFINED SPADES SHALL BE 50 LISTED. SECTION 304 U.M.G. NO WARM -AIR FURNACES SHALT- BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPADE WITH ACCESS ONLY THROUGH 5UGH ROOM OR SPADE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AN ELECTRIC HEATING. PuRNAGE5. SECTION 304.5 U.M.C. NO WARM -AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 3 INCHES ALONG, THE SIDES, BACK AND TOP 40080186 TO SECTION 3041 1.1B_0_ LIQUEFIED PETROLEUM GAG- BURTUN6 APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR 6A5 MIGHT COLLECT. APPLIANCES 5O FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION 15 PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED OAS_ SECTION 3045. U.M.G. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AN0 BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST IB INCHES ABOVE THE FLOOR LEVEL 5F0TION 3031.5 U.M.C. FIRE DAMPERS NEED NOT BE INSTAJ 1 PT' IN AIR DUCTS PASSING THROUGH THE WALL FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP B, DIVISION 3 OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION 1 OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0 .019 INCH (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE SECTION 50.1.8 (D), WARM -AIR FURNACE INSTALLATIONS IN ATTICS OR DRAWL SPACES SHALL COMPLY WITH SECTIONS 3013 AND 301.4 U.M.C. EVERY APPLIANCE 08516NED TO 58 VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH CHAPTER 5, AND TABLES NO. 5-A AND 5 -13, U.M.G. EVERY FACTORY EUILT CHIMNEY, TYPE L VENT, TYPE B 645 VENT OR TYPE BW 5A5 VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFRS INSTALLATION INSTRUCTIONS AND THE APPLICABLE REQ. OF SECS 503, 512.1 U.M.G. A TYPE B OR BW 6A5 VENT SHALL TERMINATE PER SEC. 806.4 AND TABLE 8 -A U.M.G. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT SECTION 8065 U.M.G. VENT GONNEGTORS SHALL BE INSTALLED WITHIN THE SPADE OR AREA IN WHICH THE APPLIANCE 15 LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER TABLE NO. 3-C U.M.G. HEATING EQUIPMENT REQUIRED HEATING SYSTEM EFFICIENCIES ARE DETERMINED. BY 11H5 TYPE OF GLAZING INSTALLED. FOR A BREAKDOWN OF REQUIRED HEATING SYSTEMS FOR EACH TYPE OF GLAZING, SEE W.5.E.0. TABLE 6 -2 IN GENERAL NOTES. HVAG EQUIPMENT FOR LOW -RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 150% OF DESIGN LOAD. INTEGRATED WHOLE HOUSE VENT SYSTEM SPECIFICATIONS FOR 1148 1998 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE FOR THE INTERMITTENTLY OPERATED INTEGRATED FORCED AIR VENTILATION SYSTEM. I. SOURCE SPECIFIC VENTILATION REQUIREMENTS A. EXHAUST FAN REQUIREMENTS: I. BATHROOMS, LAUNDRIES, AN POWDER ROOMS - 50 GFM 5 0.25" W.G.. 2. KITCHENS - 100 GFM ® 0.25" W.G. RANGE HOODS AND DOWN DRAFT RANGES MAY BE RATED AT 100 GFM A 0.10" W.G. B. EXHAUST DUCT REQUIREMENTS 1. BE INSULATED TO 8-4 IN UNCONDITIONED SPACES 2. BE EQUIPPED 81114 A BACK DRAFT DAMPER 3. TERMINATE OUTSIDE THE BUILDING 4. COMPLY 811114 TABLE 3-3 2. WHOLE HOUSE VENTILATION REQUIREMENT. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE FORGED AIR HEATING SYSTEM USING THE FOLLOWING METHOD. 3. FRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLLOWING: A. BE SIZED ACCORDING TO TABLE 3 -5 B. 135 DUCTED FROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM FOUR FEET UPSTREAM OF THE FURNACE BLOWER . G. BE INSULATED -TO 8 -4 WHEN- LOCATED WITHIN HEATED ARE ✓ A5 D. BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES._A_D N OTHER MATERIAL - E. NOT RECEIVE FRESH AIR FROM THE FOLLOWING AREA5:t f _ :.. I. WITHIN TEN FEET OF AN APPLIANCE VENT OUTLET, UNL'g5'1148 VENT-= -, / OUTLET 15 THREE FEET ABOVE THE FRESH AIR INLET. '' 2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES, OR FLAMMABLE t/AF0R5.. -_ 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING FUEL BURNING APPLIANCES THEREIN. 5. CLOSER THAN 10' FROM A VENT OPENING, OF A PLUMBING DRAINAGE '-- -- SYSTEM UNLESS THE VENT OPENING, 15 AT LEAST THREE FEE ABOVE THE FRESH AIR INLET. b. ATTICS, CRAWL SPACES, OR GARAGES. 4. THE INLET DUCT SHALL BE EQUIPPED 81114 ONE OF THE FOLLOWING: A. THE INLET DUCT SHALL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL TIMER, OR B. A FIXED DAMPER INSTALLED AND SET TO MEET MEASURED FLOW RATES AS SPECIFIED IN TABLE 3 -2; OR G. AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE PRESSURE OF 0.1 INCHES WATER GAUGE AT THE POINT WHERE THE OUTSIDE AIR DUCT 15 CONNECTED TO THE RETURN AIR PLENUM. 5. VENTILATION SYSTEM CONTROLS: AN AUTOMATIC CONTROL SUCH AS A CLOCK TIMER SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIMER SHALL BE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL AT THE TIME OF THE FINAL INSPECTION. THE TIMER SHALL BE SET TO OPERATE 11H8 WHOLE HOUSE FAN FOR A MINIMUM OF EIGHT DOORS. THE INTEGRATED VENTILATION SYSTEM SHALL DEMONSTRATE COMPLIANCE WITH VIAQG SECTION 30222 BY EITHER ON SITE FLOW TESTING OR AN ENGINEERED DESIGN. DEMONSTRATION OF COMPLIANCE SHALL BE MADE AVAILABLE FOR 7148 INSPECTOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. NOTE: KING CO/ 7. RECOMMENDS THE INSTALLATION OF A 054 RA_LY LOCATED WHOLE HOUSE EXHAUST FAN WITH A MINIMUM SONEE RATING OF 15 AND 54X0 ACCORDING TO TABLE 3 -2 AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDING CAVITIES. INTERIOR DOORS SHOULD BE UNDERCUT ONE HALF INCH ABOVE THE FINISHED FLOOR. TABLE 3 -2 WHOLE HOUSE EXHAUST FAN PRESCRIPTIVE REQWIREMENTS BEDROOMS MINIMUM FLEX 4:2IAMETER MAXIMUM LENGTH FEET GFM MAXIMUM LENGTH FEET MINIMUM i 41NCH - ' 'MAXIMUM- _ 2 OR LESS 50 50 5 INCH 90' 5 INCH 3 80 50 6 INCH NO LIMIT 120 -. 4 100 i ;7 v N/A 150 ...,.... -., _.,.... 5 120 80 5 INCH 15' 180 NOTE: THI5 TABLE SHALL NOT BE USED FOR DWELLING 5 560800M5. ! 1 ----- TABLE 3 -3 PRESCRIPTIVE EXHAUST Late A T TAINI MORE " A -22S FAN TESTED GFM 0 0.25 V. MINIMUM FLEX 4:2IAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELBOWS 50 41NCH 25' 41NCH 10 -T" 50 5 INCH 90' 5 INCH 100 3 50 6 INCH NO LIMIT 6 INCH NO LIMIT , '; 80 4 INCH' N/A 4 INCH 20 , ` .\y % 80 5 INCH 15' 5 INCH 100 . 3' ,R-.- " 80 6 INCH 90' 6 INCH NO LIMIT I 11010 e,, 100 5 INCH' N/A 5 INCH 50 ".,.1, SA ;Fri u:TS; 100 6 INCH 45' 6 INCH NO LIMIT ,a-_ Z.& 125 6 INCH 15' 6 INCH NO LIMIT ,;5 3*'Tllsc 125 1 INCH 10' 1 INCH NO LIMIT NOTE: I. FOR EACH ADDITIONAL ELBOW SUBTRACT 10 FEET FROM LENGTH - 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE. TABLE 3 -5 PRESCRIPTIVE INTEGRATED FORGED AIR SUPPLY DUCT SIZING NUMBER OF BEDROOMS MINIMUM SMOOTH DUCT DIAMETER MINIMUM FLEX DUCT DIAMETER MAXIMUM LENGTH FEET MAXIMUM NUMBER OF ELBOWS' 2 OR LESS 6" 1" 20' 3 3 -T" 8" 20' 3 4 OR MORE 8" 9" 20' 3 NOTE: I. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER I INCH. 2. FOR ELBOWS NUMBERING MORE THAN 3 INCREASE DUCT DIAMETER I INCH. DUCTWORK 1. DUET SYSTEMS SHALL BE OF METAL AS SET FORTH IN TABLES NO. 6 -A, 6 -13 AND 6 -0 OR FACTORY -MADE AIR DUETS COMPLYING WITH U.M.G. STD. NO. 6 -1 U.M.G. 2. JOINTS AND SEAMS SHALL. BE SUBSTANTIALLY AIRTIGHT, SECTION 601.5 (G), TABLE NO. 6 -4 (RECTANGULAR DUCTS) AND TABLE NO. 6 -13 (FLAT, OVAL AND ROUND DUCTS), U.M.G. 3. INSTALLATION OF DUCTS SHALL COMPLY WITH SECTION 603 U.M.G. 4. DUCT INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH SECTION ,604i1 4 5034 W.5.E.G. PLUMBING E= MADE TO 'VVITHCUT PRIOR ' .'_a 13UII DI';U DIV!.:GN. GENERAL F A WATER. HEATERS ARE REQUIRED TO MEET THE REQUIREMENTS OF 198'' N.A.E.CA. STANDARD AND BE LABELED AS SUCH. IN ADDITION, ELECTRIC WATER HEATERS INSTALLED IN UNHEATED SPACES 54ALL BE PLACED ON AN INCOMPRESSIBLE SURFACE OR FLOOR INSULATED TO A MINIMUM OF R -10. \1P�FE�I,K�N\ 8I s WATER TANK TO BE LABELED PER 1951 N.A.E.G.A. C 2.5 GPM FLOW RESTRIGTORS ON 51408585, 11UB5 AND LAVATORIES. V z W co z z W.S.E G. GHEGKL IST ,E.po ELECTRIC RESISTANCE OTHER FUELS Ix CH. 6 PRESCRIPTIVE CH. 5 TRADEOFF I�/\ OPTION NUMBER IV PROPOSED INSULATION MAX. GLAZING PERCENTAGE ALLOWED 21 % VAULTED CEILINGS R -30 PROPOSED PERCENTAGE GLAZING 18.86 FLAT CEILINGS /ATTICS R -30 MAX.. VERTICAL U -VALUE ALLOWED .650 EXTERIOR WALLS R -13 PROPOSED VERTICAL U -VALUE .382 INTERIOR HOUSE /GARAGE WALLS R -I3 MAX. OVERHEAD U -VALJE ALLOWED .680 FLOORS OVER UNHEATED SPACES R -I9 PROPOSED OVERHEAD U -VALUE .540 SLAB PERIMETER WA MAX. DOOR U -VALUE ALLOWED .400 DUCTS IN UNHEATED SPACES R -8 PROPOSED DOOR U -VALUE .340 3 IV DRAWN BY: SIND LATERAL BY: ANN REMSED BY: DATE: 6/29/00 DATE: 5/26/00 DATE: FRAMING 8 FOUNDATION y FRAMING d FOUNDATION y FRAMING b FOUNDATION L FRAMING E FOUNDATION L FRAMING 8 FOUNDATION I. DIMENSION 'I ` 2X STUDS DIMENSION 'I DIMENSION tj FINISH PER ELEVATION OVER I l LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN j I DIMENSION DIMENSION �( FINISH PER ELEVATION OVER 7 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN �•� PER PLAN FINISH PER ELEVATION OVER 7 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN 1t � t • I♦� .� � �� ;; 2X STUDS PER PLAN FINISH PER ELEVATION OVER 7 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN '�� It BATT INSULATION PER PLAN I4 V - �� , • 7 �FLG �� 2x STUDS PER PLAN 2x P.T. SILL PLAT ./ANCHOR BGLTS PER SHEAR WALL SCHEDULE, 12° MAX. FROM ENDS 8 l° MIN. EMBEDMENT. 1 2 "x2 "x3/16° WASHER r USE 5/8" DIA_ x 10° ANCHOR BOLTS ®48° O.Gr✓ 2 °x2 °x3/16° WASHER) 4° ER SLAB I Y.3. 2x STUDS PER PLAN 2x P.T. SILL PLATE w /ANCHOR BOLTS PER SHEAR WALL SCHEDULE 12" MAX. FROM ENDS 8 l' MIN. EMBEDMENT. USE 2 "x2 "x3 /I6" WASHER (ELSEWHERE USE 5/8" DIA. x 10" ANCHOR 2x STUDS PER PLAN 2x P.T. SILL PLATE ,N/ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 12" MAX. FROM ENDS 8 l' MIN. EMBEDMENT. USE 2 "x2 "x3/16" WASHER (ELSEWHERE USE 5 /8" DIA. x 10" ANCHOR BOLTS g 48" O.C.w/ 2 "x2 "x3 /I6" �� ; BATT INSULATION PER PLAN BAIT INSULATION PER PLAN 3/4" T.d G. PLYWOOD SUBFLOOR GLUED 8 NAILED BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.BG. PLYWOOD SVBFLOOR GLUED 8 NAILED ___ _ ___ FLR. JSTS. PER PLAN /1 / ,u) I ,�` . WOOD 11: � tI .0 < ti ION - - a�i Q�wz�o 'w`�mo�o3oo w N = °� w� N z z'u~ia ° °oa�oaw `zrxw"oa QOCr�wQ��op= azw��E >�aLLaa .-' SHING RIM FV1A%V1HS11I FLR. JSTS. PER PLAN - ' \ OPTIONAL b" MIN. 4" GONG. SLAB OVER 6 MIL. SLACK V. B. OVER OPTIONAL 6" MIN. 30" MAX. 4" GONG. SLAB OVER 6 MIL. BLACK VB. 4° GRANULAR FILL OVER b MIL_ BLACK VB_ OVER 4° GRA ULAR FILL 4" GONG. SLAB OVER b MIL. BLACK V.B. OVER 4" GRANULAR FILL OPTIONAL I 6" MIN. OPTIONAL 6 - "•- 2x P. T. SILL PL. W/ ANGHO" 1 \ MIN. �:1�- 2x P. T. SILL PL. W/ ANCHOR •II (I) #4 BAR GONTINUOU x ` - _ °• ' ` •I I II Ij'Il 1L II =• • ' ° • # (I) 4 BAR CONTINUOUS 111f �\ (I) #4 BAR It •• BOLTS 8 2'x2 "X3 /I6" WASH=- PER SHEAR WALL SGHED. 12' MAX. 8 4 1/2" MIN. FROM ENDS. 8 l" EMBEDMENT. (ELSEWHERE z USE 5/8" DIA. X 10" A. B. W/ - 2x2 x3/16 WASHERS @ 48 O.G.) T 1 #4 BAR VERTICAL ®18" O.G. w f = p °1( (I) #4 BAR yyp I BOLTS 8 2 "x2 "X3/16" WASHERS PER SHEAR WALL SGHED. 12" z £ C - - - - III - III -III I -I I III -I TIGHTLINE -III = I STORM DRAIN _ - IF REQUIRED I II- II= I I I =I i 1 • I'1 II ∎`7�����r���Q�1����r�r� = - _` .- C������������♦ -`___ _- - _ _.�` - _ __: �`: - - �. -; - ___ - _ -. , 1I=IIHII1 -I - III -_I I�J.I I -II -IICIII _ -. _ -.. • 1 =IFr =II1 -i III - III -I - I =11 -III- III -II!- _ #4 O.G. CONTINUOUS II• 1I ' 1L° I • CONTINUOUS " Ito , MAX. 8 4 1/2" MIN. FROM EN1. $ 1" EMBEDMENT. (ELSEWHERE z _ _ I_ 111= I - I II Sul I •I, I II 1 J •II - II • -I . IP III �I -III VIII I _ - III -1.. IL I- . - i I (° I' I •' I= _ �,_:.''- `_ -_ -_ - I -'_. ___ _ ._ -... �: - - -.- ., . I —II IIf—I1 I=� R -5 RIGID INSULATION I -III VERTICAL 0 STEM WALL III -1I� f p \ - III -III -I - I -III —I 1 —I ,1111 I I TIGHTLINE - qUS p I z USE 5/8" DIA. X IC" A. B. W/ - 2"x2 "x3/16" WASHERS ® °48 O.G. # W 4 BAR VERTICAL ®18 O.G. f O TIGHTLINE STORM DRAIN IF REQUIRED =1 -III- r--- II - #4 Q TIGHTLINE • I STORM DRAIN = 1 i STORM DRAIN- • -� 1 IF REQUIRED I- _ 0 p _ m I I If L�-6 8 HORIZONTAL ®10" O.G. MIL. BLACK V. B. IF REQUIRED -III I- -1_ _ =III j1 ' II , .n II •• 1 - +� 8 HORIZONTAL 0 10" O.G. k6 MIL. BLACK V. B. - _ - O I u . II °II II BAR VERTICAL 18" O.G. B HORIZONTAL ®10" O.G. • -I • :4" • I ' t •, 1 ` I #4 BAR ON AL AL ®Ib' OL_ E HORIZONTAL g O' OL. (2) #4 BAR CONTINUOUS ° • II.; • II • ° It' a BAR VERTICAL 18" 8 HORIZONTAL ®10" O.G. (2) #4 BAR CONTINUOUS \ 0 °• • 11 °: _ _ -_ I III- (2) #4 BAR CONTINUOUS \ - ° • ° -I I1 -111 =1 \ •, �1 III- -(2) #4 BAR CONTINUOUS ° (2) #4 BAR CONTINUOUS SCALE : I" = I' -0" 4" DIA PERF. 6� 4" DIA PERF. 4" 8` 4" 4 8" 1 4" °'I 4" DIA PERF. 3" 6" 3" 4' DIA. PERF. 1,, 4" 8" 4.. Jr 1N1 3 moo, a P. z..° o a t ov= 3 , 79 ® w r_:01 � ��w U w z wa z H w o Q�r w el Z FOUNDATION DRAIN °� FGi:YDATION DRAIN SCALE = I° = I' -0° '� 'I SCALE : I" = I' -O" FOUNDATION DRAIN 'I SCALE : I" = I' -0" FOUNDATION DRAIN 'T 'I 'I SCALE : I" = l'-0° 011 FOUNDATION WALL C2) 811 FOUNDATION WALL Q 8" FOUNDATION WALL W/ INSUL. SLAB 4 8" STEM WALL W/ SLAB la5 3/4" T.EG. PLYWOOD GAeRAGE FOUNDATION NOTE: SPACING GUARDRAIL 4" CLEAR MEMBERS SUCH PASS TO 1006.1 WALL BETWEEN INTERMEDIATE TO BE A MAX. OF THAT A SPHERE OF 4" DIA. THROUGH ANY OPENING CONFORM 850,1 c1-Npc °�1�� ` ��I - 1 FRAMING #FOUNDATION 1' 24" MIN. 1 I PLAN FINISH PER ELEVATION OVER 7 LB. BfdL.. PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN Z _ FL.A51 -ZING SUBFLOOK GLUED 8 NAILED \ X Q F O DIMENSION 518" 'X' �I 2X STUDS PER PLAN V ' - HEADER NAIL SHEATHING TO ri _ I� I 1 - 111111011=21211111 //////1/1,,,,",,,� Fliti - ///11/ 1111/// �' BATT INSULATION PER PLAN 2x6 STUDS ® I6" O.G. L SHEARTWw4 /LLNGHOR I I/4" DIA MIN. CONT. HANDRAIL SHALL NOT BALUSTERS BATT INSULATION PER PLAN Ep TO UBG SEC. BAATT INSULATION PER PLAN -� 3/4" 7.8 G. PLYWOOD � � t INSTALL TYPE G.W.B. FRAMING I TOP OF FOUNDAT PER PLAN I ON WALL I BOLTSTFER SCHEDULE ENDS 2"x2"x3/Ib USE BOLTS WASHER) HEADER ®3' O.G. E.W. X � _ p n? Q m O ? z f O _ _ ,__ _ SUBFLOOR GLUED 8 NAILED I APA RATED SHEATHING 3/8" MIN. 24/0 EXP. I �, 11 I I I I - 14: I I 1 I° 11 _ - 14 - _ OVER 4" R BLACK V.B. OVER 4" GRANULAR FILL APPROVED HOOKED END WOOD 'f0 CONCRETE ° CONNECTORS 6 24" WIDE PANELS I I /2" CLEAR FROM M FACE OF GONG. I I I I __I 1M ,X. - - ' " { / 1 FLR JSTS. PER PLAN --° I I '" _ -� ° 24" ., �-� ° a � .$ ° ° n \` e., -- 111R 12" MAX. FROM 8 l , MIN: EMBEDMENT. USE p WASHER (ELSEWHERE- 5/8 DIA. x 10" ANCHOR ®48 "O.G.w/ 2 "x2 "x3 /16 ", BEAM 1 I / ,l,y! (I I I RI �-' - ci a WOOD TRIM OPTIONAL 6° MIN. n ° a - -� \2x \ P. T. SILL PL W/ ANCHOR �'' f - p ry K w mF, \ w Q 9" MIN. - _- I / PER PLAN BOLTS & 2 "x2 "X3 /I6" WASHERS PER SHEAR WALL SGHED. 12" MAX. 8 4 1 /2" MIN. FROM ENDS. 8 l EMBEDMENT. (ELSEWHERE USE 5/8" DIA. X 10 A. B. IN/ 2'x2 x3/16' WASHERS ®48" O.G.) #4 BAR VERTICAL 18" • 11 {j 1 11 I ° 11 •,L+� tt 1 , I • ° _ 111 11L - 11L-I - 111 -- r7'`�111 - 1 -111 �1`� >R4 BAR VERTICAL AT 18" O.G. W/ ALTERNATE BENDS 8 HORIZONTAL ®10" O.G. 6 MIL. BLACK V.B. 1 1 , _ 1 II ` I ,_ (I) #4 BAR .1 1 1 I Xjr TREAD I BELOW STAIR INSTALL 5 /8" TYPE X' G.W.B. (2) LAYERS 0 CEILING, (I) LAYER 0 WALLS (3) 2X12 STRINGERS FIRE BLOCKING ®MID -SPAN .- - ;_ -,;.. -: _ -_. _ _: -_ - 1 -i -1 i I 1 ! "' i I -iii ` " - - - - 1 1 r e1 11 L I, 1' 11 ° . ° ° 11 I I �I I ° II . t (21 5/8" DIA. X 10" -J IANGHOR BOLTS �' BOTTOM OF V FOOTING IN SE LEVEL w/ m TOP OF WALL I II II - I I 1 1 -1 - I I =I I =I , \ a °'. n`� a I a \ I �``O a a a 24" `° ____ ° CONTINUOUS 11 ' • �- X Q - I © \ - � `I N. ���� 'I , Zw a p N m 4. Y f ■�' IA I. Q TIGHTLINE f STORM DRAI I IF REQUIRED I I 1 III II I=i I III =III =1 • ° • b �+ IL I1- �y ", ° ° _ 111 -1 I I -III yL =I I =I I =I I- Q? - III - III -III- E f =I =11' - y �` I 1 I �- `- - -- .- 8 HORIZONTAL ®10" O.G. - • • Ip 6 MIL. BLACK V. B. I° '• '�(2) -I - 1 -1 -� 11- III III - III - III -I 1- I JII 111 III =III- 8 -- - - ► AFTER STEP IIII I = - - _ -111111=111=111=1 I I -I -I I1 I I I I-I I- III =I I 1I I- - - - III 11 C I I REINFORCEMENT PER PL, 1 SCALE R' O - I I =I i r.° n• I —III -. =1 1 I -I 1 - -- =III =III- 1 =111 =1 •, 1� •° I� • • - #4 BAR CONTINUOUS m "° N(- BrflifSlTrj ° arm it coPes si ^_` r,"r 1' < Q i IV t U F u, V' o cV FLAN MIcIGIOA2F-1175 U N = " 4' DIA PERF_ ATIG'N y O 1 ' • 11 11 • v�L t '° • 1 - -I 1 -1 1 =I 11- 111 =111 =111= - - (2) #4 BAR CONTINUOUS SCALE . I = -O : . . ° • • ° ` °. ° ° a 4 m - - - 2X4 THRUST BLOCK NOT TO SCALE BOTTOM OF FOUNDATION FOOTING \ k 4.4. 8" L 4"*. : I/2° =.1.-0` �T �1 /f SCALE : I" = 1,_O„ • . , 8D SECTION THROUGH STEP TYPICAL ROOF DIAPHRAGM FOOTING ROOF FRAMING MEMBERS PER PLAN rq 2x6 PONY WALL ' _ FRAMING 8 FOUNDATION / 6 HOUSE /GARAGE FOUNDATION WALL `7 LATERAL RESTRAINT PANEL �O INTERIOR STAIR FRAMING 8 FOUNDATION L T� .� raaw� �� �CIs t 1 �rnmo Tot xa y-r«+e' sTNU I 2X STUDS PER PLAN ROOFING MATERIAL PER ELEVATION OVER BUILDING- PAPER 8 SHEATHING PER PLAN ROOF FRAMING ROOFING MATERIAL PER ELEVATION OVER BATT INSULATION PER PLAN / BUILDING PAPER AND SHEATHING PER PLAN CEILING JOISTS PER PLAN f r MEMBERS PER PLAN INSULATION BAFFLE TO EXTEND 12" ABOVE • WITH I I/2" ` . , ROOF FRAMING MEMBERS PER PLAN INSULATION BAFFLE INSULATION DIMENSION ` DIMENSION INSULATION CLEAR AIRSPACE VENTED 2X BLOCKING 2,. WITH GLR. AIRSPAGB GLR. __ ___________,_ I♦I I _ - -____ 2x STUDS PER PLAN BATT INSULATION PER PLAN B�� 3/4Tr� y .' H t`♦ INISH PER ELETION OVER R I BUILDING PER IR AIR INFILTRATIBARRIER 41 FINIS3/4T8GPLYWOOD 7 R I OVER THN AIR IN�=� t. r!?A�� BAR CONTINUOUS . 0 48" O.G. OVER SHEATHINPER PLAN � (3) 8d NAILS EACH TRUSS 46" SIMPSON H -I SEISMIC TIE ® 48" O.G. .p �� �� �4I �'' t �� , ,.� �� �� �' r METAL __ ii _ 1 ,. 1T����������- 11111,11111'11111 FLR. JSTS. PER PLAN _ _ _ ____ _ ____ h1/ 1/ 111111 /1/1/1/1/1/1/1/111 /11111 FLR JSTS. PER PLAN sr..-._! - Q _ ) 8d NAILS 0 GUTTER 46, 0. N H -I SEISMIC TIE ® 4b" OG (3) Sd NAILS �. '�� 1 , t , / tS �� I I I OVERHANG J Z - FLASHING ( 111, �/1r/�//1/1/1//11///1/' _ ne:\ ��& 'OP�ONAI_IM 1 I )__/ EACH RAFTER '- I ►••! I∎� I I I I I Ibd ®6" O.G. E Ibd TO BLOCKING EACH END TYP SHEAR WALL PER PLAN SCALE 4" GONG. SLAB OVER b MIL. BLACK V.B. OVER 4" GRANULAR FILL 6" MIN llll I�'� �_ FOR FLR. JSTS. PARALLEL '�:� I TI �• Its I 6" O.G. I FINISH GRADE ' •Ii yj 1 L ° • 2x BOLT5 SCHEDULE, ENDS _ USE (ELSEWHERE 10" w TO FOUNDATION WALL PROVIDE (I) SIMPSON A34 SILL IQ TO J5T. P.T. SILL PLATE.. w ANCHOR PER SHEAR ALL 12" MAX. FROM # 1" MIN. EMBEDMENT. 2"x2 "x5/16" WASHER. USE 5/8" DIA. x ANCHOR BOLTS ®48" O.G. /2 "x2 "X3/16" WASHER) z #4 BAR ®16" O.G. a VERTICAL a : I ° = ILO" X Q f = O FOR FLR JSTS. PARALLEL TO PROFOUNDATION VIIDE )TIS MPSON AS4 \ ° • , OVERHANG PER PLAN I - FI1LB. BPUILD HG PAPIER ORER AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN I SILL ETO JST. 2x P.T_ SILL PLAT w //ANGHO BOLTS PER SHEARWALL SCHEDULE, 12° MAX. FROM ENDS 8 Z MIN. EMBEDMENT. USE 2x2 x3/ib" WASHER (ELSEWHERE USE 5/8" DIA. x ANCHOR BOLTS ®48" O.G. w /2 °x2 °X3 /I6° WASHER) #4 18" I1° :.4---11 a• l 1 +I - ' ° I 1 I• -' �: ' '.: __- :':•::: : ' ': "_; _ .., _ Ij I 1 1 -i 17 - - I I =III -III -1 _ - I=I 11 =11 I - _ _ �_ I I I , 1 -III- \ - - - III `P 1 -) - -° - - I PER PLAN 2 X STUDS PER PLAN FINISH PER ELEVATION OVER 2 X STUDS PER PLAN 7 LB. BUILDING PAPER OR AIR INFILTRATION BARRIC -R OVER SHEATHING PER PLAN t t 1, TIGHTLINE --mss- STORM DRAIN;_:�;,)'_�' IF REQUIRED _: - �� �"• -?:= -0" MIN GRANULAR ": ;:' FREE DRAINING .4.... ;: �-: BAGKFILL • , BATT INSULATION PER PLAN GATT INSULATION PER PLAN I SCALE : I " = I' -0 I /�� - SCALE : I " = I' -O" �I D FLAT CEILING $ EAVE [2) VAULTED CEILING $ EAVE 15 FLAT CEILING $ GABLE z10" Q �1' -0" MIN GRANULAR FREE DRAINING ��- L, 8d ®6" O.G. 8d ®b O.G. - EL BAR a O.G. VERTICAL 1 X ` ce BAGKFILL f _ - 1 =1 -;;: -: `_ ; `_`> 11-111=11r- 0 111=-111E111- I - m III -11 1 .p I =III,` _ -_::; �_ �:� -• ' I -III I1 _ ° , a NOT: FLOOR FRAMING SHEATHING TO BE N PLACE PRIOR TO BAGKFILLING FOUNDATION WALLS t4 R-IOON NOTE: FLOOR FRAMING SHEATHING d ALL B5MT. WALLS TO BE IN PLACE PRIOR TO BACKFILLING FOUNDATION WALLS • P° - I ° •• I• - t • •1� ' t _• A. 11 . Il • I 11 11 i • li I I . 1F I • ,1 ' °°. - - -- '-:=1 1 =1 i 'I11911-=111, _ - III -I I I-I 11 - - 11= =111-= :;.: III -111 =1 - - '1 MEMBRA�OF _ _ - _ #4 BAR ® 10" Q.G. HORIZONTAL VEROWAL wIb" O.G. ALT BENDS 24" ABV. -FOOT ING- ': III III III -III- - III 111 -III= CRICKET 2 X 6 BUILT CURB __ SHEAR WALL PER PLAN (3) Ibd ® �I " SHEATH TRUSS ,I " \ `��, (2) 2X4 r. -UP SKYLIGHT SIZE PER PLAN W/ 4" MIN. CURB FLASHING AS RECOMMENDED BY MANUFACTURER (2 LAYERS LAMINATED GLASS 0 +12' -O" A.F.F./ 2 LAYERS TEMPERED GLASS ®- 12' -0" A.F.F.) Ibd 0 6" O.G. SHEATH TRUSS PERM-6 IOd ®4 O.G. PER PI -6 PROVIDE INTERMITTENT FRAMING. AS REQUIRED A35 ®24" OG ° _ IOd ®4 O.G. _ I♦� 2' -0" MIN. R -10 RIGID INSULATION -I I I 1 I- ill= WM'E°`MBRANEOF' - - - ..... #4 BAR ®10" HORIZONTAL -" .. #4 DOWEL ®I6 OG VERTICAL W/ AST BENDS 24 ASV, FOOTING. -1 I _ i 11 • -I ._ I' : a I 11 I ° 11 •II . •1 II• 1 . • 1 e,l 11 - 11 41 • RIGID I P6GE- �KWI SV OF GENT P EPVd VERTICAL VERTICAL RIGID INSULATION 4' GONG. SIAB OVER 6 MIL. BLACK V.B. OVER 4" GRANULAR FILL V R -5 RIGID INSULATION- VERTICAL 4" GONG SLAB OVER" MIL BLACK V.B OVER 4' GRANULAR FILL °! •'� \ 'N... RAFTERS OR TRUSS BEYOND `�� �' �� JOIST 8 DIAPHRAGM �r'Q. NAERS \� i �� Y �� � ' \ r v. DRAWN B ' SWD DATE 6/29/ 00 BATT INSULATION � \ "�'O PER PLAN Y i (2) 2X4\ '���OAWi7M ,G� �� i I II �������� - -- I 1 Y IIII i i '�CI•� I II ivi�i�i ° _ ,. • • ' a•• ° \ 8 _, ► 2x AS REQIURED � 1 •. ° ° LATERAL BY: ANW DATE: 6/26/00 p . - - 1���.� ,�� A��������0��' ► :rte :': D����������e�e����♦ I r ��� 2X4 INFILL FRAMING RENSED BY. � DATE' z Q Z\ 1 f-1_111-f-1 p I - I11I (GONTI NOUS 11• P - u ° .. `y 111.---1.11=11 I I1 o '•dl •11 _ Q` (2) #4 BAR -111=11 1 CONTINUOUS. II111IIIIII II- 11 i 1 i I._ -` ��� J �1 2x SLLID BLOCKING � SHEAR WALL (SEE PLANS) _m_ 1 -I I -I1 .. ..,::.:�....:........ _...- :... .-. —III -_ � • ° =I =�r_ ..: - ..,..._ ...:' -. ;_• III -III -I - - q 1 6 ._. �' DOUBLE JOIST 5/8" TYPE "X' G.W.S. - 3„ CLEAR COVER j� 4 L 8 4 ,III 4",I, III -I X4" L 8" L4" L 4" DIA. PERF. SHEAR WALL SG.NLE : 1" = I' -0" NOT TO SCALE ,I S I M. NOT TO SCALE CLEAR COVER �T �T �I FOUNDATION DRAIN SCALE : I" = I' -O" 4" DIA. PERF. SCALE : I° = 1. -0" FOUNDATION DRAIN T4 SKYLIGHT 15 SHEAR TRANSFER DETAIL 16 SHEAR TRANSFER DETAIL HOUSE /GARAGE BSMT. FOUNDATION Q 8" BSMT. FOUNDATION WALL 256 RAFTERS 24" O.G. E_ ® 8, -I" ABV. MAIN FLOOR It ® IT -O" ABV. MAIN FLOOR D.5. -FE ® 8' -5 5/5" ABV. MAIN FLOOR 0.5. 25 2 HEM FIR •2 RAFTERS 5 2 TOP TO MATCH TRUSS HEEL iC ® I' -O" ABV. FMAIN FLOOR vac 1 END JACK T HI AMASTER FLAT TOP TRUSS FLAT TOP TRUSS END JACKS ®24" 0 1 2°4 SKY i GH ©I I1 T W/ LAM. GLASS I I ©Jill -- 1 NEI d 2512 RIDGE I - ° !�i��C-'- 2x72 �P° 2512 ■ /- N U7 N TOP OF BEAMS 8' -5 3/8" A.M.F- FRAME OVER W/ 255 5 24" O.G. (2) 2 °2° SKYLIGHTS W/ LAM. GLASS mr.1 © ice° I�IN/ 2.2° L M. L GHT W/ LAM. GLASS, ltC:flj_iv Fi' 0 IT' -O" ABA. MAIN FLOOR 5" O.H. TYP. 5 GABLES D.S. ®I�IIII . FLAT TOP TRU55 1 � .I HIPMASTER 9 • END JACK gyp- I I • A p ,;= I END JACKS ® 24' O.G. �I� ,I GRI 0 4 QY 2' -4" x 3' -0" WOOD FRAME CHIMNEY W/ METAL FLUE CAP D.S. O END JACKS 5 24' 0.0 '11 FE. S' -1" ABV. MAIN FLOOR ROCY RAM I NO FLAN SCALE: 1/4" = I' -O ROOF FRAMING NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 8 CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS 4 HEADERS TO BE 4X10 DF.2 5 2X4 WALLS 5 6X8 DF.2 5 2X6 WALLS U.N.O. 5. PROVIDE VENT BLOCKING OVER SUPPORTS. 4. BEARING WALLS ARE SHADED. 5. ALL TRUSSES: SHALL BE STAMPED BY AN ENGINEER LICENSED IN THE STATE OF WASHINGTON. * SHALL BE INSTALLED b BRACED TO ENGINEERS SPECIFICATIONS " SHALL HAVE DESIGN DETAILS 5 DRAWINGS ON SITE FOR FRAMING INSPECTION * SHALL NOT BE FIELD ALTERED WITHOUT PRIOR EUILDING DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS 6. SEE SHEET 1 FOR ADDITIONAL NOTES. I. SHEATH ALL GABLE ENDS PER PI.5 U.N.O. Ea 8' -I" ABA. MAIN FLOOR ROOF VENTILATION STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY: ROOF AREA: 1693 S.F. VENTILATION REQUIRED, 1693 S.F. / SOO = 812.64 5.1. REQ'D PROVIDE 1/2 VENTILATION a EAVES, 1/2 ®12" BELOW RIDGE BIRDBLOGKI NG= 35 5.1. / L.F. - 25% SCREEN REDUCTION= 283 5.1. / L.F. EAVE VENTILATION REQUIRED= 512.64 5.1. / 2 / 5.1. PER L.F. 154.19 L.F. PROVIDE: 155 L.F. BIRDBLOGKING VENTILATION = 406.88 5.1. EAVE VENTILATION PROVIDED = 406.88 S.I. IS GREATER THAN 40632 S.I. REQ'D 1 "x1" ATTIC ROOF JACK= 44.0 5.1. EACH - 25% SCREEN REDUCTION= 36.15 5.1. EACH UPPER VENTILATION REQ'D= 812.64 5.1. / 2 / S.I. OF EACH VENT= 11.06 VENTS PROVIDE: 12 - 1 "x1" ATTIC ROOF JACKS 441.00 5.1. UPPER VENTILATION :'ROVIDED= 441.00 5.1. 15 GREATER THAN 405.52 5.1. REQ'D USE: 155 L.F. BIRDBLOGKING 406.88 5.1. USE: 12 - 1 "xT' ATTIC ROOF JACKS 441.00 S.I. TOTAL VENTILATION PROVIDED: 841.88 5.1. 15 GREATER THAN 512.64 Si. REQ'D D.5. : SHEAR TRANSFER NOTES: O DESIGN TRUSS TO RESIST 2380. LATERAL LOAD OR SHEATH PER PI -5, I5' -0" LONG. SEE DETAIL. ODESIGN TRUSS TO RESIST 1120• LATERAL LOAD OR SHEATH PER PI -6, 8' -0" LONG. SEE DETAIL. 26' -0" ' 5, T .4 BARS 5 24' LONG T -5 I/2" 8, -3 1/2" STEP GONG. WALL ® © PER SITE CONDITI :N5 0 D5- WY PONY L v O I _ ° DBL. SLIDER =RIPE - 8,524" CRAWL I- 1 �� SPACE ACCESS r '� 2x10 F..U. Ib" D.G. INSULATE $ � BANGER ONE SIDE ' WEATHER STRIP R -10 RIGID INSULATION x � 2x10 �\ 24" WIDE (MIN) ® ®Ib" �II l ill I BASEMENT PERIMETER a I i % /i� PATIO 4' CONC. OVER 4' GRA5:.LAR FILL (b) 1 "5I4" SCREE ED FOUNDATION VE 5 AS SHOWN D.5. DBL. JOISTS 258 P.T. LEDGER 454 P.T. POST W/ SIMPSON PB44 TYP. 5 PORCH 510 F.J. 5 16" O.G. 14'-3 I/2" 8' -3 V2" 258 P.T. JSTS %4 lb" O.G. 5 615/4" x 9" GLB. 24F -V4 FLUSH 256 PONY WALL DBL. JOISTS DBL JOISTS_ 2510 F.J. 5 16° 0.0 UNFINISHED x10 F.J. 5 I6" 0.0 • ' BASEMENT 4' CONC. OVER 4' GRANULAR FILL 256 EXTERIOR WALL 26 8)- FOLD DBL. JOISTS A.B. 6 24" 0.0. 1 2x5 PONT WALL I, v Q 4( 2510 F.J. 5 16" O.G. z \E■ CANTL. 1' -5" U Q DBL. JOISTS 16' 18'524' CRAWL SPACE ACCESS �- - -PONY WALL 13 O 1 516. 6" Ll WALL J O 9 1/2" CLR. 258 P.T. JSTS A.B. 5 55" 0.G. gL 42- RAISE 14" ABV. MAIN FLOOR 11.-0" 2x8 PT_ LEDGER A.B. 5 36" O.G. BLOCK OUT CONC. FOR DUCT WORK CONTINUE FOOTING BENEATH DOORS SLAB ON GRADE 3 DESIGN TRUSS SHEAR PANEL TO RESIST 140• PLF (4) LOCATIONS_ O ADD A55 FA. EACH END TO WALL TOP PLATE. SHEAR WALL PER PLAN 8d NAILS 5 6" O.G. THROUGH SHEATHING INTO LEDGER ROOF FRAMING MEMBER PER PLAN SLOPED HANGER 2x FIRE BLOCKING (2) I651 NAILS EACH STUD 2x BLOCKING BETWEEN STUDS 2x LEDGER (ONE SIZE LARGER THAN FRAMING MEMBER), OR SOLID BLKG SHEAR TRANSFER DETAIL DBL. JOISTS 656 P.T. POSTS W/ 0865 / PC66 TYP. 5 DECK -•[r °fir! miamoso6i'r; D5.0 2 I3 4 II LINE OF 51M. SOFFIT, VENT 5 INSULATE CANTL. FLOOR 14'-0° 4" GONG. OVER b MIL (BLACK) V.B. OVER 4" GRANULAR FILL SLOPE 6" TO O.H. DOORS EDGE OF SLAB BLOCK OUT GONG. FOR 2. DOOR 1- D.S. STUB OUT 54 BARS 18" O.G. 24" LONG 36 "548" GONG. LANDING 58, -O" OVERALL 24' -0" O D.5 FOUNDATION FLAN D2000, 2a5 SCALE: 1/4" = I -O FOUNDATION NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 8 CONDITIONS PRIOR TO CONSTRUCTION. 2. PROVIDE SOLID BLOCKING OVER SUPPORTS. 3. POSTS TO BE P.T. 4X4 DF.2 5 P.T. 4X6 DF•2 5 BEAM JOINTS, U.N.O. 4. ALL FOOTINGS TO REST ON UNDISTURBED SOIL 5. ALL WOOD IN CONTACT WITH CONE. TO BE PRESSURE TREATED b. SOIT, VENT, 5 INSULATE CANTILEVERED AREAS. 1. INSTALL SIMPSON GONG. TO WOOD HOLDOWNS I. 1/2" FROM CORNERS 5 WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 8. STEP FOUNDATION PER SITE CONDITIONS. 9. 2000 P.S.F. ASSUMED SOIL BEARIN5 CAPACITY SHALL BE VERIFIED IN FIELD. 10. SEE SHEET 1 FOR ADDITIONAL NOTES. II. SPACE 5/5" DIA. ANCHOR BOLTS 0 4' -0" 0.G. W/ 2 "52 "53/16" PLATE WASHERS U.N.O. LATERAL- RESTRAINT HARDWARE SYMBOL HOLDOWN TYPE AND AMOUNTS ® SIMPSON STHOI4RJ (6). TOTAL. INSTALL I -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (55) I6d NAILS EACH. ® SIMPSON HPAHD22 (19) TOTAL. INSTALL I -I/2" FROM CORNERS OR ROUGH OPENINGS, USE (16) I6d NAILS EACH. FOOTING SCHEDULE SYMBOL FOUNDATION NOTES DIAMETER X 12" THICK GONG. FOOTING I36" � WITH 3 - •4 BARS E.W. POST 4 CONNECTION PER PLAN 36 24" DIAMETER X 5" THICK CONC. FOOTING O\ O WITH 2 -.4 BARS E.W. 24 POST $ CONNECTION PER PLAN 15" DIAMETER X 8" THICK GONG. FOOTING O 8 WITH 2 - .4 BARS E.W. POST 8 CONNECTION PER PLAN. FOUNDATION VENTILATION GRAWLSPACE AREA: 458 5.6. VENTILATION REQUIRED: 458 S.F. /150 = 439.68 51. REQ'D USE:.. 1 "X14" FOUNDATION VENTS VENT AREA = 98 51.- 25% REDUG.,1 /4 "MESH = 75.5 51. VENTS REQUIRED = 459.68 51/ VENT AREA = 5.48 51. PROVIDE, 6''X14" VENTS, AREA = 441.0 51. VENTILATION PROVIDED = 441.0 51. 15 GREATER THAN 439.65 51. REQ0 USE: 6 1 "X14" FOUNDATION VENTS LINE OF ROOF BELOW A 0 PI -6 2x4 KNEE WALL BELOW 2 °2° SKYLIGHT W/ LAM. GLASS LINE OF WALL BELOW 26' -0" 14' -0 12' -0" TOP OF BEAM 11-0" A.M.F. PI -6 1/8 "x42" G.L.B. 24F -V4 MSTR BEDF�M CARPET IIOV 0 PI -6 1st RISER 22 "x30" ATTIC AGCES INSULATE S W.5. 4' -0" R. 5 WIG CARPET 3 °1° 2. 2 4 O 110V S.D. 0 PL NT SHELF U >5" A.F.F. SKYLIGHT W✓ LAM. GLASS OPEN TO BELOW 4-0 II0V S.D. 0� K a 4 VAULTED BEDRM 2 CARPET 10 Os JI ,12 -0 • <I V 9 [ PI -6 4 USE FULL HEIGHT STUDS 0 SCISSOR TRUSS ABV. H6 DBL. JOIST 8A i m TO WALL BELOW 2 4 °4° SLIDER II W/ 5AF. GLASS 0 2 °2° SKYLIGHT - W/ LAM. GLASS 0 2' -4" DRYER V.T.O. PI 6 WASH. 4ti 2° 34- FOLD z1 b° BI -FOLD R. b 5. 12 2x6 WALL El3A �1Y1\J PI 6 I 2 2' K 1)44-, W.G. MEM P1-611 2°2° GAS O 8' -4 0110; S.D. 2°2° SKYLIGHT N/ LAM. GLASS BEDRM 3 CARPET SOFFIT DOWN TO BOT. OF BEAM PI -6 WHOLE HOUSE FAN TO BE INTEGRATED W/ FORGED AIR SYSTEM W/ AUTO TIMER 3 MANUAL OVERRIDE LINE OF WALL BELOW OI 4 6 PI-6 LINE OF ROOF BELOW ry 12' -0" 6' -0' 6' -O" 15' -6" I' -6" T UPPER --LQQR FLAN SCALE: I/4" = 1'-0" SHEAR WALL SCHEDULE (SEE 1441 UBG TABLE 23- 11 -I -I, E 23- II -1 -2) PI -6 V = 148 PLF 1/2" PLYWOOD OR O.S.B. EQUAL W/ 8d (GUN) NAILS ® 6" O.G. ANCHORAGE: I6d NAILS ® 5" O.G. OR 5/8" A.B. N 48" O.G. TO CONC. PI -4 V = 304 PLF I/2" PLYWOOD OR O.S.B. EQUAL W/ Sd (GUN) NAILS 0 4" O.G. ANCHORAGE: I6d NAILS ® 4" O.G. OR 5/8" A.B. ® 36" O.G. TO GONG. PI -3 V = 384 PLF 1/2" PLYWOOD OR 0.5.8. EQUAL W/ 8d (GUN) NAILS 0 5" O.G. ANCHORAGE: 3/8 "x5" LAG SCREWS ® 12" O.G. OR 5/8" A.B. 0 30" O.G. TO GONG. USE MIN. 3" NOMINAL STUDS 0 ADJOINING PANEL EDGES. PI -2 V = 516 PLF i /2" PLYWOOD OR O.S.S. EQUAL W/ 8d (GUN) NAILS ® 2" O.G. ANCHORAGE: 3/8"x5" LAG SCREWS 0 3" O.G. OR 5/8" A.B. ® 24" O.G. TO CONC. USE MIN. 3" NOMINAL STUDS ® ADJOINING PANEL EDGES. P2 -4 V = 608 PLF 1/2" PLYWOOD OR O.S.B. EQUAL (2 SIDES) W/ 8d (GUN) NAILS 0 4" O.G. ANCHORAGE: 3/8 "x5" LAG SCREWS 0 8" O.G. OR 5/8" A.B. ® 18" O.G. TO CONC. USE MIN. 3" NOMINAL STUDS 0 ADJOINING PANEL EDGES. P2 -3 V = 118 PLF I/2" PLYWOOD OR 0.5.B. EQUAL (2 SIDES) kV 8d (GUN) NAILS 0 3" O.G. ANCHORAGE: 3/8 "x5" LAG SCREWS ® 1" O.G. OR 5/8" A.B. ® 12" O.G. TO CONC. USE MIN. 3" NOMINAL STUDS ® ADJOINING PANEL EDGES. P2 -2 V = 1020 PLF I/2" PLYWOOD OR O.S.B. EQUAL (2 SIDES) W/ 8d (GUN) NAILS @ 2" O.G. ANCHORAGE: 3/S "x5" LAG SCREWS ® 6" O.G. OR 5/8" A.B. 0 12" O.G. TO CONC. USE MIN. 3" NOMINAL STUDS 0 ADJOINING PANEL EDGES. NOTE: THE SHEAR VALUES IN THIS TABLE ARE BASED ON THE USE OF Sd PNEUMATICALLY DRIVEN NA L5 WITH A MINIMUM SHANK DIAMETER OF 0.113 ". BLOCK. ALL PANEL EDGES. NAIL SPACING 13 FOR ALL PANEL EDGES. SPACE NAILS O 12" 0.G. ALONG INTERMEDIATE FRAMING MEMBERS. AT DOUBLE SIDED SHEAR WALLS, OFFSET SHEATHING JOINT BY ONE BAY MINIMUM. PROVICE 4x BLOCKING BENEATH SILL PLATE, WITH NAILS STAGGERED. 3' 12'-0" 32' -0" 14' -0" S 4x10 D.F. PI-6 USE FULL 1-E1GH t 5TUD5 ® RAKE 2 tir 9 t,1 QI VAULTED DINING CARPET VAULTED LIVING CARPET 12 "x12" BOX BEAM A.M.F. H „�� LINE OF INT. VAULT /// ALF WALL G 36'// ABV. NOSING // 4x10 15F. UP 14 RISERS 3" TREADS 838 NEWEL POST 4x4 KING POST ABOVE 838 BUILT -UP POST SIMPSON HU410 HANGER HDWD 5 -8• 3,0" 21310 F.J. ® I6" O.G. HAND RAIL ® 36" ABV. NOSING 4' -0" 2' -0 - PREP. ISLAND 36° A.F.F. QI1 NOOK :III "'HP' Oil 31/8°x15 518. 24F -V4 UPSET INTO WALL ABV_ 2x10 F.J. ® 15° 0.G. HANGER 2 SIDES 2x10 F.J. 8 lb" 0.G. CANTL. 2' -0" hw s, SOFFIT, VENT 3 cv IJ INSULATE FLOOR m O Q ILL ` n 10 w IY SOFFIT DOWN TO it O BOT. OF BEAM in DECK 2x4 CEDAR 4x5 POST 16j 43 5 TIGHT FITTING, I -% THICK i I PI -4 1 42 ly- (MIN) SOLID GORE DOOR W/ 14 L.F. % # SELF CLOSER 473 . JSTE. 36° 141614 F.T. RAIL N/ 2x2 PICKETS ® K 5 3/8" O.G_ FAMILY GARPEf 4" GONG. DBL. JOISTS III 2x10 F.J. 0 IS O.G. = ZERO CLEARANCE GAS F.P. 0 1 X INSTALLED PER MANUF. SPECS. Q © W/ 20° WIDE (MIN) NON - COMBUSTIBLE FLUSH HEARTH m 14L.F 13 PI -4 (2) A35 F.A. PROVIDE (2) 26 GA. 51E5MIC STRAP, W.H. TO WALL 2x10 F.J. ® 16" O.G. PROVIDE 5" DIA. FRESH AIR DUCT IN/ DAMPER 2x10 F.34. ®12" O.G. 11 5 /8 "x3" G.L.B. 24F -V4 FLUSH ID LINE OF WALL ABOVE Ut PLATFORM 3 18" ABOVE SLAB O WRAP ALL WARM WALLS, POSTS, BEAMS, 3 CEILING W/ 5/8" TYPE 'X' G.W.B. 2° 5.0. HALF -L 36 "x48" GONG. LANDING 6' -5" HIGH FRAMED WALL 3 RAISED CURB EACH SIDE OF GARAGE LATERAL RESTRAINT HARDWARE SYMBOL HOLDOWN TYPE AND AMOUNTS ® SIMPSON STHDI4RJ (S) TOTAL. INSTALL 1 -1/2" FROM CORNERS OR ROUGH OPENINGS, U5E (38) I6d NAILS EACH. ® SIMPSON HPAHD22 (16) TOTAL. INSTALL I -I/2" FROM CORNERS OR ROUGH OPENINGS, USE (16) Ibd NAILS EACH. - SIMPSON 0516x46 STRAP (13) TOTAL 0 MAIN FLOOR. INSTALL VERTICALLY DOWN TO POST IN CRAWL SPACE. USE (25) 861 NAILS EACH. - SIMPSON GSI6x36 STRAP (10) TOTAL 0 UPPER FLOOR. INSTALL VERTICALLY DOWN TO FRAMING BELOW. USE (28) 8d NAILS EACH. 0 SIMPSON 145 (12) TOTAL 5 UPPER FLOOR. INSTALL VERTICALLY DOWN, DBL. STUD TO RIM JOIST. USE (16) 8d NAILS EACH. 3' -0" 44' -0" 41' -0" OVERALL 24' -0" 12 -0 MAIN LOOR FLAN D2000" 2 2s SCALE: I/4" = 1' -0" FLOOR PLAN NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS # HEADERS TO BE 4X10 DF42 8 2X4 WALLS $ 6X8 DF#2 3 2X6 WALLS U.N.O. 3. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4. PROVIDE FIREBLOGKING ® ALL PLUMBING PENETRATIONS. 5. WINDOW 8 DOORS ARE SHOWN 3 NOTED AS NOMINAL SIZES. 5. WINDOW HORS. 3 5' -8" ABOVE FIN. FLOOR , U.N.O. 1. ALL WOOD IN CONTACT WITH LONG. TO BE PRESSURE TREATED. 8. EXTERIOR WALLS TO BE 2x STUDS ® 15" O.G., U.N.O. 3. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 11/2" FROM CORNERS $ WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 10. 130105TE5 POINT LOAD SUPPORTED BY (2) 51105, U.N.O. 11. SMOKE DETECTORS: * SHALL BE 110 V INTERCONNECTED. W/ BATTERY BACKUP * SHALL BE INSTALLED ON EACH FLOOR $ ALL BEDROOMS SHALL BE INSTALLED IN EACH LOCATION WHERE THERE 15 A CEILING. CHANGE GREATER THAN 24 ". 12. SEE SHEET 1 FOR ADDITIONAL NOTES. 13. ALL EXTERIOR WALLS TO BE PI -6 U.N.O. AREA SUMMARY LOWER FLOOR: 515 S.F. MAIN FLOOR: 10'15 S.F. UPPER FLOOR: 915 S.F. TOTAL FINISHED AREA: 1990 5.F. GARAGE: 504 S.F. GLAZING SUMMARY TOTAL HEATED AREA: 2505 S.F. TOTAL GLAZING AREA: 4-12.52 Sire? PERGENTA6E OF 6LAZIN6: 18.56 % VENTILATION REQUIREMENTS (SEE 1448 WASHINGTON STATE INDOOR AIR QUALITY CODE) SYMBOL FAN TYPE Aj 1 F "NUTONE" QT 130 1.0 SONES 102 CFM 0 .25 WG 130 CFM 0 .10 WG .2 "NUTONE" QT 80 1.5 SONES 63 CFM 3 .25 WG 80 CFM 3 .10 WG NOTES: I USE QT 130 (100 CFM MIN) ® ALL KITCHEN b WHOLE HOUSE FAN. 2. USE QT 50 (50 CFM MIN) 5 ALL OTHER LOCATIONS. 3. ALL FANS TO VENT DIRECTLY TO OUTSIDE. 4. ALL OTHER REQUIREMENTS OF 1441 WSEG /1498 VIAQ MUST BE MET. DRAWN BY: DATE: 5/23/00 Q�3457 LATERAL BY: DATE, ANN 5/25/00 REUSED BY: DATE: 36" HIGH P.T. RAIL W/ 2x2 PICKETS ® / 5 3/6" O.G. 2°2° SKYLIGHT IV LAM. GLASS 2°2° SKYLIGHT V LAM. GLASS r CONTINUOUS GUTTER OVER 2x8 FASCIA BOARD TYP. 5.6 6" EXPOSED LAP SIDING —1 6x6 P.T. POSTS — r J I LINE OF FOOTINGS 2x4 FLAT OVER 2x8 TRIM TYP. J LEFT ELEVATION SCALE: 1/4" = ItIuuuuuu�uL • 2 °4° SKYLIGHT W/ LAM. GLASS 12 It ® UPPER TOP OF CHIMNEY TO BE 2' -0" ABOVE ANY STRUCTURE WITHIN 10' -0" 24" DIA. LOUVERED ATTIC VENT COMPOSITION SHINGLES TYPICAL 12 2x2 STRIPS ®12" O.G. EACH WAY OVER MD.O. PLYWOOD 0 UPPER Iii�imii ii1111"�ru ■'■ ■ ■■ = INEV lmnIIIl1 ■■ •e 1 I(°I1111111m11111111 IIIIIIIIO°I�°inmIIIuII iilim ■ ■- ■���'' it nin�ii ■ ■�■■ u •• uiiiii ■■ ■ ■■ II•In11 111111 ��I11mmmmliiil�liinial SHINGLE SIDING 2x4 FLAT OVER 2x8 TRIM TYP. ® FRONT 1x4 TRIM OVER 2x12 BARGE TYP. FP- S PORCH ■ 11141 ®Il1l1 l 111! 11l11l1111 �■ • SUBFLOOR F♦ 0 MAIN l 0 MAIN FLOOR f@ BASEMENT T.O. SLAB RIG- TELEXATOil SCALE: 1/4" = -2x4 FLAT OVER 2x4 WINDOW TRIM TYP. ® SIDES 8 REAR- -J -2x8 DOOR TRIM M.D.O. PLYWOOD L 1 1 b" EXPOSED LAP SIDING IROMT ELEVAT ION SCALE 114' ELEVATION NOTES: I. VERIFY SHEAR WALL NAILING AND HOLDOWNS PER PLAN b SCHEDULE PRIOR TO INSTALLING SIDING. 2. CAULK ALL EXTERIOR JOINTS E PENETRATIONS. 3_ PROVIDE WEATHER STRIPPING 4 FLASHING AT ALL DOORS E WINDOWS. 4. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING 8 SING ® ALL ROOF PENETRATIONS, CHIMNEYS b SKYLIGHTS. 5. PROVIDE CONTINUOUS hETAL GUTTERS S DOWNSPOUTS ® ALL EAVES, TYPICAL. 6. SEE SHEET I FOR ADDITIONAL NOTES. 2x4 WINDOW TRIM L CRICKET CONTINUOUS GUTTER OVER 2x3, FASCIA BOARD TYP. MAIN FLOOR 5.G. ° ° ° ° °° ° °�°�° °+1I {11111 I {1'1111�{1 I .1 �r■CII= ° ° °lll N111 IIIJ ° °° °°°°°° °°°° °° - -__ ■�EpJJ,I' ..NN.1rr1�■r.�■■CwwI''I11 °°e = °° _p11 o °o °I °I °I °I °I °I� °I °I °I °I'l�111I411 11 �A 111111:�t1�1 f11--1°I°I°ILI•I•I" I•�" ::11111: 1 1 1 REAR ELEVATION SCALE: 1/4" = I' -0" LINE OF FOOTINGS 472.521 183.8091 GLAZING SCHEDULE PLAN M1990A2F -1DB ROOM # OF WNDS. WND. WND. H. MANUF. (2) FRAME TYPE WDW. TYPE MODEL NO.(2) AIR GAP GAS (2) LO -E (2) U -VAL (1) (2) AREA S.F. 1 (2) LOWER FLOOR BASEMENT 1 3.50 3.50 MILGARD VINYL SLDR. 5120 1/2" AIR YES 0.39 12.25 4.778 BASEMENT 1 6.00 6.67 MILGARD VINYL S.G.D. 5621 1/2" AIR YES 0.35 40.02 14.007 BASEMENT 3 2.50 5.00 MILGARD VINYL S.H. 5220 1/2" AIR YES 0.39 37.50 14.625 BASEMENT 1 8.00 5.00 MILGARD VINYL SLDR. 5120 1/2" AIR YES 0.39 40.00 15.600 MAIN FLOOR FOYER 1 5.00 3.00 MILGARD VINYL PIC. 5320 1/2" AIR YES 0.35 15.00 5.250 LIVING 1 6.00 5.00 MILGARD VINYL SLDR. 5120 1/2" AIR YES 0.39 30.00 11.700 LIVING 1 4.00 2.00 MILGARD VINYL RADIUS 57201/2" 1/2" AIR YES 0.34 6.28 2.135 DINING 1 6.00 5.00 MILGARD VINYL SLDR. 5120 112" AIR YES 0.39 30.00 11.700 KITCHEN 1 3.50 3.50 MILGARD VINYL SLDR. 5120 1/2 AIR YES 0.39 12.25 4.778 NOOK 2 2.50 5.00 MILGARD VINYL S.H. 5220 1/2" AIR YES 0.39 25.00 9.750 FAMILY 1 8.00 5.00 MILGARD VINYL SLDR. 5120 1/2" AIR YES 0.39 40.00 15.600 DEN 1 5.00 5.00 MILGARD VINYL SLDR. 5120 111' AIR YES 0.39 25.00 9.750 UPPER FLOOR MSTR BEDRM 1 8.00 4.00 MILGARD VINYL SLDR. 5120 1/2" AIR YES 0.39 32.00 12.480. MSTR BATH 2 4.00 4.00 MILGARD VINYL SLDR. 5120 1/2" AIR YES 0.39 32.00 12.480 BATH 2 1 2.00 2.00 MILGARD VINYL CASE 5520 1/2" AIR YES 0.32 4.00 1.280 BEDRM 2 1 6.00 5.00 MILGARD VINYL SLDR. 5120 1/2" AIR YES 0.39 30.00 11.700 BEDRM 2 1 3.00 MILGARD VINYL RADIUS 5720 1/2" AIR YES 0.34 3.54 1.204 BEDRM 3 1 6.00 3.50 MILGARD VINYL SLDR. 5120 1J2" AIR YES 0.39 21.00 8.190 WND. TOTAL: 435.84 167.006 DOORS WITH MORE THAN 50 /5 GLASS INOOK 11 2.501 6.671SIMPSON 'WOOD DDOOR 1 600113/4" 'AIR IVES 1 0.361 16.681 6.0031 DOORS WITH MORE THAN 50% GLASS- TOTAL: 16.68 AVG. U -VALUE (VERTICAL GLASS): SKYLIGHTS AND SKYWALLS 6.003 0.382 STAIRWELL 1 2.00' 4.00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0.54 8.00 4.320 MSTR BATH 2 2.00 2.00 MILGARD VINYL SKYLIGHT 781 3/4" AIR NO 0.54 8.00 4.320 BATH 2 1 2.00 2.00 MILGARD VINYL SKYLIGHT 7813/4" AIR NO 0.54, 4.00 2.160 GLAZING % = TOTAL 1 AVG. U- VALUE= SKYLIGHT TOTAL: 20.00 10.80 AVG. U -VALUE (OVERHEAD GLASS)' 0.540 AREA UA TOTAL 1 TOTAL 2 472.52 S.F. = 0.19 = 18.86% HEATED AREA 2505.00 S.F. UA TOTAL (TOT. 2) = 183.81 UA = 0.389 U -VALUE AREA TOTAL (TOT. 1) 472.52 A (1) U- VALUES ARE OBTAINED FROM DCD APPROVED LIST. (OR NFRC CERTIFIED.) (2) REQUIRED IF USING CHAPTER 4 OR 5 COMPLIANCE OR IF THE INSTALLED GLAZING DOES NOT COMPLY WITH THE OPTION SELECTED IN W.S.E.C. TABLE 6-1 OR 6 -2. 10 4 UPPER 1997 W.S.E.C.TRADE OFF (2x4 GAS HEAT ASSEMBLY BUDGET S F x U. U.A. R. PROPOSAL S.F. x U. U.A. R. ATTIC (8:12 PITCH) 1242.00 x 0.036 44.712 30 1242.00 x 0.034 42228 30 VAULTED (8:12 PITCH) 97.00 x 0.034 3.298 30 97.00 x 0.033 3201 30 BELOW GRADE WALL >2' 4.00 x 0.043 0.172 4.00 x 0.060 0240 SLAB >2' (LF.) WALL >3.5' 2.00 175.00 x x 0.690 0.041 1.380 7.175 2.00 175.00 x x 0.600 0.056 1200 9.800 SLAB >3.5' (L.F.) 50.00 x 0.640 32.000 50.00 x 0.570 28.500 WALL >7' 80.00 x 0.037 2.960 80.00 x 0.050 4.000 SLAB >7' (L.F.) 10.00 x 0.570 5.700 10.00 0 0.420 4.200 SLAB ON GRADE (L.F.) 102.00 x 0.540 55.080 102.00 x 0.700 71.400 GLASS (VERTICAL) GLASS (OVERHEAD) 355.75 20.00 x x 0.650 0.680 231.238 13.600 452.52 20.00 x x 0.382 0.540 173.009 10.800 DOORS ABOVE GRADE WALL 51.15 2889.10 x x 0.400 0 -062 20.460 179.124 19 51.15 2792.34 x x 0.390 0.082 19.949 228.971 13 FLOOR 0/ UNHEATED SPACE 725.50 x 0.041 29.746 19 725.50 x 0.041 29.746 19 TOTALS 5803.500 626.644 5803.500 627.243 DEFAULT WINDOWS 2505 S.F. x 15% 375.75 ABOVE GRADE WALL 3296.00 S.F. ATTIC 1262.00 S.F. VAULTED 97.00 S.F. VERTICAL GLAZING 452.52 S.F. OVERHEAD GLAZING (ATTIC) 20.00 S.F. OVERHEAD GLAZING (VAULT) 0.00 S.F. COMPOSITION SHINGLES OVER 151b FELT OVER I/O,, GDX OR 0.5.B. tiiI.•rr!•rr!•1•Y.•! Ae 0 �� SUBFLOOR Pa MAIN O FINISH PER ELEVATION OVER 7b FELT OVER OVER I/2" GDX OR 053. 12 ..:. vvvlt. Ivv. t11vt .........,, .cwl....I ti.�.�.. t� ON MANUFAGTUERD TRUSSES 65 24" 0.G. VENTED BLOCKING PL ® UPPER 2x4 STUDS 16" 0.G. W/ R -15 INSULATION TYP. U.N.O. 56" HIGH P.T. RAIL W/ 2x2 PICKETS 65 5 5 /8" O.G. CEDAR t'Ei CKING OVA 2.5 P.T. JOISTS 5' HIGH RETAINING NALL 2x6 STUDS 6 0.G. IN/ R -19 INSULATION TYP. U.N.O. UI� INS SECTION 'A' D2coo..22s 2x)2 NAILER )N/ (4) 168 ®16" O.G. CONTINUOUS 66T0HZ OVER 268 FASCIA TYR 2 ;'4;i;;,'I.II..,,.8 2x12 RAFTERS 65 24" 0.G. W/ R -30 INSULATION INSULATION BAFFLE W/ 0 MIN. AIRSPACE TIP. MAIN FLOOR 6.65 BASEMENT T.O. SLAB i ∎91 /1 911: lviy: re/ iGvi, `Avt,tell L iviv ' 02,4 AL, ' ' A.,;‘ 1.11 BEAM PER PLAN C- fea LIVING 4 DINING 2x4 5TUD5 65 16" 0.G. W/ R -13 INSULATION TYP. U.N.O. MAIN FLOOR I£ ® BASEMENT 65 dJ 5/4" T. 4 G. PLYWOOD OVER 2x10 FLOOR JOISTS W/ R -19 INSULATION 2x6 STUDS 0 lb" 0.G. W/ R -14 INSULATION. T.O. SLAB R -10 RIGID INSULATION 24" WIDE (MIN.) BASEMENT PERIMETER FARTIAL I AL SE TON 'C' SCALE: I/4" 2x4 51805 1S" O.G. W/ R -13 INSULATION TYP. U.N.0. 12 MANUFAGTUERD TRUSSES 65 24" O.G. ATTIC T_.lt V O M (IE, aLt iil RTG 1f��� s _nTawt PIER T S J. W R -50 INSULATION TYP. 65 CEILING tii'AV !l.lAVA' VAVA:l:k!l..l.!l1VAriA Fl WAlMNW!!PIMM Y.I:I: AVAVAVA:N►!1 TA:'i 2©S PLUMBING WALL FL 0 UPPER BEDRM 3 YWOOD OR JSTS .410.We * " .4 {JiiAiviviiviiiWiivi!" SUBFLOOR IL0 MAIN DECK BEAM PER PLAN 2 -CAR GARAGE 3/4" T. 4 OVER 2 R -14 I G. PLY 10 FLO SULATI i i i i v i i i i° i v i v i i i v i �i v i i v i i i i y CEDAR DECKING OVER 2x8 P.T. JOISTS 5/8" TYPE 'X' G.W.B. TYP. 65 GARAGE. r.. tivi�JOp' MAIN FLOOR CRAWL SPACE 2x6 PONY WALL 4" GONG. OVER 6 MIL (BLACK) V.B. OVER 4" GRANULAR FILL SLOPE 4" TO O.H. DOORS EVIL IN0 SE TI ®N '5' SCALE: I/4" tecv aQ O E z u 1viIcicfOA2F -I175 z _1 i/-- DRAWN BY: 5IND DATE: 5/28/00 LATERAL BY: ANW DATE: 6/26/00 RENSED BY: DAIS: 0