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HomeMy WebLinkAboutPermit D2000-244 - BRINTON RESIDENCE - NEW SINGLE FAMILY RESIDENCEBRINTON RESIDENCE 13733 41 AV S D2000 -244 City of Tukwila Contractor License No: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit Center Authorized Signature:_ End Time: Public: (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 736060 -0225 Permit No: D2000 -244 Address: 13733 47 AV S Status: ISSUED Suite No: Issued: 09/08 /2000 Location: Expires: 03/07/2001 Category: NSFR Type: DEVPERM ZoTipe: Occupancy: DWELLING Const Type: p Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: N/A Sewer: N/A Wetlands: Slopes: N Streams: OCCUPANT BRINTON RESIDENCE Phone: 13733 41 AV S, TUKWILA, WA 98168 OWNER SEITZ ALFRED & VIRGINIA 13800 PACIFIC HWY S, SEATTLE WA 98168 CONTACT JIM BRINTON Phone: 206 -242 -5700 13007 167 AV NE, REDMOND, WA 98052 i kk*** *k* * *** lock*********** *** k** k* k** k k* k k k*k*****k* rk ***k *ki•kk** **k **kkk k'kk•k•kk•k:1•* Permit Description: i ' CONSTRUCTION OF A NEW 1,513 SOFT SINGLE FAMILY RESIDENCE AND 440 SG FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: LAND ALTERING, STORM DRAINAGE AND EROSION CONTROL. *`k kk•kkkk * *** * * ** *k* *** k**** *k* * *k:1k**k ** * * *k** *k*k* * ***k* * kk* * ** *k** * * * * *** *kkk Construction Valuation: $ 139,261.50 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No Sizetin): .00 ,Flood Control Zone: N Hauling: N Start Time: End Time Land Altering: Y Cut: 70 Fill: 70 Landscape Irrigation: N Moving Oversized Load: N Start Time Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N *k k** **** * * ** k *•k *'k ** * **** k ** * *•k * *'k * * *'k * *k k k* k* *:kk* kk k* kkk'k** k* k *k k* ** k k*** k *k* kk *k•kk TOTAL DEVELOPMENT PERMIT. FEES:. $ 2,155.79 **' k: k******' k**' kk* **•kk ***k****'k ** * * ** * *:k* ** * ** *'k'k* .4 ' Date: N k**************************** e* I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. �� Date: c1-8-c0 Signature:__ Name: J A . S Fl TZtr3 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. �v V O . cow' 0 g:3 W! z F-L 1- 0 W . U O � ;" D i— wuj Hv • z ' UN' 0 2_. ,, o. u.... w,. vw+ n ..+,nurvrx,oaaan�:Irtw �:svaw�tr�r�m.n.�Y..r+aa..+, Address: 13733 41 AV S Suite: Tenant:' Type DEVPERM Parcel #: 736060 -0225 15 CITY OF TUKWILA Permit No: D2.000 -244 Status: ISSUED Applied: 07/26/2000 Issued: 09/08/2000 * •k* * * * * *•k * * * * * ** k * *•k *•k * * *•k * * * * *•k **** k***• k!;*• k*: l• k• k ** * * * *•k * * * * *•k'A•k * *•k * *•k* Permit Conditions: 1. No changes will be made to the plans unless approved by the .Engineer and the Tukwila Building Division. 2. Engineered truss drawings and calculations shall be on site and available to t;a building inspector -`for inspection purposes Documents shall bear the seal and 'signature of a Washington tate° Professional .Engineer ;Any exposed insulations `back ng 'material ,shal l have a.. Flame Spread > Rating of 25 or less, and material shall; bear i';denti -- f ication showing the f ir a per Pormance rating thereof All construction to ; be done !i in conformance with approved plans and requirements of the'Un iform Building Cod'e Edition) as amended, Uniform Mechanical Code (1997 Ed ,t i on); and ,Washington State Energy k:Code. (1997 Edition) . Pluinbi'nq permits shali,'be obtained through the Seattle -Kin County , Department of Public Health..;. Plumbing w i l l : be' insp `cted by that agency ", 'i'ncluding all gas piping (296 -4722) ;: Notify the•City_ of °Tukw;i la ?Bui ld;i;ng Division prior to placing ,any concrete ..This procedure' is. in addition t 46 re'quIrements; for special inspection All ,wood to remain- ,inplaced,concr ete shall be treated woad Va�1.1Ldi ty of Fermi t 1 he', of `a permit or. approval plan, sec::if:icatio'rrs`, a'nd comp itations not be con strue'd to`' <be a permit for, or an of, violation of any of the provisions of the building code. or of any, . otheror dinance of the jurisdict io . No' presuming >- give'authori ty to violate or cancel the pr ov:i;sions of this code 'Shall be valid . Electrical permits shall be obtained throu'g . the,, Washington State Division'of', .Labor and industries and. al l electrical" work wi 11 .be inspected by that .agency. (248- 6630) There shall be no occupancy of the building(s) until ':the final inspection has been completed jby the Tukwila: Building Inspector 1 1 . All mechanical work shall be ' under separate :permit issued by the City of Tukwila. 12`. All permits, inspection `'records,.;; and :,'approved plans shall be available at the job site prior .. to the start of any con - struction. These documents are to be maintained and avail - able until final inspection approval is granted. 13. APPLIANCES, WHICH GENERATE A FLAME, SPARK OR GROWING IGNITION, SHALL BE ELEVATED 18 INCHES ABOVE THE FLOOR, U.M.C. 303.1.3. 14. WATER HEATER SHALL BE ANCHORED TO RESIST EARTHQUAKE, U.P.C. 510.5. Temporary erosion control measures shall be implemented as w' vg CO u,w CU u- w g Q P d ' F-0 ZI- 0 ( 12. 0 H ww O ; w z 0 h" 4 the first order of business to prevent sedimentation off - site or into existing storm drainage facilities . 1C'.. ,The site shall permanent erosion control measures in place as noon as possible after final grading has been completed and prior to the Final Inspection. A.T. Contractor shall notify Public Works Utility Inspector at 20G -433 --0179 of commencement and completion of work at COVERED (MATERIAL MUST BE STOCKPILED ON SITE AT .THE ` BEGINNING�„OF: THIS PERIOD'. INSPECT AND MAINTAIN THIS STABILIZATION ,.WEEYLY., IMMEDIATELY BEFORE, DURING AND IMMEDIATELY'` FOLLOWING:.,STORMS . FR MAY 1 .:- THROU ' AND MAINTAIN TEMPORARY;.,'EROSION `,PREVENTION ANDY ° AT LEAST MONTHLY1 AL L t DISTURBED; . AREAS ,OF ; THE SITE SHALL PERMANENTLY STABILIZED �'f RIO TO 'FINAL CONS APPiOVAL a , . fo r a Hauling 20' from 24 hours in advance. 18. Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii she11 be a minimum of five feet 19. Driveways shall be paved. for ,a minimum distance of the edge of existing „road - pavement 20 Hauling over 50 cy s:hal l” require application . ..fo Permit prior 1:,0 associated activity. 21 FROM OCTOBER 1- APRIL`j, 30, COVER ANY ?SLOPES ,:AND STOCKPILES -:THAT ARE t3H 4 0 OR`' STEEPER,'AND'=HAVE.A . VERTICAL RISE. OF 10{ `FEET OR MORE AND ,. BE. UNWORKED FOR GREATER THAN 12_,H DURING THIS TIME PERIOD, .COVER OR MULCH OTHER DISTURBED AREAS, IF THEY'. WILL BE UNWORKED' MORE THAN, 2 DAYS . . -, '6 U U LD 11J w 0 J . ri a ; O Z t- W ui U O N •,0 F-; w w . H ti. z 0 I— Description of work to be done: BV1 L 5 l tv C, L. E_ S p t �.1 R C-..S■OENSC_E' Type of work: 21 New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence El Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure El Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: xa Sewer Cl Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: s ft. ling sq. ft. Covered Deck(s) sq. ft. Garage /Carport . ft. A ry Structure(s) sq. ft. Uncovered Deck Tax Parcel Number: 13100(cO Oa- - -- U Proposed New Square Footage: 151 sq. ft. Dwelling sq. ft. Covered Deck(s) Phone: O(- ay - -s i od L ID . sq. ft. Garage /Carport sq. ft. Accessory Structure(s) E4 sq. ft. Uncovered Deck Fax #: ?()(0 - 7 c lb1 Floor Area Ratio: (total floor area of all structures divided by the area of the lot) t 19 1 t'JL City tale /Zip: WA j *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling .DEvI✓co Street Address: �p b e o�c 3 (S D- �....F rJ `t , * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Project ame/Tenant: Rou Value of Construction: 11 'a i , Coo •tat•s 1oN 13 5•t' Site Address' .cr' City State /Zip: 13'� t- { /�-v?- S • ► v\cwtLA, WA d8168 Tax Parcel Number: 13100(cO Oa- - -- U Property Owner: JP.E s la-) TO r- -.1 Phone: O(- ay - -s i od Street Address: IAN City State /Zip: k ■I lel �!v N`t RF_O MONO, WA g 80S . a - Fax #: ?()(0 - 7 c lb1 Contractor: F E t- \ .) FA/LE t-'T- 1 t'JL City tale /Zip: WA j Phone: as3 - - gap • jik Fax #: d. - 3 -gsa - ? 1 ( 8 .DEvI✓co Street Address: �p b e o�c 3 (S D- �....F rJ `t , Architect: . C CZ- IaNE rJt51C.,■ Phone: a0G- ) - LH -?Li 80 Street Address: -f 6, ctun_6•Ao Au ( S 1 NZ k S i W ity State /Zip: K. g , 81(vq Fax #: 90 1 :2 - -- ?%.46/ r ()D K, Engineer: ----- s a Pho DS Lig') -b 6©Y Street Address: - # 0..33(4 (wUigltyeSta Zip: r a g- i O t•-)E. 1"'18 - /01 GRis7 a ` Fax #: Contact Pars `n �,rrr1t•n 6 Phone: . ?1) C> - DYa - S`?oo Street Address: + st-tn (7..ED no't%$ity State /Zip: 1 3 00 A U N , - w a Fo rd- Fax #: a y 2 - -�� 2 06 CITY OF TU "LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number : ': •1 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. PPLICANT REQUEST FOR PU BLIC WORKS SITEJCIVIL PLARREVIEW OF THE FOLLOWI ''(AdditJonal:`revlews; b e determined: ay ,t :^ ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: El Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Size(s): 0 Fill cubic yds. 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 app,1tionMed: Datei pplication expires: Ap tl aken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 N Z w CL 2 U (0 J W • O g a = • d w Z = F- O w ~ w U O F- w W LL w U = O~ Z BUILDING :. OWNER. OR. AUTHORIZED AGENT: " Date: ( _ _ 00 Signature: ., d, Print name: ( j A , C.s v �R li vTc ►J Phone; 0Cto -D4D � Fax #: Dcl D4D '7`to/ Address: 13 Dp 7 I (0 ` LS. At Ne, WO CityL�tate /Z: ��eg r , uof\ td'osa 3 ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST ' SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARE[ y A REGISTERED ARCHITECT OR I- ..uFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A ❑ Copy of recorded Legal Description from King County ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide 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. '' - .• . • - - V. 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. • - - -- _ _ - -- - s. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zdning Code). mar o e reen • uwamis - iver if site is located within 200' of the • - • . • • • II. - 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) ❑ Building height ❑ Building cross - section ❑ ( Structural framing plans and details necessary to completely describe construction ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). Xi ❑ 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. J ❑ 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 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 . {MK6f.+Ng.cg tg-mWgam -• . v--.0g gvgg givggvegfggwargalR7FAmqvggrengoggM kq•E4 z w tY J0 0 W= r- w 2 �j = w z �. t-- 0 z I- w w U w o'- wW I t- H II. w z U 0 z r: tc p 0000 Z4 ik :: *:tA44•:Alr: ►::lc 4. ;4:fl *:lAk:1 *k:t * :4h *' * s4 CITY qF TUK !ILA. WA tftalN.il'flT *A* t t* r**'k st**• Aol• A*• A4 t*.l.: 44., k***** sl• k kst$4e*:'sk:4:i :ld:Aat *A**.l74 1.4 * *,t* * *- 1:A *:i:4 TRANSMIT Number. 89800356 .'Amount;; J.., 364.25 098)/00 15:56 } ilY1110.11 1 . Me t;Nhod � Ir }�I CI: }to .; i 1 i oI) til]V R PORA IIO :[nit:: BLN Permit !ulna I)2.000. -24t Type: Dt:VPERM 1)EVELOP/4Ef+ "} PEIi ?ii:'} Partce 1 No: 736060 -i022 Site'`Addi ^essa 13733 41. , AV. S Total ' f er=s:1 2, 1r` 5.79 Th i. 'Pecymein+t 1.:164.2. Total F11.L. Fines ; 2.l.5 .79 (Jai ?nee: .( >0 ***71'� *: 1• k ,%,' c•.• k*k •ks!+gr+k*rs4,l•�I1•sti�Sfr:kfiii ctoA'•kk*•4•*lt•it*:i***;s1***Af•k*:>tv1•*4•A- Acc,tir�t pegtr.iptic�ri (amo'J) t 60013 100 f1UI1.0ING .- . RE.I J. X 000/ 45.830 PLAN CHECI, - U1I1.ITY , ?0 ; 00 0r'O/386.r_-104 f.;1 ATE 13UI1..LING SURCHARGE 4.50 000/342.400 • INSP FE}. - trfiLITy i5.0(> 412/3 :42.400 INSP FEE :•.: STORM DRAIN 1.i „CEO 000/3122.100 LAND AI..TFI2ING PER MIT FjiC : 54..50 000/345.830 LAND AL.TE ft If0 }'LAN CHECK 37.50 Yr, trr,aY y a; PJ• u.w• 51 7780 09/11 9710 TOTAL 963.87 d W 4t 4:. l Y , a „str `'a'ctt+ 1 ota 1 Fees: 2_ ,.013.79 791.51 Total ALL Pm1.si 791`.51 Ilia 1 ance 1,222.25 ******** * * * * * * * * *k•* * * ******* * * * * * * * Account Code : Descr I pt ion Amount PLAN CHECK .. RES 791.54 y y �d �. «, `�'�tti'.`b�.Titr�f,!c y''y CA tir,C ,�.� ° >�� r 'F t ;ii'` - � r`f; l, -•"r t�? %.ei�'+�,'.`;,+'. " � q,'.c , C 1�.'r �rr �.1'r .41 y' "..✓ ''.:T t „n'�, . ,, .{ V' � ri g i. P• i. d ..r � �' o? 'i�° .•�., ' :;1� 4•. �. ° J 1 • r t +k * * * * * * * ** * * * * * * * * * * * ** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** '' CITY; OF i IUIS.WTLA, WA .. .1 RANSii] T ' * * * * * * * * *' *, * * *. * * * * * * *iti * * ** * *** * * * * * * * * * * * * ** * * * * * * ** 1•PANSMITS, Number: 898003 30'Amourit.: 791.54 07/26/00 13:58 Payment; Method: CHECK NOti ti on: BBV CORP ti ' ]: n i 1.: MB Permit No: :.D2000-244 Type: DEVPEf M DEVELOPMENT PERMIT Parcel No :--7.36060-0225 Location: 41 `AV S, LOT 12 ect: r►r7iar) r pe of Ins ectl n: irn / J Address: 13 -r 3 3 iii A - Iled Special instructions: Dd: � c / o! a.m. Regu y t e � r: qu Phone: 2 S3 — 1453 -4 15 INSPECTION NO.' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, W INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -36 COMMENTS: i � tw� IY\Co t, tom,, q (p Y0 Uko Approved per applicable codes. El Corrections required prior to approval. Inspector:�+ .Q/Y Date: 1.4 _O t $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: 0.4 l€� v,uk N...e. r�. xrsc. :v. f•, :, :J� idW� .si;::�l.i.a.:x`3Y±..ta.�.. �uemi4.:3vi.sTi.�Y. ^i• -... A,'fY : ;«� ,ES :o �9kvKltki�... kr.d' -rn.. [e2i �. In � ir,.. for 2 .co w J LL w 0 u. LLI z � P 0, t W la LLI 11 ..z, O N O Z Project: 15 r 1 AA Type of Inspecti it() Address: 15/33 ( 1/ 51- 41/e3 Date called: Y / ia- o Special instructions: Date wanted: a.m. Requester: ✓l II( ,l11 nc ( b Phone: C C €3)(53 - 1, INSPEC o ,N CITY OF TUKW /6300 Southcenter Approved per applicable codes. INSPECTION RECORD Retain a copy with permit BUILDING DIVISION d, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: if* 1-(AAJ G).€►A V/fhlof (A/- Inspector: VJ Date: , r 4 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: W O; � = 1 W; Z j O z W :_ U o H; U. :W W 0 ; • W Z, N ; Z ect Pro 11` I r"h 1VV\ tI ,/� Type of Ins p rol�U : u.)` U Address: �� A-of S Date called: — x - a,► . Special instructions: Date wanted: !! l i — �0'" d l .. Requester: ��{{ �l w gv1 Phone: p proved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. ' Corrections required prior to approval. COMMENTS: St \PGt- Lt I l )G.% r YO v�o� LrG m n c� U jo ty) ti ��z►I of rdv � � bdaro = a rn ►Jr-d Inspector: 'Sag R.ctAi4,-e Date: )1-010— 0 1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: xar - •�• ' e+ ti::: , C:'":.. a. tiresu' �. ti:•: L�i. w.; Sv. ibiszN, a`.." �#,. tl:,' ssr4Jh: uar.: sn. .;. �r�:.. tis: ui: �. �' �.+ �u; �irxr�c:'Lx:�i..:S:'tirw t..,xy.r.fti,4S.W..9: - , , fu. t't;14 4,ttL AHir...;at: INSPECTION RECORD Retain a copy with permit I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 nt,(44/eni 1ts3 tfk M Special instructions: e ioni 80 4 Date called: / Date wanted: 1/ P.m. Requester: .A Airrom4Plo • Ph°n3-/a5 '.3.-1og/S 26 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: \ _SiNc)t.t/ei pprOveA \1/4e.cS leVrt\ Pv c■ vyvt Date: I Inspectcri: ctivtA .irrs $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: Date: rstUratkaUteglato. . We. 4 0+1 , 4 , 44Z`AU. c :14:044Atgialoon ,', . , ::;; d*P+. Project. ��1��s�le, Type of Inspection , 10>1 Address: 1 l 'i1 ke Date called: 1 ) -0 Special instructions: Date wanted: ( a.m. Requester: +l WIG ✓1tl Phone: 153 (6S3 - 6E31,5- Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwil WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval: COMMENTS: VY\ r t t -.S )\c1 tQv\ vS°C r..ta r 114 I, 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: k 4.- 4�c4�vz, i .:�3.1i.a t �wG!+. < <e`,!9•s co d Z 11 4 Ul D C3 l-: w- o ; ui z Projec • .15 r\ -i-0(A Type of InspectiN . rrAWtlrlt�.. Address: 1)'733 )11 A e S Date, called: 1_ - _01 Special instructions: Date wanted: m. 1 — 1 V O p.m. Requester: (W\Gt.V1A () Phone: 253 053- 15 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval: COMMENTS: - t (to r rcty J Tor e ve re u;‘rttcX 'o r Va ..i PJ r'P 1 t p h vPvv 14.1 V\ \)PVrk €tX •1 t1.� ' ecri rr' Inspector P Date: t 0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :.P.V AWA'.732 1111: r Project: ' nom ri Type of Inspection: owni Ad 1? 3 � Qi(/ S- Date call e . I Il vl Special instru ions: Date wanted: I bli -/61 C a. . p.m. Requester: CfmtVkl ) Phone: 2s3 - 6s3 - lv8 /S INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 1•..) S 1,3 - ?, w " 4 M cr549r Yxothr �if1 >n^ or a Ov e. S earwalJ a = 3. Vey\� � a`t e t r t /Pvvi t 4-.e f SONG `$- t,(11 � h � le 0 \1e tr � Ct / yr,0- S °� � Ire S `v vrl \n t rc ( \ 31 tr i 4n c1rI- £oo r c Inspector: Date: - ) I 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: nr 44,#0 • LA'#t M` a'. 4U. tYilii` 5. �71�1�4 'tY6tvid. "u�Hil1N It N U. W o` Vi a ' 2 W uj 0 co OF_, W Id U. 0 Z ud z.. o32] INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188$' (206)431 -3670 - 3eAttri - ovi j d 3 41 Pave S Special instructions: f In Ac LY (M /8 Date called: Date wanted: I AI / p.m. Requesteh VI 00-0 Phone: 2S & G 5 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2T CY py- r1.6 rv� P s ca w4 -e (CA ■o f? \r\4:YA r ‘7,) M 1S -A- -; U 11 4- 1 \rr 1v L' CLA OL 5 ( Trv( oo r r0�1 v.- i 0,A 1C)h \ V\ ' ON � 1 n 6.) (ov ■ u.q_ bU I Date: I Inspector . - � n 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: .4,Ii :144.,, �:z�,ws,.,«aR, ,�n...,oJS.rr.r )'r,.l:di:rd ytis..4-Sn v'euS3FiG+w iea ai radk�"•w„''�;U;ire✓Ft ,X, .d':x`f,{s:C.a �.,: :N. ac.• ?r!a'G. dikJ ..K =a'd4 WW J ( w 0 } : g F— co O ; w ? � 0 ul U 0 o N `, uji - , w Z U N o � INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT (206)431 -3670 Project: tOor m Dh Address: 3) ^ v S Special instructions: Type of Insp ction: +. t Shr to= 1 ,0A> Date called: Date wanted: a.m. Requester: Y%/ G Phone: Corrections required prior to approval. COMMENTS: 5 ?Wv' tftl� n N ✓ i n br&\ w (' uw i jS a r_w■ 0,,%j O,'\ I Inspector: Date: 1� - 00 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: >r'iaW.Mn%tid'jt sr2i,,.i��fe,� -.. rt;dss,u,�rH,;krk N w ( W • 0 g ' rn 3` d ; W , 2 j o O y . 0 w W 1- u. O l . .Z U N; 0 Project: oYInt0Y1 Tye of Inspection: e * ooting dr Address: i3 1 41 5 Ave S called:-' 12 -7 -oo Special instructions: Date wanted: . (2-$ - p .m. Requester: A rma nd o Phone: 253 65 6 g16 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: WO P &L, ` 1,A7 Sbez.i4, 144 p-PAirito 4 1 d 4L0, w� litZPI tlN'so4.dr - oz " le,: 'e'W' (.t/? l d' �O► P! 0.44:- a $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: a Sztablliii. • " uG�'b1w"�6 tMb:sCa G»5.7Rs"tii'F..; ' �wr�? rcQii"v "` 1'3a�.^3 i.?TS +aids .s LSti S , 14A..t :YJ:w'�7Gd'u c., rh!a41+hw'li.)i"r`. Project: Type of Inspection: Addres : 7 --`7/ ° 5 ate called: Special instructions: Date wanted: . / .) --e-t) Pn . Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. 4 required prior to approval. 'COMMENTS: -17-9 � /4 I $47.00 REINSPECT! c FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 w . sas;au'a1..ia:;=+!! *r;�swrd l:l. c! nG t:b'Aa.i�r3GVltriiLd�J: +'.'. ?F 3¢ 'an a t.ra. ✓::i +x,c..:;: W, C.) 8 N 0 ' u) W W 0 g 5' J 7J. Q Co 0 H W Z H O '; Z 1- D O ON 0 H' W WI il Z U k i)r t Z lect: t Y' Stcl>7ao_D_..: Typ of Inspe ion: I at 1 i Y j i f Addr�ess: � 5 Date called: ` _ 11m { Special ono' . wanted: Date n 1 - ( r nuper: ard D P o 3. 5D" 91'' J ii INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Dale /V/ Q) a $4 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i„ 4o. 4x.r:W�i.<Eacuan:rli7:w: +.Gk:�; V 2 r g J' u- < co LU Z 0 ! . 2 Vii 3 Q: = Wj H V; _ I11 0 Z Project., / 7/r �ik ��`-� Type of Ins ection: / /--7,-",- 441.0 l e/iCr ca Address: /373_3 /Tit Date called: Special instructio s: Date wanted: :s / 2O V Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -367 COMMENTS: Corrections required prior to approval. A— / �/i 1L El $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r 4, "++.c.4�. a @•:aa.h.. 'sF, vk'...tYAI� di:la,� ...a�0 y- .i:..� .a.4.r.�l, ,:'v .eAdject: Dor \ r1 Ym �C..S 1CleInC C T e of Inspection: 1 r u Y ` ' '" r C, w 1 S x( CC._ Address: 12-13?- 41 Av S Date called: ti -1`6 - 0o Special instructions: Date wanted: i ) VI ` 00 p.m. uester: Req A ronctr Phone: -- — ccS CQSIc INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Af,66 4,$ 7 j 4 c Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (2 31-3670 Corrections required prior . to approval. 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: fate.r'dt4utL a16, ..”.. ...1.4 ..e...a- .t....L. ,4 r .,� ..1a. 4:;4 ..., 6.1. ilr.''. 4,04.14;t0lrri;.. +.1�r�o-s ti ".n'ww`.i'.wU:dSti:i?r�J�§.t�o. }.a;;',:�� A.,y;V,:.�N:.�. ✓.ut . !:i.oi, :;:r;! Project: 13r�tr'1'�un .. pe of Inspection: 1 L)uncicc-htn (-OA Address: ., ` 5 v . Date called: U Special instructions: Date wanted: a.m. Requester: -- PA- Ct Phone: 2 7g71 )- '1 INSPECTION RECORD Retain a copy . with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -367 Approved per applicable codes. Corrections required prior to approval. l 1 c~-75 7 / 2 $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: ;+} M1.. h.t,r.ty a V ..u, �;4,;•,.¢. �6•.+r•.;.}•.tiL.i84 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY,OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 r B t om ' erfri C�VNI Ad 15 Ales special instructions: T e of Inspe i f . ; 7 1 ate called: .6 1b g loo . .m. 1 Date wanted: Z Requester: nit t ■ & S3 O/- COMMENTS: /f�.€ Receipt No: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins section. Date: t <, (206)431 -3670 Corrections required prior to approval. D . U CO W W . CO LL' W O` 2 u_ Q' _ v 1- W g. ac 2p OH tU W' u.0; l .. z Z Address Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signat NALAPP.FRM uhk':S , V. ;'+i' *W41"if ,X,117 f�k�a' ** - 44:k5 :4 T.Crv1:N7. .: :�r3a t;u.-n,• - , - :. - ,T+r - ••�^'L' rrra 'rxti , +��i ski: City offl1k1441a Fire Department Name < \ \ - TLJKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 13 a■Ls e.S Cl4�� ce. Retain current inspection schedule shift inspection • Approved without correction notice with correction notice issued F)0 T.F.D. Form F.P. 85 '44-1 Z Date John W. Rants, Mayor •Y Thomas P. Keefe, Fire Chief r Permit No. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 cc ! 1t zF— U �. 0 N! 0 =w U. til Z O ~ z TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -8801 SPECIFICATIONS JURISDICTION L►T� oF TuKwit,4 PROJECT: • CRANE DESIGN, INC. Plan No. E-676595 DESIGN LOADING WIND SPEED = 0° mph CITY of RECEIVED EXPOSURE = SNOW = 2S psf PERMIT CENTER SEISMIC ZONE = 3 TYPE OF STRUCTURE = Private Residence DESIGN METHODOLOGY WIND: UBC METHOD 1 (NORMAL FORCE METHOD) SEISMIC: UBC STATIC FORCE PROCEDURE DOCUMENTS UNIFORM BUILDING CODE, 1997 Edition SITE ADDRESS 137,0( W S 1 ca4 Structural Engineering additional requirements or changes to Plans are as shown on sheets Ie through a of these calculations with Notes, Schedules & Details per Drawing No. TSE -1 TSrr -2 156 3 ENGINEER'S SEAL IS FOR LATERAL LOAD DESIGN ONLY. ALL GRAVITY LOAD DESIGN IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. EXCEPTIONS: 6.4. 6p- NEA•vFa S JoB r: 16 BY: X2/ DATE: _/ZQ/ ed r or I / 9,„8 U ow: J CO IL W 0 ; g =1, z�- o ; LIJ 0 0 1 t t ! _ z W CD V. ;! TSE Architecture • Engineering • Planning 12310 N.E. 178th Strut, Suite 101 Woodinville, WA 98072 • (425) 481 -8801 PROJECT. C 4 E PES & s) PC A_ . E 676595 JOB 11: 1693 BY: 05' DATE: F a3 PLR r%) FRun)T IT k RE R2 Amcrosisitl OT .E AIL A►oRLYSIs 1 R '� C i PSW5 CE1‘561 6 SN!rS yw --- fit- �c r I �--- 4 ,4, 43 3 Gaz. 44,RA6E OPftdAi 73E' PROJECT. JOB N: I6 Architecture • Engineering • Planning I ATFRAL ANAI YSIS BY: K R 12810 N.E. 178th Street, Sulte 101 Q Woodinville, WA 98072 • (425) 481 4801 LAT2 97 DATE: Wind Exposure Zone R Snow % Snow DL roof DL floor Levels 80 B 3 5.5 25 0 17 10 2 mph 1.2 Soil Type SD psf % psf psf F Width Length Eave Ht. Rise Gable Ht. Wall Ht. OH left OH rite OH sides 24 40 16.9 6 8.9 1.5 1.5 1.5 ft. ft. ft. ft. ft. ft. ft. ft. ADDITIONAL WIND AREA: TOTAL SHEARWALL LENGTHS: Area left Area rite Area front Area back Lsw left Loc. "X" Lsw "X" Lsw rite 0 20 24 18 14 8 8.5 ft. • ft. ft sq. ft. ft. ft. ft. ft. Gable Ht. 6.4 ft Ada' Pte, Area sta.'s Factor Lsw front Loc."Y" Lsw "Y" Lsw back Over. Ht. 23.3 ft 1.1 7 34.8 Ce 0.62 2.1 17.5 15.5 Ce (roof) 0.67 sq. ft. ft. ft ft ft. p (roof) 11 psf (horiz) RESULTS At (roof) 275 sq ft WIND TRANSVERSE Ce (uw) 0.62 V left V x V rite p (uw) 13.2 psf eave 2570 lbs 0 2570 At (uw) 160 sq ft floor 4056 lbs 0 AECE�;�i8ID42 p (f) 13.2 psf At (f) 352 sq ft SEISMIC TRANSVERSE Vt (we) 5137 lbs eave 1669 lbs Vt (wf) 4646 lbs floor 2296 lbs Al (g) 82 sq ft Al (uw) 96 sq ft v(roof)= 82 plf Al (f) 203 sq ft v(upper)5 107 plf 0 VI (we) 2727 lbs v(lower)= 507 plf 0 VI (wf) 2680 lbs RL 13.416 ft OTM = 193600 ft lbs DLRM = 726800 ft lbs A (roof) 1161 sq ft UPLIFT= 0 lbs DL (roof) 19737 lbs DL (uw) 3200 lbs WIND LONGITUDINAL DL upper 22937 lbs V front V Y V back DL lower 16360 lbs eave 1507 lbs 0 1220 2.5 "Ca "l /R 0.1636 floor 2847 lbs 0 2559 Vt (se)' 3752 lbs Vt (sf)' 2676 lbs SEISMIC LONGITUDINAL E VH 87238 ft. lbs eave 1698 lbs 0 1698 Vt (se) 4674 lbs floor 2261 lbs 0 2261 Vt (sf) 1755 lbs VI (se)' 3543 lbs v(roof)= 42 plf 0 42 VI (sf)' 2234 lbs v(upper)= 243 plf 0 49 E VH 79782 ft. lbs v(lower)= 163 plf 0 185 VI (se) 4337 lbs VI (sf) 1440 lbs DL bldg 60570 lbs pt 1 p I 1.096 ANALYSIS #1 0 � . , � 1669 � 0 'Pi"iv 11` CAN ll�6 82 143 464 V 11.11.98a TTSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -8801 PROJECT: ' LATERAL ANALYSIS LAT2-97 TRANSVERSE SHEARWALL DESIGN LEFT ENDWALL Roof Tributary Width Floor Tributary Width . Min.Element Length 24 ft. 5 ft.(opening) see sht. �p Min.Element Length 8 ft. RITE ENDWALL Roof Tributary Width Floor Tributary Width Min.Element Length 18 ft. 5 ft.(opening) see sht. (p Min.Element Length 4 ft. 2.5 ft. 0.8 ft. Anchor Bolts: 1/2" Dia. 8" o.c. W/ 2 X SILL PLATE 2.5 ft. 0.66 ft. ANALYSIS #1 upper: V' (wind)= 2570 lbs. V' (seis.)= 1669 lbs. v (max) = 135 plf se SW 1 0 lbs. Uplift = V' (wind)= V' (seis.)= ax) _ lower. 4056 lbs. 2296 lbs. 507 plf se SW 4 Uplift = 5232 lbs. Use HTT22 PW upper: loo V' (wind)= 2570 lbs. V' (seis.)= 1669 lbs. v (max) = 198 plf se SW 1 Uplift = 39 lbs. Standard Const. o.k. lower. V' (wind)= 3942 lbs. V' (seis.)= 2296 lbs. ax) = 464 plf Use SW 4 U plift = 5253 lbs. Anchor Bolts: 1/2" Dia. © 8" o.c. se HTT22 WITH 2X SILL PLATE G OCR 101 l A $1 od pii 100 0 0 Too TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.8801 LONGITUDINAL SHEARWALL DESIGN FRONT WALL Roof Tributary Width Floor Tributary Width Min.Element Length 7 ft. Min.Element Length 8.5 ft. 13 ft. 5 ft. This wall is a common wall with See Sheet # for add'I calcs. BACK WALL Roof Tributary Width 13 ft. Floor Tributary Width 7.25 ft. Min.Element Length 34.8 ft. Min.Element Length 2.5 ft. TRIB. WIDTH FOR UPLIFT ONLY Min.Element Length 2.5 ft. PROJECT: LATERAL ANALYSIS T7_97 E S EE BELOW FOR UPLIFT CALC © MAIN LEVEL BACK WALL Roof Tributary Width 13 ft. Floor Tributary Width 7.25 ft. f J E at M PH upper: goo V' (wind)= 1507 lbs. V (seis.)= 1698 lbs. v (max) = 243 plf Use SW 2 Uplift = 992 lbs. USE LSTA36 lower. V (wind)= 2847 lbs. V (seis.)= 2261 lbs. ANALYSIS #1 vw upper. ioo V (wind)= 1220 lbs. V (seis.)= 1698 lbs. v (max) = 49 plf Use SW 1 Uplift = 0 lbs. lower: V' (wind)= 2559 lbs. V (seis.)= 2264 T wIu ., cm(. of p CENTER vW upper: too V' (wind)= 1220 lbs. V' (seis.)= 1698 lbs. lower. V (wind)= 2559 lbs. V (seis.)= 2261 lbs. "'v (maxim 165 plf ' Use SW 1 t J 1 Uplift = 1654 lbs. Anchor Bolts: 1/2" Dia. © 48" o.c. Use STHDIORJ 0 MIME TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -8801 PROJECT: JOB I: IbN3 BY: p f DATE: 9 /i REINFORCEMENT OF OPENINGS IN SHEARWALLS Y2 Y1 X1 V(y) X L WALL: UPPER LEFT WALL ANALYSIS #1 CORNER FORCES : HORIZ. = 84 lbs. BOTTOM = WALL: UPPER RITE WALL ANALYSIS #1 CORNER FORCES : TOP = X2 Vix) V' wall L wall H X1 X2 Y1 Y2 v 24 8 3 16 2.75 1.25 107 RECEI VED..., ft, ft. ft, ft. ft. ft. pg� , oF= TUK' - A r 1i v (x) = 135 plf v (y) = 214 plf ''' 2. ` :' ,'. TOP = 134 lbs. 294 lbs. U 1.5TA 2I FR. 5gA2VOLL REiOFManor wall L wall H X1 X2 Y1 Y2 v 18 8 3.5 9.5 2.75 1.25 143 ft. ft. ft. ft. ft. ft. plf v (x) = 198 plf v (y) = 179 lbs. H �► KJ aG Thu) OK HORIZ. = 193 lbs. BOTTOM = 393 lbs. \1 Sim NZ 286 plf HORIZ. = 451 lbs. PEm Arr CENTER HORIZ. = 523 lbs. USE C STA2 ( Fuit 5FIEA e.turi , QEit4fontem4r1 TTSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -8801 PROJECT: LATERAL ANALYSIS L/4T2 97 Joe 0: //6 ` 13 BY: fn Q) DATE: ✓l ?'S1 C5 7 Wind 80 mph Exposure B 1.1 Zone 3 Soil Type Width Length Eave Ht. 18 40 8.9 ft. ft. ft. ADDITIONAL WIND AREA: . Area left Area rite Area front 0 0 • 38 sq. ft. sq. ft. sq Gable Ht. 6 ft Over. Ht. 14.9 ft Ce 0.82 Ce (roof) 0.62 p (roof) 10.2 psi (horiz) At (roof) 258 sq ft Ce (uw) 0.62 P (uw) 13.2 psi At(uw) 178sgft P (f) 13.2 psf At(f) 0sgft Vt (we) 4981 lbs Vt (wf) 0 lbs Al (g) 58 sq ft Al (uw) 80 sq ft Al(f) 0sgft VI (we) 2419 lbs VI (wf) 0 lbs RL 10.6 ft A (roof) 903 sq ft DL (roof) 15351 lbs DL (uw) 3560 lbs DL upper 18911 lbs DL lower 0 lbs 2.5 *Ca"I /R 0.1636 Vt (se)' 3094 lbs Vt (sf)' 0 lbs E VH 27535 ft. lbs Vt (se) 3094 lbs Vt (sf) 0 lbs VI (se)' 2774 lbs VI (sf)' 0 lbs E VH 24684 ft. lbs VI (se) 2774 lbs VI (sf) 0 lbs DL bldg 32880 lbs pt 1 p 1 R 5.5 SD Snow 25 psi Rise Gable Ht. 6 ft. TOTAL SH Area back Lsw left 38 13 % Snow 0 sq. ft. ft. ft. Addi Plan Area shield Factor Lsw front 2.1 9.75 ft. RESULTS WIND TRANSVERSE V left eave 1533 lbs floor 0 lbs SEISMIC TRANSVERSE eave 1105 lbs floor 0 lbs v(roof)= v(upper)= v(lower)= WIND LONGITUDINAL V front eave 1209 lbs floor 0 lbs SEISMIC LONGITUDINAL eave 991 lbs floor 0 lbs v(roof)= v(upper)= v(lower)= 58 plf 118 plf 0 plf 30 plf 124 plf 0 plf ANALYSIS #2 Wall Ht. OH left OH rite 8.9 1.5 1.5 ft. ft. ft. • RWALL LENGTHS: Loc. "X" Lsw "X" OTM = DLRM = UPLIFT= Re . 4 DL roof DL floor 17 10 psi psi ft. ft. Loc."Y" Lsw "Y" Lsw back 17.5 Vx 0 0 0 0 cm/ o °��n�A 58 0 4 85 0 0 82900 ft lbs t'ER �1T BEN f :r , 295900 ft lbs 0 lbs V Y 0 0 0 0 0 0 0 Levels 1 F OH sides 1.5 ft. Lsw rite 18 V rite 1533 0 1105 0 V back 1209 0 991 0 30 69 0 V 11.11,98b TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suits 101 Woodinville, WA 98072 • (425) 481.6801 TRANSVERSE SHEARWALL DESIGN LEFT ENDWALI Roof Tributary Width 2.5 ft. . Element Length 13 ft. ./ RITE ENDWA Roof Tributary Width 2.5 ft. Element Length 9 ft. i PROJECT. LATERAL ANALYSIS LAT2 -97 il2'd,c.: .4 oCTs ep '/ a1- i '2'dia. 4't Vb JOB #: I '1 BY: DATE: analysis #2 v (max) = 118 plf Use SW 1 Uplift = 194 lbs. , T. fllC. cm . OF t f, moo ce'le 1 pw v (max) = 85 plf ._. ---U SW 1 Uplift = 186 lbs. Gi TQ� eo vg. U, od pw N 0 0 0 0 TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suits 101 Woodinville, WA 98072 • (425) 481.6801 PROJECT: LATERAL ANALYSIS LAT2 -97 JOB #: BY: " y DATE: -j I Z7 ` ft LONGITUDINAL SHEARWALL DESIGN FRONT WALL Roof Tributary Width 8 ft. • Element Length 3 ft. r,0 Ve A. 8O(i3 U BACK WALL 0 Roof Tributary Width ft. ROOF SHEATHING: 1 z_ in. Span Rated Z V 1 ROOF NAILING: 8d © 6 in. o.o. /12 in. o.c. v (max) = 124 pif Use SW 1 Uplift = 786 lbs. --U HPAHD22 U sr LATERAL Re STRq,►Jr PRi \lEL YEft, SHEET# V' (wind)= V' (seis.)= analysis #2 E O .OF 1209 lbs. 991 lbs. 0 pw 0 1 100 This wall is a common wall with The front wall of analysis #1 See Sheet # f for add'I calcs. 0 M 0 AMIN TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.6801 PROJECT: LRP -1 JOBS: 9 BY: t( Q DATE: _V 75 . q ID LATERAL RESTRAINT PANEL (GARAGE FRONT) w L M CIL M2 21 W1 I L ! W2 1 Z(WIND) Z (SEISMIC) w (DL) w (LL) LL (SEISMIC) w (SL) SL memo) 495 379 80 0 0 63 0 lbs. lbs. pif pH % pit % H L W1 W2 8 16 22.5 22.5 ft. ft. in in M cn. 2560 0 2016 4576 ft.lbs. (DL) (LL) (SL) (TOTAL) M1 (TOTALS) M2 /TOTALS) WIND 4359 ft.lbs. WIND 4359 ft.lbs. SEISMIC 3223 ft.lbs. SEISMIC 3223 ft.lbs. CONTINUOUS HEADER DESIGN Afiltdel TyoelSpecie Grede 514,011 Fv (nsll CD (WIND) 1.6 Manuf.Lbr. Co (SEISMIC) 1.33 Timber CD (SNOW) 1.15 Dimen.Lbr. HF #2 935 75 Cr 1 Properties: b d S 3.5 11.25 73.8 in. in in "3 HOLDOWNS: HPAHD22 HEADER: 4 x 12 HF #2 CONTINUOS CH 1 UPLIFT 1 = 266 lbs. UPLIFT 2 = 266 lbs. H � 11.11.1111 C ri Eof CE111,0 ll , pERMI� OEidTER WIND SEISMIC WIND SEISMIC Z1 = 248 190 lbs. Z2 = 248 190 lbs. M1 = 1980 1516 ft.lbs. M2 = 1980 1516 ft.lbs. ft a fb / Fb' fy y ' fv / Fv' D + L + S (UBC 12 -12) 744 1075 0.69 44 86 0.51 D + L + S/2 + W (UBC 12 -14) 709 1496 0.47 43 120 0.36 D + L + S + E/1.4 (UBC 12 -16) 524 1244 0.42 32 100 0.32 psi psi psi psi TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Sups 101 Woodinville, WA 98072 • (425) 481.8601 COMMON WALL ANALYSIS The lower front wall of analysis #1, and the rear wall of analysis #2 are a common wall. . COMBINED SHEAR UPLIFT DL 23Zp F PROJECT: izog. + zsy7 = o +- zarolt= 3242 - 2 32 /F I =C= 261,5 DC= (15,25 x IOp X �S.S 205 3 Za65 - Zas3'" 101/0 • 0 USE 1PAND22. upc /Ff JOB it: b i BY: KR DATE: IJ ' 1J f raisep 8 P3191 • e 5 44 'M L Z 4 , 3oc rs 3 Z ' - . 1 . 'A tJ X$•y cm of TUK�It.A 11 PERMIT CEDER TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -8801 PROJECT: • LATERAL ANALYSIS LAT2-97 JOB it /4 y BY: KR DATE: /17 Z/91 I2 Wind Exposure Zone R Snow % Snow DL roof DL floor Levels 80 B 3 5.5 25 0 17 10 1 mph 12 Soil Type SD psf % psf psf F Import.Factor Wind 1.00 Seismic 1.00 Width Length Eave Ht. Rise Gable Ht. Wall Ht. OH left OH rite OH sides 18 53 8.9 8 8.9 1.5 1.5 1.5 ft. ft. ft. ft. ft. ft. ft. ft. ADDITIONAL WIND AREA: TOTAL SHEARWALL LENGTHS: .Area left Area rite Area front Area back Lsw left Loc. "X" Lsw "X" Lsw rite 0 0 • 38 38 13 11 ft. .. ft. • ft. sq. ft. ft. ft. ft. ft. Gable Ht. 8 ft Add! Pact Area Shield Factor Lsw front Loc."Y" Lsw "Y" Lsw back Over. Ht. 14.9 ft 52 2.1 13.5 29.5 Ce 0.62 Ce (roof) 0.62 sq. ft. ft. ft. ft. ft. p (roof) 10.2 psf (horiz) RESULTS At (roof) 336 sq ft WIND TRANSVERSE Ce (uw) 0.62 V left p (uw) 13.2 psf eave 2013 lbs At (uw) 238 sq ft floor 0 lbs p (f) 13.2 psf At (f) 0 sq ft SEISMIC TRANSVERSE `. Vt (we) 6542 0 Ibs floor 1495 0 Ibs 0 P�AM�1 oEN�E`�4950 AI(g) 58sgft Al (uw) 80 sq ft v(roof)= 77 plf 77 Al (f) 0 sq ft v(upper)= 155 plf 0 183 VI (we) 2820 lbs v(lower)= 0 plf 0 0 VI (wf) 0 Ibs RL 10.6 ft OTM = 108500 ft lbs DLRM = 387500 ft lbs A (roof) 1228 sq ft UPLIFT= 0 lbs DL (roof) 20876 lbs DL (uw) 4717 lbs WIND LONGITUDINAL DL upper 25593 lbs V front V v V back DL lower 0 lbs eave 1410 lbs 0 1410 2.5 *Ca•l /R 0.1636 floor 0 lbs 0 0 Vt (se)' 4187 lbs Vt (sf)' 0 lbs SEISMIC LONGITUDINAL E VH 37264 ft. lbs eave 1313 Ibs 0 1313 Vt (se) 4187 lbs floor 0 Ibs 0 0 Vt (sf) 0 Ibs VI (se)' 3677 lbs v(roof)= 27 plf 0 27 VI (sf)' 0 lbs v(upper)= 104 plf 0 48 E VH 32729 ft. lbs v(lower)= 0 plf 0 0 VI (se) 3677 lbs VI (sf) 0 lbs DL bldg • 43050 lbs pt 1 p1 1 Vx Vrite 0 ECe� v�i�� A 0 2013 0 o r/ of ANALYSIS #.j(PLAN W/ 3RD CAR OPTION) v11.11.98 MIN aeorma TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.8801 TRANSVERSE SHEARWALL DESIGN LEFT ENDWALL Roof Tributary Width 2.5 ft. Element Length 13 ft. PROJECT: JOB #: /4 y 3 LATERAL ANAI YSIR BY: KR! ' Te_e7 DATE: 1 /Z RITE ENDWALL Roof Tributary Width 2.5 ft. Element Length 3 ft. ANALYSIS #3(PLAN W/ 3RD CAR OPTION) Aia CHbtZ Boers C 1r o«. "/Z , 4 I.) Norz g O17.S 3z v (max) = 155 pif Use SW 1 Uplift = 523 lbs. Use HPAHD22 v (max) = 183 pif Use SW 1 Uplift = 1432 lbs. Use HPAHD22 13 cd M Pw 0 to olso w o. „ OF .Toi peRM1 -r Gewr pw 0 T TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481-6601 • LONGITUDINAL SHEARWALL DESIGN ANALYSIS 03(PLAN W/ 3RD CAR OPTION) FRONT WALL, Roof Tributary Width 8 ft. Element Length 3 ft. Element Length 12 ft. PROJECT. LATERAL ANAI YSIR LA297 i; . Y2 4 404at Bars @ACK WALL @` t 01 ••• Roof Tributary Width 12 ft. JOB /67 3 BY: 'fin DATE: Lateral Restraint Panel See Sheet # v (max) = 104 plf Use SW 1 ■ This wall is a common wall wit See Sheet #1 for add' calcs. )10., fi gotTe 1 15 o re- ROOF SHEATHING: 1/2 in. Span Rated NI to with supports © 24" o.c. ROOF NAILING: 8d @ 6 in. o.c. /12 in. o.c. Uplift = 592 lbs. se HPAHD22 1S v (max) = 48 plf Use SW 1 Uplift = 0 lbs. 0 0 c r oF S It " ) J 1 ' A ki pool 0 pw 0 0 M 0 T TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.8801 M1 Z1 W1 Z (WIND) Z (SEISMIC) W (DL) 387 364 214 lbs. lbs. pit H L W1 W2 8 8 22.5 22.5 ft. ft. in. in. MI (TOTALS1 WIND 3489 ft.lbs. SEISMIC 2597 ft.lbs. UPLIFT 1 = 242 lbs. PROJECT. LRrt1 JOB 0: Be BY: KR DATE: LATERAL RESTRAINT PANEL (GARAGE FRONT RITE BAY) hNALA3 L USE HOLDOWN: HPAHD22 HEADER: 4 X 12 DFL #Z M2 WIND SEISMIC WIND SEISMIC Z1 = 194 182 lbs. Z2 = 194 182 lbs. M1 = 1548 1456 ft.lbs. M2 = 1548 1456 ft.lbs. M ca. 1712 0 2400 4112 ft.Ibs. (DL) (LL) (SL) (TOTAL) M2 (TOTALSI WIND 3489 ft.Ibs. SEISMIC 2597 ft.Ibs. UPLIFT 2 = 242 lbs. 15 H v9.11.011 w (LL) LL (SBS•C ) w (SL) SL ( 0 0 300 0 pit 96 pit % R� -A cT ° � pssvo c°15' CONTINUOUS HEADER DESIGN Malciad Narigaagla grild2 FUND Fy Jail CD (WIND) 1.8 Manuf.Lbr. CD (SEISMIC) 1.33 Timber CD (sNOw) 1 .15 Dimen.Lbr. DFL #2 963 95 Cr 1 CH 1 Properties: b d S 3.5 11.25 73.8 in. in in "3 fb Fb' fb / Fb' fv Fv' fv / Fv' D + L + S (UBC 12 -12) 669 1107 0.60 78 109 0.72 D + L + S/2 + W (UBC 12 -14) 567 1540 0.37 70 152 0.46 D + L + S + E/1.4 (UBC 12 -18) 422 1280 0.33 46 126 0.37 psi psi psi psi r TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suits 101 Woodinville, WA 98072 • (425) 481.8801 LATERAL RESTRAINT PANEL (GARAGE FRONT LEFT BAY) A AA (. 3 w H 8 ft. Z (WIND) Z (SEISMIC) 387 364 lbs. Ibs. L W1 W2 16 22.5 22.5 ft. in. in. WIND SEISMIC Z1 = 194 182 Ibs. M1 = 1548 1458 ft.lbs. LRP 1 M1 Z1 W1 I L W (DL) w (LL) LL (sEISMIc) 80 0 0 plf M1 (TOTALS1 WIND 3927 ft.lbs. SEISMIC 3163 ft.lbs. PROJECT: M CA. 2560 (DL) CONTINUOUS HEADER DESIGN miggyd TaggRera Grade Fb (DSi) Manuf.Lbr. Timber Dimen.Lbr. DFL #2 963 Properties: b d S 3.5 11.25 73.8 in. in inA3 fit Fb' fb / Fb' D + L + S (UBC 12 -12) 744 1107 0.67 D + L + S/2 + W (UBC 12 -14) 638 1540 0.41 D + L + S + E/1.4 (UBC 12-16) 514 1280 0.40 psi psi UPLIFT 1 = 441 Ibs. USE HOLDOWN: HPAHD22 Ata JOB 0: BY: KR 111 DATE: Z � M2 w (SL) SL (SEISMIC) 63 0 plf 96 Z2 = M2 = WIND SEISMIC 194 182 Ibs. 1548 1456 ft.lbs. 0 2018 4578 ft.Ibs. (LL) (SL) (TOTAL) Z2 W2 va.11.w c o f 1U W11A M2 (TOTALS1 WIND 3927 ft.lbs. SEISMIC 3183 ft.Ibs. 95 44 41 31 psi UPLIFT 2 = HEADER: 4 X 12 DFL#2 CD (WIND) CD (SEISMIC) CD (SNOW) Cr CH H ?ssvig c"' 1.8 1.33 1.15 1 1 fv / Fv' 109 0.40 152 0.27 128 0.25 psi 441 lbs. 4... TSE Architecture • Engineering • Planning 12810 N.E. 178th Strut, Suits 101 Woodinvigs, WA 98072 • (425) 4814801 COMMON WALL ANALYSIS The lower front wall of analysis #1, and the rear wall of analysis #2 are a common wall. • COMBINED SHEAR . • )3i3 . {- zzto1 357`( • U)Ia0 UPLIF 213 p(F 91. towropes NZ57 11.5' - g -9' PROJECT: + Z3'7 = 1-/27 "7 - r -c= 2161 PL. �IS,ZS� o x `,5) Zv53 0 • o USE I4PAHD22 JOB 0: BY: fir r DATE Z5 't tZL L"5 o 0 REGE e A crTi .oF 15ERVA1T C6NE1 USE SHEA4 WALL Z knolot lur; @ (s,5 0 x8.9 2l1✓ 3 # zo = 113 • il Q 'i$ dro, 131i ' (Iv) ‘ V / Mack GAM- LIIi �• p ,\.Ale. • MD =Mb anin rc `i1 IA I :;r1 - s _ iii.. . 7. 42caraute :11 .€.* MT Ln i .. ., .. C .4L W/mrca. W A . . • 11•1= MIM i v z * /14 a `1 C d tc" MIMIMI MD MO 4 Made gaff Ltt.ut l I!I• 0>• ta• 1 t t -t RH022. ALE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of an/ adopted code or ordinance. f ;acoipt of rcn- traC tors copy of ;= pprov ;ed ackr.:Aleerri t F OUr3bP r ro tJ "PLPr n) AMIN — TSE ARCHITECTURE ENGINEERING PLANNING 12310 N.E. 173" ST. • Suite 101 Woodinville. WA 90072 -0702 (4251431 -6601 • FAX: 431-6371 kISO o ' HOLOOWN PER SCHEDULE SW- - SHEARWALL PER =CUE ANCHOR 8bt r ER' scHEDut,E STRUCTURAL . OET $LS : PER SHEET TSE -1 1 i SE - 66 =J OV APPROED s Ep -7 2004 PERM�� c�N��P • u j a rn 3 Z p` o M 0 0 N+ 0 W WI V; IL 0 l" CO 1. Z �r. f. i+ P V'?uV *1'24,it!i • iI • M- ) t) FLbo1 ?LA-0 TSE ARCHITECTURE ENGINEERING PLANNING 12810 N.E. 178 ST. •Sole 101 Woodinvlle, WA 98071 -8702 N25) 481 -6601 • M C:481 -637' JOB : /493 S': , OATF ► 19_ d rf Or i • • • AacNa1, geLS5 a ( e 1" cij r o _ — —..... .... — - -- "3 .0__.c.1 .- .M=D 4 M1••■• eMb NM A rill.-- IJL It. tap seisul3.i ..,� Gte'' LtNl . • t • II et. a. (DIP101.) QC Foust no►J ?LAO Fo ► 3 C`�:� GFFR E or'T10o AMM AMMO rs ARCHITECTIJF ENGINEERING PLANNING 12810 N.E. 178 ST. • SWa Woodinville. WA 98072 -E 1425) 481 -6601 • FAX: 481- J099: /143 1: , 0219 :I tit] .1 .utuu G:b ' 1'fiill Nr:L.d.a. iaSFi:++.auac(wk +>`5. +;1ua` lid I ~ w' v W W LL w o 2 J, u. Qi ui z �( O - ` - o W w ', YZ Vi o z t e AMIN - rs ARCHITECru, ENGINEERING PLANNING 12810 N.E. 178" ST. • Su. Woodinville. WA 9e072- (4251481 -6601 • at 481 4 " : 1193 SHEET,: z QATF. 1 ( 1.2 - Milt LOo 3Rp C4/1- & 4 Uf; JOAJ AMIN N1iA +nM Yhtr� #t.4:.it1yr,. - w,4+� =7 W 2 qq J LL = t CO _ ° H W p Z z O 1 U 0 F- ww 111 Z: , 0 Z • ". " ' ' ' • FLoor FRAM11,1c7 1 . A RCHITECTUR1 ENGINEERING PLANNING NL 178 A. •Stite Woodinville, WA 211072-117( 029 4111-6601 • CA10 4111-1: • 9 id.a.a...3f 1 + A SkS6t‘Vid4N\ uji •9 csvi • Swl TSE ARCHITECTURE ENGINEERING PLANNING 12810 N.E. 178" ST. • Su1e 101 Woodinville. WA 98072 -8702 N29 481 -6601 •FAX: 481 -6371 SHEET': Z MAW. l)Z U_PE& FLoo1Z FRAMInly O ....( >.t Walii a , 1ab ;;∎4∎ ..)l..va Y r�+e2..a .. wldxa 4 1: " <4.�i:l .,.�,t. LY ��...aikln F, e�.Y Aft R Pt./0j A Nc•..Si4ki. 3 7 1:,;n - n4:�s`. Arad YxrZ 1)= 1.4%2_ ROOF SHEATHING TO BE 1/2" MIN. SPAN RATED (M/ WITH 8d COMMON NAILS SPACED 6" c/c AT PANEL EDGES AND 12" c/c IN FIELD. USE A SIMPSON "H1" ANCHOR AT EVERY OTHER TRUSS OR RAFTER osN RCN TSE ARCHITECTURE ENGINEERING PLANNING 12810 N.E. 178 SL •Sute 10' Woodimee. WA 98072 -8702 429 481 -6801 • FAIL 481 -637 408,: 103 DAIL: `ix IZ DF4412 3 - CAR 64/246-6 OPT /ant Ltwl. +�.r.fawr•JJ 8V,4- �,�R��11.. wr�rtsA, . #stviWM� dai'dYn`W � eL,i.. y o»,,eGiya. Nu•.d: .. 10;:r+ Ew ; r." 1a1 ,.pit.+.�rwr:;:iNrk�unaa�;'is :S ri.r.,r, {.•irv..l.a �1. +'aSl .1�.,Y,�.. �w 2 v $ ' WO 2 u ' Z p, 0 Z uj 0 O N ` O F— tu O . Z' w 0 Z M 1.0 General. M 1.1 Where Required. All roofs, paved areas, yards, courts, and courtyards shall be drained into a separate storm sewer system, or into a combined sewer system where a separate storm sewer system is not available, or to some other place of disposal satisfactory to the Administrative Authority.' In the case of one - and two - family dwellings, storm water may be discharged on flat areas such as streets or lawns so long as the storm water shall flow away from the building and away from adjoining property, and shall not create a nuisance. M 1.2 Storm Water Drainage to Sanitary Sewer Prohibited. Storm water shall not be drained into sewers intended for sanitary drainage only. M 1.3 Material Uses. Rainwater piping placed within the interior of a building or run within a vent or shaft shall be of cast iron, galvanized steel, wrought iron, brass, copper, lead, Schedule 40 ABS DWV, Schedule 40 PVC DWV, or other approved materials, and changes in direction shall conform to the requirements of Section 706.0. M 1.4 Expansion Joints Required. Expansion joints or sleeves shall be provided where warranted by temperature variations or . h sisal conditions. M ' .5 Subsoil Drains M 1.5.1 Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, or crawl spaces or floors below grade. Such subsoil drains may be positioned inside or outside of the footing, shall be of perforated, or open jointed approved drain tile or pipe not less than three (3) inches (76 mm) in diameter, and shall be laid in gravel, slag, crushed rock, approved three - quarter (3/4) inch (19.1 mm) crushed recycled glass aggregate, or other approved porous material with a minimum of four (4) inches (102 mm) surrounding the pipe on all sides. Filter media shall be provided for exterior subsoil piping. M 1.5.2 Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to a storm drain or an approved water course. M 1.5.3 Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at least fifteen (15) inches Effective 7/01/98 1.TbTM..WNV >.R.l.!11 Appendix M Storm Drainage Washington State Amendments (381 mm) in diameter, eighteen (18) inches (457 mm) in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge point, and the capacity of the pump shall not be less than fifteen (15) gpm (1.0 L /s). The discharge piping from the sump pump shall be a minimum of one and one- half (1 -1/2) inches (38 mm) in diameter and have a union to make the pump accessible for servicing. M 1.5.4 For separate dwellings not serving continuously flowing springs or groundwater, the sump discharge pipe may discharge onto a concrete splash block with a minimum length of twenty -four (24) inches (610 mm). This pipe shall be within four (4) inches (102 mm) of the splash block and positioned to direct the flow parallel to the recessed line of the splash block. M 1.5.5 Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater valve in the drain line so located as to be accessible for inspection and maintenance. M 1.5.6 Nothing in Section M 1.5 shall prevent drains that serve either subsoil drains or areaways of a detached building from discharging to a properly graded open area, provided that: (1) They do not serve continuously flowing springs or groundwater; (2) The point of discharge is at least ten (10) feet (3048 mm) from any property line; and (3) It is impracticable to discharge such drains to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley. M 1.6 Building Subdrains. Building subdrains located below the public sewer level shall discharge into a sump or receiving tank, the contents of which shall be automatically lifted and discharged into the drainage system as required for building sumps. M 1.7 Areaway Drains. All open subsurface space adjacent to a building, serving as an entrance to the basement or cellar of a building, shall be provided with a drain or drains. Such areaway drains shall be two (2) inches (51 mm) minimum diameter for areaways not exceeding one hundred (100) square feet (9.3 m in area, and shall be discharged in the manner provided for subsoil drains not serving continuously flowing springs or ground water (see Section M 1.5.2). Areaways in excess of one hundred (100) square feet (9.3 m . shall not drain into subsoil. Areaway drains for areaways exceeding one hundred (100) square feet (9.3 m shall be sized according to Table M -2. D000-ayu 330A RICH. T.�MI )..9 Or. WN Mi? R'. z M fM: n* P!'". k .!C /MuffYNM.. Mtl?P.3r7F$NNWA.ktI1144 911PMm"M471.f6k4:f• ANTE *etoosta∎m olut... . - ....u... ta I<r azan& ASSOCIATES, INC. February 23, 2001 Mr. Russ Yates ON FIBER 10201 Bubb Road Cupertino, CA 95014 • GIiOTECIINICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION RE: Compressive Strength Test Results On Fiber 3511 S. 120 Place Tukwila, Washington Dear Mr. Yates, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. ank :'rs ms Project Manager Pacific Northwest Division WBT /pc Enclosures cc: CITY OF TUKWILA Offices Serving The Western United States 25418 74th Avenue South • Kent, Washington 98032 • (253) 854 -1330 • Fax: (253) 854 -1757 Project No. 066 -01005 Permit No. 00- 344 >" RECEIVED MAR 0 5 2001 COMMUNITY DEVELOPMENT Utkumcm3 { K►' za r & Associates, Inc. Project No. 066 -01005 Weather Partly cloudy Project On Fiber Location 3511 S. 120th PI. Client On Fiber Field Data Supplier Cadman Concrete X Prisms Inspector Matt Lenn Laboratory Data Cyl. Code 010136 -1 010136 -2 010136 -3 010136 -4 010136 -5 010136 -6 010136 -7 010136 -8 Test Date 1/30/01 Remarks Results Reviewed B Codes for Break Types: Mortar Grouted Time Truck # Ticket # 8:25 263 191396 Field Cure Age 7 2/20/01 28 2/20/01 28 Cyl. Code 010136 Pour Date Jurisdiction City of Tukwila Ungrouted Placement Area Footings SlablDeck Walls Slab X Grids Generator pad. Columns Pilings Grade Beams Other Remarks Concrete placed by chute system and consolidated by HF vibration. Resteel and materials are per approved plans and specs. Dim 4x8 4x8 4x8 1. Cone Conc. Air Temp. Temp. Unit % Air Slump (F) (F) Wt. -- 4.25" 65 41 Reviewed By Wt. Area Lbs. 12.47 12.51 12.51 X Grout 1501 - 15th Street NW Suite 106 , Auburn, WA 98002 (253) 939 -2500 Site Mix Plant No. 54 Flex Beams Other Design Strength 4000 2. Cone & Split Max. Load 52000 74000 74000 Comp. Str. (psi) 4,170 5,920 5,920 3. Cone & Shear 1/23/2001 Report No. 5620 Permit No. 00 -344 Engineer Architect Contractor Foushee' Date Reviewed d -d6 c j Reported Batch Data Cement Ty I -1 Design X Mix No. 581020 Cem. lbs. 541 F. Ash lbs. C. agg. lbs. C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water Admixture Other AIr Ent. (oslcwt) 4oz. 7 Water Added on Job (gals.) 4. Shear Actual 930 3/8" 1000 3/4" 1351 270 .50 NC534 MIMS 0 Items Inspected X Conforming Non - Conforming Date Specimens Rec'd. 1/24/2001 Tested Break Set # By Type I WV 1 I WV 3 I WV 3 Test Method ASTM C39 C -1231 X Other Compressive X Flexural Test Results X ; Conforming Non - Conforming 5. Columnar (Split) K -Vawe .175 F Appros. ekww WMes Settkl kwin M--' -- ylie per Mee) Maw= 4 per ION IV Mir Mu1id w l�R. 1/ 3.0 2.9 87.9 11.4 0.40 13 3.5 3.4 74.4 13.4 0.47 19 5.2 5,0 50.9 19.8 0.09 24 6.5 6.3 40.3 24.8 0.87 30 8.1 7.9 32.2 31.0 1:09 32 8.7 8.4 30.2 33.1 1.18 38 10.3 10.0 25.5 39.3 1.38 40 44 10.8 10.5 - 24.2 414 1..45' 11.9 11.6 22.0 45.5 1 1:59 50 13.6 13.2 19.3 51.7 1:81 • • IR Valoe bitaflkd bathes Nn. Tap Sq. It • • Valls )9 li....-- _ N THIS Arm HAS BEEN INSULATED To Salt Lake Cky, U1ah R BY A PROFESSIONAL INSULATION CONTRACTOR the insulation in this attic was installed by a qualified profes- lional contractor to the R -Value stated above. Redi -Safe Dry it..,hzed Insulation is made from natural recycled fibers that )ffer superior sound and thermal insulation. You can add tdditional insulation to this attic by contacting the licensed .ontractor listed below. tr m to Minimum PA Recycled Raper (USTC) EVALUATION SERVI REPORT NUMBER ER -5341 . Z .L' A,. m Applicator's Sigsatore Cotspary Builder's 8yoatiwe C Nacre Dime oy C /3 7 3 3 4 At4be i Nl. 30 eaagidiertArms :his testifies that Redi -Then Insulation has been installed with the c- O rrer's recommendations at the stated R Value and the installation complies N ile applicable codes, standards and iegulaiicns. s0 F3 F C IE R IED k1•�� 4 APR 2 0 2001 E UILDINC DEPARTMENT KO9MVA! .1M1..FM+MaATANTT: fit: PI,g 03. 1V rM Y RMr+ 9*," 4 ,?, 1V07 C1 1. 7pN '?PMNPM r re + +, CLASS 1 • COMMERCIAL GRADE CELLULOSE ELIMINATES STATIC. REDUCES GUITARS MUST BE USED 1MTH THE REDMSAFE GREEN H0 En Manufactured by Redi- . Issedation, Inc. Sah Lake City, UT COVERAGE TABLE CLASS 1 BUILDING MATERIAL Note: This insulation is designed to be installed with the Rak Thes'm's Greai Hose,,. for optimum Performance. Redi -Safe Dry Stabi ed,,, is a cotmmer- cial-gradc-insulation- intended - farprofemional - imstaAdiss aeljr. - 1113 - c barbs - - -- dcsigned for estimating purposes and the coverage can vary if the ila ufao- turcr's recommended method of application is not followed. Iii linstaTod inches may be more than the chart. Regardless oldie initially installed inches, the staled R - value is .achieved by installing the respired number of bags. Failure to install at least the minimum thickness anti die requited number of hags may resitlt in a tower installed R Value. 'Dry Stabilized and 'Green }-lose' are trademarks of Redi•Therm Insulation Inc. ' retaK? rrnr'aS.rVSsaMP9170 Z I- Z L oo co J 1- Q LL w o LL S/- t-w Z 1._ i- Z w o co 0 1- w ll l Z = 0 ~' z 01/09/2001 15:14 2062440236 January. 0, 2001 Attention: Jim Briton CRANE DESIGN The following things should of been removed frbm the plan when engineering was transferred, and are not necessary to be on the plans. On page 4 of 7 of E070595 • - the miter and strap note on the back'rear comer of the house -the MSTA36 note on the front Left portion of the house If you have.any questions, feel free. and give us a call. 'Thanks, • Tony Soper ti PAGE 01 crrY OF 'RAMA JAN 1 2 . 2001 PERMIT CENTER • • Residential Designers rQ. Ptanegre 14975 Interurban A %v. 5. ' Suite #9758 Tukwila, WA'98168 (206) 244.2480 Fax: (206) 244.0286. NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. 3 At. fi,JE Ymh'L loci) if 2 )(5°- .50 /5 2 �¢ x5° l 2= x 3G 7 z 2�xs= W � 3 ° ° -xsr � 5' 2 ¢�xl� / 3 4f. X 3 °- f % 1 4 -` x 3 e 20 1. ¢ =x'¢� 2 2 ¢ -xS° ? go / $ -xse 25 / - - - - . ...• ........... S -x . r. _ - ■ ■ CITY OF T! IKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH ACTIVITY #: D2zxc 24 SEP - 7 2000 i (EI) 1. HEAT SOURCE: G AS (gas, oil, propane, heat pump, electric) BUILDING DIVISION 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage wil option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE ,, rpe whi ch option to choose. Mark PILE COPY TOTAL GLAZING AREA 358 ENRGYCOD.DOC 2/13/97 S.F. - TOTAL CONDITIONED FLOOR AREA (add entire column) S.F. x 100 = PROPOSED GLAZING PERCENTAGE H -15 The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. CITY OF TUKWILA APPROVED C4 2 1 c.) g, co (1) w uI 0 -J u- a d , Z ' H 0 ' z I- ;off' W uJ =O Z I ii O ~; Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM //Qpp BATHROOM FAN 50 CFM , O • BATHROOM FAN 50 CFM 11 070 '' BATHROOM FAN 50 CFM 11 670 •' LAUNDRY FAN 50 CFM If 670 ., ❑ WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) AZ 100 CFM (4 BEDROOMS) ❑ *Whole house fan also serves as a kitchen or bath spot fan: 0 YES Xf NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. ❑ Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed/labeled O Whole house fan wiring O Whole house fan shall Sone rating (< 1.5 if ceiling) "for Continuous use." for control routed to central location. . run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ® Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: ® YES 0 NO ® If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace retum plenum. ❑ Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): O Each bedroom: Tested, screened, controllable, through -wall port ( > 4 sq. in.) to the exterior. 0 Overall living area: One wall port as specified for bedrooms. OR: ® Central forced air furnace which delivers outside makeup air through the ducting system. ENRGYCOD.DOC 2/13/97 CITY OF T "KWILA Permit. Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. z fy W co L N _ cn ~ I O gas u . d ' W Fr O Z U • � = V " — O w z . = , z HVAC AFU Gtazin max: 9. 9bof floor Doors value (R • Ceilings; t > �;wfth atti vaulted Walls: '4 above .grade below grade Interior ENRGYCOD.DOC 2/13/97 CHAP) 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. ; Slab on grade . HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPT I O • -ir • OPT II O OPT III O OPT IV • OPT V 0 , ?•74 21 %0 0.40 OPT VI* OPT VII* 0 0 ' two stories ' The " >" symbol means more than or equal to; " <" means less than or equal to. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: Tfrox4 Ni +1Yt4iYtrA3ri?Y7tR�M'AK474 d;Fp7R4i7w}? +Yc�.wrrrnw.��.., z i U � w w O 2 g-J d . w . F- z F- 2 U 0 0 F- 1- IL w w' O IJ I= _ . O ~ ` z July 27, 2000 Jim Brinton 13007 — 167th Avenue NE Redmond, WA 98052 RE: Letter of Incomplete Application #1 Development Permit Application Number D2000 -244 Brinton House 137XX — 41st Avenue S Dear Mr. Brinton: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 26, 2000 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Public Works Department: Jill Mosqueda, Development Engineer, at (206) 433 -0179, if you have any questions regarding the following: 1. Provide topography (see attached packet). 2. Provide volumes of cut and fill (see attached packet. 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. 1 have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sin erely, Brenda Holt Permit Coordinator encl File: Permit File No. D2000 -244 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 9 uf uJ O; Ji u. N 3 H Z G O. w w 2 U 0 W tu • W Z O i ; August 15, 2000 Jim Brinton 13007 — 167th Avenue NE Redmond, WA 98052 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -244 Brinton Residence 13733 — 41st Avenue S Dear Mr. Brinton: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Brenda Holt Permit Coordinator encl xc: File No. D2000 -244 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D2000 -244 PROJECT NAME: BRINTON HOUSE SITE ADDRESS: 137xx 41 AV S XX Original Plan Submittal DATE: 7-26-2000 Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division rA Public W9rks 191M �ri e..( 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ri Comments: TUES /THURS ' OUTING: Please Route REVIEWER'S INITIALS: Approved Approved n n REVIEWER'S INITIALS: REVIEWER'S INITIALS: VIMOUILDOC srr� PLAN WEVIEVIT / &pUTING SLIP Fire /IP 64-co Pr ig Structural ri Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) ti40\ea) DATE: Planning Division Permit Coordinator DUE DATE: 7 -27 -2000 Not Applicable ri n No further Review Required Approved with Conditions n Not Approved (attach comments) DUE DATE 8 -24 -2000 DATE: CORRECTION DETERMINATION: DUE DATE Approved with Conditions n Not Approved (attach comments) DATE: ACTIVITY NUMBER: D2000 -244 DATE:. 8 -25 -2000 PROJECT NAME: BRINTON RESIDENCE SITE ADDRESS: 13733 41s AVE S Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division C Pub i Works Lt'}i 4110 ... DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: Comments: Approved \PRROUTE.DOC 5/99 APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Fire Prevention Structural Incomplete Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Approved with Conditions REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP U n Planning Division Permit Coordinator • DUE DATE: 8 -29 -2000 Not Applicable n No further Review Required DATE: DUE DATE: 9 -26 -2000 DUE DATE Not Approved (attach comments) n DATE: n PERMIT NO.: D .Z000 - 2. 1 "1"1 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection 00050 WSEC Residential Er 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile 1 Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel Br 00095 Footing Drains p 00100 Foundation Footings GI/ 00200 Foundation Walls ❑ 00250 Foundation Insulation 00300 Concrete Slab /Slab Insulation 3' 00350 Crawl Space [. "00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing Q 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney [3'00610 Chimney Installation /AII Types [r 00700 Framing Er 00750 Roof /Ceiling Insulation Er 00800 Floor Insulation 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation [r 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling Er 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire Ur 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 ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special-Smoke Control System -v (4461&-e 1;20-d xf" / / TENANT NAME: cDrl K � ' 463 V se CONDITIONS L7 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 ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment [ 0015 Engineered truss drawings & calcs shall be on site (3' 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof "0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." [3'0002 Plumbing perrnits shall be obtained through King Co ID 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 [v7' 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 2 ❑ 026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 028 Rack storage requires separate permit [� 000 Electrical permits obtained through L & I a 0030 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 A C of 0 will be required for this permit ❑ 0039 Final approval for all 1'I w /in the limits of the SC Mall ( 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces [Y0005 All permits, insp records & approved plans available p 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 lei "Appliances, which generate...." [3 "Water heater shall be anchored...." ❑ "Reroot' Plan Reviewer: Permit Tech: 3f31 Date: CJ S -1 F..1 i tO -ZOC) Date: Q - 100 Z 0 O to W ', CO IL g ' ? d < Z 0 2 0 . 0=' 0 H W W '' u O ` Z LL J V � Z DEPARTMENTS: uilding B Division II $ -lo -&) Public Works «111/1 dP.N.it s -0o Complete TUES /THURS ROUTI Please Route REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Ahou- PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -244 DATE: 8 -3 -2000 PROJECT NAME: BRINTON HOUSE SITE ADDRESS: 13733 41 AVE S Original Plan Submittal XX Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Is Issued Fire Prevention AY 1-10 -a Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Covre c i lYl f ;ty ' I IM tiA CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: r n No further Review Required Planning Div ision Permit Coordinator • ■ DUE DATE: 8-8 -2000 Not Applicable n DUE DATE: 9-5-00 DATE: DUE DATE Not Approved (attach comments) DATE: "', 4 � . ` `'FA'J.x�� 7J-` { 'P r 9 ,� f4 ue r' w ". 1iI ', c k`j. {� - 4 0 } � � S' 'Q S 7 ' ,' + 7 1 � } t ` ■ �'pY � 1�iJ�il��Jl' �'{SK'Y {ELM �(%Fh�a�@Sp X94 H 40 ri.YC�.J 'C�' 5 719� i3iF 'aE f f" f k Y Fan , + al 4i5 +� Y� = 'k ' �' r `` �' F +� t p 4 ';!�4`�'� { `y'� +� i F�PV � * �?`vorl �(.ir17h`�., �dtNimi d t1.. 5P�. � F { � A i�y 4 I City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: e-oo • Response to Incomplete Letter # 1 E Response to Correction Letter # • Revision # after Permit is Issued Plan Check/Permit Number: D2000 -244 Project Name: BRINTON HOUSE Project Address: 137XX — 41 Avenue S Contact Person: Jim Brinton /40- IAdc7a Phone Number: o Summary of Revision: 1 ,e -4 /Pity /.141-1/e i- (404 TO 774' 5/ n Tk/E 5/ /s LAvr. • A- Gvr i /,7 T'w Yore" e (),J 5F,L77/ 1. Sheet Number(s): "Cloud" or highlight all areas of revision including date of reviisio Received at the City of Tukwila Permit Center by: Entered in Sierra on Ev 3-O V CITY OF TIUKWILA AUG - 3 2000 PERMIT CENTER 07/27/00 Date: de/a510 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 D Revision # after Permit is Issued 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: D2000 -244 Project Name: BRINTON RESIDENCE Project Address: 13733 — 41 Avenue S Contact Person: Jim Brinton Phone Number: Summary of Revision: i) A-v17,7eoN A,c w �°�t/ a ►`e /A/6 2« -r2/7s //- v� � - ens .�nm , W4r& u&A-s ccrJ772, lK- IPeazw OUS 5JIGFA-C&"` EKG (c A02&72 1--/A /G STLIF� /5F/�O 4-/v0 �J/'/24 -1 pg4 /444-! //4l/g / — ) ,4p12 12 ��-95, A .O1 W7 L,74.) - Kt( IVEU CITY OF TUKWILA Sheet Number(s): / 4 lA Go& AUV/72U'u) "Cloud" or highlight all areas of revision including ?Th.( of revision (_ Received at the City of Tukwila Permit Center by: l 9 frn. 0 O Entered in Sierra on rJ — S 'OD AUG 2 5 2000 PERMIT CENTER 08/15/00 • a • a : o .e completed by applicant) Site Address (Attach mp and Legal Description showing hydrant location and size of main): I. e I (off VA c.ntN - r - (- Y No r■riA or:: I 3 9 i ' AN t. S . -1 (L/ , Cu4 Ownerinformation.. <Agent/Contact'Persone Name: _N A. v S T3 S(_, r,,-t -o NJ Name: - 13 L \ N TO N3 Address: l3corl 1 b-1 -cy osiki t N £ tz- egvs�7- Address: \3£)oo Tv�w «.a I MA, (30)D Phone: 2.0 (o - D `{ D - S 7 00 Phone: g b to - 0 Li - D-- SF? 00 This certificate is for the purposes of: '�4 Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building ermit ❑ Rezone RECEIVED 9 ❑ Other CITY OF TUKWILA Estimated number of service connections and meter size(s): Vehicular distance from nearest hydrant to the closest point of structure i 00 ft. ImmiArr CGAITCi' Area is served by (Water utility district): Owner /Agent Signature: Date: PROJECT #: WTRAVAIL.DOC 6/5/96 CITY OF UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-lla Certificate of Water Availability (Required only if outside City of Tukwila water utility district) PART B: (To be completed by water utility district) The proposed project is located within f dc..wr 4, (City /County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of / 2_ gpm at 20 psi residual for a duration of 2 hours at a velocity of ) fps as documented by the attached calculations. I hereby certify that the above information is true and correct. 1l ,Cc... i) CS - 7 41 ( • Agency /Phone —0 a Date Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date z 5 0 co 0 w� CO u„. WO u..Q _° W Z� HO Z H uj w 2 o O to w w. z U ' ~ O ail U = OH z Part A: (To Be Completed by Applicant) Purpose of Certificate: RECEIVED CITY OF TUKWILA ti Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: PERMIT CENTER ig Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: p A E S B cL t NI I Phone: a-O Co - . - - S ' - 1 OD Property Address or Approximate Location: s r �Ti,.Kwit i V A C" nrT l._ oM N o rt-T1 k o 1= 13'-1 cj 9 I — AN U S ' Q8165 Legal Description(Attach Map and Legal Description if necessary): , L 0 T \ % ►v \\ LO CA. y 0 F C t to S V\ E. W 1 rL WC P.,O . 0 \ - Tto ty To (ZAV ECt-TOt. i P<5 PeCL PLAT ca. ecorLos t N V O LA) v-1 b F 9 L- A'K / Pia C:.E go 1 R E co t-os o P Ktn)(c, COVN' - Part B: (To Be Completed by Sewer Agency) 1. E a. Sewer Service will be provided by side sewer connection only to an existing 6, size sewer CYV --feet frunrthe site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR b. The sewer system improvement will require a sewer comprehensive plan amendment. , ❑ 3 . l`s a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ SSG• oG SFC: $ UNIT: $ TOTAL: $ 8D , (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required • ❑ May be Required c. Other: By 'WORKING TOWARD A GETTER ENVIRONMENT \ SEWER DISTRICT 1 /.95p- Title 14811 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242-3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY 12( Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the • ate of signature. 6 -6 - Date H- 214 324 tersz m7/-19 13719 CO. 9-37 LOT-/2 0.010 /3717 MH 20- LOT-7 /3 72 7 /37.39 MH 9-36 LOT LOT-/3 / 37 / 6 /3722 /372e /3732 fin /3742 -Sr 10T-5 1373,9 ‚37 45 tor-.3 zor-4 tO 13903 /3919 MH-Ei /37/5 /3723 MH20-2 P'8.25 4.4 MH-19 0:6.03 107 9 MH- O: 847- MH 20 0:706 cor-s 13709 /37/5 150'. 6" /3704 /3 708 LOT-/0 STUB LOCATIONS M H LENGTH DEPTH STATION 28.0. 15.0 0+10 19.0 8.0 2+02 32.0 8.0 0+43.5 26.0 8.0 1+12 18.0 6.0 0+13 6.0 8.0 0+90 28.0 7.0 1+62 23.0 5.0 0+90 21.0' 6.0 1+52 32.0 6.0. 1+06 28.0 8.0 1+81 29.0 6.0 1+53 30.0 7.0 1+80 26.0 7.0 2+97 27.0 7.5 2+43 30.0 0+75 10.0 7.5 1+99 4120 LOT-1 LOT-2 LOT-3 LOT-4 LOT-5 LOT-6 LOT-7 LOT-3 LOT-14 /3707 MH 9-14 41 *02' - /0" MH 20-2 A \MH 20-3 STUB LOCATIONS South 139th Street 42nd Ave. S. 291r- MH. 13601 40.0 1+01) 13603 40.0 2+20 13603 30.0 3+39 1361)9 10.0 4+16 13703 6.0 4+43 13715 18.0 2+56 13721 12.0 0+92 13727 14.0 MI) 13719 14.0 4+73 13745 14.0 13909 I5.0 13919 14.0 LOT-10 23.0 LOT-II 6.0 STIR LOMIONS ADDRESS LEN= DEPTH STATION ADDRESS LEM 7111 Dlil SI'ATJON 8.0 2+02 4.0 2+58.2 5.0 0+36 • 5.0 1+35.5 9.0 0+84 9.0 1+58 7.0 2+34 8.5 1+10 5.5 0+43 8.0 1+54 8.0 1+00 7.0 1+19 12.0 1+12.5 7.0 0+68 u I =NM. 1.1■11 •MINIMM 011=11 MEND MH EP! -3Z MI/ 9-33 imm= 4■11 Moms Bit() ( 63 e/r5 PLAW /S10 ,Lor AREA 7' s.p .e3L,Az, covaiza6 /513 s.f. At.7X9 464- £7e2ialgicerzl7 WILL-11-411 e. i/E6E7. EZ-010PATt/ Of AT PLel VgA/attcH isPzAsficesoc.< . cu r _____R..4,0,A,c).:. 7 r = 7e, cy. w/r,oei / ./.4y. pp fr: WE u)/u.., CACIG ,../ CL- ) I ZAME 1-ZATeRIA-C_ . - _c_»,(//40,P.ocir @L LaP..4 "A//3Z03552-/= cp izOvi 11 ze) „ , ELEV. C>osri Et..ev _CO ) L") „ 09%). rL.11:17 CrP ost 4 1,1 4 t2c,E2/Pricvkl PRevir APneX• Ln-- ,e,g 0 ■ .1-4 /2 //1 ac-ocx 4 oP Roee,/,‘V V/iE vi A17t21170a T0 OIVE..cra/ As PEZ c RE p•/ vot_ul--10 /7 of PLAr5, , PAe couHr y 35 1/ • j t A CORRECTION LTR# 1 ,0 The plans have been reviewe Pubgc Works Department for c erri1ne avow City standards. A n iss ctto. and omissio do not authc: of tons of ..d standard::: or ordinances. erespon ibility fort o adequc J the design res totj/i the decigner. deletions or r di after ;: ; void this nce aci will rcc: T r revised fc cubso7 - oor Final accE,.. to field inspect by the Public Works utilia Dati): .44 PERMIT CENTER I understand that t:-.. 7 ,. ' --.-: .-: -ipprovals are 71; subject to errors arts ' -._ of li plans does rot auth• . '-- • • .. •.:= -: 71 any I adopted code or or: .,- .7 czr, tractor's copy of a Or — , ,;wed. i RE CITY 0 TUKWILA AUG 2 2000 By Date 00 Da202_ Permit No SEPARATE PERMIT REQUIRED FOR: EKIECHANICAL RfLECTRICAL ‘1 [Q--C PIPING CITY OF TUKWILA BUILDING DIVISION ri" APP,20X. A2EA I GLEA/Z . ALL EXPo t' 1 50/_L5_W[LL_3E ML!_LGE{ _647 l bE t3 _13E Yt!O?KE_D -- /0 -_ -- - S�r.4L_� /6'• Lc A =4. 7gcxo s.p. 'S • Bo .oi 1 ,LEG AL OEscR //°f /oh/ 1 - 07 - /2 //V/ PGocr 4 of ,asiiV v raoA4cr APP/MW Oivv',2rot-1, fAS P02 PIA-7 moo. at /r'/ VoLUV --E /7 / 47 , PA6g c3o, Je�coeG� J/A16. CCOA -Ty • I 25e ' e_OAf 7 Rtvc77 A ANcE ' • To a." :X . I I 1 DaOcO -a44 0 GP 4 0 . 1 /M. = 263.5'. RECEIVED CITY OF TUKWILA AUG 2 5 2000 PERMIT CENTER Crane Design, Inc. Reserves Al i Legal Nights To t Material On This Sheet - Subject To Crtminai Prosecution. "Contractor Note - All dimensions Shall De Checked And Verified Prior To Constructir arAil I e1li\! tow! Nue a ii� t11e#el0el11eleeelei . iF CAP saussas! G;pgI /eleleei e cre6ign, {n ReCOM ptc 1 1 •x10.4•• 10 =� l awny mom 1 0.4•x10' = roc �� SHLF Allow pr IMMO 1111111E1 , AMEN, ENIMM MUM MOWN 111111111111 NM NM NM MINN tr ille1111111111111111111111,111111 —11111111111111 municit rriirr Ito IN r .: � �F 14•111i, 4 16 rrwn TOO: 0 VIIMMIk • , m.21/.10 , .1,11.14 , t as a® vme ccw n MaiallWafftraarafteanainaar . +1,6 - 11..A61110 , - . VIM. vadrie.S. es •S. sr.,,AseimuasiMessmsnisiesoss IIIIMMIL 'fair,,,, ,, '@dORd _ S$ : R:. a 1 ° al. - VIIIM@q ISA YS. %MEM. \ - om, w 1 lter. "9 • ' '.E- .y. 5 1111 r 1 ads tiS x r_. >r_fY.K �a d Frror ro c s3ECe. , WV 0..E- % _ lOB/SIMV Vi!.C.D., ,,... 11m�I..6,Ve .06,101=91111MM Eli l •Y Ve. . . 0. :VMS 111221V :R `# s• ®TDB iik, :..... 0.4 ES/410 - -'NIV, ®ro. ,. c4 gas - 'mm S.sot a ' emu. - y' te - _ .. r . s < t �r 'im•a0,nr.•�aai��r- Mk � A - d" 0 P:1®i h - -; , e....y .s.® .. � .'s oo. .rms..3 ve vna e - - e - v:: z= " roc 3r- -.C.,,..4.1.',.,44 11 rei �1� � • amp m- • v` ® ` mss 5421 Crane Design, Inc. Reserves All Legal Rights It Material On This Sheet - Subject to Criminal Prosecution. Lu LEFT ELEV. 118 fZ RtAR E LV. 1/8" F OSIS■dlISMONI ANT t Lev. 1 /4" ;000T a�++ C,r,r urwdy To Se P =Gyp ASOVE A—y Roof tn/er n,v l p t 10 Reorder Name 1 -840- RIGHT LE 1/ 7 1 It SEISMIC ZONE: 3 WIND SPEED: SO m ph I 1 15 I LURID EXPOSURE: 0ccuF'ANCY : FR3 /U 1 P ,,�so,, G o P GN - 12 tI ` 49ve.t)� 61,4=14 4 .3TEg. 'EQUta tD Peg 1 BC 3102.3.8 HOUSE NUME3ER o : ADDf ES i 7o BE FASTED AND F LY visit:3LE f- STREET 1RQNrTF4G STRUctURE .r ct� COPY IT 191 . ALL Loove Jalerr TO tie 2) 00 OR BETTER to te'a.c. 2_ BRIDGING Hot' TO ExCEEI S' - 0 loEfle SEC. 230.1 UBc. 3. cRA1l.. SPAcE TO PROVIDE CLR.. SOIL TO i EAHS, MIN. Is' CLR. SOIL TO FLOOR JOIST TYPicAL. • /025 _ ,6l . /0-19 MO. VENT 150 • PROVIDE/ [ 6'xl6'M.SF11E• 7-37 8G1. Fr. 1141 REDUCE VENT$ BY S@% F 661. V18GXJEENalft0 15 USED • 1 1. CLLAI 4GE. - rgt rt OOtL TO J6 fi€d t i1 • FOR SEAM. haet 2 .• tamtutmazin Crane L)eE5ign, hic. ReSeivcS All Legal Rights 10 Material On - this Sheet • Subject To Crtmi Prosecu fon. NOTE: CONTRACTOR TO CI -IECK AND VERIFY SOIL AND SLOPE CONDITIONS PRIOR TO CONETRUcTIvi`! cFP.ANM bl?SIGN NULL. ME NOTtrIEDD Or ANY cl -JANE DUE TO cdt1DlTIoNS O?4 SITE11 .v/ . : • rr - g 11 7 • � if1 4- 1 4 L. • IL 51.4 J' \SF- R,. R-1C42..: 411111/A 4$diWp --rripeAL . :,S6.744 tin= 1116111013111301611.10311 = PAM li V Ivlrlc f_Ar -j L IN 1 I 4.1 '.-e" d _ L I+ ' % MAX-- Pff . Titir f IN .a,.r R t WAR", Ar4 - 4 1 6 0 j 6 Ix 6-1/ .1 41,611M, e. "ca tP. e E - 4,Gorr, Vs _tom' - R.o. . I t pp i Alf 1 CDPEt >ID J I � 1 'v 0 . i I • � zr ;le - , I NOD Fl l 17_1 Lc ATE 5 ti'F I GL-caiPcP tJh LEI. C Contractor Note - All dimensions Shall De Checked And Verified Prior To Conatructlon. /1, ; UP 474 UPHINS3 ' UN1 ' 11 . RlE T +L:1131 NNINI !{1' #fir`: 11 --�- • lam. GA!! T L.Il -1V IL 40=p- i sNaD .4e�rs Dcoo To Reorder t'1 r15 1-800-F346-5421 FOUNDA T I ©N vEN T ILATION 'x ° SCR ENE. ID PCv fD4' T lON VENT = .6 t SOFT. 00 0 COPYR,ICHT @ f c? G I N -csF' )A N ''''' CI tine 1.)elgrl. hir Fe \ e5 All I egol P,Ight 10 Kim ter 1;41 (iti 1hk Sheet Su ject 10 Cr Itiiitio1 rtosecaloti. dining N' 50 A3A- MW ' P44 U 4-d / _cg_r_r _ 5 .5' t)ti T CAR oe fved-16. AL.p141 unt F t b 11 LOcATED 41 ALL DaTECT _ Ato NAILING tJ fitEGL SY C.COS., t•SJET W4' E Ofk. rams 14AvE ititt44 PtIK E : 1 STOPS * ALL • 54401 T� ilM 7 worom i31: 1 1 :1 04 . VE1-41CLES. T-.6P .2. iLkt lieft ■• 1 lAlt 1 0 If *Cofitroctor Note - All ellmert6lotte SkII 13e Checked Arid Vertfleel rtior to Coh5truction. '3 a MOTEt REPER To 914EET 5-3A EoFe j NUMBEKED REFEMNICE. -0i- _ iff'- c 1-0 '- • ( ftt cidlilre-- 112o./tor, DiNEF LALIC 0 0 " L_cc:#171. To Reorder ilat16 l-600-48-5421 j..ockt1ot4 krtawes FAA rsAiumoot-i rAts1( ) ANDR 11110LE t-tottsa rAr,1 ci,00se one') 14otE. 00 crti aloLal-lcuak 24 i-lotiR TIMER 84UITc1-1 Par WIRE 4)40 umptpacto t01 OCIR rnsaAr. tYmIcAL. LIvit4G Apied HAN ri_oofv, 01 frLOCAR, L otliet0 Loc,Sql )111 SocFt--1 (1 bear come 0 BO CHA rs ��y-ti (4 beciroome) 0 6ecir cool: ) T)e- oPe?- co Lt4 rAeg. 1(4 E INS r:i AA mATc, tAot_c.- 1403se_ Fau MtkqtMLIM or Si-Ms/2AI+ h )o . 6 . 4 <7 14- Sea / i'f51 541 TO tA.L.: 44 611.izi ST1 11, Dco 7f L-1- coryRIGHT o i 9 95 ti) ckscA--0 Crane Peeign, tic. R eet All Legal Right To Material On Th16 Sheet - Subject To Criminal Proaecutlon. Contractor Note - All diniervione Shall 'e Checked And Verified Prior To Cotistrutttioh. r 2.x/0" OR e/" E3c= G / OC. NOTES: L Ai L FLOOR JOIST TO ESE 2x kt /kg FETTER a LINLE#9 NOTED OTI-LERWIEE 2. SOLID ISLOCKits/G NOT TO EXCEED D(Dc)o- 14 Sheet 4 friah NUttiber E-0708* pate 7 -95 Prawn z; DETE aT FCTOR otsta .: t141 LY Ldc4TE cal dl �t iktt ctgt Y ` -1 humourm pot Prawn Crane Design, Inc. Re5erve5 All Legal Rights To Material On This Sheet - Subject To Criminal Proeecution. Contractor Note - All dimensions Suit be Checked And Verified Prior To ConstrUction. 1 NOTE: RER TO SHEET 5 -34. FOR NUMBERED RE^" 10E D a.tiLl- O aci co" Pan Number E -0708 Crane [:)eyigti, Inc. Reserves All Legal Righta To Materiaf On 1hiti Sheet - Subject to Criminal Prosecution. Zn /eRAF ,E5 Q 2,,¢" O c; "Contractor Note - All dfinensfons Shall Be Checked Arid Verified Prior To Construction. 1 Q P 4" Rocc flay: MATERIAL.: DAM $44Kw PITCH: As , /p?'e ovER14,4•: As IQa FASCIA. 1sr i" /+ __s. csa,4R... $ ~O#4 M Iiti' 4 ` i "P / . I 4P b - 71x:r is ,ses c e4 o , c irtte , 5744 t " g To Reorder Plans 1 -BOO -848 -5421 1 rptu 5e 0 G¢" OG. si iLL c4r t ice. 9TP A BE 1N3t4LL b ! E4t4d to HdRuv. WILL Rot 13t4E1ELb ALTERED 1Ulti tlt I zlzloR btPt. Ar.i ovJL c hislniqttlgit46 cALcs. 6U4LLL 1.14vE t' 91614 DPtAiLs k bPP.AWihkss of &t Occe PIELb INs�ECtfaE ALL BB.Atis 1 WEADER.S TO 138 exe oie IBEttbe Uko. 1.1:RovID5 ecREtwEr eLoc <I k ovtie 5UP'ORTS. s1-14D t, AR8 5 :RAHE OVER Doco aL-ILF D 0 • r-Ai -M . f%Oij p rep / p. o /676A-ro x /4414 - J / 15o = / 6/44,$ti2 lere5p, prow t: $l7 tFizwe virvr6 4.70d =plj lc= 394.itoos 0 `'4& 44$L : tiro v5 044;20 1 • _ I ,--, a ire1 CA 49 vIAvtalgrJt(4, / /0;#) (I) Wpect :J s i414id?Ea /2e,nvt. To?hl„: /s5 3S .8/J tIs s) 0 0 COPYRIGHT Q /9. CDT.. Sheet I r mart NL mbar . i Crane Design, Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution. ply- e cp. F" 1 /' ' 121 f-TEAz 4. MFG. TRUSS & RAFTER D E T A I L 1 -1 /2r' Mcs dI rt & y. - TAP. r I i t e ;'TI 1 � �. ' mt.1, t=L o f -0 rru. -. e-49 kit t ' - . 9 tE3= -'i"-' es;'f'el d/ M Ge e- I r Nt t J -lam. INr3 2 /.11= i2 •Contractor Note AH dimensions 9 hail Be Checked Arid Verified Prior To Constructi fa► BUILDING SECTION 1 /4`' Mme. °r#z U s e 24 o. . 02- 1�A41 lb / C 10d NJL�a v.xte 't 6 z t tfac. To Reorder Plans t -800- 848 - 5421 4 t-G e pf f2 ch i;' PriVZ1VIER -�ci 1►-b r t it ..ic7a G° QQQ ;% L 4 L f COPYRIGHT © /515 15 G:D CRANE DESIGN; INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ©t' HIS SHEET -- SUBJECT TO C INAL PROSECUTION. fou " 2F 41' { f -p ion 1 i Fall' 0 bL T FIER _ _j e LU! LL' • a z E - O xa< z z • [ 0 • o aav ti) oo U ■... 0 CC o P EG4' W ec4 DA'M'E ▪ GE ”es?' HOLDOWN SCHEDULE MARK HOLDOWN (SIMPSON) WALL STUD ANCHOR 1330T REMARKS THICKNESS SPECIE NAILS /BOLTS H1 HPAHD22 3" HF 16 -16d A83 USE 10 -16 COMMONS FOR RIM JOIST APPLICATION SW3 H2 STH010 3" HF 28 -10d 15/32 PLYW'D ONE SIDE USE STHO1ORJ AND 28- 10d COMMONS FOR RIM JOIST APPLICATION SEE NOTE 5 H3 STHD14 3" HF 38 -16d SINKERS NOT USED USE STHDI4RJ AND 30- 16d SINKERS FOR RIM JOIST APPLICATION 15/32" PLYW'D EACH SIDE H4 HTT22 3 -1/2 ' DFL 32-16d SINKERS SSTB24 SEE NOTE 5. H5 HD14A 3 -1/2" DFL (4) 1" 0 SST828 NOT USED SHEARWALL SCHEDULE 1,2,3,4,6,7, MARK Sri H SHEATHING EDGE NAILING REMARKS 1/2" dia. A.B. SWi 15/32" PLYW'D ORE SIDE 8d 0 6" o.c. A82 1/2" dia. A.B. SW2 15/32" PLYW'D ONE SIDE 8d 0 4" o.c. A83 1/2" dia. A.B. SW3 15/32" PLYW'D ONE SIDE Sd ® 3" o.c. SEE NOTE 5. SW4 15/32 PLYW'D ONE SIDE 8d 0 2" o.c. SEE NOTE 5 SVrS 15/32" PLYW'D EACH SIDE 8d (15) 4" 4" o.c. SEE NO 5 NOT USED SW6 15/32" PLYW'D EACH SIDE 8d 4° 3' o.c. S£E NOTE 5. NOT USED SW7 15/32" PLYW'D EACH SIDE 8d 0 2" o.c. SEE NOTE 5. NOT USED ANCHOR BOLT SCHEDULE MARK 1 - SQL PLATE ANCHOR REMARKS AB1 1/2" dia. A.B. 0 32" o.c. A82 1/2" dia. A.B. 0 16" o.c. A83 1/2" dia. A.B. 0 8" o.c. STRUCTURAL NOTES GENERAL: ALL MEI "HODS. MATERIALS AND WORKMANSHIP ARE TO CONFORM TO THE UNIFORM BUILDING CODE AND STANDARDS, 1997 EDITION (UBC '97), AS AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION 11-15 CONTRACTOR 15 RESPONSIBLE FOR THE FOLLOWING: a.) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND CONNECTIONS COMPLETED. b.) FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WIT11 THE WORK. c.) BRINGING TO THE ATTENTION OF THE BUILDING DESIGNER ANY CONFLICTS IN DIMENSIONS, MATERIALS OR NOTES SHOWN ON THE PLANS. d.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. MATERIALS, MEMBER SIZES, NOTES, ETC. SHOWN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR Tt 1 PROJECT AND TAKE PRECEDENCE OVER ANY CONFLICT WIT ti THE STRUCTURAL NOTES THAT FOLLOW. DESIGN CRITERIA: FLOOR LIVE LOAD 40 psf (with other live loads in accordance with LIBC '97, toble 16 -A) SNOW LOAD 25 psf WIND VELOCITY 80 mph % Exp C SEISMIC ZONE 3 FOUNDATIONS: FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATIVE SOIL WITH AN ASSUMED DESIGN BEARING CAPACITY OF 2000 psf. EXACAVATIONS ARE TO BE TO THE DEPTHS SHOWN ON THE PLANS AND ARE TO BE FREE OF STANDING WATER. OVER EXCAVATIONS ARE TO BE BACKFILLED WITH LEAN CONCRETE (f'c -2000 psi) OR COMPACTED FILL IN ACCORDANCE WITH RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER. STRUCTURAL CONCRETE: ALL CONCRETE IS TO BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH UBC '97, UBC '97 STANDARDS AND ACI -301. MINIMUM 28 DAY COMPRESSIVE STRENGTH IS TO BE 2500 psi. REINFORCING STEEL IS TO BE GRADE 40 DEFORMED BARS PER ASTM A615 WITH DETAILING, FABRICATION AND PLACEMENT PER UBC '97 AND ACI -318. INTERSECTING CONCRETE WALLS ARE TO HAVE #4 CORNER BARS WITH A MINIMUM OF 18" OF EMBEDMENT AND SPACED THE SAME AS THE WALL HORIZONTAL REINFORCEMENT. STRUCTURAL SAWN LUMBER: ALL LUMBER IS TO BE GRADED IN ACCORDANCE WITH "WWPA GRADING RULES FOR WESTERN LUMBER ", LATEST EDITION. STRUCTURAL GLUED LAMINATED TIMBER: MANUFACTURED BEAMS ARE TO BE OF DOUGLAS FIR OF THE FOLLOWING STRESS GRADE COMBINATION; 24F -V4 FOR SIMPLE SPANS. BEAM CAMBER WHERE REQUIRED IS SHOWN ON PLANS. WOOD ROOF TRUSSES: METAL PLATE CONNECTED WOOD TRUSSES ARE TO BE DESIGNED BY A WASHINGTON STATE PROFESSIONAL ENGINEER IN ACCORDANCE WITH ANSI TPI 1 -1995 NATIONAL DESIGN STANDARDS FOR METAL -PLATE CONNECTED WOOD TRUSS CONSTRUCTION" AND U8C '97. METAL PLATES ARE TO BE ICBO APPROVED, VERIFIED BY A CURRENT REPORT NUMBER. TRUSSES, INCLUDING DRAG TRUSSES AND SHEAR FRAMES, ARE TO BE PLANT FABRICATED BY A MANUFACTURER IN COMPLIANCE WITH UBC '97 SECTION 2343.7. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR VERIFICATION OF ALL TRUSS LENGTHS PRIOR TO FABRICATION. THE TRUSS ERECTION CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING DURING INSTALLATION AND FOR ALL PERMANENT BRACING IDENTIFIED ON THE TRUSS PLANS. PLYWOOD DIAPHRAGMS: ROOF SHEATHING OF SIZE SHOWN ON THE ARCHITECTURAL PLANS IS TO BE APA RATED 24/0 MINIMUM DIRECTLY NAILED TO SUPPORTING TRUSSES OR RAFTERS WITH 8d COMMON O 6" o.c. AT ALL EDGES AND 8d COMMON 0 12" o.c. AT ALL INTERMEDIATE SUPPORTS. FLOOR SHEATHING (SUB - FLOORING) OF SIZE SHOWN ON THE ARCHITECTURAL PLANS IS TO BE APA RATED T &G STURD -I -FLOOR DIRECTLY GLUED AND NAILED TO SUPPORTING JOISTS OR BEAMS WITH 10d COMMON ® 6" o.c. AT ALL EDGES AND 10d COMMON 0 12" o.c. AT ALL INTERMEDIATE SUPPORTS. ALL SHEATHING IS TO BE LAID UP• WITH THE FACE GRAIN PERPENDICULAR TO THE SUPPORTS. METAL CONNECTORS FOR WOOD: THE MODEL NUMBERS OE METAL CONNECTORS WHERE SPECIFIED ON THE PLANS ARE THOSE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. BOLTS ARE 10 BE A307 WITH WASHERS AT ALL WOOD SURFACES BENEATH HEAD OR NUT. BOLT HOLES ARE TO BE 1/16" GREATER IN DIAMETER THAN BOLT DIAMETER. NAILS ARE TO BE COMMON WIRE NAILS AND OF QUANTITY, SIZE, LENGTH AND TYPE AS SPECIFIED BY SIMPSON W000 ROOF TRUSSES ARE TO BE CONNECTED TO THE PLATE UNE WITH ONE (1) SIMPSON Ni HURRICANE TIE AT A MAXIMUM OF 4' -0" o.c. NAILS ARE COMMON WIRE. c.‘ d:5 e.) f.) WOOD FRAMING: 2x LUMBER TO BE HF 2 OR BETTER EXCEPT WALL STUDS MAY BE HE STUD GRADE & SILL PLATES HF#3 WHERE NOT SPECIFIED ON THE PLANS: a.) COLUMNS IN WALLS ARE TO BE (2) 2x STUDS OF THE SAME WIDTH AS THE WALL AND SPIKED TOGETHER WITH 1Od ® 12" o.c. (UNLESS NOTED OTHERWISE) b.) FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE ONE FLOOR JOIST DIRECTLY BENEATH EACH PARTITION LESS THAN ONE HALF SPAN LENGTH AND TWO JOISTS WHERE PARTITION EXCEEDS ONE HALF THE SPAN LENGTH OF THE .101ST. FLOOR JOISTS ARE TO BE BLOCKED AT ALL BEARINGS. WALL TOP PLATES ARE TO HAVE STAGGERED SPLICES A MINIMUM OF 4'--0" APART AND SPIKED TOGETHER IN THE SPLICED ZONE WITH A MINIMUM OF 6 -16d SINKERS. WOOD IN CONTACT WITH THE WEATHER, SOIL, CONCRETE OR MASONRY IS TO BE PRESERVATIVE TREATED. ISOLATED COLUMNS ARE TO HAVE "CC" T'(PE COLUMN CAPS. COLUMNS IN WALLS ARE TO NAVE "AC ", "LPC ", OP "PC" TYPE POST CAPS. NOTES; 1. SCHEDULE IS BASED ON 1997 UNIFORM BUILDING CODE FOR SEISMIC ZONES 3 & 4, AND ON WOOD FRAMED WALLS WITH 2x4 (MINIMUM) HEM -F!R STUDS 0 24" o.c.. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8" OR 7/16" PROVIDED STUDS ARE 0 16" o.c. MAXIMUM. 4. SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE 3" NOMINAL OR THICKER AT ADJOINING PANEL EDGES AND SHEATHING NAILING STAGGERED FOR SW3. SW4, SW5, SW6, & SW7. 6. ALL NAILS ARE TO BE COMMON WIRE. 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 8d 0 12" o.c. 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. MARK T1 T2 STRAP 11E ( SIMPSON) LSTA36 MST48 THICKNESS WALL STUD SPECIE 1 -1/2" HE 3" DFL 1� .) ANCHOR BOLTS ARE 1/2" dia. 0 48" o.c. UNLESS NOTED OTHERWISE ON PLAN. 2.) WASHER TO BE 2" x 2" x 3/16" THICK PLATE WASHERS FLOOR TIE SCHEDULE NAILS /BOLTS 9 -10d EACH END 17 -16d EACH END REMARKS NOT USED 2x SLOCX SHEARWALL EDGE NAILING SHEARWALL PER PLAN ROOF SHFAIHMNG MFG. ROOF TRUSS OR ROOF RAFTER A TYPICAL ROOF TO WALL CONNECTION ( WALL STUD (TYP.) ��` i l 7- WALL SH'T'G NOT SHOWN C WALL OPENING REINFORCEMENT AT SHEARWALL 0 11 LEDGER DETAIL ca:sa'..rts: :a HEADER TYPICAL WINDOW OPENING SIEARWALL EDGE NAILING SHEARWALL EDGE NAILING SHEARWALL PER PLAN SIMPSON H1 AT EVERY OTHER TRUSS OR RAFTER 3 -16d 0 EACH STUD ROOF SH'T'G w/ EDGE NAIUNG TO LEDGER 2x6 (MIN.) LEDGER OR TRUSS TOP CHORD NAIL SHEATHING TO BLOCKS AS FOR SHEARWALL EDGE NAILING r-10d 0 6" o.c. TIE STRAP: SIMPSON LSTA21 (TYP.) KING STUDS — 4x2 FLAT BLOCK (TYP.) GABLE END TRUSS OR RAFTER 2x6 GWB RACKING DOUBLE TOP PLATES TYPICAL DETAIL AT GABLE END I A= TSEI .ARCHITECTURE ENGINEERING PLANNING 12810 N.E. 1 78 ' ST. • Suite 101 Woodinville, WA 98072 -8702 (425) 481 -6601 • FAX: 481 -6371 PLAN #E070595 TSE #1643 sheet title: STRUCTURAL NOTES AND DETAILS revisions: of 0\ designer: drown: checked: KR ..... T S E ARCHITECTURE ENGINEERING I PLANNING 12810 N.E. 178"' ST. • Suite 101 Woodinville, WA 98072 -8702 1425) 481 -6601 • FAX: 481 -6371 project title: PLAN #E070595 I TSE #1643 sheet title: STRUCTURAL NOTES AND DETAILS revisions: O G designer: KR drawn: DDS checked: TLP date: 2/9/99 scale: AS NOTED file: 1643 -2 sheet #: SSE - -2 UPPER FLOOR - -- SHEARWALL PER PLAN UPPER FLOOR — SHEARWALL EDGE NAILING MAIN FLOOR --- SHEARWALL EDGE NAIUNG MAIN FLOOR -- _--- SHEARWALL PER PLAN FOR TJI FLOOR JOIST OPTION RIM BOARD MANUFACTURED MAY SUBSTITUTED FOR SOLID RIM JOIST. rr 21171•111.115111110 WAIAMMOSMIKW.21=1151111' *NOTE: FOR TJI FLOOR JOIST OPTION RIM BOARD MANUFACTURED MAY SUBSTITUTED FOR SOLID RIM JOIST. SHEARWALL- - PER PLAN *SOLID RIM JOIST SHEARWALL EDGE NAILING C) FRAMING DETAIL -- 'SOLID RIM JOIST — FLOOR SHEATHING -- WALL TOP PLATES WALL TOP PLATES L00R JOIST (JOIST MAY BE PERPENDICULAR TO EXT. WALL) NOTE: USE THIS DETAIL WHEN SHEARWALL PANEL EDGES FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOORS. SHEARWALL DETAIL L 1 i " =1' -0" FLOOR SHEATHING UPPER FLOOR SHEARWALL PER PLAN UPPER FLOOR SHEARWALL EDGE NAILING MAIN FLOOR SHEARFLOW NAILING MAIN FLOOR SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN `-- - FLOOR JOIST 'SOLID 1 1 (JOISTS MAY BE RIM JOIST PERPENDICULAR TO WALL) PLYWOOD , ' - FILLER — 2x6 P.. SILL PLATE w/ ANCHOR BOLT SHEARWALL PER PLAN EDGE HALLOO' FOUNDATION w/ REINFORCEMENT PER LOCAL JURISDICTION SHEARWALL-- - PER PLAN SHEARWALL — EDGE NAILING UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE *SOLID RIM JOIST FLOOR SHEATHING — WALL TOP PLATES E SHEARWALL DETAIL (OPTION) 1 2x CONTINUOUS NAILER w/ 1 MAIN FLOOR SHEARFLOW NAIUNG PER SHEARWALL SCHEDULE NOTE: USE THIS DETAIL WHEN SHEARWALL PANEL EDGES DO NOT FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOOR. SHEARFLOW NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING 2x6 P.T SILL PLATE w/ ANCHOR BOLT PER PLAN FOUNDATION w/ REINFORCEMENT PER LOCAL JURISDICTION FRAMING DETAIL (OPTION) FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WALL) FLOOR JOIST (JOIST MAY BE PERPENDICULAR TO EXT. WALL) TT 1 ) I 1 DBL. TOP PLATE 22" MIN. I0d94'o.c. FULL DEPTH BLOCK 2x6 BLOCK BETWEEN JOISTS AND NAIL w 10d 0 4 o.c. FROM BLOCK TO TOP PLATE { 1 1 1 SHEARFLOW NAILING PER SHEARWALL SCHEDULE >-- CONTINUOUS HEADER (PER PLAN) 8d ® 3" O.C. 2 ROWS HOEDOWN PER PLAN ® LATERAL RESTRAINT PANEL 1 PER PLAN OFFSET HOLDOWN DETAIL 3/4 " =1' -0" STRAP TIE: SIMPSON MST27 W/ (16d) 8 GA. x 2 -1/2" NAILS (MAY BE APPLIED OVER SHEATHING) 7/16" SPAN RATED SHEATHING 24/0 MIN. w/ 84 0 3" a.c. 2 ROWS 0 ALL SHEATHING EDGES PLUS NAILING SHOWN!. ALL EDGES BLOCKED. 1/2" dia. x 10" LONG ANCHOR BOLT (2) AS SHOWN w/ 2x2x3 /16" THICK PLATE WASHERS CONCRETE FOUNDATION WALL w/ CONTINUOUS FOOTING PROVIDE 1 14 18 "L DOWEL 6" FROM FOOTING INTO WALL AT EACH HOLDOWN MAIN FLOOR SHEARWALL EDGE NAILING SHEARWALL PER PLAN SHEARWALL PER PLAN UPPER FLOOR SHEARWALL EDGE NAILING RIM JOIST MAIN FLOOR SHEAR - FLOW NAILING PER SHEARWALL SCHEDULE USE SHEARWALL EDGE NAIIJNG FOR CONNECTION OF 5147 G TO HOLDOWN STUD (TYP.) 2x6 STUD w /lOd 3" o.c FULL LENGTH (STAGGERED) FLOOR v TOP OF CONC. WALL v TOP OF FOOTING v H HOLDOWN DETAIL Da. LH FULL DEPTH BLOCK DBL. TOP PLATE 3/4" APA RATED —� SUBFLOOR 10d04 "o.c. 2x6 BLOCK BETWEEN ' JOISTS AND NAIL w/ 10d 0 4' o.c. FROM BLOCK TO TOP PLATE (SorrG NOT SHOWN FOR CLARITY) / 3 "J 6 SHEARFLOW NAILING PER SHEARWALL SCHEDULE SHEARWALL PER PLAN (2) 2x6 OR 4x6 HOEDOWN STUD STRAP TYPE HOLDOWN PER PLAN F OW INC NAR. PER MAIN FLOOR SHEARWALL EDGE NAILING SHEARWALL PER PER PLAN PER PLAN SYM. AB'T RIM JOIST RIM JOIST MAIN. FLOOR SHEAR- - I SHEARWALL SCHEDULE © OFFSET SHEARWALL DETAIL (OPTION) P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN FOUNDATION WALL /4 MW4. REINF. (PER HOLDOWN MANUFACTURER'S REQUIREMENTS) 114 BENT AND EMBEDDED IN FOOTING d CONCRETE U FOOTING SHEARWALL PER PLAN UPPER FLOOR SHEARWALL EDGE NAILING 1E 4rn■I "r" E ARCHITECTURE ENGINEERING PLANNING 12810 N.E. 178 ST. , Suite MI Woodinville, WA 96072_8702 (425) 481-6601 A FAX: 481 -6371 sheet title: STRUCTURAL NOTES AND DETAILS revisions: project title; PLAN #EE030595 TSE #1643 2x BLOCK w/ 10d 0 3' o.c. *NOTE: IF 1 —JOIST IS USED, A SOLID 1 3/4" x 9 1/2" PARALLAM PSL SHOULD BE SUBSTITUTED FOR I —JOIST AT HOLDOWN T OCATIONS. UPPER FLOOR v SHEARFLOW NAILING 1 111 I TWIST STRAP: (1) MTS20 EACH SIDE 3/4" APA RATED SUBFLOOR PER PIAN 'FLOOR JOIST-- - PER PLAN SHEARWALL EDGE NAILING SHEARWALL PER PLAN PER PLAN 0 OFFSET INTERIOR SHEARWALL DETAIL 3/4 " =1' --0" SHEARWALL PER PLAN TIE STRAP PER PLAN (WRAP END OF STRAP AROUND END OF BLOCK) SHEARWALL EDGE NAIUNG \— DBL. BLOCK BETWEEN JOISTS AT SHEARWALL. ATTACH BLOCK TO JOIST w/ LUS210 -2 HANGER EACH END. USE SHEARWALL EDGE NAIUN6 FOR CONNECTION OF SH'T TO POST (TYP.) FLOOR v TOP OF CONC. WALL v TOP OF FOOT v ROTATE THIS DOWEL 90' AT CORNER APPLICATION SHEARWALL PER PLAN 1 (SHEATHING NOT SHOWN FOR CLARITY) 6" 4x6 DFL1 POST 1 HOLDOWN DETAIL 1 " =1 -0" BRACKET TYPE HOEDOWN PER PLAN 5/8" DIAL THREADED ROD -- — f4 MIN. RE NE. 11)ER HOLDOWN tkaNUFACTINiEWS REQUIREMENTS) L _ J U SYN. ABT SIMPSON CN 5/6" COUPLER NUT HOEDOWN ANCHOR PER SCHEDULE P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATKN PLAN FOUNDATION WALL #4 BENT MD EMBEDDED IN FOOTING CONCRETE FOOTING USE SHEARWALL EDGE NAILING FOR CONNECTION OF SH'T`G TO HOLD DOWN STUD (TYP.) 2x6 STUD w /1Od 3" o.c. FULL LENGTH (STAGGERED) TOP OF CONC. WALL TOP OF FOOTING v 3 Daoo0- SHEARWALL PER PLAN (SH'A'G NOT SHOWN FOR CLARITY) (2) 2x6 OR 4x6 HOEDOWN STUD STRAP TYPE HOLDOWN PER PLAN O HOLDOWN DETAIL SYM. j AB'T P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN FOUNDATION WALL 14 MIN. REINF. (PEN HOEDOWN MANUFACTURER'S REQUIREMENTS) ' r4 OEWT ATD EM B E DDED iN FOOTING ci N CONCRETE —� FOOTING U O. c designer: KR drown:: DDS checked: TtP date: 2 -9 -99 scale: AS NOTED file: 1643 -3 sheet #: TSE -3 rde2. E DE84&4. Ina Reserves All Legal Rights To Material MIN 1/16' A.P.A. RATED EATHING 1 d • 6 OC. MAX. • 6' O.G. EAC RW) PERF. DRN TILE T iN GRAVEL RADE IF STEM 4 FIG. 1401 MONOLITHIC USE '4 DIA. (VERT.) REBAR • 16' O.C. TYF). ONE STORY FOUNDATION CLG. LINE / HANDRAIL- OR RAILING oo 4 z NOTE_ 3' MIN OPENINGS BETWEEN BE (t8C S AN 4'. GUARDRA T THAN 6'. STAIIR SECTION &blect To Crkninal Prosecution - - -RIM JOIST i - 3/4' 7 4G PLY. SHT. OR O.S.S. SATT iNS. , JOIST PER PLAN / I/2' DIA. x 10' AB. Ill/ 3/16' X 2' X 2' WASHER • 6' -0' MAx. O.C.4 BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (3 -i/2') FROM CORNER 4 NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL 1 FOUND EDMENTLL PLATE, M1N. 2x6' P.T. MUD SiLL - - -1 - '4 CONT. REISAR FOR EA. 12' OF STEMWALL �- b MIL. vISQUEEN i VAPOR BARRiER(BLAGK) KiCK PLATE FLOOR JOIST NtIEACT(7R NOW, Alt D14xxxdors 81.11 Chickocl And verMod Prior To Co" 12' CLEAR BEAM TO EARTH IS' CLEAR BOTTOM OF JOIST TO EARTH 2 - '4 CONT. REBAR ILINGS SHALL TRIAi4GULAR • Iai THE RISER, lee ELEMENT OF A STAIR SHALL BE LESS 2x12 STRINGERS NOT TO EXCEED 24' O.C. 5/8' TYPE 'X' GIVES. OR (2) LAYERS 5/8' TYPE 'X' G.W$. IF STRINGER SPACING IS MORE THAN 16' oc. (TAPE 4 FINISH) f z CLOSET OR STORAGE BELOW STAIR MAIN FLOOR LINE 2x6 5111D5 e 16' O.C. 16d•8'O.C. I0d • 4' O.C. 3 R MAX_ ( WHERE BRICK VEN. - PROVIDE 5' LIP 6' UNDER JOIST GRADE N,ANI DR4ILS 1. 14ANPRAiLS SHOULD NOT PROJECT MORE THAN 3 /2' INTO THE REQUIRED STAIR UIIDTH 4 SHOULD HAVE A SPACE OF NOT LESS TWAIN ! 1/2' BETWEEN THE WALL 4 THE HANDRAIL, 2. THE HANDGRIP PORTION CF HANDRAILS SHOULL NOT BE LESS THAN 1 1/4' OR MORE THAN 2' IN CROSS SECTIONAL DIMENSION. 3. 144 ''VASE° SHO L ' HAVE THIER' ENDS RETURNED OR SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TEM"11NALS. FIRE E3; L O CKINc L PROVIDE FiRE BLOCKING IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP 4 BOTTOM OF THE RUN 4 BETWEEN STUDS ALONG 4 IN LINE WITH THE RUN OF 11.4E STAIRS IF THE WALL UNDER THE STAIRS IS .UNFINISHED. '4 CONT. REBAR • 16' O.C. (VERT) 4 8' 4' - 1-.1i5 SOIL t'g t%t r 16. A uFt. TYF. TWO STORY FOUNDATION FLOOR LINE FLOOR JOIST g r DBL. JOIST LEDGER F / RIM JOIST , 314' T4G PLY. 544T. OR 06B. / RAS INS. / 1 FLOOR JOIST PER PLAN 2x6' P.T. MUDSILL - - -(i) - '4 CONT. REBAR FOR EA. 12' OF STEM WALL k MIL. ViSC EEN VAPOR BARRIER (BLACK) 3' MiN. 5 /8' DIA, x 10' AB. W / 3/16'X2'X2' WASHER • 4' -0' MAX. 4 SOLI SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (4 -3/8') FROM CORNER 4 NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. 1' EMBEDMENT '- FLOOR JOIST PER PLAN 2 - '4 CONT. REBAR ATTIC INSULATION R -38 ELEC. RESIST. R -30 GAS (Ti -ERMAX INSUL. W/ EQUIV. R -VALUE TO BE USED iN ATTICS WHERE CLEARANCE NOT AvA1L. FOR BATT) I/2' GUIS (TYP.) MIN.. 23/32' T4G UN - DERLAYMENT, LINO. - GLIE 4 NAILING (IPD • 6' OTC. EDGES 4 BLOCKING, 10' O.C. HELD - TYP.) ID. 32/16 R -19 BAIT INS. tU/ VB_ TYF. WALL SECTION O.H. PER PLAN I To Reorder Mar dD 0061846- 6431 3' EMI__ TOP PLATE TYP. GARAGE FOUNDATION ATTIC vENTILATIOR4 1/150 OR /300 OF SPACE - SEE PLANS FOR ROOFING COMET. SEE FRAMING PLAN 1 ELEVATION Ulf MIN. 1/66' APA RATS 34- IEAT41NG:UNO W/ $'-m' PANEL LENGTH PLACED PERM TO DIRECTION OF FRAMING AND ALTERNATE PANEL Elm JOINTS BY HALF PANNE_ LBIGTI4 "JAILED ad • 6'd. PERIMETER 4 ALL SUPPORTED PANEL EDGF-S t2'or a READ TYPICAL L)40 W/ 30' FELT ABOVE - TYPICAL UNO. FOAM AIR BAFFEL I' SPACE TO EXTB4D HN_ Q' ABOVE INSULATION_ SIMPSON H23 HURRCAM TIES • 2' -0• or. OR i41 • 4' -0'oc: TYt? t»40 2x BIRD BLOCKS W/ SCREEN TOE NAIL W/ (2) i6d EA END TO TRUSS OR RAFTER TYP_ 4 PROVIDE COOT_ ROW OF ROOF SHEATHING NAILING • 6'o,c. MAX IxS R. CEDAR FASCIA W/ CONT. MIL. GM HEADER - PER PLAN UNDow - PER PLAN EXT. WARM WAITS - 2x6 STUDS • I6'o.c. OVER R -13 BAT INSUL_ W/ VAPOR BARRIER W/ MN. 1/16' APA RATED SHEATHING - ING (SE€ PLAN FOR NAIL-11 4 SIDING) I423TALL BURLDNG PAPER OR FELT BETWEEN SIDING 4 WALL SHEATHING TYPICAL ALL EXTERIOR WALLS. 2x !SOTTO-i PLATE 2x RIM JOIST P.T. 2x SILL PLATE SEE I /51 FOR TYPICAL FOUNDATION NOTES NOTES: 1. ALL EXTERIOR 1LL4LLS TO DE CONSTRUCTED W ACCORDANCE UV THE MIN. FROvISION9 PER 2320 UDC I3.10 ON THE PLANS J AS SPECIFiED ETHER ON SHCLT S3. 2. 114IERtOR U -LS TO SE 2x4 CONSTRUCTION TYPICAL EXCEPT • PL 4 GARAGiE °.SEPARATION Daobo 2x4 STUDS a 16' O.C. 2x4' PT. MUDSILL W/ i/2' DIA x 10' A.B. UT/ 3/16' x 2' X 2' WASFi 12 • 6' 0' oz.. 4 BOLT SHALL BE NOT LESS THAN 1 BOLT DiAI`1ETEFtS (3 -1/29 FROM CORNER .4 NO MORE THAN 12' PROM THE ENDb OF EACH INDIVIDUAL FOUNDATION SILL PLATE, t 1IN. 1' EMBEDMENT (1) - '4 CONT. FOR EA. 12' OF WALL 4' CONC. SLAB OVER 4' GRAVEL FINII FILL W/ 6x6 IU2.1 x W2.1 WIUM. IN SLAB. G _ '4 vERT. REBAR • 16' c.c. 3' MiN. (2)- '4 CONT_ REBAR DOOR FATS WITH NOT LESS TNAt4 (2) 5/13 x A.B. PLATES • BAR WALL OVER T MADE STEM WALL GRADE z io PT 2X16' PLATE W/ 5/8' DIA ANCHOR BOLTS (3 116' X 2' X 2 � WASSHE ( R) g 44 BOLT SHALL N0 ` E' 1 t .} DIAMETERS (4 -310') F9I`I CORNER AND NOT MORE THAN 12' PROM THE ENDS OF EAOH iN iviDUAL CATION SILL PLATE, MIN. 1' EMISEDMIINT 4' CONC. SLAB OVER 4' COMPACTED FILL W/ 6x6 - W2.1 x 1 MUM. IN SLAB. TYP. 8A5EMENT SLAB 4'I TYF. BASEMENT SL. A5 TYP. ='OST 4 -EAM DETAIL 2' RIGID INSULATION (R -t0) 24' MIN. (EXTRUDED POLYSTYRENE) (3)'4 REBAR - HORIZONTAL •4 REBAR • (2) - '4 REAR CCNTiMOLE 2x,6' PT. I WDSILL W/ 5/8' DIA. • 4' or._41J/:3xI6' X 2' X 2' WASHER) 4 1 .T &NALL 13E NOT LESS 11444 1 150LT DIAMETERS (4 - 3/89 FRa" 1 CORNER AND NOT t'foRE THAN 12' FROM THE ENDS OF EACH iNDIV(DUAL FOUNDATION SILL PLATE MIN. 1' ;EMBEDMENT (1) •4 CONT. FOR °EACH 12' OF WALL THERMAL SW-AK' 4' GONG. SLAM' OVER 4' GRAVEL FILL W/ 6x6 - 102.1 x t113 i WWI. IN SLATS R -Ii?) RIGID iN:S. • PERIMETER '4 VERT. • 16'04. W/ ALT. HOOKS \-2 - '4 CONT. REBAR "90 PELT POST BASA TYPE ANCHOR v5 R - 1`3 EMIT INSULATION OR INSUi2f. SUBMITTAL 0\1'4 SUPPOR BEAM PER PLAN F USE ST22 NORJZ: • BM. TO ISM. SPICE- - 2x6' CLEAT (EA SIDE) OR SIMPSON t-ITL TIE (PC TYPE) 4x6' SUPPORT 8 pp� g OR ELEvA D MIN_ ' BY. EARTH H ATI_D GRADE CONC. PtER-PER PLAN 6 MIL VIS EN (BLACK ONLY) CRANE DESIGN, Inc. Reserves All Legal Rights To Materiel This 9ltset - SubJect To Crum. Prosecution CONTINUOUS HEADER OR ST6236 • JOINT (-4DR AS PER PLAN) COLUMN CAP • MULLION HEADER CONNECTION - - - SEE PLAN FOR SIZE (2) 2x6 3T6236 TIE STRAPS CENTER ON JOINTS NAIL RILLY 2x6 STUDS • 16' O.C. 1_ 15' (MAY VARY - 5EE PLANS) A3 CLIPS • BASE TYAL MIN. 1/16' APA RATED SHEATHING NAILED ad • 4'oc (EDGES) t S' o.c.(FIELD) ALL EDGES BLOCKED UN.O. 2x6 SOLE PLATE NAILED i6d • 4' cc. STAGGERED DETAIL. "4" •ccN1RACTOR NOTE. AU Plnor•lons ahem — chScJaad And vorlfsd Prior To Constructkxt - -MIN. 1/16' APA RATED SHEATHING U.N.O. W! TYVEK. 30' FELT OR SIM. APPROVED vAF'OR BARRIER OVER 2x6 STUD WALL SOLE PLATE NAILED W/ i6d • S' O.C- - STAC{FRED, PROVIDE BLOCKING • RIM JOIST RN 4 FLOOR JOISTS AS PER PLAN FLY. SPLICE SHOULD BREAK ON COMMON MEMBER 8d * 4' O.G. * SOLE PLATE, RIM JOIST l TOP PLATE DBL TOP PLATES BAIT INSULATION (tYP.) 5/8' x 10 AB. • 36' O.C. W/ 3/16' x 2' x 2' WASHER (BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (4 -3/8') FROM CORNER, AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE 2x6 P.T. DF. MUDSILL Sd • S' O.G. GRADE - - _ - •4 REBAR CONT. HORIZ. • 12'o.c. •4 VERT. • 16'o.c 2x6 FIBBED WALL OR 2 X 4' STUDS W/ 2' AIR CsAP BETUJEEN STUDS 4 CONC. R -I9 INSUL. 4' CONC. SLAB W/ 6x6 - W2.1 x 11.12.1 IL/WM. ON 4' GRAVEL FILL. THERMAL BREAK R -10 RIGID INSULATION - "4 DIA. CONT. 3' UP - 3' IN FOUNDATION / RETAINING LUALL (IS' TO 4•-0' H1G-H W/ PONY WALL) NOTE: SOIL BAC KFILL ON EXTERIOR SHALL NOT EXCEED A HEIGHT GREATER THAN 30' ASV. TOP OF SLAB AT INTERIOR FLOOR ELEV. UNLESS ENGINEERED WALL DETAILS PROVIDED. CRIPPLES NAILED SNUG UP TO POST W/ I6d • 4' oc. GARAGE DOOR DRIVEWAY PER CONTRACTOR CONTINUOUS FOOTING 2 •4 CONT. REBAR { � I 1 :.: O O 5/8' DIA. x 10' BOLT • 36' OL. UL' 2x4 P.T. I-11JO ILL 5/8' DIA. x10' A.B. • 48' O.C. - 3 STORY (WHERE PLYWOOD USE 5/8' PIA x le* BOLT • 32 OG. W/ 2x4 P.T. MJDSILL) To Reorder Plan. r84 4548 -S42 TOP CF STEM to &L EYf f4D i 4' CO . St..A13 C3. d 4' COMPACTED FILL TH1 EO EDc SLOPE 3' N — •4 • 16' oc. ` - CONTINUOUS FOOTING PER PLAN GRADE 15EAM AT GARAGE It e® ®mot 12' I 1 - •4 DIA. CORT- 3' UP NON - BEARING SPEAR WALL FTC- 0 / 44 AIM OVER A ' GRAVEL FILL W/ 6X6- W2.1 x W21 (MUM. IN SLAB 2x6 STUDS • 16• CC. • 3 STORY, 2x4• I MlL. Vl$QEEN W! 1' SAND OVER • LIVING AREAS 2 •4 DIA 3'UP 2 OR 3' DOWN INTERIOR BEARING WALL ON SLAB TOP PLATES 4' BRICK VENEER .ter. HEADER - PER PLAN I/2' 6 BOLT Tt-p@fJ LEDGER AND INTO 1 -EADER • 3' IN FROM EAG-I EP SUPPORT WALL 4 VENEER 'BEYOND OPENING 2x6' STUDS NOT TO EXCEED 24' 0.C. 2x4• STUDS NOT TO EXCEED 16' O.G. 4 MINIMUM DOOR OR WINDOW OPEN1NCs TYP. NEAPE ' OPENING '' ENTRY (2) - 1 4 VERT. TIED W/ '2 TIES • S'occ. UJ/, ALTERNATE 1400KS SOLID GROUTED CORE ISFSCK ---IS GA. IMRE TIES IN BED JOINTS 4 ACCROSS CORE •MAX SPACE4G CF t PER 12' OF artiENstal M EACH DIRECTION 4 12'oc. VERTICAL. TYP. BRICK COLUMN AT ENTRY WALL TIES SHALL BE CORROSION RESISTANT, AND iF MADE OF SHEET METAL, SHALL WAVE A MN. THICK S6 OF 00030 N. (NO. 22 GALVANIZED SHEET GAGE) 8Y 3/4' OR IF OF WIRE, SHALL NAVE A MIN. DIA. OF 0J48 IR (NO. '9 BILi GAGE). WALL TIES SHALL BE SPACED SO AS TO SUPPORT NOT MORE TWAN 2 SQ. FT. OF WALL AREA SUT SHALL MCT BE MORE THAN 24' ON CENTER WORM. WALL TIES SHALL HAVE A LIP OR MOOK ON Ti* EXTENDED LEG TWAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCE WIRE 14A.v1Ir A DIA. OF 0J48 IN. (NO. 5 Bili ( ) OR EQIJIV, THE JOINT REINFORCEMENT SHALL SE CONT. WITI4 BUTT SPLICES BETWEEN TIES miztirrnED. AF ROVED PAPER SHALL BE APPLIED OVER THE' 31- IEAT14NG. AIR SPAS OF AT LEAST 1' SHALL BE' MAINTAINED SETUEEN T1E *SACKING AND THE VENEER SPOT BEDDING AT ALL TIES SHALL BE OF CANT MORTAR 6'CR8` - SEE PLANS Dapoo-aLat-dr- STEEL g L£D _ ER - L6'x3 I!2'x13/W A EXTEND 6° i5EY0 OPENING TO BEAR. ON \!ENEER • IV CONC. STEM LUAU , FOR $' -o' OR LESS SPANS CAN USE L 5%4 3 1/2' x 1f4' WOOD JOIST SYSTEM 3 MIN. SECTION SEAL WITH T'RJM OR CAULK FLASHING 3/8' DIA MEP HOLES 2' (I213) O.C. STEEL LEDGER TO REST ON BRICK IN MORTAR JOINT BRIM vENEER - ELEVAT?ON VIEW P.T. 404, POST W/ METAL TIES TO 12: • 1To . VERTICAL. 5' MIN. 3' MIN: s sosV tivt (If CRANE DESIGN, Inc. Reserve's All Legal Rights To Materlat Gh Thts Sheet - 947 lect Tc C-imssal Prosecution *CONTRACTOR NOTE, Ali Diew+sians BHali Sp Checked And verified Prior To Construction GENERAL NOTES: 1 GRAIL SPACE VENTILATION, MINHI HUM NET AREA, 1 Sa FT_ FOR EACH 50 562. Ft. OF FLOOR AREA. OPENINHCI5 TO BE P LACED AS CLOSE TO CORNERS AS PRACTICAL (MIN. 8' AWAY FROM ANY HOLD DOWN) AND SHALL PROVIDE CROSS VENTILATION ON AT LEAST TWO O ITE SIDES. 2 CRAM SPACE. UNOBSTRUCTED ACCESS, MIN. 18'x24'. 3 ATTIC VENTILATION, I/150 OF ATTIC AREA OR 1/300 F 1/2 IS IN 5OFF1T AND U2 IS 3' ABOVE PLATE LINE. 4 - ATTIC ACCESS MIN 22'x30' WITH MILL 30' HEADROOM, UNOBSTRUCTED, READILY ACCESSIBLE OPENING. 5. 1N ROOMS NOT PROVIDED 1111114 AN OPERABLE WINDOW OF LS SOFT. OR CATER, A MECHANICAL, VENTILATION SYSTEM, CAPABLE OF PROVIDING 5 AIR CHANGES PER I-IOL* SHALL BE PROVIDED. 6. VENT DRYER BATH FANS, AND RANGES /OVENS TO THE OUTSIDE. 1- GARAGE AND HOUSE OCCUPANCY SEPARATION MN_ I HR TAPED AND FINISHED. GARAGE AND BASEMENT SUPPORTS TO BE I HR. (5/S' TYPE 'X OR EQUAL) 8. TILE FOR SHOUTER SHALL BE 6' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKING. 9. ALL WATER CLOSETS TO HAVE 30' MIN CLEARANCE SIDE TO SIDE, 24' MN. CLEARANCE • FRONT. 10. EGRESS IN EVERY SLEEPING ROOM SHALL HAVE A MINIMUM NET CLEAR OPENING OF $.1 S . FT. THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24' MIN. NET CLEAR OPENING WIDTH DIMENSION OF 20'. BOTTOM CF OPENING SHALL NOT BE MORE THAN 44' ABOVE FLOOR II. FIREPLACE CODE COMPLIANCE PER UGC, CHAPTER 31 -B, AND LOCAL BUILDING DEPT. ALSO REBAR AS PER SEC. 3102_ 12. HEARTH EXTENSION'S - HE=ARTH SHALL EXTEND AT LEAST 16' FROM THE FRONT F. AND AT LEAST 8' BEYOND, EACH SIDE OF THE TIRE PLACE OPENNG. WHEN THE FIREPLACE OPENErKs IS 6 SR FT. OR LARGER THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20 N FRONT ., AND AT LEAST 12' BEYOND, EACH SIDE OF THE FIREPLACE OPENING. CONC. OR MASONRY MUST NOT ER SUPPORTED ON UIO00 FRAMING, 13. APPLICATION AND INSTALLATION OF INSULATION AND vAPOR BARRIERS SHALL COMPLY WttH THE 1991 STATE OF WASHINGTON ENERGY CODE. Id. GLAZING IN COMPLIANCE WITH SEC. 2406, UBC STANDARD NO. 24 -2 AND WASHINGTON STATE SAFETY GLASS LAW. EXCEPTIONS ARE AS OUTLINED IN SEC. 2406, UGC. t5. GLAZING IN LOCATION SUBJECT TO $ ULAN IMPACT SUCH4 AS GLASS ON 'DOORS, GLAZING WITHIN 24' ON EITHER SIDE C7F A DOOR OPENING, GLAZING CLOSER THAN 18' TO A FLOOR SHIO ER DOORS, AND TUB ENCLOSURES SHALL BE EITHER TEMPERED GLASS, LAMINATED SAFETY GLASS, SHATTER RESISTANT PLAS TIC, OR WIRE'FENFORCED GLASS FOR.SKYLGI -IT. 16. SLIDING GLASS DOORS TO BE SAFETY CxLAZIJG, LAMINATED, OR TErMF'ERED GLASS. I7. SHOWER ENCLOSURES SHALL 5E APPROVED WIRE REiED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. 18. GLAZING WITHIN IS' OF FLOOR OR LESS TO BE SAFETY GLASS. 19. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE E GAZED AND COMPLY WITH THE 1991 WASHINGTON STATE ENERGY CODE. 20. TREATED WOOD / WEATHER PER UBC SEC. 2306. 2I TI-118 OFFICE ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICS OF THE SOIL, NOR DOES THIS OFFICE vERI=Y THE ACCURACY OF THE ENGINEERING DATA SUPPLED BY OTHERS. WHERE SOIL APPEARS TO BE OF POOR QUALITY, A SOIL ENG. REPORT SHOW, BE SUPPLIED BY CLIENT_ CRANE DESIGN' HAS TAKEN EVERY EFFORT TO ENS THE ACCURACY OF THE ATTACHED DRAWINGS, HOWEVER IT IS TIE SPONSIt3ILITY OF THE CONTRACTOR TO CHECK ANTI" VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. 22. THE ATTACHED PLANS ARE THE PROPERTY CF CRANE DESIGN, NC. ANY REPRODUCTION OF THESE PLANS WILL VIOLATE COPYRIGHT LAWS. THE HOLDER OF THESE DRAWINGS MUST PAY A FEE FOR THE USE OF THE MATERIAL THEREIN OR BE SUBJECT TO LEGAL ACTION' BY CRANE DESIGN !NC_ ENERGY NOTES: ENERGY NOTES PER 1991 WASHINGTON STATE ENERGY CODE- PROVIDE AND MINI - M ADDED INSULATION LEVEL OF R -38 CEILINGS OATH ELECTRIC RESISTANCE HEAT R -30 CEILINGS WITH GAS HEAT R -30 VAULTED CEILINGS R -1$ WALLS (R -t3 W/ 2X4 CONSTRUCTION) R -19 FLOORS OVER UNHEATED SPACES R -10 AT SLAB PERIMETER INSTALLED HORIZONTALLY 24' UNDER SLAB. UAHEN CONCRETE FLOORS ARE WITHIN 12' OF GRADE. ALL GLAZING SHALL BE DUAL GLAZING AND Q. FT. OF GLAZING SHALL NOT EXCEED 21% OF GROSS FLOOR AREA FOR GAS t HEAT PUMP - 15% FOR ELECTRIC RESISTANCE. ALL OPENINGS AND JOINTS IN EXTERIOR WALLS MALL BE SEALED, CAULKED OR WEATHER STRIPPED AT LIMIT AIR LEAKAGE_ AN APPROVED vAPOR BARRIER SHALL BE PROPERLY INSTALLED M ROOF, IN ENCLOSED RAFTER SPACES, FORMED U14ERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, ALSO IN EXTERIOR WALLS. INSTALLED .6 NIL C VISQUEEN GROUND COvER. LAPPED T -0' AT JOINTS AND EXTENDED UP TO FOUNIDATION WALL (REQUIRED AT ALL CRAWL SPACES). HVAC EQUIPMENT SHALL BE SIZED NO GREATER THAN 125% OF DESIGN LOAD AND A MINIMUM RATED OUTPUT OF 15%. TI-EIRMOSTATS CONTROLLING HEAT SUPPLY TO MORE THAN ONE ROOM SHALL HAVE A HEIGHT SETBACK FIREPLACES SHALL BE P3OVIDE.DWITH, A. TIGHTLY FITTING FLUE DAMPERS. B. READILY ACCESSIBLE MANUAL OR AUTO CONTROLS. SHOUTERS SHALL HAVE A FLOW CONTROL DEVICE TO LIMIT FLOW TO A MAX_ OF 2.5 GPM PER SHOWER HEAD. WATER HEATERS ARE REQUIRED TO BE LABELED AS COMPLYING, W/ NAECA 1981 ELECTRIC WATER HEATERS LOCATED N UNHEATED SPACES SUCH AS GARAGES TO BE tNTALLED ON AN INCOMPRESSIBLE INSULATION (R -I0 MIN.). To Reorder Plans W800JB48 -542i STRUCTURAL NOTES: I_ DESIGN LOADS (vER.IFY SNOW LOAD PER AREA) A ROOF LtvE LOAD 25 PSF (TOTAL LOAD 31 PSFXWITIL E 45 PSF) B_ FLOOR LIVE LOA D 40 PSF (TOTAL LOAD 50 PSF) G_ SEMMIC ZONE 3, V.0.14W D. tUND LOAD 22 PSF E SOIL BEARING CAPACITY 2000 PSF ASSUMED. SOIL REPORT RECTO ON ANY QUESTIONABLE SOIL_ (1200 DEFAULT FOR CITY OF KENT) 2_ FOUNDATIONS A A55U MAX SOIL BEARING CAPACITY 2000 P5F UNDISTURBED CWT. (1200 FOR CITY OF KENT) B_ POUR RESE>ATIONS ONLY ON UINEXSTt SOIL (VERIFY) C. t14 ER FLOOR SLABS COMPACT FILL TO 95% tt1O. 3_ CONCRETE A_ FOLMATKJNt3 AND FLOOR SLAB CONCRETE SHALL BE EQUAL TO (2900 TRIP. MAXIMUM WATER TO CEMENT RATS S-1/2 SACKS CP CEMENT PER CUBIC YARD OF CONCRETE AND 6 -314 GALLONS WATER PER 34 LIS SACK OF CEMENT- 2500 Psi ASSUMED COMPRESSIVE STRENGTH AT 2H DAYS. X SACK MIN/LU. YD. 8. MI4NI31 COVERAGE Of STEEL, 3' BOTTOM, 2' SIDES, 1 -I/2' WALLS. FOR SOIL, SEE CODE MERE SOIL NO PROBLEM. G_ EQUIVALENT FLUID Pte, MIN. 39 PER CUBIC FOOT 4. REINFORCING STEEL A ALL REs STEEL Si -FALL DEFORMED NTEDIATE GRADE, BILLET STEEL - 4 UPI Ams -"t2 GRADE 4415, NOT, CLEAN AND FEE CF DIRT_ IS. SPLICE WI-ERE LOCATED AND APPROVED SHALL BE A MINIMUM CF 12 NO4E13 (2500 P51) 0e 3O aAR s'3 (C 0 • 20 Pei 4001A.) G ALL RESFORCF> lEs SHALL BE TIGHTLY TIED AND SUPPORTED DURING CONSTRUCTION. D. WELDED UAL I• -;ES14 SHALL BE 4511 -4183. 5_ WOOD A PER t:BC SEC. VASS B_ - SEE PLANS FOR ALL SIZES AND SPECIES. C. SEE FLANS FOR PLYWOOD_ 6_ STRUCTURAL STEEL ALL STRUCTURAL STEEL 55t4ALL BE A5TM A36, NEW, CLEAN AND FREE OF RUST. PIPE COL. SHALL BE AS/T1 a53, GRADE B OR AWL, A36 STEEL. (ALSO.) 1 5TIRJUCRUR4L PRATING A ERASING TO BE 31 COFFLIANGE WITH UDC SEC. 2320 B. PROVIDE NAILING TN ACCO 1111111 U5C SCHEDULE 23 =043-1 STRUCTURAL ENG. SPECS TAKE P/RECEDIENCE OVER NEN. NAILING SCHEDULE AND OTHER GENERAL SPECS. C. PROVIDE SOLID ISLOCKE G AT JOIST SUPPORTS AND BEARING PARTITIONS. D. PROVIDE BRIDGING OR ELOCK1t AT 1110 5PAN OF ALL SPANS OVER 0 FEET. E. USE APPROVED JOIST WANSERS WHERE REQUIRED_ EIRIDGNCs IF CEILINLa UNFINISHED. F ROOF MISSES, SIZES TO 13E vERIPIED. DETAILED AND FABRICATED BY MISS MANAFACTUZER INSTALLATION AND BRIDGING SHALL BE PER MANUFACTURER'S SFEEIFICAT10NS AND ISTRUCTIONS. ALL TIWISSE13 DESIGNED MIST Be STAMPED $Y LFC. LIL& STATE PE. CARE MUST BE TAKEN DORM ERECTION BY BUILDER TO NOT OVERLOAD MISSES WITH BUILDING MAT. t TO ADEQUATELY BRACE TRUSSES_ S. STUD WALLS A USE 2x6 l4'•2 STNS AT 16' OC. (24` O MAX.) PER 18C 2320 W/ 2x4' CONETIRUCTION, SPACING NOT TO EXCEED 16' 0 .C. UV STORY STRUCTURE 2x6' STUDS MUST SE USED • LOWEST LEVEL W/ ACw`s NOT 10 LIONEE'D 16` 00. B. DOUBLE TOP PLATES °SHALL. NAVE JOINTS STAGGERED: NOT LESS THAN 4 FEET. N1 . NAILING OF t3-1641 • 48' MN. LAPS • EACH SIDE CF JOINT W/Ibd • 12' O.C. BETWEEN PLATES FOR EXT. t TNT. LONG WALL (2 t 3 STORY BLDG.). 5. ROOFING APPLY ROOFtNG IN ACCORDANCE WITH UBC. SEC. 1503. B. PROVIDE ATTIC VENTILATION A5 INDICATED ON ROOF FRAMING PLANS. t SECT. S05. FLOOR D1APHI?AC>t: MINIT1 1 79/32' THICKNESS APA RATED TCNGIE 4 GROOvE SHEATHING WITH 10e1 NAILS • 6' O.C. AT SUPPORTED SHEATHING PANEL F..DGES AND I0 OZ. AT INTERMEDIATE FRAMING ?-t-RS (SEE ARCH. PLANS AND / OR ORAL NOTES FOR REG'S). SF'ECIFICATIONS: TE A7' S SPEGFk T,0. -10Ni : I. USE 2,500 P54 CONCRETE SPECS AT 78 DAYS. 2000 PST MAY BE USED BUT RECOMMENCED HIGHER STRENGTH, 2. USE ASTM. ACs18 -6B OR EQUAL GRADE 40 REAR LAPPED 30' 71St AT SPLICES, CORNERS t INTERSECTIONS. F 2000 PSI CONCRETE, LAP 40' DIAMETER t11N. i_ THE TRUSS MANlFACTURFR SHALL PROVIDE ALL DESIGN AND ENGINEERING WITH WASHINGTON. STATE PE. STAMP ON DESIGNS. DURING ERECTION OF TRUSSES. THE !SOLDER SHALL TAKE CARE TO ADEQUATELY BRACE TRUSSES 4 ALSO NOT TO OVERLOAD THEM WITH EXCESS eWLDINHG MATERIALS. DCoo- aLi q PEA�\j GEMS °1 CGaNECTION NAILING L Joist to ant or ` irder, toenail 3-0e. 2. Bit- - - - to ohs t toenail each and 2 -8d 3. i' x 6' (25 min x 152 nm) eubtloor or .lees to each Joist, face nail 2 -80 4. Wider than 1' x 6" (25sitn x 152mm) eubfloar to each joist, face nail 3 -8d 5. 2" (51isnl eubf°loor to ,foist or girder, bland obi face nail 2 -I6c1 6. Sole plate to Joist or blocking, typical face nai! ibd at 16' (406mm) oc. Sole plate to Joist or blockJng, at braced wall panels 3 -16d per l6' (406nsn) 1 . Top plate to stud, end nail 2 -16d B. ' - to sole -late 4 - ad, toenail or 2 -16d, and nail S. EJoubts Studs, face nail ibd at 24' (610mn) o.e. 10. Double top plates, typical face nail led at 24' (610mm) oz. Double top plates, lap splice 8 -ibd i{ Clocks leetuleen alerts or rafters to top plate, toenail 3-8d 12 .: Rim - st to top plate, toenail 8d at 6' (1521i11) ot. 13. Top plates, taps and intersection, face nail 2 -t6d 14. Continuous header, two pieces ibd at 16' (406am) o.c. along each edge 15. Calling rotate to plate, toenait 3 -8d 16, COntinuous header to stud. toenail 44 -8c1 11. Gasps Jvtet, laps over partitions, face nail 3 -i6d 18. Coifing joists to paraflei rafters, face nail 3 -16d I. Rafter - ta.platee,.tosnall 3.84 20,;,r (25min) bracoto eef6!'n:steel and plats, face nail 2 -0d 21, l' x 8' dames st 23eila) a heriathtttg Or foss to each bearing, faze nail 2 -001 3 thin 1". .x C3lesis x ? nn) eheilthate to mach bearing, face nail 3 -0d 23. Elalt-tereOrner studs d at 24' (I610min) oc. 24. Built -up girder and beasts 20d at 32' (813m& or. at top and bottom and eta 2 -200 . at ends and teach splicer 2'? 2'(Slien) punk 2 -16d at. each bearing 26, Wood structural pellets and particaaaoard: Subfloor, roof and wall sheathing (to framing): (1 inch . 254ami) I/2' and leas fed" !3/32' - 3/4" ecf 6da 1a8" : r 8a t swat- ±;. i :g f t0d 801 2't. siding) rto frentingx la' (See) or Wee ede 5is'' (Iwfstsnt) od a' l�oa! .ehelat1Mnge l VT (3mm) No. 11 e a No. 16 gee 25/23 -'. (20ianr) Na. ii gal? No. 16 29. interior 1 i/4' (6.4mm) 44 5 O 3f8' (Seen) 6dil et ink Sleeerves Ali Legai' To Materiel on 7txs *wet - Subject To criminal Prosecution TALE 23- 11 -5 -I - NAILING SCHEDULE 1 Cc+tnanon or box natio maybe used except where othsrtwse etated. cad at, 6 ' (ig ° ' ) on e�nnnter at , 12 Indies (305nm). at i late aft a spars are 48 inches (f or er nil's ,' t t}�i�s Cia✓in,I..ss, a supe�rta sp refit .,..Pr For na ftirlg CFi''wood btar+sctWSAI and parllcalboard reap/rages and shear mlrls, meter to Section 231 and 2354 Is for wall sheathing may be common, box or casing. "common or elefi:n eed shark ;Common. "Deformed shank *Corrooton- resistant siding or casing nails conforming to the requirements of Section 23043. TFaerteriers eirea,ced 3 inches (160e) on center at erxterior edges and 6 inches (i52mm) on center at Intermediate supports. eiCorrosion-resietant roofi nails with 1/16- Inch - diameter (n) head and I i/2 -inch (38mm) length fax I/2 -inch (13tim) roofing (Wen) and 1 3/4 -inch (44mm) length for 25/32 -Inch (20mm) sheathing conforming to the requirements of Section 23043. "Corrosion-resistant staples with nominal 1/16 -inch (Them) crown an I 1/8 -inch (29mnr) tenth for 112 -inch (13se'n) sheathing and 1 I/2- inch (30m) length for 25/32 -inch (20em) ehsathing Se of its a 16 inches of Section 23043 conforming requirements tempo (406mm) 20 inches (508mm) If Mtrea';ngth axle In the torte direction of the panel, xw a 0th marked -Casing or finish n alter aced 6 in s B2nm1) on panel edges, 0 sidles les (3 n) at kttionsediate (supporta n Panel erup is at 24 inches (610mm). Coming or finish nails-spaced 6 rnehee (I52erm) c n panel w h 'edge*, 12 inches (3O5nm) at nt fl r,dtete supports. TABLE 23 -Ii- 3- 2 -UJOOD STRUCTURAL_ PANEL ROOF SHEATHING NAIL!NG SGNEDULE i App ftee only to mean roof heights up to 35 feet (10 100 me): For mean roof heights over 35 feet (10 100 sea the nailing shall be deeigneted. 2 The roof fastening zones are shown to the right. 'Edge spacing oleo applies over roof framing at gable -end wailer. 'arse Sot rte} shank nails in title more if mean roof height I. gresateterJ,hsari 25 feet (1600 ism). P ni**Iore shalt He Ch ria4id vsrtfes01 Prior to, enn►ttuntlor,. MECHANICAL: SOLIDFUEL BURNING APPLIANCES Soled fuel burning appliances Include airtight stoves, fire places stoves, room 1°i tars /fir+ atacese stoves, factory -bunt fireplaces, and fireplace Inserts. Unless otherwlee adopted by King County, all solid fuel burning appliances shall comply with the provterons of Section 304 WIC_ WEATtNG Each dwell unit shall be provided with heating fact1tties capable of maintaining 101P at a point 3' above the floor In all habitable rooms when the outside, temperature is as wet forth in Section 302 WS.EG. Section 310.11 U.C. A Fuei burning equipmetrit located wtthtn the building envelope (constructed under the W.SEC.) shall obtain coQ* union air from outdoors, meeting the provisions of Section '1R3L1, 1012 UMC. NOTE, OUILDNc3 Et4VELOPE The elements of a btanding which enclose cotieattioned spaces throu01 which than,na l energy may bet trannstert. ( to or from the exterior. Section 20! ULSEC. 13_ Fuel- burning equipment. located outside the building envelopes tall meet the provisions of Sacttci't 601 LHL. C. toCatlon and 'source of combustion air, rafere Section 602. 603, 60 4, 60+6 U.M.C. All iFarni -air Aeneas shell' be listed and labeled an approved ipproved agency and retailed to *tied spmtclflcattons.'Sectto+i. Appliance* Intended for Installation to closets, alcoves or confined spacers shall bar to listed. erection 3042 UM.C. -SW : Ruriaes.shall bee metalled to a rooms wised of to be used ocm ,ligitfr000t o1osst ex to any- :er spac ace.. e ace nl y 7E>Bt ai spur& ,,..t t-dtrerct ,,,,are rereads*, enalgsed furnaces and tacssla, &section 3185 ukk. ' :e shall be installed in .a: ciao or alcove leers Ian 12' Wider warm ltieirt t flareles Inetelled each o 1181811 n clear trotightff Spit, tats than 3 ' xte the sleds ;' beck Ana top of the fie Section r 4 1 # 3R Liquefied petraleeter, ass- foueni appliances shell neat bee installerd VI a pit. baeersent, mr Messier location where b avian -t tart =air gannight sSollect_ A iffir es ,e not be installed in' ari :above-grade toy* floor apace ;or bit aegie»t ui1l i !t 1pCatton is provided with An approved CeSr reitrte�vaa9 c8 'Se1a3 -Section 304* lilies (Appreava1 nit cootkig a4titpm leacatesd to a garage a<nd uae glow,' l ark or flame capable of tt g ft and Brit #l alattt ersa s ah w ith the pilots and'btxnsrs ear -h Inter estemernte ea ' the floor level- Section' 3002 tJTK.0 -' Fire damper. manic fiOt be inn 51 iii as : duets astty rav tl or calf separating a .rent fG!0ti Dluls&7fe 3 $ O* e ($t ! tston t occtep 1�rrovideed aura dupter c Do ?e e :;' steest: ft s ricat Tats' tt aft 0 Unci'n 5'3 and hove Unto sae doer'3QJ2:4 tl €�. sheet gauges) nd a eapesn#�s garage, U 1- .furnace tnstatlatiotas to attics or •crawl Ali comply With Section 31$ and 320 U3M.C. c rTeirecc' (c''syer, range, cis..) designed to be vented Neill be connected to a venting' eyetem dying with Chapter $, tlliG. Even factory built ch mney, type L vent, Tie ;13 gee vent or Type SW gas vent ishall be installed in accordancot with the ternoe of its : luting, manufacture's ►rent- ruction and the applicable provisions of Chapter 6 lil1C. ve C TW e sha lnetalianci wile space a teak i the app to toc;ated Cal and siv be lt be cone toga to ithin ai coney P cr vent or are M sucli in a trarxaer aw to iancee ma intain the clearance to confoustibleee per Section SS, and Table 3 -C, UMO. DUGTEIkJII A. Puct systems shall be of metal as set forth In Tables Nos. firA. e.-B, 4 6 -C or factory -made air ducts complying with Chapter 6 UI1C. Pi. Jotrtts and seaO& shall be substantially airtight, 601h Table 4o. 6-4 (rectangular' ducts) and Table Nok -B (flat, oval, . and round clucte), UlN C. C. Installation of -ducts whatt comply with Secttcn 6°3 WIC- D. Duct. Insulation shall be..inetatted' to accordance with WS.E.r. Table 4 -16, awmai enr . ---5 OvERFT. (iNCLUNDNNG 1 FT. WATdCs fl 11 ■time _ i r1 ROOF RI* NV *..) ROOF FASTENING ZONES GENERAL: t. PILOTS, OWNER WEATiNG ELEMENTS t St1RTC1-1ES OF TIC FURNACE AND 14BI se -4OCj! BE A MINIMUM Of 18' ABOVE ll E GARAae FLOOR TFESE swami) ALSO DE PROTECTED AGAINST ANY v€HtCULAR COLLISION. 2. EXiT DOORS SMALL BE OPERABLE MOM TI-E ASIDE 0f14 A NIGHT Lki4T, DEAD 8CLT OR MONETT Gi4AIN PICUNTED AT A, HE1CSHT dF' Oats• t^IAXIPU1 ABOVE FINISHED FLooIZ 3. ALL WOOD 114 CONTACT WITH c1 OONCRETE OR MASONRY S cEIL.D BE PIRESASE TI:tEATED WOOD AND BRAN BY AN APPRovED 4. L,.1V1l G ROOM CEol14G 15 24' AISOVE 1 3t ICH L4 TO WEEPING ROOMS, A ;M OETECT ! ; t&LLEY, AT THE 'HIGHEST PI NT 13. AR DUCTS PASSING THROUGH GARAGE WALLS ,' i=LOOf2 OR CEILING ARE TO BE t40. 26 GALvANiZED STEEL WITI4 No OPENINGS INTO THE EnARAc3E. 14. L,NolN 3 OUTSIDE TO BE NO MORE THAN 1' 1:3E1 OW TIC THRESHOLD. 15. INTERMEDIATE RAILS TO BE NO MORE THAN 4' APART. 16. STAIR HANDRAILS 4WD 14AND GRIPS 405 TO WAVE iI /4' TO 2' CROSS SECTIONALS AND RETURN TO WALL. (CONTINUOUS) r1. 5js' TYPE "x' Giup. UNDER ALL Stair WELLS AND pGIi 1 E LA'C'ER F . STRINGER SPACING t$ t'Io TFIAN'16'oo. le. WATER HEATERS ALL OE S1z_ NIM1CALt�:°Y STRAPPEI, AT A OF I LOWER STRAP SNALL "n 4 4 4 1> S' AeavE 5. RECESSED LIGHTS FIXT1441ES SHOULD OE GC RATED AND eNcLostivie LINED t uTH ;4. 1'1` G.i a TAE AP i 1S 1 6. ALL DriCTFi ,PL. 4 - oeti1RE #11 ALOHA 44 - l4EA#L S}? L € F'44Q1"!t � >Itilr fi4LLattTl�By 5i- IC2iM..D I°�.'�ALLX:tt'.A'�SD PT TWOSE INISIALLIED H> cal itiALLe o iN A SPACE Nor 08E17 TO' 1. DRIER tioteZtJRE EX 4.4t,18T DUCT eA4J tarn A TOTAL CF GG3i`M +ED 1QRIzatTAL AND VE1RT- 1CAL' E»ECTIVE 1..13 OF 14' - 0'. 8 MAsoNfty Fwtspi BE PIROVIDE' 111T14 A TIGITTLY Frrroia Pus 'D ER AND` A READILY C€?AL Aid arlINDE S OF is PRe VIC _ ISM .et DUCT $41. DUCT- ' INCHES 1 A AND - "�1 ARC _ R6A DILY OPERABLE DAMPER A6 ER SECTION 4e2 CC ME 1045141NOTCN STATE VENTILATION CODE. REF. SEC. 3102. ti#30. 3. tLL4TER HEATERS LOCATED IN TIC GARAGE OF 1.041EATED FLOOR ARE TO 13E O05TALLED 0 I1 - ' S$t8LE )HALATION. l(d 14QT Atop COLD WATER NEATER PIPES i1J THE GARAGE SHOULD BE 'TED W f T 4 4 MNI MUK IS-3 INS iL. WITH A NAME SPiSEAD'OF 215 OR LESS. lI SURROLIW,13 ARE TO SE . A 9"IODT 4,14ACZp 'A1 .t6 oft &SPA E Nen LESS MAN 10' ABOYE Ti•E DRAIN -*LET. 12. G' rF'eSt t WALL BOARD SACKING USED FOR TUO OF SHOWER ENCL- OSURES SHOULD SE OF A WATER RESISTANT MATERIAL. CO NOT NSTALL OVER VAPOR BARRIER ON WALLS OR CM THE CEILING_ IytAACTUtRER" TO PRO- VIDE 'f: HOLES N EACH WINDOW N EAC 4 HABITABLE ROOM. (. AtTic vE rT1LATtON AS PER SOS-3. us , SEE VENTALATIONS I-AL* 1 t1 Ail -F TIDED. Z. vENT OFEN SHALL. BE COVElOgatlinl CORROSION RESISTANT Witt ME,644 WITH °PENT$ S OF I/4 SO_ NCN p1`W1ENet, t . 3. ROOF VALLEYS TO 14AVE 28 GAIIGE GALVANIZED FLAS1 -IING. 4: WOOD SHINGLE OR SHAKE TO 11 INSTALLED PER 1e391 USC CHAPTER to 's TAeL> 15 -15 -2. 5. ;AGP14AL.T' SHNGL E (COMP) TO 'I'VE 114STALLED PER 5891- ti('JC Ct-IAPtEre Ib 4 TABLE 15 -13-1. 6. 22?x30' ATTIC ACCESS TO i PROVIDED FO EACH SEPARATE ATTIC AREA WITH NO LESS THAN 30• FOR HEADROOM. ATTIC ACCESS DR TO t4AvE R -30 INSULATICN MihliF t1 R-t. AND UEATNER STRIPF''EP. HARARE TO PROVIDE TIGHT CLOSURE. 1. TRkJSSL9 TO BE DESIGNED AND STAMPED I3Y A' t11ASk11Nara4 STATE STRUCTURAL Et'40114EER- CALCU ..ATIONS ARE TO eie Stem tTTEp °FOP? CODE COh1FLiA1 •E PRIOR to F4eP ICATtcN OR PER- MIT ISSUANCE, :000- aL+y 8. APPROVE!, RANGERS TO BE USED AT ALL COl ECTJGNS' OF RAMER& JACK OR 1IP TRUSSES TO 'NE MAtP1. GIRDER TRUSS. TRUSS MA*,FAGTURER TO PRO- VIDE TYPE. 3. NONBEARING WALLS SHOULD BE t LD : POUR FRO THE miss TO BOTTOM C4401410 WITH AN APPR- OVED FASTER TO INSURE TRUSS SOT I Cl- RD WILL NOT DEAR ON HONSEAt?21W3,U 4LL- 10. ROOF TO BE ANG440RED TO RE- SIST NET wktE UPLIFT LOADS USE 5It 1PSC 4 •N• Az -cWoR OR EQUIVALENT. 11. 'Re.t v WILL NOT ISE FIELD ALT - ERED WITHOUT PRIOR teuILDING OEpARTNENt A FRQvAL cv SIG- t CALCUL.ATtON8. 12. TRUSSES SHALL 14,4vE DETAILS AlilE? -8 ON 517E ,rte FIELD tt`.Tie 13. PROP PE SAD MOCKING Pei¢ suPPosirs. 14_ S6#ADEO Attt2 A8 ■ FRAME OVER Wm-1 2,50 RAFTERS e 24'o.c. FOUNDATION: t..G4LYAN(ZED METAL FLASF41NG TO BE 'INSTALLED SETUEf COP TE GLASS, AND WOOD MATERIAL AT EXTERIOR FORMES AND LANDINGS TO Rini JOIST. 2.CONCRETE PIER PADS SHOULD PROJECT AT LEAST 6' ABOVE GROUND UNLESS PRESSURE TREATED MATERIALS ARE WED_ SECTIONS: I. ALL EXPOSED D INSULATION MATER- ER- A APOR. L6 MCI,. RRS ACI$t SUCi4 Ae V OR tuE4Tl �Rks'b PAPER a -D HAvE PLsAm SAD /SMOKE DEVELOPED RATiNG 9440U*4 ON 25/450 OR Less. NOTE: ALL INFORMATION FROVItRED ON TI-HS SHEET 15 PER THE STATE OP WA INCsTON ISS-1 lascf t VERIFY LOCAL COPES fir G caNSTRI=TIoN IS iN OTI -EER THAN WA. STATE. PER*�S G ,N -co'k - mooF FASTENING ZONE I 2 1 3 /stein (Ir cfee e s ems) WIND Mai • . NA PANEL LOCATION X '23:4 FOR min Greater non 9O' mph (145 ad csrmncri ftnnel edge. 6 b 4 ksvh) Farrel field 6 6 64 Greater than 80 mph (t29 8d common Panel eidgese 6 i6 4 km/h) to 90 mph (145 km/h) Panel fleikti 12 6 6 80 mph (I29 'km/h) or less 8d eo±rmie9rl pane( and ' b 6 b Panel field 12 12 12 et ink Sleeerves Ali Legai' To Materiel on 7txs *wet - Subject To criminal Prosecution TALE 23- 11 -5 -I - NAILING SCHEDULE 1 Cc+tnanon or box natio maybe used except where othsrtwse etated. cad at, 6 ' (ig ° ' ) on e�nnnter at , 12 Indies (305nm). at i late aft a spars are 48 inches (f or er nil's ,' t t}�i�s Cia✓in,I..ss, a supe�rta sp refit .,..Pr For na ftirlg CFi''wood btar+sctWSAI and parllcalboard reap/rages and shear mlrls, meter to Section 231 and 2354 Is for wall sheathing may be common, box or casing. "common or elefi:n eed shark ;Common. "Deformed shank *Corrooton- resistant siding or casing nails conforming to the requirements of Section 23043. TFaerteriers eirea,ced 3 inches (160e) on center at erxterior edges and 6 inches (i52mm) on center at Intermediate supports. eiCorrosion-resietant roofi nails with 1/16- Inch - diameter (n) head and I i/2 -inch (38mm) length fax I/2 -inch (13tim) roofing (Wen) and 1 3/4 -inch (44mm) length for 25/32 -Inch (20mm) sheathing conforming to the requirements of Section 23043. "Corrosion-resistant staples with nominal 1/16 -inch (Them) crown an I 1/8 -inch (29mnr) tenth for 112 -inch (13se'n) sheathing and 1 I/2- inch (30m) length for 25/32 -inch (20em) ehsathing Se of its a 16 inches of Section 23043 conforming requirements tempo (406mm) 20 inches (508mm) If Mtrea';ngth axle In the torte direction of the panel, xw a 0th marked -Casing or finish n alter aced 6 in s B2nm1) on panel edges, 0 sidles les (3 n) at kttionsediate (supporta n Panel erup is at 24 inches (610mm). Coming or finish nails-spaced 6 rnehee (I52erm) c n panel w h 'edge*, 12 inches (3O5nm) at nt fl r,dtete supports. TABLE 23 -Ii- 3- 2 -UJOOD STRUCTURAL_ PANEL ROOF SHEATHING NAIL!NG SGNEDULE i App ftee only to mean roof heights up to 35 feet (10 100 me): For mean roof heights over 35 feet (10 100 sea the nailing shall be deeigneted. 2 The roof fastening zones are shown to the right. 'Edge spacing oleo applies over roof framing at gable -end wailer. 'arse Sot rte} shank nails in title more if mean roof height I. gresateterJ,hsari 25 feet (1600 ism). P ni**Iore shalt He Ch ria4id vsrtfes01 Prior to, enn►ttuntlor,. MECHANICAL: SOLIDFUEL BURNING APPLIANCES Soled fuel burning appliances Include airtight stoves, fire places stoves, room 1°i tars /fir+ atacese stoves, factory -bunt fireplaces, and fireplace Inserts. Unless otherwlee adopted by King County, all solid fuel burning appliances shall comply with the provterons of Section 304 WIC_ WEATtNG Each dwell unit shall be provided with heating fact1tties capable of maintaining 101P at a point 3' above the floor In all habitable rooms when the outside, temperature is as wet forth in Section 302 WS.EG. Section 310.11 U.C. A Fuei burning equipmetrit located wtthtn the building envelope (constructed under the W.SEC.) shall obtain coQ* union air from outdoors, meeting the provisions of Section '1R3L1, 1012 UMC. NOTE, OUILDNc3 Et4VELOPE The elements of a btanding which enclose cotieattioned spaces throu01 which than,na l energy may bet trannstert. ( to or from the exterior. Section 20! ULSEC. 13_ Fuel- burning equipment. located outside the building envelopes tall meet the provisions of Sacttci't 601 LHL. C. toCatlon and 'source of combustion air, rafere Section 602. 603, 60 4, 60+6 U.M.C. All iFarni -air Aeneas shell' be listed and labeled an approved ipproved agency and retailed to *tied spmtclflcattons.'Sectto+i. Appliance* Intended for Installation to closets, alcoves or confined spacers shall bar to listed. erection 3042 UM.C. -SW : Ruriaes.shall bee metalled to a rooms wised of to be used ocm ,ligitfr000t o1osst ex to any- :er spac ace.. e ace nl y 7E>Bt ai spur& ,,..t t-dtrerct ,,,,are rereads*, enalgsed furnaces and tacssla, &section 3185 ukk. ' :e shall be installed in .a: ciao or alcove leers Ian 12' Wider warm ltieirt t flareles Inetelled each o 1181811 n clear trotightff Spit, tats than 3 ' xte the sleds ;' beck Ana top of the fie Section r 4 1 # 3R Liquefied petraleeter, ass- foueni appliances shell neat bee installerd VI a pit. baeersent, mr Messier location where b avian -t tart =air gannight sSollect_ A iffir es ,e not be installed in' ari :above-grade toy* floor apace ;or bit aegie»t ui1l i !t 1pCatton is provided with An approved CeSr reitrte�vaa9 c8 'Se1a3 -Section 304* lilies (Appreava1 nit cootkig a4titpm leacatesd to a garage a<nd uae glow,' l ark or flame capable of tt g ft and Brit #l alattt ersa s ah w ith the pilots and'btxnsrs ear -h Inter estemernte ea ' the floor level- Section' 3002 tJTK.0 -' Fire damper. manic fiOt be inn 51 iii as : duets astty rav tl or calf separating a .rent fG!0ti Dluls&7fe 3 $ O* e ($t ! tston t occtep 1�rrovideed aura dupter c Do ?e e :;' steest: ft s ricat Tats' tt aft 0 Unci'n 5'3 and hove Unto sae doer'3QJ2:4 tl €�. sheet gauges) nd a eapesn#�s garage, U 1- .furnace tnstatlatiotas to attics or •crawl Ali comply With Section 31$ and 320 U3M.C. c rTeirecc' (c''syer, range, cis..) designed to be vented Neill be connected to a venting' eyetem dying with Chapter $, tlliG. Even factory built ch mney, type L vent, Tie ;13 gee vent or Type SW gas vent ishall be installed in accordancot with the ternoe of its : luting, manufacture's ►rent- ruction and the applicable provisions of Chapter 6 lil1C. ve C TW e sha lnetalianci wile space a teak i the app to toc;ated Cal and siv be lt be cone toga to ithin ai coney P cr vent or are M sucli in a trarxaer aw to iancee ma intain the clearance to confoustibleee per Section SS, and Table 3 -C, UMO. DUGTEIkJII A. Puct systems shall be of metal as set forth In Tables Nos. firA. e.-B, 4 6 -C or factory -made air ducts complying with Chapter 6 UI1C. Pi. Jotrtts and seaO& shall be substantially airtight, 601h Table 4o. 6-4 (rectangular' ducts) and Table Nok -B (flat, oval, . and round clucte), UlN C. C. Installation of -ducts whatt comply with Secttcn 6°3 WIC- D. Duct. Insulation shall be..inetatted' to accordance with WS.E.r. Table 4 -16, awmai enr . ---5 OvERFT. (iNCLUNDNNG 1 FT. WATdCs fl 11 ■time _ i r1 ROOF RI* NV *..) ROOF FASTENING ZONES GENERAL: t. PILOTS, OWNER WEATiNG ELEMENTS t St1RTC1-1ES OF TIC FURNACE AND 14BI se -4OCj! BE A MINIMUM Of 18' ABOVE ll E GARAae FLOOR TFESE swami) ALSO DE PROTECTED AGAINST ANY v€HtCULAR COLLISION. 2. EXiT DOORS SMALL BE OPERABLE MOM TI-E ASIDE 0f14 A NIGHT Lki4T, DEAD 8CLT OR MONETT Gi4AIN PICUNTED AT A, HE1CSHT dF' Oats• t^IAXIPU1 ABOVE FINISHED FLooIZ 3. ALL WOOD 114 CONTACT WITH c1 OONCRETE OR MASONRY S cEIL.D BE PIRESASE TI:tEATED WOOD AND BRAN BY AN APPRovED 4. L,.1V1l G ROOM CEol14G 15 24' AISOVE 1 3t ICH L4 TO WEEPING ROOMS, A ;M OETECT ! ; t&LLEY, AT THE 'HIGHEST PI NT 13. AR DUCTS PASSING THROUGH GARAGE WALLS ,' i=LOOf2 OR CEILING ARE TO BE t40. 26 GALvANiZED STEEL WITI4 No OPENINGS INTO THE EnARAc3E. 14. L,NolN 3 OUTSIDE TO BE NO MORE THAN 1' 1:3E1 OW TIC THRESHOLD. 15. INTERMEDIATE RAILS TO BE NO MORE THAN 4' APART. 16. STAIR HANDRAILS 4WD 14AND GRIPS 405 TO WAVE iI /4' TO 2' CROSS SECTIONALS AND RETURN TO WALL. (CONTINUOUS) r1. 5js' TYPE "x' Giup. UNDER ALL Stair WELLS AND pGIi 1 E LA'C'ER F . STRINGER SPACING t$ t'Io TFIAN'16'oo. le. WATER HEATERS ALL OE S1z_ NIM1CALt�:°Y STRAPPEI, AT A OF I LOWER STRAP SNALL "n 4 4 4 1> S' AeavE 5. RECESSED LIGHTS FIXT1441ES SHOULD OE GC RATED AND eNcLostivie LINED t uTH ;4. 1'1` G.i a TAE AP i 1S 1 6. ALL DriCTFi ,PL. 4 - oeti1RE #11 ALOHA 44 - l4EA#L S}? L € F'44Q1"!t � >Itilr fi4LLattTl�By 5i- IC2iM..D I°�.'�ALLX:tt'.A'�SD PT TWOSE INISIALLIED H> cal itiALLe o iN A SPACE Nor 08E17 TO' 1. DRIER tioteZtJRE EX 4.4t,18T DUCT eA4J tarn A TOTAL CF GG3i`M +ED 1QRIzatTAL AND VE1RT- 1CAL' E»ECTIVE 1..13 OF 14' - 0'. 8 MAsoNfty Fwtspi BE PIROVIDE' 111T14 A TIGITTLY Frrroia Pus 'D ER AND` A READILY C€?AL Aid arlINDE S OF is PRe VIC _ ISM .et DUCT $41. DUCT- ' INCHES 1 A AND - "�1 ARC _ R6A DILY OPERABLE DAMPER A6 ER SECTION 4e2 CC ME 1045141NOTCN STATE VENTILATION CODE. REF. SEC. 3102. ti#30. 3. tLL4TER HEATERS LOCATED IN TIC GARAGE OF 1.041EATED FLOOR ARE TO 13E O05TALLED 0 I1 - ' S$t8LE )HALATION. l(d 14QT Atop COLD WATER NEATER PIPES i1J THE GARAGE SHOULD BE 'TED W f T 4 4 MNI MUK IS-3 INS iL. WITH A NAME SPiSEAD'OF 215 OR LESS. lI SURROLIW,13 ARE TO SE . A 9"IODT 4,14ACZp 'A1 .t6 oft &SPA E Nen LESS MAN 10' ABOYE Ti•E DRAIN -*LET. 12. G' rF'eSt t WALL BOARD SACKING USED FOR TUO OF SHOWER ENCL- OSURES SHOULD SE OF A WATER RESISTANT MATERIAL. CO NOT NSTALL OVER VAPOR BARRIER ON WALLS OR CM THE CEILING_ IytAACTUtRER" TO PRO- VIDE 'f: HOLES N EACH WINDOW N EAC 4 HABITABLE ROOM. (. AtTic vE rT1LATtON AS PER SOS-3. us , SEE VENTALATIONS I-AL* 1 t1 Ail -F TIDED. Z. vENT OFEN SHALL. BE COVElOgatlinl CORROSION RESISTANT Witt ME,644 WITH °PENT$ S OF I/4 SO_ NCN p1`W1ENet, t . 3. ROOF VALLEYS TO 14AVE 28 GAIIGE GALVANIZED FLAS1 -IING. 4: WOOD SHINGLE OR SHAKE TO 11 INSTALLED PER 1e391 USC CHAPTER to 's TAeL> 15 -15 -2. 5. ;AGP14AL.T' SHNGL E (COMP) TO 'I'VE 114STALLED PER 5891- ti('JC Ct-IAPtEre Ib 4 TABLE 15 -13-1. 6. 22?x30' ATTIC ACCESS TO i PROVIDED FO EACH SEPARATE ATTIC AREA WITH NO LESS THAN 30• FOR HEADROOM. ATTIC ACCESS DR TO t4AvE R -30 INSULATICN MihliF t1 R-t. AND UEATNER STRIPF''EP. HARARE TO PROVIDE TIGHT CLOSURE. 1. TRkJSSL9 TO BE DESIGNED AND STAMPED I3Y A' t11ASk11Nara4 STATE STRUCTURAL Et'40114EER- CALCU ..ATIONS ARE TO eie Stem tTTEp °FOP? CODE COh1FLiA1 •E PRIOR to F4eP ICATtcN OR PER- MIT ISSUANCE, :000- aL+y 8. APPROVE!, RANGERS TO BE USED AT ALL COl ECTJGNS' OF RAMER& JACK OR 1IP TRUSSES TO 'NE MAtP1. GIRDER TRUSS. TRUSS MA*,FAGTURER TO PRO- VIDE TYPE. 3. NONBEARING WALLS SHOULD BE t LD : POUR FRO THE miss TO BOTTOM C4401410 WITH AN APPR- OVED FASTER TO INSURE TRUSS SOT I Cl- RD WILL NOT DEAR ON HONSEAt?21W3,U 4LL- 10. ROOF TO BE ANG440RED TO RE- SIST NET wktE UPLIFT LOADS USE 5It 1PSC 4 •N• Az -cWoR OR EQUIVALENT. 11. 'Re.t v WILL NOT ISE FIELD ALT - ERED WITHOUT PRIOR teuILDING OEpARTNENt A FRQvAL cv SIG- t CALCUL.ATtON8. 12. TRUSSES SHALL 14,4vE DETAILS AlilE? -8 ON 517E ,rte FIELD tt`.Tie 13. PROP PE SAD MOCKING Pei¢ suPPosirs. 14_ S6#ADEO Attt2 A8 ■ FRAME OVER Wm-1 2,50 RAFTERS e 24'o.c. FOUNDATION: t..G4LYAN(ZED METAL FLASF41NG TO BE 'INSTALLED SETUEf COP TE GLASS, AND WOOD MATERIAL AT EXTERIOR FORMES AND LANDINGS TO Rini JOIST. 2.CONCRETE PIER PADS SHOULD PROJECT AT LEAST 6' ABOVE GROUND UNLESS PRESSURE TREATED MATERIALS ARE WED_ SECTIONS: I. ALL EXPOSED D INSULATION MATER- ER- A APOR. L6 MCI,. RRS ACI$t SUCi4 Ae V OR tuE4Tl �Rks'b PAPER a -D HAvE PLsAm SAD /SMOKE DEVELOPED RATiNG 9440U*4 ON 25/450 OR Less. NOTE: ALL INFORMATION FROVItRED ON TI-HS SHEET 15 PER THE STATE OP WA INCsTON ISS-1 lascf t VERIFY LOCAL COPES fir G caNSTRI=TIoN IS iN OTI -EER THAN WA. STATE. PER*�S G ,N -co'k