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HomeMy WebLinkAboutPermit D01-036 - THE JUNCTION - LOT 10D01-036 Junction Lot 10 5595 S 150 St City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard„ Suite 100 Parcel No: 377930 -0100 Address: 5595 S 150 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const. Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TIJKWII.A Wetlands: Contractor OCCUPANT OWNER CONTACT CONTRACTOR License No: TRYONCL013DH Signature • I' Print Name: _,Thp_____7(70 _ DEVELOPMENT PERMIT ,Qg TSSo6 s — � r.1S WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. cla,ekrergA APPIiCANT IS PROCEEDING AT THEIR OWN RISK. Permit Center Authorized Signature: 4. No: Start Time: Cut: Start Time: No: Private: N Permit No: Status: issued: Expires: Occupancy: DWELLING UBC : 1997 Fire Protection: (206) 431 -3670 Tu.(•,v'iia, I Vasi;f/1 ton 281 S.`. .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: Streams: THE JUNCTION - LOT 10 5595 S 150 ST, TUKWILA, WA 98188 TRYON CONCEPTS LLC PO BOX 146, RENTON WA 98057 DON TRYON 14420 SE 84 ST, NEWCASTLE, WA 98059 TRYON CONCEPTS LLC PO BOX 146, RENTON, WA 98057 *************************** * * * * * * * * * * * * * * * * * * * * *** * * * * * * ** ** * **** ** * ** * ** * * * * * * * **** Permit Description: CONSTRUCTION OF A NEW 2,887 SQ FT SINGLE FAMILY RESIDENCE, 531 SQ FT ATTACHED GARAGE AND 120 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: Storm drainage, sanitary side sewer, erosion pr'eve titian and land altering, 3/4" water meter ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 260, 149.20 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N Flood Control Zone: N H a u l i n g : N Land Altering: Y Landscape Irrigation: N Moving Oversized Load: N Sanitary Side Sewer: Y Sewer Main Extension: N Storm Drainage: Y Street Use: N Water M a i n Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 3,52 33 ************************************************'**** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Phone: Phone: 425- 228 -9750 Phone: 425 -255 -6518 Phone: 425- 255 -6518 Size(in): .00 End Time: 50 Fill: End Time: Public: N I hereby certify that I have read nd examined his pp m i t and know the same to be true and correct. All provisions of law and o dinances 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 t h i s development permit. Date:_ 4:41 D01 -036 ISSUED 04/10 /2001 09/22/2001 50 Date: This permit shall become null and void if the work is not commenced within 180 days From the date of issuance, or if the work is suspended or abandoned for a period of 180 clays From the last inspection. , • ' CI' I. . • ! f-:; t : 11)! k/P17.Pil / I fl : "17793() -1) f : 0-1 ,' H)t 1 *k0-1.), dr ir A -fir * A 4: * 4f:A.LAro, ! # # * ) 4 4 4.#4 4,‘Arhfc,k 1 .,k,k, , ,.#•tiri,r , r;: if, urd i t, i : . r;r1;3riclf; w 11 'W.° t:' r)■,. ' rwr: r Hrld t.he 1 1.11 I 1 (1 raj i fleeced 1. rip'', (1r ',IA. ' t I (iViji 111)1 C: id; 1: c■r. C.or 1;4r,t, it 1-Pir )()r- 1 f.,!:!••• , (r.i.t 1 .„rf• orjtof PT . 10(1 , 11 1 31:1 . 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Lt v 101:11.■ fir !ti C()(..k: 1 bi: v.a (1 I I (2(:1,r i;i) 1 i 1 hi: ,,to.,!; rit irr ,"\'„IcIr; tL. W.,k‘ki ion c,)f acid 1 1,(1w.. 1 W() k wi 1 1 lit,- i . 1. 1 he re 1 1 be IR; rCr-rJr.r4ir r,rr rrr i d Wkr !it I ric H:i!r1 lii+; ; ,•, ;:,1 I t■.1 1. Al 1 1111.:(;ili1t■ teit.)( 1 1 1 t the ()I 1 ti kw i ; i . 1 i iil i lj , i or, r , at)1 1. tlw ‘.. ; i 1;1, - :1(6: .‘,1)11 ru( - 1 . 1 he fit.: i uri .10 1;4.: ; ; i able Uri I 1 rii i I:J(1 , Ippt t")Vii 1 1 f• kom Of:It/F.31:R .. 11:Wc11.16t:i Af IL 1:()V1 1,NY t\i‘4,1' 1 Fit\ 32‘.! \" 01 F 1\ Nil j.-; t.1.1 (.4 1;1 41-11\14 12 1 Riij - 1 1 fir . 0 ; c.:1 , '‘‘i 11 1 • 1 f'lf);%F 1,.\,N 2 Signature: COVERED MA1 LR1A1- MIJ`: I. HE Si f)f_:K1'l.LF.r ON S I T f- F3EGI.NN1NG OF 1H1S PF OF.). i.N` PFC1 AND MA1N;AIN `i i, \IJJ.!.1/. \ i 1C)N WF.EKI..Y i.t•lF1F.F)1 f \ - i I-_i.Y FiF.F-ONI., DUrt f.r.it; AND fF1MEi)1AI1.1.Y r UI..i.OW1Nr -z Sir)f f 'S. FROM MAY I THROUGH :}E.Pi F .f4E3E.P ',(?. 1fVS,''1:.(: i AND MA I. N I A iN i F'.MF'OF ARY ON Pfi F.VF.N1 l ON AND - )f:.f )l.i•1F N I Ai ! _Az MOM I-1f..Y . ;\I_I_ DISTURBED ;PL \s OF 1 FIF: ST.ii. 7)11A1.1 F,t. I'I.F?r1 \NLNI I.`� Sit \FJ1L1Yfl) PRIOR 10 FINAL. f;ONS1 i-a "I i. w rftDPF?{)VAI . . 1 4 . CI.F.AN AND FZF NOVF F)F.MU I: S, FROM C "E 1 Y ( A "i CI I F; t' `,1. N IN AHD Ak'UIJFN1 HAULING ROUTES. PROVIDE AF)F.(Ji.i/\1 F. 1 EMI'ORAF1Y ACCESS AS NUT 10 1.i 11 F.f.F F ttf . !:;1H OTHER VI Ill CI.F'. MOVEMENT OR CAUSE:. 'FFII Ir'K S 10 1RAVil C)ir'I t? 00l2f,`-, AIL VE1'HICl..ES MUS F MAKI- COMF'I..i' Ft" i'N I i!I' P1JF31. J`C RIGHT-OF-WAY. . COiV1 RA(;'i 0f' SHAVE NOT OF Y PUBLIC WORK Ii f 1. i .'i I Y 1NSCF .t:1 O'r1 OP. GREG Vi i I L\NUEVA (. (206)4 Of t; O f 1°ii:_F;(-I .t-if J i AN11 COMPLETION OF WORK Al t.F J \S1 ).•I HOURS 1 N t \DVANt:F . 16. - Itif, Land Altering Permit fee I t.'a•,t:d upon =try .1. i trtFSt t;rt r)c) f ;y of f, :iat zar%(l 50 r:v of r i l l . I f the F i h;1 i exceeds this amount, the rft.V' :toper <..Fi.)1 ! he r eou ir Lc calculate the final r{ua rr!. 1 t_y brat p iy i.ht: <1 f 1 t:r" f:ri�:(: I rmi t_ fee prior to the I i fltt I 1 nv,pc:e I. i or, 1. hereby certify th"liit 1 11 ;svf: retid the!-4e -Arid t•) i l l r.;O Uj) i with t.1t(.itli as outlined. A l l 1)i C)L' t �, i'Jrl t?F law orlfl rrr rt i nnrir:t:', gov .r n i rit# thito work will be complied with, whether • >pt.c ii ietl i'-r ;Ii or wit. F hf' granting of tl'i i ' i permit ( 1 ( ? w , not p''r!st.lm +: to g i v e JUt.F Jr i t\.` to vio1 or eirice1 the prr)vi% of any ot,iierr work: r)r Ioc. )1 17r °:rs regulating construction or the per forinarirr: .;1' wort . Pr "i r, t F"J 1n ( : GJ Te..7" ?. ,: I.t :: _ - ct c, Project Name/Tenant: T1 3 c T to f3 t---3 -t- t v Value of Constru on: ( 1 000 Site Address: �._. s59 S, l 5o SA it)( (c. Ci State/Zip: t:, Tax Parcel Number. �377 93U .... Or0 Property Ow . c e Jc6p7t : L. c .S3/ sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. it. Uncovered Deck Phone: 423 -- 22Y Floor Area Ratio: (total floor area of all structures divided by the area of the lot) •4 Street Addr s: 0 k t 6 (,dc.) City State/Zip: 0 Fax #: zs - 72 32 - Contractor1q AJ COAK-•g7-5 L 4c_ Phone,l2S — 2 z 97 so Street Addre • tom? t City State/Zip: l<� (A - 6 - n c Q S Fax #:,� -- �T es Z $ ~ 723 �y Architect: �' '49/'i o� 9&fLdl C? J Phone: QZ — 6 Q (— 5 .3 o Street Address: / 3 "' . _ = 5 * 6s1 Z3rvo c Ci • ,w) t State/Zip: Fax #: Z5 - 64 53/ P Engineer. r(/�/ i 'C r ,4 kW( / 7 , Phone: Street Address: City State/Zip: Fax #: Contact Persona A.) -7-revoiti Phone: 1 J — Z55 ( Street Address: City State/Zip: f 4q Zo SC A4 s-i- NP�-r0 l e t,�o 9 s9 F ax #: iZ- ZS 5 — 9 2 _ Description of work to be done: ,563 e�J 0 6 Type of work: ►-' New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ RemodeVAddition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: GI Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage/Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: sq. ft. Dwelling Z sq. ft. Covered Deck(s) .S3/ sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. it. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) •4 For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CiTY OF T" (WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIViL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) El Channeiization/Striping (71 Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): CI Flood Control Zone ❑ Hauling CI Land Altering: a Cut ,c5O cubic yds. 0 Fill cubic yds. R ❑ M oving an Oversized Load: Start Time: End Time: tt Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public -Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ® Miscellaneous Ro e.. ( � o r 1 Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date ap .licatio SFPERMIT.DOC 2/13/97 Date appli _one ires: - . FOR STAFF USE ONLY Project Number: �y Permit Number: Do t �aao Ap.licat taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: `7-2C r , 6,1--- Date: Print name: O AJ � j V Phon�LS Z s565- 2. ? 6 Z/ Address: 442 56 Cit /Zip: e 5f ALL SINGLE- FAMILY RESIDENT! • ERMIT APPLICATIONS MUST BE " T WITH THE FOLLOWING: DRAWINGS PREPARED BY A . tEGISTERED 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 SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which Include: ❑ Cl Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Propo 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). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas/Electric/Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications If not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building. Owner /Authorized Agent If the applicant is 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. SFPERMIT.DOC 2/13/97 cl 00 8 2 uj 0 I 1-i- U. 4( CO 3 1 . 1 - 8 3 V LU 2m 0 W (2 3. T Y or T L11`143 L „ W A 7 1 4 * * * A * * .4 * 4 A A A 4 A A .1. 1 A i 4 A t , , t t ,., .1/4 * .4 A * A A A ki AV ...: 4 , A A A A A k A A LIJuj TPAtISMIT Nvrber7. VOI.W.F.1c., Amovrit: . ........ - ' 1 ::.r., 0 PAvmeht Method: CHECK 4 1 I:Ai:In:Pr') r.. .. u.ro Permit No: DG1-01t 1 C. 1 :':E'4c0P0C;.“ PET.tolT 111 0 U— P t•;, r c el t4ti : 37 7 " . : - I :; C. - (,) 1. 0 (.■ P i t e A d il r i I , r , 'f! 9' '3 1 0 '3.1. 0 Z Im)ril Thit, P.i.vmerit ALL Pritt.: ****A*************k**i•*Ati Accoitnt CQUe 000. 000/34'3.630 000, 000'366.904 00()/242.400 412'343.400 402/:142.400 401i366.102 '0J. 30t20 401/142,400 40J/:;4:3.40S 000/323.100 ■)00/ IMMIATIMIUMM.P1.4 1.).4 PUILING - EES' PLAIN CHEC1: - ur(Llry PL .4r.! OATEP hElEE 3T AN. 3It1.01:03 - .31J1: FEE - OT1L.11\i' tIP FEE - ..3r1RM GRAid 30SP FEE - rL qiITER CoNaEi:THN WATEC NOTEH IW.7iPECFIDO FEE OATLP 10F1'4-0i*1 FEE L14(4I) ilLFERT.W.3 PEVAIT LAOD ALIEKIE PLPO CHLCA • -7. , 10 -1" ..• i * *! *A A * * A * * ** *AAA * F A, * t:,j * * A * # # t F A r t # * , r h ♦ ; t + t * s A A ! r . 1:11Y OF fur;W11_A. w fin i ,: 0 , 0i * ** ** �k * *'* * **** A A* A* A F k* A * F * f A# f. A A t A A A A+ A A A t fi r } f A A A• f.t. f A A I fRAWiit t Nuueher : Rii 100 Am u: t:: - ...' L .. i`3 .: ' :- PHvient Method: (HECK Ot,t_ r't i ora : COI } r , .f. Fermlt. No: [101 -(::2 11.De: H. +-'EERat E-C.0E (stair'} i'[I►:}? Parcel tea: 37, Z ) -01uc> S tte Address: Wil`.i E;1 ;.)t.;1 i tr This F'i 1._ : l .:t £3 l cat,. 1 ALL irl . * * * * k * * * * * A * * * * # * A # * f !: A * # * * * A * A F A k x a f h A 1 * A n * * F * F -. t t f ! 1 7' * r r r. t r F t LI Account Code 000/:145.ilJO PLAN (HECK - Pr•j t: r + )c Ty. o I s ' ion: Address: 6'. • . :+ Special instructions: Date w ted: I 1 - I l C° f C a.m. p.m. Requester: I (" \ Phone: ;, ,- .. 1._ rj ( ^''t' INSPECTION NO. Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ?,(t: iY PERMIT NO. r (206)431- 3(206)431 -3 6 70 Corrections required prior to approval. Date: \ \ `.. 0 \ U $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: P o t/ �� �1 /0 ject: t Type of Ins tton: f tty" Ad • •ss: , Date called: �) r Special in tructions: Date wanted: i - fn. ++ 1 Requesters J � I )1)i t "t•(1 Phone: r � L2 L) / . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: r INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: \ -� 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: ciite COMMENTS: Type Qf Inspection: to I-')1( Address: 55 < , 1Zo o I CAA l 4 Special instructions: Date wanted: / � J 1 nr p.m R eq ter: ` n )3 0 I r yvvt_ Ph( 06) ?ss- ?9 - 1o' 4/2 ( ivv (012 -10 1 -AA i^ 4 .-v.. --- XLAA-4 1(0 \ 1611-2/10( 1LA t V' Project: j I I lit h sy? Type Qf Inspection: to I-')1( Address: 55 < , /SOIL V Date called: ) J ) i � j / � r / Special instructions: Date wanted: / � J 1 nr p.m R eq ter: ` n )3 0 I r yvvt_ Ph( 06) ?ss- ?9 - OAS tk 555 co() win �W INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ,) EJ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 1)oi - 024 PERMIT NO. (206)431 -3670 0 Corrections required prior to approval. 6 I Date: L 12 6 ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Receipt No: I Date: Project: r j c r , c - c n -- t- t- t C' Type of inspection: t. v A . l."44. Address: _ I t 5 `5 15C' `+- Date coiled: — 7/ - 3-c71 1 t 1 Special instructions: Le, 4 11,11 / l; f'1 (3 "e (N) Date wpritedc — 113 1 1 C a.m. p.m. s ��ucs ter: Phone: INSPECTION RECO() Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: ns ctor: 6' a 47.00 REINSPE ITION FEE,,REQUIRE t 6300 Southcent r Blvd., Suite 100. Receipt No: Date: Corrections required prior to approval. D_ ate: - =a t PERMIT NO (206)431 -3670 Prior to inspection, fee must be paid II to schedule reinspection. COMMENTS: Type of Inspection: Address: S-N ,)ti Date called: 2J " I Special instructions: L . r iD Date wanted: • a.m. p.m. Reque ter: . . 7 / '' t'i•-kte ("040 2/a/ Phone: ... . • cot d' r A ,4. I j ,A,..... (.0 ( i / (-- t'- \ i r.k.4.4 , ‘ /I A 4.4‘ D I' C -1 i —' (7 'O liti 1-1 ()A Project: „ J Type of Inspection: Address: S-N ,)ti Date called: 2J " I Special instructions: L . r iD Date wanted: I ! a.m. p.m. Reque ter: . . i' Phone: ... . / I' 'I/ 0 INSPECTION NO. C:1 Approved per applicable codes. INSPECTION RECORI( Retain a copy with perm tr CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Corrections required pri PERMIT NO. r 0 approVarC Inspector: Date: 7 / 1 $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: P • ect . . - - 4- k, A- ) c. Type of Inspection: 0 - . t. ‘i I . ( . ltiss: •,; ' ri r '.) , . 1 ' 1 ...f-',4 Date Iled: i ,•.,,, ., , , 7 .Z_/c- I Special instructions: Date w nted: j — 7 TO L . i p.m. Requester: Phone: -,/ C.: l: x5 Fri PR INSPECTION NO. Retain a copy with permit INSPECTION RECO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bk;41100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 ' Approved per applicable codes. COMMENTS: Inspector Receipt No: • Corrections required prior to approval. Date: ■ n $47.00 REINSPECTION EE EQU1RED. Prior to inspection, fee must be paid at 6300 Southcenter BIvd 100. Call to schedule reinspection. Date: Project: L ( .-J ..0 (--, (`h t j l - E C I` (Q Type of Inspection: F�, L r . /{ t G i? U y-� (�'4 4 f t r. { Address: _ t... c 5 J i .00 ,S + Date c. led: . Special instructions: ri-- r L ( , i b.. c IL.. C'' f tit,.: Se._ D.at9 t l ant • 1 r ( ' a.m; p.m. Requester: r`" . e - ) Phone: ( t;11 INSPECTION NO. Approved per applicable codes. COMMENTS: I 0 INSPECTION RECOR Retain a copy with perms CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Receipt No: I Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: / Date: --2 , Y -. i. L _._,..., El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Lai- IC T r r(i q e of Inspection: e ,, / S-0 -S Date !led: — 1 / / 0 t Date ant I y a.m. Special instructions: R+e ester: n Phone: 31 L./ 4 *' ._. 2 ..._. 3 .___ __ lk)1 \\ 1sI^ OP( t' 10,4..,.p t �� Pr ject: un(4 /vv� — Lai- IC T r r(i q e of Inspection: Address: `� `�/ - / S-0 -S Date !led: — 1 / / 0 t Date ant I y a.m. Special instructions: R+e ester: n Phone: 31 L./ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. ID Corrections required prior to approval. - JO Date: — 1-1 (cl_ 0 J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECOR Retain a copy with perm 1)CH PERMIT NO. ( - 36 COMMENTS: v ¢ / Type of Inspection: /' u 4 i - C4 -co Address: Special instructions: 4i4 .S0-47 CY_ 3 * 1 - � 1-' '1t ""7 r'�•1 Date wanted.. . Requeister: / ` 1/ -'1 ! f spy , Ph ep 7 _ '0(1;\35 - , Ctf1 „ ; L F r . ' - � -4:-) .{ vtiti V t a `1 �^ c ` Project: . .r v ¢ / Type of Inspection: /' u 4 i - C4 -co Address: Special instructions: 1 3 * 1 - � 1-' Date called: i Date wanted.. . Requeister: / ` 1/ -'1 ! f spy , Ph ep 7 _ '0(1;\35 INSPECTION NO. INSPECTION RECO Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. 3K1 Corrections required prior to approval. Y n $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: ♦/'co I , ,,r r . �► %!„ .• r ... . 3 7 1 � Special instructions: ... 1..rs" a �:�I -��r' /��I ✓ �r: anted 1 Ilio .t,,,, .0 4. A ,I c CI 7 / ?! '/ 't 'C 4,,r/e,t, i? I- Proj t: Type of Inspection: . 3 7 1 Special instructions: anted a.m. p.m. Phone: l .. ? _ c CI 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Receipt No: t SPEGtION IlECOR Retain a copy with perm PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date./ $47.00 REINSPECT, FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: ! 4 - -r'. .+.,� ! ' ra Le <-• R.1 v7 oi--1, Ci Type of lnspectio ♦ j / ■ • . ,/ .s i S G rZ" 02.4 / 11301- " titi<r„ l: 7I c /41 ,e/r.1 t• I.:, A4.1P al- i c--, e4:0 f / tc\ 4 to a INNIN Ad . -6/ M (AJ /w' 12) r 4 e _ f --, f v4''H r.4 c `' ' Lc /�0 , 6�,-t. i t—i3O4 t� :4 .; —L. 7 et ,,,r Ci r A( , -4,1-, Proj • • .. - Type of lnspectio Addr•'. i S Date called: Special instructions: Date wanted: a.m. Requester: Phone: L w� EJ Approved per applicable codes. INSPECTION RECO Retain a copy with perm: ap)34 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 $47.00 REINSPECTI I FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. Receipt No: Date: COMMENTS :6 t/�rC f'.e^rr +� 4„..„..„0.s „i�+'.v't ion: Ad. r : J rj Date called: Special instructions: i /i I _r• a.m. p.m. Requester: Phone: r . �►. .... .+ /e,i(e____ (X J { �/ J �� r7' 1,1 C% }`�' I 1 "'” S n , , al r'1 A Pr.';.t: ` Type of lnspe • ��� r ion: Ad. r : J rj Date called: Special instructions: Date wantest, a.m. p.m. Requester: Phone: • INSPEgigi RE OR Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Ool-o3�. PERMIT NO. (206)431 -3670 Ej Approved per applicable codes. Corrections required prior to approval. Inspector: Date: / $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: •} Projec � e T/ r1( 1/( Type of Inspection: !'rj f f , ' ( r'� ie' Address: 55 7 5 5 /56 Date called: (04L,1„ ___/....,. Date wanted: a 7 , - /:firs ? p.m. Special instructions: Requester: L_..1, I ' 1 I (7r / ` , Phoe: .s ti. i. 3 .,., ..; - % i j INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: Date: 6 tie ( $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECOR Retain a copy with perm; PERMIT NO. (206)431 -3670 Corrections required prior to approval. c w t1. WO u. to d Z O 0 OL O w w u-O .. Z O z `C OMMENTS: Type of Inspection: rOdCler y d ra I na e. Address: . S 1r CA St Date called: -7 Special instructions: Date wanted: , > f . wr. '. .4 — .r /0 . ! .... L r / . A - 4 t- :R..4, 1 r'_k C4' , • ... / I ..,c- 4 t kc (4, 4-7 4 4 t t - 6 . L - -/ ? Project: The �uraef ion Type of Inspection: rOdCler y d ra I na e. Address: . S 1r CA St Date called: -7 Special instructions: Date wanted: , > f . m r Requester: DOn Ter* Phone: 206 -355 -` c / 7y INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Approved per applicable codes. n Corrections required prior to approval. - 7/0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECOR Retain a copy with perm; Date: Dol -o 3 6 (206)431 -3670 UI PERRIIT NO. Receipt No: Date: Pr.ject: -1 '1� / _ 1 t 1 � T pe of Inspec.' Pli r 611 c(-- ..9cr Addre (t 1) 51 t Date c led: C I Dee r agte 1: ( C) / m p.m. Special instructions: R eq �)OY ' 1 Ph n t" ! 5` 2' 9 7 q INSPECTION NO. INSPECTION RECOR t _ 1\21 d Retain a copy with per 1 !' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Inspector: (206)431 -36 Approved per applicable codes. U Corrections required prior to approval. Lx‘e-tu 04 (r)\.)eV Date:, C7 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: COMMENTS: Type of Inspection: Address r , ,559.E _) /.. O Date called: 5 I . � 5' o � � 1, • , < , 1 G `' L a3 riit _ k e, of t il -L-'t V l• L(..a t. La- 4- ..a c i ce6 '-I / << ' ,k.L v (c S t _ .. ' . Gt.14* 7147 / c 0..111\.. Vi C l d/ -117(-. (7` 7- t/ f" /vfl)L t10., t i C kX (+ 44 , I`f, , --- 1 4 - . Project_„,.. Type of Inspection: Address r , ,559.E _) /.. O Date called: 5 I . � Special instructions: Date wanted: (a.m: ) Requester. LYf It 'tr I � Phone: _ 31:5-- SS3 INSPECTION NO. El Approved per applicable codes. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 O1--(,) (,, PERMIT NO. (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Lot P Type of Inspection: 5 - p Addret. , ,... M . A /57:) 11/1 Date called: • / Date wanted: . /0 W 24 / a. M . p.m. i, d erl kole.44 ra N ,b p 1V. c (044-4-0 , _CD 1 A-AtA S. i'l / ck-1,..›-v / 7 ) S,1/4) . ( , ...... Adi, _ D , 5,...7 Project: • I octu.5--K . Lot P Type of Inspection: 5 - p Addret. , ,... M . A /57:) 11/1 Date called: • Special instructions: Date wanted: . /0 W 24 / a. M . p.m. Reque •r: AI / ()AI Phone: 24 5c3 7 50 INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: ! ' Date: 1. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: INSPECTION RECOR Retain a copy with permit Approved per applicable codes. Corrections required prior to approval. Date: PERMIT NO. (206)431-3670 = : •••• ,• 00 z rxtu tt Q CO (.0 11/ U) " - U-' uJ ZI- 2, 113 Ui tu g z 0 Project: ._1Urr(+W -- L0# )O a of Inspection: v _ in n '0 Y4 t tel S Address: Date called: a S' a S5q - -- S 1St Si Special instructions: Date wanted: a.m. R nester: Phone: vt'p -- ?S S INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECOR Retain a copy with permit Inspector: Date: Ell $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 -36 Corrections required prior to approval. Project: JlUr c_ +"1C#'1— i Type of Inspection: [ (; / f! l Ii .. r* Address: t1 ) Si Das /o I n d i Special instructions: Oat ante : 7 r;Vi a.m. ate R ster: QYl Phone: 2a W ( COMMENTS: Oz Approved per applicable codes. INSPECTION RECO Retain a copy with perm INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southrenter Blvd, #100, Tukwila, WA 98188 1Dc, - 1: 3 71 PERMIT NO Corrections required prior to approval. )cAt ss I 004 crr 10 Inspector: 7 Date: 1 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: U S 0 ID c u. W O r t 0 p Project,;, of (r- , � Type of Inspection: z-' lT 1 , ! ---/ A r �'° 5. I�X -�L Date called: Spe ins ructions: Date wanted: 1 ✓ a.m. J t p.m. Requester: / /e-y ()A 1 Phone: INSPECTION NO. El Approved per applicable codes. COMMENTS: INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 76u 4 bin, _036 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: V Date: Y .. ) 197(1/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project[_. 7 t, 1(.41 lr \ Type of Ins ection: Fop iM7 J / Address 59- ISO r% Date called: Special instructions: Date wanted T 051 a.rtl,' p.m. Requester: t -- 1 %r. ( Y1 Phone: �6 G ��.S�S 7 p-s INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 _Approved per applicable codes. El Corrections required prior to approval. COMMENTS: \- \00 (• rc +ter Inspector: INSPECTION RECOR fl j 676 Retain a copy with permit Date: PERMIT NO. (206)431 -367b` n $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: 1 King County Department of Al estmona xillecoolvidoligoldkoswg 300 Foams Meow, Room 709 guide, WA 92104.33 =4 (206)296.5141 FAX (206)296-0106 Plat - The Junction Recording No 19990726001980 Account Woos - 377930 0010 0020 0030 OOLO 0050 0060 0070 0080 c.40k olio 012o 0130 01110 0150 0160 0170 0180 0190 0200 0210 Elaine Aawkin s Abstract Technician August 6, 1999 (206) 296 5110 (Phone) (206) 296 0106 Scott Noble Assessor EXISTING TOPOGRAPH 1 NEW 4' HIG ROCKERY STORM DR, STUB OUT } I E= 166.50' APPRX. 50' OF EXCAV TO STOCK IN REAR 0 i • xi . 1 . 320' i . .. -.. TEMPORARY HAUL ROAD EASEMENT RECORDED UNDER RECORDING NO. 8808311582 AND AMENDED BY INSTRUMENT RECORDED UNDER RECORDING NO.9006211050. THIS AGREEMENT EXPIRED ON OCTOBER 9, 1990. NOTES: I i I. DRIVEWAY PAVED FRCt'1 TRAC G' TO GARAGE 2.15D. PPE CT 4' NON PERF RA: riS ' N -12 TCSTA3t;E Ed A =5 P!ppE 15 6' 5DR 35 ON A I�_3 e SLOPE 4! W=.TER 5U° Y FR^" j S F�ST TOE ETA TU ' � E 15 3;4 TER E� FILE COP 6. WAT SUP °LY • CC '''EC , . ,,^�� -D TO .Jig -. -TIER BT ET TA? 6. 51T E WILL 'S =PER^'ANENTLY STA :LE BY USUtiz SEED I U:,C'a BT'IOINER : BT CO"1DLE T IGN, I DA • � •c' :'.. D 11 TE , PORARY ERO5ION'CONTR0' .�Dlvl5lUti . 170.5' crr , v S • r' FREE DRAINIIjO ;� - BACKFILL —'\ l 1765' -' -_ - •-.... - 501 ALLOWABLE : 174.5' � C� f � ROCKERY DET �, J. 20`•STOIt•M DRAIN- EASEMI ?NT.. / _ — 'TO -THE CITY -- — J. RECORDED UNDER RECORDING V 1 NO.083115 �• \ \,) tit_ 't, \ CLEARING LIMITS TO BE PROPERTY LINE-- - WATER LINE TO HOUSE- - -- - -- �-.1... FOR ADDITIONAL INFORMATION SEE CIVIL ENGINEERING DRAWINGS. RECORDING #19990726001980 FOR SURFACE WATER /STORM WATER CONTROL SYSTEM, REFER TO KING COUNTY SURFACE DESIGN MANUAL v• G• ? 1805' I v IN MAX. ARTS 10 !LED LOT I r } E M E NS' DRIVEWAY SECTION /— _— 2S SLOPE / ji. iµ. �� 4' EXP. AGO. CONC DRIVEWAY 2• S /1• CRUSHED ROCK SITE PLAN FOR LO lamas terri r 1 I or • 1► 1 PLAN 02370 MAIN FL. I : i 190' LOWER ( 181' I , I SANITA Y 1 K STUB'0 T '1E4654 A ! „,,,, 1 I♦ • "C ,, , i 4 I 11 Mal UMW INN Q ri 2 j : , ` D , .—: j GARAGE c' 1895' _; � -- _ PARALLEL TO P.L. 4' SIDE WE Y MI, 2 �'/ -•r5. W VE•I )i F Sr NT 3,CA FOR LA FLOOR • kik NEW 4' HIGH M/CX ROCKERY FII.TER FABRIC WASHED 7 /8' DIA. GI�1VEL RIGID PERE. Dt AIN PIPE • TIGHTLINE DRAINAGE 5- INTO STORM . N ti ;YS1 EM. W 0 O z , bot --o3� WATER SUPPLY STUB OUT 3/4' METER 1E4169.00' TYi 1 COPPER 10' tlTILI LANDSCAV' •'i i EA Q 4.) -4 • , 21.5' wct 1111 the Pibbli2 t11 T3cc! with qurrent ors and F.A.R. CALCULATIONS LOT AREA : 7172 sf 3, plans have l,vGii FAR. AT LOWER : I co MAIN 3: i2m- srstandards. Acc , pt ce is �I� , jcci to c UPPER -= '1If1'Jions which do not I lthorize violations GARAGE: = 531 �r q'ffd standards o, ordi ances. The responsibility TOTAL : sdf PI ilk• 8cy of tFii `design rests totally with the 11/...111W �* dditions deletions a • Signs to these awing after this datqtifl • 0 • cept ce • • �ti'ill r n))j�• 1' 4'es b, ut 2I;4,i1 s dra %'inns s =TBAC4 r subseque a prAvg.� T — FRONT • 10. '' /.._✓ .�,i� 03 -08 -01 GSS REAR Anal acceptance is subject to field inspection' by SIDE • — arc - Pubs c Wo ! 1 slc_= Pitrspector. __. le c 5, P. S. ] 4 3: I S E ItStti — e-- ) ) Eici:evuc. I1A 90007 1 jj File: DOl -O'3lo 35mm Drawing# I;I w �o Do §V2 Aja. u. O �z U= OF- 2 STORM DR STUB OUT 1E:066.50', IN I ' EIA ENS' 0 0 IS ILER OT O � (0 ! I I qJ A k I 0 vv-4r--*/- \ N87 I I, • I ■ , 0 („a i \ • I S i \ � mkt) I ' I W I h. T •,PORARY EfiOStON'CONTRDL TO'BE STRAW ON THE DOUNH'LL 51tE OF THE LOT. , R r `ER TOPERMI \ CONITIONS I ! I SANIT STUB' ' IE =165. T SEWS PLAN #2370 MAIN FL el 190' LOWER FL P 181' ism � o 1 PARALLEL TO P.L D - oR � =1 -- 7 _ - 5'•0 SIDE MI 2S D 0•. • M W Y�._ I_ + Y 45'2 _s DS GARAGE VI 1893' , . ( • ( -?- ACK FOR !R FLOOR WALICW 0 WI 21'.0' — 1 8 I � 9 C s b N b E I I iXISTING TOPOGRAPH r r / I i I I I I I I Nt' W 4' HId ROCKERY APPIX. 5 OF EXCA TO STOCK IN R O IN EXISTING TEST TEE STORM DRAIN a/ J bt f �, �P�SITIVE SLOPE • i � c I I r i i DRIVEWAY SECTION Noll PLAN ': PLAN '2310 4' EXP. AGO. CONC. DRIVEWAY 2X SLOPE 2. 311 CRUSHED ROCK SITE PLAN FOR LOT 10 SCALE : OtLNER : TRYON CONCEPTS ADDRESS • 14420 SE 84th 5T. NEWCASTLE PHONE : (425) 255 -6518 TAX ' • - LEGAL DESCRIPTION • TEMPORARY HAUL ROAD EASEMENT RECORDED UNDER RECORDING NO. 8808311582 AND AMENDED BY INSTRUMENT RECORDED UNDER RECORDING NO.9006211050. THIS AGREEMENT EXPIRED ON OCTOBER 9, 1990. NOTES I / / / I. ERNE AY PACED FROM f RAC G' TO GARAGE 2.15.D. PPE OF , i' NON] N-12 t57ABLE 3. PIE IS 6' 5DR,35 ON A� •8% SLOPE ' 1 PERF RATED ADS f , 170.5' 41 WATER SUPLY FROt1 I METHIR TO THE HOUSE / ' 15 3/4'. WATER METER 15 FQSTITE ; '1 j i f 6. WATcR SUPPLY G EI ECTED TO WATER MIER BY WET ,TAP 1 6. SIT WILL P!`R"1ANENTLY STALE BY USING SEED 4 MULCH B A OW+1G% : COMP ETI j D \ SUBDIVISION : BERGSTROM (NE JUNCTION) STREET ADDRESS • - LOT AREA : 1.11? scgrt CORRECTION LT R #� FREE DRAINI 0 BACKFILL FAR. AT LOWER = MAIN U UPPER = GARAGE = TOTAL ) 174.5' a`' / 1 8'•0' 176.5' 4 RiG1 E F. DRAIN PIPE • TIOHT1,I DRAM AG ROCKERY DETAIL I CLEARING LIMITS TO BE PROPERTY LINE ' ■ WATER LINE TO HOUSE F.A.R. CALCULATIONS LOT AREA = 7,172 sf 50% ALLOWABLE = 3,586 if , 20`3TORM DRAIN - EASEMENT! z_ — ''TO - THE CITY 0E-'UK- -WIIAA — (, ' RECORDED UNDER RECORDING, — rt rt [ ?) \ ( \ Q) \ \ - \ . 528 if 1209 if 1150 sf 531 sf .1Osf SIDE : will req C I - c; I FOR ADDITIONAL INFORMATION SEE CIVIL ENGINEERING DRAWINGS RECORDING #19990726001980 FOR SURFACE WATER /STORM WATER CONTROL SYSTEM, REFER TO KING COUNTY SURFACE DESIGN MANUAL NEW 4' HIGH MAX' ROCKERY FILTER FABRIC WASHED 7/8' DIA. I GRAVEL SCALE: /1'r! 1805 0 r 1 lr INT I STORI' >YS EM. WATER SUPPLY STUB OUT 3/4" METER 1E4169.00' TYi'E K CO PI E 10' 1ITILITY LANDSCAPI O EASEMENT 21.5' avo viewed by the Public ent for conformance with current City standards. Accgg•ge Abject to errors and omissions whick,49 Fogr authMigli4Metions of adopted standards ormtil$Ian 2 pcnaibility ,, SETBAG , K,� .the ..►te e -rt M.n.Tr�__ i aa .. with _ FRONT : Addition.., deletions or tevhioms to these REAR : 1 ra�'1n SIDE : ! after date void this acceptance ;� �,, for subsequenif�� •� :: C LS, ` �5: . 14311 S.E. 16th ST. Final acceptance Bellevue, ja , ,, #i in: t pxdot by 00 the Public Works utilities inspector, , _ Kappler Architects P.S. Job No. 00228.21 VENOM V7 IS eKauOCS S STORY Date 1/15/2000 aiarung Tian No. 00184.10 JK Lateral Analysis for: SITE CRITERIA CONSTRUCTION CRITERIA TRYON CONSTRUCTION PLAN 2370 - LOT10 BURGSTROM PLAT CITY OF TUKWILLA, WA LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See drawing sheets SD-1 and SD-2 for all details, schedules and S -1,S -2 etc.. Fom shear wall locations. Calulations are for pneumatically driven nails @ .113 shank dia. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA (for rho factor) UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION 0022821 1997 -15 Lateral analysis worksheetl.xls 1203':` SF SF SF OTHER SF, LONG / SHORT WALL 770 < :' ', SF SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS (1/2 Upper Floor +112 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof + 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 Long Wall a.3e 14T3 8k FT FT FT NOT VALID UNLESS "WET STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 0) 0 PSF Default 75 % Reduction Short Wall /12 SF Short Wall 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 1/23/2001 PAGE 1 WALL HEIGHT Ce Cq qs 1w 122 0.00 0-15' Pa 0.62 1.3 16.40 1 13.22 PSF 20' P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 PSF 30' Pa 0.76 1.3 16.40 1 16.20 PSF 16.20 211 15.35 142 13.22 122 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability/Redundancy Factor. P = 2 - ( 20 / ( r max ((sq. root of As))) VALUE USED where: As Ground floor area of structure Ae r max = Max element - story shear ratio square root r max = r i / story shear r i = element story shear x Iw (10 / 1w) element shear Iw (l lOTH) 4.25 ;. ';. J P= WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce Cq qs lw = VALUE USED Ce Cq = qs = Iw 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P ■ (Ce) (Cq) (qs) (1w) 0022821 1997 -15 Lateral analysis worksheetl.xls r i= r i sto shear r m = 4 1 16F therefore use Exposure factor Method Factor Wind Stagnation Pressure Importance Factor DESIGN CRITERIA FOR WIND ANALYSIS KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 P= WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 13.0 (P) Upper Floor (Main walls) 9.3 (P) Main Floor (Lower walls) 9.3 #N/A 0.0 Min = 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH PSF 2740) 1473 38 0.21 PLF SF #FT #FT #FT #FT 1/23/2001 PAGE 2 (P) Roof (Upper walls) 12 1216 SF 14592 ADDITIONAL LOAD 0 1216 SF 0 S / S EX. WALLS 10 80 8 6400 F / B EX. WALLS 10 80 8 6400 INTER. WALLS 8 80 8 5120 Roof U. • , r walls 32512 26.5 861568 861568 0.5049 6645 Upper Floor (Main walls) 37280 17.5 652400 1513968 0.3824 5032 Main Floor (Lower walls) 24040 8 192320 1706288 0.1127 1483 (P) Upper Floor (Main walls) 15 1218 SF 18240 S / S EX. WALLS ` 10 80 8.5 6800 F / B EX. WALLS 10 80 8.5 6800 INTER. WALLS 8 80 8.5 5440 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 37280 (P) Main Floor (Lower walls) 15 816 SF 6120 S / S EX. WALLS 10 80 8 6400 F / B EX. WALLS 10 80 8 6400 INTER. WALLS 8 80 8 5120 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 24040 #N/A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #WA 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 1614, 16N BASE SHEAR: Vb = ( 3.0 x Ca / R )W where: DEAD LOADS STORY SHEAR Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W 0022821 1997 -15 Lateral analysis worksheetl.xls 0.3 Default 5,5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WAL WEIGHT' TOTAL WEIGHT W= BASE SHEAR: Vb= 0.1964 93832 18425 NARKING STRESS N000 DESIGN 1.4 J 13161 1# Wihi / sum Wi hi (Plate Ht.) W x hi sum Hi x hi Wihi TOTAL FLOOR FORCE: Vi= KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 32512 # I 938321 2375536 load reduced by half due to plan configuration of front wall being concrete Not included in total Vi 13161 # 1/23/2001 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h)/total (W)(h) SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower wafts) 4WA NIMEMINMINIVINAM aMESJAEIS6111 r• 140 115 0 74 0 CHECK TOP CHORD MA TuCu 2 -2X4 10.5 92701 2 -2X6 16.5 58991 16d 108 1.33 FT 8 FT 0 FT OFT 0022821 1997 -15 Lateral analysis worksheet) .xls SEISMIC FORCE 38934307 973358 ALOW. Ft= 144 *NAIL 3202 OFT KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 989876.8373 SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 1 .33J 732 8 /BOLT MIN BOLT SPACING 2.1 FT O.C. 5/8" DIA. AB 790 1.331 1051 l /BOLT MIN BOLT SPACING 3.0 FT O.C. 13161 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) ON /A WIND & SEISMIC UNIFORM LOADING COMPARISON WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) IN /A 525 1.33 6776 NAILS Not included in total 140 115 74 0 211 142 122 0 6981 0 FT 0 FT 0 FT I FT O FT I FT 8 FT ft FT $Dear ails UPPER FLOOR WALLS WIND GOVERNS MAIN FLOOR WALLS WIND GOVERNS LOWER FLOOR WALLS WIND GOVERNS a a 211 363 476 4 FT 0 Fr I FT J OK 1/23/2001 PAGE 4 i V W h W h F Roof (Upper walls) 13161 32512 13.00033333 422666.8373 5620 Upper Floor (Main walls) 13161 37280 9.25 344840 4585 Main Floor (Lower walls) 13161 24040 9.25 222370 2957 NN/A 131810 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h)/total (W)(h) SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower wafts) 4WA NIMEMINMINIVINAM aMESJAEIS6111 r• 140 115 0 74 0 CHECK TOP CHORD MA TuCu 2 -2X4 10.5 92701 2 -2X6 16.5 58991 16d 108 1.33 FT 8 FT 0 FT OFT 0022821 1997 -15 Lateral analysis worksheet) .xls SEISMIC FORCE 38934307 973358 ALOW. Ft= 144 *NAIL 3202 OFT KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 989876.8373 SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 1 .33J 732 8 /BOLT MIN BOLT SPACING 2.1 FT O.C. 5/8" DIA. AB 790 1.331 1051 l /BOLT MIN BOLT SPACING 3.0 FT O.C. 13161 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) ON /A WIND & SEISMIC UNIFORM LOADING COMPARISON WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) IN /A 525 1.33 6776 NAILS Not included in total 140 115 74 0 211 142 122 0 6981 0 FT 0 FT 0 FT I FT O FT I FT 8 FT ft FT $Dear ails UPPER FLOOR WALLS WIND GOVERNS MAIN FLOOR WALLS WIND GOVERNS LOWER FLOOR WALLS WIND GOVERNS a a 211 363 476 4 FT 0 Fr I FT J OK 1/23/2001 PAGE 4 i 20 5 18 0 0 0 0 0 0 183 ' P1.6 - 1 Mo= Wall(DL) Roof (DL) Mr= T =C 1EQUIRED 7327 26377 #DIV /0I 0 #DIV /01 0 #DIV /01 0 MIN BOT PLATE NAILING 9 INC O.C. 400 1440 0 0 0 0 0 0 2268 5544 0 0 0 4447 41904 0 0 0 0 0 0 576 -883 #DIV /01 #DIV /01 #DIV /01 0 #DIV /01 0 NA NA #DIV /0I #DIV /01 #DIV /01 #01V /0I #DIV /01 L 0 0 0 0 0 0 0 0 0 0 #DIV/O! [11Divlo1 .-• 1 MIN BOT PLATE NAILING #DIV /01 INC O.C. Mo= WaII(DL) Roof (DL) Mr= T =C IEQUIRED #DIV /0I — #DIV /0I #DIV /01 #DIV /01 #DIV /0! 0 #DIV /0! 0 MIN BOT PLATE NAILING #DIV /01 INC O.C. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #DIV /01 #DIV /01 0 #DIV /01 0 #DIV /0! 0 #DIV /01 #DIV /01 #DIV /01 #DIV /01 #DIV /01 #DIV /01 I #DIV /01 #DIV /01 #DIV /01 #DIV/01 0 0 0 0 0 0 #DIV /0I : ' =viol Mo= Wall(DL) Roof (DL) Mr= T =C 2EQUIRED #DIV /01 #DIV /01 #DIV/0! #DIV /01 #DIV /0! MIN BOT PLATE NAILING #DIV /01 INC O.C. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #0IV /01 0 #DIV /0I #DIV /01 #DIV /01 #DIV /01 #DIV /01 #DIV/01 #0IV /01 #DIV /01 #01V /01 #DIV /01 0 0 0 0 0 0 #DIV /01 i- c0IVlo1 ° 1' MIN BOT PLATE NAILING #DIV /01 INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C 1EQUIRED #DIV /0I #DIV /01 #DIV /01 #OIV /01 #01V /01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #0IV /01 #DIV /01 #DIV /01 #DIV /01 #DIV /01 #DIV /01 #DIV /01 #DIV /ol #DIV /01 #DIV /01 UPPER FLOOR SHEAR WALLS Loading from roof RIGHT TO LEFT UPPER FLOOR Load 211 Ht. 8 UPPER FLOOR Load 211 Ht. 8 oc d UPPER FLOOR Load Ht. w A 2 2/3DL REACTION HOLDDOWN I 2/3DL REACTION HOLDDOWN I u. 211 8 2/3D1 REACTION HOLDDOWN UPPER FLOOR Load 211 Ht. 8 2/3DL REACTION HOLDDOWN TRIB.LENGTH TRIB.LENGTH TRIB LENGTH UPPER FLOOR TRIB.LENGTH Load 211 Ht. 8 Mo= WaII(DL) o Roof (DL) Q 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 0022821 1997 -15 Lateral analysis worksheetl.xls a a a a WALL SEGMENTS b c b b b c c c d d d d e e 20 4 9830 320 2016 3115 1629 CS16 -30 2.5 6018 200 1838 1532 1795 CS 18-30 4' 9830 320 2016 3115 3.5 8428 280 1890 2532 0 1684 CS 18 -30 0 0 1629 CSI6.30 #DIV/01 #D1V/01 0 301 1 CHECK TOP PLATE. TOTAL LOAD = 211X20 =4220/30 =140 OK TRIB.LENGTH a b c d a SHEAR V WALL TYPE MIN BOT PLATE NAILING 8 INC O.C. 1/23/2001 Page 5, Upper Floor 0 0 0 0 0 0 #DIV /0! I. ttON/01 I I Mo= Wafl(DL) Roof (DL) Mr- T =C tEOUIRED #DIV /0! #DIV/0! #DIV /01 #DIV/0! #DIV/01 MIN BOT PLATE NAILING *DIV/01 INC O.C. 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 *DIV/01 *DIV/01 #DIV /0! #DIV /0I *DIV/01 #DIV /ol *DIV/01 _ *DIV/01 _ #DIV/01 *DIV/01 15 15.5 20 0 0 0 89 1 • •, >° Pa $ r..1 M0= Wall(DL) Roof (DL) Mrs T =C tEOUIRED 11037 14241 0 0 0 MIN BOT PLATE NAILING 19 INC O.C. 1240 1600 0 0 0 0 0 0 0 0 6406.67 10668.67 0.00 0.00 0.00 299 179 *DIV/01 8801V/01 *DIV/0! NA _ NA *DIV/01 #DIV/01 *DIV/01 0 0 0 0 0 0 *DIV/01 plV/0) MO2 Wall(DL) Roof (DL) Mr TaC tEOUIRED *DIV/01 #DIV/01 *DIV/01 *DIV/01 *DIV/01 MIN BOT PLATE NAILING #DIVro! INC O.C. 0 0 0 0 0 0 0 0 0 0 000 000 0.00 0.00 0.00 #DIVroI *DIV/01 #DIVroI *DIV/01 *DIV/01 *OIV/OI _ *OWV/01 *DIV /01 *DIV/01 *OIV/01 s 0 0 0 0 0 0 #DIWO► SOWN Moe WADI) Roof (DL) Mr■ T'C tEOUIRED #OIV/01 *01V/01 0 *DIV/01 0 *DIV/01 0 *DIV/01 0 MIN BOT PLATE NAILING #OIV/01 INC O.C. 0 _ 0, 0 0 0 00 0 0.00 0 0.00 000 #0IV/01 0.00 *DIV/01 #DIVroI *DIV/01 *DIVro! *DIV/01 *DIVro! *DIV/01 *DIV/01 *DIV/01 I 15 16.0 14.0 0.0 0.0 0.0 105 1,,.x •P1,a. ,,.,s 1 Mon 13481 11796 0 0 0 WOOL) 1280 1120 0 0 0 Roof (DL) 432 384 0 0 0 Mrs _ 9130.8 7018 67 0.00 0.00 0.00 MIN BOT PLATE NAILING T'C 272 341 ' *DIV/01 #DIVro! *DIV/01 16 INC O.C. tEOUIRED NA NA #DIV/01 101V/01 *DIV/01 FRONT TO BACK UPPER FLOOR Load 211 Ht. 8 t w J UPPER FLOOR Load 211 Ht. 8 UPPER FLOOR Load 211 Ht. 8 2/3DL REACTION HOLDDOWN I UPPER FLOOR Load 211 Ht. 8 2/3DL REACTION HOIODOWN 2/301. REACTION HOLDDOWN I 2J3DL REACTION HOLDDOWN I UPPER FLOOR Load 211 Ht. 8 2/3DL REACTION HOLDDOWN I TRIB.LENGTH TRIB.LENGTH TRIO LENGTH IRIS. LENGTH IRIS. LENGTH 0022821 1997 -15 Lateral analysis worksheelt.xls a WALL SEGMENTS b c b b b b C C C C d d d d d e e e e e SHEAR V WALL TYPE 1/23/2001 Page 6, Upper Floor 14 6 8 4.5 4 0 0 219 1:.:, -P1.4• 4' I Mo= WaI1(DL) Roof (DL) U - Floor (DL) Mr= T =C 2EQUIRED 11190 14921 8393 7460 403.75 0 MIN BOT PLATE NAILING 8 INC O.C. #DIV /01 1020 1380 765 680 0 0 2520 3024 2142 2016 0 #DIV /01 0 3150 3780 2677.5 2520 _ #DIV /01 0 13380 20091 9086 7795 0 - 365 -648 -154 -84 #DIV /01 NA _ NA _ NA �_ NA { #DIV /01 0 0 4.75 0 0 0 0 0 Moj Wan(DL) Other(DL) Mr= T■C 2EQUIRED 0 9908 0 #DIV /oI I <:1 #DIVI01. - 1 Mo= Wall(DL) Other (DL) Mr= T =C 2EQUIRED #0IV /0I 403.75 #DIV/01 0 #DIV /01 0 #DIV /01 0 #DIV /01 0 MIN BOT PLATE NAILING #DIV /01 INC O.C. 639 0 0 #DIV /01 0 0 #DIV /01 0 STHD 14 RJ 0 #DIV /01 0 _ #DIV /01 0 720 0 0 0 0 707 0 0 0 0 4892 0 #DIV /01 #DIV /0I #DIV /01 #DIV /01 STHD14 #DIV /01 #0IV /01 #DIWOI #DIV /01 _ #DIV /01 #DIV /01 7 4.75 4.25 0 0 0 274 . , : , p1.4 m a ' Moj Wan(DL) Other(DL) Mr= T■C 2EQUIRED 11074 9908 0 0 0 �+ MIN BOT PLATE NAILING 8 INC O.C. 403.75 381.25 0 0 0 0 0 0 0 0 639 512, 2211 0 #DIV /01 0 #DIV /0I 0 #DIV /01 2197 STHD 14 RJ STHD 14 RJ #DIV /01 _ #DIV /01 _ #DIV /01 7 2 — 2 0 0 0 617 s-t',i Um, Mo= WaII(DL) Roof (DL) U - Floor (DL) Mr= T =C 2EQUIRED 10491 10491 0 0 0 MIN. LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN BOT PLATE NAILING 3 INC O.C. 340 340 0 0 0 0 0 0 0 0 720 720 0 0 0 707 707 0 0 0 4892 4892 #DIV /01 #DIV /01 #DIV /I STHD14 STHD14 #DIV /I #DIV /01 #DIV /01 MAIN FLOOR SHEAR WALLS Loading from roof and Upper Floor RIGHT TO LEFT MAIN FLOOR Load 353 Ht. 9 d 2/30L REACTION HOLDDOWN MAIN FLOOR Load 353 Ht. 8.5 2/3DL REACTION HOLDDOWN MAIN FLOOR Load 353 Ht. 8.5 2/3DL REACTION HOLDDOWN I MAIN FLOOR Load 353 Ht. 8.5 2/301 REACTION HOLDDOWN I TRIB.LENGTH TRIB.LENGTH MAIN FLOOR TRIG.LENGTH Load 353 Ht. 9 Mo= Wall(DL) Other (DL) 2/301 Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH TRIB.LENGTH 0022821 1997 -15 Lateral analysis worksheetl.xls a a a a WALL SEGMENTS b c b b 19 0 0 0 270 807.5 1350 0 #DIVroI 27745 8832 2201 #DIV/01 ' STHD 14 9.5 29208 HTT22 w/ KYITMA6 10 850 750 0 0 0 5333 2387 0 0 #DIV /01 #DIV /01 0 0 0 0 0 #DIV /01 #DIV /01 344 b b C c c c d d d d d e e a e e SHEAR V WALL TYPE MIN BOT PLATE NAILING 0 INC O.C. 1/23/2001 Page 7, Main Floor r 11 47 0 0 0 0 0 49 I. - P14 I Mo= Wall(DL) Roof (DL) U- Floor (DL) Mr- T =C 1EQUIRED 19695 0 0 0 0 0 MIN BOT PLATE NAILING 35 INC O.C. 7990 0 0 0 0 0 0 0 0 0 0 0 4972.5 2278 0 0 0 0 203079 #DIV/0I 0 0 0 0 -3902 #DIV/0I #DIV/0I #DIV/0! #DIV /01 #DIV /01 NA ^ #0IV/01 ...�. #DIV/0I #DIV/0I #OIV/01 8.5 9 0 0 0 0 333 j :`> P14 _. I Mo= Wan(x) Other (DL) Mr= T =C tEOUIRED 25478 0 0 0 0 MIN BOT PLATE NAILING 5 INC O.C. 765 0 0 0 0 _ 900 0 0 0 0 4995 0 0 0 0 2278 #DIV/0I #DIV/01 #DIV/0I #DIV /01 STHD 14 #DIV/0I 1OIV/01 #O1V/01 10IV /01 r 6.5 7 0 0 0 0 _ 327 =. P14.. Mo• Wall(DL) Other(DL) Mrs T•C tEOUIRED 19483 0 0 0 0 MIN BOT PLATE NAILING 0 INC O.C. 595 0 0 0 0 1280 0 0 0 0 4328 0 0 0, 0 2185 #DIV /01 #DIV/01 #DIV/01 #O1W01 STHD 14 001Vl01 #01V101 #01V/01 1OIV/01 0 ` 0 — #DIV/01 0 *DIV/01 0 #0IV/01 0 #DIV /01 0 #0IV/01 #DIV/0I ,- : 0001101 MIN BOT PLATE NAILING #DIV/0I INC O.C Mo• WalI(DL) Other (DL) Mn' T•C tEQUIRED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #DIV/0I #DIV/0I #DIV/0I #DIV /01 #DIV /01 1 #DIV/0l _ #DIV/0I _ #DIV/01 #DIVl01 _ #OIVt01 15 16 19 0 0 0 151 Mo• WaII(DL) Roof (DL) U - Floor (DL) Mr= T•C IEQUIRED 20554 24408 0 0 0 MIN BOT PLATE NAILING 11 INC OC. 2720 3230 0 0 0 480 552 0 o 0 0 0 0 0 0 17087 23953 0 0 0 218 24 #DIV/01 #DIV /01 #DIV /01 NA NA #DIV/0I #DIV/01 #DIV/01 FRONT TO BACK - MAIN FLOOR Load Ht. w J MAIN FLOOR Load Ht . 211 8.5 2/3DL REACTION HOLDDOWN MAIN FLOOR Load 353 Ht. 8.5 w i J 2/3DL U REACTION HOLODOWN MAIN FLOOR Load 353 Ht 9 2/3DL REACTION HOLDDOWN 353 8.5 CC 2/3DL REACTION HOLDDOWN MAIN FLOOR Load 353 Ht. 8.5 2/3DL REACTION HOLDDOWN TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH 0022821 1997 -15 Lateral analysis worksheetl.xls a a WALL SEGMENTS b C b a a a b b b C C C C d d e e e SHEAR V WALL TYPE 1/23/2001 Page 8. Main Floor ` 14 6 8' 4.25 4 0 0 299 I -,. P1.4 I Mo= Wall(DL) Roof (DL) U - Floor (DL) M - Floor (DL) Mr= T =C IEQUIRED 14343 19124 10160 9562 #01Vro1 0 MIN BOT PLATE NAILING 8 INC O.C. 1440 1920 1020 960 0 2520 3024 2079 2018 0 0 3150 3780 2598.75 2520 0 0 1200 *VALUE! 0 0 0 0 16620 24784 10553 9768 0 0 -379 -707 -92 -51 #DIV /0I #DIV /01 NA NA NA NA #DIV/0t #0IV/01 f 0 0 0 0 0 0 0 0 0 #OIV /01 ) .: #DIV/01 . Mo= WaII(DL) Other (DL) Mr= T =C 1EQUIRED #DIV /01 #01Vro1 #D1V /01 0 #01V /01 #DIV /01 #DIV /01 MIN BOT PLATE NAILING #0IV /0! INC O.C. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #DIV /01 0 #DIV /01 #DIV /01 0 #DIV /01 #DIV /01 #0IV/01 #DIV/01 #DIV/01 #0IV /0I #DIV /0I #DIV/01 #DIV /0 #DIV/01 I . 0 0 0 0 0 #DIV /0I (vhlO1WOI ° I MIN BOT PLATE NAILING #DIV /01 INC O.C. Mo= Wen(DL) Other (DL) Mr* T =C 1EQUIRED #01Vro1 #0IVIOI #01V/01 #DIV/01 #DIV/01 SITS ON CONCRETE STEM WALL MIN HOT PLATE NAILING #0IV /0I INC O.C 0 0 0 0 0 0 0 0 0 ' 0 0 0 0 0 0 0 _ 0 0 0 0 0 0 0 0 0 0 0 0 #DIV/OI #DIV/01 #DIV /01 #DIV/01 #0IV /0I #DIV/01 _ #DIV/01 #DIV/01 #DIV /01 #DIV/01 #OIV /01 #DIV /01 _ #DIVroI #DIV /01 I 7 O 0 0 0 0 #DIV/01 I. r * DIVrot ` I Mo= Wall(DL) Root (DL) U- Floor (DL) Mr= T =C 1EQUIRED #DIV /01 #DIVIOI #0IV /01 1DIV /01 #DIV /01 SITS ON CONCRETE STEM WALL MIN HOT PLATE NAILING #0IV /0I INC O.C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #DIV/01 #DIV/01 #DIV/01 #DIV /01 #DIV /01 #DIV/01 #DIV /01 #01V101 #OIV /ol #DIV/01 SHEAR WALLS RIGHT TO LEFT LOWER FLOOR Load 475 Ht. 8 LOWER FLOOR Load 475 Ht. 8 21301 REACTION HOLDDOWN 2/301 REACTION HOLDDOWN I LOWER FLOOR Load 475 LOWER FLOOR Load 475 Ht. 8 2 2/3DL REACTION HOLDDOWN LOWER FLOOR Load 475 Ht. 8 2/301 REACTION HOLDDOWN TRIB.LENGTH TRIB.LENGTH TRIG. LENGTH HL 8 Mo- Wall(DL) o Other (DL) 1 2/301 Mr= REACTION T =C HOLDDOWN REQUIRED 0022821 1997 -15 Lateral analysis worksheetl.xls a a a WALL SEGMENTS b c b b C c d d d e e e SHEAR V WALL TYPE 31 0 44312.25 , 0.00 19 10 14294.27 800 1800 8887 563 NA ON CONC 9.5 13579.56 760 1500 7157 676 HTT22 W/ KItLiMbp NA Q CONC 2480 0 5112 0 78451 0 - 1101, #DIV /01 #DIV /01 0 0.00 0 0 0 #DIV /01 #DIV/01 179 1 =,.:per TRILL LENGTH TRIS.LENGTH a a C e MIN BOT PLATE NAILING 0 INC O.C. 1/23/2001 Page 9, Lower Floor • I L) 00 N 0 CO tu J N LL W 0 LL D. a W no ON Ot W tl. W z p I 11 47 0 0 0 0 0 0 0 0 111 : P1-6 . Mo= Wall(DL) Roof (DL) U- Floor (DL) M- Floor (DL) Mr= T =C tEOUIRED 41792 ItDIV/01 0 #DIV/01 0 #DIV /01 0 #DIV/01 0 SITS ON CONCRETE STEM WALL MIN BOT PLATE NAILING 16 INC O.C. 9400 MIN ROT PLATE NAILING #DIV/01 INC O.C. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0DI4/01 0 #DIV/0l 0 0 #DIV/01 0 #DIV/0f 0 #DIV /0I 0 #DIV /01 0 147267 #DIV /0I 0 #DIV/O1 0 #DIV /01 0 #01V/01 0 -2244 #DIV /oI #DIV/0! #DIV /01 #DIV/01 NA #DIV/01 #0IV/01 #OIV /0I #DIV /01 8.5 14.5 0 0 0 0 0 0 0 0 278 , NA Mo= WaII(DL) Other (DL) Mr T =C 2EOUIRED 32294 ItDIV/01 0 #DIV/01 0 #DIV /01 0 #DIV/01 0 SITS ON CONCRETE STEM WALL MIN BOT PLATE NAILING 6 INC O.C. 1160 MIN ROT PLATE NAILING #DIV/01 INC O.C. 0 0 0 0 0 0 0 2000 0 0 0 0 0 0 0 15273 0 0 0 0 0 0DI4/01 0 #DIV/0l 0 1174 #DIV/01 0 #DIV/0f NA #DIV /0I #DIV 101 #DIV /01 NA NA #DIV /0I #DIV/01 #DIV/O1 #0IV/01 #DIV /01 ' #DIVroI #01V/01 #DIV /01 1 6.5 21 0 0 0 0 0 0 0 0 147 , =,- NA Mo= Wall(DL) Other (DL) Mr= T•C 1EOUIRED 24695 ItDIV/01 0 #DIV/01 o #DIV /01 0 #DIV/01 0 SITS ON CONCRETE STEM WALL MIN ROT PLATE NAILING 0 INC O.C. 1880 MIN ROT PLATE NAILING #DIV/01 INC O.C. 0 0 0 0 0 0 0 500 0 0 0 0 0 0 0 15260 0 0 0 0 0 0DI4/01 0 #DIV/0l 0, 449 #0IV/01 0 #DIV/01 NA #0IV /01 #DIV 101 1DIV /0I NA #DIV/0l #DIV/01 0 40 0 0 0 0 0 0 0 0 Mo= WaII(DL) Roof(DL) U- Floor (DL) M - Floor(DL) Mr= T =C 1EQUIRED 0 #DIV/01 It101Vro1 .: Mo= Wall(DL) Other(DL) Mr= TaC lEOUIRED ItDIV/01 0 #DIV/01 8000 #DIV /01 0 #DIV/01 0 #OIV /01 0 0 MIN ROT PLATE NAILING #DIV/01 INC O.C. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -1594 0 #DIV/01 #DIVroI #DIV/0I #DIV 101 #DIV/01 NA #DIV /0I #DIV /01 #0IV/01 #01V/OP ' #DIVroI #DIV /01 0DIV/01 IDlV/01 15 40 0 0 0 0 0 178 1 •- ', , - , P1.1 SITS ON CONCRETE STEM WALL MIN ROT PLATE NAILING 10 INC O.C. Mo= WaII(DL) Roof(DL) U- Floor (DL) M - Floor(DL) Mr= T =C 1EQUIRED 56989 0 0 0 8000 0 0 0 0 0 1056 0 0 0 0 0 0 0 0 0 0 0 0 0 120747 0 0 0 0 -1594 #DIV /01 #DIVroI #DIV 101 #OIV/01 NA #DIV /0! #DIV /0l #DIV /01 #01V/OP FRONT TO BACK LOWER FLOOR Load Ht 8 w -J LOWER FLOOR Load 475 Ht. 8 aL LOWER FLOOR Load 475 Ht. 8 re w 2/301 U REACTION HOLDDOWN LOWER FLOOR Load 475 Ht. 8 w a U 475 21301 REACTION HOLDDOWN 2/301 REACTION HOLDDOWN I 2/30L REACTION HOLDDOWN LOWER FLOOR Load 475 Ht. 8 2/301 REACTION HOLDDOWN TRIB.LENGTH 0022821 1997 -15 Lateral analysis worksheetl.xls a TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH a a a a WALL SEGMENTS b c b b b b c C c C d d e SHEAR V WALL TYPE 1/23/2001 Page 10, Lower Floor WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 01/23/80 FILE: K: \ \KAA \ \00\ \00228 \ \0022821.WS Homeowner: Builder: Site: TRYON CONCEPTS ( ) == = = = == = = =___= REFERENCE DESIGN Component BG Wall 2' BG Slab 2' On Grade Slab Floor Glazing @15t Doors AG Wall Ceiling, Attic Infiltration Component BG Wall BG Slab On Grade Slab COMPONENT PERFORMANCE ENERGY BUDGET PROPOSED DESIGN COMPONENTS Description _ R11 Batt 2' depth R10 2' horizontal w /TB REFERENCE 663 11.04 Analyst: SRU Jurisdiction: Utility: House Type: Single Family Floor Area: 2887 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. PROPOSED 586 Btu /hr -F 10.26 kWh /ft2 -yr Reference Value X U -0.043 F -0.690 F -0.540 U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Value U- 0.066 F -0.680 F -0.540 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 HOUSE ID: PLAN 2370 Area = UA 488 21.0 61ft 42.1 112ft 60.5 745 30.5 433.0 281.5 39.0 15.2 2754 170.7 1150 41.4 27002ft3( 172.9) Reference UA 662.9 X Area = UA 488 61ft 112ft 32.2 41.5 60.5 FF Floor Glazing @9% Doors AG Wall Ceiling Infiltration Heating System Type: Make: Model: Design ACH: Design Load(at 44F dt): Duct Losses (% Dsn Load) : Total Load: System Size(Output): WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 01/23/80 FILE: K: \ \KAA \ \00\ \00228 \ \0022821.WS R19 vented Joist 16oc R19 unvented Joist 16oc * *2g1. Vinyl Clr /Air Wood 1 3/8 ", solid flush R13 STD Lap Wood R30 blown Attic STD baffled Standard Air Sealing Struc Mass Light Frame, Sheetrock walls HEATING /COOLING /VENTILATING SYSTEMS PROPOSED Gas Furnace Payne 376C/ System Efficiency: 80 % Modified Efficiency: 65 % 0.60 40122 Btu /hr 7923 Btu/hr(20t) 48045 Btu /hr 72000 Btu /hr (150 %) Average Annual Heat: 147 MBtu Annual Cost: $ 823 Ventilation System: Integrated Spot & Whole House Cooling System: SEER: Cooling Load(at 4F dt): System Size ( %Over) : Annual Cool Requirement: PROPOSED DUCT SYSTEM SUPPLY RETURN NONE 0.0 (Ducted) Btu /hr tons( @125 %) kWh /yr Solar Access: Partially Shaded Location Vented crawlspace Attic or garage Page 2 Avg Rvalue R- 8.0 R- 8.0 U -0.041 U -0.040 U -0.490 U -0.390 U -0.082 U -0.036 ACH -0.350 HOUSE ID: PLAN 2370 599 24.6 146 5.8 253.0 124.0 39.0 15.2 2934 240.6 1150 41.4 27002ft3 (172.9) Proposed UA 585.7 M- 3.000 2887 8661 Surface Area 493.6 ft2 98.7 ft2 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 01/23/80 FILE: K:\\KAA\\00\\00228\\0022821.WS HOUSE ID: PLAN 2370 GLAZING ORIENTATION PROPOSED PROPOSED South : 63.2ft2 North : 63.2ft2 Southeast : Northwest : East : 63.3 West : 63.3 Northeast : Southwest : Eff S Glz: 2.9%' Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 3 ACTIVITY NUMBER D01 -036 DATE: 05 -23 -01 PROJECT NAME: THE JUNCTION # 10 SITE ADDRESS: 5595 S 150 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 AFTER Permit Is Issued DEPARTMENTS: Building Division Af -L4 'i Public Works Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved PIUtUU I IXK PLAN REVIEW /ROUTING SLIP 5(Z- Fire Prevention 4l(0\ -2 4- 0 1 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete I I Structural Review Required APPROVALS O CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved r7 Approved with Conditions REVIEWER'S INITIALS: •••.ranwo n PERMIT COORD COPY 1C Planning Division Permit Coordinator DUE DATE: 05 -24-01 Not Applicable LI No further Review Required n DATE: DUE DATE 06 -21 -01 Not Approved (attach comments) r7 DATE: DUE DATE Not Approved (attach comments) DATE: 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: Response to Incomplete Letter # Response to Correction Letter # �e] Revision # _ after Permit is Issued Project Name: T tiE .JO NC reett) Project Address: Contact Person: 25A1 '7 tl --15-25___3_ Summary of Revision: Cis 7' etia se k Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on `7 - r� ( Plan Check/Permit Number: 7)a f " G 3 Phone Number: ;er' 3 119 7f 08!30/00 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -036 DATE: 05 -23 -01 PROJECT NAME: THE JUNCTION # 10 SITE ADDRESS: 5595 S 150 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works r� c Fire Prevention Structural NIM111111111111111.11■ 411111 DETERMINATIONy,OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route ❑ Structural RevijRequired I J No further Review Required Er . r4 • REVIEWER'S INITIALS: Approved Approved 1111.itUtnt [MX' Incomplete APPROVALS OR C • ' ' ECTIONS: (ten days) REVIEWER'S INITIALS: w.s CORRECTION DETERMINATION: I I n n c iains Approved with C Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator n Li DUE DATE: 05 -24-01 Not Applicable ri DATE: .— '. ZCr I DUE DATE 06-21-01 Not Approved (attach comments) ❑ DATE: 5 b DUE DATE Not Approved (attach comments) DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -036 DATE: 05 -23 -01 PROJECT NAME: THE JUNCTION # 10 SITE ADDRESS: 5595 S 150 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision it 1 AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: C APPROVALS OR CORRECTIONS: (ten days) TRIM I I.1JOC :•n Fire Prevention Structural Incomplete E Planning Division Permit Coordinator Approved n Approved with Conditions ri REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: DUE DATE: 05-24-01 Not Applicable C TUES/THURS ROUTING: Please Route Ln Structural Review Required LI No further Review Required REVIEWER'S INITIALS: • 1 11 DATE: S ?1 pf DUE DATE 06-21-01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) ri DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -036 DATE: 05 -23 -01 PROJECT NAME: THE JUNCTION # 10 SITE ADDRESS: 5595 S 150 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter It Response to Correction Letter # X Revision # 1 AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works u 0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Comments: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: {j %'; APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: `lIa.01 txX Fire Prevention Structural Incomplete [I] n n c No further Review Required DATE: Planning Division Permit Coordinator DUE DATE 06 -21 -01 n DUE DATE: 05 -24 -01 Not Applicable Fi DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER D01 -036 DATE: 05 -23 -01 PROJECT NAME: THE JUNCTION # 10 SITE ADDRESS: 5595 S 150 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete LI Comments: PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route Er Structural Review Required LI No further Review Required n REVIEWER'S INITIA J Structural Incomplete ri APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIA CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: YYUtoUfl tx 5794 7 RS_ -•... .. • Fire Prevention LI Planning Division C Permit Coordinator Approved with Conditions n Not Approved (attach comments) e DUE DATE: 05 -24-01 Not Applicable l___. DATE: `'' s DUE DATE 06-21 -01 DATE: J F7 e )4- ‘ )/ u DUE DATE ot;Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -036 DATE: 3 -13 -01 PROJECT NAME: THE JUNCTION - LOT 10 SITE ADDRESS: 5595 S 150 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter i 1 DEPARTMENTS: Building Division Public Works �'/ Structural LAYY1 — t•ol DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PLAN REVIEW /ROUTING SLIP Incomplete TUES /THURS ROUT NG: Please Route Structural Review Required ri No further Review Required 1-1 REVIEWER'S INITIALS: DATE: — APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Approved ri Approved with Conditions CORRECTION DETERMINATION: wutuvitixx C C rl Revision # After Permit Is Issued Planning Division Permit Coordinator n 0 4•11111..e. DUE DATE: 3 -15 -2001 Not Applicable El DUE DATE 4 -12 -2001 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Approved I I Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: SPPI Mar 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: ,/a/ ❑ Response to Incomplete Letter # Response to Correction Letter # 1 0 Revision # after Permit is Issued Project Name: THE JUNCTION — LOT 10 Project Address: 5595 South 150 Street Contact Person: Don Tryon Plan Check /Permit Number: DO 1 -036 Phone Number: .i:U✓ /1' Ay Ie• .11.11M17 Summary of Revision: 3 l" "Ve /�t�ia7 7 4 34 d ,r�ir>"1/ i✓6 -`.:� . i(dD r' M "-to/1,4,-1/44 /A-0, 1 A,,, ll p . / S /0rrCr /,/�i,� i 4/ 9,7 ; &ie W l / ) y 4papo A,/ ir7/ s �� ,(i 4y f 7 , . • Sheet Number(s): /d/2 MAP 1 .1 . 1 "Cloud" or highlight all areas of revisio : including date of revision Received at the City of Tukwila Permit Center by: [] Entered in Sierra on 03/01/01 PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: The Junction Lot 10 5595 South 150 Street File #: D01 -036 Date: 02.22.01 Reviewer: L. 3111 Mosqueda Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. Refer to the enclosed red -line plans. Please return these red -lines with the revised site plan. 1. Please remove extraneous information such as tree size and location, drainage in � arrows and survey information. Please refer to the civil site plan. 2. Please add the following to the erojion control note #7: "Refer to the permit conditions." - h #46Te "` 1 Foie- V�'"•y�• 3. Do you truly expect to put the rockery over the sanitary sewer stub out? - r-10 St5C 4. Where will the rockery footing drain pipe drain to? - TicoiT 0.1 14 srolZsi LPolee,,7 5f's -1. SSE ?.e/tsED Fce-travf �7nrc.. 5. Note #1 says access is S 150 St., but the plans show access as Tract C. please clarify this. - ' Sew rre FLAK, Fog e .6.ei ,csxr �oi..d 6. Please show exisiting topography as solid lines and proposed topography as broken lines. ;I am interested to know how much you expect to raise the exisitng grade. DO NOT show topography lines through the house- itself. - fre Adiset) -5I -rte. 7. Please explain where the storm drain pipe is going. - 71,sotrt./o.)cv •ro 4rogx-t MaN 5•NB - cx� . Q /Projects /The Junction /junction lot 10 DO1 -036 MAR 13 L;,Ui March 1, 2001 Don Tryon 14420 SE 84th Street Newcastle, WA 98059 RE: CORRECTION LETTER #t Development Permit Application Number I)01 -036 The Junction — Lot 10 5595 South 150th Street Dear Mr. Tryon: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can he approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comment; from the Public Works Department. At this time, the Building Division, hire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copier (Acne!) document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. 1 have enclosed one for your convenience. Corrections /revisions m be made in moon 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, tiMA dait Brenda Holt Permit Coordinator end xc: File No. D01 -036 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -036 DATE: 3 -13 -01 PROJECT NAME: THE JUNCTION -- LOT 10 SITE ADDRESS: 5595 S 150 ST SUITE NO: Original Plan Submittal DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete C Comments: Incomplete TUES /THURS ROUTING: Please Route ff Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: { MIROUR( OCK ti•.1 Fire Prevention Structural C LI Response to Incomplete Letter # Response to Correction Letter # 1 Revision # After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 3 -15 -2001 Not Applicable LI C No further Review Required REVIEWER'S INITIA $ ,,.-. DATE: DUE DATE 4-12-2001 Not Approved (attach comments) ri DATE: G , : DUE DATE F='Uii Not Approved (MAiRhlccjnts) n DATE: C C ``. n t e . 1.4) Original Plan Submittal Complete Comments: FErMT COOPD COP'' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 036 DATE: 02 -13 -01 PROJECT NAME: THE JUNCTION LOT 10 SITE ADDRESS: 5595 S. 150ST TUKWILA WA SUITE NO: Response to Correction Letter I , DEPARTMENTS: B � ildin'g Division ' Fire Pr gention VOL �1 Z -L( -O P b lic Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete E TUES /THURS ROUT NG: Please Route Structural Review Required LI No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved A pproved with Conditions n N ot Approved (attach comments) LI (At/ REVIEWER' INITIA S: DATE: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: C Response to Incomplete Letter U Revision it After Permit Is Issued Plans in g Division All t '( Permit Coordinator DUE DATE: 02 -15-01 Not Applicable n DATE: DUE DATE 03 -15 -01 DUE DATE Not Approved (attach comments) DATE: • DEPARTMENTS: Building Division Public Works Complete Comments: Approved I ! Approved wit REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -036 DATE: 02 -13 -01 PROJECT NAME: THE JUNCTION LOT 10 SITE ADDRESS: 5595 S. 150ST TUKWILA WA SUITE NO: Original Plan Submittal Response to Incomplete Letter tr` Response to Correction Letter # Revision if After Permit Is Issued c APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete LI TUES /THURS ROUTI Please Route Structural Rev' • Required ri No further Review Required p REVIEWER'S INITIALS: ��.4 DATE: 2-- J5" 2001 n • itions CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: vw&unai IX,C C rl Planning Division Permit Coordinator DUE DATE: 02 -1 5-01 Not Applicable r DUE DATE 03-1 5-01 Not Approved (attach comments) Ref. eaviiirema DATE: #) )+01 DUE DATE Not Approved (attach comments) DATE: PERMIT NO.: . 17() ( — Q &O BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up a 00007 Pre -Move Inspection 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection :Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested [ ?00095 Footing Drains Ge 00100 Foundation Footings 0'00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation 0,00350 Crawl Space [ .. 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing 1 ' 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation/All Types [ Framing (00750 Roof /Ceiling Insulation 00800 Floor Insulation [? 00301 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling Fe 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 011 i0 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire [? 01700 Final - Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 0401 Special - Grading, Excav/Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special -Panels ❑ 04015 Special -Smoke Control System TENANT NAME: .c2 1.4C.:1101-4 Loy (0 CONDITIONS 2 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ,. ❑ 0014 Readily accessible access to roof mounted equipment 0015 Engineered truss drawings & calcs shall be on site e/ �, 0016 Exposed insulation backing material t 0017 Subgrade preparation including drainage. excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 019 All construction to be done in conformance w /approved plans ❑ No work shall be done in addition to those modifications..." pr 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ©r 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected 2'0027 Validity of Permit ❑ 0028 Rack storage requires separate permit iiirA )03 Electrical permits obtained through L &I [j' 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds. concrete. stone foundations. flat concrete ❑ 0036 Manufacturers installation instru.tions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for waterisewer connect ❑ 0038 A C of 0 will be required for this permit ❑ -0 039 Final approval for all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces (5' 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" 0007 all structural welding shall be done by WABO certified inspector 0008 All high - strength bolting shall be special inspected 0009 Bolts installed in concrete shall be special inspected 0031 Comply with requirements of TMC 16.04 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. "Obtain required inspections from appropriate water & sewer districts" "Fuel burning appliances "Appliances, which generate...." "Water heater shall be anchored...." "Reroot" Plan Reviewer: Permit Tech: 1( rr j E�7 G1�1� NffrLS i0 ' �C1� -1� • Date: ',J' ' !o' l Date: 3 - �'0 ACTIVITY NUMBER: D01 -036 DATE: 02 -13 -01 PROJECT NAME: THE JUNCTION LOT 10 SITE ADDRESS: 5595 S. 150ST TUKWILA WA SUITE NO: Original Plan Submittal Response to Incomplete Letter ti Response to Correction Letter It Revision if After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route L Structural Review Required REVIEWER'S INITIALS: , ` 1 DUE DATE 03 -15-01 Approved ri Approved with Conditions Not Approved (attach comments) r REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: '!'RguL rI (uK PLAN REVIEW /ROUTING SLIP n Approved with Conditions Fire Prevention ® Planning Division Structural Incomplete I J C n Permit Coordinator DUE DATE: 02 -15 -01 Not Applicable I I No further Review Required DATE: DUE DATE Not Approved (attach comments) DATE: r C ACTIVITY NUMBER: D01 -036 PROJECT NAME: THE JUNCTION LOT 10 SITE ADDRESS: 5595 S. 150ST TUKWILA WA SUITE NO: Original Plan Submittal DEPARTMENTS: Building Division Public Works Complete Approved v s.. PLAN REVIEW /ROUTING SLIP Response to Correction Letter it C C CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions E REVIEWER'S INITIALS: Approved with Conditions C n n REVIEWER'S INITIALS: DATE: 02 -13 -01 Response to Incomplete Letter }f Revision if _ __ _ After Permit Is Issued DATE: Planning Division Permit Coordinator n DUE DATE: 02-15-01 Not Applicable n No further Review Required n DUE DATE 03 -15-01 Not Approved (attach comments) n DATE: 3////0 DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -036 DATE: 02 -13 -01 PROJECT NAME: THE JUNCTION LOT 10 SITE ADDRESS: 5595 S. 150ST TUKWILA WA SUITE NO: Original Plan Submittal Response to Correction Letter Revision rt After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete LI Comments: TUES /THURS ROUTI C: Please Route Structural Review Required ri No further Review Required REVIEWER'S INITIA .. � --"' DATE: c ? ._ t `f - • f APPROVALS OR CORRECTIONS: (ten days) Approved n REVIEWER'S INI CORRECTION DETERMINATION: Approved n Approved with Conditions Tgli )UTI DOC S•r� PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Approved with Conditions Incomplete Not Applicable LI Response to Incomplete Letter Planning Division Permit Coordinator F DUE DATE: 02 -15 -01 n DUE DATE 03 -15-01 Not Approved (attach comments) DATE: 0? - 2 ? —e:)/ DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DAT re.4 , 1 g t„ PUBUC WORKS PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: The Junction Lot 10 5595 South 150 Street File #: D01 -036 Date: 02.22.01 Reviewer: L. Jill Mosqueda 7. Please explain where the storm drain pipe is going. Q /Projects /The Junction /junction lot 10 0O1 -036 ,e .`nAti' fat•''` U' r' fa `W -Kr. :„... , ..., .. . . Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. Refer to the enclosed red -line plans. Please return these red -lines with the revised site plan. 1. Please remove extraneous information such as tree size and location, drainage arrows and survey information. Please refer to the civil site plan. 2. Please add the following to the erosion control note #7: "Refer to the permit conditions." 3. Do you truly expect to put the rockery over the sanitary sewer stub out? 4. Where will the rockery footing drain pipe drain to? 5. Note #1 says access is S 150 St., but the plans show access as Tract C. please clarify this. 6. Please show exisiting topography as solid lines and proposed topography as broken lines. I am interested to know how much you expect to raise the exisitng grade. DO NOT show topography lines through the house itself. - r 31$ CRUSHED ROCK, - DECO CLEA'IUNG LIMI PROPERTY LINE * WATFIL LINE TO HOUSE T LOWER = 528 if MAIN ■ 1209 if UPPER a 1150 if GARAGE = 531 If PARCH = 10 if TOTAL = 3,538 if d�► 18 3' •165. _r PARALLEL '0 w4 . SIDE EWER , MIN 28 •0 ND 1 �'' MI AWAIT • ROM/DRIVE ' AY 0 STO1�M DRAI FAS � MENT r ---- -- T a elTy OF TI1 KWI LA- - - - -- - - RECORDED UNDBI RECORDINOr 7" NO. 1108311581. (J �1 C) (1((/ ) , () [\ (Y)? ( Y , 1'))(1 �t. t a i ) ��. t. 1 WA ...SECFI4 . F.A.R. CALCULATION LOT AREA = 7,172 if 508 ALLOWABLE it 3,586 if NEW 4' HIGH / ROCKERY / FILTER FABRIC WASHED OR AV RIGID .PER DRAIN PIP trDECID S . O EC+ WALtW TY E 1( CO ' PER P1 11 LCf t 5'66 i NEW 4' HI� ROCKERY EX STI O TOP AP IND /CA IE5 NA RA APPR OP E TO WIL BE P 1 a B SITE PLAN FOR LOT 10 SCALE : I' :20' 5U°44 FROM TO 1 E NOUSE '. WATER METER / 5TITE . -j f R SU PLY i ECTED TO;WATER R B WET ;TAP " 'FIR ERI4A LE Y USING 5 S aw R Tc- NONi TED AD5 N -12 -STABLE 55 PitE 15 6f 5DRI35 CN A Q% 5LCPE (. TEE. .2X►RY IiAUL ROAD' EASEkMENT RECORDED UNDE � RECORDI G NO. 8808311582 AND AMENDED'BY INSTRUMENT i $CORDED UNDER RECORDING 0.9006111050. TTHIS AGREEMENT XPIR ' ' ON OCTOBER 9, 1990. SUBDIVISION :_DEKSTROf1 (TWE ,kNCTION) STREET ADDRESS : - LOT AREA PLAN': PLAN'2310 OWNER • TRYON CONCEPTS ADDRESS : 14420 SE 84th ST. NEUICASTLE PI-ONE • (425) 255 -6518 TAX ' : - LEGAL DESCRIPTION : C AIN r Of 2 DRAINI FILL / 174 , RY EROSION EGNTRO BE St W c4i THE DOUNNILI. E OF ' NE La STOR DR iv/ POSITIVE SLOPE / SETI3ACK -t. l FRONT : 20 REAR : 1 0' SIDE • 5' SIDE : 5' --------- ..R ADDITIONAL INFORMATION - - ‚ E E CIVIL ENGINEERING DRAWINGS RECORDING 419990726001980 FOR SURFACB /STORM WATER CONTROL - SYSTEM, REFER TO KING _COUNT' SURFACE DESIGN MANUAL 7117 1 JOB ': 00228 PLAT FILE •. 0022814dwe_ DATE: 01-22-01G55 eEt11 REVISED DATE: Kane ler Architects, P.S. 19911 S.E. 18th ST. Bellevue, WA 08007 lcl 425 -841 -5920 fax 425 -841- 10 f2F ;l! Aft ILITY DSCAPI 0 EMENT L' Revision No. Date Received Staff Initials j - Staff Initials i Date Issued ' Staff Initials .4-- S -- z 3 1 n - 0 1 Summary of Revision: o' i . rte _ cre Received By: Received By ,,�` 1 Revision No. Date Received Staff Initials j - Date Issued i Staff Initials Summary of Revision: Received By: PROJECT NAME: ' ° J� - s B 7 I �. � a��-� I PERM N O:. � O C� -�:� —' tif Site Address: SS9 a 5 . l '50 S'Tr --- Original Issue Date: 3 _� Revision No. Summary of Revision: Revision No. Summary of Revision: Revision No. Date Received Date Received REVISION LOG Date Received Staff I Initials Staff Initials Staff Initials Received By: Received By: Summary of Revision: Received By: Date Issued Date Issued Date Issued (pleas 4 print) (please print) • (please print) (please print) (please print) Staff Initials Staff Initials Staff j Initials Amimml LICENSE DETAIL INFORMATION Form Page 1 of 1 * * * * * * * * Current Filter. None STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Registration# or License TRYONCL013DH Name TRYON CONCEPTS LLC Address PO BOX 146 Address City RENTON State WA Zip 98057 Phone Number 4252289750 Effective Date 3/8/99 Expiration Date 2/1/02 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity LIMITED LIABILITY COMPANY Specialty Code GENERAL Other Specialties UBI Number 601931182 *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * VIEW CONTRACTOR INSURANCE INFORMATION * * ** *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUN1BER, UBI NUMBER or return to the L&I Construction Compliance I Lome Page http:// www .lni.wa.gov /contractors/TF2Form .asp ?License= TRYONCL013DH 3/22/01 Z F�- W QQ � J U 0 N O CO W Z W O g Q w Z 1- O Z i-- w • w U � O - • 1- WW U. O .. Z W O z rat Ism !a al z w 6 J U U CD COW W - x (1) w w U- < w 1- 0 Z I- W U O N � H W W I u'O W Z U O Z ` r Di ' rn ru •9 r4,41, Side Elevation Li Rear Elevation Side Elevation © covotrr at V ARci t h., ORK Tryon Concepts PLAN # 2370 LOT 10 BERGSTROM PLAT TUKWILA, WA 40'-0" M. Bdnn. 16'0 ra • 1111111 1111111 Hall DN M. Bath Bdrm. #2 12 Bonus/ Opt. Bdrm. #4 Bdrm. #3 1410''x130" I19 x1O'r I •F I 1 ' '11 '11 'It I ra Bath 11 1111 1111111 ti ,) Will Upper Floor Plan 1' op Family 12Vx20'0' Garage LP KAPRER ASSOCIATES V. JUICJECTS ' Deck imam Nook Kitchen Entry -4iD I I kW/ Hall 2 tka Mil A M11111 Dinin IIIP 131'xI2' Living 13'6"x1T0 Covered Porch ante Main Floor Plan SQUARE FOOTAGE LOWER FLOOR 2 MAIN FLOOR 12 S UPPER FLOOR 1150 SF TOTAL GARAGE 28 DECK / PATIO 310SF SQUARE FOOTAGE IS MEASURED TO TNE OUTSIDE FACE CF WALLS. STAIRS ARE COUNTED ONCE N CALCULATIONS. OPEN TO BELOW SPACES AR) GAR... ARE NOT NCLUDF_D CALCULATIONS. FILE Copy I understand that the Plan CITEtk aporCvals subject to errors and omissions and approval of plans does not aithorIze the violation of any .adopted code or ordinance. Receipt of con- tractors copy of approved plans acknowfadted_ Y 6;i'e. Pennit*lo. 90 I ,..... --, REQUIF.ED MeraliECHANICAL LECTRICAL ePLUMBING p 1 GAS PIPING CITY OF TUKWILA it-- 1 REVISIONS CHANGES SI-IALL BE LIA01 TO OF TIJ,<. V v acC ; L A FIK B 1P i • = BUILDING DIVISION Rec. Rm. Irl0rX26'6' DRAWING INDEX AL CODE NOTES A2. FOUNDATION & LOWER FLOOR PLAN All MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING Al. ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS SDI. LATERAL DETAILS SD2. LATERAL DETAILS Si. LATERAL WALL SCHEDULE Lower Floor Plan cc (.0 --- co in 0 CM CO (5) X OS cc cc cc 0 ti) IC 0 CO j co - 8 5 c\I cc , 1111E JOB NO 0022821 FROM: 0018421 SHEET COVER SHEET ffii ill 1 *P4AalltEaiNimgo, g, 3 , 6 Ng;0"iih$4 p 1 , yr Vii‹ i 04! li 4 R 1 ii; 1 K:Rri 1 il a .. U i li a4 ig: 4 11 ll 1 i Ir !R; f a 5 .4 i 1 4 i 01- iq . . . ,, S i ;,, i i ! g 1 1 4 a a t S 4 P P a g 'III' qii a 1 3.'1' 4 t7A' 'zi tigr-a kyykkivi0- , eR , lig< 4 Wj a ' 41 411 1 1r i:10 t ttilit sx-, lo a ' RI'..7:.- 't 0 .11 .. ? !R i' ? li [iikg : ; g : : ! g g il ira . = . 1! S S ... g g S g 2 g 6 -Rg.zt 1 1 1 i i ! P P P I F P R FT F I ikii:' I 6 aaq a a ip 4 w vu.r IniqN"" 400,1111;Lg !III La I i 1 111 .1i 0'12 ai 4 rill w4,% f, [:;; t 6 /4g a2. 1 1 1 ! ES 11 g gi iw F :; 411 II 14! as 0! IF g 1 ;1; - 1 5 5 1 I Ka i II I it I 11 k ft PPwPI "j !Atli 111; I 40 I II pot I g ; 1; TNI liPil l i flit' 0 !.., x-E,A -- 00--Iri"" 21 ,. rip TWilli gR 0 E I 1 1: ill111:11:11; 11 I 114 WR il 1 ligisi Awii pii i ,IK ti li ;4 ,,!! , lial 2'. El 1.4 ?Al 4111 k Iji kg• 161,si0 , ...4,111. 51 Will 1 1 Viiill i k- 1 OiT . T=4 R'i ,a S sg I§ 1 S g'i! wri mvP PAi 'dtkXAT A; . 05 1 " 04 q'.101 W1g14J5&1 41015eatd1WhliVil it IIITO 4 1: WINE100.14- I S 0 TAjw- pg 42 Notiw .8. d4 gl., ii a 1p I il gq iii f '.. ES 1 WittM v i lit iali if T g., Fq, I 5- i ?ii-i4 g t ( a Al 1-' i I 14 1 , a g s.Ri 'Fi." t' i ' " 1 K k Ok i ri 1 1 in - Z al i 5 Ri- 0 - . , ,6 11 6 1 a 1 w il s 1 .a ,- E li Ii -1 ' 4 ii il Fl. 1 i F q 11 t. 1 i i 0 w 1 as SHEET ft ----- I JOB NO. Kapp ler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 I STANDARD CODE NOTES We Y Delmiplm .. 7 1 „. ,, ,- --.- .. N. NE THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION, THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT ffii ill 1 *P4AalltEaiNimgo, g, 3 , 6 Ng;0"iih$4 p 1 , yr Vii‹ i 04! li 4 R 1 ii; 1 K:Rri 1 il a .. U i li a4 ig: 4 11 ll 1 i Ir !R; f a 5 .4 i 1 4 i 01- iq . . . ,, S i ;,, i i ! g 1 1 4 a a t S 4 P P a g 'III' qii a 1 3.'1' 4 t7A' 'zi tigr-a kyykkivi0- , eR , lig< 4 Wj a ' 41 411 1 1r i:10 t ttilit sx-, lo a ' RI'..7:.- 't 0 .11 .. ? !R i' ? li [iikg : ; g : : ! g g il ira . = . 1! S S ... g g S g 2 g 6 -Rg.zt 1 1 1 i i ! P P P I F P R FT F I ikii:' I 6 aaq a a ip 4 w vu.r IniqN"" 400,1111;Lg !III La I i 1 111 .1i 0'12 ai 4 rill w4,% f, [:;; t 6 /4g a2. 1 1 1 ! ES 11 g gi iw F :; 411 II 14! as 0! IF g 1 ;1; - 1 5 5 1 I Ka i II I it I 11 k ft PPwPI "j !Atli 111; I 40 I II pot I g ; 1; TNI liPil l i flit' 0 !.., x-E,A -- 00--Iri"" 21 ,. rip TWilli gR 0 E I 1 1: ill111:11:11; 11 I 114 WR il 1 ligisi Awii pii i ,IK ti li ;4 ,,!! , lial 2'. El 1.4 ?Al 4111 k Iji kg• 161,si0 , ...4,111. 51 Will 1 1 Viiill i k- 1 OiT . T=4 R'i ,a S sg I§ 1 S g'i! wri mvP PAi 'dtkXAT A; . 05 1 " 04 q'.101 W1g14J5&1 41015eatd1WhliVil it IIITO 4 1: WINE100.14- I S 0 TAjw- pg 42 Notiw .8. d4 gl., ii a 1p I il gq iii f '.. ES 1 WittM v i lit iali if T g., Fq, I 5- i ?ii-i4 g t ( a Al 1-' i I 14 1 , a g s.Ri 'Fi." t' i ' " 1 K k Ok i ri 1 1 in - Z al i 5 Ri- 0 - . , ,6 11 6 1 a 1 w il s 1 .a ,- E li Ii -1 ' 4 ii il Fl. 1 i F q 11 t. 1 i i 0 w 1 as 7 45° SLOPE 1/4 IN 12 APPROX. GRADE - 11E1 , 11E1 PORCH 3/.1"=1-0" NOTE: ALL WOOD IN CONTACT RI CONCRETE TO BE PRESSURE TREATED OR EQUAL VARIES / 4' V V EXTL=RIOR WALL FLcX)R FRAmiNe. PER PLAN sne STEEL IT INTO SLAB 0 ST oc BEAM PER PLAN POST PER PLAN REINFORCEMENT IRE-BAR) PER PLAN COMPACT FILL FROM FT, TO TOP OF PORCH FON. WALL /-10 1/2" CRAWL SPACE VENTS L CRAM SPACE AREA 591_ SF 2 CRAWL SPACE AREA / £0 = 3.9E) SF OF VENT AREA REQUIRED 3. TYPICAL VENT SIZE = 14•(8 (15% EFFICIENCY) = 56 SF PER VENT NET FREE AREA 4. VENT AREA .1' AS = GEE VENTS REQUIRED. 5 1 van swouN (SEE PLAN FOR LOCATION) VENTS x 55 = 4136 SF OF VENT AREA PROVIDED. 1. VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF 1/4 MAX 5. VENTS LOCATED IN R. JOIST MUST 5£ PERMANENTLY BAFFLED. 5500 501541 ;HITS DETERMINED 20-V Crawl Space Crawl Space Co ered Porch 2,-, PER VA) 20 (pp t4 Patio CONC. 6055 SOD 'V 7 • - WALL 4040 [ 2 i P-4 ) I PR-3) 1olw451 o Wit* Cordperer boa. -*vat) eLF_OM■011 crc eF Tre.galui VOW 'MI aft 1940,6.3. Rec. RM. cARFET 1 Ake. %Irv" STEP FCtNDATON ACCORDNG TO GRADE FOUNDATION/LOWER FLOOR PLArT I GENERAL FRAMING NOTES I FOUNDATION KEYNOTES I FP-1 ( FP-2) ( FP-3 ) FP-4) ( FR FP-6 ( FP-1) I FR-S) FP-10) ( FP-11 ( FP-I2 ) ( FP-13 FP-14 ) ( FP-15) FP-I1 [ Fp - ( FRIN (FP-20) FP-21 ( FP-22 (F FP-24) L SEE COVER 51-IEET FOR ALL GENERAL. NOTES AND REQUIREMENTS. 2, SEE TYPICAL MATERIALS LIST ON SECTION SHEET E SEE C.OvERS-EET FOR ALL NOTES AND REQUIREMENTS CONCERNINC.- rrEDJANICAL PLUM1666, AND ELECTRICAL 4. TRUSS DESIGN 13), MAME. TRUSS PLAN SHORN IS FOR GENERAL LAYOUT ONLY SEED', 5100 SHEET A-I - TRUSS LOADING SEE DI, 0100,, SHEET A-I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRUITING PLAN N. ROOF FRAMING SPACING, 24 o.c.. NATE ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION_ 1. RAFTER TAIL 2x4. vERIFY. S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS. ARE 450 DF 2 UNO. PROVIDE (1) TRIMMER STUD UP TO 4-0" SPAN AND (2) TRIMMER STUDS OVER 44Z UN.O. SEE DIV. 0E400 SHEET A-1 CONCRETE STEM WALL N' WIDE WITH ITN. 16,1' FOOTING. SEE DETAILS FOR ADDITIONAL INFOF3 SEE DIV. 3 SHEET A-I CONCRETE STEM WALL , WIDE WITH rIN.12,6 FOOTING. SEE DETAILS FOR ADDITIONAL INFOFUMATION, SEE DIV. 3 SHEET A-I CONCRETE SLAB ON GRADE SHALL BE 4 THICK STEEL TROUJELED FIN1544, IU1 i=x6 5L441114 UALP ON 4 GRANULAR FILL SLOPE 2" TO DOOR. PROVIDE THICKENED EDGE AT DOOR SEE Div. 3 SHEET A-1 6x6 POST ON ce66._ r ABOVE SLAB ON 36,36,5 MAT FOOTNG 04 SOLID SUBSTRATE 15/14) .4 BAR EACH WA, SEE DIV. 3 SHEET A-I CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE Div. 1 Si-SET A-I ALL CRIPPLE WALLS ARE 2x15 OR 3x4 e IST U.N.O. 14 MN STUD LENGTH PER LIE. SEE Div. 6 SHEET A4 4x10 BEAM LINE MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE Div.. SHEET A-1 4x4 POST (SCAB POST AND BEAM WITH 2x4) ON 90 FELT ON MAT FOOTING UN.O. PROVIDE 4x6) POST N SEAM SPLICE I POSITIVE CON- NECTION FROM POST TO FOOTING_ PER DETAIL 6/01. SEE Div. 6 SHEET A-1 6: MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIV. 1 SHEET A-1 ELECTRICAL SERVICE. PROvIDE (I) 2 1/2• SCI-EDULE 50 PvC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5/13,25 LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE Div. IS AND vERIFY tUi SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS. i-IvAc, ETC. AS REQUIRED 1554 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 010022 SHEET A-12.2 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24,24,1• MAT FOOTING ON SOLID SUBSTRATE W/ (2) *4 BAR EACH WAY OR D'XT STRIP FOOTING PER DETAIL 15/DI 301130111' MAT FOOTING ON SOLID SUBSTRATE W/ (2) VI BAR EACH WAY OR 151(1' STRIP FOOTING PER DETAIL 16/DL 36,36,12' MAT FOOTING ON SOLID SUBSTRATE WI (2) .4 BAR EACH WAY STUB STEEL 12 INTO SLAB e 126c FLOOR JOIST SEE Div.. SHEET A-1 AS BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 05100 GUEST A-I PROVIDE SOLID BLOCKING TI.IRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A-1 MIN. r CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN 15 BELOW SURRoUNDING GRADE 3 DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND 0 ,4 POINT LOAD FROM ABOVE W/ LOADING P INT LOAD TRANSFERING DOWN O PONT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER 5 e P HOLD DOM WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE usED ON FLOOR BELOW HORIZONTAL STRAP turn SIZE DESIGNATION POINT LOAD FROM ABOVE C INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE WALL BELOW NOTE: UNLESS OTMERWISE NOTED, ENGINEERING CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINS. EN JOB NO FRO M. TITLE 0022.1 00E421 SHEET RSIAR ON GRADE START FRAMING HERE Cohered Porch 2x P.T. LEDGER OF Ur OC START FRAMING HERE START FRAMING I -ERE F -S ALL FLOOR JOIST ARE II -1 /S TJI PRO 150 AT 152 oc VERIFY W/ MFG LAYOUT. SEE DIV. 05100 C,�OO � Y S T MAIN FLOOR FRAMING PLAN eSE. 5 4'.1' -0' I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES F -1 F -2 F -3 F -4 F -S F -6 F I f F F - 9 1 F -10 F -11 F -12 F -I3 F -14 F -15 1. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2, SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3_ SEE COVERSFIEET FOR ALL NOTES AND REQUIREMENTS CONCERNING- MECHANICAL, PLUMBING. AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF TRUSS PLAN SHOW 15 FOR GENERAL LAYOUT ONLY SEEDIV. 6100 SWEET A -I - TRUSS LOADING SEE Div_ 010001.A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24" oc. UND 6.ROOF PITCH - EXTERIOR PER ELEVATION INTERIOR PER SECTION. RAFTER TAIL 2x4. vERIFY_ S. ROOF TAIL AND RAKE OVER -TANG PER ROOF PLAN. s. ALL HEADERS ARE 4x10 DF '2 UNA. PROVIDE (I) TRIMMER STUD UP TO 4' -0" SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O. SEE Div. 05100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING_ SEE DIV.15 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS_ ALIGN EDGE OF JOIST WET-I FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL. UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST. AND TOP OF BEAM EXTENDS. UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST' WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE'. SUPPORT ATTIC SPACE VENT I SEE CALCULATION SEE Div 0)002 SHEET A -I FLOOR JOIST SEE SCHEDULE DWG. SEE DIv. 06100 SWEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE Div. 06100 SHEET A -I FLUSH - BOTTOM CF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOAN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2x6 OVERFRAMING a 24' OC_ PROVIDE 2.8 STRONGBACK PURLINE AND 2x KICKERS AT oc TO TRUSSES BELOW. 2X4 CEILING JOISTS ® 24' OC NT 4) 0 U 0 P ^ ▪ � 10 cp • i 0, A LL il# ▪ , cO 16. co T lb m SYMBOLS & LEGEND O POINT LOAD FROM ABOVE e" POINT LOAD FROM ABOVE - W/ LOADING ® POINT LOAD TRANSFERING DOLL. y ti� P ? e POINT LOAD TRANSFERING DOWN W/ LOADING H ANGER POINT LOAD TRANSFERED BY KICKER HOLD DOU1N WITH SIZE DESIGNATION yQ � P ? vERTICAL STRAP I DESIGNATION TO SE USED ON FLOOR BELOU ST-- - HORIZONTALS STRAP WITH SIZE DESIGNATION O. INDICATES BEAM CALCULATION WITS INDEXED NUMBER ® EXTENT OF SHEAR WALL TYPE OF SHEAR WALL __.__._.... WALL ABOVE WALL BELOW - -' NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED M. THESE DRAWING5 c R m EA SHEET TITLE JOB NO 0022821 FROM: OD1B4.21 21 / 805 • .36' WEE RA ILI'Y 36311 WOOD 5GD �, 0• EI ,0•,4E 147-0' Nook vINYL £� Family 23 CARPET ail 0 ,UI 9•�4 vINTL 11..1 TAL lit' I 6' -2 5'-31 - 5 V! • - � l' -81/2 • 10-0. 2x6 WALL ( P-12 ( ( J WI M 2x. WALL II 99A13H9 (9) k;UBd v —rv—iF �.y 1;\ \ 1s;\ \ � 1 LJ t -12 7 .. I P '2 _ 0 RIRI ! L a ,f t fc _ �, D I P -8 o I P -11 1 �I P -6 ) I P -IS ®I 1 Utility ( a .20:1"- -. _ I , 1� U2 ,0.14 .9•,EL I. v 1 _- I IIII' 1 IIII Ct� -3 12` 9509 Dining I P -3 l IIII CARPET .UI 0-,0L c - ( P -12 I 10-NE 100 V4' Garage GONG ( P -1 ) ( -24 , ( 13 SIC I , 1•'f•��y7 G _ I 1 L = 4' -1 1/2 • 1056 1 I 6056 1 - I Covered 1 GONG (CO sr: S'll U1' Porch T-3' / / 1 •36' HIGH RAILING 16070 OVHD DOOR 1 -10 Ir/ ( P -is) 16' -3 bzxa J' -to 1 /2). I P -9 ) 5' -10 � ' J' / 7, -• p -4 .,.�. 20-0. / 20`0• GLAZING CALCULATION TOTAL SF OF HOME 2887 SF TOTAL SF OF GLAZING 25315 SF TOTAL OF GLAZING 8.8 S SE 15 CALCULATED USE G THE REQUIREMENTS SET FORTH N THE WASH WGTION. STATE _ENERGY CODE REFER TO ADDITIONAL 7 CU"ENTATION TO SUPPORT METH OF PERFORMANCE COMPLIANCE -0' SYMBOLS AND LEGEND H FAN- DIRECT VENT TO OUTSIDE BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFM MIN. VTOS ® IUYJLE HOUSE EXHAUST FAN CONNECTED A 24 HGYUR - M IER- 100 CR1 MIN VTO ❑T THERMOSTAT ® 50 ABOVE FLOOR 0 110v SMOKE DETECTOR PER UBG WITH BATTERY BACKUP INTERCONNECTED (t) 24 HOUR TIMER TO UMOLE HOUSE FAN MECHANICAL, PLUMBING; AND ELECTRICAL SYSTEM FOR UNITS: PER. Div. ISIS SEE SHEET Al FURN A: PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SEC. 6055 ✓< UMC SEC. 303.4 D. 7E PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. MAIN FLOOR PLAN V4'.P -E I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I P -I 1 ( P -2 P -3 P -4 ) ( P -5 ( P - F') I PT ) P -s I P91 ( - ( P -11 ) ( P -12 P -13 P -14 1 WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO. UBC REQUIREMENTS. SEE DIv. 010028 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE' DI, 01002.8' SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DI, 010028 AND 9 SHEET A -I D. 5/8' TYPE IS GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. `,AEE SITE PLAN.FOR EXTENT OF WALKS AND DRIVEWAYS P -I5) ( P -11 I P -IS ) ( P -19 P - 20 ) P -21 I P -22 ( P -23 ) I P -24 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2" ENERGY AND AIR QUALITY INFORMATION SEE DI, 11 SHEET .4-I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV- 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST 094 SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL OCCUPANCY SEPARATION. APPLY (I) LAYER 5/5' TYPE TO 61118 TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TA FLOOR JOIST" SEE DIv. 010025 SHEET A -I 1 3/8' MN. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE. Div 010025 SHEET A -I STAIR ASSEMBLY NOTES PER USG SECTION 1003 A. HEADROOM MIN. 0-0 WIDTH MN. 3' -0'. B. TREADS 10 MIN. DEPTH, RISERS 8' MAX HT. C. HANDRAIL MIN. 34' TO MAX 35' ABOVE TREAD NOSING. HANDRAIL I UV MN. TO 2' MAX. CROSS SECTION DIMENSION AND 1 1/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S). E. COVER USABLE SPACE UNDER STAIR Wit 5/8• TYPE 'X' GUUB. (2) LAYERS e' CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS" SEE DIV. 010025 SHEET A -I. SAFETY GLAZING PER UBC, SECTION 2406 A, WINDOWS. WITHIN IS' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS' AND SHOWERS D. GLAZING IN DOORS 4) E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIv. 08800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV 08500 SHEET A -I IGNITERS FOR GAS REED APPLIANCES N GARAGE TO BE IS MIN, ABOVE TOP OF SLAB. SEE DIv. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NGN- ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIv. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' MAX RISER WITH 10' MIN" RUN F MORE THAN (3) RISERS. HANDRAIL REQUIRED PER UBC, SECTION HOE SHEET A -I 18324 CRAWL SPACE ACCESS. INSULATE AND WEATHER. STRIP. SEE DIv. 010022 SHEET A -I 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE Div. 01002.1 SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE 3' DIAMETER STEEL POST 36• GUARDRAIL PER UBC 509 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIv. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MIN. SQUARE FOOTAGE LOWER FLOOR 528 SF MAIN FLOOR 1209 SF UPPER FLOOR 1150SF TOTAL 2887SF GARAGE 531SF DECK / PATIO 310 SF CIr of SQUARE FOOTAGE IS MEASURED TO THE `I OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE PERMIT( INCLUDED IN CALCULATIONS U O U 0 C7 U E. Q S Q R ca [�t ca H • 3 • x 44 044 a g CS as Q SI (7 E. a rn F UPPER FLOOR/LOWER ROOF FRAMING PLAN ea. I GENERAL FRAMING NOTES 1 I FRAMING PLAN KEYNOTES I F-I ( F-2 F-3 F-4 F-5 F-1 1 F-5 F-s F-I0 F-11 ) F-12 ) F-13 ) I F-14 ) F-I5 ) L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS_ 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERENEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL_ PLUMBING. AND ELECTRICAL_ TRUSS DESIGN BY MARIE. TRUSS PLAN SHOlLN IS FOR GENERAL LAYOUT ONLY SEE DIV. 5100 SHEET A-I - TRUSS LOADING SEE Div_ 010001.A SHEET A-I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACES, 24 Co. AND. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4 VERIFY S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 5. ALL HEADERS ARE 4x10 DF U.NO. PROVIDE Ill TRIMMER STUD UP TO 4-0' SPAN AND (2) TRIMMER STUDS OVER END_ SEE DIV. 06100 SHEET A-I SYMBOLS & LEGEND o POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING B z , PONT LOAD TRANSFERING DOWN :1, FONT LOAD TRANSFERING DOUR 1.1.// LOADING 4Y, HANGER POINT LOAD TRANSFERED BY KICKER BACK FRAMNG AND SOFFIT AREA AS REQUIRED TO ALLOW FOR 14vAC DUCTNG. SEE DIv.15 SHEET A-I RAKED PONY WALL ON TOP OF LOU-ER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBER, ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM 15 FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A-I FLOOR JOIST - SEE SCHEDULE DU.. SEE DIV. 06100 SHEET A-I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGi-1T PRESSURE BLOCKING SEE DIV. 06100 SHEET A-I FLUSH - BOTTOM OF BEAM EVEN 11/ f3OTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM , BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DON BELOW JOISTS 2x5 OvERFRAMING o 24' OC. PROVIDE 2x5 STRONGBACK PURLINS AND 2x KICKERS AT oc TO TRUSSES BELOW. 2X6 CEILING JOISTS 24 OC .PYL .7e HOLD DOW WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW - HORIZONTAL STRAP WITH SIZE DESIGNATION 6 INDICATES BEAM CALCULATION WITH `..,2 INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL /)501 WALL ABOVE r--- —I WALL BELOW NOT. UNI_ES5 OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWING,. TrRE WALL LINE BELOW ROOF LINE BELOW P -4 0 Q WALL LINE BELOW ROOF LINE BELOW SYMBOLS AND LEGEND in FAN- DIRECT VENT TO OUTSIDE -BATHROOMS/LAUNDRY 50 CON MIN. - KITCHEN 100.. CFM MIN. -WHOLE HOUSE FAN 100 CFM MIN. vf05 WHOLE MOUSE EXHAUST FAN COM!£CTED A 24. HOUR TIMER - 100 CON MIN, VTO ❑T THER g 50' ABOVE FLOOR 0 110v SMOKE DETECTOR PER UBC '.. WITH BATTERY BACKUP INTERCONNECTED P 24 HOUR TIER TO WINOLE 1 -10USE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNIT5. PER Div. 15)6. SEE SHEET Al FURN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE. WITH MOTORIZED FLOW DAMPERS_ B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC. SEC. 6085 4 UMC SEC. 303.4 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. UPPER FLOOR PLAN Beal. 10.1 -0 Q P -4 ) \ \ \ 13 \ ' GENERAL PLAN NOTES FLOOR PLAN KEY NOTES l P -I ) l P -2 l P -3 ) l P -4 l P - l P 6 ) [ P -S ) l P -s L P -ID ) [ P -I1 ) P -12 ) P -13 )P 4) )P -15) )P -I6) l P -I1 ) l P -IS ) P -19 ) P -20 ) P -21 ) 1P -22) [ P -23 ) l P -24 ) SEE COVER SWEET FOR ALL GENERAL NOTES AND REQUIRErENTS 2. ENERGY AND AIR QUAILITY ISPOR TATICN SEE Div. IT SWEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE Div. S SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. OCCUPANCY SEPARATION: APPLY (I) LAYER 5/S' TYPE 'X' GWB. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE Div. 01002. SHEET A -1 13 /S' MIN SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHTFITTING SEE'. Div_ 010025 SWEET A -I STAIR ASSEMBLY NOTES PER UBC SECTION 1003 A. HEADROOM MIN. 6 -S•, WIDTH FIIN. 3' -0 ". B. TREADS 10' MIN. DEPTH, RISERS S' MAX 14T. C. HANDRAIL MIN 34' TO MAX 38' ABOVE TREAD NOSING., HANDRAIL I VI' MN. TO 2' MAX CROSS SECTION DIMENSION AND I ST MIN. CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING. AT STRINGERS TOP AND BOTTOM AND ADJACENT E COVER USABLE'. SPACE UNDER STAIR W/ 5/8• TYPE 'X' G.W.S. (2) LAYERS a CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL SE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS_ SEE DIV. 010024 SHEET A -L SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN IS OF FLOOR B. WINDOWS WITHN A 24•ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM CF STAIRS SEE Div. 05800 SHEET A -1 EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 05600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE IS MIN, ABOVE TOP OF SLAB. SEE Div. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO T0" ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX. RISER WITH 10• MIN. RUN F MORE THAN (3) RISERS,. HANDRAIL REQUIRED PER USG, SECTION 1006 SHEET A -1 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHERSTRIP. SEE DIV. 010022 SHEET A -I 22'x30' ATTIC SPACE - ACCESS -W/ 30• HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL. LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT vENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010024 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010020 SHEET A -1 C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DI, 010028 AND 9 SHEET A -I D. 5 /S• TYPE 'X' GLIB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36• GUARDRAIL PER UBC 509 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. 'B' VENT FOR MECHANICAL. CLEARANCE ALL SIDES PER UBC SEE Div. 15 SHEET A -1 PLANT SHELF UPPER AND LOWER LNEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 216 STUDS W/ R -I9 INSULATION MIN CRT' Or Tlin \ ".. L4 PERMIT CENTER Q F E. U 0 U C.) giCK ca F (n co w YE OD co 0 in C7 L() co (0 YE X LL O (A N N CO CO cti m p m 0 -3 VY A 1040 7 :_.._ :c..s- :. _.s I P -5 M. Bdr m CARPET. n -_- _, -., . ., <_ .� �zC) ...,.vim= 5036 TUB M. Bath 2¢ CARPET 3' -912' 3'-4' 2' -S ' � o / - , gal LINEN _ { 1 Y-r r. V2 9tLl Ea c , C ID VT05 - s 650 TUB/ SHUI2 ® ®I m L - R45 ® � VHNYL t P412 V - m z - - - _ S�BP - V2' 6' -3 Ul' I.� - v 1111 ,� _ n H z • ART LARCH W/ l ( .42' St-ELF ` P_ 61111 n = Bdnn #2 6 CARPET On QM "„1 m u DN. 5D.g SD. L _ R45 f� yam 5D 2 - 2.g - - - s -. / - SOBP I Vl• .. 6O BP � � n 3' -0 L4 - O SD- , 3' -5 V4' , 2' -5 V4' V-1314' 4 , Loft/ Opt Bonus/ Opt Blinn #4 CARPET _....(1 / &inn #3 CARPET 1 ) P -5 ) P -5 1 } f 3040 L- / 6' -6 3/4' _ 1 1 I \- 1 LJ 3 - ey /.. i _ ( 3 - S • 4 . -0, 6' -S V4 ,f / WALL LINE BELOW ROOF LINE BELOW P -4 0 Q WALL LINE BELOW ROOF LINE BELOW SYMBOLS AND LEGEND in FAN- DIRECT VENT TO OUTSIDE -BATHROOMS/LAUNDRY 50 CON MIN. - KITCHEN 100.. CFM MIN. -WHOLE HOUSE FAN 100 CFM MIN. vf05 WHOLE MOUSE EXHAUST FAN COM!£CTED A 24. HOUR TIMER - 100 CON MIN, VTO ❑T THER g 50' ABOVE FLOOR 0 110v SMOKE DETECTOR PER UBC '.. WITH BATTERY BACKUP INTERCONNECTED P 24 HOUR TIER TO WINOLE 1 -10USE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNIT5. PER Div. 15)6. SEE SHEET Al FURN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE. WITH MOTORIZED FLOW DAMPERS_ B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC. SEC. 6085 4 UMC SEC. 303.4 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. UPPER FLOOR PLAN Beal. 10.1 -0 Q P -4 ) \ \ \ 13 \ ' GENERAL PLAN NOTES FLOOR PLAN KEY NOTES l P -I ) l P -2 l P -3 ) l P -4 l P - l P 6 ) [ P -S ) l P -s L P -ID ) [ P -I1 ) P -12 ) P -13 )P 4) )P -15) )P -I6) l P -I1 ) l P -IS ) P -19 ) P -20 ) P -21 ) 1P -22) [ P -23 ) l P -24 ) SEE COVER SWEET FOR ALL GENERAL NOTES AND REQUIRErENTS 2. ENERGY AND AIR QUAILITY ISPOR TATICN SEE Div. IT SWEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE Div. S SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. OCCUPANCY SEPARATION: APPLY (I) LAYER 5/S' TYPE 'X' GWB. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE Div. 01002. SHEET A -1 13 /S' MIN SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHTFITTING SEE'. Div_ 010025 SWEET A -I STAIR ASSEMBLY NOTES PER UBC SECTION 1003 A. HEADROOM MIN. 6 -S•, WIDTH FIIN. 3' -0 ". B. TREADS 10' MIN. DEPTH, RISERS S' MAX 14T. C. HANDRAIL MIN 34' TO MAX 38' ABOVE TREAD NOSING., HANDRAIL I VI' MN. TO 2' MAX CROSS SECTION DIMENSION AND I ST MIN. CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING. AT STRINGERS TOP AND BOTTOM AND ADJACENT E COVER USABLE'. SPACE UNDER STAIR W/ 5/8• TYPE 'X' G.W.S. (2) LAYERS a CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL SE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS_ SEE DIV. 010024 SHEET A -L SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN IS OF FLOOR B. WINDOWS WITHN A 24•ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM CF STAIRS SEE Div. 05800 SHEET A -1 EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 05600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE IS MIN, ABOVE TOP OF SLAB. SEE Div. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO T0" ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX. RISER WITH 10• MIN. RUN F MORE THAN (3) RISERS,. HANDRAIL REQUIRED PER USG, SECTION 1006 SHEET A -1 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHERSTRIP. SEE DIV. 010022 SHEET A -I 22'x30' ATTIC SPACE - ACCESS -W/ 30• HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL. LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT vENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010024 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010020 SHEET A -1 C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DI, 010028 AND 9 SHEET A -I D. 5 /S• TYPE 'X' GLIB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36• GUARDRAIL PER UBC 509 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. 'B' VENT FOR MECHANICAL. CLEARANCE ALL SIDES PER UBC SEE Div. 15 SHEET A -1 PLANT SHELF UPPER AND LOWER LNEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 216 STUDS W/ R -I9 INSULATION MIN CRT' Or Tlin \ ".. L4 PERMIT CENTER Q F E. U 0 U C.) giCK ca F (n co w YE OD co 0 in C7 L() co (0 YE X LL O (A N N CO CO cti m p m ROOF VENT CALCULATION BASED ON 3 2-1/2' HOLES PER VENT BLOCK ROOF VENT CALCS BASED ON UBC SECTION 5053 TOTAL ROOF AREA SEE 5F/300 =852 5F OF VENT AREA REQ 65. S. AT EAVE = 424 SF REQUIRED 35 5 o. 36' (MIN) ABOVE EAVE = 228 SF REQUIRED 4 ROOF JACKS AT 50 5Q. IN. EACH -200 SQ IN.= 139 5F 118 LP. OF EAVE VENTS AT 52 50. INJLF= 656 5Q IN. =426 SF 2- GABLE END VENTS AT 2 x 2 = 24_ 5Q M=20 5F GABLE END VENTS AT x - SQ. IN: SF 2 GABLE END VENTS AT 24 DIA =58 SQ.. IN =,B1 OF TOTAL VENTS PROVIDED ROOF JACKS = 139 SF EAVE VENTS - 426 OF GABLE END VENTS = TB OF TOTAL SF OF VENTS PROVIDED = 675 SF • AREA MAY BE 1/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. UBC 150532 • EFFECTIVE VENT AREA BASED ON A 305, REDUCTION DUE TO I/4• MESH ROOF LNE BELOW WALL LINE BELOW UPPER ROOF FRAMING PLAN E4•.T =C GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I F -I F -2 l F -3 F -4 F -S ) F -6 l F -1 F-5 .) ( F -9 l F -10 ) F -Il ( F - I2 0-13 I F -14 F -IS 1 SEE COVER SHEET FOR ALL GENERAL NOTES AND 2_ SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNPIG i ECHANICAL PLUMBING, AND ELECTRICAL 4_ TRUSS DESIGN BY MAM E TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIY_ 6100 SHEET A -1 - TRUSS LOADING SEE Div. 010001.4 SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' OO UNf7 6: ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION_ 1. RAFTER TAIL 2x4. VERIFY. S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 5. ALL HEADERS ARE 4x10 OF 2 LINO. PROVIDE TI) TRIMMER STUD UP TO 4• -0' SPAN AND (2) TRIMMER STUDS OVER 4• -0' LINO SEE DIV. 06100 SHEET A -1 BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR 1-1VAC DUCTING. SEE DIV.IS SHEET A -I RAKED - PONY WALL ON TOP OF LOVER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS_ ALIGN. EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET. - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE. SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 00100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE. DIV. 06100 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN L/ BOTTOM OF JOISTS TOP OF BEAM FLUSH U/ TOP OF JOIST AND BEAM EXTENDS DOW BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR NVAC OVER BEAM AND BEAM BUMPS DOUJN BELOW JOISTS 216 OVERFRAMING A 24 OC. PROVIDE 2,06 STRONGBACK PURLINS AND 21 KICKERS AT oc TO TRUSSES BELOW. 2X6 CEILING JOISTS a 24' OC 43 0 N� U zc r Eg 0 1 /mil 04 ga 1 F O E" r 03 C) t^ LC) _♦ co co • x CI) co g O Ca A ` LC) W N 4 SYMBOLS & LEGEND y POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING B POINT LOAD TRANSFERING DOWN e V POINT LOAD TRANSFERING DOWN WI LOADING e� HANGER POINT LOAD TRANSFEREE, BY KICKER / y� HOLD DOWN WITH SIZE DESIGNATION vERTICAL STRAP WITH SIZE DESIGNATION y TO BE USED ON FLOOR BELOW STxx HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH L'J INDEXED NUMBER EXTENT OF SHEAR WALL 10151 TYPE OF SHEAR WALL Cm OF T mow' WALL ABOVE i "' " - ^"1 WALL BELOW 1 is NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRA JOB Na FROM: 00184.21 SHEET 0022821 A6 III11111111111111111I]I HORIZONTAL sDDING - TYP_ 5,12 HORIZONTAL SIDING - TYP. 11111'1111111111111111 SIDE ELEVATION 5mb uB••r -m' 24' DIA GALE END VENT-, TOP PLATE INN HDR T. UPPER FLOOR (UN. HDR HT. r �o MAIN FLOOR T r rt INK HDR HT. LOWER FLOOR REAR ELEVATION grab w.r•0' SIDE ELEVATION sub Im.r -m TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) COMPOSITION SHINGLES (DIV. 010005) BUILDING PAPER (DIV. 7) 30# BUILDING PAPER SHEATHING: (DIV 6) 7/16 OSB OF EQUAL FRAMING: (DIV. 6) PER PLAN INSULATION: (DIV 7) R•30 BLOWN4N SOFFTT (DIV 7) YY.RE -SAWN PLYWOOD GW& (DIV. 9) sir GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) WOOD SIDING (DIV. 01005) BUILDING WRAP: (DIV. 7) 15# BUILDING PAPER SHEATHING: (DIV 6) 7/16 OSB OR EQUAL FRAMING: (DIV. 6) 2 X 6 STUDS AT 16 INSULATION: (DIV 7) R49 BAIT W/ INTEGRAL VAPOR BARRI GW& (DIV 9) 1/2' GWB FLOOR CONSTRUCTION FLOORING: (DIV 9) SUBFLOOR 6) FRAMING: )IV N 6) INSULATION: (DIV. 7) SOFFIT. (DIV. 7) 1111111111111111111111 TRIM_(DIV 6) WINDOW: HEAD: 2x4 (WITH NO BRICK MOLD) IAMB: 2x4 SILL 2x6 CORNER BOARDS: INSIDE: 2x2 OUTSIDE 2x4,2x3 FASCIA 2x8 UNO FINISH PER PLANS (DIV. 01005) 3/4' TOO (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BATT 1/2• RESAWN PLYWOOD 51 r Bckm #3 FRONT ELEVATION Grab V4'.P -D' P-ER 'PLAN Hall "u4 II ® SIM.I 1 Hall - FUR JOISTS PER PLAN - 15 M. Bdrm. Nook (FAMILY BEYONND) BUILDING SECTION A -A s cab v4•.r•o• C I ; J1 VAR 2 2 TOP PLATE UPPER FLOOR TOP PLATE MAIN FLOOR TOP PLATE LOWER FLOOR RECEit' `J PERMIT CENTER rh a) 0 Q U 0 F- TOE SHEET Al OP DOWEL , TOP SLAB >-,„ TOP OF FIE NOTE BASEWED 51.. MUST BE IN PLACE PRIOR TO FULL BACKFILLNG OF WALL NO MULATION BETWEEN BASE1ENT SLAB AND 5TEM WALL TOP CF SLAB \TOPCP J-BAR i TOP,OF SLAB >t, TOP OF PM "§) FIN. GRADE 3/4"=1'47( T-4• FOUNDATIO D TAI 2x TT C.LEAl2 f g 1_ ), A, a• r-�' FOUNDATION DETAIL 2X4 TOP PLATE GAR DOOR .12 (SEE REMG. FLAN FOR 512E) NAL SLEATHWE TO 14.2 UV Ed RAU • 3 0.* 514/2 tUALL Loo VIO. ON MR WALL SOED. 2-2x4 STUDS-NAIL SWATHING EV tid NAL.5 *TOL TO EACH MD .0. CN SLR WALL SCIED. NAL Ed NALS • V 0.* ALL FiTS.14DRS_ STUDS UN.O. CR SLR MIL SCIED. 2-.4 AT ANY SHEATHING JOINT TAG 0.533. SHEATHING MEL/ STN. STRAP 1TE ANQ4RL TO BOARD FORK EEND LP AFTER MERE. CURE. USE 3846.2 1/3 NALS .0. 2-2X4 ELATES, NAIL SLITG. TO EA PLATE (D5/Er ABAW T EMBEDMENT .0. ONO. SCLED. CCNTIMOLIS FOOTING 6 1 4 - FOUNDATION \ 3/8 APA LATERAL RESTRAINT PANEL CRIPPLE WALL 03/47,r_cr os,op-o-aw. - TENTLINE ?"_, IN 2, 4 FERE Frs. DRAIN Ill/FILTER .13 BAR CCNT 401V. 3 SLUT A-U SOLID SUBSTRATE , CONC. SLAB OVER 4" ROCK OVER vAPOR BARRIOR fr ATFPPFr1 Fell INIIATICIN flFTAII 51.610 ABM 2 SO_ STEEL ELATE WAGERS • 4 OE (DIV. 3 SLEET A-1/ DEEM NCRED CR SEAMAN, SOEDULE 1 MN. EIVED. .4 BAR TOP • vERT. EAR • te oc.FILL WENT OF TUALL 4131M 3 SLEET .44/ VERT...143AR • 6 oc (DIV. 3 SLEET A-D DAMP FROCPNG DIVA S.rt All 4 NOR. BAR * co T., OVERLAP,. (DIV. 3 SWEET A-1/ 545 AB. ILV 250,316 5. STEEL PLATE WASHERS * 4 OC. (DIV. 3 SLEET A-U EXCEPT AS NOTED CN WEAR.. SCHEDULE 7 MEL EMBED. .4 BAR* TOP 4 vERT. BAR LEW oc, FULL • CPWALL (DM 3 SHEET A-LI S vB21'..7-13AR * oc MI, 3 GREET 4-17 • 44,67Z BAR . oc MI, 3 BEET A-17 .4 BAR . oc (D1,3 514ET A-1) DAMP PROOFING D1,1 5141' AD 2 CLEAR 45/ E4 BAR CONT. (DM 3 BEET A-U 50LID GEESTRATE 4,CNC. N.A13 OvER ROCK OvER vAPOR DARRIOR PER FLAN TTP. FLOCR FRATIE6 PER ELAN (DN. SIEET A41 BLOCKING OvER SEAM TIP FLOOR FRAMWE PER PLAN (DM 6 SEE A-I/ np. EXTERIOR MALL CCNSTRUCTEN PER PLAN (DM SET 44) LOCATE SLEATNNG JOINT * CCM. MEMBER RE1 BOARD LOCATE SHEATHNS JOINT CLMION MEMBER CRIPPLE WA)L PER PLAN SEE FCUNDATION DETAIL./ TYP aCCR FRAMER PER PLAN (DIV MEET A-U TTP. EXIERIOR WALL CCNSTRUCTION PER PLAN (DM 6 SHEET 4-1) RW1 BOARD SIM Lawn OF I, P PE 4) e3C T IE 4 73 (DM 6 SHEET A-1) 5EE ECOBANCI4 DETAIL. ( .-,-CRIPPLE WALL @ FOUNDATION r.i DETAIL V723/4'.-1-0' moo-osao0-07_1 TYP EXTERIOR WALL CON5TRUCTICN PER FLAN IVIv. GEET A- D TM FLOOR HEWING PER PLAN (DM BEET A-17 5CLID BLOCK.. OvER SUPPORTS LOCAIE SEAT.. JONI' . =HON NEMER RIM BOARD r COTT. SCMT vENT Vr REM. PL1110CD * SOLFIT TREATiED MID SLL SEE FOLNDATICN DETAILS •=* CANTILEVER FRM'G AT FOUNDATION 3/41-0 PCIRT/MOTINA cnnINFCITION aerov,a38,1,1-02._T:h FOUNDATION DETAIL 3/4'=T-0' FURRING DETAIL veer-o- SLAR e STEM WALL TYPICAL Dimwit WALL CCNSTRUCTICN PEW KAN (DM SEET A-U e AIR SPACE 6.ERILD66 PAPER NOMBIS BE 1145CIRT 7E6M2 7E TO FROM EV.2 52. FT. TM 4 Oust AR rtaSceiRr ,EpEER CONT. FLAB.. 'BEEP DOLES* 4 0 I OD DEATED 511 (DM SEET SEE PCOVAITal DETAILS 3 VT RWI WARD -ERRING WALL E AIR SPA.M 6 NO vERFT w/ GRACE CCNTORS NOM MS OFT.CN NOT EE tEED AT 94E. WALL. TTP FLOOR FRAME. PER FLAN (DIV 6 MEET 44/ ▪ ECIEFEER MEL =WRETCH pae PLAN., 6 BEET A-D LOCATE EEADDE JOIE cal.1041IBEER Et0C73. OR JOST . WV- VAPOR BARRER DA, FROOFt. (DIv.15NT AI / SEE EC:OVATION DETALS FOUNDATION/FRAMING CONNECTION 03300-00003-18 03/4"--/-0" ossoe-oemo-os 4- EXT. DOOR THRESHOLD DETAIL 3/4W-0" HANGER OPTION GLOB. TYP. (DIV 9 SHEET A4/ INTERIOR BEARING WALL (D)V 6 SIEET 4-)) VT x 16V A5.• C (Div. 3 SHEET A-I/ a.Aa CN GRADE FER FLAN (DIv. 3 MEET A-I/ VAPOR BARRER CCNT. SPREAD FT. PER PLAN (DM 3 514EET A-D • 45" (2/ .4 BAR CCNT. (DM 3 SLEET A-I/ Ed. DOCR AND FRAME (DIV. SHEET A-11 DOOR THRESHoLD ELASHNG AS REoo. (DIV 1 SHEET 4-1/ NERvESTRAL FLAW.* CCNC. SLAB OVER 4" GRAVEL BED (DIV. 4 SLEET A4.) 2,2 TREATED TRESNCLD TRIM RR1 JOST TREATED ME SILL (D)4 SIEET 4-1/ *4 VERT. REBAR FRO1 STET WALL STUBBED INTO SLAB TTP FLOOR FRAME PER 11.4. (DM 6 SHEET A-U RI. WIDTH TREATED MD SILL LIALEER PER TEG rrp. FLOOR FRAM. PER PLAN (DIV. 6 GEET 44/ 4" C.C. SLAB OVER GRAVEL BED (DIV. 4 SLEET A-I1 TREATED MID SLL (DM 6 GEET A-11 r AIRSPACE TYP. El VERT. RE-BAR FROM STEll MILL STUBBED INTO SLAB POST AlEj BEATIFER RAN 1:::\ FRAMING/FOUNDATION CONNECTION FN. GRADE. _TO DOOR AND PRAM (DM SHEET A-U DOOR THREVELD FLAWING AS FEM. TOP CP J-BAR (DIV.1 SHEET 44/ r NEWESTRAL FLABIITE FOUNDATION DETAIL 314 112,610• AO 2,23116 aa sae_ PLA1E 0ASHERS 0.C. (DM. SFEET A-D EXCEPT AS NOTED ctiawasfautt. 1" MILL EMBED_ koRm BAR VT 0.C, r-e, CORER OVERLAP (DIV, SHEET A47 .4 vERT. BAR SAME AS STUB STEEL 1).4c0 (Div. BEET A-0 TIGHTLIIE DArFPROCFINa COM SHEET A-0 •4 5111B STEEL FRCti FTC, e Ts or_ TX, 3 BEET A-D 4' FEW ETE DRAIN DANLIB2 IN 24 GRAVEL BED (014 2 SWEET A-)7 SOLD SUBSTRATE •4 BAR CONT. MN: 3 6451 4-)) EL VERT. J-BAR * D oc (Div. 3 SHEET A4./ .4 NOW_ BAR *10 1 OvERLAP (DIV 3 SLEET A-D TIGIDLINE 4' PERP. Frt. DRAIN BRUER 24. GRAVEL 5ED. ENV_ 2 MEET A-11 (4/ *4 BAR CONT. DDIV. 3 SLEET A-U SOLID ReSTRAIE CANTILEVERED RETAINING WALL NOTE FOOTING DOES NOT SLIM IN NB ammort Fool. SPANS NORECITIALLY. TCP CP SLAB GRADE 111 I/2 CLEAR O EXT. DOOR THRESHOLD DETAIL 0,FOUNDATION DETAIL 3/4.-4-cr 314--(r FRAMING PARALLEL TO STEM WALL l-o• 40 50445 (2, .4 BAR* TOP TTP. FLOCR FRAM. PER FLAX (Div. s SLEET A-1) V2 AS. EU 2,0,34E 60. STEEL RATE EMBERS 0.C.,C4, 3 SHEET A-17.CE A5 NOTED CN BEARII4L1_ ScNEDEILE rilk. EMBED. (21.4 I3AR • TOP vsERT: BAR e oc, RILL 14EIGIO CP OWL, (DIV 3 SWEET A4) DAMP PROCRNG ( DIM 1 SU AD 401)40-001)00-22 -cer401)40-001)00-22 .4 VERT. BAR • Tr oc.IIIILL NE.T CV WALL (DIV 3 SLEET A-D E VERT. J.EAR * oc (DIV. 3 SLEET A-D .4 PORI. BAR * oc (DIV. 3 GEET 4-1/ PERP. FWG. DRAIN WRILTER 24 GRAVEL mo. (DIV. 2 SHEET A-I/ 0.3' TYP. EXTERIOR BALL 0186150100 0186150100 CA4 PER PLAN (01, 6 SHEET A-17 LOCATE BEADING JOINT . COMMON MEMBER WSW& AB. LW 2542,3A6,12. STEEL PLATE 1)8414884 • 4 O.C. 4DIV. 3 SLEET A-DEXCEPT . NOTED ON 514EAREALL 504EXLE 7 MWL EtIGED. .4 BAR • T2 LL2 (DIV. 3 SWEET A-U TIGITTLEE DAMP PROCR. DIV1 5147 All r CLEAR SEE FOUNDATICN DETAIL./ 44/ .4 DAR COE. (DIV. 3 SIEET SOLID SUBSTRATE TREATED MUD SILL T.ATED MUD 5LL 1 SEETT;OLAID„0:R1TION (Div E. SWEET 44/ - , 1.1FRAMING/FOUN DATION DETAIL CENTER l',;•,`:1 2 2 'I", FRAMING PERPENDICULAR TO STEM WALL JOB NO TITLE 6 '2 P 6 WAL SiErA 5 -1M IIC*':' LOCATE SHEA.. Jo. SOLID BLOCKING • RIM JOIST E COMMON MEMBER PONT LOAD BEARING PER PLAN WALL SHEET 3/4 f-O TYP. DECK CROSS SECTION DELETE RAIL UAHEN FINISHED DECK ELEVATION IS 30' OR LESS - ABOVE FNISFED GRADE 2x6 2 A 5 12' OC (CLR DIST. STN NOT TO EXCEED 4' SOLID BLOCKING OVER SUPPORTS 5/4 x 4 1K CDR DCK'G ATTACH LEDGER W/ 2 ROWS OF T2' LAG BOLTS AT B oc TYP' TM FLOOR FRAMING PER PLAN 2x PONY WALL 4x BEAM (SIZE TO REDUCE NUMBER CF POSTS • 2 STORY CONDITION OR U IEN POSTS EXCEED 4' M LENGTH SCAB W/ 2X4 EA SIDE 2z GREATER DEPTH THAN JOISTS) FIMS• LANDSCAPE GRADE TOP OF PIER FLUSH WITH ERIE)) L GRADE f I BELOW FINISH LAND5CAf ° MG) IY MN ON SOLID SUBSTRATE BELOW GRADE V'31 V, It 3/4=t-0 ' . SECTION © BEAM 3/4' =f-0' BNF9_ - EXTEND 8' ABOVE BAIT. UBL OR EWE VE ELOWN N5UL TTPICAL ROLF COSTFICITCH 2' NLNL CLR FOR VB(TPIG 2X BLOCKING SIN (3)2 VC • HOLES UM 5LR®4 SEE ELEVATION EXPOSED TREE TAIL. TTP GUTIEfR FASCIA FOE ELEVO1TGW (TYf? EXTERIOR WALL CO6TWACTWV FLASHING (DU T SEEET N) DEL ORGTRDERTRES(PER FLAN) (7YP)ROLFCObTRUCTION FRAME OVER WALL DETAIL illIERESTEi M • 48 C. AT OUTSIDE FACE CF WALL Y MN CLR WR V64IB.ATIO( BLOCKING BEMs FER FLAN RAFTERS FETE FLAT) FREL ING FERFLAN FLARE WELL DETAIL ® SKYLIGHT 3 "4-0' L WALL STUDS BEYOND DBL BT. BLOCK AS NEEDED SEE FLAN SEE PLAN FOR M R75E t RN D8'6NSK.MS 3/4' PLYWOOD RISER 1 V3 HARDBOARD TREAD WV EASED NOSEY 3 2z SWINGE. TTP UNO. CENTER STRMER WITH 2 - 2xA STRONG BACK TTP. NAIL WALL STRINGERS W) (2) Kd TO WALL STUDS 5B' TYPE'X'.11B. AS RECUIRED SEE NOTES BELOU 2n KICKER FLAIR TTFICAL ROOF CONSTRUCTION 7TFICAL FLOOR COS STRUCTION I•48 O AT _ ON WALL -. __.. OUTSIDE SEAR CA WALL IND SEAR SCFEDLLE 2X BLOCt E4 WTN (3)2'♦ FTOLES 9LTN 5C1E@I ` ID POSED RAFTER TAIL . , / TTP. GURER Rift PLAN FASCIA PER ELEYATILN EAVE DETAIL 3/4 =T-0' I HEADROOM MIN G -E', WIDTH MN 3 -0' PER 4. INSTALL FIRE BLCOIS4S.. STRNGERS TOP USG WOWS a BOTTOM ( ADJACENT WALL(S)FER UDC 2. TREADS S MN DEPTH, RISERS 8' MAX HEGHT SEC. T082 3. HANDRAIL MIN 34' TO MAX 38' ABOVE TREAD S COVER USABLE SPACE I DER STAIR VITA NOSING. HANDRAIL I VY MN TO 2' MAX CROSS 50 TTFE x' GCS, USE 2 LAYERS • • SECTION DIMENSION (I UT MIN CLEAR FROM CEILING AREA - PER WALL: RETURN RAIL ENDS PER MC SEC 120 8.S 8. NTER1'EDIATE BALUSTERS SHALL BE SPACED. 4' APART NET CFENNG PERUEC SEC 5033 TYR EXTERIOR WALL CONSTRICTION O GABLE END DETAIL 3/4=f-0' STAIR SECTION DETAIL (GABLE END DETAIL TYPICAL ROOF COLSTRICTION (%10 LA6X - 07300 -12 TRM FER ELEVATIC S BARGE TYP. SEE ELEVATION( 2X4 BACKER FCR BARGE - NALL V a1 SHEATHING NTH Ibd • OC. TT?. 2x4 2x2 CIRRK.ERS • 4' oc WTH.' BE7flEEN FOR1Potl. BLOCKBG AT CELLING LINE 2x4 LEDGER • NT CEILING (TYP. EXTERIOR WALL CONSTRICTION) BALLOON FRAME GABLE END WALL EAVE DETAIL 31e=1-0' EAVE DETAIL 3/4''=f-0' ( EAVE DETAIL BAFFEL - EXTEND 8' ABOVE BATT NSUL OR O' ABOVE BLOW( NSW.. (TYP: ROOF CCNSTRUCTION ) 2' MN. CLR FOR VENTING NI • 48'O.G AT OUTSIDE FACE OF WALL WOCN' SHEAR WALL .SCFEDW-E 2X BLOCKING WITH (3) 2 . • HOLES NTH 50W/EN '.. 1 SF_E ELEVATION EXF'05E0 RAFTER TAIL j - -(, (TYP GUTTER) FASCIA FER ELEVATION (TYP. EXTERIOR WALL CONSTRUCTION) TYPICAL ROOF CO BTa1CTICN 2' MN CLR FOR VENTING HI • 48• -AT ClITSIDE FACE OF WALL UNO OI SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) Y HOLES NTH SCREEN 2X3 BLOCKING TYP. EXPOSED RAFTER TAIL Tip.. EXTERIOR WALL CONSTRUCTION 03100 0730d-O3 REEIY_D CIT O C TLKV - ; rLA FED 1 3 200 TITLE JOB ND 1 g !ip• A t ®It ®A�Lf� A 'MEW TOP PLAN PE E .. FER EOftGH PLATE HALM PER EWGE H T SCHEME PANEL EDGE EELD NAILNG P ER SCHEDULE TJI ELOCKPIG TYR TA FLOOR CCNSTPX11 4 TTP,AYLL. CONSTRJCT1249M MALL SEAM. F13250E04 ROTTED PLATE NALFG PER SEARUALL SOEDId.E PANEL EDGE c FOLD 1444.1. PER qpE N TJI FLOOR JOISTS FER FLANt SHEAR WALL PARALLEL TO FLOOR JOISTS ALIGN TJI FLOOR JOIST MULL T PE � R � 'sw_aA1 u A LL ' SCJm. TYP TA FLOORCONSTRCTTEF WALL MALL CC STRICT WAL WDI L SEATNPG DU. PER SOEE NAIL RCOR SHEATHING -.. THIS AREA WIN ▪ da V or. EDGES B d N 10 oz. FIELD BLOCK ALL EDGES b el a S. oz. PLYWOOD TO BLOCKING BOTTOM PLATE NAILING PER SHEARLALL SCHEDULE PANEL EDGE t HELD NAILING TJI BLOCKING BLOC: ALL EDGES PANEL EDGE 4 FELD HALM PER WEOULE TOP PLATE NALPG PER SEA ILL SCIEDILE TYP WALL CONSTRUCTION IBM MALL SFEATHUG PER SCHEDULE TOP PLATE NAILNG PER SEAR ALL SCHEDULE TP. MALL CONSTRUCTION OATH WALL SHEATHING PER SCHEDULE EXTERIOR SHEAR WALL \ PARALLEL TO FLOOR JOISTS 3 /4=f -0 I zonmcromu 1111 I 1 NAL FlOORSIEATFR TIES ARES ism TO d• 6'oc EDGES b ds IV oc FELD BLOC: ALL EDGES 1 511.5EI HC.DONN PERPLAN AND SAEARUALL SCHEDULE SRPSCN HOLDOLN STRAP PER PILAW AND SHEAR IUALL SCHEDULE AEDSL PETALS FOR FO NDATION CONDITIONS ANCHOR BOLT PER SHEARUALL SCHEWLE WALL T . TOP PLATE NALP. PER SIEARMLL SCHEDULE PICAL SHEA7HP ATSE G CON,'PER iR1CT10NIORSCHEDULE W BOTTOM PLATE NAILED TYP TJI FLOOR CONSTRICTION. PER SHEARU41.L SCHEDULE I I B PL OTTOM ATE NNAILING PER 5IEARUALL SO :DILE RATE', oz. FCHAD. TO RIM JOIST PANEL' FELD NAILNG TTP: EXTERORNAtI CLNSTRELT GN Y WALL SHEATHING PER SEDU,E T1P.7A FLOOR COTSTRUCTION 7x4 PANEL EDGE BLOCKED ROTTED PLATEE NALNG PER SEAR WJ:L. SGEDILE b dTE' oc.PLYUO.TO Flit! JOIST JON PEEL EDGE ON CO'HON MEMBER. GE PANEL ED NALMG NTO CO1'K)N P9113132 PER SCHEDLE IERORMALL CERE Si EN UN WT a. alai SWATTING PER SCIE IL DE TYP.TA FLOOR CONSTRUCTION FLOCK PANEL EDGE PER SCHEDULE TAP MU- CONSTRICTION INN EATER MALL S. FERSCNEDULE P_ TI TA FLOOR CONSTRICTION EOROII PL.ATENALPG SH PER ETERE.LL SCHEDULE d NAL • . 6'o FLY. TO RIM JOIST PEEL EWE 4 FELD 14411.1. PER SCHEME d NALT 6' oc RIND. TO TJI ELACIQE TOP PLATE NALNG FER.EEATUTLL SCLL EDE TYP WALL CONSTRICTION NTH NALL STEAM. PER SCHEDULE CANTILEVERED FLOOR JOIST 3/4=1-0 nE -T =n® SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 0 FOUNDATION 3/4'=f -O' A a SEE PLAN JON PANEL EWE ON LOTION miss, PANEL EWE NALPG.INTO canal FEDRER PER SCHEDULE PANEL EDGE AT BOTTOM OF SILL PLATE EDGE NAILED PER SOEDILE ANCHOR BOLT PE SCHE F (SIH SEE ARCS DETAILS FOR FOUNDATION CONDITIONS TOP PLATE NAILED PER SFEARUTLL SCEDULE ANCHOR BOLT PER SCHEDULE NEE Atd;a DETAILS -OR :`. FOUNDATION CMITIOS TYPICAL GALL CONSTRICTION 0154 WALL SHEATHNG PER SCHEDULE TYP. TJI FLOOR CONSTRICTION BOTTOM PLATE NAILTSIG PER SHEARLWLL SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION - 3/4 =fO' 17 - O2 TJt TYP FLOOR CONSTFdLETION —� TAP. EXTERIOR WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE I N' FJ BOTTOM PLATE NAILING PER SLEARWALL SCHEDULE JON PANEL EDGE ON CaT1ON PENBER. PEEL EWE NAILING INTO COITION MEMBER ER PER SCHEDULE CRIPPLE WALL (DN. to SHEATH CRIPPLE WALL SAME AS SIEARUALL ABOVE OR PER SCHEDULE PEEL EDGE AT BOTTCI CE SILL PLATE EDGE HALM FER SCHEDULE ARE ARCH METALS FOR FLVMDAT. CONDITIONS SHEAR WALL 0 CRIPPLE WALL CRIPPLE WALL (DM 6) SHEATHING PER SCHEDULE PANEL EDGE 4 FIELD NALEE PER SCHEDULE E ANCHOR BOLT PER SEAWALL SCHEDULE II L `y "ii�J� 171.4 BAR COHT. (DIV,d { 1 IJ �rT ,�•J WL' 22 LNJ N += 314 =f-d3 17sTL _ TJL 7 ZO?R CITY c ?UF FEB - 3C PERM I CEN-1ER F W JOB NO.: —. SHEET 6 SHEAR WALL TTP. MALL CONSTRUCTION NITM WALL SHEATHNG PER SCIEDY.E BOTTOM PLATE NALNG FER AREA eater TA eux...Y TYP. TA FLOOR CONSTRICTION TO FLOOR JOISTS 3PERPENDICULAR 3/4�� 17610-55-40- NAL FLOOR WEAVING THIS AREA UM d• 6'oc EDGES ID d•10'ocFIEW BLOC: ALL EDGES STRAP TRANSFER 0 JOIST TM. LULL CONSTRUCTION MITE MALL SWATHPG PER SCHEDY.E TAP. TA FLOUR CONSTRICTION BOTTOM ELATE NAL.. PTSR SHEAERNLL SEEDU.E b d NAL • 6'oc FLY.. TO RPM JOIST PANEL EDGE 4 FIELD NAILNG FER SOARED STRAP FER FLAN .- see MEER ISM JEST TO TJI » STIFFENER TA BLOCIQG TA NEB STENGER EA SEE wRRGLE TE 0410-7 HURRICANE TIE AT DBL JOISTS) TOP PLATE NA.. PER SWARM. SCARRED TTP WALL LOSTRICTION ANN MALL SHEATHED FER SGEDILE SHEAR WALL PERPENDICULAR TO FLOOR JOISTS OPERPENDICULAR =TO FLOOR. JOISTS 3/4 ter_ €N 5 3 /4T =f-O 17810-06100-OLTJE SHEAR WALL PERPENDICULAR ® TO FLOOR JOIST - OFFSET CONDITION 3 /4'= T- O' , _TJ 1 SHEAR WALL PARALLEL NAIL FLOOR SHEATHING THIS AREA WTIA 10 d • E.' oz. EDGES 10ds10' FELD BLOCK ALL EDGES BOTTOM PLATE NAILNG PER SHEARUALL SOARED PEEL EDGE 4 FIELD NAILNG PER SCHEDULE TJI FLOOR JOST5 PER PLAN TJI BLOCKPIG'N ALL PANEL EDGES PANEL EDGE 4 FIELD NAILNG FER SCHEDULE EXTERIOR SHEAR WALL POOLE STUDS AT HOLDCUPL CONDITION TYR WALL CONSTRICTION UATN WALL SHEATHE. PER SCHEDULE TTP. TJI FLOOR CONSTRUCTION TOP PLATE NAME FERSE.AIRWTL1 ECEEDULE SHEAR WALL / Tn PI (Inn .IAIAT- fFFAPT CnNnITInNi /1 WAI I HAI nfWN /:\ CRIPPLE WALL INTERIOR sniff HEANUALL PER PLAN AND SEAR ALL SCREDULE DOUBLE STUD NOTOII PLATE NARNG PER SEAWALL L SAEORE TJI BLOCKING BEAM PER PLAN () HOLDOWN 3 STRAP AT CRAWL SPACE 3 /4tW -O' TTN? WALL CONSTRUCTION MN WALL SLAVING PER SCHEDULE (A ) HOLDOWN STRAP AT FLOORS OFFSET DRAG STRUT 3/4 d-0' TRUSS OR BENZ PER PLAN DRAG STRUT CONNECTION 3/4"4-0' NOTE: OEN MSS ALNE6 W WALL 115E AN ASS OLP OR A35P CLIP BERM TOP PLATE AND TRUSS BOITOM =RD PER 51NE412 l4LLLSCFEDULE INTERIOR SHEARWALL TO ROOF COND. 3/4' =f-0 I N T3EO ON 3/4"=T-0' SHEAR ALL \ PLYWOOD ROOF CONDITION TRSS PER PLAN WIN SWATHING PER "' . SILARIWJi sctEou.e I6d TO MATCH SWEAR- WALL NAILING BELAU 2x KWH Rd TO MATCH %EAKIN I NAILING BET.CW '. IWO TOP PLATE ROOF SEATHNG 8d AT 4'oc TRFS PFSR PLAN' I.. WITH SIFAIM. PER SFEARTNLL SO ECILE Rd ATV or-. 'ANAL • 4' o.c. EA A TRYS/ER NAL MCP SEATHIM PER SCHEME. TYP_DCER10R WALL CC SLRCTIRN INN!LAU SEATING. PH25COEDILE BLOCKING AT CEILING LINE TYPICAL ROTE CONSTRUCTION TTP. EXTERIOR WALL CONSTRUCTION BALLOON FRAME GABLE END WALL 3/4 =f-0 INTERIOR SHEARWALL TO ROOF COND. "EAVE DETAIL 3/4`4-0' � 2 3/47=1-0* BAFFEL EXTEND 6' ABOVE BAIT- NSUL OR II' ABOVE BLOWN INSUL TYPIC•L ROC. CONSTRJCTION. NAIL ROOF SHEATNI6 PER SCHEDULE. 2'M@LCLR FOR VENTING HI .48' D.C. AT OUTSIDE. FACE OF WALL UNO SHEAR WALL SCHEDULE 2X BLOCK@* WITH (3i Y ♦ .. II HOLES WITH SCREEN 1 SEE ELK PAEEL EDGE AT TOP PLATE. EDGE NAILNG PER SCHEDULE. (27 STUDS AT EACH STRAP TTP.TJI FLOOR CONSTRICTION TYPICAL ROOF CONSTRUCTION FRS s PER SHEAR WIRDUL.E l3J8 d TOENAIL • TRIES JSEE ELEVATIU4 PLYWOOD ROOF CONDITION TYPICAL ROOF CONSTRICTION TP.EXTERIOR WALL CONSTRUCTION IWIFN WALL SHEATHNG PER SCHEDULE PER SHEARWALL SCIEDULE FF00 00 TlitwilL': WOW Ev MAR 2 2 c, TTU? E amoR WALL CONSTRICTION INH WALL SFEATHNG PER SCHEDULE JOB NO. d•V 0.C. SHEATHING AND NAILING PER SEARWALL SCHEDUILE 2X6 BLOCKING ROOF SHEATHING AND NAILING PER PLAN AND SIEARUALL SCHEDULE UPPER WALL TO LOWER ROOF CONNECTION ./".;\ GABLE END DETAIL TYPICAL ROOF CONSTRICTION 17610 S ANAL• 6 cm TO TOP CNORD BLOCKNG 2X BAIME TTP SEE ELEVATION 2YA$-0 FORT - NAL NM TIN ORB WITH Rd • Ot. TYP. 2X4 CUWGGERS • 4' 04.11.1M4 JOIST HARDER • 1R165 n_ CHFAP WAI I FAVF CITY FEB SHEET': SD2 SHEARWALL SCHEDULE '.3.11 11 x a Ir VNIIIVN 3003 ONI1IVN .... ....._01314, VN1>10019 3003 91109 NOHOW - - - 31V1d Gumor x ONIIIVN '1d e101 01 ON1>1O019' error rl oNIIIVN 'ld d0101 NI>I0019 ONII 31V1d 14011x9 ALLOWAmLE LOA:, q am REDUCTION pa , RP, s v F1 -6 P , PI -3104- l/16' OW. O9,E SID USE 3x STUDS s PANEL EDGES ed 60X m/ S3' DIA MM. -. PNEUMATICALLY DRIVEN en en YES YES YES TES 5/8' a 48' 5/8' 4 32' 5/8' ®24' 5B' .24' OvE LAP..5FIEATH ING AT CQ'MLl1 F03"E'.1 - NAIL PER SCHEDULE -Rfu FOUNDATION SHEAR WALLS Scale 1/8/, -0' LOWER FLOOR SHEAR WALLS SYMBOLS & LEGEND c3 POINT LOAD FROM ABOVE W/ LOADNG POINT LOAD TRANSFER. DOWN POINT LOAD TRANSFERING DOLLN W/ LOADING H ANGER ll. PONT LOAD TRANSFERED BY KICKER POINT LOAD FROM ABOVE ' HOLD DOILN WITH SIZE DESIGNATION. 1 �,1 VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW 5 ?xx _ HORIZONTAL STRAP. WITH SIZE DESIGNATION MDIGATES BEAM CALCULATION WITH INDEXED NUMBER EXTENiOF SHEAR WALL TYPE OF SHEAR WALL F WALL': ABOVE 1=Elia WALL BELOW NOTE.UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE Not PROVIDED IN THESE DRAWN. SHEAR NOTES I32 E55 OTFERUISE NOTED DESIGN CRITERIA L .: SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTES L ALL N I L S SFIOISM ON THE FLOOR PLAN ARE FOR WALLS... ON THAT LEVEL. (TYPICALLY SHOWN SHADED). 2_ ANGFIORAGE IS FOR SEEAEUALLS(PANEL5) ONLY, UT-ERE FORTIONS OF O LS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY: BE SPACED 's' I6' OLIMIN) PER TABLE 23 -U -43-1 OF 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS TEEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN "LNOc REQUIREMENTS. 4. PROVIDE TWO STUD' AT ALL HOLD DOWN LOCATIONS S.. SEE MANUFACTURER'S RECZITREEENTS AND DETAILS FOR EACH TYPE OF HOLDOUN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION- 6 ALL PLYWOOD OR GYPSUM SHEARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON EWE. EDGES SHALL SE STAGGERED. AT. CENTER. CE STUDS AND BLOCKED PER SCHEDULE. DO NOT OVERDRIVE NAILS INTO SHEATHING. 8. STAPLES OR SCREW, ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SPEAR WALL PANELS UNLESS PRE - APPROVED SY THE BUILDING OFFICIAL ROOF s FLOOR- SNEATNING L ROOF SPEATHPICE 1/16' 05B APA RATED 51EATHMG- (24/0). LAY UP W/ MINIMUM 1B' CLEAR EETULEEM PANELS TO ALLOW FOR EXPANSION NAILING SHALL BE Ed AT 6' oc AT PANEL EDGES AND . TY. oc AT INTER EDIATE SUPPORTS. PROVIDE EDGE CLIPS o 24' O.C. a ALL. UNSUPPORTED EDGES. ALLOLLIASLE DIAPHRAM SHEAR :180x082 =142psf 2. 7_00R SHEATHING 3)4' CDX T8G. APA RATED PLYWOOD (48/24) NAILED AND GLUED. ADHESIVE SHALL CO 1 CR TO APA SPECIFICATION AFCs 01 PROVIDE Tt (s EDGES A T LGNC. PAPEL EDGES. NAILING SHALL BE ISO AT S oc AT PANEL -EDGES AND IS' oc AT INTERIIEDIATE SUPPORTS. ALLOWABLE DIAPHRAPT SHEAR= 215x082= 111psf T ( PLYWOOD SHALL BE LAID W/ FACE GRAM PERT ENDICULAR' SUPPORTS' AND END j 11111:`,' tea' •11■=1 ■__ ■1. -_� , w:..1 11111 A te` ®iimtll•` 5.1e 118'=I' -0' UPPER FLOOR SHEAR Gii' OF TIMILk. : MAR 2 2 Zni WALLS n N Scale IB' =I' -O' SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS Clry ECEIy =p 1 3 } G' PERMIT CENTER V 0 0 0 SHEET, File: 35mm Drawing# - T N i- = Z n - — 0 0 H 0 CTI r r rIT 6 L: \Kaa \00 \00228 \0022821.DWG 01 -23 -2001 10:58:03 Sheet FBL Workstation GlennS Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 Tryon Concepts PLAN # 2370 LOT 10 BERGSTROM PLAT TUKWILA, WA T DRAWING IS © COPYPoGHTED AND IS THE DXCUJSNE PROPERTY OF THE ARCHITECT Date By Description REMIT SET i I L] SHEET F s 1 1 M Kapp ler Architects, P.S. pp 14311 SE 16th ST. . Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 Tryon Concepts Date By ti°" PLAN # 2370 LOT 10 BERGSTROM PLAT TUKWILA, WA THS DRAWING 6 © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT I 4 roC3 til 1 11 0 0 r L r d � 0 w _ r L L \Kaa \00 \00228 \0022821.DWG 01 -23 -2001 10:58:06 Sheet: LL Workstation GlennS r J 1 Z r J 1 r r I I k 4 ' ■ ai li• E-9 =MI I r1 ■ X10 MIEN imIrraLE ri-t• s -a 1 L CRIPPLE ItiALL PI-er iI II 1 L - -J = 0 rn — • I. F 4 Ouninr v4i rts L \Kaa \00 \00228 \0022821.DWG 01 -23 -2001 10:58:09 Sheet ML Workstation GlennS 6 Kappler Architects, P.S. 14311 SE 16th ST. . Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 Tryon Concepts PLAN # 2370 LOT 10 BERGSTROM PLAT TUKWILA, WA TI-Is DRAWING 15 © COPYPoGHTED AND 15 THE EttcxusWE PROPERTY of THE AAcHiTECr tit 1..01112111_ Date By G66 Desatitbn TSEt L L \Kaa \00 \00228 \0022821.DWG 01 -23 -2001 10:58:12 Sheet UL Workstation: GlennS LAZ11111t ZIT I I _ i JOB NO.: I Kappler Architects P.S. 14311 SE 16th ST. Bellevue, Washington 98007 • (425) 641 -5320 * Fax (425) 641 -5318 T ryon C oncepts � Descr °°" . 'EMT SET PLAN # 2370 LOT 10 BERGSTROM PLAT TUKWILA, WA THIS DRAWING S © COPYRO -ITED AND IS THE EXCLUSIVE PROPERTY of THE AAX i cr L L \Kaa \00 \00228 \0022821.DWG 01 -23 -2001 10:58:12 Sheet UL Workstation: GlennS LAZ11111t ZIT a•a•a i$ ,� SHEARWALL ...; HEDULE 1r a ;1 1 N � vaa VV PT_AN a 917A 1119/Of a Vninx 1421 of 9000 10 s1aor ri sl,w 1.10101 arrovw ; ww 110uoa ii; ■ VW SIDE o►e SID! USE 3• STUD& • PANEL EDGES } as a b 000 0 Sir • 4•' yR. • R• w • 24' !!/S' • �4• OWEAP SWAMIS • ANAL E + 2 22 2 J Ell s 1 a•a•a i$ ,� SHEARWALL ...; HEDULE 1r a ;1 1 g � 1119/Of a Vninx 1421 of 9000 10 s1aor ri sl,w 1.10101 arrovw ; ww 110uoa ii; F14 P•4 PI'3 PI•3IQ VW SIDE o►e SID! USE 3• STUD& • PANEL EDGES } as a b 000 0 Sir • 4•' yR. • R• w • 24' !!/S' • �4• OWEAP SWAMIS • ANAL E + 2 22 2 J Ell s t J J � i r FOUNDATION SHEAR WALLS 541. W' -e' I , r I- r ,•, mow' J 1 1 i. LOWER FLOOR SHEAR WALLS Sc41.IAA'r -e' p IN C CNA SYMBOLS & LEGEND POINT LOAD FROM ABOVE V' FONT LOAD FROM ABOVE UM LOADING ■ _ POINT LOAD TR,MIeFERM6 DCUN A FONT LOAD TRANSFERNO DOWN WI LOADING HANGER FOMT LOAD TRAHIFERED BY KICKER �c HOLD DOIIN WITH SIL! DE610NATION VERTICAL STRAP WITH SIZE DESIGNATION To Be USED ON FLOOR BELOW STxM — HORIZONTAL &TRAP WITH SIZE DESIGNATION O NDICATE6 BEAM CALCULATION UATH NDEXED WIDER �- EXTENT OF SHEAR WALL TYPE OF SHEAR WALL N - -4 WALL Move SEI=Ilt WALL EIELOW !' UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAwFASe, �R■ I rill % A m ! r , 111•lil - l II MAIN FLOOR SHEAR WALLS Sa41. W&' SHEAR NOTES u4.ESb OTFERIAEE NOTEDI DESIGN CRITERIA L SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTES L ALL SHEARWU LLS 8440UA4 ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY 614OLN SHADED). T. ANCHORAGE IS FOR 61-1 EARWALL6(PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED • *' OL:LMIN) PER TABLE 13- II -B -I OF U.B.C. 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED A6 SHEAR PANEL& THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. U.B.C. REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. S. SEE MANU REQUIREMENTS AND DETAILS FOR EACH TYPE OF WOLDOWN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. b. ALL PLYWOOD OR GYPSUM SHEARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEATHING. a STAPLE& OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE-APPROVED BY THE BUILDING OFFICIAL ROOF • PLIOORII•IEATNIP • L ROC" SHEATHING" VI&' O66 APA RATED SHEATHING (24/0). LAY UP WV MINAMU'1 VS' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION, NAILING SHALL BE lid AT 6' o• AT PANEL EDGES AND 17' cc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' OG. • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPWRAM SHEAR.16CKNb28I42p.r 2. FLOOR SHEATHING" 3/4' CDX TACT APA RATED PLYWOOD (4114) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG CL PROVIDE T4G EDGES AT LONG PANEL EDGE& NAILING SHALL BE IOd AT 6' oa AT PANEL EDGES AND 10' cc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM 614EAR416x0.S2•111p.r 3. PLYWIOCD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORT& AND END UPPER FLOOR SHEAR WALLS SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS 1 �a �'. 5 5l' V El Zl ; ,`r�� 0� , 6 8 L`' 9 g ti' E Z l glop IIIIIIIIiIIIIIIIIIIIIIIiIIIiIIIIIIIIII .IIIIIIIII1LIIIIIIIIILII111I,1 IIIiII1LIi iililil1 III1110111iil . 11111111 6