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HomeMy WebLinkAboutPermit D99-0379 - The Junction - Lot 15 New ResidenceThe Junction —Lot 15 City of Tukwila C Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 377930 -0150 Address: 5610 S 150 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: TRYONCL013DH OCCUPANT OWNER CONTACT CONTRACTOR WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit Center Authorized Signature: r-- Signature: __ _ r /L( Print Name: 10P TN N DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 South: .0 East: .0 West: Sewer: TUKWILA Slopes: Streams: Date: /1/3.14 / (206) 431 -3670 D99 -0379 ISSUED 11/03/1999 05/01/2000 DWELLING 1997 .0 THE JUNCTION -LOT 15 56XX 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 ****************************************************** * * * * * * * * * * * * * * * * * * * * ** * ** * *.k ** Permit Description: CONSTRUCTION OF A NEW 2,109 SO FT SINGLE FAMILY RESIDENCE, 528 SO FT ATTACHED GARAGE AND 90 SO FT COVERED DECK. Public Works activities include Land Altering, sanitary sewer, water supply, storm drainage. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** Construction Valuation: $ 193,221.90 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Sizetin): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: Fill: 113 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N ************************************* k*************** * * * * ** * * ** * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,909.75 ********* * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** *********** rk * * * * * * * ** * * * * * * * ** * * * * * ** * * * *** Phone: Phone: 425 -288 -9750 Phone: 425 -255 -6518 Phone: 425- 255 -6518 Date :J/4/1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Permit No: D99- -0379 Address: 5610 S 150. ST Suite: Tenant: Type: DEVPERM Parcel #: 377930 -01 • k***• k*******************' k****************k***** * * * *. *** ** *•k *kk *'k* *kk* * **** Permit Conditions: 1. 'No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. All permits, inspection records? and approved plans shall be :'available at the iob site prior to the start of any con- truct i on . .These ,documents are to be maintained and avail- able until final- inspection approval is granted: 3: Elecitricai permits shall be obtained through the Washington Stattet`.'bivis;.i'on of Labor and Industries and all electrical ,work wi,lltjbe inspected by that agency (248 -6630) 4. PY1(►nbi it ileIrmits shall be obtained through the Seattle -King County:. Department of Public Health. Plumbing will be inspected by that ,agency,' including all gas piping (296 -4722) 5. All mechanical work shall be under separate permit issued by the-,City of Tukwila. 6 . All., canstr ction to be i conformance with approved plans and requirements of the Uniform Building Code (1997" Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition).. 7 . ' V a l i d i t y of Permit'.. The issuance . of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the/provisions of the building code or of any other ordinance of the iurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. . 8. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9. All wood to remain in placed concrete shall be treated wood. 10. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 11. CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY. INSPECTOR MR. GREG VILLANUEVA @ (206)433 -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 12. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities . Wet season requirements apply October 1 thru April 30. Temporary erosion control shall meet or exceed King County Surface Water Design Manual, Appendix D, requirements. 13. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. Status: ISSUED Applied: 10/15/1999 Issued: 11/03/1999 Connect i.o i' F s> x rista11 ±b iasit Ins,ta l l ,Repos i t : Plan Review' Fee: Inspeaction ,:Fee Wa,i.er :Turn .On F'' e: �aecial;;'Asesglet: , ; Other 4:ee,: PUOLIt: WORKS ENGINEER P PROVAL` • $:::60: e r'in i't N+ status: S i to 'Address;: Location: . .. :TOTAL. Project Name/Ten an , f � o c_ a p ( t 41 15 (� � Value of Co nstru p, Site Address: City State /Zip: -- 1 –. 3(< , (.4.7 .s6xx s, Ig> (f 4 L Q Ta Parcel Number: . ?3G' — a i s G Property Owner: 'Q Ol) G ikee p, &&c • Phone; 5 228 t 7-So Street Addres • _ X ter V �� circ) c S � ta 7 Zip: `(,J 'ice Fax #: 5 u/ 723e -- Contractor: Il 00 e_otice 1-.C-C_ Pho Q 52 22 ! ? 7 S Street Address: n_ 1 +ett C _ ( � (y Fax e5 z2 70 3Z Architect: Wq. ^ pier Am h Phone�,,.,5 � �(s..3 �t�/ ( (,J Street Addres ; (( /6, e g3 " t r S OD S r Fax #0 44( 3 Engineer: ,' figthr e 4, 4c Phone: Street Address: City State /Zip: Fax #: Contact Perso 6 V �C<y Pho . s z57 <Z3s Street P s 5e, J oci 1 54 ay S1at =ip9 Fax Z S5 n'21 Description of work to be done: Ale LJ /49 M 4 2._ Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' El Remodel /Addition to Accessory Structure El Garage(s) ❑ Deck(s) - Covered & Uncovered El Residential Reroof Is this site served by: la Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) Pi sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 2 ( 0 9' sq. ft. Dwelling YO sq. ft. Covered Deck(s) fir- e7 3 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) e 40 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 TUKII'! A 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. SFPERMtT.DOC 2/13/97 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: : (Additional reviews shall be determined by the Public Works Department): • ' . . ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): El Flood Control Zone El Hauling ❑ Land Altering: 0 Cut -Je cubic yds. 0 Fill cubic yds. in Moving an Oversized Load: Start Time: End Time: Sanitary Side Sewer ft: ❑ Sewer Main Extension 0 Private 0 Public 51 Storm Drainage El Street Use El Water Main Extension 0 Private 0 Public INI Water Meter /Permanent # Size(s): El Water Meter Temp tt Size(s): Est. quantity: gal Schedule: El Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: 10 / D a t e e application expires: 4 -Z9v Applicatk/ntaken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM , . :PermkNumberr ?,; BUILDING OWNER OR AORIZED AGENT: Signat e`T o2. (7 Date: / / ( 4 _ . Print name. ( O DJ ` / 2 .) c) Al •P'; 5565 >7 F t t 255 6 Address: t '^ Se 69 '� 5 it / fate / i C x �a ,...: Tl� 4 5f c ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST - SUBMITTED WITH THE FOLLOWING. DRAWINGS PREPARP(_ Y A REGISTERED ARCHITECT OR ..OFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County El El Certificate of water /fire flow availability (Form H -11 a). 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. El ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) El ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide 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). ❑ El Foundation plan and details El ❑ Floor plan Cl ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ El Building height ❑ ❑ Building cross - section El ❑ 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). El El 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. ❑ El 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. S!'PERMIT.DOC 2/13/97 `i4 t •.l*:4kkl,4l�r',4•44.fir. *•kk:l 411, #b�ciikh.k:4fr 4; 4: 1* t*. A k". 4f, 4* :Ak,kAf.- 4...:cAA•A* *k:l:k•.*•k Cl:T4 OF 7Ll KWILA. W ; . �: 11�'.t`, '4t;P.1 1- �� 4 �+• :t •t :4 k.;t :t * :4 i4 ,l .4 * # ,l• k a4 :4 .t 4—* ?k :4 r4 :4 ,t A *• * fi : • * k ir :t ;1- * :4 k A 244:A k h .t .t A *• ••t * k ,4 fi :.l •k . 1'1tlirJStnl:7 'Nu ih r °', f� »��1t)Q,1'£1_�' f'imaunl, 23,50.14l18/99 11:41 PRlimeni Metsha`d LH?:CK•> Not:t't.ion: TR YOld.LUNtLPT•5 ; :NEIL D9.9 -0379 l)EVPEIUl., DEVE1.QPIII NT •PER, IT 3.779.30 0150. 5 i 1;e A(Or e$. `: G10 ,,. 1' O a'f • •23.50 „T crti d ALL Pmtti u 2.933.25 B a l a n c e . : .0 t) *4%* * ** *- AA. *,t•Aa •:a,ta ,t al. ,4,n• *•Ake *A*it•R•,t4t**A *,1*•k* *r **a14,4,t*4,ti,t *A*A 'Account. Lod 1 ?eyt;i ^'I pt. On . Amo'ant 000/a,45.f130- • )NL.Ati CHECK _. 1tEIa 2.3.5 ti 8940 11/19 9717 TOTAL 6443.49 '* A **t•k-A t **..l' A**•t *1 k* • 1A .1.p:1 **A** *k '..$: *k.�.lrkAA ITt Cif T 41Fl • *k 7 TRI:IN "MTT *,* ' *.�'A, *hA * Jl* k*:� * *:#.A *A 4. k •►•: k •k *•kik* *•A4*+**A.*A..kk• : * *'kk ft�1 JSM1T NRmber�N t 41001:Eli. Flrnaurtt J..'?"41. ;5 1.1/0?3 /99 10 013: • !'iiv iar t:: McLMod.c.'.CHECK NoI:�al: ion • TR��'014 CONS Sriii;a 13LH Phi ^fi.i' 14c U.3'- �•-t)57 fvnr -. w• »E!JPCR 4 DEVELOPMENT PERMIT 377930-0150 "6it0 `Addr Gs: 5610; 5 150 67 .Total Feeut '2 ':30`.a, 5 .921,_65. Total ALL Pmts.w 2.909'.75: • 13 a1 ance; .00 k** *AA * *AA * *r *** 7\****+•* kik* AkA. Ik* 1 ** AA * * * * * * * * * *A*A *A * *A• *A4A•* Ac oun t lade 000/345.830 000/322.100 000/345.830 000/343.830 000/345.830 000/386.904 41.2/342.400 402/042.400 401/388.102 401/386.520 401./342.400 401/341,•405 000/322.1.00 000/345,830 escr ipt:!an PL1N .CHECK -. NONRES UUtL))INu 7 PLAN .CHECK RES PLAN CHECK - UTILITY PLAN, CHECK -• '' (ER METER 5TAT.E 'BUILDING 8URCHAR.GE• I:NSP FEE STORM DRAIN XNSP FEE •- SMIi / :355 WATER A:ONNECTI:UN Wrrft R .INSTALLATION (DNP) 'rlATL'R I;NSPI (.TTUN FEE 44( rER TURN- -ON FEE LAND ALTERING PERMIT rEE LAND ALTERING PLAN CHECK 1',520.1$ 9 8 8 . . 1 0 10.00 10.00 4.50 15.00 20.00 00.00 150.00 15.00 2:x.00 54.70 3 1,L3�?„Raf ** d: 4sic k" A*1 alA414***• **#Ai< i< 11** it A** * * * *A **•k***4c4.•t.11Ait ***•kAt r;1 t'Y :OF{ fUKNIL( W( ` 1'Ri�t�f "t�i.X l . ;' • 1“ * *: • i q * A * . i ti * * • i<1 A 4 k 4 * it• t4 k * i• *• at •k is ; •k. * * i * 4 •M .A A 1l . A A * .1.1.1 ;• A• A A * k 4.4x71 A * • 1,,,R1(,r.S Ntt,nb tl9f3 O mauMt 9f3f3.1 . 1 5 . LD /,/9 141 :4, .. 3aavmrtk tt€ t.hrtd:.. CHECK. .Natatiort 1RYC!N CONCEPTS 1•ri it: I3•H . 3:77 9:3.U, 7 (Y1'a L:oc�i.t'itirt� JOO •BLK to 1'vae: DE:'. PERM UCVELOPT}ENT. PERMI1 ; 1:io 81 •f'atAl Gees: ,?.,`i12' ..7 This P. vmerft . 9"8:,10 «tai ALL Nmt:; x. '+1..;E..! l! 8atancex 1M ,?•4M65 #. 4 * *'ick **i+ir* * **:i%40 *44.k ii,'*r * * * * * ot + k.k* 4,, 4• * * *,04cotviit*.4* * *et **ir: (CCaun1 , Lade ' f)e r..r i pt i'om (amount.. . 6.00/345 830' P.L(N! CH4:CK '1UiaRES 988'. 10 7960 10 /18 97 TOTAL 2964.30 COMMENTS: J/c7 VOC) .r,li lit.- pi a 4.0 f,, �• s.2- 1 i 1 / c : ' v / !Qe.A Ala Date called:' Specif instructions: Fife i s /� i? O ,23 « i/ Requester: V an 1ryaz Phone: vas -.255 7 54 1c) , 0 r ( A,,,,P (,t.-e_r,/ ix,azi / ALAI 74 f iltA;v \. AO J /w LL4AJ 1J,)LJ1t i 1 41i c j,(re p th ' Sal Project:_ Type of I ns lion: Address: Date called:' Specif instructions: Fife i s /� i? O ,23 I: 3d ? r) Date wanted: , , a.m. .5`/ 3� ct +g Requester: V an 1ryaz Phone: vas -.255 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD` Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: Date: 5) V El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ii Project: - ., vir1C* —11* 15 Tie of Inspect' : t-try:0 ......to 5 is . ,3.1... Date _ . — ? D- bo Special instructions: fire. nAct. r shalt Lod] 2C id, 51-fe Af4QV t. ?o r Da e wanted: - 'D-.1- oD a.m. a.m. et055 Requester: n • 'Phone: i-7 INSPECTION RECORD Retain a copy with permit • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 fi :d(A . PprOVed . per applicable codes. COMMENTS: [Inspector: Corrections required prior to approval. Receipt No: Date: Date: ..40.4411 El $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4 'Pro' q� r ve n e �-i Type of Ins do yp pp, Addss i c Date called: :. :Special instructions: r. Date waatedi EP D Request . Phone: ........,.....e tawrnsscCSxSnril. • INSPECTION RECORD Retain a copy with permit • INSPECTION NO. . CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 .Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspe ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project ( : LCD i y e o I y ection � : , ( i— , R r.{. iU -'1 aJ ti Addreks S /�/ j, 'r ( r t1n Date calle Date wanted: 11�� a.m. ` C23/CH P.m. Special instructions: Request er -- � n. 1 1ri e Phone: t ,/, 0 (Q" '6—Gie INSPEC ION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100,.Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMM ENTS: Approved per applicable codes. 0 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: . ?.: _ 1 Proj c Ct LOf l5 Ty a of Inspe ton: �n s� .et. f 1/2 r A "0 s I' , u J S , Date called d/: - (q - P JO PI OD Special instructions: ` 431-3665 Datew,ac l �o� O Pm. r J Req t._ er: T Phone) , 61� s- INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 At I (206)431 -3670 Approved per applicable codes. COMMENTS: r., !c% �.c./Sr/ -A4J"jetrti GG o©oe Insp 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: Corrections required prior to approval. Date Date: COMMENTS: Q E.E I / ) - t-e -oss Q SP4i L S Q LciA.B • Z - Zo h7S '/ " ;,.q a ( mpAs (ill' ; P,eovr,o /Vl f v Tve& .4- 40,eav, ii_ Pik s7OPc c4 4 ► 3Ac -- /iLl , z, s 4-4 s7 ►hvs w1 sv ,56 0 C.e U'c-, 0 A 'g „ f„rr f6liv44 ,W ,-6 Requester: -0a N `J )/ ?off 3E,04 rA.f cr7nti /1 ' FtsT /,c( atLp 1 1 - r - ASP 4' A 41L4 0 &E 71Ali4 f tl 4c TC(-fi.'` -( ,1 i /G 6/ £oovtt Project: {- ' UL k t C.C; n Type f'Inspeclion: X ck�'Y� t Cl c 1 vn e c " Addre s: • ,�(� I.o Date called: 4- IS - t) Special instructions: Date wanted: •- "Qr to a.m. P.m. Requester: -0a N `J Phone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION NO. INSPECTION RECORD Retain a copy with permit / O p NO, (206)431 -3670 Approved per applicable codes. 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: �9 Proj ct. / C,1)07t „ Type of ti e_ Address: Date called: Special instructions: Date etl� a.m. P.m. Requer5 D ,� f `J Phone: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION zor 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. »:• .e,r. ,Mi A,k N.wt +. ^. M.. r::. G'.f..w l..i:4ir'i PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: . POST 001.4e 7W460914 7'O /ti17 57?44e C'`J SCS 0 / ��t 4 / . Da ,__1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: Project. ,�n l.nf 1 Typ Inspection: YC) Y Address:` (p K) t 0 Date called r- I -QO Special instructions: Date wanted: a.m. 0- 1L -00 p.m. Requester Phone: AlaA(QA6i0P5IR • INSPECTION NO. .CITY .OF TUKWILA BUILDING DIVISION 630 Southcenter Blvd, #100, Tukwila, WA 981 INSPECTION RECORD Retain a copy with permit 4K ?h.t. +4.1: v.:AV?;'. u r.; , PERMIT NO. •(2 -3670 • Approved per applicable codes. + Corrections required prior to approval. COMMENTS: c/ ��' c)-p-p-5,27 f s .-�� $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. {eceiPt No: Date: Pr.'' t: AL' _IC-- • OA. Tyleif — • 51.1.—Eltin; AdIre ss: , S. f6' )1 57 Date cal d: l /3 2aso Special instructions: / _____.„ ' Date,94://2.056 ) / P.m. A ter: / 77'%/d71 0 : .g. INSPECTION NO. .141,01.14.1• {74 4 • = " • ;! 4 :: , INSPECTION RECORD Retain a ropy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Project: k lusk6:tcan Typebf C\03-vk0 Addre s: 6 (0 S f_40 tD Date calleocl: -A6- :Specia instructions: 1..0.‘ . . . ,. • Date wanted: a.m. Requester: ..t:3 '■ ( 1)9(i . • Ph°1 g 4,Al.e) trAcn .10.S.W.A.Vr r , • • \ • • ..........................rwrgrrrr."ormrtoretorrirvaharrocrolorftworemorcrmartrMSIMMV.TA:1 ; INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. 0 Correctionsr9quired pri0r to approVal. COMMENTS: Ak..fZves 5. 4' 7, s-' f f 44 , e /( 7 6 , 4eze/I-74-iel 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspector: o., t)t svo C.-*e. Address: (‘'. Zito S : ( 0 • '2— --,,,5a .,,,,,,,lp, /tic Date wanted: .,,, (a l* 141 P. . Requester: 1....bn Phon : Wm ropx fi>.t;Is ripple t,!. ... • ._.,„ . - 1,f ...,,( 2-). .1 7r 722.-- i4.,144-/1,16,,,-7 ' - . '''' - , A "7.. ( e.; ri'l ?) 24 :..* 4 . ' f .,.....) . :i ,;' , Project: : ■ L • unoit_vn Type of Inspector: o., t)t svo C.-*e. Address: (‘'. Zito S : ( st Date called: . 19 in - Special instruCtions: • gq '' , ct 6 ,... , 7 . Date wanted: .,,, (a l* 141 P. . Requester: 1....bn Phon : Wm ropx fi>.t;Is INSPECTION NO. Approved per applicable codes. • . INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 Corrections required pribho approval. $47.00 RE NSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: COMMENTS: Type of Inspection:sss Address:56)0 S 150.1.h si . 127 ? Special instructions: Re tie5 f /a i e am rn 1)1 0 or earlii afleenoori. .... Date wanted: 12. itieit,-.4._&t: t& 7 T-QP , /I"' f) 7 i tt Au-4,c_ 16(1-- . tAf P-i-41 / Project: The Tu rthicgo Type of Inspection:sss Address:56)0 S 150.1.h si . Date called: 12 Special instructions: Re tie5 f /a i e am rn 1)1 0 or earlii afleenoori. .... Date wanted: 12. Requester: Doll Tryon Phone ' . 426-265- to 5 i 3 ...,==11 • • . .• • . INSPECTION RECORD 'DC161-'0579 Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: 12 $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: tI ' Address: 5610 s 150 s 1 Date called: _ q Q Special instructions: ReouPs} tale morning or earl a-F+ernoon. 1 ' P...W51 Lk. I A .1% 7 . A.A", 6' E �1{ 1��1 •.K ��p.j:. t/Mme'' 7' 1 �•-i . P),, t ♦ ♦♦ ( _ 777 E<JiA.�Sti7.4• -� �•. i '+ sii.J?.• i'17. #. S(Any /A.) J ' I - . 1 r. Project: T/ e Ili »GT oh Type of Inspection:. s I Address: 5610 s 150 s 1 Date called: _ q Q Special instructions: ReouPs} tale morning or earl a-F+ernoon. Date wan d: 12 8 -c Requ ter: DOn Tryon P ne: 47. s- 255 - 6518 ,CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. I nspector: Date: 17 t / 7 , 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: p . • : ..1 ' I Si 7 - 15 • Typ- of Insiect / / ' 1 Af 1 ari .-42. s called: 12-2. 99 71-es 5 /5.0fli • 6, SpeciaWnstru tions: i wanted: ( Requester:7) Phone4 .... g INSPECTION RECORD Retain a copy with permit - INSPECTION NO. • - CITY OF TUKWILA BUILDING DIVISION s 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 COMMENTS: IC • v-- Approved per applicable codes. Corrections required prior to approval. Inspector Date: . Lir 0 $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: Project. Qi-M6A)0,5, c l Typ In ction: \'n C \ Date a e _ • r Addre s: M 0 0 Special instruction . ,, 71Q VU \4 -\\*nn' \ �.V� �t 15 Date wanted: /� (,, a.m. �1 _.1� p.m. Requester: t ton - 'r,upg, : Phone: 1 4 fo. (n!'1 ‘ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: li i" /Co Q 7) 7S et -ror t 0- V i cD — , ',4 Date• // z EJ $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 Address Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM City. of . TUkwila Fire Department J Name J Jco; S c ") j . ,, ; TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ? ' _)3 7 019- Jel 11 Permit No. £ )'? 7. 0317 Q -, :.t -. t etain current inspection schedule Needs shift inspection 7 Approved without correction notice Approved with correction notice issued 4 Date T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57544404 • Fax (206) 5754439 4 Kappler Architects VERSION V.? INCLUDES ] STORY Lateral Analysis for: TRYON CONCEPTS PLAN #2109 LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PERAMITERS SITE CRITERIA CONSTRUCTION CRITERIA 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 UPPER FLOOR PLATE HT. MAIN FLOOR PLATE HT. LOWER FLOOR PLATE HT. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION Sob No. 99025 -21 Date 919199 SPM SAIL AREA PLF FOR PERIMITER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS ( 1/2 Upper Floor + 1/2 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor + 1/2 Lower Floor) SINGLE STORY STRUCTURE (1/2 Main Floor + Roof) OTHER 9902521_1997 -7 Lateral analysis worksheet.xls Long Wall FILE COPY KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 0 , 0.38, 1428 . .12.' .11.0: 9.25 13 NOT VALID UNLESS 'WET STAMPED" Short Wall /12 SF (for rho factor) "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default 35 RECEIVED CITY OF TUKWILA FT FT OCT 1 8 1999 FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default Lower 4' not included Lower 4' not included PERMIT CENTER 10/11/99 PAGE 1 WALL HEIGHT Ce Cq qs Iw 0 -15' P= 0.62 1.3 16.4 1 13.22 PSF 20' P= 0.67 1.3 16.4 1 14.28 PSF 25' P= 0.72 1.3 16.4 1 15.35 PSF 30' P= 0.76 1.3 16.4 1 16.20 PSF REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability/Redundancy Factor. P = 2 - ( 20 / ( r max ((sq root of As))) where: As Ground floor area of structure r max = Max element - story shear ratio • r max = r i / story shear r i = element story shear x 10 / Iw element shear Iw (LENGTH) P= VALUE USED Ce = Cq = qs = Iw = r max = -3.81 I WIND PER SECTION 1618 C. therefore use DESIGN PRESSURE: P = (Ce)'(Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor 0.62 16.4 1 WIND EQUALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (Iw) 9902521_1997-7 Lateral analysis worksheet,xls r i story shear 1167 I 12805 I DESIGN CRITERIA FOR WIND ANALISYS P= KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 VALUE USED As square root r i _ (~ . •350 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 WIND FORCE TRIB.HEIGTH PSF (P) Roof (Upper walls) 11.0 16.20 (P) Upper Floor (Main walls) 9.25 13.22 (P) Main Floor (Lower walls) 0 13.22 (P) Garage 13 13.22 1428 38 11671 0.09 I P /LF .178 122 0 172 SF # FT # FT # FT # FT RECEIVED CITY OF TUKWILA OCT 181999 PERMIT PEWEE( 10/11/99 PAGE 2 Roof (on Upper walls) 12 45 35 18900 ADDITIONAL LOAD 0 45 35 0 S / S EX. WALLS 10 90 8 7200 F / B EX. WALLS 10 70 8 5600 INTER. WALLS 8 80 8 5120 Upper Floor (on Main 15 45 35 23625 S / S EX. WALLS 10 90 8.5 7650 F / B EX. WALLS 10 70 8.5 5950 INTER. WALLS 8 80 8.5 5440 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEAR WALLS 42665 ...,w. auwavo.n DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 1 6bQ. 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load BUILDING LOADING DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= TOTAL ROOF WEIGHT BASE SHEAR BASE SHEAR: Vb= (3.OxCa /R)W STORY SHEAR 0.36 8 6 C 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WALLS WEIGHT Main Floor (on Lower S / S EX. WALLS F / B EX. WALLS INTER. WALLS 15 10 10 8 45 90 70 80 35 0 0 0 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEAR WALLS 11812.5 0 0 •0 11812.5 TOTAL WEIGHT BASE SHEAR: Vb= 9902521_1997-7 Lateral analysis worksheet.xls W= 36820 # 91297.5 0.1964 91297.5 17928 WORKING STRESS WOOD DESIGN KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 load reduced by half due to plan configuration 0 IF NO LOWER LEVEL: 1.4 12805 Roof (Upper walls) Upper Floor (Main wall Main Floor (Lower wall Wi 36820 42665 11812.5 hi (Plate Ht.) 18.5 9.5 0 Wixhi 681170 405317.5 0 sum Hi x hi 681170 1086487.5 1086487.5 TOTAL FLOOR FORCE: Vi= 1767657.5 Wihi / sum Wihi 0.6269 0.3731 0.0000 Vi 8028 4777 0 12805 I# - RECEIVED CITY. OF TUKWILA Q C4 1 $ 1999 PERMIT CENTEFF 10/11/99 PAGE 3 5/8" DIA. AB (F) Roof (Upper walls) (F) Upper Floor (Main (F) Main Floor (Lower (F) Garage SEISMIC FORCE ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1/2" DIA. AB SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON 185 181 0 0 # FT # FT # FT # FT Walla UPPER FLOOR MAIN FLOOR CHECK TOP CHORD M= T =C= 2 -2X4 10.5 ' Z r ,- ; 1 7: 122.L 2 -2X6 16.5 1:4„,'r', 78:1j 16d MEM 1.33 143.64 # /NAIL 45106.875 1288.767857 ALOW.Ft= 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 9902521_1997-7 Lateral analysis worksheet.xls SEISMIC FORCE SEISMIC GOVERNS SEISMIC GOVERNS 1 #FT 731.501 # /BOLT 4,NZ,4,At3:13, FT O.C. # /BOLT ,4 FT O.C. 1050.71 799671.25 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 12805 (F) Roof (Upper walls) (F) Upper Floor (Main wall (F) Main Floor (Lower wall (F) Garage WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main wall (P) Main Floor (Lower wall (P) Garage 525 1.33 8.97 NAILS 185 181 0 178 • 122 0 172 # FT # FT # FT # FT # FT # FT # FT # FT @ 185 # FT @ 366 # FT 698.251 OK RECEIVED CITY. OF TUKWILA OCT 1 8 1999 PERMIT CENTEN 10/11/99 PAGE 4 V W h Wh F Roof (Upper walls) 12805 36820 11 405020 6486 Upper Floor (Main wall 12805 42665 9.25 394651.25 6320 Main Floor (Lower wall 12805 11812.5 0 0 0 5/8" DIA. AB (F) Roof (Upper walls) (F) Upper Floor (Main (F) Main Floor (Lower (F) Garage SEISMIC FORCE ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1/2" DIA. AB SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON 185 181 0 0 # FT # FT # FT # FT Walla UPPER FLOOR MAIN FLOOR CHECK TOP CHORD M= T =C= 2 -2X4 10.5 ' Z r ,- ; 1 7: 122.L 2 -2X6 16.5 1:4„,'r', 78:1j 16d MEM 1.33 143.64 # /NAIL 45106.875 1288.767857 ALOW.Ft= 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 9902521_1997-7 Lateral analysis worksheet.xls SEISMIC FORCE SEISMIC GOVERNS SEISMIC GOVERNS 1 #FT 731.501 # /BOLT 4,NZ,4,At3:13, FT O.C. # /BOLT ,4 FT O.C. 1050.71 799671.25 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 12805 (F) Roof (Upper walls) (F) Upper Floor (Main wall (F) Main Floor (Lower wall (F) Garage WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main wall (P) Main Floor (Lower wall (P) Garage 525 1.33 8.97 NAILS 185 181 0 178 • 122 0 172 # FT # FT # FT # FT # FT # FT # FT # FT @ 185 # FT @ 366 # FT 698.251 OK RECEIVED CITY. OF TUKWILA OCT 1 8 1999 PERMIT CENTEN 10/11/99 PAGE 4 I 10 2.75 2.75 2.25 2.25 185 imingual MIN PLATE NAILING 9 INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 4076.73 4076.73 3335.50 3335.50 220 220 180 180 168 168 132 132 355.67 355.67 234.00 234.00 1353.11 1353.11 1378.45 1378.45 CS16 -30 CS16 -30 CS16 -30 CS16 -30 I 15.5 12.5 0 0 0 230 {p, �{ Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 22977.91 0.00 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 1000 0 0 0 0 - 0 0 0 4166.67 0.00 0.00 0.00 1504.90 #DIV /0!' #DIV /0! #DIV /0I CS16 -30 #DIV /0! #DIV /01 #DIV /0! I 13.5 4.5 • 3 6.5 0 179 IngRussiggi MIN PLATE NAILING 10 INC O.C. Mo= - Wall(DL) Roof (DL) Mr= T =C N REQUIRED 6432.76 4288:50 9291.76 0.00 360 240 . 520 0 0 . 0 0 0 540.00 240.00 1126.67 0.00 1309.50 1349:50 1256,17 #DIV /0! CS16 -30 CS16 -30 CS16 -30 #DIV /01 I 8 3.5 8 0 0 129 IIIINNIMINNII MIN PLATE NAILING 13 INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 3609.43 8250.13 0.00 0.00 280 640 0 0 144 288 0 0 494.67 2474.67 0.00 0.00 889.93 721:93 #DIV /0! #DIV /01 CS16 -30 NA #DIV /0! #DIV /0! SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 185 Ht. 8 I- z 0 w 2/3DL REACTION HOLDDOW UPPER FLOOR TRIB.LENGT 185 8 Load Ht. 2/3DL REACTION HOLDDOW UPPER FLOOR Load 185 Ht. 8 o: o: 2/3DL REACTION HOLDDOW UPPER FLOOR TRIB.LENGT Load 185 Ht. 8 w 2/3DL REACTION HOLDDOW TRIB.LENGT a a a a WALL SEGMENTS b C b b b C C KAPPLER ARCHITECTS BELLEVUE, WA 9902521_1997-7 Lateral analysis worksheet.xls 425 -641 -5320 d d d d SHEAR V WALL TYPE RECEIVED CITY. OF TUKWILA pct' 1 8 1999 PERMIT CEiN Ln 10/11/99 PAGE 5 #NIA 0 0 0 0 #N /A immuumill MIN PLATE NAILING #N /A INC O.C. Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED #N /A #N /A #N /A #N /A 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A _ #N /A 11 24.5 16 0 0 501111WWINI MIN PLATE NAILING 34 INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 9864.67 6442.23 0.00 0.00 1960 1280 0 0 0 0 0 0 16006.67 6826.67 0.00 0.00 - 250.69 -24.03 #DIV /0! #DIV /0! NA _ NA #DIV /0! _ #DIV /0! I #N /A 0 0 0 0 #N /A i Mo= Wail(DL) Roof (DL) Mr= T =C N EQUIRED #N /A #N /A #N /A #NIA MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #NIA 11 16 21 0 0 55 laiiiROMNI MIN PLATE NAILING 31 INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 7051.63 9255.27 0.00 0.00 1280 1680 0 0 0 0 0 0 6826.67 11760.00 0.00 0.00 14.06 - 119.27 #DIV /0! #DIV /0! NA NA #DIV /0! #DIV /0! FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 185 Ht. 8 I- 0 E 2/3DL REACTION HOLDDOW UPPER FLOOR TRIB.LENGT Load 185 Ht. 8 w. z w U 2/3DL REACTION HOLDDOW UPPER FLOOR Load 185 Ht. 8 Z J 2/3DL v REACTION HOLDDOW UPPER FLOOR Load 185 Ht. 8 w J 2/3DL REACTION HOLDDOW TRIB.LENGT a a a a 9902521_1997-7 Lateral analysis worksheet.xls WALL SEGMENTS b C b b b C C C KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 d d d d SHEAR V WALL TYPE RECEIVED CITY - OF TUKWILA OCT 1 8 1999 PERMIT GLir 1 ui+ 10/11/99 PAGE 6 I 10 2 1.5 2 0 665 0RMINII Mo= WaII(DL) Floor,Roof(DL Mr= T =C N REQUIRED 11308.63 8481.47 11308.63 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 3 INC O.C. 340 255 340 ' 0 0 0 0 0 226.67 127.50 226.67 0.00 5540.98 5569.32 5540.98 #DIV /0! STHD 14 STHD 14 _ STHD 14 I #DIV /0! I 15.5 2.75 3 9 5.5 2801 Mo= 6546.09 7141.19 21423.58 13092.19 WaII(DL) 467.5 510 1530 935 Floor,Roof(DL 1512 • 2016 2812 780 Mr= 1814.54 2526.00 13026.00 3144.17 MIN PLATE NAILING T =C 1720.56 1538.40 933.06 1808.73 6 INC O.C. NI REQUIRED STHD 14 RJ STHD 14 RJ STHD 14 RJ STHD 14 RJ - I 13.5 10.5 2.5 5 6.5 202 laillyntegiell Mo= 17992.84 4284.01 8568.02 11138.43 WaII(DL) 1785 425 850 1105 Floor,Roof(DL 0 240 240 0 Mr= 6247.50 554.17 1816.67 2394.17 MIN PLATE NAILING T =C 1118.60 1491.94 1350.27 1345.27 9 INC O.C. N REQUIRED HTT22 HTT22 HTT22 STHD 14 RJ - I 8 3.5 3 3.25 5.5 192 sop1e$ass Mo= 5709.93 4894.23 5302.08 8972.75 Wall(DL) 595 510 552.5 935 Floor,Roof(DL 1320 2112 2453 1728 Mr= 2234.17 2622.00 3255.96 4882.17 MIN PLATE NAILING T =C 993.08 757.41 629.58 - 743.74 9 INC O.C. N REQUIRED STHD 14 RJ STHD 14 RJ STHD 14 RJ STHD 14 RJ - RIGHT TO LEFT MAIN FLOOR TRIB.LENGT Load. 366 Ht. 8.5 z 0 CC 2/3DL MAIN FLOOR TRIB.LENGT Load 366 Ht. 8.5 z REACTION HOLDDO O . Ur 2/3DL o REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 366 Ht. 8.5 a '. w o: 2/3DL g REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 366 Ht. 8.5 2/3DL REACTION HOLDDOW a a a a 9902521_1997-7 Lateral analysis worksheet.xls WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 d SHEAR V WALL TYPE d d RECEIVED CTTY.OF TUKWILA OCT 1 8 1999 PERM!" cbiV i i H 1001/99 PAGE 7 I 9 7 13.5 0 0 161 �ilis P63ii Mo= WaII(DL) Floor,Roof(DL Mr= T =C N REQUIRED 9557.17 18431.69 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 595 1147.5 0 0 0 0 0 0 1388.33 5163.75 0.00 0.00 1166.98 982.81 #DIV /0! #DIV /0! STHD 14 RJ STHD 14 RJ #DIV /0! ' #DIV /0! I . #NIA 0 0 0 0 0 #N /A ROI 111NIA'I MIN PLATE NAILING #NIA INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED #N /A #NIA #NIA 7990 #NIA 0 0 0 ' 0 0 0 0 . 0 0.00 0.00 0.00 : #DIV /0! 0.00 #N /A #N /A #N /A #NIA ' #N /A #N /A _ #N /A #NIA . I 11 47 0 0 0 86 :Iinen6>"III MIN PLATE NAILING 20 INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 34208.61 0.00 0.00 0.00 7990 0 0 0 0 0 0 0 125176.67 0.00 0.00 0.00 - 1935.49 #DIV /01 #DIV /0! : #DIV /0! NA #DIV /0! #DIV /01 #DIV /01 I- I. 2/3DL REACTION HOLDDOW Z J 2 /3DL v REACTION HOLDDOW MAIN FLOOR Load 366 Ht. 8.5 2/3DL REACTION HOLDDOW FRONT TO BACK MAIN FLOOR TRIB.LENGT Load 366 Ht. 8.5 MAIN FLOOR TRIB.LENGT Load 366 Ht. 8.5 Mo= Wall(DL) ►- Floor,Roof(DL w 2/3DL Mr= v REACTION T =C HOLDDOWN REQUIRED TRIB.LENGT a a a 9902521_1997-7 Lateral analysis worksheet.xls WALL SEGMENTS b c b b c c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 d d HOLDDOWN IS 3.5ft FROM END OF SHEARWALL. THE T/C AT THAT POINT IS 1950#'s. HTT22 WILL WORK. MAIN FLOOR TRIB.LENGT a b c d Load 366 Ht. 8.5 d SHEAR V WALL TYPE 20 24 62197.48 4080 0 32640.00 1231.56 STHD 14 RJ 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 305 308111111111MNIPM111 MIN PLATE NAILING 6 INC O.C. RECEIVP 1. CRY - OF VIVO PERMIT CLIv 10/11/99 PAGE 8 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: M:\\KAA\\99\\99025\\99025.WS Site: Homeowner: Builder: The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing (gi15% Doors AG Wall Ceiling, Attic Infiltration Component PROPOSED DESIGN COMPONENTS REFERENCE • 447 *** - Analyst: NMS Jurisdiction: Utility: Weather Data: Seattle, WA Climate Zone: 1 RECEIVED CITY- OF TUKWILA orT 18 1999 PERMIT OENVER HOUSE ID: TRYON CONCEPTS PLAN 2109 House Type: Single Family Floor Area: 2109 ft2 PROPOSED 444 Btu/hr-F *** kWh/ft2-yr Reference Value X U-0.041 U-0.650 U-0.390 U-0.062 U-0.036 ACH-0.350 Reference UA 446.6 Description Value Floor R19 vented Joist 16oc U-0.041 Glazing @16 **2GL VINYL CLR/AIR U-0.490 Doors Wood 1 3/8", solid flush U-0.390 AG Wall R13 STD Lap Wood U-0.082 R19 STD Lap Wood U-0.062 Ceiling R30 blown Attic STD baffled U-0.036 R30 blown Scissor 5:12 STD baffled U-0.039 Infiltration Standard Air Sealing ACH-0.350 Proposed UA Area = UA 1163 47.7 316.4 205.6 38.0 14.8 2203 136.6 1163 41.9 17591ft3( 112.7) 09/15/99 X Area = UA Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non-standard values - check calculation of thermal value. Page 1 1163 47.7 328.0 160.7 38.0 14.8 2124 174.2 67 4.2 946 34.1 217 8.5 17591ft3 (112.7) 444.1 Ipw P '• WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: M: \ \KAA \ \99\ \99025 \ \99025.WS HOUSE ID: TRYON CONCEPTS PLAN 2109 Struc Mass HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: Model: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION South Southeast : East Northeast : Eff S Glz: Light Frame, Sheetrock walls Vented crawlspace Attic or garage PROPOSED * * *ft2 * ** * ** * ** PROPOSED Gas Furnace Payne 376C/ 0.60 28887 Btu /hr 0 Btu/hr( 0 %) 28887 Btu /hr 43500 Btu /hr (150 %) * ** MBtu * ** Integrated Spot & Whole House NONE 0.0 80 % 0 62 % Solar Access: Partially Shaded (Ducted) Btu /hr tons ( @125 %) kWh /yr Location Avg Rvalue R- 8.0 R- 8.0 North Northwest : West • Southwest : - M- 3.000 2109 RECEIVED CITY- OF TUKWILA 0 C T .1 8 1999 PERM CENTER Surface Area 407.8 ft2 81.6 ft2 PROPOSED * * *ft * ** * ** * ** 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. 09/15/99• 6327 DEPARTMENTS: Buil ivision l � � s n u lic W orks Complete Comments: APPROVALS 0 Approved WRROUTE.DOC 5/99 !, i :f: +: "�9Y{,A:r. .. y . P 'v YS,v .y1.34,z �tY `r. N::NV .:k. 'k�l!:4 P' .Ji YiN t r.:; t st?. } ' .V1.;�r' . 'ua?trr�'i3• ...R §;15:......5,...V `AVATA1 PERMITCOORD COPY PLAN REVIEW /ROUTING SLIP NUMBER: D99 -0379 DATE:. 11 -12 -99 JECT NAME: THE JUNCTION Original Plan Submittal Response to Incomplete Letter # esponse to,Correction Letter # XX Revision # 1 After'Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Ti TUES /THURS ROU2ING: Please Route u Structural Review Required CORRECTIONS: (ten days) Approved with Conditions ❑ n n Planning Division Permit Coordinator DUE DATE: 11 -16 -99 Not Applicable n No further Review Required ro n ■ n REVIEWER'S INITIALS: DATE: DUE DATE 12 -14-99 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: vv+.Yfy�,t Y,152:;rSVaVAri. ..'1r1:.CtgAt5 :;',: nyy,^r },:,k+":1 `.•. DEPARTMENTS: Buile Division g Lb -22-1 Pu w tJCi 1l7 Complete PERMIT COORD COPf PLAN REVIEW /ROUTING SLIP CTIVITY`NUMBER: D99 DATE: 10 -15 -99 PROJECT NAME: THE JUNCTION - LOT #15 Response to Incomplete Letter # XX Original Plan Submittal Response to•Correction Letter # _ Revision # After. Permit Is Issued Fir Prevention MC lo- Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n APPROVALS OR CORRECTIONS: (ten days) Approved Ti Approved with Conditions Approved Approved with Conditions n WRROUTE.DOC 5/99 <axT!'ITC, NIi.8,1%: ."..1tiVt$fiYVCtci C #k h^w'F'G �•Y,< µn ;(' Ping Division Permit Coord DUE DATE: 10 -19 -99 Not Applicable Comments: TUES /THURS ROUT NG: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 11 -16-99 Not Approved (attach comments) Li REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE REVIEWER'S INITIALS: n Not Approved (attach comments) DATE: Revision No. Date Received Date Received Staff Initials Date. Issued Staff Initials I Summary of Revision: .. i wF, Summary of Revision: EMPIIIIIINMINNINSIEMIMS I I. Received By 1oP 'TQQo Lt Revision No. Date Received Staff Initials Date Issued Staff . Initials l I Summary of Revision: Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date- . Issued Staff Initials I Summary of Revision: Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Issued Staff 'initials I Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: 1 PROJECT NAME: r Uv� C.c'on Site Address: 5610 S . ISO s4 . REVISION LOG PERMrj,. 9 c._ . 0 37 Original Issue Date: 11 9 (please print) (please print) (please print) (please print) (please print) City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: f (J (Z (9 9 Plan Check/Permit Number: 1 ) 9 L U 3 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 1 Revision # I after Permit is Issued Project Name: (h?' 4 v L-ce 1 G u Project Address: 5 .' v 5 (c 6 9 S( Contact Person: Received at the City of Tukwila Permit Center by: 01 ,_ Entered in Sierra on \ ' ��-'41 Phone Number: .1Z< --7 S 5 6' 5 Summary of Revision: cLca u? p r A -/c)( 5 74, 566 RECE 1,4 CITY OF spy 1 21999 pew CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 Dear Sir: City of Tukwila Fire Department Fire Department Review Control #D99 -0379 (511) • �..- ......_.....,.... _._......rw +Nrtalom October 22, 1999 Re: The Junction Lot 15 - 5610 South 150th Street The minimum fire flow and flow duration requirements John W. Rants, Mayor Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 for one - and two - family dwellings having a fire area . which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206157$ 4404 • Fax (206) 5754439 Res; . -' ential Sewer Use Certif icy :on KING COUNTY (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The King County Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Water Pollution Control Division at 684 -1740. (Please print or type) City or Sewer District itt.J(la Side Sewer Permit # Please check appropriate box: Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces Owner's Name �YL'N COKCe 44C (Last, First, Middle Initial) Property Tax I.D. Number 3777 ?SG?- 6 /co Property Legal Addres�ss • Subdivision Na = +0•Gtaib� 4 Subdiv. # Lot # it Block # Building Name (if applicable) Property Street Address 5)() .5 / SO 4 L 5 + City, State, Zip (O KtA- (Ck. cJ q F /gy Owner's Mailing Address (If different from above) Owner's Phone Number (4z5 2Z3 5' 7 C Property Contact Phone Number ( ) Party to be Billed (if different from owner) Party's Mailing Address (if different from above) Date of Connection: x0.64= x 1.0 = For, King County use : '' Account Monthly Rate Six Month Due Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 C f IYR ECEIVED OF TUKWILA OCT 1 8 1999 PERMIT CENTER DV--0379 For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected to for determination of a revised capacity charge. dam"/ q Signature of Owner /Representative 1 774 21 t OL Date Print Name of Owner /Representative �N ( 1057 (Rev. 2/96) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer GISTERED AS PROVIDED BYLAW AS C ONST CONT .. GE # EXP DATE := 13DH 02 0 '. CC01'' TRYONCL0 EFFECTIVE DATE 03/08/1999 TRYON CONCEPTS LLC ..:.. PO •BOX.:1. TRENTON WA 9805 • TYPE K COPPER WIR 10" FIRS PO ED • USE B BUILT 745 4 . 00` U3HED R WATER NE TO OUSE 30' FOR PPER FLOOR 20' FOR AIN FLOG CL', TR z 3-1 8" Q W WAT - SUPP Y STUB I UT 3/4 - M : - ER-- IE =I85.0 ' 4 71, ,111 • E AGO. CO OTTNEICAT „Ax4VED 5. E@ i1 TOGARAGE FIRE C 1' NCH - ADS N 1 555 FIFE 155•50R 35 al A 2 SLOPE 4, EATER SIIPLY FRCP1 ETER M TO THE F10t1SE 6 3f4•- EATERETER FosTITE 5. EATER S1 F'PLY CO EClED To EATER PETER BY IK TAF• Dp. 6_ SIM L BE QTLY STABLE B 8*5 SEED I MOLCN BY EL• ice 1. T ARY ER6SIcN TO BE STRAW . 4:TI$' DOIS4IL 56)E D' HE LOT INDICATES EXIS'tING/PRO NATURAL DRAINAGE PATTE • • APPRIL SW YARDS O OF EXCAVA TO STOCK PILED IN REAR OF CLEARING LIMITS TO BE PROPERTY LINE EXISTING TOPOGRAPHY 25 -0' 4' SIDE SEWER MIN 2% AND 10' -0' MIN AWAY FROM DRIVEWAY' STORM DRAIN STORM DRAIN STUB OUT IE= 185.00' "IA 40,itiaike � /,�lkim 8_I ESM ,1 PI Iiimilittazzl111■1111■1111111 ' e RECEIVED �� ®®oo � � SANITARY SEWER STUB OUT -- �E =Td33 PERMIT CENTER N87° SITE PLAN FOR L-bT IS SCALE ! 1 - SETBACK SUBDIVISION : BERGSTROM (THE JUN ION) FRONT STREET ADDRESS • 1` REAR 10' LOT AREA : - PLAN •. PLAN '2105 SIDE 5` OU,NER TRYON CON CEPTS ADDRESS • 14420 SE:84th ST. NEWC STLE PHONE (425) 255 - 6'518 TAX •• - .. -LEGAL DESCRIPTION CITY OF T U WILA APPROVED OCT 2 1 P'D rvlrt,l CI' SLDtn;G Dr R ADDITIONAL INFORMATION SEE L ENGINEERING DRAWINGS RECO ING #19990726001980 FOR URI.ACE WATER/STORM WATER CON OL SICSTEM, REFER TO KING COUNTY SU�Itt ACE DESIGN MANUAL R ER (SION ONTROL USE STRAW N THE DAWN `LL SIDE OF LOT JOB 8 . 5502.02 PLAT FILE 't 99155 D 4TE1, 08 - 01 - 99 S RE1�(ISED DATE. I0 -II - 99 MJM pp ler Ar hilecls,\ P.s 13 00 Northup Way, %I/33 Bel evue, We. 00005 tel 25- 841 -5320 fez 25 -641 -5319 ION C DRIVEWAY ,-- F .05 . 55125.2 Kappler. Architects, P.S. 14311 SE 161h ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 ............... Tryon Concepts Date By Doeaption MAIM 1.1 MI. MI Plan # 2109 RAS ORAWNG IS 0 COPYNGHTED AND IS THE EXCLUSIVE PROPERTY OF TIE ArClITECT ,,KAAV9.,9902,9,10,?1 • 1999 35 Slog F F MOMaton KWIM ,..r.!! m30 1.111tOd 'Link AA \y!\AyVS \TA /0,'S211OTT 1A -099 105341 ,"TNNT nt WUrksIti M)IIM 3 -0 on N [Tar .., vill I NM II 9 DWIlire ,1 1 ®._ I • - iii - i 11.4 � - e 'L 1 � iv, mar PI -4 mrib - - - . — MI ■114 01 111. I w11M11Y1 11.1 II 111111.1110111111 11.11.10 1 Kappler Architects, RS 14311 SE 16th 5T, BeDewe, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 - Tryon -Co cepts Da le By Dew " " ""� no Plan # 2109 TI-SS DRAWN() IS ©CAPYRGHTED AND G THE EXCLUSIVE PROPERTY OF TIE ARCHITECT _ 'Link AA \y!\AyVS \TA /0,'S211OTT 1A -099 105341 ,"TNNT nt WUrksIti M)IIM 3 -0 on N [Tar .., vill I NM II 9 DWIlire ,1 1 ®._ I • - iii - i 11.4 � - e 'L 1 � iv, mar PI -4 mrib - - - . — MI ■114 01 111. I w11M11Y1 11.1 II 111111.1110111111 11.11.10 I Al M \99199GHb t IFJ- 14 1)594/ Hwt IAWak,lutrxt Ma11M L F tri 0 con � 4 3 4 " 1 "..0 Om C Ka P.S. ppler Architects, 14311 SE 16th ST. , Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 . Tryon C ®nc� t S miry set MN Plan # 2109 THS DRAWING B 0 COPYRIGHTED AND B THE. E CO.USNE PROPERTY OF THE Mil NM o ARGITECT I Al M \99199GHb t IFJ- 14 1)594/ Hwt IAWak,lutrxt Ma11M L F tri 0 con � 4 3 4 " 1 "..0 Om C I SHEARWALL SCHEDULE RCM ury uoiwo 1 7Mp In ,19,rorn ir a. *ES uses aa• Q %smear ace mat ter IL Sr• Y•I WOAD WS LES L >D Mr •.f fA. 4 ar de 70 SQS.. ORES sae sr TS Sr..r M•S' TD ar•.r Ls • r 11 u•om WS e_•.r v so. .s La • r re..- oe we ytEE la IWO ra.rL f. ee Trs Sr• nil Sr•sr 5 M•T Y•ia• 33 a! -USE L MOS TIES Sr. a' MOON LI • r .LOWS Ins ass AO WES VALIUM MELLO LOOS WV WA• TO Sr. 11: G raf .^ra.nr Ts sr•r. Z rgO le•r eY1 WOOLLIER O R ECIL. O_Spf R reef STS. FOUNDATiONI SHEAR WALLS 11/eea o»l®.a RIONATCOMPLUINCLONCIAMILLOG mOrroONCOLIMILIMILOOM .arraaoDSrwe�s or." WZOOOOOLOLOOMOILLLILL AW LEMICAT.SM•PosomirIELOMONSMOLor - = - •CNISISIIW.l.ISIP6001EO00•Ci a MAIN FLOOR SHEAR WALLS cs«: .cw scrag vra.sc Zan— SHEAR NOTES LISS yrOl,e MIDI reiraMENA sys. seam. scassos.masaerssa mews ills arsarees.Eescalr sow sass= 11@sscso eCfassa rs ssorsp : " As slam IIYd sss sssss ek• • Ja!`FR lYOEa'a m / a r Or6Res /lEWWII1 >lEa 66 swam /O�9 LI EGIMI , ! 00 MOT AA•LT ALmt. Emosmwarrusewcrasstxanve. '... santertcatEemate .owls tat [tarn! LAILE VOCOCL lGerareO OWLLS NOLL Cr ALUM aeL'sIS.T CF MI CA2Su ROIL MISS Lon snrmoQ asset o sto.o esato ra t.ElL SImserDMILLELSILL OLEir.G '.. .1T+COfKJRmIL^ L?lemalSaraam Rsr wensiM rsoLOD E 11■11:Ksm.lzLa DO MAILS OOS^OMIOCL IM iER MALL maims MISSOLrtelrC.ClE:LElams6ANO MEM E. srsach.£a TE ammor owaAL cr...ionete .alorer se. aa racier, RSeEAIii* csna ErISOessoss ORRt]r scss SG sum. tf 10 o AS Pam Er$ LOO roe. SO®eIC1.+E LL0111. wweE EX. • a.• LOG ltiPOLENLG air a TG Ms nano RTlom eaaaneee AND sum: a0ase SUM iatdRITOAPAYYR'llel DG MA NCE T. Err.0 LOG r.E' E18 NLL OE NOM Qai rL8 WOE! a10 er ¢.. 1 r•36m suss. eel., ss maw mrsocaus se arrays re so UPPER FLOO SHEAR WALLS SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS RECEIVED CITY OF TUKWILA OCT 1 8 1999 PERMIT CENTEF 0 0 O 4k a m 4 G • F .sew SO115.2, 1997 UBC S3 91910f SW11Th -'1d dal 01 411191Of irl 9101 1 401 OF 9NllIVN $LV1d 140110U 91O111V1,1 S 1 el r .r 4. nn Si nn IS n n • I LR al AI A 8lkia Att NMI I II 11 !III - 111 1 ik IL — ilhh Illt , labile 171' j Ili 1111,11"1- , 1 I ilifii7;114 EG2:71; :,,t1 Is i ! I f? wir 'wig l tir --'N c,... ' - 111 P Il b I Al Um 1 y 1 km Ka= AM 1 , .,, . g le - ME tam 15A Atm ni . LIPG 1" MA V&A. 'St . 711111PW Ileir 0 " nfoonam, Poem re moms POINT LOAD 1114•410133•1192 err p*raere % NOLO WO. asna ear offeramemom vesar-a. enemirenesseversancrori ro ex veep ONIFLOOR ORLON — RDPITORTA., O TO WW PORO.T tor...eree mei wax:frames UM r" emeseetati. " M CFO-ETA ITAU. P Mom& M rof 1 TELCO PQM ORM* ORREPORE RTRRO,-04132.1% AHD MPS Nor DI 4100 1 1-!!.1• r . - . rig seerceegeseeeets soosseasa. asmeincezebreeriewroorAi/Przewermi'malgoe TO INALSFOR OBBB1431BI SMENEVISINIL 'PANELS - ow% mc--,eirrtp, asr weaultmeft'omraxt L taxFawastsoarrapArmovito setstosaage utr snateatiti CLEAREE11113BIMOBSIVENBIIiiliaJMEASSIMILBESB AT Vac Ariireet.Eventseor Arimereer,marreemesermse ewe curs • 24. ac • XL OONVW* ECNMAZOINISEDVrage$ I_ROORS601110,30PCBC Ife/PA BNB" FILIIKEVM13031411331, AV GLOM_ AGM* EBALL aVIR311,110/PA smixosIgiOsoforwarmge so axes AT worme EmasiguissAuxemicara r.0*.cfneei.E0 ;les AT 11111301BXVB ark( coontmetiinuranisisowmadwor 3. mum, 'SHALL OE 641/0.11FACEERN4FER.BleMer10811,:e35 AND BV tensoismainami , • 1 II 111111MIN Ar MillIMINIUM I 1 ti i 111 5111.10 niiIMMEMB.,, liJ II 11111111MININNIIIMBIE 1 -, nr ra"Mt I 11 IIIIEM ii N 1:19339 mor 1 mosil m : - 9 IM MENNEkliA ;J r, i- 1 1111111111110 ri 1 al Ails, , 1 - - i I ME isieffillikffiff 1 1111111111M11011 inliMin : ISIMMINSINE OE 1 , I g k 6, I I = gguk_...visma In Nik 1 ! , limim SW RIMS% SHEARWALL SCH DULE le 1 . , J e 2 I 1 11 g 1 5** -413 •c. isd•Q VP 403 COE 54CE Ga-4 Mr ile or 5•3 fr. v1 76- S.e ei • •6 • LET tee t,--.- aro --as r RY W•ES . G2-4 CR SO, 48. 15d• b •5• Sii, OE 1110 6003, PI-6.4 wr • F-6 50 • 4.5 . ..or Ski D• 1.1•5 is, • 5 .6d .5 PI-4 5.e • 32 d4• 15d •4• SO • 24 'd • 3• .22 • 3 PI-3 W F2-32Z. 5..O• pI-2— 5 : 7 Wd• EV .•5` w al RCM (2) REED 16d•V ei.24 STAGGISRED 71135 DEL RE - uw 0213.7.0 SOES CORD.. en F3-4 STREC, pree, ER WEARING 518 • 16 Ibd• 4' 4' PANEL aro RE a/ ROW (2) PI 543 5 154 d DEL 313144 wdemoAeo, tlt.,4 5, T A L I4,,S RE-CEIVED 510N CITY OF TUKWILA 5a' •-�• I NOV 1 2 1999 PERPAIT CENTER Tnvri CITY OF TUKVRA APPROVED NOV 17 199t AS NO( T, -O Irz' w -o V4' 10'S GENERAL FRAMING NOTES 1 L aEec SEET FOR ALL GENERAL MITES 4 2: SEE TYPICAL MATERIALS LIST ON SECTION SHEET 9. SEE COVERBH$T; FOR ALL NOTES AND FiFF 5 4 Miss s DE6414 BY r•t4N.F miss KAN 6I420I IS FORGER/ AL- LAYCIST CRLY SEE DM (OW S1:E'Fr tFtl3B6.LC1AC71NG SEE D V 0$0001A SHEET. A-1 113196 SPAN PER FLOOR PEAKS - TRUSS TYPE PER `EDGE FRAYING: PLAN 5, ROOF FRAMING SPACNG. 24` oc. UNO- 6.ROOF PITCH EXTERIOR. FER ER.EVATICH NTMOR PER SEGTECFL ?.. RAFTER 'TAIL 2x4- VERFY, 1 FOUNDATION KEYNOTES 1 I CONCRETE STEM WALL S WIDE tLTh MN: 15XT FOOTING. SEE DETAILS'. FOR ADDITIONAL SEE DIV. 3 SHEET CONCIETE STEM WALL 6' WIDE WITH MN. l2 FOOT6 , SEE DETAILS FOR ADDItiCN L 6nCf3 SE DIV. 3 SHEET A-1 CONCRETE SLAB CN GRADE SHALL SE C THICK STEEL T(Zd7LLELED W/ 6x. UA.441 t4 U4F ON 4` CR4NULAR FILL .SLOPE. 2' TO DOOR PROVIDE THICKENED Fl AT DOOR SEE DI V 3 SHEET A -1 1 4, b F G4T ON CB66 1' ABOVE 5L:18 c 1 36536518 MAT F OOT4k ON SOLID SUBSTRATE u4) 4;BAR EACI4 44Y. SEE DPV, 3 SHEET A-1 CRAM- SPACE' VENT. SEE CALCULATION BELOW. .SEE' 1 SHEEET A-1 ALt GPI_FPLE LS ARE 2x4 OR 3x4 UN,O, 14' MIN ERA" LEI4GTH PER IIBC SEE DIY. 6 SWEEt A -1 4x10 SEAN LINE. MR4 CLEARANCE MOI'1 COP+i1E 4x4 AT DP08T ' CF BEAMS AND BEAK} WITH 2x4) SEE DIV. 6 SWEET A-1 $ Di 50! $ - O. R 404 ( I T ON MAT FOOTING .U140 PROVIDE 4x6 POST + BEAM - 51.1 k;E 4: POSITIVE . CON- NECTiON FRC 1 POST TO FOOTING PER DETAIL 16/D1. SEE Div, 6 SHEET A -i 6 MIL SLACK POLYETHYLENE GROUND COVER ( FP -2 � FP-3 � ( FP -61 FP-1 { ( -eI SEE D1V 1 SFEET`A -1 ELECTRICAL SERVICE, ; PROVIDE CI) 2 1/2' SCHEDULE. 80 PVC CONDUIT FOR'EL- ECTRICAL SERv10E AND )4/Sxs'L ,,NG GALV4NIZED':ROD FOR ELECTRICAL GROUNDING, ' SEE DIV :16 AND VERFT W/ SITE CONDITIONS BLOCK OUT N STEM WALL FOR DOORS, NVA C�, E f C, A$ REQUIRED. .18•x24' CRAWL,' SPACE ACCESS. INSULATE ANp WEATHEF2 S11 . DID. 010922 SHEET A - 122 f - , } PF2E8311 81_c Kw4 OF,.SNHE SIZE AS i 1 ADJAC6!1T 201ST:. FP. - 14' 1 24`X24'X4' F1AT.fOOiINC ` 0414 LlS? E&1 STRATE tUP(2'),T4 T 4 04R' E 4G1 424Y OR 12' STRIP FOOTNG 1°ET DElL 16/01 306.')(1 MAT FOOTING ON' ; SOLID SUBSTRATE W/ (22 14 ,44 E4C44: WAY OR 15'; STRIP FOOTING PER DETAIL 14/ 1 16 X6',Xt2 FIAT FOCT,1Ns CH SOLID SUBSTRATE UV (2',I 44 SAE2 EACH442 (' FP -n) STU2r @FEEL 12' 114T0 ''SL,4B 4 12'oc FP =,15: S. ROOF TA4L AND RAKE OVERI4 PER ROOF q A2L.IEADFRS 4R 4x10 DF CI PROVIDE (V TRIMMER STUD UP TO 4'-0' SPAN AND (2) TRBtIER STUDS OVER 4'-0' UNO. a SEE DIY 06100 54 EET A'1 E FLOOR J016r SEE DiV -, 6 SHEET A -1 1 48 BEAM LINE, SOLID BLOCKING 55ET144EN JOIST 1 1 OVER 4t4 0R" SEE DIVISION 06100:: SHEET A -1 (FP-20) , PR0V1DE SOLID BLOCKING T14 J JOFST '- SYSTEM TO PROVIDE SAME AMA OF BEAM SUPPORT AS ABOVE AND BELOW 445 P l ' is SHEET A - MIN. 1' CLEARANCE FRCI.1 CONCRETE At END' -. iseAris EXTEND - PIER MIN' 1S' T3ELCW SURROUNDING GRADE $' DIAtIETE F STEEL 4041 FP -241 EDG4 0040 E14 FP -IS FP -21) ( FP -22) !FRUGAL STRAP WITH 611E DESIGN. DM 1 TO F. 4 ED CN FL OOR BEL OW 517o RIZO ST RAP WI TH 61 DESIGNATION ' '.) ON WITH 1 1 EA IGA TES B I`F GAI.C E ED LI MBE R''. I 6 ' ° G .S WEAR „! :ALL YPE T "04 SHEA4 AIL W 30.4.AL :I: WALL AB . . W44L b 6 L : I tT - ( 0. ,E CTH4RN)I NOTED. 44014N6 AND CULATII;M 434 NCT OVI N4 44R ;_..,, . Gm/ of TUK MP.PM1r 4 41444 0 LO CO 0) X 1t 0� C!) C 01 tai co — csol d i m , zr U SYNC . OLS & LEGEND 0 POINT LOAD 4401'1 ABOVE POINT' LOAD FROM ABOVE W/ LOADNG POINT LoArY:1124.14SeElI2Nd : DOU.N 40140' LOAD TRANSFERING. 0042.4 W/ LOADING HANGER CITY Of TUK P01Nt: LOAD 1RONSFERED BY KICKER APPROVED NOV 1719 MOLD DOUN WITH SIZE DESIGNATION A.S °( cu lQ. J161 N0.:. .025 - 22 I1 I�II' :41111111111I__ I Iq - -11,1 I LLL_I 1J. 1 Bed 2 GARAGE DECK / PATIO 1163 SF 946 SF 2109 SF 528 SF 90 SF SQUARE FOOTAGE IS MEASURED TO TNE. OUTSIDE FACE OF WALLS. STAIRS ARE TTO BBELOW SPACES AND GARRAGES� NOT INCl_L ED IN CALCULATIONS. Covered Porch DRAWING INDEX AL CODE NOTES Al FOUNDATION & MAIN FLOOR FRAMING Al MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS DL STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE FILE COPY C. _. - and omissions not authorize the violation ci ode or ordietelev thesIpt of contractor's Proved -mod. /lau(>2 -r as—t No l 1 A -o3- SEPARATE PERMIT REQUIRED FOR: L;'IMECHANICAL ErELECTRICAL £ IPLUMBING ET PIPING CITY OF TUKWILA BUILDING DIVISION REVISIONS NO C ANGES SHALL BE MADE TO THE SC PE OF WORK WiTriOUT PRIOR APPROVA OF TUKWILA BUILDING DIVISION. NOTE: REVI IONS WILL REQUIRE A NEW' PLAN SUf .^.i'^' AND MA INCLUDE ADDITIONAL PLAN 311'. ' ' ''! TY OF TUKWIL APPROVED OCT 29 199 AS NO t}UILOIPIO DI m U 0 U esl CI A4 co pp�� vJ ` co ad w o V m ; U? lc C3 ' r%0 a) ITS m 4 A C - uKwILA Q. OCT 11 1999. S2 PERMIT ENTER JOB NO.: 99525-2I SHEET COVER SHEET \\ MANSION \DWGS\MASTERS\XREF\A1.DWG REVISION DATE: 08/12/99 - "monva 4 1 1' I ; a fiR if$t 1141 a k !! ; g R �� tog , ;•l 18j a It ig ! A a i 1 •1"I J 1 0 t n s m2 P lilliiii as k N s Ri t 1.11 1 4 Ikl:tiP 1 I: 114 N if 4111 Fl a a t 1A ' 4 a i l if t r of a1 4 ~1 h € ait lf I 1 s ^ 33 S , ti ¢ i U sad 8 1 1 ! ""j i! ; fp,r, 1 a i !ill ! o N 9212 m il �3d Will s s S C g 1 - 1 I t 9 t g I a A I C6 I i i ! Ill E � j(a W " Se■^ ° � [ ` Iti pi i t $ ili i E 4 1 � aka g`�a Ii 11411 i � I° ° a a1 I t 7 � I � l l L % lilt 1� R�t� 1 a d4111 I' i ' ij ti 4 II i II 1 I -4 - 1 gl gi . 1111 lifI k- ilCtx,���a ° te r E ef l a a aii la 1 ti mai Oil 104 diq fijoqi 0:11 Oil 11 l ifl hl II 1 JI t' t L It I =eI� s I I. -�i < ,p2 wa' i i Iaw8n a" onv ! l 0 1 4 - i 4 l I a- r ^ iii b 0 1 11!! FFF ig I i f d l 111111111 1 r , 1 111 1'''1 a , 1 ill 1 ii p il ri i i il 1e Ali i 1111 1 It f - 1 i ; 1 i 4 a Al I SHEET I Lii !� o.1 �ri TITLE Kappler Architects P.S Kapp ler Architect 14311 SE16ti1ST. n Bellevue, Washington 98007 . (425) 641 5320 * Fax (425) 641 5318 m STANDARD CODE NOTES Date By Dasaptlon MI THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION 1997 UBC. THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSNE PROPERTY OF THE ARCHITECT MI MN S \\ MANSION \DWGS\MASTERS\XREF\A1.DWG REVISION DATE: 08/12/99 - "monva 4 1 1' I ; a fiR if$t 1141 a k !! ; g R �� tog , ;•l 18j a It ig ! A a i 1 •1"I J 1 0 t n s m2 P lilliiii as k N s Ri t 1.11 1 4 Ikl:tiP 1 I: 114 N if 4111 Fl a a t 1A ' 4 a i l if t r of a1 4 ~1 h € ait lf I 1 s ^ 33 S , ti ¢ i U sad 8 1 1 ! ""j i! ; fp,r, 1 a i !ill ! o N 9212 m il �3d Will s s S C g 1 - 1 I t 9 t g I a A I C6 I i i ! Ill E � j(a W " Se■^ ° � [ ` Iti pi i t $ ili i E 4 1 � aka g`�a Ii 11411 i � I° ° a a1 I t 7 � I � l l L % lilt 1� R�t� 1 a d4111 I' i ' ij ti 4 II i II 1 I -4 - 1 gl gi . 1111 lifI k- ilCtx,���a ° te r E ef l a a aii la 1 ti mai Oil 104 diq fijoqi 0:11 Oil 11 l ifl hl II 1 JI t' t L It I =eI� s I I. -�i < ,p2 wa' i i Iaw8n a" onv ! l 0 1 4 - i 4 l I a- r ^ iii b 0 1 11!! FFF ig I i f d l 111111111 1 r , 1 111 1'''1 a , 1 ill 1 ii p il ri i i il 1e Ali i 1111 1 It f - 1 i ; 1 i 4 a r GLAZING CALCUL&TIO TOTAL S*OF HMS l Win SF TOTAL St OF GLAZING MO w TOTAL S OF GLAZING 116 _ SF-16 GAIdaLATlp (Sims air penesseesses 6EG... FORTH Si THE 1140411ISTION srAiimL CNC{7E'. MEW TO ACIDENOSAL P TO ''. a1RIFCRRf mammon oc cesisconatcE ccricludsce SYMBOLS AND LEGEND mg- OMB= rya To =SDE', 50 On TOL 417NCR E N IVO an PIK utiCa.E HOSEEFA611 LmIEI CRT M TN . VT06 WHOLE HOLM EXHAUST PAN caiECTED A 24 NOM TSER - 100 CFIN PRC vTo I TAT s 54r ABOVE R.CMOR RIBbswim DETECTOR. PER IJOG OR M BATTERY BACKUP INIH2GA'iECTED 24 INCUR TR'ER TO B1q-E NOUSE FAN 619OHANICAL, "strewn. AN® ELECTRCCAL SYSTEM FOR, WIT& FER DM 15J6 SIEE SNIT Al A. FROVR1E b DIAMETER FRESH AIR MACE FROM OUTSIDE TO RETURN AIR FLOWN AT RrlIAGE MTH MOTORIZED FLOW DAMPERS. — PROSADE THERMAL IDCRAN ON TANG AT WATER NEATER. C. STRAP WATER {EATER TO PRAMS* TOP AHD BOTTOM D. PROVIDE PRESSURE'. RELIEF LINE FUMED TO O.TSIDE / 2'-1 1/2 W' -0' 5' -91/Y MADE SELF - .41302E `Q.fz TOTE + .. SI-VT ABOVE BMILTNOCIFLOCR VIII 112E1 3' -il VY 0 -4 3/4' /W%IX PICKETS •4' O.C. •36' RAIL 8'-3 /2' 18'-0' WALL TO BOlTO7 CF TRUSS BUILT N CHINA CABINET 5' -'I 3/4' FLOOR PLAN Saw II 4 CITY OF TUKWILA APPROVED OCT 2 9 1999 ( I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES ( P -1 ( P -2 1 ( P -3 ) -4 1 ( P-5 j ( P -6 ( P - T ) (, -S ) ( P - ( F-IB ) ( F-Il ) ( P -12 ) P -13 ) ( P -14 P - B) P -16 ) I F - IT) ( P -IS ) ( P -I9) ( P -20 ) ( P -2I ) ( P -22 ) ( P -23 ) ( P -24 L EEE COVER SWEET FOR ALL 0B/ERAL NOTES AND REOIIPBIBITS. 2. ENERGY AND AIR OIAILRY SFORMATIC/1 SEE Dl fl SWEET A-I 5 SEE BUILDING ELEVATION FOR UNaDCW OPERATION SEE DIV.. S SWEET A-I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SWEET FOR ALL NOTES AND RECURS—TENTS CANCERUNB FELHANICAL, FUNDING 66D ELECTRICAL OCCUPANCY SEPARATION APPLY (I) LAYER 5/0 TYPE �r 51223_ TO ALL WALLS AND CEILINGS CF GARAGE 510E FR(,. I FOADATICN TO SWEATHING_ SNAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TA FLOOR JOIST SEE DIV. 010025 SHEET A -I i 3/8' MN. SOLID CCU DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 01002.5 SWEET A -1 STAIR ASSEMBLY NOTES: PER IJBC SECTION 1003 A WEADROCTM MN. 6' -S', WDTH M81 - 0'_ B. TREADS 10' MK DEPTH, RISERS S' MAX. HT. C. HANDRAIL MIN. 34' TO MAX 38' -.BOVE TREAD NOSING. HANDRAIL 112' MN. TO 2' MAX. CROSS SECTION 00'0!8/0'4 AND 112' MIL CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLCSI. E COVER USABLE SPACE ENDER STAIR W/ 5/8' TYPE x' GAB. (2) LAYERS • CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN. 4' BEl0EB4 BALUSTERS. SEE DI, 010002. SHEET, SAFETY GLAZING PER UBC, SECTION 2406 A WMDCWS IUTHlN IS' OF FLOOR B. 9.1900013 90141N A 24' ARC OF DOORS C. WINDOWS AT TUBS AND 5440110RS D. GLAZING N DOORS , E. WITHIN STAIRWELLS F. WTHM 5' CF TOP OR BOTTOM OF STAIRS SEE Div_ 08800 " SWEET A -I EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 08600 SHEET A -I IGNITERS. FOR GAS FRED APPLIANCES N GARAGE TO BE. IS' MN, ABOVE TOP OF SLAB. SEE DIV. B SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAM INLETS. SEE. Div. 09250 SWEET A -1 (2) LAYERS OF FLOOR 51-EATFIMG OVER FRAMING. S' MAX. RISER WITH 10' MN. Rr4.IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER LBC, SECTION 1006 SWEET, A -I IS x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -I 22/30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE Dv. 010021 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. 01002.5 SHEET A -I B. ZER0 CLEARANCE FIREPLACES. SHALL CONFORM TO MC REQUIREMENTS. SEE Div. 010024 SHEET A -1 C. HEARTH SHALL CONFORM TO MC REQUIREMENT. SEE Dv. 010024 AND 9 SHEET.. A -I D: 5/8'. TYPE 'X' we 0-1 HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE FLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER MC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NO51NG5. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER USG SEE DIV.PS SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6'. STUDS. W/ R -I9 INSULATION MN. SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR TOTAL GARAGE 1163 SF 946 SF 2109 SF 528 SF DECK I PATIO 90 SF AS tSJItD SQUARE FOOTAGE IS MEASURED TO THE 0 3 79 COUNTED F ONCE IN CAL i4L11LD�1t t7IV IOPJ TO BELOW. SPACES AND GARAGES A NOT INCLUDED IN CALCULATIONS. Dqq 0111111 411 F O O yy F- Q c4 6 � ll� ® \ 111 � 2 U 112 LI 43. o 8 8 0 LU O JOB NO. ; 9902521 SHEET A3 ENED CITY' - rum LA Q OCT A 1999 PEPM CENTER , SOLID ELK' -- L_ --1 -- *ED HELL TF115$ES_:. CITY OF TUKWtLA' APPROVED OCT 2 9 1999' S NOIFO 3 iLn;7G 01VF iC 1 SYMBOLS .& LEGEND POINT .LOAD FROM ABOVE: POINT LOAD FROM ABOVE W / 'LOADING POINT LOAD TRANSFERiNG DOUIN POINT' LOAD TRANSFERING, DOUN. U.V. L.OAPING HOLD pCLN WITI4 91XE 1 VERTICAL STRAP' WITH SIZE DESIGNATION TO BE USED GN FLOOR 9tE1.OU1 . .- HORIZGIJTAL TRAP WITH SIZE'. DESIGNATION INDI CATES BEAK! 0 WITH iND O MIMBE E XTENTOF SHEAR:UTALL TICPt' •OP 44 A UI LL BELOW ` NOTE: 1 U E$15 Q7'NERWI INIQTED EN&INEERING AND CALOJLATI ARE, NO - +vIDE >` IN THE Dfsr4WINt..5 D2 I GENERAL I. SEE GONER SHEET FOIE ALL GENERAL PiCFM AND 2. SEE TYFlCAL MATERIAtS. G 3ECTI",.TI SHEET SEE COVERSIEET: FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, P'Llii R4RAr. AND fr,LECTRCAL 4 TRUSS DESIGN BY MAHNF. meet FLAN SNOlUN.IS F'4`.. *ENERAL LAYOUT ONLY SEE` NV. 8100 SHEET A-1 MISS LOADING SEE DIV_ 010001A SHEET A -1 - TRUSS SPAN PER FLOOR. - TRUSS TYPE PER ROOF fRAING PLAN 5. ROOF FRANIN SPACING. 24' on_ tiNO. 6. ROOF PITCH- EX'iE IJR PER ELEVATION INTERIOR PER SEGTIGTt. T. RAFTER TAIL 2.,4. YERIFT, S. ROOF TAIL AND RAKE OVER I4ANG- PEP ROOF FLAN. ALL HEADERS AF= 4d0 DE 4 UND- PRO:4C E CIS TM STUD L P TO 4'_0• SPAN AND C2} T STIRS OVER 4'-0` ONO. SEE am 06100 SHEET A -t I FRAMING PLAN KEYNOTES ( F - 1 . SACK AI-IND AND�SOFFFT- A. -A$ 1 REGIJIRTO ALLOWPOR F�/AC DRSG. SEE DN Il5 SHEET A -I . RAKED PGNY WALL. TOP OF LOWER R� l 1 HZ^MING ME7'lEER5 UP ...i2 ROOF FRAMINGMEMEERE. ALIGN EDGE OF JOIST WITH FACE OF WALL } ALIGN. INSIDE FACE OF BEAM WIT. OUTSIDE ( F -4 I FACE OF W ALL f -5 I UPSET. - BOTT OP E£AM EW U T BOTTOM OF JOIST AN D TOP I SEAM EXTENDS Ii Ate, JOISTS F 6 TOP OF. SEAPI F5.FLUSH WI OF JOIST WITH PKl TOF' PLATE. TH BOTT CUT ADJACEN FRAMFNG MEMBERS INTO. FOR ADEQUATE eIFPORT: ATTIO SPACE VENT. SEE CAL'JJLATION SEE Div.... 01402 SHEET Al - FLOOR JOIST - NEE SCHEDULE DUG. SEE. DIY.'.. 06.100 SHEET A -I SEE ELEYATIONS. - SECTIONS FOR RATE HEIGHT PRESSURE BLOCKING SEE DIV. 0bi00 SHEET A -I RUSH -. BOTTOM OF marl EVEN UV BOTTOM OF JOISTS TOP OF BEAM FLUSH.UU TOP OF JOIST AND BEAM EXTENDS DOILN BELOW JOISTS TOP OF BEAM S BELOW TG; OF JOIST TO ALLOW FOR HVAC OVER SEAM' AND SEAM BUMPS DOUN BELOW JOISTS 2X6 OVERFRAMING. ®.. 24' OC t F - S ( F -I3 , F - 1 2X6 CEILING JOISTS. • 24' OC 0 0 '1KAA\ 99\99025 \9902621 09 Sheet; UP Wortcstation. 'Pai lM .I0-918° '•318' ki)' -91/2' - - 5' -6 1/2' 10' -3 18' 44' -6' 1' -6 ' S' -318' 3'-9 1/2' I6' -3 l,2 1'•4' • cc �o to - cn y MN' �, o ti m A k O - D O N m m ;, ADP m t�i� , Tm. " w�g z . A I l §, 1 r m. i w �w ' PI- . i M P 7, U 6 U 7, 0 0m {gym �° , i P P ' t gii r r, � ! :fl ° " ij j i i IIiO 1 I O iI i ijII! y < '' i 1 ( sg g . °1 „ � mm U - m .gi.1 101 � D n � - - � ( p�� ��.. r : 5 � - _ i d ��rA Dfn .. itl llj S S2D3�. - � '�N pD rr ,; � , k i 7R0 �l - i 1��1i AA i ® ti I iv__ -. 4; t jo r 9li li 1.' � � � — 11 lo D .- - � 2 -- _$ W 2 _ -.._ ' -5 / 3 3 R1 1 ' i I 41'' x F x A5j I JOBNO. 99025-21 � Kappler Architects P.S. 14311 SE 16th ST. Bellevue, Washington 98007 - I F 5) 641 -5320 * Fax (425) 641 -5318 , • --� Tryon Concepts Date By �89Cf t�Of1 6PM PE98111151 Plan # 2109 THIS DRAMIQ IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF NE ARCHITECT '1KAA\ 99\99025 \9902621 09 Sheet; UP Wortcstation. 'Pai lM .I0-918° '•318' ki)' -91/2' - - 5' -6 1/2' 10' -3 18' 44' -6' 1' -6 ' S' -318' 3'-9 1/2' I6' -3 l,2 1'•4' • cc �o to - cn y MN' �, o ti m A k O - D O N m m ;, ADP m t�i� , Tm. " w�g z . A I l §, 1 r m. i w �w ' PI- . i M P 7, U 6 U 7, 0 0m {gym �° , i P P ' t gii r r, � ! :fl ° " ij j i i IIiO 1 I O iI i ijII! y < '' i 1 ( sg g . °1 „ � mm U - m .gi.1 101 � D n � - - � ( p�� ��.. r : 5 � - _ i d ��rA Dfn .. itl llj S S2D3�. - � '�N pD rr ,; � , k i 7R0 �l - i 1��1i AA i ® ti I iv__ -. 4; t jo r 9li li 1.' � � � — 11 lo D .- - � 2 -- _$ W 2 _ -.._ ' -5 / 3 3 R1 1 ' i I 41'' x F x ROOF VENT CALCULATION J BASED ON 3 24/7 HOLES. PER VENT BLOCK I!FNT CALLS BASED ON UBC SECTION 15053 - " TOTAL ROOF'.. AREA EGO SFAX •633 SF OF VT:TIT AREA RE 50 '.. a AT, EAVE • an SF. REQUIRED 50 , % a 36' (MIN/ ABOVE EAVE • 317 SF. REQUIRED 4 ROOF JACKS. AT. SO: SQ. IN. EACH.BB. SQ.. IN, Be 8F RUB LF. CF EAVE VENTS AT 53 SQ NJLF• 588 SO. N.494 SF _ GABLE END VENTS AT _ x_ • Sa IN.. SF L. GABLE END VENTS' AT x_ • ZL__ S!2 IN.•13 BF 3 GABLE END' VENTS AT 24 DIA1 .55 . 50: IN..t5 SF TOTAL VENTS PROVIDED' ROOF JACKS • 7a4_ SF EAVE VENTS • AS__ SF GABLE END VENTS • Jai_ SF TOTAL SF OF VENTS PROVIDED .- SF .,. AREA MAY BE 1/300 IF A VAPOR RETARDER IS INSTALLED. ON THE WARM SIDE OF THE ATTIC INSULATION. MC 150532 ''. EFFECTIVE VENT AREA BASED ON '. 30% REDUCTION DUE. TO I/4' MESH r I GENERAL FRAMING NOTES t r F -I ( F -2 ( F -3 F -4 ( F - ( ( F ( F_ F -I (, F -I 3 ( F-.14 I (' F -8 I. SEE COVER SEES FOR ALL A GENERAL NOTES AND REaI1�s.ta+sB., z SEE TYIC PAL MATERIALS LEST CBI SECTION SHEET WE 3. E COVEIg94EET FOR ALL NOTES AND F3tl5Ca ElECTRIAL. REO.aIFB'®QTs CONGE 11ECNANIAL. FWMCA4's;. AtdD 4. TRUSS DES GM BY t'41HF. TRUSS PLAN WORN IS FOR GENERAL LAYOUT ONLY BEE DIY. 6100 SWEET A - TRUSS LOADING SEE DIV. 010001A SWEET A -I - TI0$S SPAN PER RC OR PLANS - TRUSS TYPE FER ROOF FRAMING FRAMING PL G AN 5. RCCF FRAMING SPACAM 24• o UN c.. 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LW LOADING, 11 HANGER POINT LOAD TRANSFERED BY KICKER '. NOLO DOWN WITH SIZE DESIGNATION VERTI STRAF? 111014 SIZE DESIGNATION TO BE USED ON,PLOOR BELOW 7 - HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NMIR?ER EXTENT OF BfEAR WALL '. TYFE. OP SHEAR. WALL WALL Al5OVE 33.1131111E WALL BELOW NQTEs UNLESS OTHERWISE' NOTED, ENGINEERING AND CULATIONS ARE NOT FROM • .'..N SE SCALE V4•.I -5• CITY OF TUIMILA APPROVED OCT 29 1999 AS'IQILU 6UILOIIIG OMSEOW LINT. BB FL. TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: ODIV. SHINGLES �(IDi IV. 010003) SHHEEA1�HING: ( D - IV6) 7) /W � OR EQUAL PAPER INSULATION: (D 7) R40 WN PLYWOOD SOFPff: (DIV. 7) OW■: (DIV. 9) sir OWE . . FLOORING IV. SUEPLOOR: 6) FRAMING: ULA ION: ((D INS IV. 7) SOFFIT. (DIV. 7) TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA: FINISH Hilt PLANS (DIV. 01003) 3/4. TAG (PLYWD, COMPLY, OR EQ.) /4 R.I9 PP 1/2' REEAWN PLYWOOD A HEAD 2x4 JAMB: 2x4 SILL: 2x4 -. 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II 41011 411111 11011=11101 LINE OF EXCAVATION STEPPED. FOUNDATION 'DETAIL Ii $ o113o0- 0000045 I11 IIIIII =:III III =III CRIPPLE WALL o FOUNDATION O FOUNDATiON DETAIL 3/4=7-0' 0610E-0a3oo -a7 Td l0 3/44-0' (2) COST. 4 BAR SEE FOUDATION DETAIL'S, TTP. EXTERIOR 0 LL CONSTR. - RCN PER PLAN (DIV. * SHEET A-1) 4.35 RA0BET TO FOOTING FOR POSITIVE CCHECT ai. PER A R18DICTIONAL FEOIARB'ENIA POST /FOOTING LCONNECTION 3/4.4-0° oeioo.c 15 CANTILEVER FRM'G AT FOUNDATION _ °FURRING DETAIL L SLAB ''0 STEM WALL T� 12 3/4"4.47 TREATED MUD 64U (DIV 6 614.87 A-U tTP 6(184104 b SHEET A-1, 1CTKN ' PER PL.W (DWb SHEET A -U 4' CONE SLAB PIER 4' GRAVEL BED (DN. 3 IMF EXT. DOOR THRESHOLD DETAIL ® FOUNDATION DETAIL 3/4°-T-0' 06100 3 /4 °=f-OF 41840' AS83323(314+• SO. STEEL PLATE 1/45{823.4• -0' 04. (DM SEET A4NDICEPT ASMED W emEms4LL OCIWIXLE T tSl 0:2437. WV OAS . TO• V VERT. BAR •Woc (DM SWEET 414 V %8(LJ-0AR.6' oc (DIV 35AE3 A -IF V NOM BAR. WV cc r a/3.p n•uo 4DN.3 SHEET 414 V BAR. 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SLAB OVER 4';GR44EL BED (DIV. 4 °.BEET A -U TREATED 1116 SILL (DIV 6 STET A -U I AIRSPACE TT F', 4 van. 3E -BAR FROM 3184 WALL STUBBED NTO SLAB F'O8T AD BEAM PER PLAN 4-16 EXTERIOR WALL CCN8TRIC3CN F'ER FLAN (DIV 6 airs A -I) 11REAIED SILL SEE FouvAn1 DETAILS POST Ab BEAM PER PLAN PER PUN FNI84 GRADE 1 -VT FRAMING PARALLEL TO STEM WALL FRAMING PERPENDICULAR TO STEM WALL WARR AW W123Q'X3(G• 5,2 STEEL PLATE I84 .P-4 OCQKV3S✓EET A-U DZEPr AS NOTED CR SEAWALL WIMPLE T2mL BUD. 4 oazzame 1C. r -6• GOR OVQLAP (DIV. 3 34611414 VERT. NYE AS Sn8 STEEL SPACING. (DM 3 3(ET 414 TYJNILEE DAPFFROCFM (DIVT AEU A -U 451M STEM F%1 FIY s K' 00. (614.3 %E U A -3 4' PERT FRG. DRA14 WILIER N 24 GRAVEL MO (DM 2 SHEET 43 SOLID 6 6811841E CD 4 BAR 360 (DM 3 SHEET A-U FOUNDATION DETAIL 3/4 #f-Or COITION MEMBER TREATED MD SILL SEE FOWDA616 DETAIL(3) 12 tile' A8. 8V21a04 JK• STEEL 6l.s E m454IH75. 4'-0' AS (DM H NE 4 38X6613 AB)01IDONSH5146844. S IECILE T• Mk 513ED (2)4 f 2 a pw � Q 6 .1444 ; °III F 0# J ' 2 - ) 5H z $$ �w a - (� O Ow W N Q ILLL , :t:oc) � CI ¢O? w A. ~ Z ~ A . Z 0 Z W 0 � 22 c Z R 2 i-i i1 oao� o � w � } � O Z ;(7) ~ : O:mC7 OU n0 I o .4 VERT (DW.3 SHEET A -U 4 V62T. J- IBAR•DI oc (Di, 3 STET 4V 4 HORL BAR. 1O Cc N) OARLAP S (1,1, 3 SHEET A-U 4 BAR Q' ac L•2' -6' (DM A-U TONTLE.E U 4' P6 F1G. DRAM WALTER N 24' GRAVEL 3460 (DIV 2 3 614 41) (4) 4 BAR CONS• (DIV 3'SIET SUBSTRATE SOLO CANTILEVERED RETAINI 3/4W-0' 46360 - 00000- 36•48' A8, UU 230'X34• SD. STEEL. PLATE 41481$45 • 4 OD. (DN. 3 SHEET A -0 EXCEP1 AS NOTED ON 5 ew..LL 64ED LE T MN EMBED. •4 ,BARS • 24' x BETH OR MO SLAB 4 VERT.BAR.IO' oe 1010.3 SHEET A -U .4 WERE BAR •IVoc (DN. 3 SUET A -U VERT, J -BAR • 8' oc (DN.3 SHEET 414 .4 NOR BAR • IV cc 1' -6' OVERLAP (MN) (DN. 3 SHEET A -0 • BAR • 2' oc L•2' -6' (DIV. 3 SHEET A -U 14) 4 BAR CC M, (Div. 3 SHEET A-U TTP. EXTERIOR WALL 046818ICTICN. PER FLAN (DN. 6 SHEET A -U LOCATE SHEATHSO4 JOINT • T?. FLOOR PRAIPY PER PLAN (DM 6 SHEET A -U 4616 NODOOD01 1 SOLID SUBSTRATE 4• PEI*. F)1 DRAIN WILIER N 24' GRAVEL BED, (DIV. 2 SHEET A -I) 48300. 00000.24 1 TYi, 04)61034 WALL cameo 7104 PER PLAN (01v. 6 SHEET 4 -1/ SHE4T LOCATE NPYa JONT • c6-t MB'IDER R q qT . ��p�T use! '.. PON 4 pAD, ING .i I WpI,ANNV��L11 APPROVED 03 Te24,, 5,L1 O C T i 9 1999 SEE FONDATION DETAIIt ) HOIED TTP.FLOOR IVIBIOPI', (DIV. 6 31881' A- FRAMING/FOUNDATION L 4� 3/4"4•17 RAMING /FOUNDATION DETAIL 1 2 m 8 !!' JOB NO 0 SHEET Di. Be rger- — P vTTOXD4 "' O�7,s�i 40x0 211.0022116 orele 4UAPGRP4 244 4 112 OM COM, 42144:11 LWOW* 2 w2N4 wir 1-46 eCYfi4 AT MR TX 21.0012P2141111 PER PLAN rorr =A. paszErier. I 4cAe m 264 NA 442E ?R MOM= TNAN JGbel 4241S41 LAN06CAPE GRACE 11212 CIP RLe5Gi� E (3• QI R+em LYE6G -PINCO ON 961-0 22e61RAIE emu. 4eassoir macaw smog RARJY[QLeleeL 241121421122222211111816 CR.. ORaR96TPdf8aPER A3 DECK CROSS SECTION oa,�� ®FRAME OVER WALL NAIL C)3/4"=T-0' Mar.` Or. AT CUEROEFACE MALL moat swassu.saiscux um:mm Yn1 (3JY• fiRE34 siSCR'BT O E ► DETAIL r MN CLR FOR VeMl H•te 4T WO CH FACE aF 4L LL WOON SEAR WALL Sa✓iBDILE Dc SLOG. WIN (3J 1' ♦' 1421-28 WIN 6:2E4 SEE ELEVATION EXP09® RAFTER SECTION * BEAM 3/4'4-0' pt �� . / \ �i Imo/ Nem :,$)I41 ® SKYLIGHT 4 FLARE WELL DETAIL 7 GABLE END S$ PLANFOR TTY, RSE 4 RN DRB48Ia4S 312' PLTt OD RISER .: 1 IAS HAODBOAR TREAD (RN EASED NON% 3 2. STRINGERS TTP.4No. G8Jt2R 81Rt4G€R NAIL WALL U142- STRINGR BALF:TTP, . STRINGERS C2)16d To WALL 811120° 8B` TYPE 7t GW12.4 'PEO)J82eD 8€2 ac gaDERPLAIE aewoW3COO6 \1-)3/4' f FA5c 4PERELEVAna4 BAEr. HOAR PER ELEVATION 1X4 SACKER VCR HARiE - NAIL THEE SKIP IMAn44Ca Tn1If4 T6d • OL. TTP. 1X4 CUIRGGF% • 4' 0.C. INTN 2112 SEMEN TRA1 F82 ELEVATIG•6. BARGE tTP.6EE ELEVATION. 2x4 BACKER FOR .BARGE - NAIL 1 J 61.1EAINNG Wn4.I6d • OZ. TTP. 1x4 OUTR GGER3 • 4 GL WEN LO SEMEN FOR MI 2x4 LEDGER • Ni: 6E11. IJG LINE glISIMITES Ai EAVE DETAIL EAVE DETAIL MP. ROOF CCM3TR1CTI 4) (TYR. EXTERIOR WALL CONSTRICTION) ELEV. 2x6 BLOCKING TTP. EXPOSED RAFTER TAIL • ®II TTP, GUTTER FASCIA PER ELEVATION TTP. EXTERIOR WALL .CCNSTR4CTION a_ - EMEND 6' ABOVE BATL NEU-OR V' ABOVE ELAM N81 TTRLAL ts?OFfO61RCTKIN (TTp RCGF CONSTRE CDON • I SHEAR WALL SHEAR WALL , PERPENDICULAR TO FLOOR JOISTS ( _� TO FLOOR JOISTS i - � 'e i SHEAR WALL PARALLEL. TO FLOOR JOISTS 3/4":T-0' EXTERIOR SIEAR WALL TwASwxf PER s4ss .s+oauE 1,01101 RAE MAIMS PER 015011111 aaeaae d.6'a PLYID. ap AM JOIST PAWL, ICE AFIELD MENG PERSON ELLLE M tXTERIgl CALL Od61AC14p11 LSALL DEMING PER SOIFDLLE TYP TA ADM O01810221IIX 204 PAEL EDGE BLOCSd'K SHEAR WALL PERPENDICULAR PERPENDICULAR TO FLOOR JOISTS OTO FLOOR JOISTS o FOUNDATION 11 vomeesco HALL MOOR SIEATMG' -Ti✓A AREA UtN -',: 10 d's b' oy EDGES .- .. ., IDd ia7. ocEETD 'BLOCK ALL EDCsES 80i2011 RATE 14411.110 FIER ,4FEARSALL.BCQEOLLE �- SHEAR WALL PERPENDICULAR ) TO FLOOR JOIST- OFFSET CONDITION CANTILEVERED FLOOR JOIST 3 /4W-Cf a�raaeo aa: � 3/414-0' ®A; - SPPSON NOLDOIIN'PER PLAN AND S+EAIdLALL 8CQED16E (214 BAR CONT. (DIV. 3) :. -� CITY OF TUINVILA ` • ISOLT PEIf 86EARUALL • APPROVED laf D I ' � SH EAR WAIL L EARALI SHEAR WALL H 'TO FLOOR JOIST OFFS CONDITION SHEAR; WALL 'H S OLDOWN Oo CRIPPLE WALL - INTERIOR $,4F tt�0".' nanaoeflO?io 74 4� 3C iun� loin III= SHEAR WALL o CRIPPLE WALL 3/44 _ 17070-0380 6.03 ANCHOR BOLT PER SNEARWILL SCHEDULE BUILDING DIViStON TCP PLATE NALt0 FIR SIEEikL L SGe7tLE BORGT ELATE NAIAD PER SI ALL SOMME TO • 6'4c PLTID. TO RBI JOIET PEEL EDCJE • FELD HALM PEI! SCT®IS.E flp. EXIEAOR S14LL Ca14TACUIQI tlif{ WJ_ SHEATIDG PM SOMME TTP TA Rom CGiB ACTIO4 2s4 PNS_ EDGE BLOD:tG TTP WALL CONSTRICTION arm WALL. DEATH, P92 SoEDW_E TIP. TA ROCK CO MSTRIGTICN HOTTCP RATE HELM PER SLEJ+RALNL S6EOLLE d NAL• 6' PU LD. TO RIM JOIST PANEL EDGE 3 FELLD NAILING PER SCIEDINE TYPICAL WALL CCNSTRICTION 004 WALL SEAMS PER ScFEDU.E TIP. TA FLOOR CCESTRC1TU4 BOTRXI PLATE NALRG PER sees•mu. SCHEDLLE TOP PLATE NALIG PER SEAR LOLL S Er ANCLILR BOLT PER SOIEDILE POI/CA a TION ca FOR EXTERIOR SHEAR WALL SHEAR WALL PARALLEL 8 PARALLEL E TO FLOOR JOISTS TO FLOOR JOISTS o FOUNDATION 4W 17070 C W4�1-0' Tm�oaesoo oz )TP. TA FLOOR CONSTRICTION TTP EXtBibR WALL CONSTRC leN iINN WALL SEAT.* FER SCHEDLLE EOTTOI'I PLATE NAILRG PER SIEARIIALL SCHEDULE uogsr Drams Ti STRAP MR e HOLDOWN STRAP AT CRAWL SPACE 3/4%147 110104100049 L , TP..MLL 006118CDal MOLL ONISCR K• PER 848192112 DOWSE 5110 i .wu::.e tat 1 nr m 1, SHEAR WALL o GABLE END 34'x' -0r LU Ib d d NAIL • 4' oC.• EA aIIRIEGER D d NAIL .• 6' oc TO SOP CNOfA 4 BLOODY .BARGE 4.h3 TRM .4 5.082 FOR EAF. HAIL 14ROIY 4 r 94E4THI6 URN Rd 924 OUTRIGG • 1 • 4' OG CIA. JOIST ANGER• TRL9 GARLE END 118.156 F ER W AR PER e4EaauAil 9c4EDU_e TYPICAL R?OF CQN$TRICTION - PLYWOOD ROOF CONDITION 3✓4"4-0r T7P. E GEIilO�2' LOLL CON9IRIGTION LIT4i ateu swAnuta FER Ee4wU (LKd 8 d NAIL • 4 "oc • EA. =RIGGER ' B d NAIL• b' o4 TO TOP PLATES 4 CLOCKING no armor-Rs • 4' OiG. .WIT4 JOIST HANGER • TRUSS TYPICAL CONSTRICTION TTP. EMERICR WALL CONSTAIOTION WAL.L' EFEATNRNG;PER SC NECULE ■ 77000.05100.19 L HOLDOWN STRAP o FLOORS 3/4x -O• 0••s.. TuaararaF, r.�ioluoiY . MINIM 11.01M 1■IIM MINIM 111111 L - � HO � LDOWN STRAP AT FLOORS L DRAG STRUT CONNECTION UPPER WALL TO LOWER ; ROOF CONNECTION 3/4'4 -0' sroro Oet�at PLYWOOD ROOF CONDITION 3/4'87-0' 11000. 08100.04 .5 TIE •EA TR./ L530• .: 8 d•6' oc• CLOIXIYs CLOCKING PER 'ARCH DETAILS AS9CLIP CITY OF TUKWIA PER twEARatau. 9a€asE APPROVED OCT 2 9 1999 I CJ, M Now) R RUILOINKI D MION FER MAN TYP. EXTERIOR IUALL CONSTRICTION .V ,.. WTN WAIL 04EATHING PER SCHEDULE TYPICAL ROLE CO NSTRICTICH 1425 •ANY oc (3) 8 d TOENAIL • TRISG L°.,030.45 oc CLOCKING TO TOP PLATE d • b' oc • CLOOCNG ELOCKINGPER ARCH. DETAILS SEE ELEVATION NOTE: ALL. ?FOFBTATION'CN THIS SHEET IS NOT NE0 INTO PltaIEC `,COOFFDP4ATEWITN PLANS. , 20 JOB NO... .SHE TA MIST t grAi1.8 ! lir f /1a ! , T ■Co tcs ` 1 Q 4 •I F� j g IQ 10,1119. SmeS I OS MO MEG CR l cE CR 54 OD OE OCR IINIATWG a ve+ SHEARWALL SCHEDULE By Description . . TYR + + u w w + R p w + + . EDGE NALRia - OD R A A AA AAA + w M wig ggg g g g g a a a a r,A 444 a 4 4 4 9 a ; ; :: =1;; 6. 6 ; 4 g. 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ILI►',c'�i1 IIflt'f I1vAmmu1 :fai r Il:: III INI1 mil Ill , 511'.! ,•i I I.�nr���.�1 felt (�, 1 rolliiri mlH!!It„"'e11t i X16 Pas to [I ► V.Hr Ce`,; 1 AIIMiilil 1111.1.1111.1.1101LNW.' .r r. •.... liffrill.111111 1111.1.01.1111.1ValTiii l'74.1.01101111 lil ___u�ilkaf 11ItI11111fl11111111F .— _IIIIIIIIIINIMIEALM; l;l 1 F.I,I j If �4I,i1� I 1__ ■III": CD • P uva HS 11001.1 -- :- ■Co tcs ` 1 - r swum 1,11111 n.rr r��i m Kappler � Architects, Q /��/ K a A cl l ite/cts, 1 .S 14311 SE 16th ST. = Bellevue, `_: 1 (425 6 41 5320 g * Fax (425) 641 - 5318 _ r. _, Tryon Concepts Date By Description . . GPM 1.131411T at Pla Plan # 2109 TH IS DR AWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY 4 THE ARCHITECT M VCA 09-14-1999 , ,,,,,,,,,,,, Sheet LS V on: MattM Z If Rim his lataiime : 1 fi ' �• m ir1 MUM i!limiriliimnn vim ■esaeer C v ® rattlINI !N II�l� iamovsmonno ham Insiimmons t wo \ \'���.., � w 6,_� re fi �� i 1`&?ICi1111111L� tri 1 _. _ ..rl�flflfltl� __ in.... 1! dps -- _ ® I r ■ 1.1111,11,111 ®�'u i II tatllorn� -- _- -.e IIi L_1 3 - - - = T ll l$tiii7 i�i ' III 1 1 ii 110110X4H1011111164E XiI . 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ILI►',c'�i1 IIflt'f I1vAmmu1 :fai r Il:: III INI1 mil Ill , 511'.! ,•i I I.�nr���.�1 felt (�, 1 rolliiri mlH!!It„"'e11t i X16 Pas to [I ► V.Hr Ce`,; 1 AIIMiilil 1111.1.1111.1.1101LNW.' .r r. •.... liffrill.111111 1111.1.01.1111.1ValTiii l'74.1.01101111 lil ___u�ilkaf 11ItI11111fl11111111F .— _IIIIIIIIIINIMIEALM; l;l 1 F.I,I j If �4I,i1� I 1__ ■III": CD • P uva HS 11001.1