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HomeMy WebLinkAboutPermit D01-034 - THE JUNCTION - LOT 20DO1-034 Junction Lot 20 14911 57AvS City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 377930 -0200 Address: 14911 57 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. License No: .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: Streams: THE JUNCTION - LOT 20 14911 57 AV 5, TUKWILA, WA 98188 TRYON CONCEPTS LLC PO BOX 146, RENTON WA 98057 DON TRYON 14420 SE 84 ST, NEWCASTLE, WA 98059 kk************* k**** * *kk ** *k* * ***k* * * * *k * *k * * * *kk *k *kkk *k*kk4** **kkk*k*kk *k * * *kkA* Permit Description: CONSTRUCTION OF A NEW 2,453 SQ FT SINGLE FAMILY RESIDENCE, 588 SQ FT ATTACHED GARAGE AND 196 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE:SSS, water meter, storm drainage, access, land altering : k**************ik**** * * * **k *k *k** ** * * * * * * *k *k *k * *kk* *kkk *wkk*kk* *kkkkkk ** &Akk * *A tkk* k Construction Valuation: $ 225,188.06 PUBLIC WORKS PERMITS: A(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N * *k * * * * * * *k* ** * * ** * * * * *k *k* *kkk * * * * * **k * * *A ** * *k* *kk *k* TOTAL DEVELOPMENT PERMIT FEES: $ 3,243 A k**** k* k**** k***** *kkA *** *k * * ** * *k * * * *k*A * * * *kk ** OCCUPANT OWNER CONTACT Permit Center Authorized SignaturA .. -�cyv 1.146.1. I hereby certify that I have rea• - d examined t is permit an to be true and correct. All pro ions of law and ordinances work will be complied with, whether specified herein or not. Signature: DEVELOPMENT PERMIT (206) 431 -3670 Permit No: D01 -034 Status: ISSUED Issued: 05/30/2001 Expires: 11/26/2001 Occupancy: DWELLING UBC: 1997 Fire Protection: Phone: Phone: 425 -228 -9750 Phone: 425 -255 -6518 End Time: 145 Fill: 145 End Time: Public: N Public: N * * A * A * k k * k k * * * A k k A * A A k A A k k A k * k k k k A A k k k k A* k* A k k A* kick * A k* A k k* A te: 5 =3 - I know the same governing this The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: Print Name : O 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. 11":411 r Tenant. Type: 9E7PEPM #: 37 k 4 ft 4 4 4 kr It 4 f • * 4,4frkAl.t 4.LJAtri,t1,4 k 44.4 4,4 44 k t 41,44E44 444,444441444- 4 * Permit Condition 1. No ch3n9e: will be made to the 1:.lah: unle:: (,% 7 En9 i fleer and the TO.wila 2. En9ineered tru: end :hall he zitt and available to the buIldtho purPose: Document: the :al 1noton State Profe:zional Eilonee. 3. Any expo:ed in:ulation: ba in) ' :i13!; f )4it."? 3 flo,00 Soread Patin9 of or le::. and iate: A: .Inh.%11 bear ideni:- fication show the fire 1. mance rot. *cileroof. 4. Suborade prevaration includInQ dralhaoe. compaction. and fill feouilement shall conT‘crm with recommendation: oiven In the :oil: All con:truction t' be done in conf plans and veduirement-.; of the Uniform EutOlno Code .19'1:c Edition) as amended. Uniform Me:hanical and Washin9ton State Eneroy Code (199 6. Plumb permit: :hail be obtained thf—. the Seattle-t County Department of Public Health Plumb'ncl wtil te in:pected by that a9ency, includth174 ( 7. Notify the City of Tuiwila ek!!Idino u, placin9 any concrete 1 h t OCIOC): !', In ,01t: requirement.s for special t. 8. validity ')f Permit. The co• a petmtt cr appioval P lan:. :Oecificatiows. and , ..704i0Ut,ArlOh shall hot be con- • trued to be a Permit for. c of. any , , ; 10lafi., of anv of the provi:ion.i, of the 1u .1 or other ordinance of uri.sdiction. N\.` 1.,ce:m!no tc o ive authority to violate or -.nonce! toe tni: code 'shall be valid. 9. Electrical perm; t: :hall be obtained throu,m the Wa:hiqotoo State Division of Labor aoo Indw:trie: and a!l electrial wori will be in.spected by th'itt 10. There :hall be no occopono, of the buildinof: until the final in:pection ha been completed rht In'spector. 11. All mechanical I Oe !Indec te the City of Tutwila. 32_ All p:rmitz. in:pectoh :hall be available at the icib con- :truction. The: docume6t are 1 .irainta;e0 able until final in:oection approval 9r:-4.nteo. 13. FROM OCTOEEP THPOUG.H APPIL 36. C..' AN1' STOCKPILES THAT APE 3H: Pi P TEEPEP PISE OF 1C FEET OP MOPE AN: WILL E THAN 1' HOUP:::. DUPTP4 Th; TIME EPI. 'E' OTHEP 1 :!ISTHPBEP 4. IE Ti' WILL UNOP!,,Et-.; 2 DAYS. COVERED MATERIAL tII 1. :,TOCFPILEC' 9N 1",11 THE BEGINNING OF THIS PERIOD. /N':,PE rff ;1AINT.111 THIS STABILIZATION WEEK.LY AND IMMEDIATELY PPFUPE. r IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH ':EKTEMEEP ANC. iii1frrAIN TEMPOPAR1 EPOSION PREVENTION AND . : , ErIMEN 7 MONTHLY. ALL DISTURBED AREAS OF THE I rE HALL 2E rEP;),v4EPtLi STABILIZED PRIOR TO FINAL :.16TRUCTION APPROV4L. i4. CONTRACTOR SHALL NOTP=Y PUBLIC UTILTIM !NSPE':7 ?fl GPEG VILLANOEVA 0 (:061433-0179 OF %::: COMPLETION OF WORK AT LEAST :4 HOURS IN Temporary erosion contro: the first order of bostnes to tit site or into eistInQ liainat3e . i6, The :Ore : F.hai1 nave , oermanent etosion control lieal7ure.::. in L) lace A'S soon as i b fter i 0;7.. completed and orior to the Floal 17. Driveways 311,0) COillpiv with i:ity residentt..il Orivewav width shail be a 10' inill!mu and shall bt= a ma\imum of 151_ Ts ,01 radi sha;1 be of five feet. 1:3. Any material .2..oil1 ed to aciy 'street immediately, I hereby certify th..?!t i nave read these condtvic.n ;Ind 1 ompl with them as outlined. ).1 prolion;i: of law 211 ..7•r..1 inances this work will 1a ;:..)Wit. toi/tN. wht“710i ..F.0tIc7fH;10 The Glrant';no of permit ricer c.ot pr to violate or cancel the v,rovifj._*)n.F. ah% lawe reoulatihil con:i.troction a: the oe, of wort . Olyt Print Name: 1)0 • ie 5-- Project Name/Tenant: -Fite -,.l v /cT10/.) -- Lai- Type of work: New Single - Family Residence Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel/Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Value of Const lion: loo 000 Site Address: City State /Zip: I4( 57 Ave S . l k J (a O c t Tax Parcel Number: 377I' 30 -ozoa Property Owner: r t2 7dlu ConCe fi Proposed New Square Footage: 1451 sq. ft. Dwelling /96i sq. ft. Covered Deck(s) Phone: 4(5 22e t 5o Street Address: City State/Zip: Po t3 ok ( 46. ee.41A Gc1 eiros7 Fax #: 425 22? 7z Z Contractor. -- T7 %on Col-ice/Y Phone: Street Address: City State/Zip: Fax #: Architect: /' io p ler iv h r �p c j /� Phone : 5 6,• `l '? 5,3 ZC Street Addre : (g if S 6 54. / Ve) Ce) ity State/Zip: ".''oc 7 Fax #: l4" 6e(/ -s3 /e' Engineer. // 415 Phone: Street Address: City State/Zip: Fax #: Contact Person: �— Igo A �TNO Phone: qZs p5.5 G5 /7 Street Address: Zo E . �,/ � tw Ci State/Zip: Fax #: e Z S5 9a Z Description of work to be done: , / ,'4& 0 e 3231. Type of work: New Single - Family Residence Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel/Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 21 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: 1451 sq. ft. Dwelling /96i sq. ft. Covered Deck(s) firg sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Fl o Area Ratio: (total floor area of all structures divided by the area of the lot) • 4c) '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 TI "WI LA 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. ❑ Channelization/Striping ❑ Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 9.1 Cut 50 cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: VI Sanitary Side Sewer 41: ❑ Sewer Main Extension 0 Private 0 Public 63 Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public fa Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ® Miscellaneous Po G frer-ti 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 a�icati� naccepted: SFPERMIT.DOC 2/13/97 Date d =ati 0- OR STAFF USE ONLY Project Number: Permit Number: Pot--o.31-4 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Addltlonal reviews shall be determined b the Public Works Do ailment Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: j � I Date: Z t z_ p _ Printname:� 0 � k DIIJ ��?: 2 S5 6.576 .tSS ? Z I Address: /mot, /4 ze) 5C g'4 s+ / e T6 W4 70 51 ALL SINGLE - FAMILY RESIDENT/ PERMIT APPLICATIONS MUST BE MITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY i ..IEGISTERED 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 -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. ❑ Cl Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. 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 1 8, 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/OII /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 Accoun't Cod? 000/ 000i34t7:.9 000/:145.E30 000/3B6.904 000/'342.400 412/ 402/ 401/386.102 40J/3a6.F 401'342.400 401i:14L405 000/322.10G 000/ r***-4*A+AA***-.44-4**-4 CY1V OF 'TUKWILA. WA .4-4A 4.,4**** .444 4*A.4-* A - A A*A 44 #444* 4 t 41* 4 4 AA 'ri*‘ 4 -4.4 !:A'4 Si 4.t!T Ak TPACMI, Number: 1 0100 . 14 (! Payment Mothod: CHECK Notitiwl: tRY0 NOL 001.-034 rioe: i.)E O iiEVELOPMEOf hircel No: 00 qite Addr(i.94: 1.49 Lt 57 (+V 7 Thin Pvvmeni lotiA ALL *******************.***************r.*** 7* 7■It fk-A 8112LOINO - PES PLAN - UfILIT7 fq.AIN CHECK - owEl hEAEK , ,;TorE 8tHLiYIN6 1rW FEE - UTILITY FEE - 1NSP FEE - Wt;FER CONNECT WATEff. r.1 LL 1.0TER EW3PECTION FEE WATER TU1N-00 LANO W.TEU(NO PERIIIT FEL Li4NU ALIEK)k1C TOTAL .•• • : • 4 * * * * V t 4 t + . t- A * A A i A •A Akar r*tAk -{ A .4 kiTiA1/4 A A Ar t C. T Y Of Li KWILA. 0\ C). I I ; fJ TPANMIT ri gi ber k 01001 EJ r 7 P i v men t tle tmoti : CHE.1:1; !40 I or : !la :30t4C 1:P r'.3. ,) r — . P o r 1 1 1 tic! : Di) - 0 3 . 4 0 : E ' ) ( . . .1.1); !? 0 L r Varcel 3779:;0- tta 1411(1rei'. 14)11 5 7 14 ■, ■.•. „ 4:3 1h t F vmeri t 1 .104 . 1oti i 3. .30 13 a 1,1 ***********************************************r t t * r 0 1 .1 11 t: Co d e 01 o 000/345 . :Jo PLAN t.:HE.CI( .1 . Project: Type of Insp ction: nqjr A� L ! r �f A j Date called: 1 k R Special instructions: Date wanted: a.m. 1 1.1 - C)1 fir Requester: ' 1)0 VI Phone: INSPECTION NO. Approved per applicable codes. COM MENTS: INSPECTION RECORD Retain a copy with permit 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ` 0 3L/ ..A PERMIT NO. (206)434- 670 Corrections required prior to approval. Inspector: P I Date: II_ 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: COMM — 1 ArJrA i Oh C pp ro v ed Type of Insp Ion: 14) 'e It vv Adl ess: I 5 . 7 . Aive , is • C 1 Y`c. cr\ .AC'1 i C .S `1 ' n Ort Sped il'instructions: ti d1 ed".. a I,A-x° wt e • e. 1 ,. he) SR O r - rat, G{ (1 1 t 1 Yl P C i.( f in t: Type of Insp Ion: Adl ess: I 5 . 7 . Aive , is Date calle /31 Sped il'instructions: ti Date wanted: f 1 1 e • Requ V l r r (ma ch 35 5 "S 't INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. IStCorrections required prior to approval. Inspector:' Date: \ \— i -- 0 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: COMMENTS: Type ` spect pn: �� 1 km 1 Address: 4 o 1 57- t, fl S Date called. / (9/,) (` PI? z 0/ a . ^e :, = � Requester:N 1_,U' r T vytiy7 Phone: (7J6 ?I 5' 'j7 l J j - 2- 1 / 0 i c L„--1„,t.., 1 ,./ i � ...f. 6, L, -- L I 1 0,-2,--. i , .L., , ,-4 t (/,,'' -1 I i 1, r . - •)/ 0 Uu^c r { Project: a he In Type ` spect pn: �� 1 km 1 Address: 4 o 1 57- t, fl S Date called. / (9/,) (` Special instructions: Date wanted: r nc / lI J/ p.m. Requester:N 1_,U' r T vytiy7 Phone: (7J6 ?I 5' 'j7 l INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Q Approve 4' applicable codes. [] Corrections required prior to approval. Date:/ a 1 ` 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: r - ti 01 14-20 - e Anspeetiol: cej4 I/ texts pv A A d4s1 1 5 -1 ,i A S 1 bate called: Da n / -1 /0/0/ ecia) instructions: 0 t VP ki NOON Date wanted: {a.m.' Requester: Phone 0 - ik3 37 0 6 INSPECTION NO. INSPECTION RECORD \ Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 InTectorx Date: f ./fA6 p 0 $47. REINSPECTIO FEE REQUIRED. Prior inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100. Call to se edule reinspection. Receipt/No: I Date: Prog : ._-�--' �; �+�J UI} ( f , (.. t 1 -lot 010 Type of Inspection: tt)(.tt .X \")i .e,( I Address: �, t I r, r /r�, , r . Date cal d: Special instructions: rffC<l(- i - 0 ((tUe r•-`.' Date wanted: �1 .rn. Requester: --1') `` C; Il :zico'\ -. Phone: LA U Approved per applicable codes. COMMENTS: 1 ee toki INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 El Corrections required prior to approval. Date: s (2,cttot Li $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: Type o Inspection: A dress: Li 1 i ccri'n Ave L Date called: Date want P1)01 D Ffl ./ p.m. Special instructions: Requ 04 — r one: ( OtO� S_ Y©J7tf COMMENTS: Inspector: Receipt No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. J Corrections required prior to approval. $47.00 REINSPECTION *EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit i Date: Al I / r)( PERMIT NO. (206)431 -3670 Project: \ i 0 ,--) 0 c t Type ofAspection:1 Address: .. Date called: :!-Z L -0 ( Specia instructions: Date wanted: e elP p.m. Requester: Phone: Z*-Afal# INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 pproved per applicable codes. COMMENTS: , Corrections required prior to approval. ( W" 1/() tr61../Prt Inspector: ! Date: (-) '' 7-0) Eli $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 32} PERMIT NO. (206)431-3670 COMMENTS: Type of Inspection: . �„ r L4x4 i t i• i s rc C '‘.- Lel Address: Address `-, r .,., . , rckvv11VV ' 4 nr YfC _A 10 TV cB Special ins Requester: T Pone: O(.; 55 _ 19 . . " V\ I r ♦ Ve (/' V \t-) r lhSvt V1riv\~ �Jv\ C.t"'v^ V1,n I 1 v_pr- ♦1 • e nbOv-e (oit.e -G 19trOvt°c C .E" ! 1 ti , t � 1 tr, 4 V 1 I o va \ 1 n { A - ry P� er �vtr 1 °‘%1A 1Cs' C 1 Y ye Project: n c, a r Lt t Type of Inspection: . �„ r L4x4 i t i• i s rc C '‘.- Lel Address: Address `-, r .,., . , called: 1 .. t, Date wanted: a.m. ��� ©1 p.m. cB Special ins Requester: T Pone: O(.; 55 _ 19 Ca INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. J Corrections required prior to approval. Date: 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: { Project: Type of Inspectio Address: J x "' A Date called: P l 1 -© Special nstructions: Date wanted: e) )0 - 0 t ..m. P.m. Requesterr`� Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwlta,=WA 98188 pproved per applicable codes. El Corrections required prior to approval, COMMENTS: Inspector. El $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit (206)431 -3670 PERMIT NO. Date r : 8 - 0"0/ COMMENTS: Type of Inspection: Fr/t.i'i ' Address: L/e7 // 5 7 4y 3 a • It i u Date wa ed: ! ! 9010/ CA'1-{ C (..ii >A 5_ JCWIOUS lorA -1 itr►AL Phop — 355 - - S97 7 � A �bti to 1Pvv-F\ ,Dv-. ■ A )ret 4t'r �i ' • r 1_ \ J OB, _ i t t,tis r pc- t o r . ov- ' 1, Project: ...JVtir -fiori r L-of (90 Type of Inspection: Fr/t.i'i ' Address: L/e7 // 5 7 4y 3 Date all : / , id 7 / 0 l r�-�s-., S pecial instructions: Date wa ed: ! ! 9010/ r p. m. Reques • Phop — 355 - - S97 5 Inspecto INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION c 6300 Southcenter Blvd, #100, Tukwila, WA 98188 G PERMIT NO. .Y (206)431 -3670 Approved per applicable codes. KCorrections required prior to approval. Date: O x . 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: Pr • ' 'ct: A . I L. — • . T of I. pec ion: A S / .it / V Ad. ress: _ , ' Date ca led Le G t Spec, : I instructions: Date want • _ j .t • Req • ter: lit.,// Poe: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 NI Approved per applicable codes. COMMENTS: •--e /1 /./ Z' . '/ f ZOO S r /1-17A1 Ad Receipt No: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. et- AZ it 071.1 ctor: Date: . ; Date.M� 7 - N FEE UIRED. Prior to inspection, fee must be (206)431 -3670 47.00 REINSP CTIO Q p paid at 6300 Sout enter Blvd., $ ite 100. Call to schedule reinspection. Z COMMENTS: of Inspection: e- Address: _ 1 Y 111 1 Sv - 7 1 ' � ✓ e �J Date called" r 61.9 5 1(..' / Date wanted: a.m. t(f j): /O/ p.m. Special instructions: 1)0s::I / e, t( •,i 1 oe& (4 ?. 6 /24O , . t At i , /4 5 . _- fi d a d t.(L. �j ��1� G .-- � ( 4 r ?) it AL (i . I-141v ti -c2 C ( bio / Vif (-J.V;J /7) �'. L,+J (c1 't,.,.111t . P-04s? I (A At N -mac e.L ?.4 O , C,, c c_- L 1?) D. C . Project: / T e __7v/ - 1, (} 1 of Inspection: e- Address: _ 1 Y 111 1 Sv - 7 1 ' � ✓ e �J Date called" r 61.9 5 1(..' / Date wanted: a.m. t(f j): /O/ p.m. Special instructions: 1)0s::I / e, t( •,i 1 oe& (4 ?. Requester: Phon e f 2 cc )J 55 - -`, 7y 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. Date: ()(25/ 0 $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: Date: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. (206)431 -3670 PERMIT NO. COMMENTS: of Inspection: vier II& oiN Address: lqq i 5iih Ave Date called: I,- 2 - O r '1 6 \ ..-.i.b. C 11.c. • .► c (�c. u�-4, 1 4 2 - 7 / 6 t b . S , Th �, tl., C� S_ C c(l t,.-a �. C 'v..- i t t K._ tt 1) 10),- C r�..,(). of?-1/3 1 FCC c - r1 `J-e SutC o S C„ .cL1 �-sy' ` co c/ 4. c�"ti�a. t�v\ ' i 1 q " - r • - / ul i 1 4 " Put ID )L '/ C/ Cam -c . __ (KI T-- lc vir‘m,. NJ 'v ' diki a t( Project: -..- he Ju nction of Inspection: vier II& oiN Address: lqq i 5iih Ave Date called: I,- 2 - O r Special instructions: Lot Z3 ' Date wanted: b _ 21- ., a m ' Requester: E - rt C. : . - Phone: 35 nil 50 CS LD El Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: [ J�J 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: t N NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Project: t C cs — Lo 20 Typp of Insp • tion: ' -tf 0 )J" L 747 ` a • Date c led: / Special instructions: Dat nted: Requester L.i y Phone: INSPECTION NO. itl CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Ell 88 Approved per applicable codes. w Corrections required prior to approval. COMMENTS: $47.0 i ' FINSPECTION F y ' EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv INSPECTION RECORD Retain a copy with permit • PERMIT NO. Suite 100. Call to schedule reinspection. (206)431 -3670 Receipt No: Date: Proje:t: /ts? 1 'J h r 1- L ot ectio Type of In� : 0 T x ch tel lr ,.f .2 I Address: Date called: �/ Li Special instructions: Date wanted: L ..n . R ster•. / ? ! ([., � ' P,hp e (�QLt i --. 7, --. -. 97 `1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9 COMMENTS: Inspector: Date: V Approved per applicable codes. Receipt No: INSPECTION RECORD O f 1 0 :3 "� Retain a copy with permit Date: ' PERMIT NO. (206)431 -36 Corrections required prior to approval. �i -`!/ Ell $47.00 REINSPECTION FEEfUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., S to 100. Call to schedule reinspection. • P jest: - bt-t^ /lc�`) -- Levi / D T pe of Ins9ecti n: c Hl -79 1 / kill( Afilifi , c , Date ca�l 0• L Special instructions: l` � �� ' � .r Date nted:/ { I.' 7 C / a.m. p.m Requester: _-fit i\1 Phone: �� 'l Cr �4 - — J'' T , , I f INSPECTION NO. INSPECTION RECORD l Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: /9.47L -- cr y PERMIT NO. (206)431 -367 Corrections required prior to approval. �1i ��- t' 7 Date / $47.00 REINSPECTION(EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P((oject: •.Jh)e i..i I --C+ 2-0 Type of inspection: Ft - (10 ri Ir~ (.: Address: e 1 t __ A Date alle• • (...4 I G I -.) Special instructions: Date yvantedf I./ /j?_ R. i 4.m. p.m. — Requester: !c (1 Phone: 2 (,. - I,- — 7 _ l / INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: PERMIT NO. (206)431 -367 Corr*ctions required prior to approval. Date: 6 r l i $47.10 ' EINSPECTI: ' ar REQUIRED. Prior to inspection, fee must be paid i at 6300 Southcenter Blv•., Suite 100. Call to schedule reinspection. Receipt No: Date: z I CC w UQ C0 O to ID N (a O Z w U O O � (‚Jul L I O Z U = 0 Z COMMENTS: Project: � Le..— c _ Address: r . r f J J? Type of Inspection: I _ Date called: c,..), '� = Special instructions: Date wanted: a.m. i/ I f p.m. Requester: J � / 7 Phone: ►' Project: � Le..— c _ Address: r . r f J J? Type of Inspection: I _ Date called: c,..), '� = Special instructions: Date wanted: a.m. i/ I f p.m. Requester: J � / 7 Phone: ►' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. Inspector: l'l1 Date: 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: 2. S.D. PIPE OF 4 PERFORATED ADS - 14>I2 JESTABLE 3.666 PIPE 'IS 6' SDR 3 ON A EA SLOPE. CLE N ,� OUT5 PER CITY INFRAS - STANDARDS. \ '\ \\ 111 \ \\\,/ \ \ NOTES: I. DRIVEWAY PAVED FROM TRACT 'B' TO GARAGE /- rat( HYD NT �J I / • a • • a • a 6' SANTARY SEWER STUB OLIT I.E. • 230 00 • 4' STORMAIN STUB OUT I.E. • 230. *N �. yl I •• 0 01 14 STORM C El /] to T � f I 1 X24' -s' :\ I Iq il • II WFRO — a R EK' f �' - r FL9OR 1 1 I ✓ I` SET�ACR • I I I11 I .. • I I A DRIVEWAY SECTION 1 l • art • 4' EXP. AGO. CONC. DRIVEWAY 2% E SLOPE ,, s .,, •' ' •I plans have h s Department City standards. Ac S87'45' - - ,? 69.54 \ el' It .. . ; F.A.R. CALCULATIONS LOT AREA = 50% ALLOWABLE _ F.A.R. AT MAIN = UPPER = n revimketiR}tOEt I c r confor ance is su jcc to 1. TEMPORARY EROSION CONTROL ILN TO BE STRAW ON THE DOHILL SIDE OF THE LOT PER ISS8 KC. SURFACE WATER DESIGN MANUAL APPENDIX D. • REFER TO PERMIT CONDITIONS. 8. APPRX. 145' YARDS OF EXCAVATION TO STOCK PILED AROUND LOT CONC. PATIO OR 30' MAX. HIGH DECK OFT OF GRADE. STORM ()RAN ()RAN • POSITIVE SLOPE WA R' I STUB OUT 3/4' METER \ • l 6,580 sr 3,290 sf TYPE 'K' COPPER PIPE • 1342 if 1110 if ls'8111ri 1- 19 ,2 sr< 3/90 if errors and C.4R - 244' DRIVEWAY / • - ..E...Q 1 U 3 : _ 20.00 O Im ly A EXIST'INC TOPOGRAPHY 20' -Q' 4' SIDE1 SEWER MIN Sc 10 -0 MIN AWAY FROM DRIYEWAY SITE P SCALE : I':2 4. WATER SUPLY FROM METER TO THE HOUSE IS 3/4'. WATER METER 15 FOGTITE '1 \ 5. WATER SUPPLY CONNECTED TO WATER \ METER SETTER CTURE • \ \ 6. SITE WILL BE \USING SEED I MU ABLE BY WN € BY OR : BY COMPLETION i _ _ \ 89.54' ROPOSED POGRAPHY C.O. DATE I -ft 4 ! design rests totally with the or revisions to these rawi ngs after this date swig void this SUBDIVISION T 6�d��lt� liTrbotittaI of revlseftz -wfn STREET ADDCWSubsequent approval REAR LOT AREA • 66 55- SIDE : PLAN ': BE C EEK CUSTOMIZED (DESIGN '60145 -10) SIDE : 5' OU.NER • T !1 sEtwgce is subject to held inspection by ADDRESS : I rattitbilitthlVQ1 tantks 1nsiecror PHONE • 4 -6518 By: TAX '• LEGAL DESCRIP�N : SEE ATTAC 7 REAR sr wt.. CLEARING LIMITS TO BE PROPERTY LINES AW - IIS. S' FOR ADDITIONAL INFORMATION SEE CIVIL ENGINEERING DRAWINGS RECORDING 019990726001980 235 1 STORM Ctl J1- IE•236.10 JOB ": 00221 FILE ": 0022114 dog DATE: 01/24/01 BM REVISED DATE: 03/19/01 G55 /app ler Arch? ekkk E CITY OF TUk 14311 S.E. 18th ST. Bellevue. Wu. 08007 tel 425 -641 -5320 fax 425 -641 -5318 PERMIT CE ROCKERY DETAIL S87'45'23'r CT B NEW 4' NIGH MAX. ROCKERY NEW 4' HIGH MAX. ROCKERY — FILTER FABRIC WASHED 1/8' DIA. GRAVEL 4' RIGID PERF. DRAIN PIPE - TIGHTLIN INTO EXIST. STORM DRAINAGE SYSTEM SCALE I'8I0' 1111A 'f Eh of -bay File: DO I -0r3 35mm Drawing# Kappler Architects P.S. Job No. 00227.21 VERLOM P.M INCLUDC3 3 STORY Lateral Analysis for: Note: SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA 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 0022721 1997 -15 Lateral analysis worksheetl.xls Date 1/22/2000 *wrung Tian No. 60145.10 jk TRYON CONCEPTS BEAR CREEK STOCK PLAN #60145.10 CUSTOMISED LOT 20 BERGSTROM PLAT TUKWILLA, WA. LATERAL DESIGN PER 1997 UBC DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA (for rho factor) 1109 SF 1344: SF 0 SF OTHER SF, LONG/SHORT WALL 1 0 SF SAIL AREA PLF FOR PERIMETER 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 #N /A OTHER (Roof + 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 Long Wall 80 0.36 57.8 1638 13.0: 9.0 0.0 0.0 S'l, , rtj.i. ,. ; . v c 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.. Forn shear wall locations. Catulations are for pneumatically driven nails © .113 shank dia. :'E.RMI (" CEN ICH "B" Default 80 MPH Default 3 Default (sd) Default (table 16 O) 0 PSF Default 75 % Reduction NOT VALID UNLESS FT FT FT "WET STg jilJf't0 CITY OF r; ,v Short Wall /12 SF Short Wall 12 12 PSF Default 16 15 PSF Default 10 10 PSF Default 8 - 8 PSF Default 31.5 I 1/29/2001 PAGE 1 voi-o*4 WALL HEIGHT Ce Cq qs Iw 0 0.00 0-15' P= 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' P= 0.76 1.3 16.40 1 16.20 PSF 16.20 211 13.22 119 0.00 0 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability/Redundancy Factor. P = 2 - ( 20 / ( r max ((sq. root of AB))) where: AB Ground floor area of structure r max = Max element - story shear ratio r max = r i / story shear • ri= element story shear x Iw (10 / tw) P= VALUE USED Ce = Cq = qs lw r max = 0.82 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Co) (Cq) (qs) ( 0022721 1997 -15 Lateral analysis worksheetl.xls ri= r i 3450 7 0.59 therefore use WIND PER SECTION 1618 DESIGN PRESSURE: P - (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw - Importance Factor element shear Iw (LENGTH) story shear 9811 1 _ DESIGN CRITERIA FOR WIND ANALYSIS 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 (P) Roof (Upper walls) 13.0 (P) Upper Floor (Main walls) 9.0 #N/A 0.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 P= VALUE USED AB square root Min = 1.0 Max =1.5 PSF 1638 40 34501 0.35 J PLF SF # FT # FT #FT # FT 1/29/2001 PAGE 2 (P) Roof (Upper walls) 12 1109 SF 13308 ADDITIONAL LOAD 0 1109 SF 0 S I S EX. WALLS 10 115.6 63 8 8 9248 5040 F / B EX. WALLS 10 INTER. WALLS 8 89.3 8 5715.2 Roof (Upper walls) 33311.2 18 599601.6 599601.6 0.6452 6330 Upper Floor (Main walls) 36638.2 9 329743.8 929345.4 0.3548 3481 #N/A 0 0 0 929345.4 0.0000 0 (P) Upper Floor (Main walls) 15 1109 SF 16635 , S / S EX. WALLS 10 r 115.8 8 9248, 5040 5715.2 / B EX. WALLS 10 63 89.3 8 8 _ INTER. WALLS 8 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 36638.2 #N/A 15 0 SF 0 S / S EX. WALLS 10 115.6 0 0 _ F / B EX. WALLS 10 63 0 0 INTER. WALLS 8 89.3 0 0 #N/A 0 #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 EARTHQUAKE PER SECTION 1628 table 16bQ, 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 DESIGN CRITERIA FOR SEISMIC ANALISYS VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING DEAD LOADS TOTAL ROOF WEIGHT ON UPPER SHEARWALLS STORY SHEAR 0.3 5.5 0.36 8 0022721 1997 -15 Lateral analysis worksheetl.xis 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL (SHORT WALU WEIGHT TOTAL WEIGHT BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R )W BASE SHEAR: Vb= 0.1964 69949.4 13736 WORKING STRESS W000 DESIGN 1.4 1 9811 1# Wi hi (Plate Ht. WI xhi W= [ 69949.4 # TOTAL FLOOR FORCE: Vi= KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 33311.2I # sum Hi x hi 1528947 load reduced by half due to plan configuration of front wall being concrete Not included in total Wihi / sum Wihi Vi 9811 # 1/29/2001 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h)Itotal (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) IN/A IN /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 518" DIA. AB SEISMIC FORCE 177 135 AMP 0 0 # FT # FT 0 F I FT Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS M= T=C= 10.5 16.5 108 97908 62305 1.33 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 0022721 1997 -15 Lateral aneysis worksheet) .xls SEISMIC FORCE 32383013 1028032 ALOW.Ft= WIND GOVERNS SEISMIC GOVERNS #N /A 144 #/NAIL 3708 /FT 732) 10511 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 762789.4 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A IN/A (P) Roof (Upper walls) 211 (P) Upper Floor (Main walls) 119 IN/A 0 IN/A 0 # /BOLT 4.1 FT O.C. # /BOLT 5.8 FT O.C. WIND FORCE 525 1.33 7157 NAILS 9811 Not included in total 177 135 0 0 6981 #FT I FT # FT #FT 4 #FT #FT FT @ 211 # FT @ 345 # FT #N /A # FT OK 1/29/2001 PAGE 4 r V W h Wh F Roof (Upper walls) 9811 33311.2 13 433045.6 5570 Upper Floor (Main walls) 9811 36638.2 9 329743.8 4241 #N/A 98110 0 0 0 #N/A 9811 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h)Itotal (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) IN/A IN /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 518" DIA. AB SEISMIC FORCE 177 135 AMP 0 0 # FT # FT 0 F I FT Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS M= T=C= 10.5 16.5 108 97908 62305 1.33 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 0022721 1997 -15 Lateral aneysis worksheet) .xls SEISMIC FORCE 32383013 1028032 ALOW.Ft= WIND GOVERNS SEISMIC GOVERNS #N /A 144 #/NAIL 3708 /FT 732) 10511 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 762789.4 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A IN/A (P) Roof (Upper walls) 211 (P) Upper Floor (Main walls) 119 IN/A 0 IN/A 0 # /BOLT 4.1 FT O.C. # /BOLT 5.8 FT O.C. WIND FORCE 525 1.33 7157 NAILS 9811 Not included in total 177 135 0 0 6981 #FT I FT # FT #FT 4 #FT #FT FT @ 211 # FT @ 345 # FT #N /A # FT OK 1/29/2001 PAGE 4 r I 14 18.75 0 0 0 0 0 0 0 94 1 - s . P14: Mo= WaII(DL) Roof(DL) Mr- T =C 1EQUIRED 14155 Mo= Wall(DL) Roof (DL) Mr= T =C 1EQUIRED 0 #N /A 0 #N /A 0 0 MIN BOT PLATE NAILING 18 INC O.C. 1500 #N /A 0 MIN BOT PLATE NAILING #N /A INC O.C 0 0 0 0 4641 0 0 0 0 0 0 0 38381 0 0 0 0 0 0 0 -1292 #DIV /Ot #N /A #DIV/01 #N/A #01V/0! #N /A #DIV /0! #DIV /01 NA #DIV /01 #N /A #DIV /01 #N/A #DIV /01 #N /A I #N /A 0 0 0 0 0 0 0 0 #NIA j - #WA I Mo= Wall(DL) Roof (DL) Mr= T =C 1EQUIRED #N /A #N /A #NIA #N /A #N /A #N /A #N /A MIN BOT PLATE NAILING #N /A INC O.C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #N /A 0 #N/A 0 #N /A 0 #N/A 0 #N /A 0 MIA 0 #N /A #N /A #N/A #N /A #N/A #N /A #N /A #N /A #N /A #N /A #NIA #N /A 0 0 0 0 0 0 0 #N /A :{ :,- /NIA Mo= Wall(DL) Roof (DL) Mr= T=C IEQUIRED #N/A #N /A #N /A #N /A #N /A #N /A #N /A MIN BOT PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #N /A 0 #N/A 0 #N /A #N /A #N/A #N/A #N /A #N /A MIA #N /A #N /A #N /A #N /A #N /A I #N/A 0 0 0 0 0 #N /A I. #N/A Mo= Wall(DL) Roof (DL) Mr= T =C IEQUIRED #N /A #N /A #N /A #ILIA #N /A MIN BOT PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0 0 0 — #N/A 0_ #N/A 0 #N /A 0 MIA 0 #N /A #N /A #N /A #N /A #N /A #N /A UPPER FLOOR SHEAR WALLS Loading from roof NOTE: WALL SEGMENTS SHOWN IN THE CALCUALTIONS ARE ONLY ENOUGH TO SUBSTANCIATE THE REQUIRED SHEAR WALLS APPLIED. RIGHT TO LEFT UPPER FLOOR Load Ht . • 2/301 REACTION HOLDDOWN I UPPER FLOOR Load 211 Nt. 8 rY UPPER FLOOR Load Ht . 2/301 REACTION UPPER FLOOR Load 211 Ht. 8 UPPER FLOOR 126 8 2/3DL REACTION HOLDDOWN I 211 8 HOLDOOWN 2/301 REACTION HOLDDOWN TRIB.LENGTH TRIB.LENGTH Load 211 Ht. 8 Mo= WaII(OL) 0 Roof (DL) LL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 0022721 1997 -15 Lateral analysis worksheetl.xis a a TRIB LENGTH TRIB.LENGTH TRIB.LENGTH 17 3.75 8108 5946 300 220 1581 1377 2351 1484 1535 WALL SEGMENTS b C 2.75 C C C 2.75 5946 220 1377 1464 d d d d 8648 320 1832 2603 e e e e 0 0 SHEAR V WALL TYPE 270 1 1630 1830 1511 #DIV /01 MIN BOT PLATE NAILING CS16.30 CS16 -30 CS16 -30 CS16-30 #OIV /0! v 0 INC O.C. PLATE NAILING 211 X 17 = 3587 / 178 = 20.25 IF OF PLATE REQUIRED. 37LF AVAILABLE OK 1/29/2001 Page 5, Upper Floor r #N/A 21 0 0 0 0 0 Mon Wall(DL) Roof(DL) Mr= T =C lEQUIRED 0 0 0 #N /A (_- s /IN /A Mon Wall(OL) Roof (DL) Mr= T =C tEOUIRED #NIA 0 #N /A 0 #NIA 990 #N /A 0 #N /A 0 MIN BOT PLATE NAILING #NIA INC O.C. 0.00 0 0 00 0 795 0 #01V101 0 #DIV /01 0 _ #DIV /01 0 #DIV /0! 0 _ #DIV/01 0 0 0 0.00 0.00 0.00 0.00 0.00 #N /A #N /A #NIA #NIA #NIA #NIA #N /A #N /A _ #N /A #NIA I 21, 21 0 0 0 0 211 I . P14 J MIN BOT PLATE NAILING 8 INC O.C. Mon Wall(DL) Roof(DL) Mr= T =C lEQUIRED 35388 0 0 0 0 1680 0 0 0 0 990 0 0 0 0 18690.00 0.00 0.00 0 00 0.00 795 #01VI01 #01V101 #DIV /01 #DIV /01 NA _ #DIV /01 #DIV /01 #DIV /0! _ #DIV /01 #NIA 29 0 0 0 0 0 Mon WaII(DL) Roof (DL) Mr= T =C 2EOUIRED 0 0 0 #N/A -1/A- Ma% Wall(OL) Roof (DL) Mr= T =C IEQUIRED #N /A 2320 #N /A 0 #NIA #N /A 0 #N /A 0 MIN BOT PLATE NAILING #NIA INC O.C. 33214.87 0 0.00 0 0.00 0 #DIV/01 0 #DIV/01 0 NA 0 _ #DIV/01 0 _ #DIV/01 0 0 0 0.00 0.00 0.00 0.00_ 0.00, #N /A #N/A #N /A #N /A #N /A #N /A #N /A #N /A _ #N /A MIA 21 29 0 0 0 0 153 L P14 Mon WaII(DL) Roof (DL) Mr= T =C 2EOUIRED 35388 0 0 0 0 MIN BOT PLATE NAILING 11 INC O.C. 2320 0 0 0 1116 0 0 0 0 33214.87 0.00 0.00 0.00 0.00 75 #DIV/01 #01V /Ot #DIV/01 #DIVI01 NA #DIV/01 _ #DIV/01 _ #DIV /01 _ #DIV/01 #N/A 0 0 0 0 0 #N /A #N/A • Mon Wall(DL) Roof (DL) Mr= T =C IEQUIRED #N /A #N /A #N /A *N/A #AUA MIN BOT PLATE NAILING *N/A INC O.C. 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 IN/A #N/A #N /A #N /A #N /A *N/A #N /A #N /A _ *N/A #N /A FRONT TO BACK • UPPER FLOOR Load 211 Ht. 8 • w J UPPER FLOOR Load 211 Ht. 8 oC� W U i a U UPPER FLOOR Load Ht. 2/3DL REACTION HOLDDOWN 2/3DL REACTION HOLDDOWN I UPPER FLOOR Load 211 HL 8 rr U 2/3DL U REACTION HOLDDOWN UPPER FLOOR Load 211 Ht. 6 2/30L REACTION HOLDDOWN 211 8 2/3DL REACTION HOLDDOWN TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH 0022721 1997 -15 Lateral analysis worksheetl.xls a a WALL SEGMENTS b C b b b C C C C d d d e e e a SHEAR V WALL TYPE d e 1/29/2001 Page 6, Upper Floor I 14 3.5 6.5 6 4 3.5 0 183 l . - P1.1 ,' I MG= Wall(DL) Roof(DL) U • Floor (DL) Mr= T =C 2EOUIRED 5118 9501, 8770 5847 520 0 MIN ROT PLATE NAILING 9 INC O.C. #N /A 560 1040 960 640 1530 0 1530 2142 2040 1632 1237.5 0 787.5 1102.5 1050 840 1254 0 3357 8601 7575 4079 STHD 14 RJ 0 503 139 199 442 #DIV /0! 0 NA NA NA NA #DIV /0! 0 I #N /A 3.25 0 7 0 3.5 0 Mo= WaII(DL) Roof (DL) U - Floor (OL) Mr= T =C 2EQUIRED 0 6957 0 #N /A I #NWA • r. l Mo= Wall(DL) Other (DL) Mr= T =C 2EQUIRED #N /A 520 #N /A 1120 #N /A 560 #N /A 1428 #N /A 1530 MIN BOT PLATE NAILING #N /A INC O.C. 1196.25 0 1815 0 1237.5 0 3104 0 3834 0 1 1254 0 799 0 1224 STHD 14 0 STHD 14 RJ 0 STHD 14 0 0 0 0 0 0 #N /A #N /A #N /A #N /A #N /A *NIA #N /A MIA #NIA #N /A I #WA 3.25 0 7 0 3.5 0 Mo= WaII(DL) Roof (DL) U - Floor (OL) Mr= T =C 2EQUIRED 0 6957 0 #N /A • tWA . Mo.= WaII(OL) Other (OW Mr* T =C 2EQUIRED #N /A 520 #N /A 1120 #N /A 560 #N /A 1428 #N /A 1530 MIN BOT PLATE NAILING #N /A INC O.C. 1196.25 0 1815 0 1237.5 0 3104 0 3834 0 1254 0 799 0 1224 STHD 14 0 STHD 14 RJ 0 STHD 14 0 0 0 0 0 0 #N /A #N /A #N/A #N /A #N /A #N /A #N /A #N /A #N /A #N /A I #WA 3.25 0 7 0 3.5 0 Mo= WaII(DL) Roof (DL) U - Floor (OL) Mr= T =C 2EQUIRED 0 6957 0 #N /A I #N/A. Mom WaII(DL) Other (DL) Mr= T =C 1EOUIRED #N /A 520 IN/A 1120 #N /A 560 #N /A 1428 #N /A 1530 MIN BOT PLATE NAILING #N /A INC O.C. 1196.25 0 1815 0 1237.5 0 3104 0 3834 0 1254 0 799 0 1224 STHD 14 0 STHD 14 RJ 0 STHD 14 0 0 0 0 0 0 #N /A #N /A #N /A IN/A #N /A #N /A #N /A #N /A #N /A #N /A L_ 17 3.25 3 7 3.5 3.5 290 l , P1.4 I Mo= WaII(DL) Roof (DL) U - Floor (OL) Mr= T =C 2EQUIRED 7537 6957 16233 8118 8116 MIN. LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN BOT PLATE NAILING 6 INC O.C. 520 480 1120 560 560 1479 1428 2244 1530 1530 1196.25 1155 1815 1237.5 1237.5 3462 3104 10641 3834 3834 1254 1284 799 1224 1224 STHD 14 STHD 14 RJ STHD 14 RJ ( STHD 14 RJ STHD 14 MAIN FLOOR SHEAR WALLS Loading from roof and Upper Floor NOTE: WALL SEGIMENTS SHOWN IN THE CALCUALTIONS ARE ONLY ENOUGH TO SUBSTANCIATE THE REQUIRED SHEAR WALLS APPLIED. RIGHT TO LEFT MAIN FLOOR Load 261 HL 8 MAIN FLOOR Load 345 Ht. 8 MAIN FLOOR Load 345 Ht. 8 J 0 MAIN FLOOR Load 345 Ht. 8 O cc MAIN FLOOR Load 345 Ht . 8 O U. 2/3DL REACTION HOLDDOWN 2/3DL REACTION HOLODOWN 2/3DL REACTION HOLDDOWN I 2/30L REACTION HOLDDOWN 2/3DL REACTION HOLDDOWN TRIB. LENGTH TRIB.LENGTH TRIB. LENGTH TRIB. LENGTH TRIB LENGTH a a a a a WALL SEGMENTS b c b b b b C c c d d d d d e e SHEAR V WALL TYPE 0022721 1997 -15 Lateral analysis worksheetl.xls 1/29/2001 Page 7, Main Floor 10 25 0 0 0 0 48 I' ,, P1-6 Mo= Wall(DL) Roof (DL) u- Floor (DL) Mr- T =C 1EQUIRED 9517 0 0 0 0 MIN BOT PLATE NAILING 36 INC O.C. 4000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33333 0 0 0 0 -953 #DIV /01 #DIV /01 #DIV /01 #DIV /0! NA #DIV/01 #DEVI01 #DIV /01 #DIV /01 8 8{ 0 0 0 0 345 1 P1-3 Mo= Wall(DL) Other (DL) Mr T =C 2EQUIRED 22098 0 0 0 0 MIN BOT PLATE NAILING 5 INC O.C. 1 640 0 0 0 0 1050 0 0 0 0 4507 0 0 0 0 2199 #DIV /01 #DIV /0I #DIV /01 #DIV /01 S STHD 14 RJ #DIVI01 #DIV /01 _ #D1V/01 #DIV /01 5.5 5.5 0 0 0 0 345 P14 Mo= Wall(DL) Other (DO Mr= T =C 2EQUIRED 15192 0 0 0 0 MIN BOT PLATE NAILING 5 INC 0 C. 440 0 0 0 0 525 0 0 0 0 1769 0 0 0 0 2441 #DIV /0I #DIV /01 #DIV /01 #DIV /01 STHD 14 RJ #DIV/0I #DIV101 tDIV /0l #DIVt01 6 25.5 0 0 0. 0 28 1 P1.6 Mo= Wall(DL) Roof (DL) U- Floor (DL) Mr= T =C 2EQUIRED 5710 0 0 0 0 0 0 MIN BOT PLATE NAILING 62 INC O.C. 4080 0 0 0 0 0 0 0 0 0 0 0 0 0 34680 0 0 0 -1136 #0IV /01 #DIV /01 #DIV /01 #DIV /0! NA #OIV /01 #DIV /0I #DIV /01 #DIV /0I - FRONT TO BACK • MAIN FLOOR Load 119 Ht. 8 w J MAIN FLOOR Load 345 Ht. 8 ? w w U MAIN FLOOR TRIB.LENGTH Load 345 Ht 8 Mo= rt WaII(DL) Other (DL) 2130L Mr v REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR Load Ht . x c, 2/301 REACTION HOLDOOWN 2/3DL REACTION HOLDDOWN Load 345 Ht. 8 21301 REACTION HOLDDOWN 119 8 2/3DL REACTION HOLDDOWN TRIB.LENGTH TRIB.LENGTH a a TRIB.LENGTH a a WALL SEGMENTS b c b b b c C C d d d d e e e e SHEAR V WALL TYPE 28.5 54204 21_ 1680 938 18326 1708 24521 9.5 0 760 0 750 4782 2078 ST MD 14 RJ STHD 14 RJ 0 0 #DIV /01 #DIV /01 0 0 0 0 0 0 #DIV /0! #0W/01 0 0 #DIV /01 101V/01 323 [> P1.3 MIN BOT PLATE NAILING 0 INC O.C. DISTANCE BETWEEN HOLDDOWNS IS 18 FEET. THIS ALLOWS THE HOLDDOWN TO BE OVER THE BEAM LINE IN THE CRAWL SPACE USE 1/2 " ALLTHREAD 5" MIN. EMBEDMENT. RUN ALLTHREAD THROUGH JOIST TO MAIN FLOOR STUDS. USE HTT22 HOLDDOWN. OVERTURN IS 2070POUNDS OK MAIN FLOOR TRIB.LENGTH a b C d e 0022721 1997 -15 Lateral analysis worksheetl.xls 1/29/2001 Page 8, Main Floor WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 01/29/80 FILE: K: \ \KAA \ \00\ \00227 \ \0022711.WS HOUSE ID: BEAR CREEK - CUSTOMIZED Homeowner: Builder: Site: FOR: TRYON CONCEPTS LOT 20 BERGSTROM PLAT The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15% Doors AG Wall Ceiling, Attic Ceiling, Vault Infiltration PROPOSED DESIGN COMPONENTS .,t REFERENCE PROPOSED 372 321 Btu /hr -F 3.73 3.44 kwh /ft2 -yr Analyst: NMS Jurisdiction: Utility: RECEIVED CITY OF TUKWILA House Type: Single Family PERMIT CENTER Floor Area: 2452 ft2 Weather Data: Seattle, WA Climate Zone: 1 Reference Value X Area = UA U -0.029 U -0.400 U -0.200 U -0.058 U -0.031 U -0.034 ACH -0.350 1342 38.9 367.8 147.1 55.6 15.7 2076 120.4 1262 39.1 310 10.5 19845ft3( 127.1) Reference UA 371.8 Component Description Value X Area = UA Floor R19 vented Joist 16oc U -0.041 1342 55.0 Glazing @15% * * ** 2g1 vinyl clr /air U -0.049 367.3 18.0 Doors Wood 1 3/8 ", solid flush U -0.390 55.6 21.7 AG Wall R13 STD Lap Wood U -0.082 2076 170.2 Ceiling R30 blown Attic STD baffled U -0.036 1262 45.4 R30 batt Vault vented 2x12 24oc U -0.033 310 10.2 Infiltration Standard Air Sealing ACH -0.350 19845ft3 (127.1) Proposed UA 320.6 Items in parentheses not included in COMPONENT PERFORMANCE totals. * *_ Denotes non - standard values - check calculation of thermal value. Page 1 voi-of' Ys WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 01/29/80 FILE: K: \ \KAA \ \00\ \00227 \ \0022711.WS Struc Mass HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: . System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt) : 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: Solar Access: GLAZING ORIENTATION PROPOSED South ft2 Southeast : East Northeast : Eff S Glz: 2.9% Light Frame, Sheetrock walls 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 2 PROPOSED Electric: Zoned 100 100 % 0.60 23694 Btu /hr 23694 Btu /hr 10.5 kW (150%) 12200 kWh $ 671 Integrated Spot & Whole House 0.0 O Btu /hr tons(0125a) kWh /yr Partially Shaded HOUSE ID: BEAR CREEK - CUSTOMIZED M- 3.000 2452 PROPOSED North 367.3ft2 Northwest : West Southwest : 7356 WINDOW TOTALS ROOM NAME WIDTH IN FEE HEIGHT AREA IN FE IN SQUARE FE QUANTITY HOW MA TOTAL AREA IN SQUARE FEE TOTALS IN SQUARE FE ■ . .0 ENTRY 1.00 5.50 5.50 1.00 5.50 NOOK 6.00 6.67 40.02 1.00 40.02 KITCHEN 4.00 3.83 15.32 1.00 15.32 FAMILY 6.00 5.00 30.00 2.00 60.00 3.00 5.00 15.00 1.00 15.00 DINING 5.00 5.00 25.00 1.00 25.00 LIVING 2.50 5.00 12.50 2.00 25.00 4.00 5.00 20.00 1.00 20.00 DEN 2 50 4.00 10.00 2.00 20.00 TOTAL MAIN 225.84 UPPER FLOOR M. BDRM 7.00 4.00 28.00 1.00 28.00 M. BATH 4.00 4.00 16.00 1.00 16.00 BATH 2.50 3.50 8.75 1.00 8.75 FOYER 2.50 2.50 6.25 1.00 6.25 BDRM #4 3 00 5.00 15.00 2.00 30.00 BDRM #3 2.50 2.50 6.25 2.00 12.50 5 Cr 4 00 20 nn 1 n0 20.00 BDRM #2 5.00 4.00 20.00 1.00 20.00 TOTAL UPPER _.__.r 141.50 SUMMARY TOTAL GLAZING SQ. FT. 367.34 TOTAL HOUSE SQ. FT. 2,452.00 Glazing % __ 15.0% Kappler Architects P.S JOB NAME: JOB NUMBER Coovno 1999 TRYON CUST. BEAR CREEK 00227.01 1/29/2001 '7:77=7 ,'.,r.Miewistuaarainime. DATE: BY: 1/8/2001 BMQ Glazing Calculations 1.xls ACTIVITY NUMBER: D01 -034 DATE: 3 -27 -01 PROJECT NAME: THE JUNCTION LOT 20 SITE ADDRESS: 14911 57 AVE S SUITE NO: Original Plan Submittal X Response to Incomplete Letter Response to Correction Letter it —r Revision If After Permit Is Issued DEPARTMENTS: Building Division Ci /144' 4' Public Works ' -11 Complete [T PLAN REVIEW /ROUTING SLIP n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 3-29 -2001 TUES/THURS ROUT G: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: Comments: Incomplete n APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: 612- ivi Fire Prevention C Planning ivision `"la-3 M ..r7( .#11,t)L 4 -2 Structural C Permit Coordinator Not Applicable DATE: DUE DATE 4- 26-2001 Not Approved (attach comments) ri DATE: CORRECTION DETERMINATION: DUE DATE Approved 1 1 Approved with Conditions n Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: Date: / Z ‘e//9 O Response to Incomplete Letter # ___ 1E1 Response to Correction Letter # 1 O Revision # idler Permit is Issued 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. Plan Check/Permit Number: DO 1 -034 Project Name: THE JUNCTION — LOT 20 Project Address: 14911 — 57 Av enue S Contact Person: Don Tryon Phone Number: Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision O Entered in Sierra on fAcc;7t i ore Received at the City of Tukwila Permit Center by: PERM \t c Et' ER 03/13/01 Mar -15 -01 04:49P TRYON CONSTRUCTION 8686663 PUBLIC WORKS PROJECT REVIEW COMMENTS �w Project Name: The Junction Lot 20 14911 57 Ave S o rn File #: D01 -034 LL Date: 02.22.01 2 Reviewer: L. Jill Mosqued pq. � d g. �w §:"! w u j U. 6 z_ O F- z 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 inforrnattn. Please refer to the civil site plan. 4a. / RAed . 2. Please add the following to the erosion control note #7: "Refer to the permit conditions." - tilore;.' 7 i" t g. ve ,E 3. Do you truly expect to put the rockery over the sanitary sewer stub out? - x z'' i s 6 Veg. t.,# E;; Tvo.c *STvB or I s Be.y»j r esc teve, 4. Where will the rockery footing drain pipe drain to? - T,zHri.1>Jer2 i i Pw 81(sTe -f. 'SEC gtn/LS Z) .ez- ( 5. Note #1 says access is S 150 St., but the plans show access as Tract C. please clarify this. - rran 4)-re P•4 CL F164.?7oat. 6. Please show existing topography as solid lines and proposed topography as broken lines. I am interested to know how much you expect to raise the existing grace. DO NOT show topography lines through the house itself. - < < e . c , 11 e Pte. 7. Please explain where the storm drain pipe is going. TUNTtiNcp �NTo 5r HAW STUB cam- QJProjects /The Junction /junction lot 20 001 -034 P.02 Maur -15 -01 04:50P TRYON CONSTRUCTION Interdepartmental Memorandum Date: 02/15/01 Pr) To: Brenda Holt From: Moira Cart Bradsha Subject: D01-034 Lot 20, The Junction A deck is located in the 10 foot rear yard setback. The definition of setback (I 8.06.740 TMC) "means the distances that buildings or uses must be removed from thcir lot lines except that roof eaves may intrude a maximum of 18 inches into thi$ areas." A structure (18.06.800 TMC) is defined as "a combination of materials constructed and erected permanently on the ground or attached to something have a permanent location the ground, but excluding all forms of vehicles even though immobilized. Not included are residential fences, retaining wall less than three feet in height rockeries and similar improvements of minor character." The plans must be revised to remove the deck from the rear yard setback. — 4• Vs ec' �rre; Few . 8686663 P.03 TYPE SHEET COPIES DATE J013 /PHASE DESCRIPTION II/NR SP I 6 3/23 14 (6) 8 -1/2" x 14" site plans (4) stamped and signed for permit submittal R reflecting city comments 2 1 ea 3/23 14 _ City of Tukwila comment letter with direction on how each item has been ' addressed 1 I ea 3/23 14 Original site plan ss/ city comments marked on for submittal back to cit y R 2 8 ea 3/26 21 (8) SHEETS OF REVISED 23x36 BOND COMES OF SHEETS CK.A7 R . • _ • ... _..,. PROJECT NAME: Bergstrom plat Lot 20 COMPANY: ATYN: TYPE OF DELIVERABLE: AP • ARCH PLOTS BS - BANK SET EP - ELECTRICAL PLOT GP - GRAPHICS PACKAGE LP- LATERAL PLOTS MS • MARKETING SET REMARKS: KAPPLER ARCHITECTS P.S. Your complete home planning resource Tryon concepts Don Tryon MP • MECHANICAL ANICAL PLOTS PP - PERMIT PACKAGE R - REIMBURSABLE RI' - RESTOCK PLOTS SP - SITE PLAN W - WATTSUN 1.1311 South East 16` Street Bellevue, WA 98007 Tel: (425) 641-5320 ' 1 -800- 888 -4517 Far (4 25) 641 -5318 www. kapplerhomeplans. com TRANSMITTAL MEMO PROJECT NO: 00227 DATE: 3/26/01 WO • WRITE OFF DS • DISCOUNT PLAN IR - INIIOUSE REIMBURSABLE BY: Bryen Quoss If enclosures are not as noted. please inform us immediately TYPE SHEET COPIES DATE 10B/PHASE DESCRIPTION j R/NR SP 1 6 3/23 14 (6) 8.1/2" x 14" site plans (4) stamped and signed for permit submittal R reflecting city comments City of Tukwila comment letter with direction on how each item has been addressed 2 1 ea 3/23 14 1 1 ea 3/23 14 Original site plan w/ city comments marked on for submittal back to city R 2 8 ea 3/26 21 (8) SHEETS OF REVISED 24x36 BOND COPIES OF SHEETS CK,A7 R COMPANY: ATrN: TYPE OF DELIVERABLE: AP - ARCH PLOTS BS • BANK SET EP • ELECTRICAL PLOT GP• GRAPHICS PACKAGE LP • LATERAL PLOTS MS - MARKETING SET KAPPLER ARCHITECTS P. S, Your complete home planning resource TRANSMITTAL MEMO PROJECT NAME: Bergstrom plat Lot 20 Tryon concepts Don Tryon MP - MECHANICAL PLOTS PP • PERMIT PACKAGE R - REIMBURSABLE RP - RESTOCK PLOTS SP • SITE PLAN W - WATTSUN 14311 South East 16 Street Bellevue, W..-1 98007 Tel: (425) 641 -5320 / 1 -800- 888 -4517 Fax: (425) 641 -5318 www. kapplerhomeplans. com PROJECT NO: 00227 DATE: 3/26/01 WO - WRITE OFF DS - DISCOUNT PLAN IR - INHOUSE REIMBURSABLE BY: Bryen Quoss If enclosures are not as noted, please inform us immediately REMARKS: z I - 00 co Wn QQ W ' w d P- UJ W V O co O F— W W F tL O al March 13, 2001 Don Tryon 14420 SE 84th Street Newcastle, WA 98059 RE: CORRECTION LETTER #1 Development Permit Application Number D01 -034 The Junction — Lot 20 14911 — 57 Avenue S Dear Mr. Tryon: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at tlw same time and reflected on your drawings. 1 have enclosed comments from the Planning Division and Public Works Department. At this time, the Building Division and Fire Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a 'revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throu th mail or by a messeneer service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D01 -034 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 - 431 -3665 Cizy of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor ACTIVITY NUMBER: D01 -034 DATE: 3 -27 -01 PROJECT NAME: THE JUNCTION LOT 20 SITE ADDRESS: 14911 57 AVE S SUITE NO: Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter It Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DET RMINATI N OF MPLE ENESS: (Tues., Thurs.) Complete Incomplete C Comments: TUES /THURS ROUTI Please Route REVIEWER'S INITIALS: Approved VIIi<(II fNX N� PLAN REVIEW /ROUTING SLIP Structural Re APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural w Required Approved n Approved with ' o • itions REVIEWER'S INITIALS: CORRECTION DETERMINATION: C LI Planning Division Permit Coordinator n E1 DUE DATE: 3-29-2001 Not Applicable ri No further Review Required DATE: 5 n DUE DATE 4- 26-2001 Approved with Conditions n Not Approved (attach comments) Not Approved (attach comments) DATE: 5 _Z4- 2CY_( DUE DATE REVIEWER'S INITIALS: DATE: PERMIT NO.: ID° - O 3 BUILDING PERMITS INSPECTIONS ❑ 00001 'Progress Inspection Status ❑ 00002 Pm-construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Strsct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel [ 410095 Footing Drains Q' 0100 Foundation Footings 00200 Foundation Walls ❑ 002.50 Foundation Insulation ❑ 0300 Concrete Slab /Slab Insulation Q�0350 Crawl Space 0400 Shear Wall Nailing 0i00450 Plywood Wall Sheathing • 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney [ ❑ 00610 Chimney Installation/All Types 00700 Framing QS 00750 Roof/Ceiling Insulation 0/00800 Floor Insulation [ , 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation Q ' 00803 Glazing Inspection ❑ 00815 Lighting and Controls 0/00900 Suspended Ceiling 401000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 1400 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, ExcavfFiil ❑ 04013 Special - Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System CONDITIONS 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report 0 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 34 calcs shall be on site ❑ 0016 Exposed insulation backing material 0017 Subgrade preparation including drainage. excavation ❑ 0013 Statement from rooting contractor verifying fire retardant class of roof [j�0019 All construction to be done in conformance w /approved plans O "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co O 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 O 021 All spray applied fireproofing shall be special inspected 2** 025 All wood to remain in placed concrete shall be treated ❑ f 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit 0003 Electrical permits obtained through L & I 2-'1030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations. fiat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" O 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of O will be required for this permit ❑ X7 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 3.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces • 0005 All permits, insp records ,3c 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. 41,10 Permit Tech: Date: Date: 12---24-6 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 034 DATE: 3 -27 -01 PROJECT NAME: THE JUNCTION LOT 20 SITE ADDRESS: 14911 57 AVE S SUITE NO: Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural DETERMINATI OE CO MPLETENESS: (Tues., Thurs.) DUE DATE: 3- 29-2001 Complete Comments: TUES /THURS ROUTING: Incomplete E Structural Review Required REVIEWER'S INITIALS: Please Route APPROVALS OR CORRECTIONS: (ten days) a Planning Division Permit Coordinator n El Not Applicable No further Review Required DATE: j' ,7 9/C DUE DATE 4 -26 -2001 Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: w CORRECTION DETERMINATION: DUE DATE Approved I Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ,o0 3`1 vnnouit.wx SPn Complete C Comments: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -034 DATE: 3 -27 -01 PROJECT NAME: THE JUNCTION LOT 20 SITE ADDRESS: 14911 57 AVE S SUITE NO: Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division Public Works C Approved Appro REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route ri Structural Review Required APPROVALS OR CORRECTIONS: (ten days) ed with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: X Response to Incomplete Letter # 1 Revision # After Permit Is Issued n n n REVIEWER'S INITIALS: Planning Division Permit Coordinator No further Review Required DUE DATE: 3-29 -2001 Not Applicable LI C DATE: DUE DATE 4- 26-2001 Not Approved (attac om ents) n DATE: . l 3 ev DUE DATE Not Approved (attach comments) DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -034 DATE: 3 -27 -01 PROJECT NAME: THE JUNCTION LOT 20 SITE ADDRESS: 14911 57 AVE S SUITE NO: Original Plan Submittal X Response to Incomplete Letter If 1 Response v.-,Correction Letter # Revision it After Permit Is Issued DEPARTMENTS: Building Division Public Works E C Fire Prevention Structural DETERMINATION OLCQMPLETENES : (Tues., Thurs.) Complete C Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved PUUUI I i)OC Yr1 Incomplete Approved with Conditions n n n REVIEWER'S INITIALS: Planning Division Permit Coordinator No further Review Required DATE: 2 U °1 Not Approved (attach comments) DATE: o /I• n c DUE DATE: 3-29 -2001 Not Applicable r DUE DATE 4- 26-2001 DUE DATE Not Approved (attach comments) ri DATE: t' x.:111.70 PUBLIC ' JURKS i ACTIVITY NUMBER: D01 -034 DATE: 2 -13 -01 PROJECT NAME: THE JUNCTION - LOT 20 SITE ADDRESS: 14911 57 AV S SUITE NO: XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter #_ Revision # After Permit Is Issued DEPARTMENTS: Bui1 rng ivision pL 3110 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Ei Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions n REVIEWER'S I ITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions \YRI II' I I [N K REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention 2 -2(-U Structural Incomplete E Structural Review Required C' n Planning Division ise Permit Coordinator mg DUE DATE: 2 -15 -2001 Not Applicable No further Review Required I I n DATE: DUE DATE 3-15-2001 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Works Complete Approved REVIEWER'S INITIALS: PAR01 /1I UOC Yrl PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -034 DATE: 2 -13 -01 PROJECT NAME: THE JUNCTION - LOT 20 SITE ADDRESS: 14911 57 AV S SUITE NO: XX Original Plan Submittal Response to Incomplete Letter 4 Response to Correction Letter Revision # After Permit Is Issued C CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved 17 Approved it Conditions REVIEWER'S INITIALS: Approved with Conditions Comment Y TUES /THURS ROUT G: Please Route Structur I Review Required REVIEWER'S INITIALS: n n DATE: Planning Division Permit Coordinator DUE DATE: 2- 15-2001 Not Applicable No further Review w Requirgd Not Approved (attac comm its) DATE: 3 n C ■11111111•1111■ DUE DATE 3 -15 -2001 DUE DATE Not Approved (attach comments) ri DATE: EINNENMINNIMIMINF PERMIT NO.O I'� C39 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ X0007 Pre -Move inspection 0050 WSEC Residential 00060 WA Ventilation/Indoor AQC 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down insp ❑ .0072 Marriage Lines 00090 Rested 0095 Footing Drains 100 Foundation Footings 00200 Foundation Walls O 00250 Foundation Insulation 00300 Concrete Slab /Slab Insulation 0350 Crawl Space 400 Shear Wall Nailing 450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ •0610 Chimney installation/All Types 0700 Framing 750 Roof /Ceiling Insulation 00800 Floor Insulation 00801 Wall Insulation 0802 Exterior Roof insulation 00803 Glazing Inspection 00815 Lighting and Controls 900 Suspended Ceiling 1000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening O 01110 Pre -Move inspection ❑ 01115 Ivlotor inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof 1400 Final -Fire 01700 Final- Building 01400 Final- Rcroof ❑ 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 - Rcinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME: CONDITIONS X 0001 No changes to plans unless approved by Bldg Div 010 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 ❑ 0l4 Readily accessible access to roof mounted equipment 0015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material 0017 Subgrade preparation including drainage, excavation 0013 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans iik "No work shall be done in addition to those modifications..." 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 ❑ 022 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 ❑ 0025 All wood to remain in placed concrete shall be treated 0026 All structural masonry shall be special inspected 027 Validity of Permit 023 Rack storage requires separate permit 003 Electrical permits obtained through L & I 030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 0039 0004 ❑ 0040 A C of 0 will be required for this permit Final approval for all TI w /in the limits of the SC Mall All mechanical work shall be under separate permit All construction noise to be in compliance with 3.2 TIC Ventilation is required for all new rooms & spaces All permits, insp records & approved plans available 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...." ❑ "Reroof' 0041 0005 0006 Plan Reviewer. Permit Tech: Dace: Date: 3-13-0( DEPARTMENTS: Building Division Public Works Complete LI Comments: TUES /THURS ROUTING: Approved Tilitt IN In PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -034 DATE: 2 -13 -01 PROJECT NAME: THE JUNCTION -- LOT 20 SITE ADDRESS: 14911 57 AV S SUITE NO: XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter %r T _ Revision # After Permit Is Issued n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Please Route LI Structural Review Required �y 1 REVIEWER'S INITIALS: V APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Fire Prevention Structural Incomplete Approved with Conditions 1 Ti TI REVIEWER'S INITIALS: Planning Division Permit Coordinator No further Review Required DATE: 2 _ -z n DUE DATE: 2- 15-2001 Not Applicable LI DUE DATE 3 -15 -2001 Approved ri Approved with Conditions ri Not Approved (attach comments) Li REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: Complete n Comments: DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -034 DATE: 2 -13 -01 PROJECT NAME: THE JUNCTION - LOT 20 SITE ADDRESS: 14911 57 AV S SUITE NO: XX Original Plan Submittal Response to Incomplete Letter I Response to Correction Letter it Revision it After Permit Is Issued C Structural Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES/THURS ROUTING: Please Route Structural Review Required C No further Review Required ri REVIEWER'S INITIALS: M APPROVALS OR CORRECTIONS: (ten days) Approved r i Approved with Conditions n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: MN Approved with Conditions C Planning Division C Permit Coordinator DUE DATE: 2- 15-2001 DATE: L1/4 5 D DUE DATE 3-15 -2001 Not Approved (attach comments) fEi DATE: *57D DUE DATE n ISM Not Applicable n Not Approved (attach comments) DATE: eIIIIIIMI Interdepartmental Memorandum Date: 02/15/01 � To: Brenda Flolt From: Moira Carr Bradsha% Subject: DO1 -034 Lot 20, The Junction A deck is located in the 10 foot rear yard setback. The definition of setback (18.06.740 TMC) "means the distances that buildings or uses must be removed from their lot lines except that roof caves may intn1de a maximum of 18 inches into this areas." A structure (18.06.800 TMC) is defined as "a combination of materials constructed and erected permanently on the ground or attached to something have a permanent location the ground, but excluding all forms of vehicles even though immobilized. Not included are residential fences, retaining wall less than three feet in height rockeries and similar improvements of minor character." The plans must be revised to remove the deck from the rear yard setback. BEM ACTIVITY NUMBER: D01 -034 DATE: 2 -13 -01 PROJECT NAME: THE JUNCTION - LOT 20 SITE ADDRESS: 14911 57 AV S SUITE NO: XX Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division Public Works Complete Comments: Approved ri REVIEWER'S IN Y9flnU11 1KW 1001 PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: %� /"�"' APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions ..s CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: 1 -J Fire Prevention Structural Incomplete n Response to Incomplete Letter t? n Revision if After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 2 -15 -2001 Not Applicable LI No further Review Required DATE: C' L - U' I Not Approved (attach comments) DATE: GZ - Z 2 — cJ/ n n n DUE DATE 3 -15 -2001 DUE DATE Not Approved (attach comments) DATE: PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: The Junction Lot 20 14911 57 Ave S File #: D01 -034 Date: 02.22.01 Reviewer: L. Jill Mosqued Q /Pro jects /The Junction /junction lot 20 001 -034 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 existing topography as solid lines and proposed topography as broken lines. I am interested to know how much you expect to raise the existing grade. DO NOT show topography lines through the house itself. 7. Please explain where the storm drain pipe is going. I NOTES: L DRIVEWAY PAVED FROM S. 150th TO GARAGE SEWER UIN 2 WAY FROU DR VEWAY •• YAM FRO LACK UPIE ACK NH — I/S.J' STORM ORAI TUB OU W ,STUB OU 3/4' METER S87'45' 69.54 R OPOSEO OCRAPHY FAR. AT MAIN = UPPER = GARAGE_ PORCH = TOTAL = • PRX. 145' YARDS OF EXCAVATION TO BE RELOCATED AROUND LOT TYPE `K' COPPER PIPE F.A.R. CALCULATIONS' 6,580 if 3,290 if 1342 if 1110 if 588 if 196 if 3,236 if < 3290 if \-- CLEARING LIMITS TO BE PROPERTY LINES —_. Wei }_ !i1! 11o• Aue; 7 117 4 11 2.5D. PIPE OF 4 PERFORATED AD5 - N•I2TESTABLE 3.555 PIPET 6' 5DR 3 ONA¢%5L• CLE - OUTS PER CIT INFRAS STANDARDS. & 10 -0 SANITARY SEWER STUB OUT 1 1,,1 1 Ia �I I Fz ST0 9. Or i A1 N '' DRIVEWAY SECTION 2i SIDE SLOPE • SCALE : 1' 40 1' EXP. A00. CONC. DRIVEWAY • 2' sir CRUSHED ROCK 4. WATER SUPLY FROM METER TO THE HOUSE 15 3/4'. WATER METER IS FOGTITE h 5. WATER SUPPLY CONNECTED TO WATER METER SETTER 6. SITE WILL BE PERMANENTLY STABLE BY USING SEED t MULCH BY'• R : BY COMPLETION DAT A N FOR LOT 20 510N : BERGSTROM (THE JUNCTION) STREET ADDRESS • LOT AREA • 6.519 5.f. PLAN' BEAR CREEK CUSTOMIZED (DESIGN •60145 -10) OU11ER • TRYON CONCEPTS ADDRESS : 14420 SE 84th ST. NEWCASTLE PHONE • 425-255 -6518 TAX ' : LEGAL DESCRIPTION : SEE ATTACHMENT PRX. 143' YARD OF EXCAVATI TO BE RELOCATED AROUND LOT - S FOR ADDITIONAL INFORMATION ' SEE CIVIL ENGINEERING DRAW! GS RECORDING #19990726001980 1. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT PER 1998 KC. SURFACE WATER DESIGN MANUAL APPENDIX D. SETBACKS FRONT : _20' REAR : I0' SIDE : 5' SIDE : 5' 'at/0 aryl 0 ER JOB •• 00221 FILE •: 00221I4.dwg DATE: 01/24/01 BMQ REVISED DATE: --- RLCE TU k Dh } ' CIT( OF I F. 1'IN1'R Wl NEW 4' HIGH MAX. ROCKERY NEW 4' HIGH MAX ROCKERY FILTER FABRIC WASHED 1/8' DIA. GRAVEL 4' RIGID PERT. DRAIN PIPE SCALE I'•10' Kappler AArc/theces 14311 S.E. 18th ST. Bellevue, Wa. 08007 tel 425 -541 -5320 fax 425 - 841 -5315 CENTER ►. 1,�,, irk' L 1 f I I*II w('f (' • Permit No: r.,0 1-C Status: lHErt Site 4Jdress: 14911 Water Mete l' W;Jter Meter Du:Antitv; Work O def Nc); Connec.tion Fee.s: Install Depo:Fir: 4dd'I Install Deoolit: Plan Review Fee: Inspection Fee: Water turn Or Fee e:vecial Assesen! Other Fee: TOTAL WATER MEIER FEU:. 4, 0E SUPPLEMENT t7 PMIT 14,L.rEP METEP PUBLIC WORhS FrIGINEFR APPROVAL LDM 1: C2:12 rtIO WArEP METE P E tE teiFrf.;: Z H W w i J0 00 NO (/) W W= Ji- W 0 2 LL < co O I I. W Z I- 0 Z t- w U O N O 1- WW 1--� tL O • ti Z UZ 0~ z �ILIIIIIIIIIIIIIIIIIIII!II I�I'I!I I�Illill i. I!i!I 111111 11111'111111111 / � sl �\� i Side Elevation LDL Rear Elevation ra Side Elevation m !1!111!11!11111!1 /1 A 0 0 0 Customized for Tryon Concepts Design # 60145 -10, Plan #2453 Lot 20 Bergstrom Tukwila, WA M. Bath ` D -tvac. fl Ila wil�nln rlrr- i�df�il,lilr. - .'Ill- i{Illrllll- .IIII- Bdrm. #4 1o'o "xil'o" Bdrm. #2 10'0'x12'0' Bdrm. #3 10'0 "x10'6" M. Bdrm. 16'6"x13'6" Open To Below © UNPUBURRED WORK KRPPLER ARCHnECB FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By ✓G , Mt Date 42-"L'. -o t Permit No % o I• ^ V34 NO CHANGES SHALL BE MADE TO - SCOPE OF WORK WITHOUT PRIOR T - F„ "VAL OF TUKWILA BUILDING DIVILION. N g w NEV.= WEL MOWS A INCLUDE AOW 1AL FLAN ewer. SEPARATE PERMIT , REQUIRED FOR Lg MECHANICAL ELECTRICAL PLUMBING 0 L' / GAS PIPING ICITY OF TUKWILA UILDING DIVISION Dining 9'6 "x13' Living 14'x11 Kitchen Covered Porch 30'x6'9" SQUARE 'FOOTAGE MAIN FLOOR 1344 SF UPPER FLOOR 1109 SF TOTAL 2453 SF GARAGE 588 SF DECK I PATIO 276 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED N CALCULATIONS. Deck Nook 57' -10" II Family 20'x13'6" Garage I❑❑ © UNPUBLISHED WOOF( KAPPLER ARCHRECr8 Upper Floor Plan /rl 2,l 1 Main Floor Plan AWING INDEX Al. CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. 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 SDI. LATERAL DETAILS SD2. LATERAL DETAILS Si. LATERAL WALL SCHEDULE cm of ruKwILA PERMIT CENTER JOB NO 00227,1 TITLE SHEET COVER SHEET Division 1 GENERAL REQUIREMENTS 01000 GENERAL I. This covers.. has bean prepared in a generic axl. form following the standards set by the Construction Standards Institute (C51/ it is for lhs convenience of U'e Contractor /Owner. This outliM is Intended to work with a material selection list following the (C5U format. Not an Items are necanaruy required to complete this specific project. Coordinate with Contractor/Dune. fur cooplele (sting or specifications. Within this covers.. it will state 'Coordinate with materials finish selection scedulee 2. These drawings are copyrighted KAPPLER ARCHITECTS PS. retains MI rights, ownership and copyrig/ or this design under the federal copyright act. Reproductions of Illustraums or working drawings in any form is by aut.rizatfon of KAPPLER ARCHITECTS P.S. only. 3. Authorized reproductions must bear the name of 'WAFFLER ARCHITECTS P.S. 4. Construction/working drawings by their very nate. are diagrammatic and do not purport to sow all details or conditions of conservations. Questions generally arise to the archilecurakd.ign i /el and to construction tedeical detailing within these drawings. As clarifications, I /erpretationns, and revisions are all part of the comwctlon process. KAPPLER ARCHITECTS PS„ Uerefore shall not be liable for any direct, Indirect, or consequential damages as a resat or rot participate, in the comtiuctfon process. 5. Do not vary or modify the work sham, except with written rniruction from KAPPLER ARCHITECTS. Report dlsmepances, and omissions to than KAPPLER ARCHITECTS P.S. immediately 6. Due to lM nature of construction and tin building process there will be bidder design and Contractor /Purer selection of the building pr.ucts, components. and assemblies. This set of working drawings is considered a 'builder set' and does not Include speciricaticns or building materials list. Therefore it Is the Contractor/Other responsibility to provide and coordinate specifications, including product selection and Installation or assembly. KAPPLER ARCHITECTS PS. assumes no liability or responsibility nor discrepancies or conflicts which occur though Contractor /Owner specified materials and their respective installation KAPPLER ARCHITECTS P.S. assumes no Ilabinly or responsibility fa cry Item which may be .lied owl or referred to by manufacturer as brand name. Item called out are done so for convenience only. 1. Do not scale these drawings for alit.' dthesiose Verify all dimensions and date's before commencing work and be responsible for their secrecy and report discrepancies omissions to the architect .edlately. 5. The Contractor/Owner is responsible for coordinating work with that of all trades to enure proper and adequate Interface or MI trade works. The mann shall be responsible for all required safety pre.uUOn and procedures required to do this work 9 Except as specifically defined ohewise, Interpretation for all definitions, abbreviation, are supplemental defi3lilo. s shall follow accepted referenced standards 10 All work milhin this contract shall represent that of Industry standards for the respective trades in tF ..lion in which the protect is built. 01002 MI.ELLANEOUS ASSEMBLY REQUIREMENTS L provide crawl space access, minimum IB' x 24' unobstructed access per UB.G 23113 insulate and weather -stop per energy requvenents. Al. IV 3 /nun space under wood Joists and U' minmmm space under wood girders. 1. Provide attic access, minimum 11' x 30' with 30' minimum headroom at unobstructed readily accessible opening per 2183 section 15051 inlate and weather -strip per X99 3. Provide ventilation per UB.C. as follows: A) Crawl space ve tl2u.v minimum eel area shall be not less than I ef. per 150 s5. under floor area. Openings shall be placed as close to the corners as practical and shall provide cross ventilation on at least two approximately opposite stoles per section 23113. B) Attic ve/ilalia3 mine= net area shall be not less than 1 sr.. per 150 s.F. or attic area or I sf. per 300 sf. or attic area If IR is M the soil and IT is at least 3' above tie plate the per UB3. section 6053 and energy requirements. 4. Slope all decks, we&s, driveways, and patios away Qom building. 2211212 I/4' per fool. 5. GarageMouse occupancy separation: 40 0...nos separation from garage to house 241811 be of fire resistive construction, and be on the garage side, and extend from mud -sill to roof sheathing. The ceiling Joists, walls, posts and beams supporting structure above shall be covered cal. 55' type Si GWB when a Iivirm9 area Is above the garage Use 2 layers of V!• type '2 GIIB at trusses and 7JI's par U53. 302A and table 1 -13. B) Door between garage and have .11 be tight filling, self - closing solid wood door 13/8' thick per IIBL. section 301.4(3). 6. 5. assembly: 4) Headoeim 6'-8 minimum, math 3' -0' minks. per 381. section 100615. At private stairs tread 9' minimum, riser 8' maxhwm. All otFen stairs tread II' minimum, riser l• maximum per U.B.C. 0053. C) Top handrail shall be 34' minimum and 38• maximum above the stair section and not less than I V• or more than 3 17 from the wall and with returns at each end per U.B.C. sect. 1006.9 D/ Install fire blocking at lop and bottom of stringer span and wall along stringer per U.B.C. sect. 10871 E) Cover usable space u.er stair with 5/8' type 'x• GM, use 1 layers at ceiling area. All jot /s shall ba taped and sealed Provide (1) layers or 5/e type . x' GLLB at ceilij are widen stairs. 1. Laundry Chles 4 Du8L 8i/ �ie 1 4214 32121 58' ta GEB s 76 9498 ore door 883 lock 32218 rn ell opening s t sail / surfaces e k' slvll be salt closing soled core door 11/8'. 8. F114slopping • as per UO3.114. 9 Structural design criteria: These notes are provided for convenience only and do not imply that complete structural analysis has berm done on this Strudel . Al Tess Load'mg: Load Top chid live bad: 25 psi Top chord dead load: 11 pal (70 psi If 1118) Bottom chord Eve bad: 5 psi TOTAL LOAD 41 psi B) Roof live load: 15 psi W Floor live bad: 30 ps1 D) Stair and condor live load: 100 351 E) Mectani.I units: weghts provided by manufacturer F) Wind: 50 mph exposure TY, Rw8 assumed G) Ea3hq alas Zee H) Allowable soil pressure Unless a soils report by a qualified engineer is provided, all footings and ...lions stall be on 82..4 2,000 psi bearing capacity un.s otrewise noted on drawing. J) Equ /valet Fluid pressure 35 psi. 10. Re2a682182 d Fireplaces and solid Fuel Burning Appliances: A) Solid fuel awning appliances include alrtght stomas, fireplace Stoves, room heaters/fireplace stoves. factory .111 fireplaces, and fireplace Inserts, and all shall comply with the provisions of Section 3041-304b. UMtC. B) Metal Chimneys shall be maimed above story in which the appliance served is located, in walls having ore Nor fire reastsnce rating, and with a space on all sides between c.ney and enclose, walls sufficient for examination and repair for e/Ire chimney. Walls shall be 8/25811 openings per U/13 21.1- 514.4. C) Provide /restoppi, at chimney per UB3. section 10831 D) est. meal /replace with hearth and surrowds per ma32861 rers 533612i.tla5. E) Rerabri.ted /replaces, chimneys, and related components to bear UL. or ICBO seal or approval and be /palled per marufac.ers requirements. Tie hearth salt extend at least IS' in front of and 5' to each side of the frepace opening when the opening is smaller than 6 sir. If the opening Is 6 sr. or larger, Ue hearth shall extend 30' In fro/ and U' to each side per UBC. 3107.1. it Massey Fireplaces: A) Massey fireplaces Sall be designed and constructed to comply with UPC section 31011. B) Chwmey termination: chi10^°9 must extend a Winne of 2 above any point or the M., within 10'-0' of the can Chen, to have reinforced sard-cemenl mortar .p, sloped to N� water, m sasoey, stone or concrete cap with sand ceme/ parglng to shed water. Pargag to. min 3/4' th.k ETYwe masary, stone or concrete cap Is used,.irehey is to be reinforced with 92)•1 tars as band beams as shown Provide kr mesh screen spark arrestor at Flue tem.. type. C) Chl y D1 Flashing flash and camlenfla3 with mm 26 ga. galvanized sheet metal a equivalent type El Anchorage - Anchorage shall be provided at all ceilings and floors more than 6' -0' above grant, excel. whn constructed e/irely within the enter.. walls of tin adding, anchorage to be (713/16' x r steel straps cast at least 41 into the chimes, with an 60 degree lend with a 6' extension around the vertical reinforcing bars on the b ce of Use 2 2822 each strap 16 to be seared to 11 structural framing of the building i g with (1) VY bolls pen strap. Were joists are parallel to the chinmae straps are to be are.red to 7x4 cross/. connoting at least 4 joists and secured with ( (7) Ibd nails eadhj251 type U. Fire Block and Draft Stops - as per UB8.108. 01001 MISCELLANEOUS ASSEMBLY REOUIREM NT (cont./ F) Clearances: Provide 1' clearance between masonry fireplace or chimney and conbus11612 framing uwen on exterior wall (V2 when wall 11624 Is glob.. Rohde 1' clearance belwem masonry /replace or dtlm, from combustible framing when entirely within 66, building structure Combustible malerlal shall be min 6' clear from fireplace opening. No such material within Q' of the opening span project more than kV for each r or clearance from the opening. Provide mineral wood tirestopptng at all separations between /replace and woodframrng. Wall header to be inn 11' above fireplace opening for fireplace built flush with the wall increase header height 6' for every 4' of Inasary projection Into the room. G) Smoke Chanter - Smoke chamber to be constructed of clay products. with minimum shies Bs follows: hark wall - 6', side walls - 8' front wall - N) Dapper - Damper to be tight fitting, operable with a ready accessible manual or an approved automatic rontroL Damper Fully opened shall have free area equal to or greaten than the re minimum flue size D Incombustible Ent811 /.l. J) Hearth and Extension - Hearth to be bridle stop, wei ate, or other approved e- combustib6 materials, or reinforced to carry Its awn ght ro ca and all iapor4 loads. hearth must extend beyond fireplace as follows: Cpen0 0 sq. Ft. to 5.95 sq. rl. 16' in front, 8' ea. side Opening 6 sq. fl. or larger, 20' In front, 11 each side. Canc. hearth and extensions to be reinforced with V bare 4 6 of each way Pre -cut stone or pre -cast concrete hearth and extensions to be supported by 3555' angel a 24' oz. Provide anchra94 to floor fr8m/89 as noted above grade. Hearth to be distinguishable from aclfac51 flooring material K) firebox L) Combustion - Air provides an outside 50268 for com.slhon air, 6 sq. m tin duct size, with operable damper, outlet to be located Inside tie firebox In the fro/ pat. M) Foundation Panda/on walls min. S thick 1. Fooling to be min 12' thick and extend 6' beyond Fireplace walls, re- Inforced with •4 bans at 6' o3 each way, and beaming on flan wdaarbabk soli 3. Splice 400ting bars to vertical chimney re- mforcan/nl per chapters 19 and 31, UB.G 01060 REGULATORY REQUIREMENTS 1 Ail conseuction shall conform to the 1991 Uniform Building Code [UBC/ and be In accordance with all State Laws and Regulations and various codes moos. by Jurisdictional req t = 1 .s and local a or th' y ties. 2. 458238 In5peclial6 that are mandatory due to J8lsdlcllonal requirements. l Provide Terporary Facilities - including electricity, water, teeparary toilet, per jurisdictional requirements. 2. Provide Contemporary Controls - including erosion sedime/ and surface water control and a /rapment during construction pa jurad10110381 requneme ts. END DIVISION I Division 2 SITE PORK 07700 EARTHUORK Part 3 - Execution L Rough grading: 4' below finch grading unless otherwise specified. 1. Finish 9radi:g: Landscaping di3Slon 02300. 3. Excavation, backfill'mg, and compacting for structures as needed. 4. Excavation, bad /111,, and compacting for pavement as needed 5. Haul , and disposal of 826862tad malera1 as needed. b. Impaling e meter181 as Medea. 1. Rode remov as needed 02500 PAVING AND SURFACING Part 1 - Product L day road, and parking paving: A Asphalt 1•, class B, over 3• crushed rock or 1' ATE,. B. Crushed rock 55' minus. G Concrete per Division 3: I. Finish and color: Coordinate with mat.als finish selection schedule. 2. Unit Paves: l Coordinate with materials lima. selection sc.dule 3. Pavement marks,: L Coordinate with materials finish seection sd,ed8e 02100 5EW5GE ANN DRAINAGE Part 2 - Product 1 5268 8lnage systems: A F00881103 ch8l2ge 4 ADS perforated pipe non -rigid 2. Storm sewage systems: A Exterior caldash , gales, and frames: L Coordinate with materials finish selection schedule B. Culverts: Coordinate with materials finish selection schedule. C. Drain pipe: 4' ADS non- perfcealed tight line 3. Sanitary sewage systems: A Sewage collection Imes 8' PVC unless cast iron Is noted B. Septic system: Per dawutgs of bidder designer. Part 3 - Exedul5 t Subdrainag 95 tem: A Slope to drain and surround in well draining material per details. 01800 SITE IMPROVEMENTS Part 2 • Product t 121981101 sysem: Bidden dsign I. a. t gat la with mater finish sal84Uon xhedule. a. Fences arch gates: I. Coordinate with materials finish selection schedule. 02 00LAND5 Part 2 - Product Bidder Design END DINSICN 1 Divider, 3 CONCRETE 03100 CONCRETE 10i2112R' Part 3 - Execution L Formwork and dacha for structural cast -In place concrete sahtl be 6 subcorera6lor and meet the requirements of the drawings and Industry standards. 1. All roe.. shall be placed In such a tamer as to allow cast -in pace concrete to be placed on solid subst815 and to allots structural support members to sit below the frost lire. 03200 CONCRETE Rowan!. Part 7 - Product 1. Reinforcing steel: Deformed bar sizes and locations per plans and details. Grade 40, my s 40.1 7. 414884 wire fabric: at locations per plans and details: 685, 414814/157. Part 3 • Execution t A minimum lap for all bars shall be 1' - or 30 diamelen, telceve' le larger. Provide coma bars to match ha1z.ta1 rahf «came/. Minh. coverage per details and IOC Chapter 19 03150 CONCRETE ACCESSORIES Part 1- Product 1 Anchor bolls: 1/1 unless other.. noted on ...hes. 1. Exp.nl 3 and contraction Joints: ur asphalt impregnated felt as located per .swings and deans. 3. Worsen: 1,53A6'sq. steel plate washers. Part 3 - Execution 1 Anchor bolt at 6' -0' max CC, U tram corn. and joint, max embedment min. 1', 2 bolts per piece or wood. 03300 CAST-1N-PLACE CONCRETE Part 1 - Product I. Structural concrete: 5 sack mix. Fc' = 2000 psi at 28 days. 2. Architectural concrete for exposed aggregate finish (washed), 5 sack mix 1• . 1000 psi at 28 days, with 3B' rand aggregate. 3. Admixtures: A All concrete sha11 have water reducing 848/40es ci egi1 for fooings. B. Air entedai888 .11 be 5 -8% in all concrete 817020 to weather. G Cohering age/: L Coordinate with materials finish selection schedule. Part 3 - Execution Division 4 MASONRY 0410 1 AK Pen 2 - Product I. Tyne 'S' mortar with /egnal watertr* g a gent Pan3- Executon 0460 MASONRY ACCESSORIES Part 1 - Product L 421/235828T1881128185129139860/198108212315233528-602/05260. 1. t 3 - 146/1 /0eme/: slendlard ladder 1/74 9 gnage wire I-IO' lass than wall thickness. 3 Execution 1 Per UBC Chapter 21 04200 UNIT MASONRY Part 2 - Product L Brick masonry: A Exterior localrors, name/int, Coordinate with materiels finish selection schedule. B. I /erns localrans: named rg: 1 Coordinate with materials finish selection schedule. C. Pavend/pla/era: name/mrg: L Coordinate with materials finish selection schedule. 2. Concrete masonry Units: grade 5 -I 6/81, unless oterwi55 indicated 5laes per drawings. A Special units: I. Coordinate with materials finish selection ...le. 3. Glass masorry units: (glass block, A Exterior lo.tiae: name/mfg: L Coordinate with materals finish selection schedule. B. Interior locations: name/1Ig: 1 Coordinate with materials finish selection schedule. Part 3 Execution 1 Brisk and veneer: A Brick veneer shall be supported on rooting, foundation, or other non- cafbustible m uppats. It .11 have 15h felt backing and Ues at I per each 2 6.f. of veneer. Provide I• mini. air space bete. veneer, a. backing, and approved flashing at base of veneer, and 3/5' nova weepholes at 32' oz. at the base of veneer wit:mding from the air space to the exterior. verse dull support 80 load other than its sun weight and the vertical dead lead of veneer above. B. Per UBC Chapter 22 1. Concrete masse unit (ChlW A vss Cana masonry mlt walls shall be constructed to conform to 45121 CW It shall be laid up, reinforced, and anchored as sham on drawings. 0.00 STONE Part 2 • Product L As sham on crawl. A Exterior locations: n: nameefg: L Coordinate with materials finish selection schedule. B. Interior locatons: name/elg: I. Coordinate with materials Finish selection schedule. Park 3 ...lion L Stone Veneer: A Sae B. veneer. END DIVISION 4 DIVISION 5 METALS 05030 METAL FASTENINGS Part 1 • Product t Bolts: Use sizes and shapes perdwgs, or as needed for intended purposes. 05500 METAL FABRICATION Part 2 •. Product l 242ails and guardrails: Provide in sizes and locations as ENO DIVISION Division 6 WOOD AND PLASTICS 06100 RCIIG44 CARPENTRY Part 1 - Product 1 Forting Lumben: 3 later s hall b5 marked 6003221820911/918863028818438 grading runs !or oast coast lumber ro. l6, sleet edition All Kiin dried minmum 196. A Joist and rafters: (25 and larger) Hen -fir R a bete. B Beams ad stringers: (4x and larger) Doug -Fir •1 or batten. C. Post and limbers: Doug•nr D. Studs, plates, and mist, light /8ming Hen- Fir/Doug h standard E. TJI's and micro's.: Per manufacturer. F. Glue amnat.1 tirben: L 5/4ple span 74F V4 DFA•43. 7. Continuous or ca /clever: 24F 15 DF/DF G. All othx Nmber: Hen -Fir Standards better. H Pip ...dented strand boa. (0567 APA graded. 1 Wa11 sheathing: sea 'TYPICAL BUILDING MATERIALS' Est on the dugs. J. Floor SheuWg: tee TYPICAL.B1ELONG MATERIALS 3141bn ..s5 K IXMr: As noted on drawings. 2. Part.le Board: APA graded A Underlay. 1 Floors: 5/B' 103 1. Sheet vinyl: 1 /4' NON) see division 9 3. Cabinet .races 3/4' (.ION) 3. Trusses: A Prefabricated contactor plate wood roof trusses stall be designed and stamped by the manufacturer In accedence with the 'design specification for metal plate 02061ed wood trusses) Design drawing b s and details to be available upon request. B. See 'Roo/ Framing Notes' on drawings. C. Root design, Layout, loadlr9, and bracing shall be by manufacture. D. Field alterations or turn mist be designed by manoraclmrar. 4. Fasteners and ad4eslves: All nails Nall be common wire of sizes for Intended purpose Per UBC table 13- II- B- IAlach Umber joist to flush headers and beams with Simpson V' hangers series s equal meal to suit intended purpose. Simpson hardware at other locations as outlined per .awhgs. Bolt heads, mas, and cut washers per Division 5. 5. Post to mat footings connec165 Provide pressure treated post and positive connection to rooting per LreC. Part 3- Execution I. lie following will apply unless Mown on drawings. 4120o85031/88418115481148 constructed to the miff. standards in the 386. All Gaming say colors, to the requirements of Chapter 23 of the IRO. Minimum nailing shall conform to able 23 -I -0 of the 6166. Haight and spacing of studs Sall co. orm to table 23 -I -R -3 of the UBC. 06200 FINI544 CARPENTRY Part 2 - Product I. Cabinets: A Coordinate with materials finish selection schedule. 2. MUktork and casing: A Coordinate with materials finish selection sdechle. 3. Paneling: A Coordinate with materials finish selection schedule. 4. Stair and handrail by: A Coordinate with materials finish selection sdedule. B. See division 01000.6 misc. assembly requirements. 5. Bookcases and - bulls -in shelves: Coord.te with materials finish selection schedule. 6. Plastic laminate and solid surface material: A Coordinate with materials finish selection so.. . END DIVISION 6 Division T THERMAL AND MOISTURE PROTECTION 0180 DAMPRQQE.1 Part 2 - Product 1 5 7 18 9 68 09 88 8nulsl01 Pe rt 3 Exec /Ion 1 One (1) coal per 458 1401.4 Append/1155 . 01190 VAPOR AND dIR RE74fmER Part 1 - Product L Ground cover: 6 mil polyethylene black 2. Building wrap: see the TYPICAL BUILDNG MATERIALS' Est on t5 cewings. Part 3 - Execution 1 See DR 11, energy requirements. 01100 INSULATION Part 2 - Product L Fiberglass or mineral wood bat., bloom mineral wool. and extruded polystyrene A Wells: I. See the 'TYPICAL euiLoNe MATERIALS' .t on the dwgs. B. Ceiling: L Seethe TYPICAL BUILDING MATERIALS' Ibt on the dogs. C. Floor: l See the "TYPICAL BUILDING MATERIALS' list cm the dogs. D. Fandallan Per../ R -10. 1. Insulating foam: A Standard sealant foam Part 3 - Execution L See division Ili energy requirements 01300 ROOfMG MATERIAL Part 2 - Product L Shlnglas and roof, tiles: A See Uhe TYPICAL BUILDING • M8TERIAI5' list on She drawings 1. Membrane roo2rg: A 3 -ply tort mopped. Part 3 - Execution 1 Install m refacinar's r per ecOmnendBtion and Chapter 6 of the EBC. 01460 SIDING MATERIAL Part - Product L 5lding: A See the'TYPICAL BUILDING MATERIALS' list on lie drawings. 2. Tr. A See the 'TYPICAL P AL BUILDING he T MATERIALS' on the dewing. 88 4 3. Soffits: A 58e tYPICAL BAING H47ERIALDL4 ' 151 on the drawings 4. Other: A See the TYPICAL BUILDIG MATERIALS' IUsI on the.awirgs. Part 3 - Execution L Install per manufacturer's recammarcatlan end Chapter 6 of the UBC. 07600 FLASHING AND 9HEET 1'ET40 Pals 2 • Product 1 Gauge gaveized, refinished Part 3 - Execution l Install per Chapter 1 and 6 of the MC. 01100 ROCflNG SPECIALTIES Part 2 • Product L vats: A Ridge v.: manufactured by: L Coordinate with materials filet selection schedule B. Mushroom vet: manufactured by: L COM.. with materials finish selection s.a.e. 2. Gutters: A Cont.. alum. precasted: Style: K p Cols: Mat h fa6cia 3. Downspouts: A 2x3 rectanglaf abate= precasted: L Color: Match fa.la 4 Vim 3 Tie to 1.am system. 010¢0 SKYLIGHTS Part 2 - Produce L Skylights to oo3fo1 with UBC Section 2409 1 Manufacturer: A Coordinate w1th materials finish selection sde.le. 019910 SEALAM5 AND CAULKING Part 2- Pro.cls 1 Caulking A Styrene atadene caulking (56R) L Color: Match siding END DIVISION l Division DOORS AID WINDOWS 05200 WOOD DOORS (Lane Level Main Level leper Level/ Part 1- Products L Panel wood doors: A Coordinate with note. finish selection sdMduhe 1. Flush wood doors: A Coordinate with ma.51s finish selection schedule 3. Stile and ralkstore dos. A Coordinate lumaterlals finish selection schedule. 4. Patio door: A Coordinate with materials finish selection schz.le 5. Other: A Coordinate with materials Finish selection schedule. 08300 SPECIALTY DOORS Part 1 - Products: l 511813 g lass d A Coordior: with ma l e (see selection schedule. 1. Garage door. (meke/sty [sea division 114501 A Coordinate with materials finish selection schedule 08600 WOO/VINYL moms Part 2 - Products Not. Egress - A Every sleeping roan sell have at least one operable window with a net clear opening of 5.1 sf. The opening height sell be 74' minimum, width of 20' nen. with a 08 9488 sill height not more than 44' above Iha floor, per UB.C. section NO. B. Safety glaze per UBC Chapter 24. C. See plans for ear. and operation 2. Maurac.ed by: A Color: 1 Coordinate with materials finish selection sc..le. B. Sty. L Coordinate with materials finish selects. schedule. 08100 HARDWARE Part 7 - Products I. Type: A Coordinate with materials finish selection schedule. 2. Weather Stripping: A Coordinate with materials finish selection sc.ohle. 3. T reshn. A Coordinate with materials finish selection schedule. 088601 GLAZING Part 2 - Products L Glass thck ass to be determined by sae a. wind load 'm3 per USG Table Chapter 24. 2. Safety glaze per UB6 Chapter 24. 3. Mirrors to be 5/Nered V4' float plate glass. END DIVISION 8 Division 9 FINISHES 05150 GTPSIRH WALLBOARD Pan 2 - Product 1. .11s: See the TYPICAL BUILDING MATERIALS' list on the drawings. A Finish L Coordinate with Contractor/Owner material selections. 2. Ceske See Ue TYPICAL BUILDING MATERIA1.5' let on the drawings. A Finish L Coordinate with materels finish selection schedule. 3. Code ragweed areas AType 1 1r: Glees required. L See division 0007 m/sc. assembly requirements. B. Waterproof CAB as req'd at wet or damp locations p8H1B.CSec7512 Ubrde5oard or duroc at all tile Io.tisn 5. Metal comer bead pro/le L Coordinate with materials flash selection sen.ule. Part 3 - Execution L Apply as required in U.B.C. Chapter 75 and Table 25G and 2544. Nail or screw in place, per 05,00 TILE Part 2 - Product L Ceramic, quarry end marble tiles: A Coordinate with materials finish relocation s.edule. Part 3 - Execution L Refer to manufacturer's recommencatrors. 06550 WOOD FLOORING Part 2 - Products L Type: A Coo... with materials finish selection schedule. 09650 RESILIENT FLOORING Part 7 - Products L Typ. A Coordinate with materials finish selection schedule. 0680 CaRPETMG Part 7 - Products L. Carpet and Pad: A Coordinate with materials rne. selection ...le. 09900 PANTING Part 2'. Products 1 Pair., over prepared surface per manufacturer's recommendations A CoadMate with materials flash selection schedule glaV AL.L COVERINGS Part 1- Products Type A Coordina. with Contractor/Owner material selections. END DIVISION 9 DivL•'wn I0 SPECIALTIES 10700 LOUVERS AND VENTS Pan T - Products Hardware cloth screen V4' x I /4' on soffit vets as detailed. 2. Conthrraus 2' performed metal soffn vent as detailed 3. Roof v.t (see Division 011002 4. Other vents as noted lain Pen P 10300 PREFABRICATED FIREPLACES Part 2 - Products L LoraliaNiodel /Accessories: A Coordinate with mat.. fin. selection sch.ule. Part 3 - Execution 1 See division 05028 for mist. assembly requirements for fireplaces. 2. See division n energy /8394/3 me/s. 2440002078126889625 Part 1 - Products L Building =Mere A Coordinate with materials !Mist selection schedule. Part 3 - Execution L 161811 in .cation per jurisdictional requireme /s. 10E00 TOILET AND BATH ACGF950RIE5 Part 2 - Products L Toilet and bath accessories: Camera. with materials finish selection schedule 5500 124 2 861106520610981 533/99(084 WARDROBE AND Part 2 - Products L storage Closet A Coordinate with materials Brash selection schedule. 7. Clothes C.eels: A Cosdina. with maar)als finish selection schedule. 3. Pantry. END DIVISION 10 Division II EQUIPMENT MVO MANTFNA1 7 EQUIP Part Prod. l Vacuum cleaning system: A Coordinate with materials Finish nelson sc.dule. U45 RE510BlTIAL Q.1 NT Part 2 Product L Garage door opens./ A Coordinate with materials finish selection Behe.le. 2. Ironing board .bnet (or drawer/. 4 Coordinate with materials Mu. selection schedule 3. Free - standing appliances: A Coordinate with materials finish selection schedule. END DIVISION II Division D FURN11HNG5 Part 2 Wi Prod TREATMENT Pan a - Product L Window trea.nt: A Coodinle with materials finish selection schedule. END DIVISION 12. Division B SPECIAL CONSTRUCTION 13150 POOLS Pad a - Products t Bidden design 131. HOT TUB Pert 7 - Products t IN: A Coordinate with materials finish selection schedule. END DIVISION H J Div's. 14 CONVEYING SYSTEMS r:2°-71.7 L Dumbwaiter: A Manufacturer/rode 121l /ember: 1. Coordinate with mater8ls finish selection schedule. END DIVISION 1 - 1')() Division 15 MECHANICAL 15090 GENERAL Pals I - General I. Mechanical system to be bidder design. 2. Regulatory requirements: A Refer to Division 1 C.neral Requirements. 3. Contractor week out 728/669 and NVAC diagram layout. A Coord.te with other trades. 15400 PLUMBING Part 1 - Product t Pipes and Fittings: A6asle 4 soil: ABS plastic of Mr. raga for the intended purpose. 1 Provide cast iron with 60npresslan neoprene joints per locations shown on the drawtrgs. 2. Provide clean -outs at beret. B. vents: ABS C. Gas: Per code, verify location of appliances. 1 Provide an approved earthquake shAOfl valve Installed In the building supply Iine immediately arter the gas meter. The valve shall be located outside of the structure and be accessible. D. Water L. 1 Below Grade: I V4' hype K with/ and solder 2. Above Gads: Typo 1 w /noft sold9 7. PWmbtrg equipment: A Hot water heater: (Duals in tar.. [ Coordinate with owners material s81ecU_m- ET. Hose bib, frost proof type: Mansfield mils G Main short -off valve in garage D. Puebing rate r. L Coordinate with owners material selection. 3. Irrigation: (bidder design/ A Rovide'T' come8UOn in main Tine in garage by main - hut -off valve with 2878813 shut -off and drain valve. 4. Adana20 sprinkler System: (6ader design/ Part 3 - Execution 1 The installer to design the system to 277/07rate jurisdictional /449)1enenls and fu0Ctlon In a mama/ consists/ with in.., standards. Refer to general requirements. 15,0 HVAC Part 7 - Product 1 Faced AG: A Furnace system: L Coordinate Lath materials finish selection schedule. B. Duct work and Insulation: L Coordinate with materials finish selection schedule. C. Air cleaner: I. Coordinate with materials finish selection schedule. D. Controls: L Coordinate with materiels finish selection schedule. E. Registers with adjustable supply: I. Coordinate with materials finish selection schedule. 1. Fans: see division n energy requirements. 3. V.. t Coordinate with materials flnldm selection schedule. 4. Exhaust Ducts: A Terminate outside building and equip with backdr2fl dampers per 018 section 5041 Part 3 - Exe.ticn 1. The 6228) err to design the system to appropriate jurisdictional requirements and function in a manner consists/ with IMntry standards. Rene to general requirements. END DIVISION 15 Division lb ELECTRICAL Part I - General t Electrical systems to be bidder designed 1. Regulatory requirements: refer to Division 1 - General Requirements. 3. 082/2020 to provide electrical diagramming layouts, design circuitry: follow lighting pen if provided. A Coordinate with other trades. 16100 POLER Part 2 - Product 1 Wire and Boxes. A volt 12 6A (3) Wire 1 GFI a Damp Localism B. Low voltage: 518841d type. 7. Panels: Circuit breaker box fully labeled A Capacity: Bidder Design B. Circuitry: Bidder Design 3. Groweing: A Provide (U 2 1/2' schedule BO PVC conduit at Generate stem wall for electrical service end (U 55 dameler x 00' log galvanized rod for eectr8) grounding 4. Sn8ake Detectors: A Provide and Install per U86. section 310.5. 5 Fire slam: A Provide and .1811 er U B.C. chapter I required governing p hapl 3O.0 end as requ ed by goven j fire marNalL Part 3 -Ere.. I. TFe innlall81 to desi IM 5 to 8 J91134)01ional re /s and Furot.n I3 8 name/ consisten with the Industr standards. Reim l0 9 83x8) re and 331. katiV COFTIWICATIONS Pad 2 - Products L InIru5lon clam and securu detection s Coordinate wish materi finish ael84uon schedule. 2 Rene 0 18522 A 600rdinate with matxlals finish selection schsdu)e. 3. i/xoc1eM1.i 89sam6: A Coordinate wnh materials finish selection schedule. 4. Stereo 6ysl88 A 2089218 etch 881x)815 finish 08)84!/03 2chedue. 16560 LIGHT Part 2 - Products I. Fixtures: L Coordinate with materiels falsh selection scMdule. 7. Control:A Switches:I. Coordinate with materials finish se.t.sdedule. 3. Dimmers: t Coordinate with materials finish selection tets.ule. 4. Boxes: l Coordinate with materials finish selection sdee.le. 5. Otte: L Coordinate with materials finish selection schedule. Part 3 - Execution 1 The ima5110 6543 the 5 to appropriate 3 0RSdmuoM1 g 468 6 858 "Un02ion In 8 lamer 4034211 with the 4 65 34 standards. Refx l0 9 43418) 20re ll. END DIVISION. Division n ENERGY REOIIIREMEN75 WASHINGTON STATE ENERGY CODE: General Notes: Electric water heaters) shall have Per (550437 separate power or gas shutoff. Noneompressble RIO pad (wheat. spaces only) 2. NACEA label ... 3. 766 wili (less than or : {01 U0 48 1. 4. Showers and insulation has shall Emil flaw to (less than 01 = to 75 g pm (5 504 8.0 A 1 84 insulation L Baffles to maintain r air space above insulation 1. Baffles to extend 6' above bait insulation 3. Baffles to extend U' above boss fill Insulation e. Wall Insulation. L Face stapled baits 1. Friction fit unlaced baits 5 Poly vapor retarder or 6. PVA psi/ w/8 dry cap perm rating of I max ConceaA Behind led Insulation shall be placed: 78121) F E Behind parlllion studs /caner Floe Insuatlan A One dry cup stied veils bariv on the warm side. B. MOlslufe CO/f011MUIalIOn I. Attic and pawl spa. access panels to be Insulated and weat...ripped 9 Recessed lighting Fixtures to comply with section 501.4.4 10, Nepali Insulation Is Install. and equivalent to the requlrsd wall R- values ore shown In tab. 6.1 or 67. IL vapor Warders shall be Installed per 50151 6'51 (6) loll black polyelhy.e good cover, Sall be lapped 17' at points and extend throughout the crawl space to foundation 48)2 A All 54,1)03 doors (except '10 minute doors) shall be weather stripped per 1550744) 804304588400188181749520018513118672345981148028)56413023 (550311) 14. heating duets In unconditioned spans shall be Insulated to am a of R•0 (5503.103) aASHINGTON STATE AIR QUALITY ACT: A General Notes: B Standard air leakage (550243) caulking is complete uhn Installed in tin follow', 008 tloro 1 Between sole plete/subf ^yL ' 1 bor \V' . Ilaring/phmNp /dot reglstx pero8 015 .�f \�0 3. Ran Jolat.:"r 1 (he.ted lower 1:: t t:,p V`Q 4. Partition stud peretrai. s END DINSION n Z 4 �`p1 N\ L1 t + phi l CO) O 4 C I Z 1'21 .. y co � a • U O A Q U TT �� V ax a ° z Z > is e • a Ax va AI 6 y x (1 SHEET Al J START FRAMING HERE FP -24 10' -0' I4' -6' FP - I FP -6 ( FP - Covered Porch CONC. FP -I4 (FP - 14) TYP TYP. LL J 12 -l' 6'- t a y r. + P C FP -14 FP 11J FP-I 42' -0' 2x LEDGER W/ 2 ROWS I0 LAG BOLTS F 76 FP FP -I 1' - 12' FP -1 22' -5' 21 -10' STEP FOI NDATICN ACCORDING TO GRADE. Garage ( FP -3 (FP -II) (FP -23) 20-3 12' [ FP -1 FP - 6 5' -10' R.-0) FP -2 SITE DETERMINED I 7 FP -2 FP -18 ALL FLOOR JOIST ARE: II - /5' TJI /150 AT 192' oc SEE DIV. 05100 FP -5 FP -2 CRAWL SPACE VENTS L CRAWL SPACE AREA 1342 SF 2. CRAWL SPACE AREA / 150 = 895 SF OF VENT AREA REQUIRED 3. TYPICAL VENT SIZE = 14'x5,.15 (15% EFFICIENCY) _ .58 SF PER VENT NET FREE AREA 4. VENT AREA / .58 = 15.43 VENTS REQUIRED. 5. IS VENTS SHOWN (SEE PLAN FOR LOCATION) 5. 16 VENTS x 55 = 925 5F OF VENT AREA PROVIDED. 1. VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF I/4• MAX. VENTS LOCATED IN RIM JOIST MUST SE PERMANENTLY BAFFLED. WISEC 502.1.4.1 51' -10' 51' -10' FOUNDATION /MAIN FLOOR FRAMING PLAN Scab v4'd' -O'.. F P 'l CONCRETE STEM WALL ELIDE WITH MIN. FOOTING-. SEE C ETAE.S F OR ADDITIONAL 1551' I GENERAL FRAMING NOTES FOUNDATION KEYNOTES INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE STEM WALL 6' WIDE WITH MIN. 12'x6' FOOTING. SEE DETAILSFOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -1 CONCRETE SLAB ON GRADE SHALL SE 4' THICK STEEL TROWELED FINISH, W/ 6x6 WI.4xW1.4 WU.F ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A -1 6x6 POST ON C1566. 1' ABOVE SLAB ON 36,36'x8' MAT FOOTING ON SOLID SUBSTRATE 5/14)4 BAR EACH WAY. SEE DIV. 3 SHEET A -I CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE DIV. I SHEET A -1 ALL CRIPPLE WALLS ARE 2x6 OR 3x4 s 16' 00. UN.O. 14' MIN STUD LENGTH PER UBC SEE DI, 6 SHEET A -1 4x10 BEAM LINE. MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE Div. 6 SHEET A -I 4x4 POST (SCAB POST AND BEAM WITH 2x4) ON 90• FELT ON MAT FOOTING U.N.O. PROVIDE 4x6 -POST/ SEAM SPLICE U POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 15/D1. SEE DIV. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE Div. 1 SHEET A -I ELECTRICAL SERVICE, PROVIDE (I) 2 1/2' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5/8,20' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIv_ 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED P -12 15,24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -122 FP -2 (FP -3 (FP -4) ( FP -5 FP -6 FP -1 FP -8 ( FP -9 FP-I0) (FP -ll) FP -13 (FP -14 {FP-15 ( FP -16 (FP -II) (FP-15) FP-I9) FP -20) FP-21) FP-22j ( FP - 23, 3' DIAMETER STEEL POST EDGE OF CONCRETE FP -24 SYMBOLS & LEGEND o I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE Div. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' 0.4. UN.O. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4. VERIFY. S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 4x10 DF "2 UN.O. PROVIDE (II STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' - 0' UN.O. SEE DIV. 05100 5HEET A - I PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'524'X1' MAT FOOTING ON SOLID SUBSTRATE W/ l2) 4 BAR EACH WAY OR 12'41' STRIP FOOTING PER DETAIL 15/DI 30 •X30 X1 MAT FOOTING ON. SOLID SUBSTRATE WI (2) *4 BAR EACH WAY OR 15•51' STRIP FOOTING PER DETAIL 15//21. 36X36 X12' MAT FOOTING ON SOLID SUBSTRATE W[12/ 11 4 BAR EACH WAY STUB STEEL 12' INTO SLAB A 12'oc FLOOR JOIST SEE DIV 6 SHEET A -I 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A-I - PROVIDE SOLID BLOCKING THRII JO15T SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A -I MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN IS BELOW SURROUNDING GRADE POINT LOAD FROM ABOVE Q POINT LOAD FROM ABOVE W/ LOADING El POINT LOAD TRANSFERING DOWN y POINT LOAD TRANSFERING D01UJ WI LOADING q Qti HANGER POINT LOAD TRANSFERED BY KICKER y y .7 HOLD DOWN WITH SIZE DESIGNATION P y c?' TO BE USED ON FL I OOR SIZE BELOW SIGNATION STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITS INDEXED NUMBER r.� EXTENT OF SHEAR WALL TYPE OF SHEAR WALL = t WALL ABOVE 1=1EiEt WALL BELOW NOTE, UNLESS OTHERWISE NOTED, ENGINEERING AND v w /�im� 1= r1/ § N Q w V M t i�1 N 0 0 04E- U a E a 0 CA ce Li o a U H � O LL 4.y Q I� c! Vcs 4) eo � O N 4) 1v T I ' \ • e e } V 8 co 0 Ui-1 O ca al N z 0 TRLE Co ''^^ 1ST v♦ co CO ce °-) ::: I- -3 Cr O :" n N Q _ � ' V m ED REC qTY CF TU °ESMIT CENTE JOB NO.: 00227.01 SHEET A2 8'x8' COLUMN ON 12'x12' BASE .36' HEIGHT (TYPI 10 -0' GLAZING CALCULATION 51' 10' 42' 0' 2452 SF TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING 15.0 5 36734 SF SP. IS CALCULATED USING THE REQUIREMENTS SET FORTH IN THE WASHINGTION STATE ENERGY CODE. REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY CF PERPoRMNCE COMPLIANCE SYMBOLS AND LEGEND F❑ FN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFM MIN. vTOS ® WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN., vT0 Q THERMOSTAT g 50' ABOVE FLOOR O I10v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED (T 24 HOUR TIMER TO 1.1.41OLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER Div. 15,16 SEE SHEET AI FURN A. PROVIDE S DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. 8. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM PER LPL SEC.6285 4 LIMO SEC. 303.4 . D. PROVIDE PRESSURE RELIEF LINE PLUMBED To OUTSIDE. D6 i Dnin CARP 14' -6' SR 2650 SH 1056 F Covered Porch CONC 4-II' 40310 12' EATING BAR 5' -3 3/4' I 0 I /4' 3' -5 I2' Deck WOOD 6068 .17 OO vINYL ■ Hall CARPET 6' -3 I/2' Den CARPET 2640 S 2640 4' -5 I/2' 3' -1 12' 5T -10' B'A 1/2' Storage L- 2626 FX 4' -8 12' Family CARPET 14 -512' 21' -10' 20-3 I/2' 16070 O.H. GARAGE DOOR 1 -10 I2' BRAIN FLOOR PLAN kale ¥4'.I' - ®• 5' -10' 40 I GENERAL PLAN NOTES P-1 J P -2 ) P -4 P -5 P -6 ) P -i ) P -8 j P -9 P -I0 P -11 ) P -12 ) � P -13) P -14 P-IS) )P -16) l P -Ii ) P -I9 P -2I, P -22 ) P -23 ) P -24 ) L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITT' INFORMATION SEE Div. Il SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIv. 8 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 FLOOR PLAN KEY NOTES OCCUPANCY SEPARATION: APPLY (1) LAYER 5/5 I I PE TO G.W5.70 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. 010025 SHEET A -I 13/8' MIN. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE Div. 01002.5 SHEET A -I ST' AIR ,cSSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN. 6' -8', WIDTH MIN. 3' -0'. B. TREADS 10' MIN. DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN. 34' TO MAX 35' ABOVE TREAD NOSING. HANDRAIL 112' MIN. TO 2' MAX. CROSS SECTION DIMENSION AND 112' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLIS). E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' G.WB. (2) LAYERS 9 CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE Div. 01002.5 SHEET A -1. SAFETY GLAZING USC,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 E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 05500 SHEET A -I EGRESS WINDOW PER WOO, SECTION 310.4 SEE Div. 08500 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TOBE 18' MIN, ABOVE TOP OF SLAB SEE Div. 15 SHEET A -1 COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE Div. 09250 SHEET A -I C2) LAYERS OF FLOOR SHEATHING OVER FRAMING. a MAX. RISER WITH 10' MIN RUN IF MORE THAN l3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1005 SHEET A -I iE x24' CRAWL SPACE ACCESS. INSULATE AND WEATHERSTRIP. SEE DIV. 01002.2 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. 01002.5 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010028 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE Div. 01002.5 AND 9 SHEET A -I D. 5/8' TYPE "X' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 35' GUARDRAIL PER UBC 505 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL, I' CLEARANCE ALL SIDES PER UBC SEE DIV. I5. SHEET A -I PLANT -SHELF UPPER AND LONER LINEN CABINETS SOFFIT AREA. INTEGRATED MAKE UP AIR 2x6 STUDS WI R -I9 INSULATION MIN, RECEIVED CITY OF TUKWILA PERMIT CENTER SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR TOTAL 1342 SF 1110 SF 2452 SF GARAGE 588 SF DECK / PATIO 276 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED TO BELOW O SP SPACES AND GARAGES RE NOT INCLUDED IN CALCULATIONS. TO C/5 (0 cp LC) CD C\ Ca Cr) LL �* '— . : : ■� �_ Cn N c FS _ L G { J , L m TITLE JOB NO 00227.0 SHEET A3 ALL FLOOR JOIST ARE 11 -1/S' TJI PRO 150'5. AT 1E2' oc VERIFY W/ MFG LAYOUT. SEE DIV. 06100 UPPER FLOOR /LOWER ROOF FRAMING PLAN GENERAL FRAMING NOTES I F -2 F -3 J ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN WI BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM CF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE Div. 01002 SWEET A -I FLOOR JOIST - SEE SCHEDULE DIG. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE Div. 06100 SHEET A -I FLUSH -. BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HvAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2x6 OVERFRAMING 6 24' 00. PROVIDE 2x6 STRONGBACK PURLINS AND 2x KICKERS AT oc TO TRUSSES BELOW. F -I5 ) 2X• CEILING JOISTS . 24' OC t F - F - 5 F 1 F -T I. F -S F-S F -I0 F -II F -12 F -13 F -14 FRAMING PLAN KEYNOTES] a--(3 3 SYMBOLS & LEGEND B POINT LOAD TRANSFERING DOWN y 0`� P 2 POINT LOAD TRANSFERING DOWN W/ LOADING Q HANGER POINT LOAD TRANSFERED By KICKER y �G 11 SOLO 0011N WITH SIZE DESIGNATION 1 9ti VERTICAL STRAP WITH SIZE DESIGNATION TOBE USED ON FLOOR - BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITS INDEXED NUMBER ® EXTENT OF SHEAR WALL. TYPE CF SWEAR WALL --= == WALL ABOVE 1=11t WALL BELOW NOTE: UNLESS OTHERWISE NOTED. ENGINEERING AND 1. SEE COVER SWEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SWEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE Div. 6100 SHEET A -I - TRUSS LOADING SEE Div. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' o.c. UN.O. 5.ROOF PITCH EXTERIOR PER ELEVATION INTER PER SECTION RAFTER TAIL 2x4. VERIFY. S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S. ALL HEADERS ARE 4xI0 OF •2 UNO. PROVIDE (1) 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 WITH FACE OF WALL POINT LOAD FROM ABOVE POINT LOAO FROM ABOVE W/ LOADING R OFTW CITY OF TUMNILA PERMIT CENTER TO c O N CD COS' 0 Ca) E. O ■_ , (J) N 00 Liz TITLE JOB NO.: 00227.01 SHEET A4 SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE - BATHROOMS /LAUNDRY 50 CFN! MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFI MIN. vTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN., vTO THERMOSTAT 6 50' ABOVE FLOOR IIOv SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER Div. 15,16 SEE SHEET 41 FURN . PROVIDE G DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. . PROVIDE THERMAL EXPANSION TANK AT WATER HEATER . STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM PER UPC SEC._6085 a LIMC SEC. 303.4 . PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. UPPER FLOOR PLAN Q Scab V4'.T -C 0 I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I FRE OCCUPANCY SEPARATION: • 1 APPLY (1) LAYER 518' TYPE 'X' G.W.B. 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. 010025 SHEET A -I 13/5 MIN. SOLID CORE DOOR WITH SELF CLOSER. TO BE TIGHT FITTING STE DIv. 01002.5 SHEEP A -I 1);,:S STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN. 6' -8', WIDTH MIN. 3' -0'. S. TREADS 10' MIN. DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN. 34' TO MAX 35' ABOVE TREAD NOSING. HANDRAIL I I/2' MIN. TO 2' MAX. CROSS SECTION DIMENSION AND I I/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLCS). E. COVER USABLE SPACE UNDER STAIR W/ 5/5' TYPE 'X' G.W.B. (2) LAYERS o CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE Div. 01002.6 SHEET A -1. SAFETY GLAZING PER USC, 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 E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 08800 SHEET A -1 EGRESS WINDOW PER USG, SECTION 310.4 SEE Div. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE Div. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. a MAX. RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I I8 x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DI, 010022 SHEET A -I 21 x30 ATTIC SPACE ACCESS Of 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DI, 01002.1 SHEET A -I { p_o l FLOOR MATERIAL BREAK LINE P -2 ( P -4 ( ( p -5 ) P -6 P -1 ( P -8 ) ( P -9 ) (P -I0) ( P -II (P -13) (P -I4) [P -15) (P -16 (P -Il ) (P -IS) ( P -19 (P -20) ( P -2I ) ( P -22 { P-23 (P -24 L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. Il SWEET A -1 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE Div. 8 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. WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORI' TO UBC REQUIREMENTS. SEE Div. 010028 SHEET A -1 B. ZERO CLEARANCE FIREPLACES SHALL CONFORM. TO UBC. REQUIREMENTS. SEE DI, 01002E SHEET A -I G. HEARTH SHALL CONFORM TO USC REQUIREMENT. SEE Div. 01002E AND 9 SHEET A -I D. 5/8' 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. I' CLEARANCE ALL SIDES PER UBC SEE Div. 15 SHEET A -I PLANT SHELF UPPER AND LOUDER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE. UP AIR 2s5 STUDS W/ R -I9 INSULATION MIN. MO 2- ll:U\ CITY CF ETUICumLA PENS1' CENTER.. TITLE JOB NO. 002275 SHEET AS / 10 / / \ \ / 16' -5' 5' -61/2 61/2' 10' -6' / 8 -5 I1• l' -II I/2' X y' -g !/2' I , 5' -3' 5'•3' 1040 XO • • ?I .'OPT OBS ( P -4 4040FX 5040 X / ROOF LINE BELOW F P-5 l 1 m M. Bdrm. CARPET R t ■4 /I L- £ a �j P-5 Bdrm. #2 CARPET - - W.I.C. CARPETf 2.4.FKT vT05 - -- S . - .4/I L L WALL LINE BELOW j �' _ -, 'k rc 'i WALL LINE BELOW r 16 S' -6 U2' 1 -10 2' -0' / 5' -1' M. Bath L. l 8 4 ' D' ,• 5'-2' •4 42 BP ,n 26 SD E pCT 2 4 CARPET _ 45' wiz. / � \ CARPET t___ p-1 ) (3. 9 SI.£ .:. -R-4 5. YTOS A MIElli•Iu®ili0' 8 - I/2' 5' VY IZ -d R ■ 5 ! ®•�®®• : : ;_� � �. ":0 3 -8. 4 , - T -I. Ha I R∎ 5 M CARPET l 1=® Open 6 R4j� R . 5 -_.. -- 26 - 5e BP .9 -.6£ .01 W r 2 � � 5 ) Bdrm. #3 (p_ 1 CARPET a To ��� Below a = � � \ � th 50 Bdrm. #4 CARPET 5 _ iD ,UI L - ,L - 1 2626 / ° S B — 2 2650 Ii SHOUER ,'VT m Eli `fl FX `^ 2026 FX 2626 FX 2636 5H 01 LJ 1 LuJ i r � V L ❑❑ 2) 3050 SH WALL LINE BELOW ROOF LINE BELOW _ J .0 -.N — I / / 10'-0' 4'•61/2' 2' - 5' -0' 3' -0' 4'-11/2' 3' -3' 4' -I I/2' 5' -0' 4' -3' 3' -3' 5' -51 /2' 5' - II' 6' 12' -6' 52._0. SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE - BATHROOMS /LAUNDRY 50 CFN! MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFI MIN. vTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN., vTO THERMOSTAT 6 50' ABOVE FLOOR IIOv SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER Div. 15,16 SEE SHEET 41 FURN . PROVIDE G DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. . PROVIDE THERMAL EXPANSION TANK AT WATER HEATER . STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM PER UPC SEC._6085 a LIMC SEC. 303.4 . PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. UPPER FLOOR PLAN Q Scab V4'.T -C 0 I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I FRE OCCUPANCY SEPARATION: • 1 APPLY (1) LAYER 518' TYPE 'X' G.W.B. 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. 010025 SHEET A -I 13/5 MIN. SOLID CORE DOOR WITH SELF CLOSER. TO BE TIGHT FITTING STE DIv. 01002.5 SHEEP A -I 1);,:S STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN. 6' -8', WIDTH MIN. 3' -0'. S. TREADS 10' MIN. DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN. 34' TO MAX 35' ABOVE TREAD NOSING. HANDRAIL I I/2' MIN. TO 2' MAX. CROSS SECTION DIMENSION AND I I/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLCS). E. COVER USABLE SPACE UNDER STAIR W/ 5/5' TYPE 'X' G.W.B. (2) LAYERS o CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE Div. 01002.6 SHEET A -1. SAFETY GLAZING PER USC, 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 E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 08800 SHEET A -1 EGRESS WINDOW PER USG, SECTION 310.4 SEE Div. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE Div. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. a MAX. RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I I8 x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DI, 010022 SHEET A -I 21 x30 ATTIC SPACE ACCESS Of 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DI, 01002.1 SHEET A -I { p_o l FLOOR MATERIAL BREAK LINE P -2 ( P -4 ( ( p -5 ) P -6 P -1 ( P -8 ) ( P -9 ) (P -I0) ( P -II (P -13) (P -I4) [P -15) (P -16 (P -Il ) (P -IS) ( P -19 (P -20) ( P -2I ) ( P -22 { P-23 (P -24 L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. Il SWEET A -1 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE Div. 8 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. WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORI' TO UBC REQUIREMENTS. SEE Div. 010028 SHEET A -1 B. ZERO CLEARANCE FIREPLACES SHALL CONFORM. TO UBC. REQUIREMENTS. SEE DI, 01002E SHEET A -I G. HEARTH SHALL CONFORM TO USC REQUIREMENT. SEE Div. 01002E AND 9 SHEET A -I D. 5/8' 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. I' CLEARANCE ALL SIDES PER UBC SEE Div. 15 SHEET A -I PLANT SHELF UPPER AND LOUDER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE. UP AIR 2s5 STUDS W/ R -I9 INSULATION MIN. MO 2- ll:U\ CITY CF ETUICumLA PENS1' CENTER.. TITLE JOB NO. 002275 SHEET AS ROOF VENT CALCULATION BASED ON 3 2-1/7 HOLES PER VENT BLOCK ROOF VENT CALCS BASED ON UBC SECTION 15053 TOTAL ROOF AREA E72 '. OF/300 =524 SF OF VENT AREA 5096 % AT EAVE . 262. '5F REQUIRED, 50% % m 36! (MN) ABOVE EAVE . 262. 1 SF REQUIRED 3 ROOF JACKS AT, 50 SQ. IN. EACH 5Q. IN. 104 ' 5F 105. LF. OF EAVE VENTS AT 52 5Q. INJLF= 548.0 So. IN.=379 SF . GABLE END VENTS AT C___z Q__ = 0A__ SQ IN .000 SF 0 '.GABLE END VENTS AT 0 x0 =Q]_ SQ. IN..060• SF 5 . GABLE END VENT5 AT 22 DIA. = 245 SQ. IN..170 SF TOTAL VENTS PROVIDED ROOF JACKS . 104 5F EAVE VENTS 379 5F GABLE END VENTS - 170 Sr TOTAL SF OF. VENTS PROVIDED , 6.63 SF • AREA MAY BE 1/300. IF A VAPOR RETARDER 15 INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. UBC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO I/4' MESH STUBBED OFFSET GIRDER TRUSS STUBBED STUDDED COMMON TRUSS WALL LINE BELOW SCAB RAFTERS TO TRUSSES W /(S)16d NAILS STAGGERED SEE SHEET A 4 FOR FRAMING CONTINUATION STUBBED GABL END TRU56 NOTE I6' VERTICAL STUB AT EA END WALL LINE BELOW ROOF LINE BELOW ROOF LINE WEE SHEET A 4 FOR FRAMING CONTINUATION WALL LINE BELOW C D 1 (�1 L J L`J UPPER ROOF cp „frO 3 z FRAMING PLAJ■1 8 p4 I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES SACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIVUS SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. F -2 F -3 F -4 F -5 j F -6 F -1 F - B l F -9 F -I0 F - II F -I2 F -13 F - I4 J F -15 i. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN Cr MANUF. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRU55 LOADING SEE DIV. 010001A SHEET A -1 - TRUES SPAN PER FLOOR PLANS - TRU55 TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' o.c. UND. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S. ALL HEADERS ARE 440 OF •2 L'N.O. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' U.N.O. SEE DIV. 06100 SHEET A -I 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. 06.100 SHEET A -1 SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOUN BELOW JOISTS HEW OVERFRAMING a 24' 00. PROVIDE 2x6 STRONGBACK PURLINS AND 2x KICKERS AT 6' -0' oc TO TRUSSES BELOW. 2X5 CEILING JOISTS T 24' 00 SYMBOLS & LEGEND eV POINT LOAD FROM ABOVE W/ LOADING C POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERlNG DOWN lW LOADING re HANGER POINT LOAD TRANSFERED BY KICKER POINT LOAD FROM ABOVE SN, 9 l'l HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION B e� TO-BE USED ON FLOOR STxx._ HORIZONTAL STRAP WITH. SIZE DESIGNATION ',I, INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL =T. WALL ABOVE IIMEE=4 WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND TRLE •c ER JOB NO. 00227.01 SHEET A6 III I I IIII III!I IIIII''I I!I HORIL 51DIPKi iYP. 4:12 11 HORIi SI DIN'., -TYP HIM TYP I' 1111111,1111 4 SIDE ELEVATION Srak VB'.I' -0' REAR ELEVATION IID'.I' -0' SIDE ELEVATION Sub W'.P -O' 1111 I I I I I I 11 111 I 6 EXPOSED HORIZONTAL SIDING -TYP. W/ CORNER CLIPS 2x6 TRIM - TYP. TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) BUILDING PAPER: DIV. 7) SHEATHING: (DIV. FRAMING: (DIV. 6) INSULATION: (DIV. ) SOFFIT: (DIV. 7) GWB: (DIV. 9) EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) WOOD HORIZONTAL SIDING (DIV. 01005) BUILDING WRAP: (DIV. 7) 15# BUILDING PAPER SHEATHING: (DIV. 6) 7/16' OSB OR EQUAL FRAMING: (DIV. 6) 2 X 4 STUDS AT I6' OC INSULATION: (DIV. 7) R -I3 BATT W/ INTEGRAL VAPOR BARRIER GWB: (DIV. 9) I/2' GWB FLOOR CONSTRUCTION IV. 9) FLOORING: SUBFLOOR: 6) INSUiLAS N: (DIV. 7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW: HEAD: 2x6 (WITH NO BRICK MOLD) JAMB: 286 SILL 2x6 CORNER BOARDS: INSIDE 2x2 OUTSIDE 2x4,2x3 FASCIA 2x8 UNO COMPOSITION SHINGLES (DIV. 010005) 306 BUILDING PAPER 7/16' OSB OR EQUAL PER PLAN R -30 BLOWN -IN I/2 RE-SAWN PLYWOOD 5/8' GWB FINISH PER PLANS (DIV. 01005) 3/4' T&G (PLYWD, COMPLY, OR EQ.) PER PLANS R-19 BATT 1/2' RE -SAWN PLYWOOD 2 FRONT ELEVATION & . 4'.I' -0 D - 0 k TRUSSES PER PLAN M. Bdrm. FLOOR JOISTS PER PLAN Kitchen Crawl Space 12 BUILDING SECTION A -A Seals P4'.1' -0' TOP PLATE WINDOUI H UPPER FLOOR TOP PLATE WINDOW HDR Gory OF TUK4)11A APPROVFU MAY 2 M AS l:31L11 �otr�c onnslo�' _ TITLE JOB NO. 00227.0 SHEET A7 IJEWI A 4 ® APA LATERAL RESTRAINT PANEL 13 CRIPPLE WALL 0 FOUNDATION 3/& =1' -O' vnc, -ai .r-3 3/4'=1 -0' a oo a cc-;-,o_ ., TOP OF Fii FINISH GRADE TOP OF DOREL TOROF SLAB (NOTE: BASEMENT SLAB MUST BE IN PLACE PRIOR TO FULL BACKFILLING OF WALL. NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL. TOP OF SLAB F F S TOP OF J - BAR 3/4' =T-O' 2 -2X4 PLATES, NAIL SHTG. TO EA PLATE (2)5/6' P AB. W /MIN. 1' EMBEDMENT UNO. ON SHR WALL SCI-ED. CONTINUOUS FOOTING 8 8' 18 FOUNDATION D TAIL 3/4 ° =1-0" 1' -0' FOU D TAIL CLEAR 2x4 TOP PLATE GARAGE DOOR HDR (SEE FRY. PLAN FOR SIZE) NAIL SHEATHING TO HDR Lill ad NAILS • 3 • SNR WALL LOO. UNO.ON SHR WALL SCHED. 2 2x4 STUDS -NAIL SHEATH'. W/ 8d NAILS a 3' O.C. TO EACH STUD UND. ON SHR WALL SCNED. NAIL ed NAILS - 3' O.C. • ALL PLTS., HDRS- N STUDS UND. ON SHR WALL SCHED. 2 2x4 AT ANY SHEATHING JOINT 1/16 0.613. SHEATRNG (MIN.) ST.14 STRAP TIE ANCHOR (NAIL TO BOARD FORM. BEND uP AFTER CONCRETE CURES) USE 33 -16.1X2 IB NAILS EACH UMO. 2' CLEAR 5/5x0' AB. W/ 2'%2'X3/16' 5.Q 5TEEL PLATE WA5FER5 • 4' -0' O.C. (DI V. 3 SHEET A -I) EXCEPT AS NOTED ON SHEARWALL SCHEDULE 1' MIN. EMBED. (2) .4 BAR •TOP •4 v c BARa 11' oc, FULL (D 3 SHEET WALL (DIv. 3 SHEEt A -I) •4 VERT.1-BAR a 6' oc (DIv. 3 SHEET A -U DAMP PROOFING ( Div. l SHT AU •4 HORZ. BAR • IV oc OVERLAP (MN) (Div. 3 SWEET A -I) TIGHTLINE 4' PERF. FT'G. DRAM WiFILTER M GRAVEL BED. (Div. Iv. 1 SHEET A -U - -y " (41 .4 BAR CONT. (DIv. 3 SHEET A -U SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OVER VAPOR BARRIOR (2).4 BAR • TOP •4 vE BAR a 10' oc , FULL HEI GHT OF WALL (Div. 3 SHEET A -U S ERT. J- BAR•5'oc (DIVV. 3 SHEET A -U (5).4 BAR CONT. (DIV. 3 SHEET A -I) SOLID SUBSTRATE 4' CON.. SLAB OvER 4' ROCK OVER VAPOR BARRIOR 5/8'6•10' AB. W/ 2'%2'X3/16' SO. STEEL PLATE WASHERS • OG. (Div. 3 SHEET A -I) EXCEPT AS NOTED ON SHEARUALL SCHEDULE 1' MM EMBED. •4 HORZ. BAR • 10' oc (plv. 3 SHEET A -U •4 6AR • U' ac L =2' -6' (DIY 3 SHEET A -U DAMP PROOFING ( Div. 1 SW AI) I I • 11 PER PLAN TYP. FLOOR FRAMING PER PLAN (DIY 6 SHEET A -I1 BLOCKING OVER BEAM BEAM PER PLAN. POST PER PLAN OVER NERvESTRAL C.T. FOOTING PER PLAN AT FOOTING PER PLAN 01 CONT. •4 5AR TYP. FLOOR FRAMING PER PLAN (DIY 6 SHEEt G -U TYP. EXTE RIOR W CONS PER PLAN (DIY 6 SHEET A - LOCATE SHEATHING JOINT e COMMON MEMBER RIM BOARD LOCATE SHEATHING JOINT • COMMON MEMBER CRIPPLE WALL PER PLAN SEE FOUNDATION DETAIL.) PER TYP. FLOOR FRAMING PLAN (Dlv. 6 SHEET A -U TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (Div. 6 SHEET A -1) RIM BOARD CRIPPLE WALL, PER PLAN, WITH A MIN STUD LENGTH OF 14' PER UBC SEC. 1310.115 (DI, 6 SHEET AA) SEE FONDATION DETAIL(5) CRIPPLE WALL © FOUNDATION r Z:)OMM -As( 5_24 •\ I t) /4 "=R0' 05100 -cBTT, WE Ate' MI irdE ..... IL ill ,_,,.,_,,,, 1 5 CANTILEVER FRM'G AT FOUNDATION � FURRING DETAIL CNA 33.300 OOM-2 3/4° =1-0" OB1CM- )MMoo-- 02__ry 3/4' =Y -0" TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (Div. 6 SHEET AA) TYP. FLOOR FRAMING PER PLAN (Div.6 SHEET A -U SOLID BLOCKING OVER SURPORT5 LOCATE SHEATHING JOINT • COMM. MEMBER RIM BOARD 1' CONT. SOFFIT VENT in' RESAWN PLYWOOD • SOFFIT TREATED MUD SILL SEE FOUNDATION DETAILS AT BEAM 5PL CE USE 2x4 $CAB EACH SIDE x35 RAMSET TO FOOTING FOR POSITIVE CCMNECTION PER JURISDICTIONAL REQUIREMENTS. TYPICAL EXTERIOR WALL CONSTRUCTION PER PLAN (DIY 6 SWEET A -1) I AIR FACE FOUNDATION DETAIL 3 /4 " =T-O• 3 IR' ST FOUNDATION DETAIL POST /FOOTING CONNECTION C�SLAB ® STEM WALL N.T o suo -n D r 16 3 /4' =f-O' 04515- O3ann- TD_ G 3/4 TY, EXTERIOR WALL CONSTRUCTION PER PLANS (DIY 6 SHEET AA) 4' GONG. OVER 4' ROCK OvER VAPOR BARRIER RAO RIGID INSULATION 2X10 TREATED PLATE OFFSET 3/4' SEE FOUNDATION DETAILS 5• PIUILDM. PAPER HO" TED END MASONRT VENEER TIE TO FRAMING E, 2 SO. FT. (Div 4 Sheet A1) MASONRY VENEER CONT. FLASHING WAEEP HOLES a 4'-0' O.C. TREATED MUD SILL (DIY 6 SHEET A -I) SEE FONDATCN DETAILS TYP FLOOR FRAMING E'ER PLAN (Div.6 SWEET A -I) TYP EXTERIOR WALL CONSTRUCTION PER PLAN (Div. 6 SHEET A -I) LOCATE MEATHI. JOINT • COMMON MEMBER BLOCKING OR JOIST • ILALL RIM BOARD FURRING WALL 1' AIR SPACE VAPOR BARRIER DAMP PROOFING (DIY l SHT AI ) SEE FOUNDATION DETAILS TYP EXIOR A WL C F£R PLAN TER (DIv 6 SHE ET A -U 4' CONC. SLAB OVER 4' GRAVEL RED (DIV. 3 SHEET A -U TREATED MUD SILL (Div 6 SHEET A -U SEE FOUNDATION DETAILS cMrOOUC^ -M 6' MN. VERFY GRADE CONTOURS NOTE: 5415 OPTION CAN NOT BE USED AT SHEAR WALLS. OE20048100 -C .T.A o43100- 133300-03 FOUNDATION /FRAMING CONNECTION ( DETAIL 3/4 " =T-T O EXT. DOOR THRESHOLD DETAIL 3 /4' =T-0" 0100.0223 m HANGER OPTION GOB. TIP. (Div. 5 SHEET A -1) INTERIOR BEARING WALL (Div. 6 SHEET A -1) 1/1'• x 10'AB.• 0' O.G.(DIY 3 BEET AA) SLAB ON GRADE PER PLAN (DM. 3 SHEET A -U VAPOR BARRIER GOWN. SPREAD FIG. PER PLAN (Div. 3 SHEET A-U. 45' (5) •4 545 CONT. (5Iv 3 SHEET 4 -1) EXT. DOOR AND FRAME (DM. 8 SHEET A -I) DOOR SH A HO-U LD FLASHING AS REMO. (DIv. l NERVE5TRAL FLASHING 4' CONC. SLAB OVER 4' GRAVEL BED (DIv. 4 SHEET A -I) 242 TREATED 1RESHOLD TRIM RIM JOIST TREATED MUD SILL (DIv. 6 SHEET A -I) •4 vERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB TYP. FLOOR FRAMING PER PLAN. (DIY. 6 SHEET A -U FULL WIDTH TREATED MUD SILL HANGER PER MFG Ty?. FLOOR FRAMING PER PLAN (DIv. 6 SHEET A -I) 4' CONC. SLAB OVER 4' GRAVEL BED (Div. 4 SHEET A -I) TREATED MUD SILL (DIV. 6 SHEET A -I) 1 AIRSPACE TYP. 4 VERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL 35100 - acc•r__TJ+ \ 1 / 3/4' =1-0' 3 - &T TTP. FLOOR FRAMING PE5 PLAN (DIv. 6 SHEET A -U TTP. EXTERIOR )U& L 5O15TIUJCt)ON PER PLAN (DIv. 6 SHEET A -I) TREATED MUD SILL SEE 501.51DAIION DETAILS POST AND BEAM PER 0 :01 EXT. DOOR AND FRAME (DIv. 8 SHEET A -I) j DOOR THRESHOLD FLASH. A5 MOO. (01v.1 SHEET A -I) NERVE5TRAL FLASHING DfrO FRAMING /FOUNDATION CONNECTION oeI70- 3s000 -0e_14i FINISH GRADE CANTILEVERED RETAINING WALL 3/4 " =1' 03305.50030 -22 NOTE: FOOTING DOES NOT 61155 M THIS CONDITION, FOOTING SPANS HORIZONTALLY. FOUNDATION DETAIL 3/4" =Y -O" I -IR' fUN FRAMING PARALLEL TO STEM WALL I.I FRAMING PERPENDICULAR TO STEM WALL 1/1'6x10' AB. W/ 2'X1'%3/16' 5O. STEEL PLATE WASHERS a 4' -0' OL. (DIV. 3 SHEET A -U EXCEPT AS NOTED ON SHEARWALL SCHEDULE T m51. EMBED. •4 HOR12. BAR 10' O.C., ) -6' cop/HER OVERLAP (Div. 3 SHEET A -I) 4 VERT. BAR SAME AS 55115 STEEL WAGING. (Div. 3 SHEET AA) TIGHILME DAM5PROOFING (511.1 SHEET A -1) •4 STUB STEEL FROM FM. • 16' O.C. (DIV. 3 SHEET A -1) 4' PERF. FT'G. DRAM 4451LTER M 14' GRAVEL BED (01,1 SHEET A -I) SOLID SUBSTRATE (2) •4 BAR CONT. (DIV 3 516E1 A -I) 1/25410' AB. 1U/ 2')3X3/16' 5.5 STEEL PLATE WASHERS • O.C. /DIV. 3 SHEET A -I) EXCEPT AS NOTED ON SHEARIALL SCHEDULE 1' MIN EMBED. (2) BAR a TOP •4 4'ERT. BAR • p• 53. FULL HEIGHT 11 WALL. (DIv. 3 SHEEt A -U DAMP PROOF'S ( DIV. 1 SHT AU •4 1455. J -BAR • I2 oc (DIY 3 SHEET d -U •4 HORN. BAR a b' oc I' -6 OVERLAP (MIN) (DIV. 3 SHEET A•U TIGHTLINE TREATED MUD SILL SEE FOUNDATION 5514(1)5) FRAMING /FOUNDATION DETAIL 4' PERF. FT'S. DRAIN IV/FILTER IN 24' GRAVEL BED. (DIY 1 SHEET A•U (4).4 BAR CONT. (DIv. 3 SHEET A -I) SOLID SUBSTRATE 5/85x10' AB. W/ 2'0050/16' SO. STEEL PLATE WASHERS • 4' -0' OD. (DIV. 3 SHEET A -I) EXCEPT AS NOTED ON SHEARWALL SCHEDULE 1 MM Umbel. (1).4 BAR • TOP •4 VE51 EAR a I1' oc, FULL HEIGHT OF 5411 (DIY 3 SHEET A•Il 5 VERT. J -545 .13 oc (011.3 SHEET 4 -1) •d HOR54 BAR • IV' cc (DIV. 3 SHEET A -I) •4 BAR • 001' oc L (DN. 3 SHEET A -I) TIGHTLINE DAMP PROOFING 1 DIV 1 SHT AU 2' CLEAR (4) •4 BAR C.T. (DIV. 35HEET d -U SOLID SUBSTRATE 4' PERT. FM. DRAM 111/FILTER IN 24' GRAVEL BED. (DIv 2 SHEET A -U TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (Div. 6 SHEET A -I) LOCATE SHEATHING JOINT • COMMON MEMBER 511 BOARD TTP. 51005 401 PER PLAN (Div. 6 SHEET A -I) TM. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A -I) LOCATE SHEATHING JOINT 5555115 51515ER SOLID BLOCKING • RIM 10151 • EXT. WALL POINT LOAD BEARING PER PLAN TREATED MUD SILL SEE FOUNDATION DETAIL(5) 1YP. FLOOR FRAMING PER PLAN (DIV. 6 SHEET A -U 03.900 - 00050 -5e 3/4" =1'-0" oe103- 03355- o i_rJf JOB NO.: -- SHEET D1 236 2x (Y GRATER DEPTH THAN JOISTS) ON SOLID SUBSTRATE O Q TYP. DECK CROSS SECTION 13 3/4 " =1' -O' NOTE: DELETE RAIL WHEN FINISHED DECK ABOVE FINISHED GRADE. ELEVATION IS 3D' OR LE - 2z2 • $ I/2' OG (CLR DIST. BTUAN NOT TO EXCEED 4' SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK CDR DCK'G ATTACH LEDGER W/ 2 ROWS OF IRE' LAG BOLTS AT 16' co TYP. TJI FLOOR FRAMING PER PLAN 2x PONY WALL 4x BEAM (512E TO REDUCE NUMBER OF POSTS • 2 STORY CONDITION OR WHEN POSTS EXCEED 4' IN LENGTH SCAB W/ 2X4 EA SIDE FINISH LANDSCAPE GRADE TOP GF PIER FLU WITH OW FIN. SUB GRADE (3 BEL FINISH LANDSCA 0c2DDC-06170 -14 „_ ►IEiI$I$IiIlI I FIN 10 FRAME OVER WALL DETAIL SECTION 0 BEAM 3/4' =T -0” ®SKYLIGHT FLARE WELL DETAIL :RAM. F'ER PLAN HI • I0 0t. AT OUTSIDE FACE OF WALL 2' MEL CLR FOR VENTELATION BLOCKING BEAM PER PLAN RAFTERS. PER PLAN 2x BLOCKNG 061CO-073O0-37 SKYLIGHT, SIZE PER PLAN PROVIDE FLASHING AS RECOM'IENDED BY MFG. 2x6 CURB TYP. 2x4 • ROOF ANC FRAMING MEMBERS TYP? 311,45. • CEILING ROOF FRA411NGpER PLAN (07300 - 061 WALL STUDS BEYOND DBL JST, BLOCK AS NEEDED SEE PLAN SEE PLAN FOR TYP. RISE 4 RN DIMENSIONS 3/4' PLYWOOD RISER I I/8' HARDBOARD TREAD WITH EASED NOSING 3 2x STRINGERS TYP. UN°. CENTER STRINGER WITH 2 - 2x4 STR334 BACK TYP. NAIL WALL STRINGERS W) (2).1601 TO WALL STUDS 5B' TYPE "X' GOB. A5 REQUIRED SEE NOTES BELOW. x KICKER PLATE L HEADROOM MIN 6' -8', WIDTH (33 3' -0' PER 4. INSTALL FIRE BLOCKING • STRINGERS TOP USG 100b.15 4' BOTTOI 4 ADJACENT WALL(5) PER UDC 2. TREADS S' MIN DEPTH, RISERS 8' MAX NEWT SEC. 1052 3. HANDRAIL MIN. 34' TO MAX. 38' ABOVE TREAD 5. COVER USABLE SPACE UNDER STAIR WITH NOSING. HANDRAIL 11!2' MIN TO 2' MAX CROSS 5/8' TYPE 'X' GN8 USE 2.LAYER5 • SECTION DIMENSION 4 I UV MIN CLEAR FROM CEILING AREA - P ER UBCS 100333..S WALL, RETURN RAIL ENDS PER UBC SEC 1006.3 6. INTERMEDIATE BALLISTERS SHALL BE SPACED 4' APART NET OPENING FER UBC SEC 509.3 11 QTA117) CCC.TIAAI 11CTA11 EAVE DETAIL 3/4' =T - O• GABLE END DETAIL 3 /4'=T -0" C ckirt IICTA TYPICAL ROOF CONSTRICTION TYPICAL FLOOR CONSTRUCTION HI. 48•0.C.AT OUTSIDE FACE OF WALL IMO ON ' SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' o HOLES NTH SCREEN SEE ELEV. A35 ` EXPOSED RAFTER TAIL TYP. GUTTER "I FASCIA FER ELEVATION TYP. EXTERIOR WALL CONSTRICTION TYPICAL. ROOF CONSTRICTION 0103 07300 TRIM PER ELEVATION BARGE BOARD PER ELEVATION 204 BACKER FOR 849.3E - NAIL THR0 0013 SHEATHING WITH 16d • OC. TYP. 234 OUTRIGGERS • 4' O.C. WITH 233 BETUEEN FOR TRIM TYP. EXTERIOR WALL CONSTRUCTION TRIM PER ELEVATIONS BARGE TYP. SEE ELEVATION 234 BACKER FOR BARGE - NAIL THRU SHEATHING WITH Rd • 00. TYP. 23 OUTRIGGERS 4 8E FOR T4' . H _J BLOCKING AT CEILING, LINE 2x4 130009. 143. 3E1(ING LINE (TYP. EXTERIOR WALL CONSTRUCTIO4) BALLOON FRAME GABLE END WALL 08700. 07300 -12 EAVE DETAIL 3/4 " =T -O' EAVE DETAIL 3/4" =T -0' oUiie� II�.s r SEE � ► � �./ EAVE DETAIL 3/4" =T-0' /7\ =AV= fl Teu SEE ELEV. FL BAFFEL EXTEND 6 ABOVE BATT. MIL. OR IT ABOVE moot INSUL (TIP. ROOF CONSTRUCTION) 2' MIN CLR FOR VENTING HI. 4S• 0.C. AT OUTSIDE FACE OF WALL UNO CN SHEAR WALL SCHEDULE 2X BLOCKING WITH (37 2' o HOLES WITH SCREEN SEE ELEVATION EXPOSED TRUSS TAIL (T, GUTTER) FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRUCTION) BAFFEL EXTEND 6' ABOVE BATT. INSUL. OR 12' ABOVE BLOM INSUL. RIP. ROOF CONSTRUCTION 7 2' MM. CLR FOR vENTING HI a 48 AT OUTSIDE FACE OF WALL UNO ON SNEAK WALL SCHEDULE 2X BLOCKINCs WITH (3) Y 0 HOLES WITH SCREEN SEE ELEVATION EXPOSED RAFTER TAIL (TYP. GUTTER) FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRUCTION) BUFPEL EXTEND 6' ABOVE BATT. INSUL. OR U ABOVE BLOUN INSUL. (TYP. ROOF CONSTRUCTION) 2' MIN. CLR FOR VENTING HI a 48' O.C. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' 4 HOLES WITH SCREEN EXPOSED TRUSS TAIL I -� (TYP. GUTTER) 'C OvERHANG FASCIA PER ELEVATION PER PLAN (TYP. EXTERIOR WALL CON513531 ON) TYPICAL ROOF CONSTRUCTION OUTSIDE FACE OF WALL WND ON SHEAR WALL 6CHEDULE 0 2 X BLOCKING NTH (3)Y HOLES NTH SCREEN 2X8 BLOCKING TYP. EXPOSED RAFTER TAIL TY, GUTTER FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRUCTION COI OF TUKWIIA 'PROVED MAY 2 4 2001 AS Now) 08100-07300.02 04400 -07300 -03 ) ° y'_ I to Q � � �a � , v RECEIVED CITY OF TUKWIL CU PERMIT CENTER JOB NO -- SHEET ,L2 NAIL FLOOR SHEATHING THIS AREA WITH: 10d ®b' EWES 10 d al0` oc. FIELD BLOCK ALL EDGES TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PATE NAILING PER SHEARWALL SCHEDULE TJI BLOCKING TYP. TJI FLOOR CONSTRUCTION SHEAR WALL S ENDICULAR TO FLOOR JOISTS 3/4'=1' -0' TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER SHEARIRALL SCHEDULE 10 d NAIL ab'oc. PYUD. TO RIM JOIST PANEL EWE a FIELD NAILING PER SCHEDULE STRAP PER PAN - BEND UNDER RIM JOIST TO TJI LLEB STIFFENER TJI BLOCKING TJI LLEB STIFFENER EA SIDE HI HURRICANE TIE (14I0 -2 HURRICANE TIE AT DBL. JOISTS, TOP PATE NAIL. PER SHEARWALL SCHEDULE TYP WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOISTS TI,.TlS -c c0a :_ t7 3 /4'=Y -0' rrexl- ioc. > _i_ SHEAR WALL TOP PLATE NAILING PER SNEARUTALL SCHEDULE BOTTOM PATE NAILING PER SHEARWALL SCHEDULE PANEL EDGE t FIELD NAILING PER SCHEDULE TJI BLOCKING TYP TJI FLOOR CONSTRUCTION TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PATE NAILING PER 514EARWALL SCHEDULE PANEL EWE ( FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN ALIGN TJI FLOOR JOIST W. WALL TOP PATE W - N PER SHEARWALL SCHEDULE TYP. TJI FLOOR CONSTRICTION TYP. WALL CONSTRJCTION WttH WALL SHEATH,* PER SCHEDULE STRAP TRANSFER ® JOIST TO FLOOR JOISTS 3/4' =T -0' ci4v_rN ,PARALLEL NAIL FLOOR SHEATHING THIS AREA WITH 10 da b'oc. EWES No d a N0' oc FIELD BLOCK ALL EDGES 10dab'oc. PLYWOOD TO BLOCKING BOTTOM PATE NAILING PER SHEARWALL SCHEDULE PANEL EDGE 4 FIELD NAILING PER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EDGE 4 FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER WEARUTALL SCHEDULE TYP. WALL CONSTRICTION WITH WALL SHEATH. PER SCHEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOIST - OFFSET CONDITION 3/4 =T-0" 17010• 037:10- 09_r NAIL FLDCRSNEATHMG THIS AREA WITH 10d a S oc. EDGES I0d a MX oc. FIELD BLOCK ALL EDGES BOTTOM PATE NAILING PER SHEARWALL SCHEDULE PANEL EDGE I FIELD NAIL. PER SCHEDULE TA FLOOR JOISTS PER PLAN TJI BLOCKING a ALL PANEL EDGES PANEL EWE 4 FIELD. NAILING PER SCHEDULE TOP PLATE NAILING FER SHEARWALL SCHEDULE TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE /3/4'=1-0' EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4 =P-0° 7steress: NAIL FLOOR SHEATHING THIS AREA WITH: 10d d6'oc. EWES 10 de 10' FIELD BLOCK ALL EDGES DOUBLE STUDS AT HOLDOLLN CONDITION TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION SIMP5ONN HOLDOU.N FEE PLAN AND SHEARWALL SCHEDULE SIMPSON HOLDOIN STRAP PER PLAN AND SHEAR WALL SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL PARALLEL /.PTO FLOOR JOIST OFFSET CONDITION (\SHEAR WALL HOLDOWN TOP PLATE NAILING PER SHEARWALL SCHEDULE BOTTOM PATE NAILING PER SHEARUALL SCHEDULE 10 d a b' CC. PLYLLD. TO RIM JOIST / PANEL EDGE t FIELD NAILING PER SCHEDULE TYP. EXTERIOR WALON UCTON W WALL SHEATHING P ER C SCHEDULE TYP TJI FLOOR CONSTRUCTION 2x4 PANEL EDGE BLOCKING TOP PATE NAILING PER SHEARWALL SCHEDULE BOTTGTI PATE NAILING PER SNEAK UALL SCHEDULE 10 d ab' ac. PYWD. TO RIM JOIST JON PANEL EWE ON COMMON MEMBER PANEL EDGE NAILING INTO CON'BION MEMBER PER SCHEDULE. TYP. EOTERIOR WALL CONSTRUCTION WITH WALL SHEATHNG PER SCHEDULE TYP. TANPLOORCONNSTRICTTON BLOCK PANEL EDGE PER SCHEDULE EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS TYP WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TTP. TJI FLOOR CONSTRUCTION BOTTOM PATE NAILING PER SHEARWALL SCHEDULE 10 d NAIL a b' oc. PLTUD. TO RIM JOIST PANEL E DGE 4 FIELD NAILING PERSG IS d NAIL a b' ac. PLYUD. TO TJI BLOCKING TOP PLATE NAILING PER SHEARMLL SCHEDULE TYP. WALL CONSTRUCT!. WITH WALL SHEATHING PER SCHEDULE CANTILEVERED FLOOR JOIST 3/e=1-0 1TSIO- OWTSN0 -11 _T ANCHOR PER SHEARWALL 'SCHEDULE TYPICAL WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TY, TJI FLOOR CONSTRUCTION BOTTOM PATE NAILING PER SHEARWALL SCHEDULE TOP PATE NAILNG PER SHEARWALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAWSfOR FOUNDATION CONDITIONS SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 4 FOUNDATION 3/4=1' 0' , 7s r W,.,T. _TA TYPICAL WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION BOTTOM PATE NAILING FER SHEARUALL SCHEDULE JOIN PANEL EWE ONN COMMON MEMBER PANEL EWE NAILING INTO COMM MEMBER FER SCHEDULE. PANEL EWE AT BOTTOM OF SILL PATE. EWE NAILING PER SCHEDULE. ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS © FOUNDATION 3/4' =1' -0' I7S1G- 03300 -OU_r lI TYP. FLOOR CONSTRUCTION TYP. EXTERIOR WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PATE NAILING PER SHEARWALL SCHEDULE JOIN PANEL EDGE ON COMMON MEMBER PANEL EWE NAILING INTO COMMON MEMBER PER SCHEDULE. CRIPPLE WALL (DIV. SO SHEATH CRIPPLE WALL SAME AS SHEARWALL ABOVE OR PER SCHEDULE PANEL EDGE AT BOTTOM OF SILL PLATE. EDGE NAILING PER SCHEDULE. SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL ® CRIPPLE WALL 3/4=1' -0' nN�10-03300 Us_ - bp f--03 CRIPPLE WALL (DIV. Cl SHEATHING PER SCHEDULE PANE EWE 4 FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARWALL SCHEDULE SHEAR WALL T CRIPPLE WALL - INTERIOR 121 4 4 BAR CONT. (DIV. DI GTY Of TUOILP. APPROVED MAY 242001 MOTE! [SULK >.. 0 I- 1� w N Zw 00 C) t� L() CO +� CO c `144 C.) - o L C 4 N e 4. C: N Cb Q E RECIVED aCIIY OF TUKW =ERMIi CENTER JOB NO.: - -- SHEET SD1 SHEARIUALL PER PLAN AND SHEARWALL SCHEDULE DOUBLE STUD BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TJI BLOCKING BEAM PER PLAN 13 HOLDOWN STRAP AT CRAWL SPACE 3/4 " =1-0" ITET0- 06700- 2P, ?aT TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE DOUBLE STUD BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE BLOCKING AND FILLER BLOCK DOABLE JOIST OR BEAM PER PLAN HOLDOWN STRAP AT FLOORS 3/4 " =1-O" OFFSET DRAG STRUT 3/4 " =1'-0" 7x4 FLAT BLO:ICIN, NAIL STRAP W/ Sd COMMON • EV oL. \ FE R LLAN, LAP ONTO WAIL OR BEAM AND NAIL WITH 8d COMMON • 4• oc, DRAG STRUT CONNECTION D3134- UPPER WALL I TO LOWER ROOF CONNECTION 17610-073 NOTE: LINEN TR15S ALIGNS uv WALL. USE AN A. CLIP OR A35F CLIP BETWEEN TOP PLATE AND TR155 BOTTOM CHORD PER SHEAR WALL SCHEDULE. TYPICAL ROOF CONSTRICTION TRUSS PER PLAN WITH SHEATHING PER SHEARWALL SCHEDULE Ibd TO MATCH SHEAR - WALL NAILING BELOW 7x UA1N I6d TO MATCH SHEARUYJ -L NAILIN'a BELOW PANEL EDGE 4 FIELD NAILING PER SCHEDULE TYP. WALL CONSTRUCTION WITH UWLL SHEATHING PER SCHEDULE INTERIOR SHEARWALL TO ROOF COND. 3/4=1 -0" 176iO -073 OG ROOF SHEATHING 8d AT 4' dc. 1x4 FRAMING ALL AROIWD TRUSS PER PLAN WITH SHEATHNGG PER SHEARWALL SCHEDULE IOd AT 3' ac. SHEAR WALL TOP PLATE c INTERIOR SHEARWALL TO ROOF COND. rxa- 07?OC - -3c 3/4•=t -0 1T 10- 073OO -34 3 /4 " =T -O• 7x BARGE 4 .3 TRIM 7x4 BACKER FOR BARGE. NAIL THROUGH SKIP SHEATHING WITH Ibd 2X4 OUTRIGGERS a 4' O.C. WITH JOIST HANGER • TRUSS TYPICAL ROOF CONSTRICTION TYP. EXTERIOR WALL CONSTRICTION WITH WALL SHEATHNGG PER SCHEDULE SHEAR ALL PLYWOOD ROOF CONDITION 3/4 " =T-0' n GABLE END DETAIL (7) lb d d NAIL • 4' dc.. EA. OUTRIGGER NAIL ROOF SHEATH!. PER SCHEDULE. GABLE END TRUSS. CONTINUE SHEATHING ABOVE SNEAK WALL, UNDERSIDE CF ROOF SHEATHING., NAIL TO GABLE END TRUSS PER SCHEDULE. JOIN PANEL EDGE ON COMMON MEMBER PANEL EDGE NAILING INTO COMMON MEMBER PER SCHEDULE. 7)16d 8 d NAIL • b' oc. TO TOP CHORD 4 BLOCKING 17E1 047300-1 X3 TRIM 2X BARGE TYP. SEE ELEVATION 2X4 BACKER FOR BARGE - NAIL THRU 1AV OW WITH 1644 . O.C. TYP. 7X4 OUTRIGGERS a 4' O.C. WITH JOIST HANGER • TRUSS J BLOCKING AT CEILING LINE TYPICAL ROOF CONSTRUCTION TYP. EXIERIORLNLL CONSTRUCTION BALLOON FRAME GABLE END WALL EAVE DETAIL 3/4"=7 -O" SEE ELEV. ( SHEAR WALL 0 EAVE (7) STUDS AT EACH STRAP BOTTOM PLATE NAILING PER SHEARIALL SCHEDULE STRAP PER PLAN 4 SHEAR WALL SCHEDULE 1 114' TIMBERSTRAND LSL RIM BOARD PANEL EDGE 4 FIELD NAILING PER SCHEDULE TYP EXTERIOR WALL CONSTRICTION W WALL SHEATH. PER SCHEDULE TYP. TJI FLOOR CONSTRICTION HOLDOWN STRAP 0 FLOORS 3/4" =f-O' 1C,O T BA F E!. - EXTEND 6 ABOVE BATT. NUUL. OR I7' ABOVE BLOWN INSUL. TYPICAL ROOF CONSTRJCTION. NAIL ROOF SHEATHING PER SCHEDULE. T' MIN. CLR FOR VENTING WI • 48' O.C. AT OUTSIDE fACE OF WALL UNO ON SHEAR WALL SCHEDULE 7X BLOCKING WITH (3)2 HOLES WITH SCREEN I SEE ELEVATION PANEL EWE AT TOP PLATE. EDGE NAILING PER SCHEDULE. TYP. GUTTER FASCIA PER ELEVATION PLYWOOD ROOF CONDITION TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYPICAL ROOF CONSTRICTION H75 TIE •EA. TRU. LS30• d • 6' oc. a BLOCKING BLOCKING PER ARCH DETAILS 17610-07000-02 176104173 .5 CLIP PER SHEARWALL SCHEDULE GAA pROVE011 MAY 2 4 2001 c � �M31S7T� TYP. EXTERIOR WALL KFI WITH .1 SHEATHING PER SCHEDULE co CO LO ci d co -sr 0 �� ` ? LL ci) . L ,„ N () L() r J m OAP OF TUKWILA • ERMIT CEN fEH JOB NO. - SHEET SD2 SHEARWALL SCHEDULE 01 -08 -01 SRU 2.0.1 11VM 9 a - � a z r ONIIIVN 3003 ONIIIVN C1131 ONI>0019 3003 91109 SIONONV 31v, 119 BLOCKINs TO TOP PL. NAILING 2x JOISTS BLOCKING TO TOP PL. NAILING TJI JOISTS ONilIVN 31/1d HO11O9 ALLOWABLE LOAD m .02 REDUCTION FOR HP. PI-6 A v m 12 TES 5/8' a 48' 191 PLF PI -4 12 YES 5/8' a 32' 302 PLF PI-3 1/I6' 0.513. ONE SIDE Sd BOX w/ 113MMON 12 YES 5/8' a 24' OVERLAP SHEATHING MEMBERS 350 PLF PI -310 USE 3x STUDS o PNEUMATICALLY DRIVEN 12 YES 5/8' a 24' - NAIL PER SCHEDULE 513 PLF PANEL EDGES ma INN 4 4 r 10-- \ \ \ r � t LR \ FOUNDATION SHEAR WALLS wale bW.r_a SYMBOLS & LEGEND 0 6 POINT LOAD FROM ABOVE v Q POINT LOAD FROM ABOVE W/ LOADING ® POINT LOAD TRANSFERING DOWN g 4i �'2 e POINT LOAD TRANSFERING DOU W/ LOADING �2 r Q HANGER POINT LOAD TRANSFERED BY KICKER y� P HOLD DOU.N WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED Q. FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION N DICATES BEAM CALCULATION WITH INDEXED NUMBER - -- - - -- EXTENT OF SHEAR WALL TYPE OF SHEAR WALL ?= -- WALL ABOVE WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. MAIN FLOOR SHEAR NOTES UNLESS OTHERWISE NOTED DESIGN CRITERIA 1. OWE CALCULATIONS FOR DESIGN CRS FERIA GENERAL NOTES L ALL SHEARWALLS 0-0UN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY 51-lOWN SHADED, 2. ANCHORAGE IS FOR SHEARUJALLS(PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED a le' O.C.(MIN) PER TABLE 23- II -5-1 OF UBC. 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AN SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. UBC. REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOLL, LOCATIONS. 5. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOILN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. A. 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 :L.-BATHING. C. STAPLES OR SCREWS ARE NOT AN UNCCLPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED 5HEAR WALL PANELS UNLESS PRE- APPROVED BY THE BUILDING OFFICIAL ROOF E FLOOR SHEATHING L ROOF SHEATHING: MS' OSB APA RATED SHEATHING (24/0). LAY UP W/ MINIMUM 1/8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 8d AT 6• oc AT PANEL EDGES AND 12' oc AT INTERMEDIATE SUPPORTS_ PROVIDE EDGE CLIPS o 24' O.C s ALL UNSUPPORTEE' '_.YGES. ALLOWABLE DIAPHRAM 5HEAR.180x082.142psf 2. FLOOR SHEATHING: 3/4' GDX T 4G APA. RATED PLYWOOD (48/24). NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG 01. PROVIDE TUG EDGES AT LONG PANEL EDGES. NAILING SHALL SE I0d AT (o oc AT PANEL EDGES AND I0' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM 5HEAR =215x082= 111psf 3. PLYWOOD SHALL BE LAID WI FACE GRAIN PERPENDICULAR TO SUPPORTS AND END RP SHEAR WALLS 8eab 118'.1' -O' L9J Donifr Ed- TYP. W ?titre G � g o u V pi UPPER FLOOR SHEAR WALLS Beak t/8'0 -C !BA! T YP. +a SHEAL L D ESIGNATIONS RWA zI_IFAR WAT I TlFZTfN WIT VAT TTl TTNT.F ACCfIMFANTF.II RY 'WF.T 'TAMPED" CALCULATIONS I SHEET a c ^ o O O ▪ v ° . . � C) C C6 C ▪ CO � L• 4),)usi � L Q ECEI CITY R OF 'ER IT C Si File: DO) 35mm Drawing# U — - O Q) — L: \Kaa \00 \00227\0022701.DWG 01 -29 -2001 09:52:32 Sheet FL Workstation GlennS 0 z H 0 z — � Moll ET 10 I 6 1 J r' r ■ 3 r - -i 1 u u�� I I 4 � i —� 1 sM'!3' - - -- l :U 4iU 1 I I J I_•►�� 111 E . Thillk I VEMIENITIII I 1 R I 1 L_ I _ L ., 11 is .. 1 i u r h rJ 9 1 F Ka ppler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 1 1 I " L U I 1 1 r r 1 1 1 111 J 1 I — 1 L I I _ J L L P Customized for Tryon Concepts Bear Creek - Customized Design # 60145 -10, Plan #2453 Lot 20 Bergstrom Tukwila, WA THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT LC1111111_ Date By PERMIT eET DescrOtion — o 0 L \Kaa \00 \00227\0022701DWG 01 -29 -2001 09:52:35 Sheet ML Workstation: GlennS s 4 z 0 0 Kappler Architects, P.S. 14311 SE 16th ST. • Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 Customized for Tryon Concepts Bear Creek - Customized Design # 60145 -10, Plan #2453 Lot 20 Bergstrom Tukwila, WA DRAWING IS © COPYRIGHTED AND S THE EXCLUSIVE PROPERTY OF THE ARCHITECT Date By f PEF37IT GET C) — . L \Kaa \00 \00227\0022701DWG 01 -29 -2001 095238 Sheet: UL Workstation GIemS 0 0 r r � L ° J r -I L�J r L�J I - I L 6 1 J -- I m N ,U Z � N -m 0D D r r Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 Customized for Tryon Concepts Bear Creek - Customized Design # 60145 -10, Plan #2453 Lot 20 Bergstrom Tukwila, WA This DRAWING Is © COPYRIGHTED AND IS THE EXCLUSNE PROPERTY OF THE ARCHrrECT MINIM Date W W I BY Desattlion PEI@'tIT 8ET 014414/1 szu SHEARWALL ,HEDULE I il i ;1 weer zz 9N11►N 1.1401 01 9012010 SiaOr r'1 91i1VN 1401 9MOD0IG i ;1 E CI3Mil • P1•S �• • 4s• I Fla r, O PI.4 . S/S• • !2' M•3 v ODD, id SOX V 5/S' OVERLAP /NEATNNG 01E SIDE .U3' PHIL • . 24' AT COT1ON POSERS tMA REU9ATICALLY • NAIL PER SCIEDILE P•I.3U6 -« USE 34 STUDS • DRIVEN 5 PANEL EDGES I FOUNDATION SHEAR WALLS vw 1 111111 I 0 INCH CHINA SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING 11 POINT LOAD TRANSFERING DOUN I POINT LOAD TRANVFERMG DOUl1 UV LOADING HANGER t o POINT LOAD TRANSFERED BY KIOCER HOLD DON WITH SIZE DESIGNATION . VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx — HORIZONTAL STRAP WITH SIZE DESIGNATION I INDICATES BEAM CALCULATION WITH INDEXED WISER EXTENT OP SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE 2111'=1» WALL BELOW Nom UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. MAIN FLOOR SHEAR WALLS Sul. w 1 I I I I I 1 1 1 �,.. 1 .., 1 . + . -I I I I'I Ij Ililllilil 1 2 3 5 6 SHEAR NOTES 5l til El Zl I :.. 61. 6. 8 L 9; ,: 9, b E Z A-30 I III VIII IIII III IIIIIIIIIII II IIII�IIIII II II IIIVII IIII IIIIII 1111111 II11111111.1111111I1111I1III II II(I1111111111- 1111111iiIIII1111111►III VIII VIII VIII U LEER OTHERUISE WWI 212IGN CRITERIA L SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTE L ALL SHEARWALLS SHCIIN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY SHOWN SHADED). 2. ANCHORAGE I8 FOR 6N EARULALLS(PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SWEAR PANELS, NAILS MAY BE SPACED • 16' OC.(MIN) PER TABLE 23-11-B-1 0F U.C. 3. (WERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. UDC. REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. S. SEE MAMJ'ACTURER'8 REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDO IN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYPSUM SNEARWALLS SHALL DE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. T. DO NOT OVERDRIVE NAILS INTO SHEATHING. 6. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE- APPROVED BY THE BUILDING OFFICIAL ROOF I FLOOR SHEATHING L ROOF SHEATHING, 1/I6• OSB APA RATED SHEATHING (74/01 LAY UP UV MNIMUI I/6' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL DE Sd AT b' oc AT PANEL EDGES AND 12' cc AT NTERMEDIATE SUPPORT& PROVIDE EDGE CLIPS • 24' O.C. • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAM BNEAR •160x1162.147p.r T. FLOOR SHHEAT•NGs 3/4' COX T40 APA RATED PLYWOOD (46/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG 01. PROVIDE TAG EDGES AT LONG PANEL EDGES. NAILING SHALL DE 10d AT •' oc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPNRAM SHEAR.21503,62■1TIp.( 3. PLYWOOD SHALL BE LAID UY FACE GRAN PERPENDICULAR TO SUPPORTS AND END LLJ Loj LOJ Lp3 UPPER FLOOR SHEAR WALLS IR'.r SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS CITY (F TU'r( " APPROVED MAY 2 4'.00 ray t L J TYP.. SHEARWALL DESIGNATIONS i O N 1 L TRLE JOB NO 0022761 1997 UBC SHEET Si • 1