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Permit D99-0377 - The Junction - Lot 9 New Residence
The Junctin —Lot 9 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 377930 -0090 Address: 5605 S 150 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: TRYONCL013DH OCCUPANT OWNER CONTACT CONTRACTOR Print Name: r -+,-Jb N 7W'&) DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit Center Authorized Signature: LSJ Permit No: Status: Issued: Expires: .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: Streams: ... (206) 431 -3670 D99 -0377 ISSUED 11/18/1999 05/16/2000 Occupancy: DWELLING UBC: 1997 Fire Protection: NA Phone: Phone: 425- 228 -9750 Phone: 425 - 255 -6519 Phone: 425- 255 -6518 THE JUNCTION -LOT 9 5605 S 150 ST, TUKWILA WA 98188 TRYON CONCEPTS LLC PO BOX 146, RENTON WA 98057 DON TRYON 14420 SE 84 ST, NEWCASTLE WA 98059 TRYON CONCEPTS LLC PO BOX 146, RENTON, WA 98057 ***************************************************** * * * * * * * * * * * * * * * * * * * * ** * * * * * * * ** Permit Description: CONSTRUCTION OF A NEW 2,109 SQ FT SINGLE FAMILY RESIDENCE, 528 SQ FT ATTACHED GARAGE AND 90 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES WATER METER, WATER SUUPLY, SANITARY SIDE SEWER, STORM DRAINAGE AND ACCESS. ***************************************************** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 193,221.90 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 125 Fill: 125 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,952.25 ***************************************************** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** 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. Signature: Date: l 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. f•ha .arinn n* i. I. h.inn rnaii n::.vrlmoni• Permit No: 099 -0377 Address: 5605 S 150 ST Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 10/15/1999 Parcel #: 377930 -0090 Issued: 11/18/1999 * * *` * * ****** k****• k*• kk**** k*** Ak** kk* k** k k******* kk*k *A**'*•k * * **k7* *•k * *•kk * * *k Permit Conditions: 1. No changes will be made to the plans unless approved by the. Engineer and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be available at the 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. 3,. Electrical permits shall be obtained through the Washington State Division of Labor and. Industries and all electrical work will be inspected by that agency (248 - 6630). 4 Plumbing permi is shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected`by that agency., , including all gas piping (296 - 4722):" 5. All ,mechanical .word: shall be under separate permit issued by the .City of `. Tukwila. 6. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997, . Ed ition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 7.. :Validity . of Permit. The issuance of a permit or approval . o plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the .jurisdiction. No permit presuming t give :authority to violate or cancel the provisions of this code shall be valid. 8. CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433 -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE, 9. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD. COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON SITE Al' THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL, 10. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 11. Any material spilled onto any street shall be cleaned up immediately. 12. Driveways shall be paved for a minimum distance of 20' from r.;iveweys shall comply :,w.ith: City':r esi`dent•ial st • r`a`vew wi • •sha " 1`1 ` m and:` 20' max num. ' Sln�e • to il :aye a , .m a x`i mum "of ,15% Turn.I nq . rad i i':::sha.l l lie a ;m ini mum Qannect. on, F i;;60,,0 0O s : 00 . I Deposit: :$ . .0O s 00 d' 1::. • Instal l :cDeposi4 . $, :00 IA O ' $.00 Plan Review ;Fee: 00:0 $: 00 s.00 Inspec l o,n =.Fey .l5: C10 $ `COQ $ 00 Water Turn On. Fee $25.00 i~ ;OD $.0;0 Special ` ;s ' 00 $ 00 t z t 4.00 Other Fee 0.0 .'00' .. $ 00 WATER METER ;SUPPLEMENT DEVELOPMENT. PERMIT • Appl i ed Date 10/15/1999 Issued Date: 11/18%1.999.` ,TER METER 0 WATER METER Permit ,No D99-0377 ';Status ISSUED Si te''Address 5605! S 150 ST Locat i`on , TOTAL :`WATER ': METER ..FEES: •;PUBLLI C .WORD _;ENGINEER APPROVAL Project Name/Tenant Value of Cons tru o A20 ex)c Is this site served by: VLSewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Site Address: 5 �! / 44 ,_ MC vt City State/Zip: Ta ce :_ Qa g G Property Owner: IRtr c' 5 /C Ph S 'Z ?75 5 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Street Address 130 (46 7.-a tt 9 Ci � t /Z�: 7 Fax 2 , 5 02 Z $ 72 32 Contractor: �, )DN �ptce/ Z--.C__ Phone: 228 975 Street Address x (4 a tit / c.` � City State/Zip: Fax # 5 22 r 723E- • Architect: � /of /rc l( / _ � /7` !? ` �E' � Pho ne eZ5' 4(5320 Street Addres City t to /Zip: / 43// 5 - /61- OM 4e)ct Fax #: X25 ��j �.� /d`' Engineer: / <�,M'" C Arc 4( 'f / e c. 4, ( Phone: Street Address: City State /Zip: Fax #: Contact Perso` , ` --w ...) Phone: 15 0755 Street Addr�s�: lZU 634 c mit_eez /, Ci_ ty St e/Zi Fax #; 55 ! b ,.. 0 9 ,,r Description of work to be done: New /-e___ Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: VLSewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 21 0 1 4 sq. ft. Dwelling 90 sq. ft. Covered Deck(s) 5 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) e 10 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUKW( A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS,SITE/CIVIL PLAN REVIEW. OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department), ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut $U cubic yds. 0 Fill cubic yds. El Moving an Oversized Load: Start Time: End Time: 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 It Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: /o - - /5`q PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 Date application expires: 7oc6) Applicat on taken by: (initials) l/I BUILDING O ER OR AUTHORIZED AGENT: Signature: / eV ( ( P o:. Date: %� __(�_ S 65' c / F Z55 i6 Print name: ( Y') e) N ) Address: 11126 5,�.- 84 1 S Cit /State /Zi ) sA eJk w ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUS SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARE( Y A REGISTERED ARCHITECT OR 1- .,OFESSIONAL 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 SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ El Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SI'PERMIT.DOC 2/13/97 9335 12/07 9717 TOTAL 23;50 * *+t *, * : *>> *. * *;A +lr.** *� * * * * *•kd• ** * *41 k '+t A A *A•,!• *kkir *it *,t *A *;r4*#.•• A• A.AA *AA OF tU)(WI! ( !�l� 1.eprInte'Jz 12/06/99 : 42 TO (Ya iST'f .** 7• + i**^**+ 1'*; A* 4*+ tvt, i� * *s * * * * *A *it **•h. +5 A'' * *,A *A* :'+F.y +t * * *.*` �l it +t [ *A: /r kk. * * *kk ..•'. .R l•1N$MI1,'.'. 1`uInbt? ,u .. 159.BOO1 .?. 7'1 tt1OUn i. i• ,.... 23` i�() .i /0h /r7: ��. 11,a'"f0 P v . i t�Micid CHEC.IK h1 Nb iuri: .T'ON :. CONCEPTS ;. rri`i't': WElt NO'. 1)'a9 9.377 '1'vne N ; DEVPEPM • DEVELOPMENT EN1: PE RMI::T • Pzci••t,e1.- :10: :37: Site' Address :'.'CAS .:,"3,,L ** ** * *A4*4*•A * *+1 facco►Al1G .Code 000/34 .D,30 • Total: Fees t .2: ,Tut aI ALL 'Ptatr :: ' 2,97,5.75 • 122 I a1iC ,C .00 *0 ***+t * ** **' * * * *+t 14 ++* k +t. * **vt * ** *+o4'* * ** *A * * ** * *** * *Ah* !)es6rlotiOil PL.Fth! CHECK - I:ES A ffi c.) t 23.'30 o4nl'et * A :fi* *A *A **A'A'Ir4****A-*A *A h* *•k1! A- 6 Ak:t•A. j'`Ct1` aF T11K1�J:LEt ». �1A .O IRE NSNI1 q .. / kkA•k. *kl:kA� * * * ** k• A** A: 1 :4o-4:lk!.:4 +t:lk:t:►:•1:k •A *:h 1****k:t•*:lh.t* *k *•kkha*h *A TRANSM.I1: ;umL,r. :.Rr►8001'J0 A i.:`.%64.J.5i i.i. /t8 /'_-1`.t 12;20 Payment••..ilethad: (.'.HECK Uo.t.it;.iona' TRYOM: C UNCLPTS Ini b. WLR Pc:t mi.t• too :,: D99H0.377 Type:' I)EVPLPi1 DEVELOPMENT . .PERMIT Par cel . No: 37793070090 Addle s: , 5605 8:15V ST Total Feet; • 2,952.25 Th •i :; Payment 1,9.6+,45 Total ALL Pmt.f, : 2.952.5 13alantet .00 tit* **•A•A** *A *'******* 0****A**.*******•*•** * * * * * ** *••A* * *A * * * * *:1 *A *•k * * ** Account Code 000/322,..100 000/345.830 000/345.830 000/386.904 000/342.400 412/342.400 402/342.400 401/388.102 401/386.520 401/342.400 401/343.405 000/322.100 000/245.830 ()etci`1 Ution UUII,DI:NG ICES PLAID CHECK w UTILITY PLAN CHECK -- WATER METER STATE; BUILDING SURCHARGE IN P FEE UTILITY INSP FEE, •- Si'ORrt DRAIN INSP FEE - SME /:ASS WATER Cat3,NECTION WATC.II INSTALLATION (DEP) WA rEft INSPECTI(N,"FE1 WATER TUR N-.ON - FE:E LAND ALTERING PERMIT FEE LAND FILIERI:NG PLAN CHECK Amount 1„520.15 20.00 10.00 4.50 15.00 :15..00 20.00 60.01) 150.00 15.00 25.00 72.00 37.50 9940 11/19 9717 TOTAL 6443,49 7 .'A k. $ T 4� - � x � �.:� �`k i ♦ v t"�tr �S e P�Y !i, e.���:'�. A ,� t �?i : 7,�� 4 y •�`G� � f ? � �'. ,L •� � �t' .•.} i k � � � !''�. • 4... A 1 k * �t st 4 *:"1 1 >"*.fl h .�, • * • A4 . .t * A * : * x :t ;l k A A .h :C -et * * iF li k k :l * 4.:5t s h •l.:} :t ..1• k. • ].TY [1F TUIN]LH'. �lF1' TCk1- 1NihiH *Akk 4 44 ir“k'*rh * ** * �4 :}:1�t • *4 *. ►k•1. �>t• kA s k•.k,� ks1 ** A • ir t. A t k A *st R41N1T ,N m r� tlb'e� R :` 1. E1906E4, fam u arit: L 8 I,U: 1(} /J i/99 J.4 ::'«'. EiM :1'4vniei t.;i4ctho, . CHECK'' • I4o17ati'on fltYOP CONCEPTS • ''Init; .LiLH,. N t ` i o 1)99 O37 . T'ioc : »r_VPEIUI: I)EVE.OP f1.T1T •.PE(ULVI P.:1r;c01 'No J7 93O •OO9O L oi: . a't;i on 5700 U1...' 150 5T t'a Oil. J.il . 1'tti:t I,: FALL ' Pmt;,: ..... : Haia1icp :• 1.524.65 'it * .. * * * * *4* ', t.* yk • ** : *A *44: * * * *>t *k *'*4:•Aii.. k: l*** * * * *4:4* : *' *sl *4*•* * *0* *' 14c6our1I; t • ' j r I)e '`J` i ut'i o l l ' A lIio ti n . ' ..Q00/045 $' ':' PLAN CHECK - NES 'i,188.10 7960 10/18 9717 TOTAL 2964.30 Project. - -Jt) Cnt td Type of Inspection: n dr � Date called: ` Special instruction . Date wanntee.. • tCJj' 1 ( 03 aim 'l�m • Requelq 1 ,.. . ./6 Phone: INSPECTION NO. Receipt No: INSPECTION RECORD Retain copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: PERMIT NO. (206)431 -3670 j pproved per applicable codes. Corrections required prior to approval. COMMENTS: Et. `7a P(A._("4t.- El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • I Project T 7 fl C 3 Unc�er Type o spection: � ir•-at...)1 Address: S(0 65 5 156 Date called: s/z 6/0 Special instructions: / . • Date wanted: . 31�/L� pa . . m m . . Reques.N Phone: y0.3 –PSS 6sa Ti 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. II Corrections required prior to approval. COMMENTS: 1 3�'o - CA -t1J c� brit f• Ic Ir f IL fr t r l( r Inspector: v Date: D -03 PERMIT NO. (206)431 -3670 dU 0 $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: :: Pro ee ct: 1� �t�✓\C 6.-Y1 Type of In tign: et �/ >i J Address G6 S / So Date called: Special instructions: (rte (T " I '-'5"--) 1� Date wanted: 5 /3 p.m. Requestg,LL P a 5- 025-5 -g51 'INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION •.6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: C-'MA 3 �.�. ' La, � f�.R s L le -74th, nv.A/ ,‘ 173 "fr ■ Date:y j ReceiPt No: proved per applicable codes. ems•.. wancr armamsaea weeneasmr= a..Aer+:{g ' i l. INSPECTION RECORD Detain a copy with permit 'ii' rrections required prior to approval. El $47.6PECTION FEE ' QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. 37 (206)431 -3670 3k Prn u a ( 1 � J1J � , Type of Infpe tigy ( � f � ] Addr s: -- Bate stoQS " S t S,0S called: Spec7 instructions: Date wa c �JI .m. RequesM C Phone: INSPECTIO NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Qv4 Inspect 11 $47.00'EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No: Date: ,. ♦�: .l6.'w_11 �:�_ .r_•�f aiP .e'Si: �i •�tr..]r 1...:3 atm .. Proj ct: kt •CiAlPi g : I e of Ins 103 Ad ess: n0-3 5.1c5Oth cf- Date ed : 0 Date wartS Special instructions: - Requesn - i ( Phone: L i t tg- 5- (5s-esig .4 Receipt No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit El $47.O6REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188rk (206)431-3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspr" Dte: or , ,.■•• - • vat « Project: . * (9.14 llmal ; otq Type of 121silection. - /ficatti Addres • os ..s . /g Date called. r, 20/00 Special instructions: ..- Date want • AP / 2/ 1 07 - 1 (,/ . . Requester ( i rt iyart, Phone: 5 .... INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 03-13 (A PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: 71 14~1 /Ait-1-4-7)19itt 6i},91 1/4 et le,,,k4 COMMENTS: 0 >' _ a 5 ,((o7 PLe . 44/Z 4 f - X / 0 11-b 7` eI ? 4),_ CMG. .4r r• .d7 1 A r,.r14- J,) t/ 7 ,q �` • l JI r(. 1 Porn 4ere / ,% 7 .5 Special instructions: 1P FO - 7 S 11PJ 7 4 7 " / J f, , 4j l 7 of .1-0 iS T / f Request �K/V i t v ev L Phone: ( J , , ft ,ae z7L .- , TO ,g, &,' ,,� ,64 ,r Ut /V4- gE.A7P . Project: Type of Ict��/ Addre 5 �` • l JI r(. 1 Date callec).5 1 41 (J r Special instructions: Date wanted: 3 t•a(`�`i 4P f �' (� 0 p.m. Request �K/V i t v ev L Phone: ( J , , ft • INSPECTION NO. Lci',:: i.Mft..,ZZ laVsUMMMLirv.:. uw:ea∎zox»va..w . ti. - +�+n.n............«......... CITY OF:TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 „/ required prior to approval. Insp� • / / J � Datq,? ID $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: li cy fi COMMENTS: P Cs t cearm gez'a ( 1 4 /444-(6- /t( (_5s//04 0 &Vie- Cs 3-7--1 12 ad 7-1/&664/ Date called: * i- a &-r 04 / 9 .-S - y 'f/eZ _.5/g /?' 4f.Ate-7 Aere,•o 4f/oWS Requesttr: ' aA- 70 /aSU47E- Cc-c7Atem.(67 g4, i , Projeckg P/A4CMC9V( Type on: ....„....„ Add OS -- 5 I SI) Date called: Special instructions: Date want5-7 8 CO a.m. P.m. Requesttr: ' Phone: ...------ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 70 f 6300 Southcenter 81vd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. Ins Corrections required prior to approval. Date:-3 de ID $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: it) COMMENTS: 0 jr-Ae77 C6`le_ _c*,e,,zirzt 44 - 0 • A r ro-fri;"ke ix 4- Spgctal instructions: 4071 q ....,--- Date wanted: c2 h0 0 CD P.m. ,-,,t_rta...,.e,e. $/-7e,00-x"_....7g/ Phon 6 - 5- 6 5 /6? 0 cZEtS ----, : ,,ei4te /roll TyMpectidn. / n dht A s 75 51 Date called: fio/.40) Spgctal instructions: 4071 q ....,--- Date wanted: c2 h0 0 CD P.m. Requester: D epi Phon 6 - 5- 6 5 /6? INSPECTION RECORD Retain a copy with permit INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No; Date: COMMENTS: 1 0(1 S CO 71.--, Ai, A cress: 5 S , /. �, �� Date lied: 4 / Z J 4".' - , CA . „v4. >,, 4 9., i- 4p. f ,. � � S Date wanted: 1 671/ �.m .. Requester: ' Phone, 2SS, "el-fr/,. . / g /'"'" .S4,A 4,4/ // f l y,.0 h<4,, li∎ C�4?„4,_ t. %I i, 1 5 ez/ P t �7 -2 Ty� of s lion:� /CJp / /�r ' cX / A cress: 5 S , /. �, �� Date lied: 4 / Special instructions: Date wanted: 1 671/ �.m .. Requester: ' Phone, 2SS, "el-fr/,. . / g INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: 101111Pr Or ""- $47.00 REINSPECT! i FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: 1 Date: Pr 'ect: j e `/ P Ty�� f Inspe n• dre .5 ss. 5 ; 150 iS D ate da '/5 / S ecial instructions: q 1 Date wanted: ' 6 .` p. . Requester: Phoneme/ ?5 p COMMENTS: Inspi #// Ok m 5 , 77-7 , lbe INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT PERMIT NO. (206)431 -3670 IE Approved per applicable codes. J Corrections required prior to approval. dq7 /C, /50e- )5 S67- Z PC4 77 5 O Z 4 PG4 nr S v 5a4) G//4 re,2,(4iu cozc,U c-7 Date l $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: _A„ Project: The 5uncf ioh Type of Inspection: S G Address:5 60 s S 150th St Date called: 12 _ .... Special instructions: Date wanted: 1 p 2 I9 a. p.m m. . l Requester: , +or) Tryo h Phone: 26-255-635/3 INSPECTION RECORD, Retain a copy with permit INSPECTION NO; CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PC:1-0377 PERMIT NO. (206)4) 1 -3670 COMMENTS: Ip 30194_ nr1 " ,hi) / 0 Artgei Azim49,A AA L l Approved per applicable codes. E] C, erections required prior to approval. Inspector. Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Th . u nt� +i on Type of Inspection: . SS Address: 5 bD 5 s 1604,1 e fi Date called: 12-2 8 Special instructions: Date wanted: - a.m. 12 - 2 " p.m. Requester: ryov) Phone: 1./25 k25 255 - 651 8 . Inspector: -7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 ;.A . A.& _ i• COMMENTS: \a.ra.r)l Approved per applicable codes. ElCorrectio s required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection; e must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Date: �D�- 03 77 PERMIT NO. (206)431 -3670 Project: • Lok q Ty p Insped, , A Address: .)„. S (sr) e=it. Date Dati c6Iled: Special instructions: Date wanted: ( la op qg 13n. Requester: z VOX\ Phone: ° AO 10J\; INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ~a,..egoauuurenf.ercwrnsrwar.er"Cn....etAW..er.XragTratfWaqpe,,,',.:. . . PERMIT NO. (206)431-3670 pc Approved per applicable codes. J Corrections required prior to approval. COMMENTS: Inspector: D $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 44: ec ti J7-1?-7 Type o Inspec ' ri: ,{ � s .N ' � 1 ,St Dat led: l /19 Special instructions: Date wanted: p./1)610 y� P.m. . Requester: ( Phone: 2!5- 25516 0Q pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431 -3670 Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: 444 6 Arn r- Mrs PLc rO Date: Receipt No: Project Name 7 h c Address IC Or • S C 1) ti1 e tain current inspection schedule Needs shift inspection T` Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signatufre CityfThkwUa Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 1)0 Permit No. 4 Date FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Rre Chief Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.54404 • Fax (206) 5754439 WARNING TO REDUCE THE RISK OF FIRE AND PERSONALINJURY • Use only 'metal duct for exhausting dryer to outdoor • Do not terminate exhaust in'a chimney, any gas vent, under an enclosed floor (crawl space), or into an attic. The accumulated lint could create a fire hazard. ' • • • Provide an access for inspection and cleaning of the exhaust system, especially at turns. Inspect and. clean at least once per year. • Never terminate the exhaust into a common duct with a kitchen exhaust_ A combination of lint and grease could create a are hazard.' • Do not obstruct incoming or exhausted air. Rear Exhaust Location This dryer comes ready for rear exhausting. • j°-- 11 311• -. Steps to change Dryer to Side or Bottom Exhaust 3. Cut the duct as s 4 3/4' Exhaust information BLOWER ROUSING 1 5/1 CUT PORTION --ti TAO mime i- NOTE Add to ve+ccal dgmenslon • lee datinw between cabinet bottom to An osurface e, 1. Remove Access Panel. ' — 2. Straighten up the tab inside the exhaust duct at the back of the appliance, then remove the internal duct connected to the blower housing. hewn. r-- TAB OPENING ' L a sla• »� 4. Reconnect and secure the cut portion of the duct to the blower housing. Make sure that the tab portion is at the bottom of the duct. Only metal duct may be used Wide the dryer cabinet 4 3l1• NOTE: To secure the duct, insert.the tab (located on the appliance base) in the opening and bend it. 5. Detach and remove the desired knockout. 6. Use standard metal elbow and duct to exhaust. 7. Cover the opening at the back with the plate pro- vided on the back of the appliance. £0 'd VI 00. OZ Jpw 3 ._ „l ,rarAt:'•A is f,>d'/' ",'P(r'.apM. «•; ��;.,;.. Exhaust Length . . The MAXIMUM ALLOWABLE length of the exhaust system depends Opkin die type of duet, number.ofmni +, the type of athank 6oadt raif ca ,• and as conditiaas• noted bete:. The um allowebfe length far boih • rigid and flexible metal duct is shown in the table below. More than two 90 turns are not recommended. • ' Do not use ace mastic Norlee QuQ. Hood or Wall Cap • Terminate in i manner to prevent back drafts or entry of birds or other wildlife. • Termination should present minimal resistance to the exhaust airflow and should require little or no maintenance to prevent clogging: • Never install screen over exhaust duct. • Wall caps must be installed at least 12" above ground level or any other obstruction with the opening pointed down. • If roof vents or louvered plenums are used, they must be equivalent to a 4" dampered wall cap in regard to resistance to airflow, prevention of back drafts and maintenance required to prevent clogging. Separation of Turns For best performance, separate all turns by at least 4 ft. of straight duct, including distance between last turn and dampered wall cap. • Turns Other Than 90' • One turn of 45° or less may be ignored. • Two 45' turns should be treated as one 90 °. • Each turn over 45' should be treated as one 90'. Sealing of Joints • All joints should be tight to avoid leaks. The male end of each section of duct must point away from the dryer. • Do not assemble the duct work with fasteners that extend into the duet. They will serve as a collection point for lint. • Duct joints can be made air and moisture -tight by wrapping the overlapped joints with duct tape. 6261- Z9V- 07 :xPd • S39NdIZddd SQIONdd ft;cot•wmED MAlOweli LENGTH ` wimer Meal Ten ptx�ottnlMlde4 . USA only tor shun run installations • -- 21I No. of 90' elbows . Rigid * Flexible PAW - Rigid Flexible meal O • N M a savAn • 5b Feet 40 Feet 30 Feat 20 Feat 15 Feet 45 Feet • 30 Feet 20 Feet - 15 Feet' 10 Feet WARNING TO REDUCE THE RISK OF FIRE AND PERSONALINJURY • Use only 'metal duct for exhausting dryer to outdoor • Do not terminate exhaust in'a chimney, any gas vent, under an enclosed floor (crawl space), or into an attic. The accumulated lint could create a fire hazard. ' • • • Provide an access for inspection and cleaning of the exhaust system, especially at turns. Inspect and. clean at least once per year. • Never terminate the exhaust into a common duct with a kitchen exhaust_ A combination of lint and grease could create a are hazard.' • Do not obstruct incoming or exhausted air. Rear Exhaust Location This dryer comes ready for rear exhausting. • j°-- 11 311• -. Steps to change Dryer to Side or Bottom Exhaust 3. Cut the duct as s 4 3/4' Exhaust information BLOWER ROUSING 1 5/1 CUT PORTION --ti TAO mime i- NOTE Add to ve+ccal dgmenslon • lee datinw between cabinet bottom to An osurface e, 1. Remove Access Panel. ' — 2. Straighten up the tab inside the exhaust duct at the back of the appliance, then remove the internal duct connected to the blower housing. hewn. r-- TAB OPENING ' L a sla• »� 4. Reconnect and secure the cut portion of the duct to the blower housing. Make sure that the tab portion is at the bottom of the duct. Only metal duct may be used Wide the dryer cabinet 4 3l1• NOTE: To secure the duct, insert.the tab (located on the appliance base) in the opening and bend it. 5. Detach and remove the desired knockout. 6. Use standard metal elbow and duct to exhaust. 7. Cover the opening at the back with the plate pro- vided on the back of the appliance. £0 'd VI 00. OZ Jpw 3 ._ „l ,rarAt:'•A is f,>d'/' ",'P(r'.apM. «•; ��;.,;.. Exhaust Length . . The MAXIMUM ALLOWABLE length of the exhaust system depends Opkin die type of duet, number.ofmni +, the type of athank 6oadt raif ca ,• and as conditiaas• noted bete:. The um allowebfe length far boih • rigid and flexible metal duct is shown in the table below. More than two 90 turns are not recommended. • ' Do not use ace mastic Norlee QuQ. Hood or Wall Cap • Terminate in i manner to prevent back drafts or entry of birds or other wildlife. • Termination should present minimal resistance to the exhaust airflow and should require little or no maintenance to prevent clogging: • Never install screen over exhaust duct. • Wall caps must be installed at least 12" above ground level or any other obstruction with the opening pointed down. • If roof vents or louvered plenums are used, they must be equivalent to a 4" dampered wall cap in regard to resistance to airflow, prevention of back drafts and maintenance required to prevent clogging. Separation of Turns For best performance, separate all turns by at least 4 ft. of straight duct, including distance between last turn and dampered wall cap. • Turns Other Than 90' • One turn of 45° or less may be ignored. • Two 45' turns should be treated as one 90 °. • Each turn over 45' should be treated as one 90'. Sealing of Joints • All joints should be tight to avoid leaks. The male end of each section of duct must point away from the dryer. • Do not assemble the duct work with fasteners that extend into the duet. They will serve as a collection point for lint. • Duct joints can be made air and moisture -tight by wrapping the overlapped joints with duct tape. 6261- Z9V- 07 :xPd • S39NdIZddd SQIONdd Tryon Concepts Plan 02019 - 499025 bm3 Choke Conditions Attributes Actual Critical Status Ratio Values Adjustments /\ R1 4526 Min Bearing Area Section (in') Roam in Garage Shear (in') TL Den (m) R1= 7.0 in' Rte 5.8 in DL DeII 0.10 in Date: 3/15/00 BeemChek 2.2 5•118x 12 GILD 24F V4 OFIDF BASE Fb - 2400 ADJ Fb = 2400 Suggested Camber 0.14 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Dell LL Max Defl 13.31t Reaction 1 14.94 0 Reaction 2 199 0 Maximum V 14032 '0 Max V (Reduced) L / 240 TL Actual Defl L / 360 LL Actual Defl 3219 0 4526 4 Reaction 1 LL 3796 0 Reaction 2 LL 2689 0 4526 4 3796 0 L /480 L/675 123.00 70.16 OK 57% 61.50 29.97 OK 49% 0.33 0.67 OK 50% Fb (psi) Fv (psi) LL Defl 0.24 0.44 OK 53% E (psi x mil) Base Values 2400 Base Adjusted 2400 190 190 1.8 1.8 650 650 Cv Volume IA00 Cd Duration 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use 1.00 BeamChek has automatically added the beam self - weight Into the calculations. H Par Unif LL Par UmtTL 520 H = 715 360 I= 495 f SPAN =13.3 FT Uniform and partial uniform loads are lbs per lineal ft. 1 R2 =3 796 Fc (psi) Start End 0 7.0 7.0 13.3 Tryon Concepts Plan 02019 - #99025 bm 2 Choice 4x 10 0P4 02 Conditions ' 91 NUS Min Bearing Area Attributes Actual Critical Status Ratio Values Base Values Base Adjusted Adiustments Loads R1 = 2484 Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Dell LL Max Dell Rio 4.01n' R2= 4.0 in' DL Dell 0.02 in 8.0 ft 7.87 0 47 0 3725 L/ 180 L / 240 Section (in') Shear (In') 49.91 32.38 42.58 29.14 OK OK 85% 90% Fb (psi) 875 1050 n orm Loa Header at Living Room Reaction 1 2484 0 Reaction 2 24841 Maximum V 2484 0 Max V (Reduced) 1845 0 TL Actual Dell L / >1000 LL Actual Den L / >1000 TL Deft (in) 0.07 0.40 OK 15% Fv (psi) 95 95 LL Den 0.04 0.30 OK 13% E (psi x mil) 1.6 1.8 Uniform TL: 820 o A Uniform LL; 513 SPAN . 6 FT Uniform and partial uniform loads are lbs per lineal R. Date: 3/15/00 BASE Fb = 878 Reaction 1 LL Reaction 2 LL R2 = 2484 Fc (psi) 625 625 BeemChek has automatically added the beam self- weight into the calculations. BeamChek 2.2 AOJ Pb . 1050 1539* 1539 # CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wel Use 1.200 1.00 1.00 9 • ;ISTGRFD `', 4,A. kC itiECT Y.P.PPLER WASFi:i1CTON Tryon Concepts Plan 02019 -199025 bm 1 C-49.&2 4x 10 OF-L 02 CondlNon3 Date Attributes Actual Critical Status Ratio Values kdiusfinents R1 = 2184 '91 NDS Min Bearing Area Section (in') R1= 3.5 in' R2s 3.5 In' DL Deft 0.02 in Shear (in') TL Dell (In) LL Deft BABE Fb • 875 ADJ Fb - 1050 I Beam span Beam Wt per ft Beam Weight Max Moment TL Max 0.8 LL Max Deft 6.0 ft Reaction 1 7.87 0 Reaction 2 47 0 Maximum V 3275'0 L /180 L / 240 Max V (Reduced) 16230 TL Actual Deft L / =1000 LL Actual Dell L / =1000 2184 0 Reaction 1 LL 21840 Reaction 2 IL 21840 1350 1350 0 49.91 37.43 OK 75% 32.38 25.62 OK 79% 0.06 0.40 OK 14% 0.04 0.30 OK 12% Fb (psi) Fv (psi) E (psi x mil) Base Values Base Adjusted 875 1050 95 95 1.6 1.6 825 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 BeamChek has automatically added the beam self-weight into the calculations. Uniform TL: 720 = A Uniform Load A Uniform LL: 450 L SPAN =6 FT Uniform and partial uniform loads are lbs per lineal ft. R Fc (psi) PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: The Junction Lot 9 5605 South 150 Street File #: D99 -0377 Date: 11.09.1999 Reviewer: L. Jill Mosqueda, Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. 1. When drafting the site plans, please use larger arrows, different line weights and styles whenever possible to help the reviewer differentiate between a property line, pipe, easements, rights -of -way, and dimensioning. 2. When drafting the site plans, please remove extraneous information. You need show the footprint of the house and other structures, driveway footprint, water supply, sanitary sewer, storm drainage, footprint of the street and cul -de -sac, easements, rights -of -way, existing and proposed topography. Please show dimensions, materials, slopes, clean -outs at pipe bends, etc.. We do not want the survey information. Please limit the topography lines to within 15' of the property lines. Please do not run them through the text and the house and driveway footprints. Please see the red -lined Q /Projects /The Junction /junction lot 9 099 -0377 plans for Lots 15, 17, 19. Please refer to the City Of Tukwila Sample Residential site plan I provided to you. You need show information once. You do not need to label an easement twice, side by side. All of the temporary and permanent stabilization requirements should appear in one place. The construction notes is a good place. 3. Existing topography you show on the plans should come from the As- builts for the Bergstrom plat. 4. Proposed topography you show on the plans should reflect changes you expect to make in the existing (Bergstrom) topography. If you do not expect to change existing topography, please state that on the revision form. Please provide separate cut and fill volumes that apply to each site. The plans should reflect these volumes. 5. Public Works requests specific temporary and permanent erosion prevention and sediment control on the site plans to inform the contractor, who usually does not know the specifics. Since this site is on a hill and is not permanently stabilized, it is important that the builder know exactly what the requirements are. Refer to the King County Surface Water Design Manual Appendix D. Please state the specifics given in Appendix b for the temporary erosion prevention and sediment control. The Appendix provides seasonal time lengths a site can remain unworked. The Appendix also specifies Wet Season dates and requirements. 6. Please refer to Appendix b, as named above, for the specific permanent stabilization requirements. 7. Residential driveway accesses are limited to 10 -20' in width. Since the accesses are already installed, you need show only the paving limits and dimensions. Q /Projects /The Junction /junction lot 9 D99 -0377 November 8, 1999 Don Tryon 14420 SE 84th Street Newcastle, WA 98059 RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0377 The Junction — Lot #9 5605 South 150 Street Dear Mr. Tryon: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at 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 regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D99 -0377 City of Tukwila nit. 40' John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 • Complete DEPARTMENTS: Buildivision AbUc 1Z —Z, Public Works \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TuvuTY NUMBER:' D99 -0377 • DATE: 12 -1 -99 . ROJECT.NAME: THE JUNCTION LOT 9 Response to Incomplete Letter # Original .Plan Submittal Response to Correction Letter # _ XX Revision :# 1_ After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTI G: Please Route Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions C n n Comments: REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: DATE: . 5 t 4 t ;cies w t ` fiY a ... .. .I'.. ..e .. t .r'.'k 51. �'%i.. .t � Planning Division Permit Coordinator ■ DUE DATE: 12 -02 -99 Not Applicable n No further Review Required Not Approved (attach comments) C DUE DATE 1 2-30 -99 CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) C REVIEWER'S INITIALS: DATE: '.ra.s.�i -: trt'.�tr?•L:;`til.,t,'.i:T,':. �..,';xY.::l�<:'4 %: r "s u.. z.. Y: q;'; >.i:'C;i-M':}!... •..e': .. r'2i'S.�. CTIVITY.NUMBER: D99- 0377 • DATE: 11 -5 -99 PROJECT NAME: THE JUNCTION Original.Plan Submittal Response to Incomplete: Letter. # _ XX `' Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Pu h li Works Il i1,0L Complete \PRROUTE.DOC 5/99 PERMIT COORD CO* PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions nn +,yiri.., ...n, ^! ^Ji. "���":9: a +a ^lr..;c::a•uyr,.wr+`. ttnra!5;:ec:r. Y' Alxu! JYF. Y^. Vifi' L+ 1' J: n`.. o-.: k+ X:•:: ,•:•.f.•rrwr...4tiYr..mr., <e.an. n Planning Division Permit Coordinator DUE DATE: 11-9-99 Not Applicable ❑ Comments: TUES /THURS ROUTI G: Please Route Structural Review Required n No further Review Required n n REVIEWER'S INITIALS: DATE: DUE DATE 12 -7 -99 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: ,i tY•FCr;r • wn ,n.,. x..,ths »do.' xs:. yrs,,...iEWW: 4,.7 x;ry n "PT •Y vT.Vp.' . ... ... ...: ...... .... ... .. .a.. ,: :... r•� ,, ,.: �. F. f .. �. •}'....:i ..ZI. C r.., r . �� .t ^ s a i d : � y �K'a f. .f. n..Y:: '.9v.r5S1 ,�}`�... k�: l....i Y•"s.. ��R,:,b „ -- ..i....., e.t .. ;,.N.n.1,.Ff.�..lfYt....w.>.. +. ....n..., .. t,.,.r,t :.:. .. ., .u.4..n .... .. ., ko .5 .ta.. v..✓•.ta..l.hl. ..a.... .<,.. .:f,..t C,.. 41 .. .r ,.. :,. .. e......,51 ... h..<.,- ..1... �.�rrt,...,..a,,. DEPARTMENTS: AR B Awe. gyp. Public Wodc 1' N1A1gIV I Porrn Nora PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete TUES /THURS ROUTING: Please Route CORRECTION DETERMINATION: \PRROUTE.DOC 5/99 Fire Prevention Structural Structural Review Required ACTIVITY NUMBER: D99 -0377 DATE:. 10 -15 -99 PROJECT NAME: THE JUNCTION LOT #9 XX Original Plan Submittal Response to. Incomplete Letter # Response to Correction Letter # _ Revision # _ After Permit Is Issued w ing C Divi ID- Permit Coordinator DUE DATE: 10-19-99 Not Applicable Comments: No further Review Required DUE DATE C REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 11-16-99 Approved n Approved with Conditions Not Approved (attach comments) terse (J UY 1 PLOAQQA- 11-811 REVIEWER'S INITIALS: " DATE: Approved C Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Date: City of Tukwila Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # t r Revision # 1 after Permit is Issued Project Name: TIC JunCIiOr — Lot 9 Project Address: C5 S L 50 St Contact Person: n 'Trigon Plan Check/Permit Number: IJ-1- t - 0377 Phone Number: John W. Rants, Mayor • • Summary of Revision: ry C On Or G r tc t r ctL 5rie hick, Shot,Jed our, e - to - I - he I 2 evtstor re-Fleet' C'A'rect la) u fh CUla e o r -tile ri In-f . Also ,su b�m11t i q q e -Frorn -F Igo r ' of s+ - b C Ur'e�'e vlab. - Fa`nn'y I room. `� a y Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Er Entered Entered in Sierra on 1'k 1 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 � Revision No. Date • Received . Staff Initials Date Issued Staff Initials I I 12_- 1- 9, Lt) PR, I I Staff Initials I 2. /... gel I co FR I na l s i1t plan i . I . kowed Summary of Revision: ,... on nr ,1 9 • ■•• I " • A. • • It d.. • A kr AA c Ci IfT4 C 0 c . Received By- 77) Revision No. Date • Received Staff Initials Date Issued Staff Initials I I 12_- 1- 9, Lt) PR, I I Summary of Revision: S tAD Iva 1 vs\ c yt e, ii-ovn -V-loor ' o ls„t +0 i ,I CO itte_ rt--4-e... islai,13 ocr w ,11 room . Received By: OtrC r ' /,/,,,/,,./“.. Revision No. Date Received ' Staff Initials Date Issued Staff Initials 1 I I I Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I I 1 1 Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date • I Staff Issued I Initials 1 1 1 1 Summary of Revision: Received By: PROJECT NAME: Tkf..- 0m-4-ion 14. PERAuf NO:. Site Address: 51905 S. ISO St. REVISION LOG Vb. Original Issue Date: (please (plea (e print) (please print) (please print) (pl ease print Dear Sir: City of Tukwila Fire Department Fire Department Review Control #D99 -0377 (511) October 22, 1999 Re: The Junction, lot #9 - 5605 South 150th Street The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) The minimum fire flow and flow duration requirements John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 City of Tukwila Fire Department for, one- and two-family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L/min.). •Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A-III-A-1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III-A, sec. 5.1) 2. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) • Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 ResLential Sewer Use Certifici... (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The King County Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Water Pollution Control Division at 684 -1740. (Please print or type) KING COUNTY Owner's Name Ttio(V C ntee 7 4 (Last, First, Middle Initial) Property Tax I.D. Number 3 "— 4C / O Property Legal Address: Subdivision Namergt # Lot # (3 1 Block # Building Name (if applicable) Pro P 56 A 1 ' L 54- Street Address City, State, Zip —TiMA.,1.14 w4 clew.? Owner's Mailing Address f l3 _ (4G Add (If different from above) Owner's Phone Number ( '4255 22 1? -175v Property Contact Phone Number ( ) Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District U KL ( ( A Date of Connection: Side Sewer Permit # Residential Customer Equivalent (RCE) Please check appropriate box: Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces Print Name of Owner /Representative 1057 (Rev. 2/961 'e0170 we 1, x 0.64 = x 1.0 = 1.0 1.6 2.4 3.2 For King County use: Account # Monthly Rate Six Month Due For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of data for determination of a revised capacity charge. Signature of Owner/Representative Date 02-(4. White — King County Yellow — Local Sewer Agency Pink — Sewer Customer —0371 RECEIVED CITY OF 1 JKWM.A OCT 1 5 1999 PERMIT CENTER • 'REGISTERED PROVIDED .B i • -• :1 ONST• CONT ' • GENERAi+ E XP • DATE REG 02. /01/20.00 1� .:_ CC01 • =,`; :TgYONTE 13D8 0.3/08/1'9'99 ,EFFECT - -._ • CEpT LLC ' i TRYON CON •. - .1 1 3 0' 80 X ... i PONTON WA 98057 . .•.. : • • • •i •1. .• ."-•t'!.'' .• r • • :t••• , • y �..,�' n ' • ' � = `�"l�i�.._' e 1A.�:✓Tts • ' S . � � ",.::: ': .�„���.','�F! ^i%• =. • • ... • 'r • _ .. ^,vr�..'•';yi�'"sj'a 1 •'}". 'C:4 is s•''' •' _' ' ' n.'.. . • ; cis • • • lC_pler Architects eaorn-a. 2112E5as1o,. Sob No. 99025 -21 Date 919199 SPM Lateral Analysis for: TRYON CONCEPTS PLAN #2109 LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S-1, S -2 and S-3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PERAMITERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR PLATE HT. MAIN FLOOR PLATE HT. LOWER FLOOR PLATE HT. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION SAIL AREA PLF FOR PERIMITER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS ( 1/2 Upper Floor + 1/2 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor + 1/2 Lower Floor) SINGLE STORY STRUCTURE (1/2 Main Floor + Roof) OTHER 9902521_1997 -7 Lateral analysis worksheet.xls KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 Long Wall NOT VALID UNLESS NET STAMPED" "B' Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short WaliJ . 35 a; /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default Lower 4' not included Lower 4' not included REC A OF OCT 51999 PERMIT 0CN f EA 10/11/99 PAGE 1 WALL HEIGHT Ce Cq qs Iw 0-15 P= 0.62 1.3 16.4 1 13.22 PSF 20' P= 0.67 1.3 16.4 1 14.28 PSF 25 P= 0.72 1.3 16.4 1 15.35 PSF 30' P= 0.76 1.3 16.4 1 16.20 PSF REDUNDANCY FACTOR (rho") PER SECTiON 163{1 Retiabikty/Redundancy Factor. P = 2 - (20 / ( r ((sq root of As))) where: As Ground floor area of structure r = Max element - story shear ratio r = = r ./ story shear r i = element story shear x 10 / l element shear k (IFxcnf) P= ( 4.81 !therefore use DESIGN CRITERIA FOR WIND ANALISYS WIND PER SECTION 1618 DESIGN PRESSURE P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor VALUE USED Ce = Cq = qs = Iw = r= = r= — WIND EQUALENT UNIFORM LOADING P = (Ce) (Cq) (qs) ( J '� 450 =I r =3 story shear 1167 12805 I KAPPLER ARCHITECTS BELLEVUE, WA 9902521_1997 -7 Lateral analysis worksheet.xls 425 -641 -5320 P= VALUE USED As square root Min= 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED, 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH PSF 11.0 (P) Roof (Upper walls) (P) Upper Floor (Main walls) 9.25 (P) Main Floor (Lower walls) 0 :613.22, (P) Garage 13 13 22 1428 38 `1671 =1 0.09 P /LF MUNI MEM 0 SF # FT # FT # FT MEM # FT RECEIVED IL p Of CIT'f 00 A 5 A99 p CENTER 10/11/99 PAGE 2 -0377 Roof (on Upper walls) 12 45 35 18900 ADDITIONAL LOAD 0 45 35 1 0 S / S EX WALLS 10 90 8 7200 F ! B EX. WALLS 10 70 8 5600 INTER. WALLS 8 80 8 5120 S ! S EX. WALLS 10 90 0 0 F / B EX. WALLS 10 70 0 0 INTER. WALLS 8 80 0 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16b0. 16N BASE SHEAR: Vb= (3.0xCa' /R)W whew.: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load VALUE USED Z R = Ca Rw= Rw= BUILDING LOADING DEAD LOADS TOT AL ROOF WEIGHT Upper Floor (on Main S / S EX. WALLS F / B EX. WALLS INTER. WALLS 15 10 10 45 90 70 80 35 8.5 8.5 8.5 R WEIGHT ON MAIN SHEAR WALLS 23625 7650 5950 5440 42665 TOTAL UPPER FLOO Main Floor (on Lower STORY SHEAR 0.36 8 15 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL SHORT WALL WEIGHT 45 MAIN FLOOR WEIG ON LOWER SHEAR WALLS TOTAL WEIGHT BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W BASE SHEAR: Vb= 35 36820 # 11812.5 load r 11812.5 0 1F NO LOWER LEVEL W= 91297.5 # Roof (Upper walls) Upper Floor (Main wall Main Floor (Lower wall Wi 36820 42665 11812.5 hi (Plate Ht.) 18.5 9.5 0 WI x hi 681170 405317.5 sum Hi x hi 681170 1086487.5 0 1086487.5 TOTAL FLOOR FORCE: Vi= 1767657.5 Wihi / sum Wihi 0.6269 0.3731 0.0000 Vi 8028 4777 12805 KAPPLER ARCHITECTS BELLEVUE, WA 9902521_1997 -7 Lateral analysis worksheet.xls 425- 641 -5320 plan configuration 0.1964 91297.5 17928 WORKING STRESS WOOD DESIGN 1.4 1280' F ee w oo , CS7'/ c* ac/ 5 1999 PERtvo GE1 ER SEISMIC EQUAL ENT UNIFORM LOADING F =VM4(h )ItolieI (M(h) SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main (F) Main Floor (Lower (F) Garage ROOF DIAPHRAM - CHECK TOP CHORD M= T =C= 2 -2X4 10.5 2 -2X6 16.5 16d 5/8" DIA'. AB 185 181 22 74+ 7811 1.33 Roof (Upper walls) Upper Floor (Main wall Mach Floor (Lower wall VI h. 12805 12805 12805 36820 1 11 42665 9.25 11812.5 Wh 4050201 394651.25 F 6486 6320 WIND & SEISMIC UNIFORM LOADING COMPARISON #IFT #!FT # FT # FT UPPER FLOOR MAIN FLOOR SEISMIC GOVERNS GOVERNS SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 MIN BOLT SPACING 790 MIN BOLT SPACING 9902521_1997 -7 Lateral analysis worksheet.xls 45106.875 1288.767857 ALOW.Ft= 525 1.33L 698.2510K 143.64 # /NAIL 1.33 799671.25 12805 SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main wall (F) Main Floor (Lower wall (F) Garage 14 5571429' #FT 1.331 # /BOLT 7 x3.13, FT O.C. # /BOLT A.50, FT O.C. 731.501 1050.71 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 WIND FORCE (P) Roof (Upper; walls) (P) Upper Floor (Main wall (P) Main Floor (Lower wall (P)' Garage '8.97'NAILS 185 181 0 # FT # FT # FT # FT so evesZ s o s -co 5 o 10/11/99 PAGE 4 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 185 HL 8 Mo= WaII(DL) O cc Roof (DL) 2/3DL Mr REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGT Load 185 Ht 8 Mo= WaII(DL) Roof (DL) cc u_ 2/3DL Mr= o REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGT Load 185 Ht 8 Mo= o= WaII(DL) Roof (DL) cc 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGT Load 185 Ht 8 Mo= Q Wall(DL) Roof (DL) cc 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED a 9902521_1997 -7 Lateral analysis worksheet.xls a WALL SEGMENTS b c SHEAR V WALL TYPE mmunial 10 2.75 4076.73 220 168 355.67 1353.11 CS16 -30 2.75 4076.73 220 168 355.67 1353.11 CS16 -30 2.25 2.25 185 3335.50 180 180 132 234.00 1378.45 1378.45 CS16 -30 CS16 -30 3335.50 132 234.00 MIN PLATE NAILING 9'tiNC O.C. 15.5 12 22977.91 1000 0 4166.67 1504.90 CS16 -30 0 0.00 0 0 0.00 #DIV /0t #DIV /0!, 0.00 0 0 0.00 #DIV /0! #DIV /0! 0.00 0 0 0.00 #DIV /0! #DIV /0! 230 MIN PLATE NAILING 8 INC O.C. 13.5 4.5 6432.76 360 540.00 1309.50 CS16 -30 4288.50 240 0 240.00 1349.50 CS16 -30 6.5 9291.76 520 1126.57 1256.17 CS16 -30 0.00 0 0 0.00 #DIV /0! #DIV /O! 179 8 3.5 3609.43 280 144 494.67 889.93 CS16 -30 8250.13 640 288 2474.67 721.93 NA 0.00 0.00 #DIV /0! #DIV /0! 0.00 0 0 0.00 #DIV /0! #DIV /0! 129 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 d MIN PLATE NAILING 10 INC O.C. MIN PLATE NAILING 13 INC O.C. 10/11/99 PAGE 5 FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 185 HL 8 Mo= Wall(DL) _ 0 Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGT Load 185 Ht 8 Mo= o' Wall(DL) Roof (DL) w 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGT Load 185 Ht 8 Mo= Wall(DL) LU Roof (DL) w z 2/3DL Mr 0 - REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGT Load 185 Ht. 8 Mo= LL Wall(DL) w Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 9902521_1997 -7 Lateral analysis worksheet.xls a 6006:67 WALL SEGMENTS b c SHEAR V WALL TYPE #N/A hilaffevAINVI #N/A 0 #N/A #N/A 0 0 0.00 000 #N/A #N/A #14/A #14/A #N/A 0 0 #N/A #N /A 0 0 0.00 #14/A 0.00 #N /A #14/A MIN PLATE NAILING #N /A INC O.C. 11 24.5 9864.67 1960 0 - 250.69 NA 16 6442.23 6826.67 -24.03 NA 0.00 1280 0 0.00 #DIV /0! #DIV /0! 0.00 0 0 0.00 #DIV /0! #DIV /0! MIN PLATE NAILING 34 INC O.C- #N /A #N /A 0.00 #N /A #N /A #N /A 0.00 #N /A #N /A #N /A 0.00 #N /A #NIA #N /A 0 0.00 #N /A #14/A #N /A MIN PLATE NAILING #N /A INC O.C. 16 7051.63 1280 6826.67 14.06 NA 21 9255.27 1680 0 11760.00 -119.27 NA 0.00 0.00 #DIV/0! #DIV/0! 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 55 f: KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 MIN PLATE NAILING 31 INC O.C. NR -0 377 10/11/99 PAGE - 6 1 10 2 1.5 2 0 665 Mo= 11308.63 8481.47 11308.63 0.00 LRP AT GARAGE WING WaII(DL) 340 255 340 0 WALLS - MEETS Floor,Roof(DL 0 : 0 0 0 APA TEST LOADS Mr= 226.67 :' 127.50 226.67 0.00 MIN PLATE NAILING 1 5540.98 5569.32 5540.98 #DIV /OI 3 INC O.C. 4 REQUIRED STHD 14 STHD 14 STHD 14 #DIVIO! - 13.5 1 10.5 2 .5 5 6.5 202' Mo= 17992.84 4284.01 8568.02 11138.43 Wall(DL) 1 1785 425 850 1105 Floor,Roof(DL - 0 240 240 0 Mr= 6247.50 554.17= 1816.67 239417 MIN PLATE NAILING T =C 1118.60 1491.94 1350.27 1345.27 9 INC O.C. NJ REQUIRED HTT22 -- HTT22 HTT22 1 STH014 RJ 8 3.5 3 3.25 5.5 1921 '- Mo= 5709.93 4894.23 5302.08 8972.75 Wall(DL) 595 510 552:5 935 Floor 1320 2112 2453 1728 Mr= 2234.17 2622.00 3255.96 4882.17 MIN PLATE NAILING T =C 993.08 757.41 629.58 743.74 9 INC O.C. 4 REQUIRED STHD 14 RJ STHD 14 RJ STHD 14 RJ STHD 14 RJ I z O u_ ti 0 z tL w MAIN FLOOR TRIB.LENGT CC w Load 366 Ht 8.5 2/30L REACTION HOLDDO Load 366 Ht 8.5 Mo= WaII(DL) FIoorRoof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR Load 3 Ht 8.5 w 2/3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 366 Ht 8.5 2/3DL REACTION HOLDDOW 9902521_1997 -7 Lateral analysis worksheet.xls 15.5 2.75 6546.09 467.5 1512 1R1d'.54 1720.56 STHD 14 RJ 7141.19 510 2016 2526.00 1538.40 STHD 14 RJ 21423.58 1530 2812 13026.00 5.5 13092.19 935 780 3144.17 933.06 STHD 14 RJ 1808.73 STHD 14 RJ TRIB.LENGT KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 280 MIN PLATE NAILING 6 INC O.C. 10/11/99 PAGE 7 9 7 13.5 0 0 161 l;p Mo= 9557.17 18431.69 0.00 0.00 I Wall(DL) 595 1147.5 • 0 0 Floor,Roof(DL 0 0 0 0 Mr= 1388.33 5163/5 0.00 0.00 MIN PLATE NAILING T =C 1166.98 982.81 #DIV /O! #DN/O! 11 INC O.C. 9 REQUIRED STHD 14 RJ J STHD 14 RJ _ #DIV /0! #DIV /0! 20 24 0 0 0 305_ _ 2_ Mo= 62197.48 0.00 0.00 0.00 I WaII(DL) 4080 0 0 0 Floor,Roof(DL 0 0 0 0 Mr= 32640.00 0.00 0.00 0.00 MIN PLATE NAILING T =C 1231.56 #DIV /0! #DIV /0f #DIV /0! 6 INC O.C. V REQUIRED STHD 14 RJ #DIV /0! #DIV /0!_ #DIV /0! HOLDDOWN IS 3 5f FRt1M FNr) ( RHFARwAl I TI4 T, 11 47 0 0 0 861 P446 Mo= 34208.61 0.00 111.111131E3 0.00 WaII(DL) 7990 0 0 0 Floor,Roof(DL 0 0 0 0 Mr= 125176.67 0.00 0.00 0.00 MIN PLATE NAILING T =C - 1935.49 #DIV /0! #DIV/0! #DIV /0! _ 20 INC O.C. V REQUIRED NA #DIV /0! #DIV /0! #DIV /0! FRONT TO BACK MAIN FLOOR TRIB.LENGT Load 366 HL 8.5 I- x 2/3DL REACTION HOLD DOW MAIN FLOOR Load 366 Ht 8.5 CC w F Z w U w U MAIN FLOOR TRIB.LENGT Load 366 Ht 8.5 I- w w 2/3DL REACTION HOLDDO TRIB.LENGT 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 2/3DL REACTION HOLDDOW a a WALL SEGMENTS b c b KAPPLER ARCHITECTS BELLEVUE, WA 9902521_1997 -7 Lateral analysis worksheet.xls 425 -641 -5320 d AT THAT POINT IS 1950#'s. HTT22 WILL WORK. MAIN FLOOR TRIB.LENGT a b c Load 366 0 0 0 Ht 8.5 Mo= t Wall(DL) p p LL1 Floor,Roof(DL 0 0 d d SHEAR V WALL #N/A #N /A 0 0 0.00 #N /A #N /A #N /A #N /A 0.00 #N /A #NIA 0.00 #N /A #NIA #N /A 0.00 #N /A #NIA #NIA CIV/A MIN PLATE NAILING #N /A INC O.C. Cm� pow 0 0,4-vr , 1Y19 0377 10/11/99 PAGE 8 W LTTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 09/15/99 FILE: M: \ \KAA`A99\ \99025 \ \99025.WS HOUSE ID: TRYON CONCEPTS PLAN 2109 Site: Homeowner: Builder: Analyst: NMS Jurisdiction: Utility: House Type: Single Family Floor Area: 2109 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET. REFERENCE DESIGN Reference Component Value X Area = UA Floor U -0.041 1163 47.7 Glazing @150 U -0.650 316.4 205.6 Doors ' AG Wall MLA + U -0.390 38.0 14.8 U- 0.062', 2203 136.6 Ceiling, Attic OCT 1 5 1999 U -0.036 1163 41.9 Infiltration ACH -0.350 17891ft3( 112.7) PERMIT CEN - Ek PROPOSED DESIGN COMPONENTS REFERENCE 447 * ** PROPOSED 444 Btu /hr -F * * *= kWh /ft2 -yr Reference UA 446.6 Component Description Value X Area = _ UA Floor R19 vented Joist 16oc U -0.041 1163 47.7 Glazing @16% * *2GL VINYL CL•R /AIR U -0.490 328.0 160.7 Doors Wood 1 3/8 ", solid flush U- 0.390 38.0 14.8 AG Wall R13 STD Lap Wood U• -0,082 2124 174.2 R19 STD Lap Wood U-0.062 67 4.2 Ceiling R30 blown Attic STD baffled U -0.036 946 34.1 R30 blown Scissor'5:12 STD baffled, U -0.039 217 8.5 Infiltration Standard Air Sealing ACH -0.350 17591ft3 (112.7) 'Proposed UA 444.1 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. .Page 1 pw Struc Mass 3iATTS T 5 - 6' 1997 WA STATE'I ENERGY' FILE: M: \ \KAA.\ \99\ \99025 ■\99025'.WS' I�.IATING /COOLING /VENTILATING SYSTEMS PROPOSED Heating System Type: Gas Furnace Make: Payne Model: 376C/ System Efficiency: 80 Modified Efficiency: 62 % Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output):' Average Annual Heat:' Annual Cost: Ventilation .System: Integrated Spot. & Whole House Cooling System: NONE SEER: 0.0' (Ducted) Cooling Load(at 4F dt) Btu /hr System Sizee( %Over) tons( @125 %) Annual Cool Requirements kWh /yr Solar Access: PROPOSED DUCT SYSTEM. Light Frame, Sheetrock walls 0.60 28887 Btu /hr 0 Btu/hr( - 0 %) 28887 Btu /hr 43500 Btu /hr (150 %). MBtu Partially Shaded HOUSE ID: TRYON CONCEPTS PLAN 2109 Location Avg Rvalue Surface Area SUPPLY Vented crawlspace R- 8.0 407.8 ft2 RETURN Attic or garage R- 8.0 81.6 ft2 M- 3.000 2109 6327 GLAZING ORIENTATION PROPOSED PROPOSED South ***ft2 North * * *ft2. Southeast : * ** Northwest : * ** East * ** West * ** Northeast : * ** Southwest * ** Eff S Glz: * * *% 0377_ Economic and energy consumption estimates are designed for comparative purposes only. Actual cost_ for heating will vary depending on weather conditions, occupant lifestyle and other factors. AND RAW BUN A PROM DRIVEN EX + VATION OF LOT CL PROPE EK PER WIRE -- 211 SIDES PE T. 5/r. CRUSHED ROCK Cif t OF 1 APPROVED NOV ,1 7 1999 ` O!L G RIVEWAY SECT ON 4' EXP.; CON DRIVEWAY SITE PLAN FOR LOT 19 SCALE S HOW SETBACKS. SUBDIVISION • BERGSTROM (THE JUNCTION) FRONT : 20' STREET ADDRESS : REAR'.: 10''' LOT AREA : SIDE : 5 PLAN PLAN ' i SIDE': 5' OUNER : TRYON CONCEPTS ADDRESS ; 14420 SE 84th ST. ',NEWCASTLE PHONE : (425) 255 -6518 TAX ' : LEGAL DESCRIPTION : - S(,a s' 5./.57 S, Joe "• 99122.02b PLAT FILE r: 9912202 DATE: 0a -01 -991 SRU REVISED DATE: I0 -03 -99 MGM l4app ler Architects, P.S. 13400 Northup Way, #33 Bellevue, We. 98005 te1 425 -641 -5320 fax 425 -641 -5318 These purls have been reviewed by the Public Work: DasAnent for confonmance with current City -.rd e. aAcce r is subject to errors and ornic h do not authorize "" t..t ons of adc;: ndard: or oaltances . T'-. . - •sibility for the design rec.. _ the des c: deletions Cr ' dra sr the :. date will v, ._ :nce anc .,lire a resubmittal c` -1fmgs for - :uent approval. Final _ - ptanCe is Subject to ►re 3 i. ; :action by the Public W.iks t es 6 xor. Date: ji- UTIL MT LY OUT ETER 00' NG LIMITS TO BE TY LINE E NOTES: I. DRIVEWAY PAVED FROM S. 150th TO GARAGE 2. 51). PIPE OF 4• NON - PERFORATED ADS N -12 TESTABLE 3. 555 PIPE IS S' SDR 35 ON A 6% SLOPE. CLEAN OUTS PER CITY INFRASTRUCTURE STANDARDS. 4. WATER SUPLY FROM METER TO THE HOUSE IS 3/4'. WATER METER 15 FOGTITE I 5. WATER SUPPLY CONNECTED TO WATER METER SETTER 6. SITE WILL BE PERMANENTLY STABLE BY USING SEED 1 MULCH BY OUNER : BY COMPLETION DATE 1. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT r?ER 1998 KC. SURFACE WATER DESIGN MANUAL APPENDIX D. RECEIVED CITY OF TUKWILA NOV - 4 1999 PERMIT CENTER CORRECTION LTR# X 99 -0377 —1 11 nee Kapp ler Architects, PS. 14311 SE 16th ST. Be as 1 on (425) 641-5320 * Fax (425) 641-5318 Tryon Concepts Date ow» By F] al RIVIT Off? NM MI Plan # 2109 T. DRAWNG G 0 COPYFrAITED AND G THE EXCLUWE PROPERTY OF THE ARCHITECT I A MO 1 ,1 KAA 90,95 \ 9902521 09-14-ASS 10 0335 SIsot FI Worlisialon MAIM [ML - Kappler Architects PS 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 T ryon Concepts Data � "p calm s RPI„�, :, C Plan # 2109 THIS DRANANG IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT MN - - ..,.,.,V+ \99 \99025..,:,,,2,,21 00-14-1909 05341 ShwL 44 Wurkslalm' MEAN pre \Y ' II _IIIIIIIIIIp If CD .„,,rith\„, i i I 14017•Nuil AII0V" -ii "FR ..,,...._ 1.6,5 ono "Illb I jj kV "-----.2 a ILE 1111Magina ' ift _.._ _., .. . _.._.. _ _.._.._.. ■ &I INI , _ti 1111.1110111 11111111 .r_rr,.rr_rr_rr_rrM _ __. U] "-- Kappler Kapp ler Architects, PS. 1 4 „Si: Wash i ngton 6 hST 3 11 1 , 98007 Bellevu 007 (425) 641-5320 * Fax (425) 641-5318 Tryon Concepts Date awns By Descattion CZI MIP111 EC 1 MN .111 Plan # 2109 Thin DRAWING IS © COPYRIGHTED AND IS THE EXCLUSVE PROPERTY OF THE ARCHTECT ......... um MI 'M\KAA \ 99 \ 99025 \ 9902521 05-14-1999 5)534/ Sleet IJL WakslaPon MatIM WV C." .S1 rt Act In al, 733 LI) SHEARWALL SCHEDULE ir, lr ii it ae .1110( - RI7MY 1.ID1 000010 t �, _ury uouoa rn . x�aad ar01 rn alan+o m a 1 :1 P. 10,9050. ace I serum some se .7Er 1 • • ♦ DOD O O b b b 18 ... IS Si.i x•i izi x•i TES x•i MI x•i is SS t9 x•SS. .6 SS TB x•r• Jc.mos .1 x•r• 18 x•P PO sr •i 9 AA A s r, 9! �l tk b.P re.r Yd.' ra•.• r••Y re•Y . •e re•r re .9Y '',. e9l I QIAI]� re VC'. 'S .•3 re�P ...r M•Y .•r Ib.Y .•Y re..• Y•S rear eLIL mAlfB® tvltas na s•. Ye•S ....ls CO- RH .` _ _ WR meet 6.1., 241,F sees EP PIF .1, -- roe ns NO PLY WA et, Wee. Web ae xeaeo1106 . COMM raLx '.. '.. is•OSR se IOE >< ago a>E SMOG PIB EDGE! -uee 3. 8910s vs•ass noses 5.9013.01. 9.4 II W A & 0.6Cfe' . FOUNDATION SHEAR WALLS MAIN FLOOR SHEAR WALLS SYMBOLS & LEGE/ D 0".01111F.190.109 esmeraoeee.ess eEm[ws •timer acessereoonEOme -de 1OII�G.9 �®metiOY 9.9a•— eeoOID 490M'l0vel� 0 socrSsesece esege us ul NESSEENNINIIM `.- msra�srLn. MO-ADOI. MD/ML e2L 1et93eiCONDI1l101E9 SA SS cm<lar Awe .en.e ®mae.aerm zemicsmas SHEAR NOTES II MO ICI IS0.e9M1541110egls ■tiSEee•E991SeesaE4lM®LM/E a/6M . 01119 eeaeLmE®E1a ae.eEe®E 1/ O•ORf1.11.0116EAMOLLADIRODW Od.'t OM. 10.0.0 awo 9.93411.11Or 091204ETCO 16 SEAR PAM; ewas.sarDE specs9.rv sr 3.01911. f•01199048 morals MU.. 01.91049 IIEJR IrIIB1.109 SWAM OM. DO WI IPRY eOLL19•Lr.1mG,1 9 4 MCII EIWO sTG•Ci 1 920 DOM was - +Oi s seserrecemensessemeers so coma rot melee e491949.000OULTMI 1SWAE99 SILL SEAM.. eO10011.74.9 MKALTOSma !'� SicLR >Aeiti/EXEDIEMr.5910 901.1.. Pe.018 LE amlLa•r>ews'asMDseerae arasexa ms.eElyal TOMO. e4 mSEIM.LLI PANELS 0eas!lE.M17LT1ID err 11E aaaw CFROAL i'slEMPi6rPLODlnc09DSE/aw OrlLtrllonetr YS' Q59111L0.99MESI .2010.9.99O9.91WO WALL BE d IT S' es GeME D969i /l0? tic AT e29.31AE SETO.E P1e1Y9]E QR • x .. iLe �TEIEfl ECSESAILO 1ME WPM. 1cAe..SO9i•101.1 =... 3r.1X .yeA>a P70:02 MOONALED IO QIED. 40:09196 S $ p IG E DOLL CONO A,d...1 et 1.90.£ TOE.. AT EMISFAELEDGMOW..SYLL eeQ9' es AT PIS. EGG. AO IP E9.JECDSY91 LAO rF.1.01 I PDVDC LAUD 91ETS06 MO DO 011011111•111 sO u i UPPER FLOOR SHEA WALLS SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS ,C0 99.21 1997 UBC SHEET S3 55'U MAX. 17 25 CS= AND INN JUN A FROM DRIVEN OF XC VATION R OF LOT OUSETO BE B ALDER OTES: E K PPER WIRE L__ RIVEWAY SECT ON ,,- 4' EXP. AGG. CON DRIVEWAY 23 SLOPE r sir CRUSHED ROCK I. DRIVEWAY PAVED FRO 5. 150th TO GARAGE 2. SD. PIPE OF 4' NON- PERFORATED ADS N-I2 TESTABLE 3. 555 PIPE 15 6' 5DR 35 ON A '625 SLOPE. CLEAt OUTS PER CITY INFRAST STANDARDS. ' 4. WATER SUPLY FROM METER TO THE I-10U5 IS 3/4'. WATER MET IS FOGTITE 5. WATER SUPP CONNECTE 0 METER S TER S. SITE W L BE D FNC PE ANENTLY STABLE BY • USI SEED 4 MULCH OWNER BY COMPLETION DATE 1. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT PER 1998 KC. SURFACE WATER DESIGN MANUAL APPENDIX D. SITE PLAN FOR LOT 9 SCALE : I 20 SETBACKS SUBDIVISION !BERGSTROM (THE JUNCTION) 20 STREET ADDRESS - 1 FRONT : ' - A: REAR : 10 LOT ARE 5 PLAN' 0 : PLAN 92109 SIDE : ' 5 OWNER . :TRYON CONCEPTS SIDE : ' ' ADDRESS: J4420 5E 84th ST. NEWCASTLE PHONE ,• (425) 255-5518 TAX LEGAL DESCRIPTION : - JOE3 9 . 59151.02b PLAT FILE 55112 , DATE: 06-01-55 SRU REYISED DATE: II- 5 MJM frappler Architects, P.S. 13400 Northup, Way #33 Bellevue, lie. 98005 tel 425-841-5920 fax 425-841-5318 ' , lLi >D L,:13 `ci3 ET PP -101 FP22 TTP ... CP" RANKER (J POINT LOAD TRANSFERED 13r KiCKe5EIITY OF TU AF 'I OV doe, lxz : .02522 4j CIE D 1 9' ! HOLD pOUI`I WITH Sr i S I EIGNA KS WU I WRAP RAP WITH 512E DE51 IGN TO BE USED OH FLOOR BELOW �Is C 3 ey' ! 6xxx HORIZONTAL STP-AP -..TL' S1z* Sfrre ATI�;J SHEE i NDICATEa BEAM CALCULATION WITH INDEXED` NU"IBEF2 C/1-", 1UALL P.::.;,t IJO. TTPE OP': 1E4 WALL I + WALL.: ABO WALL BELOW TE' UNLESS OTHERWISE NOTED, ENGINEJIRInla 4NP ALCULATtONS ,. N@T -•: DE Te'✓S . FILE COP' . :J omlc ic. p' J rot authorize the viola. ac. :I coda or 04111111 011. RpcNpt of copy cf approved pine 111111puhdged• iYv g „v., PokIT L OAD FPdGM ABOVE PONT'LOAD PROi1 ABOVE W.. LOADN4 POUT LOAD TRANSFERTh DOWN '3LJUFS 14 .4..•0,:#1 w5: a. edtrpWls�nl rtxsta..,waa!�w3r.t?�_*cN..L':r r :r.:n ., ,. rx r. . :., ... , , x .�,. ...r. ALL FLOOR JOIST ARE: 2.10 AT 16 Div. 06.0 r sTART FRAMING LERE GEN FRAMING NOT 1 FOUNDATION KEYNOTES 1 CONCRETE STEM WALL S• ODE WIT4 M-iN. 15'x1` i F P' j R20766. SEE DETATLS FOR ADDITIONAL NFORMATION. SEE DI, 3 5 A -1 (a CONCRETE STEM WALL 6' DE WITH 12 E 12' 1 FOOTINCc 5> DETAILS 11 INFORMATION BEE Di, 3 SHEET A -I } CONCRETE eLAES ON GRADE SHALL BE 4' THICK i STEEL Ts52tra.®.F5451-,. 636 ILI 44 4 UL.F PROVIDE TINIGKH.ED ON 4' GRANUL4R. FILL. EDGE AT 51 -0772• e= .K'.OR TO DOOR. SEE PV 3 5rNEET A-i..: bx$ POST ON CE766. r ABOVE SLAB ON 36Sc3 5iS' MAT POOTNG ON SOL ?D S..$57 EVC41 •4, BAR EACI SEE DIY. 5 SHEET A -i CRAWL SPACE V15NT. SEE CALGJLATION. BELOy. 5E? : DIV. I SHEET A•I tt FP -6: t ALL WALLS ARE 2x6 OR 3,4 a 16' cc UKO. 14' MIN 5T1.0 LE) TH P E R U C SEE Div 6' SLEET A -i 4zl0:5E411 LINE. MIN. 1' Ca_EARANCE FR/71." p "T I CONCRETE AT END OF BEAMS SEE= Dlv 6 SLEET A -1 .4x4 POST CSCA5 POST AND BEAM 4TH 2x4: ON 50e FELT ON MAT FOOTING LINO PROVIDE 4x6. POST s BEAM SPLICE <. POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL I /DL SEE DI, 6 SLEET A -1 ( _y 6 MIL BLACK POLYETHYLENE GROUND COVER l� ON GRADE SEE DIV_ T -SHEET A -1 4 EOTR SERVICE P C', lC CU 2 i T2'.Sa-EIDLI L E SO PVC CONDUIT F FLgC SERV'C4 AND CD 'S/S'x8' LCNC GAL:YANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIY.-i A eD 7'ERIF:` W. 517E CONDITIONS { As fl 1 BLOCK AS R CLIT N STEEQM U IR.ED WALL FOR DOORS, I 4vAc ET , .. FP - iSxc4 GRAWL SPACEAc- CE58 INSULATE AND f �. tt lTHEI 'STRIP. S Oi 0!¢7022 SHEET -122 FP. - ' s'suRe MOCKING OF SAME SUE AS ,AD.I6C'87 JOL4T - -3 f FP -4 FP -H 4X24 MAT . FOOTMG ON SOLID SUBSTRATE 6/12/ 12) .4.BAR EACH WAY OR 12' STRIP FOOTC.16 PER DETAIL 6/DI '. FP - 1 30'x} MAT FOOTING ON SOLID SUBSTRATE WI CZ) •4 BAR' EACH WAY OR i5 "STRIP-` FOOTI PER'PETAH- 1644. 36'.X9sr')42' f (AT F004F4& t81 sOLiC SUBS ;ROTE W/ (2)` AH`sStt EACH UWY . - STU59TEE"t 12' IWO.SLAB a 12'44 t FP -18 FLOORJ014T SEE DIV 6 SLEET A -1 PP-IS I 4r9 OF-al ti(E, SOLID ISLOCKING Bentrat JOIST ..: OVER SUPPORT. SEE : - DIV ISION .06100 SIEET. A-I i1' -20 "FSRP'v1DE 80LfD BLOCKHNG S JOT 1 SY5TH' TO PRO 4 CE SANE ARE GF. $EAM SUPPOlzT AS ABOVE AND EELOW ' ; . 'D , m 6 64EET A.I. •:. mut r Ol8i4R tscE :FROM CONCH FP -21; f FP -2T. vER 54€ET FOYL ALL. GE+EiRARAL NOTES V d.FREMENTS. P rer—aL MATERIALS LEST CkN'. SECTION SLEET wt 'FT FOR. 4I.4.. NOTES AND CLOSEMENTS'CONCESPONG rECHANIICAL: .P I61B- I.'+. ` ? ELEC:S: -CAL. TIRE6 CEe1Cat err r tAi4.F. TRt.e5 FLAN 5110 EN IS FOR GENERAL LAYOUT C C SEE f>114.6400 SHEET A 1 - 761166 LOAD.. SEE Vv. 040001A 66EET A -I - TRUSS SPAN PER'. FLOOR PLANS - T*1e6 TYPE PER ROOF FR4"'IMG f :: Al 5. ROOF FRAMING SPACe4, 24' sc. UN:C. °ITCH- 3-1 PER ELEVATION' INTERIOR PER 46 ;. RAFTER TAIL 2x4 VERiFZ s. ROOF TAIL AND S.A. CvESSANG FER ROCT P'LAN. ALL c:.DER5 Ai¢ 411101 DF •2 ALA PRO a$ ! VIDE (U TR6'FTER STUD JP TO 4' -0' SPAT G d AND (2) TR 1 ER STUDS OVER 4' -0' ENO. I I ,_I73 SEE DI, 06100 SLEET A -' i In. _ ! . EMEND DYER MIN IS' , BELOW SURROUND IFP DIAMETER STEEL POST EDGE OF CCINCP•ETE.' SYMBOLS & LEGEND 1 —um s map aim in 4 1.111111111 11111111 NM MI MIR ' St I1Ii!!1I � � l 1��l� � a �, _ -. ? E X 41 =1 1 � � ®1 ®1 1 1 I Ll l 1�1 � NI I I !III i L I1 [1! rli ha `, :� t` Ham■ :i`% !•1 ®1 H id1 ®1 ®I I I1 pot Bed #2 10'-4'x10 =6'<• !Tr; I1. 11,11 1 / CITY OF rURWILA APPROVED NOV 1 7 199 AS NOTE rn suILehNG DMS! " SQUARE FOOTAGE MAIN FLOOR ` 1163 SF UPPER FLOOR 946 SF TOTAL 2109 SF GARAGE 528 SF DECK / PATIO '�1 SF- SOUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED GLACE IN CALCULATIONS. OPEN' TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS.. ain Floor Plan ac:; cd copy of ' By Date Permit No. / i l DRAWING INDEX AL CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS dt BUILDING ! SECTIONS DL STANDARD DETAILS D2. STANDARD DETAILS SI LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE c-cri and. omissions� F _ ccee not authortz® the violation c • de or otdlrie11oe. HecNHt of contractor's )proved RIM 1 OYp clry N 7UKWItA N OCT 151999 PERMIT GEN ER SEPARATE PERMIT REQUIRED FOR: Lh ME CHANICAL LECTRICAL PLUMBING Lel G CITY OF' BUILDING DIViSi: N ® 2 JOS NO.: 99025.21 • . 'r . SHEET COVER SHEET ANSION\DWGS\MASTERS\XRERAIDWG REVISION DATE 08/12/99 Fg OPE,P P> �e�w 1 1 W N� ) LI I1 It!bcI L E1t 1flI !1 1 JH It fleIB I 1I1 a R � aa,< ' i ° 1is r 4r i t 1111 a � � � t , t $ lad 1 11 111 t tilid ilia,: hi r r r ti [ s 'It jti 1i 1tii ipti l O m J p 01; [TOT Marti !'1j _I t r r . , Jill ! .rl 1 q 1111 1 ib agra A F 1! I F ly vnr a onv ? a a `a !I Et 1L I L iI L I a I !I I L ( 1 1 c 1 . R %L if 1 41 1 11 i 1 it ill il 1 1 s � 4 6 g Kapp ler Architects P 14311 SE 16th ST. Bellevue, Washington ' 98007 (425) 641 - 5320 * Fax (425) 641 STANDARD CODE NOTES Date By Desorption MIN IMO IBM THIS SHEET HAS SEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V- NONRATED CONSTRUCTION 1997 UBC. THIS DRAWING IS © COPYRIGHTED: AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT O ®� S �MIIM■ wry ANSION\DWGS\MASTERS\XRERAIDWG REVISION DATE 08/12/99 Fg OPE,P P> �e�w 1 1 W N� ) LI I1 It!bcI L E1t 1flI !1 1 JH It fleIB I 1I1 a R � aa,< ' i ° 1is r 4r i t 1111 a � � � t , t $ lad 1 11 111 t tilid ilia,: hi r r r ti [ s 'It jti 1i 1tii ipti l O m J p 01; [TOT Marti !'1j _I t r r . , Jill ! .rl 1 q 1111 1 ib agra A F 1! I F ly vnr a onv ? a a `a !I Et 1L I L iI L I a I !I I L ( 1 1 c 1 . R %L if 1 41 1 11 i 1 it ill il 1 1 s � 2' -I V2' T - [/7 11' -0' F 22' -0' 40'. -0' 10'49 3/4' Y HANGER CITY OF TUK LA POINT LOAD TRANSFERED BY KICKER APPROVED NOY 17 1 ' aJ'� W nS [/O LD INDEXED NDEX / HOLD DOILN WITH SIZE DESIGNATION 4 i ' . jtiJl JI�J(i Dt. VERTICA STRAP WITH SIZ DES TO B E U OH FI:OOR � r ' Q r HORIZONTAL STRAP WI1FI SIZE' DESIGNATION (1 INDICATES 5E41 CALCULATION WITH T O 1 J ED NUMBER - .. ® EXTEN1' OF'BHEA WALL YPE F SHE 2 WALL F WALL WALL BE LO W NOTE:, UNLESS OTHERWISE NQTEL?, E AND CALCULATIONS ARENOT PROVIDECI IN THESE DRAWINGS. POINT. LOAD' FZOI'I ABOVE 0 0 -1 SPACE L CORAL SPWCIE ALFA 1E3 .EF ZONAL STACEAU1Cges TTB ' SF /!" I PQ I If AIWA PLEOSELLEILL TiLIRCLIL. VOW eglE .1. EFIRCIENC10 FEW veer MEE FREE AREA Moor ASESFSE e IBS MEWS LOGATIOnt 6.. _ VENTS Ns S6 ,,...1111_ EF CiAMT' AREA 1- t. VENFSErNRL. BEGOE:NEB ERN. I TINE/ ORE 1.19304 tll!Tii orioE 'W.a -' OF N4'rJ41L4L I & I ES LraGLT AI MI Jousr rust Ise O!L! B/mffi.®6EG 502144 @ -E 34 _ '1 GENERAL FRAMING NOTES I F. SEE GONER SHEET FOR ALL GENERAL NOTES AND REQUIItEMIENTS 2. SEE TYpIGAL MATERIALS LIST. CN SECTION. SHEET 3. SEE aoveNswear FTJR ALL NOTES 4M17 REQUIREMENTS CCNCEFd4W's RECMNNECAL, RLtR"BK , AND ELECTRICAL. 4- TRIMS 2JE540N BT MANE. T1ROLWA Ft AY SPOT .0 FOR GENERAL LADOJT ONLY 5EE DJV. 6000 Si1EET A - - TRUSS LOADIN SEE DIV. 07000'115 SHEET A -I TRUSS SPAN PER FLOOR PLANS - TRJ55 TYPE PER 14100F FRAMING PLAN 5. ROOF FRAMING SPACING, 24' WA, UJ1G. 6. ROOF PITLW - EXTERIOR PER ELEVATION JNTERMOR PER SECTION. T. RAFTER TAIL 2,4. VERIFT" a ROOF TAIL AND RACE OVERI-/AFY PER RO'S PLAN. 5, ALL. I OADERS ARE 4x10 EC 4 ONO. Pf2Civ',DE (J), TRs ,cR 5..:i ,s' TO 4 °..,PAN AND (2l TRRPER STUDS OVER 4' -0' UNO SEE DIV. 06100 SHEET A -I I FOUNDATION KEYNOTES CCNO TE STEM WALL 8' WIDE WITH MIN. tS'xi' FOOTING- SEE DETAILS FOR ADDITIONAL N"fiYd}A7IQ1 SEE DIV. 3 SHEET A -I 1 CONCRETE 51E1 WALL 0' WIDE 11J114 M!N. 12'WA FOOTING_ SEE DETAILS FOR ADDITIONAL IFOR'tATJGNi WEE DIV. 3 ° A -1 CONCRETE SLAB ON GRADE SHALL BE 4' TI -IIC( STEEL TROWELED FINISH. W7 6x6 IUL4xU1.4 WILF GN 4• GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE TIAIGKE NED EDGE AT DOOR SEE DIV. 3 SHEET A-I 6x6 P002 ON I ABOVE SLAB ON I FP 36'x36,3' MAT FOOTING ON SOLID SUBSTRATE MA) G BAR E,AG -1. WAY. 'SEE DIV. 3 SHEET A -I 5 CRAWL SPACE 1 ...EJ4T. SEE CALCULATION BELOW. SEE DIV. I 7 1 ' ALL CRIPPLLS ARE 2x6 OR 3x4 • 16• oz UJND 14' 1 STUD LENGTH PER UEC SEE DIV: :6 SHEET A-1 4.10 SEAM LINE. MIN 1' CLEARANCE FROM IP' I. J CONC i AT END of BEAMS SEE DIV 6 SHEET A -I 414 F'D5T (SCAB POST AND BEAM WITH 2x4) 1 -$ CN 00 FELT', ON MAT FOOTING ONO: PROVIDE 4x6 POST a BEAM SPLICE: I POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL. 16(01. SEE DI, 0 SHEET A -I FP -3 (" ' 6 MIL BLACK POLYETHYLENE GROI.ND COVER JJ ON GRADE. S EE DIV. 1050ET A -I FP -10� E SERVICE. PF3 (I i 67' SCHEDULE 80 PVC CONDUIT -FOR. ELECTRICAL SERVICE AND (1) 5 /OWE LONG. GALVANIZED ROD FOR - ELECTRICAL GROUND00 SEE DIV. IS AMP VERiF W/ SITE CONDITIONS 1 .BLOCK OUT M 5TEM WALL FOR DOORS. 14VAC, ETC_ AS REQUIRED f Fp - 121. 18' x24' CRAWL. SPACE ACCESS INSULATE AND t -1 WEATHER 5TRIP. SEE DIV: 010022 SHEET A -122 rFP-13 PRESSURE BLOCKING. OF SAME SIZE AS l_ DJACETIT JOIST. I( FP -14 24'1224'X1' MAT FOOTIM3 N SOLID SUBSTRATE L_ J W (2-) 4 BAR EACH WAY OR O' STRIP FOOTING PER L)ETAIL C6UPI 30'1230'X1 "1'IAT FDOiMG ONI SOLID.SU@5-IRATE IlY (2) •4 BAR EACH WAY OR IS STRIP FCOT MUG PER DETAIL ISUPI. �P -Ib 30'1236'X12' MAT FOO TIMs ON SOLID SUBSTRATE FP-15 (FP-1 W/ (2) +4 BAR EACH WAY STUB STEEL 12' INTO SLAB • 12'oc FLOOR JOIST SEE .DIV. 6SHEET A -I 4z8 BEAT1.LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION, 06100 5NEET -1 .'..: PROVIDE' SOLID BL TNRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAN/ SUPPORT AS. ABQVE. ANp BELOW' ' SEE DIV. 6 -SHEET A -I' FP -213 MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS C P - EXTEND PIER MIN 18' BELOW SURROUNDING GRADE FP -20 � (FP -23) FP-24) EDGE OF CONCRETE 3', DIAMETER STEEL POST r I Y,�...rn r -..arr ,.•.n r 8 =T 6050 -3 . GLAZING CALCULATION TOTAL sr OF HOB Me J1F TOTAL IF OF °LATINOr A TOTAL OF OIL +56 SE 15GY.QiATEDSUNK:TLE RECORVISIES SET FOION IN THE WI8101551'C61SfieiE ENEPRET CAE, REFER TO ADOE11555- DOCUPEUTATEN 10 01IPPCIE !Ensocow9T OF F90FO M SOLE J -3 / 22' -0 40,0. ri -2V ! Itrz/ / 6 -8 1/2' SYMBOLS AND LEGEND ® mg- roma' ANT TO carom 5o ae•I :•aFN WAV ERO E FAN WO OF69? VTOS Ns mom 66taR71R1f32- WO- WpCSE'1 ® 1WIERMOSTAT • S¢ ABOVE RJ:IOR A. FEMME A' prissoris rooms Age INTAKE FROM OUTSIDE TO RETURN AR PLEA. AT gARPLACE MN PT ORM D ROE DOWERS_ G M•ROv c R✓ERVN- EXPAWADI TANK AT WATER RSV S KINB autocross rut Leo WATER. WEN 6.Q7®eT BIALTQI!' NIESI CCF EGIED G STRAP WATER NEATER TO FRAMJNG TOP Abp BOTTOM. q) 241 TIER TO MOLE mare FAN D TO PRESSIRE OUfSIDE RELIEf LINE 1' -6 8' -3 IR' MAIN FLOOR PLAIN / PEG✓VY✓1GSL ruinous. AID ELECTaCAL 6y67- sae.IHTIS PER DM 5» SEE SW A I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I P -I ) ( P -2 ) ( P -3 ) P -4 P -5 P -6 ) P -1 I P-8 ) ( P -9 [ ) ( P -11 P -12 . 1 ( P -13) ( P -14 P-IS ) P -16 ) P -Il ) P-IN ( P - 20 ) ( P -21 ) P-23 ( P -24 OCCUPANCY SEPARATIO. APPLY (I) LAYER 5/8• TYPE 'X' GWUS. TO ALL WALLS AND CEILINGS OF GARAGE NINA FC?O 1 FaNDATION TO SSATI UNAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SIT SFEET A -I 13/8' MIN_ SOL4D CORE DOOR WITH SELF CLOSER. TO BE TIGHT FITTING SEE DIV 010025 SENT A -I STAIR ASSEMBLY NOTES PER UBC SECTION 1003 A. HEADROOM MN. 6' -8', WIDTH MN. 3'-0, B. TREADS I0' MI. DEPTH, 8' MAX. HT. C. HANDRAIL MIN 34' TO MAX 38' ASIOVE TREAD NOSING. HANDRAIL 1 V2• MN. TO 2' MAX. CROSS SECTION DIMENSION AND I UT MN. CLEAR FROM WALL. RETUFN RAIL ENDS. D. NSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT NALL(S) E COVER USABLE SPACE WIDER STAIR W/ S/8' TYPE 'X• GWB. (2) LAYERS • CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W! LESS THAN 4 BETWEEN BALUSTERS_ SEE DIV. 010028 SHEET A -L SAFETY GLAZING PER UBC SECTION 2406 A. WINDOWS WTIWIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TABS AND 5HOWERS D. GLAZNG N DOORS E WITHIN STAIRWELLS F. WITHIN 5' CF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A -I ) EGRESS WINDOW PER UBC, SECTION 310.4 L SEE COVER SWEET FOR ALL Gaet4L MOrE5 ANO RECLARIEENTS. 2. ENERGY AND AIR Q'JAILITY INFORMATION SEE DN. IT SHEET A 3. SEE BUILDING ELEVATION FOR 11100.48 OPER4T'AN SEE DIV_ 8 SHEET A - 4. SEE TYPICAL MATERIALS LIST ON SECTION °.BEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONKESN T'ECNANICAL- PLIT'DNGC AND ELECTRICAL SEE DIV. 08600 SHEET A - IGNITERS FOR GA5 FIRED APPLIANCES N G/I12/ -F TO BE IS' MN, ABOVE TOP OF SLAB. SEE DIV. 5 SWEET A -I COVER WALLS ADJACENT TO TUBS AND 54-101.1IERS WITH NON - ABSORBENT MATERIAL TO T0' ABOVE DRAM INLETS. SEE'.. DIV. 03250 SWEET A -I (2) LAYERS CF FLOOR 5FEATHNG OVER FRAMING. S MAX RISER WITH IN 112, RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER IBC, SECTION 1006 SHEET A -I IE x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER. STRIP. SEE DIV. 00022 SHEET A -I 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND UEATHER STRIP. SEE DI, 010021 SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A DIRECT VENT FIREPLACES, NSTALL PER MPG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV 010028 SHEET A -I B. ZERO CLEARANCE FIREPLACES 5WALL CO FOR 1 TO UBC REQUIREMENTS. SEE Div. 010028 SHEET A -I C. HEARTS SHALL CONFORM TO UEC REQUIREMENT. SEE DIV. 010028 AND 9 SWEET A -I D. 5/8' TYPE 'X' GUS ON HOUSE SIDE' OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER ABC 5092 A AT STAIRS SLOPES AT 36' ABOVE STAIR NOSING5. P -I9 B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIV. 15 SWEET A -I PLANT SHELF UPPER AND LOSER LINEN CABINETS Lp_22 ) SOFFIT AREA CITY OF TUINA 216 STUDS WI R -19 INSULATION MN. AI P NOV 171999 A;; !Iii lt:U �..,,..,Ii 0 01V'131Ot� INTEGRATED MAKE UP AIR SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR TOTAL GARAGE DECK / PATIO SQUARE FOOTAGE IS MEASU'^ TO THE OUTSIDE FACE OF WALLS. STAIRS AE TO SPACES I ACE S CALCULATION/4. RA GE NOT INCLUDED M CALCULATIONS. 1163 SF 946 SF 2109 SF 528'' SF 90 SF JOS N9.:. 98026 -21 .Y /i 2'-3 52 ' , F `6 �NCI L —I gz A VtNY- 3' T 2 V L. r t MEI MI= WINE T vr - J O Ank � � .- I .4 /9 L•.9 �.. -R P J ii11111 lilli, - O SD WALL TO BOTTOI.OP TRE5 .UI 9•.09 ii) 1'-0 1%' \ \ \ % / X / 36' 1.11.14.L BUILT N L ly l ails I '-w vros F - p - 1 I \, II 1 /*, \ I' \ P -I2 • INTERIOR GE LINE « _ _ _ ' - _ _ _ , I / 2X8 WILL r_�atU6 ■ .0-.6 / 5' -9 L7 j flJGAI. 6'-1 2' -T .U16,9 's (( P - 19 ) (IP -23 ) Gaa'E ( P-6 ) (P -81 ( G P I -I . ) ` P -TI t X11 I i ll P-3 , 8010 Ov4• -i DOOR • i. �/ S ] . ■ W/2X 'a .I 8010 OVHD DOOR PICKETS s4' O.C. d6' RAIL _w_ ( PAS ) r 8 =T 6050 -3 . GLAZING CALCULATION TOTAL sr OF HOB Me J1F TOTAL IF OF °LATINOr A TOTAL OF OIL +56 SE 15GY.QiATEDSUNK:TLE RECORVISIES SET FOION IN THE WI8101551'C61SfieiE ENEPRET CAE, REFER TO ADOE11555- DOCUPEUTATEN 10 01IPPCIE !Ensocow9T OF F90FO M SOLE J -3 / 22' -0 40,0. ri -2V ! Itrz/ / 6 -8 1/2' SYMBOLS AND LEGEND ® mg- roma' ANT TO carom 5o ae•I :•aFN WAV ERO E FAN WO OF69? VTOS Ns mom 66taR71R1f32- WO- WpCSE'1 ® 1WIERMOSTAT • S¢ ABOVE RJ:IOR A. FEMME A' prissoris rooms Age INTAKE FROM OUTSIDE TO RETURN AR PLEA. AT gARPLACE MN PT ORM D ROE DOWERS_ G M•ROv c R✓ERVN- EXPAWADI TANK AT WATER RSV S KINB autocross rut Leo WATER. WEN 6.Q7®eT BIALTQI!' NIESI CCF EGIED G STRAP WATER NEATER TO FRAMJNG TOP Abp BOTTOM. q) 241 TIER TO MOLE mare FAN D TO PRESSIRE OUfSIDE RELIEf LINE 1' -6 8' -3 IR' MAIN FLOOR PLAIN / PEG✓VY✓1GSL ruinous. AID ELECTaCAL 6y67- sae.IHTIS PER DM 5» SEE SW A I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I P -I ) ( P -2 ) ( P -3 ) P -4 P -5 P -6 ) P -1 I P-8 ) ( P -9 [ ) ( P -11 P -12 . 1 ( P -13) ( P -14 P-IS ) P -16 ) P -Il ) P-IN ( P - 20 ) ( P -21 ) P-23 ( P -24 OCCUPANCY SEPARATIO. APPLY (I) LAYER 5/8• TYPE 'X' GWUS. TO ALL WALLS AND CEILINGS OF GARAGE NINA FC?O 1 FaNDATION TO SSATI UNAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SIT SFEET A -I 13/8' MIN_ SOL4D CORE DOOR WITH SELF CLOSER. TO BE TIGHT FITTING SEE DIV 010025 SENT A -I STAIR ASSEMBLY NOTES PER UBC SECTION 1003 A. HEADROOM MN. 6' -8', WIDTH MN. 3'-0, B. TREADS I0' MI. DEPTH, 8' MAX. HT. C. HANDRAIL MIN 34' TO MAX 38' ASIOVE TREAD NOSING. HANDRAIL 1 V2• MN. TO 2' MAX. CROSS SECTION DIMENSION AND I UT MN. CLEAR FROM WALL. RETUFN RAIL ENDS. D. NSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT NALL(S) E COVER USABLE SPACE WIDER STAIR W/ S/8' TYPE 'X• GWB. (2) LAYERS • CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W! LESS THAN 4 BETWEEN BALUSTERS_ SEE DIV. 010028 SHEET A -L SAFETY GLAZING PER UBC SECTION 2406 A. WINDOWS WTIWIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TABS AND 5HOWERS D. GLAZNG N DOORS E WITHIN STAIRWELLS F. WITHIN 5' CF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A -I ) EGRESS WINDOW PER UBC, SECTION 310.4 L SEE COVER SWEET FOR ALL Gaet4L MOrE5 ANO RECLARIEENTS. 2. ENERGY AND AIR Q'JAILITY INFORMATION SEE DN. IT SHEET A 3. SEE BUILDING ELEVATION FOR 11100.48 OPER4T'AN SEE DIV_ 8 SHEET A - 4. SEE TYPICAL MATERIALS LIST ON SECTION °.BEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONKESN T'ECNANICAL- PLIT'DNGC AND ELECTRICAL SEE DIV. 08600 SHEET A - IGNITERS FOR GA5 FIRED APPLIANCES N G/I12/ -F TO BE IS' MN, ABOVE TOP OF SLAB. SEE DIV. 5 SWEET A -I COVER WALLS ADJACENT TO TUBS AND 54-101.1IERS WITH NON - ABSORBENT MATERIAL TO T0' ABOVE DRAM INLETS. SEE'.. DIV. 03250 SWEET A -I (2) LAYERS CF FLOOR 5FEATHNG OVER FRAMING. S MAX RISER WITH IN 112, RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER IBC, SECTION 1006 SHEET A -I IE x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER. STRIP. SEE DIV. 00022 SHEET A -I 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND UEATHER STRIP. SEE DI, 010021 SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A DIRECT VENT FIREPLACES, NSTALL PER MPG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV 010028 SHEET A -I B. ZERO CLEARANCE FIREPLACES 5WALL CO FOR 1 TO UBC REQUIREMENTS. SEE Div. 010028 SHEET A -I C. HEARTS SHALL CONFORM TO UEC REQUIREMENT. SEE DIV. 010028 AND 9 SWEET A -I D. 5/8' TYPE 'X' GUS ON HOUSE SIDE' OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER ABC 5092 A AT STAIRS SLOPES AT 36' ABOVE STAIR NOSING5. P -I9 B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIV. 15 SWEET A -I PLANT SHELF UPPER AND LOSER LINEN CABINETS Lp_22 ) SOFFIT AREA CITY OF TUINA 216 STUDS WI R -19 INSULATION MN. AI P NOV 171999 A;; !Iii lt:U �..,,..,Ii 0 01V'131Ot� INTEGRATED MAKE UP AIR SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR TOTAL GARAGE DECK / PATIO SQUARE FOOTAGE IS MEASU'^ TO THE OUTSIDE FACE OF WALLS. STAIRS AE TO SPACES I ACE S CALCULATION/4. RA GE NOT INCLUDED M CALCULATIONS. 1163 SF 946 SF 2109 SF 528'' SF 90 SF JOS N9.:. 98026 -21 CCG JEIS LEDGER 9 R.O:FLNE uevgim ntm r mrlx ey¢VS� M✓I n^++.. N - 1,1 V 21' SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING- .. El POINT LOAD TRANSFORM DOJN - { POINT LOAD TRANSFERING pOILN W/ LOADING , "? HANGER "„ JOB NO ...'99025.21 � POINT LOAD TRANSFERED BT KICKER � p y / NOV 1 7 .� HOLD ODWN WITH SIZE DESIGNATION AS NOTET ' ' F VERTICAL STRAP, WITH SIZE, DIjjl G DI\ Sic�l � TO '.,EE USED ON FLOOR,BEI.OIW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION I - B EET INDICATES BEA CALCULATION WITH I INDEXED NUMB ® - EXTENT OF 9HEA,° WALL. TYPE, 0 SHEAR WALL 1::::=11; WALL ABOVE WALL BELOW NpTE UNLESS PTHERWI9E AND CALCULATION NOT + YID IN I SE ORAWING9. 1999 • L s GENERAL FRAMING NOTES I f FRAMING PLAN KEYNOTES i BACK FRAMI1NG AND 50: FIT AREA AS 1 l�OUIRED TO ALLOW FOR HVAC D x TttYs. SEE DIVE SHEET A -' F 2 1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAI ;WNCs MEME3EFt�a SUFPDRTND UPFE? RWr FRAMPIG MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF WEAN WITH OUTSIDE FACE OF WALL UPSET - 5017011 OF BEAN EYN. IA BOTTOM OF JOIST AND TOP OF. BEAM EMENDS UP AE;OVE ( -3 J ( F -4 F -5 4 SEE COYER SHEET FOR ALL GENERAL. NOTES. AND RECUIREFENTS 2, SEE TYPICAL MATERIALS LIST ON SECTION 3. SEE COMET FOR ALL MOTES AND RE4REI'ENTS CONCERN.* ?' CA4ANIGAL. PLLMENSIG, AND ELECTRICAL. 4 TRLSS C+- C=3G1l BY MAW,. MUSS PLAN N44OL'N IS FOR GENERAL LArOJT O,ALY SEE :DIY, 6 siEET A -I r, $$ LOADS* WEED/v., VOW, SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TNGWN TYPE PER ROOF FRAMNG PLAN S ROOF FFS.tiP'!h$`s SPACING, 24 ac. C.N.O 6 ROOF PITCH- EXTERIOR PER ELEVRT:ON KTER5OR. PER SECTION. T. RAFTER TAIL 2x4. VERlFr. 2. ROOF TAIL AND RAKE OVER. -LAN PER ¢?L'F PLAN_ S ALL i.EADE.RS APe 4410 DF'2 LLNO. PROVIDE (11 TR$1 t11.R STUD LP TO 4-0• SPAN AND (21 IRO MR STUDS OVER 4' -0' UNO, SEE DIV. 06106 SHEET A -1 ( TOP OF WSAM N FLUSH WITH E+OTTOM OF t F'6 ) JOIST WITH NO TOP PLATE_ OUT ADJAC; 4T :. ,... FRAMING MEMBERS INTO BEAN FOR ADEQUATE `- A PORT_ 1 i Arno SPAS SEN1,T ( F SEE CALCULATION SEE DIV. 01002 SHEET. A -I F 5 1 FLOOR JOIST SEE SCHEDULE. 1JI SEC DIV. 0.100 SHEET A -I PLA LF 9 j SEE TE ;- IEIGH EL AND R SECTIONS FOR 10 i PRESSURE BLOCKING SEE DIV' SHEET A -I i . F - ) FLIEl4 - BOTTOM CF BEAN OVEN. Al/ BO iTSP OF J01578 ( , ( - !2 , ..TOP OF BEAMFLU9H Ill/ TOP OF JOIST AND B?_AM EXTENDS DGWN BELGW JOISTS (. F 3) TOP OF BEAM A BELOW TOP OF JOIST TO. ALLOW F{>R HvAC OYER.BEMT.AND BEFI'!'BUMPS 0011W WELOW.;J01S S 2X6 DYR RAMNG ®24 OC t � 2X6 CEILNG JOISTS a 24. 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SF TOTAL VENTS PROVIDED ROOF JACKS • 322 gF EAVE VENTS .NSF GABLE END VENTS • L _ SF TOTAL SF OF VENTS PROVIDED . • 6S6 6F •.AREA MAY I/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF. THE ATTIC INSULATION. SEC 150532 •. EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO I /4 MESH I GENERAL FRAMING NOTES J SEE SET A4FOR $0N.E W'•I' -C, I FRAMING PLAN KEYNOTES I F -I I F -3 l F -5) ' F -6 r F-1 F -8 1 F - S l -1 ) F -11 r F -12 F -13 r )F -14) F -B 1, BEE COVER SHEET FOR ALL GENERAL NOTES AND REIiJMB ENT6. X. SEE TYPICAL MATERIALS LIST ON SECTIOPL SHEET 3_ SEE COvERD•EET FOR ALL NOTES AND CONCERNING 1'EOUNICAL. PLUMBING, APO ELECTRICAL 4, TRUSS DESIGN BY MART TRUSS PLAN 514OW. IS FOR GENERAL LAYOUT CM-Y SEE DM 6100 SHEET A-I - TRUSS LOADING SEE DIV. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - 3*06 TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACRO. 24• oc. U.N.O. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. •L RAFTER TAIL 2x4_ VERIFY. S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN_ q ALL FEADEIffi ARE 4x60 OF .2 UMO_ PROVIDE CV TRIMMER STUD UP TO 4' -0• SPAN AND CZ) TRMMER STUDS OVER SEE DIV_ 06100 SHEET A-I BACK FRA IFSF AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTS.. SEE DIV SHEET A-I RAKED PONY WAIL ON TOP CF LOITER ROOF FRAMING TARS SIAFPORT5 UPPER ROOF PRATING FE8'EERS. ALIGN EDGE CF JOIST WITH FACE OF WALL ALIGN 0•emDE FACE OF BEAM IUTH OUTSIDE UPSET WALL UPSET = BOTTOM, OF BEAM EVENW/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS, UP ABOVE JOISTS ' ' TOP OF BEAM IS FLUSH 014 8O1TCM OF WITS NO TOP PLATE: CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT ATTIC SPACE VELAR SEE. CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST. - SEE SCHEDULE DIG. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND. SECTIONS FOR PLATE HEIGHT PRESSURE BLOO1OIG SEE DIV. 06100 SHEET. A -I FLUSH - BOTTOM. OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOUN BELOW JOISTS TOP OF BEAM 5•. BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM HUMPS DOWN BELOW JOISTS 2X6 OVERFRAMING • 24 OC 2X5 CEILING JOISTS • 24 00 I SYMBOLS It LEGEND U ▪ POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE - W/ LOADING S POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN W/ LOADING... ge CITY OF TUOWI A - HANGER APPROVED POINT LOAD TRANSFERED BY KICKER NOV 1'7199 AS NOTED 4- HOLD DOWN WITH SIZE DES0HATIRj11 01013 DIVIr0A VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW I.. ST55 — HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CA•-CWI-ATION INDEXED RIMER - EXTENT OF 6f4EAR.WALL TYPE OF SHEAR WALL 'I WALL ABOVE #0001111C WALL BELOW NOTE: UNLESS OTHERWISE. NOTED, ENGmEERMC346 ' CALCULATIONS ARE NOT PRO VIDED SIDE ELEVATION N ' LIVPY, T PLATE LIwCs WISa�11EACER rI m \• \UVMG 9IBFL. 5:Q l 4• DIA GABLE, vt31T 91DNG— REAR E 6ca4 ue•.r -o' SIDE• ELEVATION 9a;s yD•.I' -O' ( FPCi2 TOP Ft ATE a � A IPF£it 916 FI �.. GAFX.E TOP PLATE FN%T WlDC911E4DFR .�'. G4RK¢9LAB .fAMiLT 91�PLR TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFINO: (DIV. 7) SHINGLES (DIV. Oa000S) BUILDING PA1ER:(DIV.7) 307 BUILDING PAPER SHEATHING: (DIV. 6) 11W ORB OR EQUAL FRAMINE (DIV. INSULATION: (D 1V 7) SOPPIlE IV 1) OWR(D1V 9) BL 1/2 RE -SAWN PLYWOOD 5R• OWE 2ll E4. EXTERIOR WALL CONSTRUCTION BIDRiO MATERIAL• W. 7 T)' WOOD SIDING I PAPER BUILDING WRA SHEIN O P. (DDIINN - F HBATHIN: BAMINO: (DI(DIV 6) 2 x 4 000 OR YYUEO Ai EUAL W OC FV 2 % 4 s°aviu'Aa iP INSULATION:. � 7) - A -13 BAIT W/ INTEGRAL: VAPOR BARRIER OWB (D 9). : - 1/2' OWE FLOOR CONSTRUCTION PLOORINO W. SUBPLOOR O1v. PRAMINO IV. INEUTATIO : (DIV.)) BOPPED (DIV.)) TRIM:(DIV. 6) WINDOW: (WITS NO BRICK MOLD) CORNER BOARDS: FASC1k PINISH PER'PLANS (DIV 01005) ,3/TYWD COMPLY, OR EQQ R -19 SATT U? RESAWN PLYWOOD . 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JOINT wr 0.5B. or AMON. Qfl) 6 .104 WRAP TEANOL'1L(N L 10 BOA •it BBD OP AINERCOICREIE 016133.1 IA 3346.1 MN TLS ULM 2-23•4 FLAIESAKAL SIM. TO EA RAE WOW 4 ,11331161., BEE BET MO_ OA OMR AEI 60430. SEEL RAM seam • 4'-T• *COME 3 BEET A•B MEEK AMMO CS BEAPBALL =MILE T11LB'!®. (2) BIR •Top ' vE LISAR• Q)N.3 SRO A-l) 2' -0' FOU DATIO 3/4 =T-o• D AIL STEPPED FOUNDATION DETAIL 4' CR4C. SLAB 3132 4' ROCK OVER YAPOR SARRIOR C)CR1PPLE WALL 0 FOUNDATION OFOUNDATION DETAIL 'G "°E`S SFEA 03300. 00000 -u 3/4'�T -O oslao� 33OO.O7 T + 10 3/4 =T-Or a taosoecoauJ • 4 V'E1T. BAR• ID' oc (ON.3 64$T A, • M WW2 134R•L6' (DM 3 *BEET A -I) J -BAR • *' oc (DN 3 SHEET A -U ▪ NONZ BAR • VP cc I'-6' OVERLAP (MIN) (DN. 3 SHEET Al) - M VAR• 12'x L.Y_E• . (DIV.3 BEET A, 141U€ 4' PEEP FTG. DRAM OFILTER M 24' GRAVEL BED. (DIV. 2 BEET A -I) (4) •4 E.WR CONT. (DIV. 3 P ET A -U SOLID )BSTR4TE 4' CONC. SLAB OVER 4' RO(JC OVER VAPOR BARRIOR + CANTILEVER FRM'G' AT FOUNDATION @FURRING DETAIL 03800. 00000 -23 3/4=? -0" 2 -TA 3/44 L uu unn uun I IIIiIIIIIII l l A # a' ADD BARB t0 MATCH TrEItiORCE III ,.• " PER FLANB.. II uun nnu nu une ,= 111111 111111 =11 III', �. - 111111 'IIIII_ . . (III III 1111 =11111 111111 =IIIII IIIIII_IIIIII • i llllll- lilll�IIIIIIIIlI11= 111111: LIE GF EXCAVATION Y Y Irma elm on imam '1 IIIL^ ;111111 - 111111= =111 - 111 =111 SEE FORDATION DETAIL.(5) (2) CONT., M BAR CRIPPLE NW. (DIV.• $W 44) r Cal'. WPM VENT IQ RESAIIN PLTIMOOD • Forwr TREATED N1D SILL SEE FO1DATIR4 DETAIL POST/FOOTING CONNECTION 3/4"4-0" WQC VP`'.' r D' �¢ ;1AI B o STET'' . WA R SE3=WORDAILO'( PETALS P PE E FLAN (DIV SHEET A4)) 4' CONC. SLAB OVER A GRAVEL BED (ON .3 SHEET A -D TREATED MID BLL [DN 6 SHEET A-t) 11',If` I corn JPR • moot • room OU PP.E 6YY. teE F080Ai10N DET*J TIP FLOOR PRRlKR3R PLAN (DIV.6BEET AU PERRIN (1:1,6 BEET kV 1 corn.. ECON. APA LATERAL RESTRAINT PANE 10012 1$ CRIPPLE WALL o FOUNDATION _ (FO -DETAL ( ,M wr.r. INN eiri I \\ ecocoenemocoot Aramorno E(2AA83A1' i! 1M► IPM iSRT W MOM WAS ii.. (Do-i TIBET A41 We (P AA.4 6OC, MN- 30(QT A•V %SOONGRA'E PER PL.( N.V. BEET A-13 VAPOR BAR ER COPT AP EAD PEE PER PLAN (Pre 3 SHEET A.u•a• O)M BAR COWL (O(V.3 S•MT A -U Ed. DOOR AND R O P E (DIV-6 BEET A4) D(•'.°_w.- 3' .D FLAS44P AS FSAD. nov.1 BEET A, moon. Rats.. 4 CC etas Ol 4' (NAVEL BED (DIV 4 SHEET A -U BM TREATED /NEW= TRIM moo BATED HID SILL (DM 6 SLEET A-U •. L l S1 RE-EAR 19.1 STEM (WILL sweep INTO SLAB TIP. FLOOR FRAME FEP FLAN (DM 6 SHEET A-U EXT. DOOR THRESHOLD DETAIL 4 T-U 081000$30041_TJ RLL ILYDIN TREATED MTV 91LL + HAMER PER •TG TTP. FLOOR FRAME FER FLAN (DN. 6 SHEET 4-1) EM. DOCK AND WANE (DIV. S BEET A -I) DWI. TI ES DLD FLAB B. •• FEOD. (DIV. l SHEET A-U NERVE6TRAL FLASN3l3 A' CO.. SLAB OVER 4' GRAVEL BED. (DIV.4 tier A-U TYP. FLOOR FRAME PER PLAN (DIV. 6 SHEET A -U TTP. EXTERIOR WALL CONSTRUCTION FER PLAN (DIV. 6SIEET A -I) TREATED MID SILL SEE FOINDATION DETAIL* POST AND BEAM PER PLAN FRAMING /FOUNDATION CONNECTION 8✓4W -O•• -Ts FOUNDATION/FRAMING CONNECTION ®FOUNDATION DETAIL ossowernaa 3/4 =FLOP RlBII GRADE TREATED M,D.SILL (DIV. 6 SHEET A -1) Y AIRSPACE TIP. 4 VERT. F£ -BAY FRCP STEM BALL STUBBED INTO *LAB POST AND BEAN PER FLAN I J• 2 ,�, 14/2 m CANTILEVERED RETAINING WALL 3 /4W-0r 08300-00000.22 �v111 uuu_ 111111 I e' EXT. DOOR THRESHOLD DETAIL ° DETAIL 3/4 - C• FRAMING PARALLEL TO STEM WALL VJ AB BP 27Q70116' Ea MEL PLATE l40$ER6 • 4-0 OL. (DIV-3 BEET A42 D ICEPT A6 ROW OR SfEMa4.L 56EDLLE Mil RCM 4 O D R I L BAR 10 r-6' CORER OVERLAP (DIV. 3 SHEE A-1) M VER , BAR SAVE A6 5111361E13. SPACPti (DM 3 SHEET A-V TIGNIL1E DHYPROGFPG (DNA BEET A4) •4 511851E13 FRCP( FT.. G' OG (DIV. 3 BEET A-1) 4' PERS. FM. DRAIN ISPLTER N 74 GRAVEL B ED (DN-2 SWEET A-I) SOLD 91136TRA1E (2)'4 EAR CCNT(DN- 3 &FEET 4 -U V1 MC' AB. my 252XLI6 512 STEEL PLATE UPSIERS • 4'-0' AD NOTED 01 IPEARLOALL •O•PI&E T MEL E3.BED- (L BAR • TOP M VERT. BAR E oc (DIV.3 BEET A-I) .4 'ERL J -BAR • TJ• oc, (DIY 3 BEET 4ll M NOM BAR •66' - 6' OVERLAP (MN) (DN.3 seer A •4 BAR • IP L•2.6' (DIV 3 SLEET OH) TIGHTLPE 4' PEW FTTi ORAN SLFILTER M 24' GRAVEL MED- (DiV. 2 SEE( A-IT (4) •4 BAR CONT. (DiV 3 SHEET A-1) SOLID SUBSTRATE VL'IIID' AB. ITV 275534' 64) S1EO: PLATE ULAYAER5 • 4' -0 OG (DN. 3 SHEET A-I) EXCEPT AS NOTED CN TAEAREALL BCNEDI1.E 1' MN EMBED. M Z-54.16.• 24' oc 37 BBC OUT MO SLAB I B . M VERr. BAR •IO'oc (DM 3 SHAT 4 -1) NORL BAR• IO' oc.. (DN. 3 BEET A -L S VERT. J- B ARsB'oc: (DN. 3 SWEET A-1) M OrERLAP NORLBAR•ID' ) ' 43lN) (DN. 3 BEET A -I) •4 BAR • I2' oc (DIV -3 *FEET A-I) TGNTL6E (4) IS BAR COIL (DIV. 3 SHEET A -U SOLID SUBSTRATE 4. PER. FT'G. DRAIN WALTER M 24' GRAVEL BED. (DIV. 2 9HEE1 A -U. TYP. EXMOOR WALL CONSTRICTION. PER PLAN (03/: SHEET 4 -1) • CC tl JOINT MEMBER RIM BOARD TTP. FLOOR PR411E PER PLAN. (IV. a S4EEt A -u CITY OF TUKWIIA APPROVED TREATED MAD SILL SEE FO1DA111N DETAL(41 OV 1 7 1999 AS NOTED FRAMING PERPENDICULAR TO STEM WALL 3UIL )Q 04150) TTP. EXTERIOR' WALL CONSTRICTIOl 55 FLAN (Div 6 SW AA) LOCATE MEMBER JoNT SOLID ELOCKMG• RIM JOIST. • IXT. 1)914. PONT LOAD BEARING PER PLAN FRAMING /FOUND TREATED MD 6ILL SEE F65DATICN DETAIL(6) TTP. FLOOR ARMING FER PLAN (DIV.6'BEET A - - TION DETAIL • 09300. 00000.01 03300- 00000.26 U co ( O d c 'L N 0 :c' o > 0) N L1) O ct • N CITYC UKWILA OCT 1 i 1999 PERMIT .NI JOB No SHEEP ?Est MLA/SR/CC 2* m •.yr OCIO.RORM lPIM NM TO exam 4 S OLI" 80000, OAR WPM* IM A 4 M C'>OR.L'1OM ATTIO4 LmOA! W F. PORE OR VrLA6ORTS 17F•. T'JI BOOR masa POT PLAN POW/ tlMlL ▪ MAO WE 10Ii CfnON OR • I wooer EXCEED 4' N L OG NI �"• - SCAND A 2JT4 EA WOE 2a (rasa= SUM JOSI! C Rls . LAOSG•PE GRACE TOP Cr PIM R.Ue 1 SFTN FIK MO GRAVE fr MOO MICR LANCIRCAPINCO a4 SOL® ESE6TRATE PICK MOM SRN ROLM TRIfOPIAF rnmecummiemms zunonaraissoituvurp Famieweamemi OWESEOTIMETAL TMOIFIER F+ airs Lassa3SE1. WITIROMIKIRWEL.IMIRIORTIM LLARIMO RYTbFsRAV EEC CIRSOCERTNEORMERFEAO CITIPPROMOMEMISCRAI - .i3 TYP oaioO oeao era DECK CROSS SECTION , FRAME OVER WALL DETAIL 9 3/A40` L RFA IN FERMAI •411 OC.A7 MOM FACE MOIL rlSLCRLtPanE1we OWNEREEIREMIS TYWGL_ ROOF COSTRUCTION TYPICAL RO CCISTRUCRON 11•4S'OCAT R SFADE PALE O WALL IW O CN >TI✓c4.e mA1,19REpLE be INALKIYs WER CI 2' • NOLE5 dfM 9CI831 EXPOS® RAFTER TAL TYR GUTTER FASCIA FER ELEVATIO4 T1P. EXTERIOR WALL CONSTRUCTION EAVE DETAIL 3/4'.1-Cr SEE ELEV SEE ELEV. BAFFf _ - EXOHO b AEOYE BATT RL°(L OR Ir MOM ELAN MI_ WALL. STUDS SETAE/ DEL JOT, CLACK AS NEEDED SEE PLAN SEE FLAN FOR T1'P. RISE • RN AMENS/CRS 3/4' FI.TWOCO RISER I ER' NAR7ROA'D iRCAD WiN EASEDNOSNG 3 beanorFRSTTF. UNO:OBTER STRBY>E'2i WITH 2 - 2 4'.Si1K'ir SACK TTP. N41L WALL STRRrats W (2),Ied TO WALL 9TIfl8 5/S TYPE 'X' WM. AS REWIRED ME NOTES . EELO U 2z KIC14R FLATS L HEADROOM T'WL 6 WIDTH MR4'3' „PER 4.;INSTALL CLOCKRX° • STRINGERS TOP •2. • SIatliN. DEPTH RISERS S' MNC VEKaHT 8CT10d tJACB4N W4Lt(W PLR UDC . • 3 .;H L II N:34 TO F 1.4X.38' AOOVE'TRE O 5.: COVERESACLE SPACE UmER STAIR WITH` NOGINe eecnON i ll MIN. 7' m it cL , CEILING A 4 USE 2 LA?'4RS R WALL, Tura .1 RAIL @NDO PER IOC SECbE6.S b. ETERIEDIATE BALLISTERB SHALL BE SF 'ACED 4 sWART ter o fETn.6 PER IOC SEC 5033 STAIR , SECTION DETAIL _ w L 11 SKYLIGHT FLARE WELL DETAIL , GABLE END DETAIL 3/4°=4-0' m200. eIOO -01 3/4 =P-0” LE END DETAIL TRIM FOR ELEVATIONS WARM TYP. SEE ELEVATION °LOCKNG AT CEILING LINE 3, 4 LEDGER • NT. CELNG LINE (TTP. EXTERIOR WALL CONSTRUCTTOO EALLOON FREE GABLE DL UWLL EAVE DETAIL 3/44 -o ' EAVE DETAIL 08 100-0730042 3 3/4' 4 -E- (TTID. ROOF CONSTRICTION 7 r i'0N. CLR. FOR v£1M1 11 . 46 AT OUTSIDE FACE OF WALL 1170 Al SEAR WALL ECRECI1E 1X(ELOCKS WNN/3)Y• HOLESW 1SRa334 I SEE ELEVATION POSED RAFT. TAL f L� (TYP- GIITTER7 ASCU PER ELEVATION (TTP EXTERIOR WALL CONSTRUCTION (TYP. ROOF CRSTRICTIOW 2' MRL CLR FOR VENTING 141 48' OC. AT OUTSIDE FACE OF WALL LNO ON SEAR WALL SCHEDULE 2X E EV.TT 0 sWTH(372'• HOLES WITH SCREEN DEDOSED TRUSS TAIL (TYR GUTTER) FASCIA PER ELEVATION (TTP. EXTEROR WALL ,CONSTRUCTIO U TYPICAL ROOF CONSTRICTION 2• MM. CLR FOR 'VENTING NI • O A AT CUTS!. FACE O WALL WO ON WEAR WALL SCHEDULE 2X BLOCttE WEN (37 1' • HOLES WITH SCREEN 1X$ MOCKING TTP. EXPOSED RAFTER TAIL TIP. GUTTER 08700-01900 -01 7 OElOO- O78O0-02 OW004 /30403 CITY OF TUKWUA APPROVED PE PLAN FAeQIA PER ELEVATION NOV 1 7 1999 TYR EXTERIOR WALL CONSTRUCTION S ttOI ED ®1J1L[',tNG DIVS91ON L 1 EAVE DETAIL 3/4"4 0e1100007800-04 - . CT) a s PERMIT GEN JOB NO. SHEET ILA 99 2 n,.rZ aae.ee:ai 3eI WILL EE11Ei PEFF E eONpI RA* RAKES INERSA'Ai EIL 10410/11LE 11O0,.irLJTiN111EIG RERIESORRILIOREIRE F Truro FLat.0 measenOF' TvinceLaNsamostutsw REI.lERE6PHtBE FBEREARRILLSCLIEDRE PATBEIDSE *F6DFlIEArs FERLDeLaE TA N0012.20150 tPLA1 rmorrormelin PER PEENS saga,! OORTII RATE 1 AUG rensEart.sorcul Lbd. PUNS TO TS+A= PEEL EKE • REDINALLlG Feitsocan TTP. E %EllICI :FALL 0p60120101 31.15E WM. Mt E0132112 lTi7! TI RCYR 006MOG YN 34 PINE 120SE OLOOOK RIM .r ALn1L PIOUS) SW l3Ki SCPRAMISONJfa TYPTARDCR TTP_3ELCGIgiii... W. SEAR. FELEzseae SHEAR WALL P ARALLEL'TO FLOOR JOISTS 3/4'Wf -Q I A •• 1111111111111111111 M iall.11.1111111MIMIrlail Wd FLOCRStENHIE R6AEARN al 6 cecEl2GE6 10de IP OaFBD !LOCK ALLEGES Ted•EPOc FL111000 TO BLOCKS BORCHRiAENAu* PRE. EDGE a "B.DMALIE F82SR8nLE TA MOCK.. BLODCAr! EDEE9 V .. PAB ECta a RED WALING . _.' FH280EDLIE E FLOGS FALSE PER SIEHRIAL SGFmtE TTP. 1021 CODTRICII@V e114 WL.L SfEAUN' PER SCJr®LLE NAL ROOK 6...a TNS'ARFA Ent • IH7 d • 6,A.EDGES ID9' •10'oGFELD BLOCK ALLtDrA. BOTTOM PLATE NAILING PER SIEARLLM.L SCHEDULE PAEL EDGE 4 FED HALING PHL Sa�ll.e r TA FLOOR J016TS PER PLAN TJI BLOCK • ALL PANEL EDGES PANEL EDGE I FE HALING PER SOEJ7JLE TOP PLATE HALES FER S4EAILIELL 8QEt OE TTP. WILL CON6TRICTON LATH OOJL SIEAPS.r 6GEDlLE II Eiti= Item - B r"ROR SHEAR WALL SHEAR WALL PARALLEL PARALLEL TO FLOOR JOISTS n T O FLOOR JOISTS ® FOUNDATION 4 r-w /707006170-02 J '3 /4'ff -Or nom-aosoaaz • IV d NAL. • Vox.. PLYLD. TO TA FLOCKO TOP PLATE NuaNG PER SNFARIiALL SOHEDILE TT• WALL CONSTRICTION ON LICE OEAT.Fl* PER rnsn c SHEAR WALL PERPENDICULAR TO FLOOR JOIST- OFFSET CONDITION CANTILEVERED FLOOR JOIST SHEAR WALL 0 CRIPPLE WALL 3/4.f -O 17070.0 3/ 4 � i-0 ' rrom n •06170 i 120.0LE STUDS AT NOLDCUN CONDITION TYPAL/ALL CONSTRICTION WALL SHEATHES PER SCHEDULE TTP TA ROOK CCNSTRCEON 0000 N HbLDCIN PER PLAN AND NEARLIALL SCHEDULE SIMPSON HOLDCIW STRAP PER PLAN AND SEAR WALL 6CEDULE BEE ARCH DETAILS FOR POUNDAT10N CONDF O* ANCHOR BOLT PER 0EAROALL SHEAR WALL _ EL > TO FLOOR JOIST-OFFSET CONDITION 8 SHEAR WALL HOLDOWN 3 /4=R-0P 170P0.0e110- , $!.r rl;-4' •4 PEEL EXE BLOCKING - TTP. HALL CONSTRNCTION IIITII W411 SWATHING PER SCHEDULE lT'P TA FLOOR 00611SKT1 N BOTT01 HATE NAULk FOP EHEAREALL SOED LE Le 41 NAL. •6 o PLTIID. TO RE JOIST PANEL E XE 1 PEW NAILING PER SCHEDULE % l 17071140/70 ►j1�i_il" Ara yililf�f1111 -'. if1= 5EE PLAN TTP TA FLOOR taMiTFLICTICN Bourn PLATE NA/LL. PER WEAR.. SCHEDULE TOP PLATE NAILING PER SEAWALL SCI EDULE CRIPPLE WALL (DIN. 6) WEAN CRIPPLE WALL SANE AS .EJISI0 . ABOtiI E!E ARGH. DETAILS FOR FR)UDATICN CONDITIGN5 • CRIPPLE WOLL (DIV. C) SWATHING PER SCHEDULE PANEL EDGE I FIELD NALINGPER SCHEDULE ANCHOR BOLT PER SHEARLl4LL SCHEDULE (5) IH OAR COST. (DIV. 3) _1 SHEAR WALL 0 CRIPPLE WALL - I NTERIOR 3 /45of417' TYR EXMOOR LW.L C014TRClDU WTN WALL SIEATNLO PER SCFEDILE NOTE: ALL INFORMATION ON THIS SHEET IS NOt NECESSARILY NCORPORATEp WTO PROJECT.. COORDINATE dNTS FLANS.. , r CITY OF TUKWItA APPROVED NOV 1'? 1999 AS 10(i.0 1TUILD)0)U .1 ti1310'n' JOB NO TITLE • SHEET. TIM JOIST DETAILS SHEAR WALL SHEAR WALL 3 PERPENDICULAR TO FLOOR JOISTS . C) TO FLOOR TO FLOOR JOISTS OTOO FLOOR JOISTS 0 FOUNDATION EICIERIOR SHEAR WALL SHEAR WALL PERPENDICULAR PEZ E1ALU SCHEME BOHM RAM LLALI0 PER SEAWALL SCTEDMf a. b ac FL17D. TO Rtt JOIST PANEL HALM a FELD RALL PER SCHEME LIE WALL SIEATE110 PIER SOEDUIE TT._ TA FLOOR CCNSTRLCIICN I- n& LCOISTR ;TLON UT11 .AEI. S1EJMOIS PER ICIECH E TTP. TI ROCK COIISTw1Q1a1 120tTO1 PLATE MALFG PER SWARILALL WEDGE TOP RAE HAUL PER R EAI6ALL *DECKLE 4C1402'ECLT PER 60EC LE SEE ARCH DETALS FOR FOUDATICE CONDRK 0 TTFICAL WALL CCEIiTRICTEON LTn4 WALL SEMLING PER SCIEDIAE TIP. TA FLOOR CClliIRUCTKN BOTTLE PLATE HALM PER SW/WALL SCiEDLLE TCP PATENALNG PER REAR.. 6041E LE ANCHOR BOLT PER SCFFDLLE Sff ARCH DETALLs FOR FOINDATION CCT9RIONS City O 7 Z, a OCT 1 5 1999 PERLI7 CEN TES ® H0LD0wN STRAP AT CRAWL SPA TTPANALL CCNNALCACH .f71 MULL M MN %PetaOMLE DOMILE 340 EORR1 RAIL I{Au Felt lIEMa4.L 10EIME SEE ELEVATION INTERIOR SHEARWALL TO ROOF COND. (DHOLDOWN STRAP o FLOORS � 1 VODdefOa L oe 3/4�fOT 17070- e170-28 % "J 3 /4•ff — 2x4FLAT OC 06 NAT- S1R Waj UPPER WALL ) TO LOWER ROOF CONNECTION 9/4'=T-07 . (2216d d NAIL• L' on • EA CIJIRrICAEi B d NAIL • b' 8.8. TO TOP CHORD BLS 2, BAWE 4 14 TRIM 2x4 8.400212 FOR PARE. NAIL TWOUGH SKIP SHEATH.* SUM Kd JOIST HANGER • TRISS 111tH O P YYWOOD ROOF CONDITION L :T1P. EXTERIOR WALL CONSTRUCTION W. WALL 51.114ING,FER SCHEDULE (2116 d 5 8 NAIL •4'oc• WURGGER d NAL oc TO TOP PLATES 4 mow. NOTE: ALL IWORh1ATIONON THIS SHEET,IB NOT NECESSARILY INGCRATED INTO PROJEGt cooRDMTEWITN KANE. . RECEIVED O UKWn n 7 OCT 1 5 19'99 03 PERMITCENTER SHEET TYPICAL ROOF CONSTRUCTION H25 •48' oz. (32 8 d TOENAIL • TRUSS L5030. 48' BLOCKN T G TO TOP PLATE 8 81 • 6'oc •BLOC. BLocKNG PER ARCH DETAILS. _J TTP.7RERIOR CONSTRCTION turn.; MAIL SLEATHMG PER:BOHECULE PLYWOOD ROOF CONDITION 3/4W 1,000.0010044 1 TTPICA. ROOF CCSTRUCTION R25 TIE • EA TRUSS: L830 •. 48' oc 5 d • 6' oc • BLOCKNG BLOCKING PER ARCH DETAILS A38 CLIP PER SHEARWALL SCHEDULE TTP. 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